20190214 Ver 2_Modifications_20200902

Staff Review Form •
NORFH CA.,i0:INA
En vironmenfrr!QvoGry
Updated August 24,2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
6* Yes r No
ID#* Version* 2
20190214
Is this project a public transportation project?* (' Yes
r No
Is this a DOT ( Yes C No
project?*
Reviewer List:* Joanne Steenhuis:eads\jhsteenhuis
Select Reviewing Office:* Wilmington Regional Office-[phone]
Submittal Type:* Modifications
Does this project require a request for payment to be sent?*
r
Yes
No

Project Submittal Form
Please note:fields marked with a red asterisk *below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:* r New Project r New Projectw Existing ID
✓ Pre-Application Submittal r More Information Response
r Other Agency Comments r Stream or Buffer Appeal
✓ Re-issuance\Renewal Request r For the Record Only(Courtesy
Copy)
New Project-Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre-Application Submittal-Please check the pre-application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response -Please check this type if you are responding to a request for information from staff and
you have and ID#and version for this response.
Other Agency Comments-Please check this if you are submitting comments on an existing project.
Re-issuance\Renewal Request—Please check this if you are submitting for a re-issuance\renewal prior to expiration
date for the corresponding 401/404. If submitting after the expiration date or if modification needed use New Project with
Existing ID option.
Project Contact Information
Name: Kristi Lynn Carpenter for Chris Rivenbark
Who is submitting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID#: Existing Version:
20190214 2
20170001(no dashes) 1
Project Name: Widening 1-95(I-5986A)
Is this a public transportation project?
(' Yes
✓ No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
✓ Yes r No r Unknown
TIP#: WBS#:
I-5986A 47532.3.2
(Applies to DOT projects only)
County(ies)
Cumberland
Please upload all files that need to be submited.

Click the upload button or drag and drop files here to attach document
I-5986A Individual Modification Cumberland County
136.44MB
September 2 2020.pdf
Only pdf or krre files are accepted.
Describe the attachments
or comments:
Original submitted via email.
Sign and Submit
17 By checking the box and signing box below, I certify that:
o I have given true,accurate, and complete information on this form;
o I agree that submission of this form is a"transaction"subject to Chapter 66,Article 40 of the NC General Statutes(the
"Uniform Electronic Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66,Article 40 of the NC General Statutes
(the"Uniform Electronic Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature;AND
o I intend to electronically sign and submit the online form."
Signature:
[-,)-n`piver7%t-
Submittal Date: Is filled in automatically.

t c
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
September 2,2020
US Army Corps of Engineers
Regulatory Field Office
69 Darlington Avenue
Wilmington,NC 28403
Attention: Liz Hair
Regulatory Project Manager
Subject: Request for Modification of the Phased Section 404 Individual Permit and
Section 401 Water Quality Certification for the widening of I-95 to eight lanes
from south of SR 1832 (Murphy Road—Exit 56)to south of SR 1811 (Bud
Hawkins Road—Exit 70), in Cumberland County,
STIP No. I-5986A. Debit$570 from WBS 47532.3.2
Reference: USACE Section 404 Authorization SAW-2018-02276,issued July 9,2019
NCDWR Water Quality Certification Number 20190214 and Neuse River
Riparian Buffer Authorization, issued May 30,2019
Ms. Hair:
As you are aware, The North Carolina Department of Transportation(NCDOT) applied for a
phased Section 404 Individual Permit, Section 401 Individual Water Quality Certification
(WQC), and Neuse River Riparian Buffer Authorization for the subject project in February 2019.
These permits were received in July 2019 and May 2019,respectively. The subject project was
divided into sections: I-5986A,I-5986B Section 1 (I-5877),I-5986B Section 2 (I-5878),I-5986B
Section 3 (I-5883), and I-5986B Section 4(Johnson County). At the time of the original permit
application submittal,the I-5986A section was in preliminary design. The I-5986A project
encompasses the widening of existing I-95 to an eight-lane median divided facility on existing
location from south of SR 1832 (Murphy Road-Exit 56)to south of SR 1811 (Bud Hawkins
Road -Exit 70)in Cumberland County, approximately 15.4 miles in length. This modification
submittal is for the final design for the I-5986A Section.
The purpose of this letter is to request approval for modification to the Section 404 Authorization
SAW-2018-02276, and to modify the existing 401 Water Quality Certification(WQC),Permit
Number 20190214. This section is not in the Neuse River Basin and therefore does not require a
modification of the Neuse River Riparian Buffer Authorization. In addition to this cover letter,
the application package includes the following: a project phasing map(Attachment A) showing
the location of the section(I-5986A) in this phased modification, a State Stormwater
Management Plan(SMP),permit drawings,utility permit drawings,roadway plans,North
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] CENTURY CENTER,BUILDING A
ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 1000 BIRCH RIDGE DRIVE
1598 MAIL SERVCIE CENTER RALEIGH NC,27610-4328
RALEIGH,NC 27699-1598 Website:www.ncdot.gov

Carolina Division of Mitigation Services (NCDMS)mitigation acceptance letter,minutes from
the 30%Hydraulic Design Review Meeting(4B)and the Permit Drawings Review Meeting(4C).
Since the completion of the Type III Categorical Exclusion Action Classification Form in January
2019,the project has been extended as follows:
• Approximately 1,500 feet south on I-95
• Expansion of the NC 295 interchange and intersecting roads
• Approximately 1,400 feet west on Murphy Road
A Construction Consultation is being developed for these extended areas.
As noted during the 4C meeting,the Design-Build Team was evaluating alternatives for Site 3
(Reese Creek). A concept has been chosen by NCDOT,however final design is not complete.
As such, Site 3 is included in this application,but will require a modification upon completion of
the final design.
1.0 Summary of Impacts
Revised Impacts Summary I-5986A
For I-5986A,proposed impacts to jurisdictional areas total 12.434 acres of permanent wetland
(riparian and non-riparian)impacts, 0.759 acre of temporary wetland impacts, 1.305 acres of hand
clearing, 1,737 linear feet of permanent stream impacts(including 139 linear feet of
bank/structure stabilization), 752 linear feet of temporary stream impacts, and 0.517 acre of
surface water impacts.
As detailed in Revised Tables 1 through 3 below,there has been an increase in the overall amount
of jurisdictional impacts as well as the number of features impacted. This is due mostly to the
following:
• The project has been expanded to the south approximately 1.6 miles. This includes the
Murphy Road interchange area.
• The project widened NC 295 (-Y5-) approximately 1 mile in the westbound direction.
• The project was revised to relocate Pembroke Lane on new location and create a 4-legged
roundabout between Pembroke Lane,US 13, and a service road to serve the Waffle
House.
• The project was revised from a partial clover interchange with loops in the B and D
quadrants at the Wade-Stedman Road interchange to a diamond interchange with
roundabouts at the ramp terminals. Roundabouts are large and have to be offset from
road to maintain traffic during construction.
• The diamond interchange at the Godwin-Falcon Road interchange was revised to a
diamond interchange with roundabouts at the ramp terminals. Roundabouts are large and
have to be offset from road to maintain traffic during construction. Offsetting the
roundabout in the C and D quadrants required the service road(Gordon Williams Road)
to be relocated further from the interchange.
• The 2-foot shoulder width(7-foot with guardrail)on Percy Strickland Road(-Y8-)was
revised to an 8-foot shoulder/ 11-foot with guardrail.
• The 2-foot shoulder width(7-foot with guardrail)on Rhodes Pond Road(-Y11-)was
revised to an 8-foot shoulder/ 11-foot with guardrail.
• Some areas originally reported as open water impacts have been reclassified as wetlands,
as agreed to during the 4C meeting.
Appendix A shows the Additional Survey Areas that were included after the 2019 permit
application. These additional areas resulted in an increase in the number of permit sites and
Page 2

hence,additional jurisdictional impacts. Details of each permit site are provided in Revised
Tables 19 and 20.
Revised Table 1. Summary of Water Resources Impacted
Buffer
Total#of Total#of Rule
Proposed Wetlands Streams Impact
Section Design Stage LET Impacted** Impacted** (Y/N)
I-5986B-Section 1 (I-5877) Final FY 2019 6 8 No
I-5986B-Section 2(I-5878) Preliminary* FY 2021 3 4 No
I-5986B-Section 3 (I-5883) Preliminary* FY 2021 8 9 No
I-5986B-Section 4 Preliminary* FY 2021 6 6 Yes
(Johnston County)
I-5986A(Cumberland Final FY 2019 50 16 No
County)
Totals: 73 43
* Preliminary impacts were determined by measuring 25' outside of preliminary slope stake
limits.
** Features may be impacted at more than one Permit Site
Revised Table 2.I-5986 Summary of Wetland Impacts
Design Total Wetland Impacts Requiring
Section Stage Impact Area(ac) Mitigation(ac) _
I-5986B-Section 1 (I-5877) Final 1.351 1.351
I-5986B-Section 2(I-5878) Preliminary* 1.811 1.811
I-5986B-Section 3 (I-5883) Preliminary* 0.915 0.915
I-5986B-Section 4(Johnston County) Preliminary* 2.444 2.444
I-5986A(Cumberland County) Final** 12.434 12.434
Totals: 18.955 I 18.955
* Preliminary impacts were determined by measuring 25' outside of preliminary slope stake
limits.
** Permanent impact total only(fill, excavation, and mechanized clearing)
Revised Table 3.I-5986 Summary of Stream Impacts
Design Total Stream Impacts Requiring
Section Stage Impact(lf) Mitigation(If)
I-5986B-Section 1 (I-5877) Final 1,465 1,208
I-5986B-Section 2(I-5878) Preliminary* 641 606
I-5986B-Section 3 (I-5883) Preliminary* 1,539 1,433
I-5986B-Section 4(Johnston County) Preliminary* 923 859
I-5986A(Cumberland County) Final** 1,737 1,299
Totals: 6,305 5,405
* Preliminary impacts were determined by measuring 25' outside of preliminary slope stake
limits.
** Permanent impact total only(fill, structure/bank stabilization)
2.0 Summary of Mitigation
NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible. The proposed construction of I-5986A will result in unavoidable permanent impacts to
12.434 acres of wetlands(5.163 acres of non-riparian wetlands; 7.271 acres of riparian wetlands)
and 1,299 linear feet of jurisdictional stream(1,119 linear feet of perennial stream and 180 linear
feet of intermittent stream)that will require mitigation. The Depaitnient has acquired the
Page 3

compensatory mitigation for these unavoidable impacts from the NCDMS. See attached NCDMS
acceptance letter.
3.0 Project Schedule
The STIP I-5986 project has been combined with,and will include,proposed activities from three
additional separate interchange improvement projects (Section 1 [I-5877], Section 2 [I-5878], and
Section 3 [I-5883]). The entire 26-mile project corridor will be broken down into five phased
sections,with the corridor widening activities being combined with the interchange
improvements. The phases of the I-5986 project along with approximate section limits,length and
proposed construction letting are summarized in Revised Table 4. Permit modification requests
will be submitted as the final design is completed for each of the remaining sections according to
the phasing dates provided below.
Revised Table 4.I-5986 Project Phasing
Approximate Construction
Section Approximate Section Limits Length(mi) Letting
I-5986B-Section 1 South of SR 1180(Bud Hawkins Road—Exit
(I-5877) 70)to North of SR 1002(Long Branch Road 3.3 June 2020
—Exit 71)
I-5986B-Section 2 South of SR 1793 (Spring Branch Road—Exit
(I-5878) 72)to North of US 421 (Cumberland Street— 1.8 July 2021
Exit 73)
I-5986B-Section 3 South of SR 1808(Jonesboro Road—Exit 75)
(I-5883) to North of SR 1709(Hodges Chapel Road— 3.6 July 2021
Exit 77)
I-5986B-Section 4 North of SR 1709(Hodges Chapel Road— 4 July 2021
(Johnston County) Exit 77))to I-40(Exit 81)
I-5986A(Cumberland South of SR 1832(Murphy Road-Exit 56)to
County) South of SR 1811 (Bud Hawkins Road—Exit 15.4 June 2020
70)
4.0 Resource Status
The project is located in the Cape Fear River Basin and lies within Hydrologic Unit Codes
(HUCs)03030004(Subbasin Upper Cape Fear)and 03030006(Subbasin Black River). The
project area is located within the Middle Atlantic Coastal Plain eco-region. The project crosses
Reece Creek,Baker Swamp,Black River, as well as several unnamed tributaries of these streams,
and multiple wetlands. Surface water classifications for streams can be found in Revised Table 7.
Additional information for the jurisdictional streams within the project area is provided in the
2018 Natural Resources Technical Report(NRTR)and the 2019 Addendum to the NRTR. There
are no waters within the project vicinity classified as High-Quality Waters (HQW). Neither
Water Supplies(WS-I: undeveloped watersheds or WS-II: predominantly undeveloped
watersheds),nor Outstanding Resource Waters (ORW)occur within 1.0 mile of the project area.
Streams within the project area are not designated as North Carolina Natural or Scenic Rivers,or
as National Wild and Scenic Rivers. There are no streams within the project footprint that are
listed on the 2018 303(d)list of impaired waters due to exceeding criteria for sediment or
turbidity.
Page 4

Revised Table 7.Water Resources within the Project Corridor
Stream Name Stream Index Best Usage * Description
Number Classification
Cape Fear River Basin—Subbasin Upper Cape Fear
Reece Creek 18-28-2 C From source to Locks Creek
Baker Swamp 18-28-2-2 C From source to Reece Creek
Cape Fear River Basin—Subbasin Black River
Black River(Little Black River) 18-68-12-1 C; Sw From source to South River
* C=Aquatic Life, Secondary Recreation,Fresh Water. Sw= Swamp Waters
4.1. Impacts to Jurisdictional Resources
Revised Tables 19 and 20 summarize the impacts to jurisdictional water resources based on the
final design of I-5986A. Site numbers for each table correspond with the site numbers shown on
the permit drawings included with this application. The stream and wetland labels correspond to
the NRTRs as noted in the tables.
Also included in Revised Table 19 are impacts to jurisdictional resources due to utility
relocations. The utility impacts are limited to hand clearing in wetlands associated with
relocating aerial power lines at six sites. These sites are noted with asterisks in Revised Table 19.
Revised Table 19.I-5986A Wetland Impacts
Permit
Drawing Permanent Temporary
Site Wetland Impacts Impacts Mitigation
Number NRTR Label Type Impact Type (ac) (ac) Required
Subbasin Upper Cape Fear(HUC 03030004)
2 WCB Riparian Fill 0.003 0.038 Yes
3 WA/WB Riparian Pipe Clean Out 0.006 No
3 WA Riparian Fill, 18"RCP 0.001 0.006 Yes
3 WA Riparian Mechanized 0.018 Yes
Clearing
4 WC Riparian Fill,30"WSP 0.001 0.033 Yes
4 WA Riparian Fill,30"WSP 0.002 0.027 Yes
5 WB Riparian Fill,66"WSP 0.009 0.034 Yes
6 WD Non- Fill,36"WSP 0.001 0.039 Yes
Riparian
6 WB Riparian Fill,36"WSP 0.004 0.050 Yes
7 WH Non- Fill 0.231 Yes
Riparian
8 WE Non- Excavation 0.024 Yes
Riparian
9 WF, Non- Fill 0.135 Yes
Riparian
Non-
9 WF Excavation 0.021 Yes
Riparian
10 WI Non- Fill 0.076 Yes
Riparian
11 WJ Non- Fill 0.531 Yes
Riparian
11 WJ Non- Mechanized 0.045 Yes
Riparian Clearing
12 WL Riparian Fill 0.204 0.066 Yes
* Impacts due to utility relocation
Page 5

Permit
Drawing Permanent Temporary
Site Wetland Impacts Impacts Mitigation
Number NRTR Label Type Impact Type (ac) (ac) Required
12 WL Riparian Excavation 0.020 Yes
12 WL Riparian Mechanized 0.143 Yes
Clearing
13 WR Non- Fill 0.020 Yes
Riparian
13 WR Non- Mechanized 0.013 Yes
Riparian Clearing
14 WR Non- Mechanized 0.001 Yes
Riparian Clearing
14 WR Non- Fill 0.021 No
Riparian
15 WO Riparian Fill,42"RCP 0.004 Yes
15 WO Riparian Mechanized 0.006 Yes
Clearing
15 WO Riparian Fill 0.001 Yes
15 WO Riparian Mechanized 0.006 Yes
Clearing
15 WO Riparian Fill,66"RCP 0.136 0.034 Yes
15 WO Riparian Mechanized 0.165 Yes
Clearing
15 WO Riparian Fill,54"WSP 0.001 0.037 Yes
15 WO Riparian Fill 0.019 Yes
15 WO Riparian Mechanized 0.053 Yes
Clearing
16 WN Riparian Fill,54"WSP 0.006 0.025 Yes
16 WN Riparian Fill 0.035
16 WN Riparian Mechanized 0.042 Yes
Clearing
16* WN Riparian Hand Clearing 0.373 No
17 WQ Non- Fill 0.057 Yes
Riparian
17 WQ Non- Mechanized 0.072 Yes
Riparian Clearing
17 WQ Non- Fill 0.002 0.009 Yes
Riparian
18 WP Riparian Fill,60"RCP, 0.106 0.002 Yes
66"RCP
18 WP Riparian Mechanized 0.066 Yes
Clearing
18 WP Riparian Fill,66"WSP 0.001 0.004 Yes
19 WCG Non- Fill 0.857 Yes
Riparian
20 WX Riparian Fill 0.402 Yes
20 WX Riparian Mechanized 0.034 Yes
Clearing
21 WV Riparian Fill 0.225 Yes
21 WV Riparian Mechanized 0.020 Yes
Clearing
21* WV Riparian Hand Clearing 0.072 No
22 WW Riparian Fill 2.663 Yes
* Impacts due to utility relocation
Page 6

Permit
Drawing Permanent Temporary
Site Wetland Impacts Impacts Mitigation
Number NRTR Label Type Impact Type (ac) (ac) Required
22 W Riparian Mechanized
W 0.176 Yes
Clearing
22* WW Riparian Hand Clearing 0.204 No
24 WZ/WY Riparian Fill,3@10'X8' 0.056 0.047 Yes
RCBC
24 WZ/WY Riparian Excavation 0.089 Yes
24 WZ/WY Riparian Mechanized 0.080 Yes
Clearing
24 WY Riparian Fill 0.004 Yes
24 WY Riparian Mechanized 0.002 Yes
Clearing
24 WZ Riparian Fill 0.010 No
24 WY Riparian Fill 0.005 No
Non- Excavation,
25 WAB Riparian Fill, 10'X7' 0.003 0.002 Yes
RCBC
25 WAB Non- Fill 0.008 No
Riparian
26 WAC Non- Fill 0.654 0.017 Yes
Riparian
26 WAC Non- Mechanized 0.151 Yes
Riparian Clearing
27 WAF Non- Fill 0.284 Yes
Riparian
28 WAG Non- Fill 0.047 0.005 Yes
Riparian
28 WAG Non- Mechanized 0.039 Yes
Riparian Clearing
28* WAG Non- Hand Clearing 0.224 No
Riparian
29 WAH Non- Fill 0.009 No
Riparian
29 WAH Non- Excavation 0.027 Yes
Riparian
30 WAK/WAI Riparian Fill, 12'X6' 0.008 0.074 Yes
RCBC
30 WAK/WAI Riparian Excavation 0.090 Yes
30 WAI Riparian Fill 0.488 Yes
30 WAI Riparian Excavation 0.012 Yes
30 WAI Riparian Mechanized 0.037 Yes
Clearing
30 WAK Riparian Fill 0.624 Yes
30 WAK Riparian Mechanized 0.015 Yes
Clearing
30 WAK Riparian Fill 0.014 No
30* WAK Riparian Hand Clearing 0.058 No
30* WAL Non- Hand Clearing 0.196 No
Riparian
31 WAM Non- Fill 0.042 Yes
Riparian
* Impacts due to utility relocation
Page 7

Permit
Drawing Permanent Temporary
Site Wetland Impacts Impacts Mitigation
Number NRTR Label Type Impact Type (ac) (ac) Required
31 WAM Non- Mechanized 0.019 Yes
Riparian Clearing
32 WAN Non- Fill 0.081 Yes
Riparian
32 WAN Non- Mechanized 0.080 Yes
Riparian Clearing
33 WAP/WAQ Riparian Fill,8'x8' 0.010 No
Culvert
34 WAS Riparian Fill, 10'X7' 0.025 No
RCBC
34 WAS Riparian Mechanized 0.002 Yes
Clearing
Total Riparian 6.075 1.258
Totals HUC 03030004 Total Non-Riparian 3.513 0.530
Grand Total 9.588 1.788
Subbasin Black River(HUC 03030006)
35 WAT Non- Fill 0.016 0.005 Yes
Riparian
35 WAT Non- Mechanized 0.044 Yes
Riparian Clearing
36 WAU Non- Mechanized 0.007 Yes
Riparian Clearing
37 WAW Riparian Fill,72"RCP 0.225 0.029 Yes
37 WAW Riparian Mechanized 0.137 Yes
Clearing
38 WAX Riparian Fill 0.006 No
40 WAY Non- Fill,2@30" 0.001 0.001 Yes
Riparian RCP
41 WAZ Riparian Fill 0.011 No
42 WAZ Riparian Fill,Bridge 0.385 0.020 Yes
42 WAZ Riparian Excavation 0.043 Yes
42 WAZ Riparian Mechanized 0.207 Yes
Clearing
42 WAZ Riparian Hand Clearing 0.038 No
43 WAZ Riparian Fill 0.090 Yes
43 WAZ Riparian Mechanized 0.053 Yes
Clearing _
44 WAZ Riparian Fill 0.006 No
45 WBB Non- Mechanized 0.017 Yes
Riparian Clearing
46 WBC Non- Fill,2@ 42" 0.004 Yes
Riparian RCP
46 WBC Non- Excavation 0.002 Yes
Riparian
46 WBC Non- Mechanized 0.028 Yes
Riparian Clearing
47* WBD Riparian Hand Clearing 0.092 No
47* WBE Riparian Hand Clearing _ 0.048 No
48 WCK Riparian Fill,Plug Exist 0.002 No
18"RCP
* Impacts due to utility relocation
Page 8

Permit
Drawing Permanent Temporary
Site Wetland Impacts Impacts Mitigation
Number NRTR Label Type Impact Type (ac) (ac) Required
50 WCJ Riparian Fill 0.011 Yes
50 WCJ Riparian Mechanized 0.043 Yes
Clearing
51 WCI Non- Fill 0.114 Yes
Riparian
51 WCI Non- Mechanized 0.109 Yes
Riparian Clearing
52 WT Riparian Fill 0.002 0.006 Yes
53 WU Non- Fill 0.267 Yes
Riparian
53 WU Non- Mechanized 0.108 Yes
Riparian Clearing
54A WS Riparian Pipe Clean Out 0.008 No
54B WS Riparian Pipe Clean Out 0.005 No
54C WS Riparian Pipe Clean Out 0.005 No
55 WCE Non- Fill 0.635 Yes
Riparian
55 WCE Non- Mechanized 0.220 Yes
Riparian Clearing
56 WCE Non- Fill 0.013 Yes
Riparian
56 WCE Non- Mechanized 0.065 Yes
Riparian Clearing _
Total Riparian 1.196 0.276
Totals HUC 03030006 Total Non-Riparian 1.650 0.006
Grand Total 2.846 0.282
Total Riparian 7.271 1.534
I-5986A Section Totals Total Non-Riparian 5.163 0.536
Grand Total 12.434 2.070
* Impacts due to utility relocation
Revised Table 20.I-5986A Stream Impacts
V a C C
a ofY a .. C C
+a � a a
a la
Permit Z a o a o ' is
Drawing A4 8 a a E A. lot 4.
Site Z es a
U Ao Fc4 44 A' g 4
Number Impact Type
Cape Fear River Basin-Subbasin Upper Cape Fear(HUC 03030004)
1 Bank Stabilization DC Perennial 0.001 0.002 8 20 No
2 Headwall,66"WSP SV-2 Perennial 0.001 0.007 6 41 Yes
2 Bank Stabilization SV-1 Perennial 0.008 0.010 19 19 No
4 30"WSP SA Perennial 0.004 0.003 18 23 Yes
9 2@36"RCP SB Intermittent 0.011 0.001 63 10 No
15 Roadway Fill,66" Baker Perennial 0.018 60 Yes
RCP Swamp
16 54"WSP Structure Baker Perennial 0.004 0.013 15 34 No
Stabilization Swamp
18 Roadway Fill,60" Baker Perennial 0.010 0.006 23 13 Yes
RCP,66"RCP Swamp
Page 9

V C. Sri
Permit a 5 Z o c 6.ct © a)
Drawing aE. E I �. E o. u
Site a a, ,'",
Number Impact Type Z U A. F a F" a
18 66"WSP Structure Baker Perennial 0.007 0.012 22 28 No
Stabilization Swamp
23 2@ 8'x8'RCBC SC Perennial 0.063 0.006 270 38 Yes
24 3@ 10'x8'RCBC, SD Perennial 0.128 0.058 197 26 Yes
Roadway Fill
25 10'x7'RCBC SE Intermittent 0.017 0.003 135 25 No
30 12'x6'RCBC SF Perennial 0.030 0.003 103 8 Yes
33 8'x8'Culvert SG Perennial 0.051 0.011 211 99 Yes
34 10'x7'RCBC SH Perennial 0.031 0.004 174 30 Yes
Subbasin Black River(HUC 03030006)
37 72"RCP,Roadway SI Perennial 0.003 0.003 26 20 Yes
Fill
37 Structure Stabilization SI Perennial 0.003 25 No
39 7'x7'RCBC SJ Intermittent 0.025 0.008 101 40 No
42 Bridge Construction Black Perennial 0.003 0.266 16 246 Yes
River
47 72"RCP SK Intermittent 0.063 0.007 180 24 Yes
49 2@8'x8'RCBC Ext SY Perennial 0.009 15 Yes
49 Bank Stabilization SY Perennial 0.029 0.005 50 8 No
Total Stream Impact 0.384 0.139 1324 414
Total Perennial Stream Impact 0.356 0.135 1126 379
Totals Total Intermittent Stream Impact 0.028 0.004 198 35
HUC Total Bank/Structure Stabilization Impacts 0.020 0.037 64 101
03030004 Total Perennial Mitigatable 0.336 - 1062 -
Total Intermittent Mitigable - - - -
Total Mitigable 0.336 - 1062 -
Total Stream Impact 0.135 0.289 413 338
Total Perennial Stream Impact 0.047 0.274 132 274
Totals Total Intermittent Stream Impact 0.088 0.015 281 64
HUC Total Bank/Structure Stabilization Impacts 0.032 0.005 75 8
03030006 Total Perennial Mitigable 0.015 - 57 -
Total Intermittent Mitigable 0.063 - 180 -
Total Mitigable 0.078 - 237 -
Total Stream Impact 0.520 0.430 1737 752
Total Perennial Stream Impact 0.403 0.409 1258 653
I-5986A Total Intermittent Stream Impact 0.116 0.019 479 99
Section Total Bank/Structure Stabilization Impacts 0.052 0.042 139 109
Totals Total Perennial Mitigable 0.351 - 1119 -
Total Intermittent Mitigable 0.063 - 180 -
Total Mitigable 0.414 - 1299 -
5.0 Protected Species
The United States Fish and Wildlife Service(USFWS)lists eight federally protected species for
Cumberland County as of July 17,2020(Revised Table 21). No species have been added since
the original issuance of the phased permit. A review of NHP records on August 5,2020 indicates
no known occurrences of any listed species within 3.0 miles of the I-5986A project area. Surveys
Page 10

have been conducted as appropriate on the extended areas of the project,the results of which are
contained in the 2019 Addendum to the NRTR.
Revised Table 21.I-5986A Federally Protected Species in Cumberland County
Habitat Federal Biological
Common Name Scientific Name Present Status* Conclusion
American alligator _ Alligator mississippiensis No T(S/A) N/A
Cape Fear shiner Notropis mekistocholas No E No Effect
Red-cockaded woodpecker Picoides borealis No E No Effect
Saint Francis' satyr butterfly Neonympha mitchellii Yes E No Effect
francisci
American chaffseed Schwalbea americana No E No Effect
Michaux's sumac Rhus michauxii Yes E No Effect
Pondberry _ Lindera melissifolia Yes E No Effect
Rough-leaved loosestrife Lysimachia asperulaefolia Yes E No Effect
E—Endangered
T(S/A)—Threatened due to similarity of appearance
The USFWS has developed a programmatic biological opinion(PBO)in conjunction with the
Federal Highway Administration(FHWA),the US Army Corps of Engineers(USACE), and
NCDOT for the northern long-eared bat(NLEB)(Myotis septentrionalis)in eastern North
Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT
projects and activities. The programmatic determination for NLEB for the NCDOT program is
"May Affect,Likely to Adversely Affect."The PBO provides incidental take coverage for NLEB
and will ensure compliance with Section 7 of the Endangered Species Act for five years for all
NCDOT projects with federal nexus in Divisions 1-8,which includes this project. This level of
incidental take is authorized from the effective date of final listing through December 31,2020
(the USFWS,FHWA,USACE, and NCDOT are coordinating to reinitiate Section 7 to extend the
PBO beyond this date).
5.1. Moratoria
There are no moratoriums required for I-5986A.
6.0 Mitigation Options
NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining,
unavoidable jurisdictional impacts.Avoidance measures were implemented to the extent possible
during the planning and design phases, and minimization measures were incorporated into the
project design.
6.1. Avoidance and Minimization
All jurisdictional features were delineated, field-verified, and surveyed within the study area.
Proposed widening of I-95 towards the median in areas where possible has aided in reducing the
project footprint and overall impact to jurisdictional resources. The designs were developed in
more detail and adjusted to avoid and minimize impacts to jurisdictional areas. Avoidance
measures were taken during the planning and NEPA compliance stages. Minimization measures
were incorporated as part of the project design.
Page 11

NCDOT employs many strategies to avoid and minimize impacts to jurisdictional areas in all of
its designs. Many of these strategies have been incorporated into BMP documents that have been
reviewed and approved by the resource agencies that will be followed throughout construction.
All wetland areas not affected by the project will be protected from unnecessary encroachment
using protective orange fencing to ensure construction limits are confined to permitted areas.
General avoidance and minimization measures are as follows:
• NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will be
strictly enforced;
• Impacts to wetlands, streams, and open waters were avoided and/or minimized by adjusting
alignments and slopes;
• 3:1 fill slopes have been used at most stream and wetland crossings to reduce impacts and to
promote sheet flow since shoulder berm gutter is not used;
• At Site 20,4:1 slopes will be used to further avoid/minimize impacts;
• All storm drainage will be diffused and designed for non-erosive velocities before entering
stream and wetland areas to the maximum extent practicable;
• Direct discharge of stormwater to streams has been avoided to the extent practicable;
• Rip rap stabilization on banks of jurisdictional streams will be implemented to prevent
erosion;
• Minimizing"in stream"activities;
• Decreasing the footprint of the proposed project through the reduction of right-of-way
widths;
• Utilizing natural stream channel design principles when relocating streams;
• Site 29 ditch has been minimized to the greatest extent practicable,per discussion during 4C;
• Site 24 RCBC will be built offline. This construction method will provide faster construction
in the dry, less time in/around the jurisdictional features, and a safer work area for the
traveling public and construction crews. Rip rap in Stream D has been minimized to the
greatest extent practicable.
6.2. Compensation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above. Compensatory mitigation requirements for I-5986A jurisdictional
features are summarized below in Revised Table 24. The unavoidable impacts to Waters of the
U.S. will be offset by compensatory mitigation provided by NCDMS at ratios of 2:1 for wetland
and stream impacts with exception of wetland impacts considered total takes. Site 19 includes a
total take of 0.085 ac and Site 22 includes a total take of 0.053 acre. NCDOT proposes to
mitigate for these amounts at a ratio of 1:1 as no impacts to the remaining wetlands will occur.
There will be no mitigation required for permanent impacts to streams impacted by bank
stabilization.
NCDOT originally applied for a Phased Section 404 Individual Permit for the entire 26-mile
widening corridor with final designs for the I-5986B Section 1 and preliminary designs (slope
stakes+25')for the remaining phases of the project. An updated NCDMS acceptance letter is
included with this modification request due to the modification incorporating final design for I-
5986A.
Page 12

Revised Table 24.I-5986A(Final Design)Jurisdictional Feature Mitigation Summary
HUC Location Stream(10 Wetlands(ac)
Riparian Non-Riparian
03030004 _ 1062 6.075 3.513
03030006 j 237 1.196 1.650
Total 1,299 7.271 5.163
Grand Total 1,299 12.434
7.0 Regulatory Approvals
Section 404: Application is hereby made for a modification of the USACE Permit Number SAW-
2018-02276 Section 404 Individual Permit as required for the above-described activities
Section 401: We are requesting a modification to the WQC Permit Number 20190214 Section
401 Individual Water Quality Certification from NCDWR and providing this modification
request for their approval.
A copy of the permit modification application and its distribution list will be posted at
https://connect.ncdot.gov/resources/Environmental/Pages/Permits-and-Mitigation.aspx under
Quick Links.
Thank you for your assistance with this project. If you have any questions or need additional
information,please contact Deanna Riffey, [e-mail], 919-707-6151.
Sincerely,
DocuSigned by:
'alese4 C. R4c41444 111
AAAD1248B309416...
for Philip S. Harris, III, P.E., C.P.M.
Environmental Analysis Unit Head
cc: NCDOT Permit Application Standard Distribution List
Page 13

Appendix A:
Additional Survey Areas
Page 14

4,�� ,. , r ♦•! ir to k• ,•,„ 1 -•
• I I • I
Harnett it E ter: r s• Be�on•AV*v ,i
,•'` y "
_ _ County r C 1 4-4 �, •:
r r.I i •• t':�ts n
• ,. ♦ tb I . I a •I
♦ I •
,�••f♦ • •_ r Irr •• -- •I,• • , I• • _ • •, _ _, +f♦ • ,� .# •__ End Project
Ir I 4. 1♦ I •♦ •til ♦ I- •
♦ 'v. (Exit 81)
••r-rf ♦•♦ ♦ r ' I„I♦ f •• ♦I •w I , / I.
r•' ♦ , , •8 • •a• I♦ 1`. I I 0
%�•• ♦ ♦ I •1 II` I I v
♦ ••.• ♦ I a •I/ r .♦•
• • �.� • •r . I 7
♦I \�, , r t ` ••
I• -• • ♦ we • I 4s
• I. % ••• • r f 1 I♦ •4. ,
*� 5' .Linden I' • ••• pr, .I • `
Spring RF1) , •s� !•.♦♦ •. f • _r -
1 •
I• • s I.
C •
If . .
`••._� � R � ••• • I 1
I
• . .
I S
I♦ •. 1•.� W > I •
♦ •♦•* S I
f''. . • I \JohflStofl
S • ♦.•rI • •r x
I I ,•• _ . Additional •
♦• ,County
'- ' umitg
•l •.., / • • Areas
•'♦ I.. ,
♦ ♦ rR >/ I
•", •
Additional / , •
,�. ,♦' Areas ,' •`, //•I ,.)• ♦•
4 , , r
.♦ • -P •I , Wade • /// t •i I. • • `,
.j�}� . I �y /// / Falcon I • . _ .•
♦•
agal • •
•
•
•
• Is J. Of // ` I ••
.' t %. . . /• / . a '••
I •♦ .
, •♦ P.
' -
-- ♦ //• •` ,1 Sampson ,7� ♦♦♦• _ r -•-
11.`
-• - • County y-• - �• •� • ♦ _;r •�• it ' •
♦ •
Jr I `.••I • ♦ •♦ I .0 rrdrr,
1
,r ♦• - Eastover y•-i ••• •
I •• A • 1 r
6R
-”/� I•.• %-4,- I"� .f .•' ,. •! i: . Fre•ttwi ire Hwy
r r• ,I .. . .. 0
I • •f
¢s 1♦ •+I I I' ••a ; Begin Project _.•
�I♦ •
• ♦` i `,•• • (Exit 56) ; ' Newton Gro s
Ikol
I ./ '
1 I
JOHNSTON Key It/Tap-,,-\ << ' V ��.�:n s
NORTH CAROLINA
110
TIP: 1-5877 r DEPARTMENT OF TRANSPORTATION
HARNETT f .�„ ,:e HIGHWAYS DIVISION 6
TIP: 1-5878 �`,
*ti1*i ;��11E iI'r .t •• rd 195
��>�1���►���* +��y� —TIP: I-5883 CUMBERLAND `� r O 1 I 1-95 BUSINESS/US 301 (EXIT 56)TO 1-40 (EXIT 81).
r=iAjer niVA 'V Jiv$0t-� r`^ i WIDEN TO EIGHT LANES
f• 4ti�► I I II TIP: 1-5986 (Survey October 2017) % .,_ JOHNSTON
�V*in � • CUMBERLAND, HARNETT&JOHNSTON COUNTIES
HARNETT A,�'ia' 1-5986 Addendum Survey Areas r' ' Miles STIP PROJECT NO. 1-5986
'__' Municipal Boundaries r' SAMPSON 0 0.5 1 2 3 'My AI
Ma 1-5986 ADDENDUM
CUMBERLAND
_' NC County Boundaries -i"r FIGURE 1: VICINITY MAP

YD;,,STATE )
I'� '4) �`u D1i
"„ N: J�1F. .4..
`ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
TIM BAUMGARTNER
Director August 20,2020
Mr.Philip S.Harris,III,P.E.
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh,North Carolina 27699-1598
Dear Mr.Harris:
Subject: Mitigation Acceptance Letter: I-5986A,I-95 Improvements,Cumberland County,
WBS Number 47532.1.2
The purpose of this letter is to notify you that the Division of Mitigation Services(DMS)will provide the
compensatory stream and wetland mitigation for the subject project. Based on the information supplied by you on August 17,
2020,the impacts are located in CUs 03030004 and 03030006 of the Cape Fear River basin in the Southern Inner Coastal Plain
(SICP)Eco-Region,and are as follows:
Stream Wetlands
Stream and River CU Eco-
Wetlands Basin Location Region Cold Cool Warm Riparian Non- Coastal
Riparian Marsh
Impacts Cape Fear 03030004 SICP 0 0 1,062.0 6.075 3.513 0
Impacts Cape Fear 03030006 SICP 0 0 237.0 1.196 1.650 0
*Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit
application for details.
This mitigation acceptance letter replaces the mitigation acceptance letter issued on June 5,2019. DMS
commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with
this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28,2010. If the
above referenced impact amounts are revised,then this mitigation acceptance letter will no longer be valid and a new
mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information,please contact Beth Harmon at 919-707-8420.
Sincerely,
(! za di y//aAm erf.
Jame . Stanfill
DMS Asset Management Supervisor
cc: Mr.Monte Matthews,USACE—Raleigh Regulatory Field Office
Ms.Amy Chapman,NCDWR
File: I-5986A Revised
, -D_E Q
NORTH CAROLINA
Depar6nant of Environmental Ruall
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W.Jones Street 11652 Mail Service Center I Raleigh,North Carolina 27699-1652
919.707.8976

I-5986A 4B Interagency Concurrence Point Meeting Minutes RK
Avvp
S.T. WOOTEN
Date: March 11,2020
Meeting Minutes: March 31, 2020
Location: NCDOT Structures Conference Room
Time: 8:00 AM
Attendees: Paul Atkinson—NCDOT Hydraulics Matthew York—NCDOT Hydraulics
Chris Rivenbark—NCDOT EAU Alex Gaddie—NDOT EAU
Michael Penney—NCDOT DBU Tyler Stogner—NCDOT DBU
Glen Mumford—NCDOT DBU Kristy Alford—NCDOT SMU
Mike Sanderson—NCDOT EPU Felix Davila—FHWA
Jay Twisdale—TGS Engineers Jonathan Bivens—ST Wooten
Andy Barry—ST Wooten Thomas Bowers—ST Wooten
Tony Houser—RK&K Matthew Cook—RK&K
Brent Huskey—RK&K
Via Telephone:
Joanne Steenhuis—NCDWR Robert Patterson—NCDWR
Steve Kendall—NCDOT Div. 6 Jim Rerko—NCDOT Div. 6
Scott Pridgen—NCDOT Div. 6 Greg Price—NCDOT Div. 6
Michael Wood—Three Oaks
The 30% Hydraulic Review was held in order to reach agreement on concurrence point 4B for the 1-5986A I-95 widening
project in Cumberland County. The following items were discussed and conclusions reached:
Matthew Cook introduced the DB Team for the project. The project is broken up in to three design segments. This is a design
build (DB) project that was awarded August 2019 to the team of ST Wooten (contractor)and RK&K(prime engineer). The
project is approximately 15.4 miles from north of the NC 24/1-95 interchange to south of the Harnett/Cumberland county
line. He stated that the DB Team was also awarded 1-5877, however the team was given fully designed signed and sealed
plans with a permit. This 4B meeting is only to discuss 1-5986A, not 1-5877. The 25%roadway plans for the project have been
approved. The hydraulics design has been submitted to NCDOT and is currently under review.
This project currently has an approved corridor permit. The DB Team will be submitting a permit modification once the 4C
meeting is held and the plans/impacts are completed.
Mr. Cook stated that the original environmental features study corridor as shown in the environmental documents was not
large enough to include the project footprint. NCDOT Division 6 has coordinated obtaining additional features for the DB
Team and the jurisdictional determinations with the agencies. Several of the new features provided (streams and wetlands)
do not currently have names. NCDOT will coordinate providing those to the DB Team.
Plan sheet 4-7
• No impacts.
Plan sheet 8
• Stream with no name along-LSB-56+00-66 LT: Impacts due to proposed pipe outfall.
• Everyone discussed the use of riprap in the channel bottom of jurisdictional streams. Mr. Cook asked if all
jurisdictional stream locations that had riprap should not place riprap on the channel bottom and place a note on the
T.I.P.Project I-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.r.WOOTEN RK Cumberland and Harnett Counties,North Carolina

plans for"on banks only". Joanne Steenhuis said that it was the call of the hydraulics engineer if it was needed or
not. It is not a blanket call for all locations. She also asked that riprap been installed flush with the stream bed
when required (key-in). Mr. Cook said they would check each location.
Plan sheet 9
• Stream with no name at-LSB-72+00: Impacts due to proposed 66"WS pipe (inlet end) and 66" RCP(outlet end). The
existing RCBC will be retained, and the new pipe will be used as an overflow pipe, not buried.
• Reese Creek-1:See notes for plan sheet 10.
• Wetland with no name along the north bound 1-95 off ramp to Murphy Rd.: Impacts due to proposed 66"WS pipe
(inlet end).
• Wetland WA: Impacts due to proposed roadway fill. Mr. Cook stated that throughout the project,the Team has
called for toe protection along fill slopes adjacent to wetlands. The toe protection would help with stabilization of the
fill slope due to the anticipation of water constantly present beside it. The toe protection at these locations is not
needed to protect against erosion due to flow against it. It is being installed due to constant water next to the fill
slope and only placed on the fill slope, not in the mechanized clearing locations beyond the slopes.
• Wetland with no name along Sanderosa Rd.: No impacts.
• Wetland WB: No impacts this sheet.
Plan sheet 10
• Reese Creek-1/2: Impacts due to anticipated bridge.
This location was listed in the contract documents as an area that the DB Team should analyze more closely and offer
construction alternatives to NCDOT following award of the project. The DB Team has provided NCDOT with three
options:
o Replace the RCBC under 1-95 with a bridge for ultimate buildout for future lanes along with replacing the
downstream RCBC under Murphy Rd.with a bridge.
o Replace the RCBC under 1-95 with a bridge for current proposed construction along with replacing the
downstream RCBC under Murphy Rd.with a bridge.
o Replace the RCBC under 1-95 with an RCBC along with replacing the downstream RCBC under Murphy Rd.
with a bridge.
NCDOT Hydraulics agreed with the DB Team assessment that a bridge on 1-95 with a bridge at Murphy Rd.was the
best option. Currently NCDOT is deciding which bridge on 1-95 to move forward with. The DB Team will show impacts
that are required given the most current roadway plans at the time the permit modification will be submitted. If
decisions by NCDOT necessitate the plans to change, a permit modification for this area will be submitted.
• Stream SA: Impacts due to proposed 30"WS pipe. This pipe will not be buried since the jurisdictional stream does not
continue downstream of the pipe. Ms. Steenhuis asked if the proposed pipe could be moved to line up with the
entrance to the existing pipe. Mr. Cook stated that the new pipe needed to be installed by bore and jack methods
since the fill height was great. In order to maintain flow,the existing pipe must be kept in place with the new pipe
offset.
• Wetland WA: Impacts due to proposed roadway fill. Impacts due to proposed 30"WS pipe under-Y1NB-. There is
the potential for impacts due to the bridge on Reese Creek.
• Wetland WB: Impacts due to proposed roadway fill. Impacts due to proposed 66"WS pipe. Impacts due to proposed
36" WS pipe. Robert Patterson asked if the proposed 36"WS pipe could be shortened to minimize impacts in the
wetland. Mr.Cook said they would check the existing ground elevations and see if it could be done. There is the
potential for impacts due to the bridge on Reese Creek. Jonathan Bivens suggested shifting the proposed 66" WS
pipe and the proposed 36"WS pipe so that they were not on top of the existing pipes at these locations.
• Wetland WC: Impacts due to proposed 30"WS pipe.
• Wetland WD: Impacts due to proposed 30" WS pipe and ditch construction.
Plan sheet 11
• No impacts.
Plan sheet 12
• Wetland WH: Impacts due to proposed roadway cut. This will be a total take.
• Wetland WE: Impacts due to proposed roadway fill and ditch. This will be a total take.
/VP T.I.P.Project 1-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.T.S.T.WOOTEN l�K- K. Cumberland and Harnett Counties,North Carolina

Plan sheet 13
• Stream SB: Impacts due to proposed 2 @ 36" RCP. This pipe will not be buried since it is not jurisdictional upstream.
• Wetland WH: Impacts due to proposed roadway cut. This will be a total take.
• Wetland WF: Impacts due to proposed roadway fill. This will be a total take.
• Wetland WG: No impacts.
Plan sheet 14
• Wetland WI: Impacts due to proposed roadway cut. This will be a total take.
Plan sheet 15
• Wetland WJ: Impacts due to proposed roadway fill. This will be a total take.
• Wetland WK: Impacts due to proposed roadway fill and ditch. Mr. Cook said he believed they could remove the ditch
causing some of the impact.
• Wetland WL: Impacts due to proposed roadway fill and ditches.
Plan sheet 16
• Wetland WJ: Impacts due to proposed roadway cut. This will be a total take.
Plan sheet 17-18
• No impacts.
Plan sheet 19
• Baker Swamp: Impacts due to proposed 54"WS pipe. The existing pipe will be retained, and the new pipe will be
used as an overflow pipe, not buried. The design at this location is being finalized and might require additional riprap
at the pipe outlet at-Y4-.
• Wetland WR: Impacts due to proposed roadway fill and ditch.
• Wetland WS: Impacts due to pipe clean out.
• Wetland WO: Impacts due to proposed roadway cut and proposed 54"WS pipe. The existing pipe will be retained,
and the new pipe will be used as an overflow pipe, not buried.
• Wetland WN: Impacts due to proposed 54"WS pipe.
• Wetland WM: No impacts.
Plan sheet 20
• Baker Swamp: Impacts due to proposed 66"WS pipe. This pipe will not be buried since the short jurisdictional stream
section downstream will be completely impacted by a riprap pad, and the upstream section is located completely
inside an interchange gore area.
• Wetland WO: Impacts due to roadway cut/fill and proposed 30" RCP.
• Wetland WP: Impacts due to roadway fill.
• Wetland WO: Impacts due to roadway fill and proposed 66"WS pipe.
• Wetland with no name along-YSRPA-39+00: Impacts due to roadway fill. A 36" RCP equalizer will be used at this
location. Chris Rivenbark asked if this should be considered a total take. He said that if the project was not removing
the hydrology of the wetland and that at least 0.25ac of wetland was not impacted that it might not be considered a
total take. Mr. Cook said that the hydrology would remain and that they would check the area impacted. If it is
considered a total take the plansheet would only show hatching for what is impacted with the impact summary table
reflecting the filled acreage due to the project and the additional total take acreage noted at the bottom.
• Wetland WX: Impacts due to roadway fill. Ms. Steenhuis was concerned about the ditch running next to the wetland
possibly draining it, however Mr. Cook stated that the existing pattern has a ditch running along 1-95 and the wetland
with the wetland still functioning. The Team is matching this pattern, and the wetland will continue to be fed as it
currently is.
• Wetland WV: Impacts due to roadway fill.
• Wetland WW: Impacts due to roadway fill. The remaining non-impacted wetland area inside-Y5LPD-will be
considered impacted.
• Wetland WR: No impacts.
T.I.P.Project I-5986A/1-5877-1-95 Widening and Interchange Reconstruction 0,
S.r.WOOTEN RK[ K. Cumberland and Harnett Counties,North Carolina

Plan sheet 21
• No impacts.
Plan sheet 22-23
• Stream SC: Impacts due to proposed 2 @ 8'x8' RCBC and channel ties. The question was asked why the culvert
channel ties are so long. Due to traffic control and maintaining lanes for 1-95 traffic,the proposed RCBC needs to be
installed offline, not in the existing RCBC location. This necessitates tying the new channels back to the existing
channels in a manner that minimizes scour. With this stream on a skew, it is more difficult to tie in quickly. The
proposed channel bottoms will be checked to see in riprap is necessary, however the new channel banks will
definitely use riprap and fabric.
• Mr. Cook stated that the existing jurisdictional stream info did not extend the limits of the stream very far off the
project site. He asked if the Team could extend the stream limits up and downstream due to the RCBC channel tie-
ins. The Team survey, QL2 data, and aerials would all be used to supplement the information. Everyone was OK with
this.
Plan sheet 24-26
• No impacts.
Plan sheet 27
• Stream SD: Impacts due to proposed 2 @ 10'x7' RCBC and channel ties. Mr. Cook showed a new channel tie-in for
this proposed channel that is shorter than the original option presented in the submittal to the agencies. It was
discussed that stream impact lengths would be based on prevailing direction of flow and would not include fingers
since this is considered a single stream. The proposed channel bottoms will be checked to see in riprap is necessary,
however the new channel banks will definitely use riprap and fabric. The question was raised be several why the new
RCBC location was not on the opposite side of the existing RCBC. The potential for easier channel tie-in and less
wetland impact could be on the opposite side. Mr. Cook said he would investigate and move it if possible. Mr.
Rivenbark said that it might be helpful to justify in the Stormwater Management Plan as well as the permit
modification why the RCBC is being built offline.
• Wetland WZ: Impacts due to proposed 2 @ 10'x7' RCBC, channel ties, roadway fill, a proposed 15" RCP, and ditches.
• Wetland WY: Impacts due to proposed 2 @ 10'x7' RCBC, channel ties, pipe removal, and ditch.
Plan sheet 28-30
• No impacts.
Plan sheet 31
• Stream SE: Impacts due to proposed 11'x7' RCBC and channel ties. The proposed channel bottoms will be checked to
see in riprap is necessary, however the new channel banks will definitely use riprap and fabric.
• Wetland WAB: Impacts due to proposed 11'x7' RCBC channel tie.
• Wetland WAA: No impacts. A pipe system (instead of a ditch) has been installed to eliminate impacts.
From this point forward, Brent Huskey led the discussion on each plan sheet.
Plan sheet 32
• Wetland WAC: Impacts due roadway fill, 15" RCP and 24" RCP outlets.
• Wetland WAF: Impacts due to roadway fill. This is a total take.
Plan sheet 33
• Wetland WAF: Impacts due to roadway fill. This is a total take.
• Wetland WAG: Impacts due to roadway fill and proposed 30" RCP outlet.
Plan sheet 34
• Wetland WAH: Impacts due to proposed 2 @ 48" RCPs and ditch. Mr. Huskey explained that the Team tried to
minimize the amount of ditch required through the wetland as much as possible by designing it extremely flat while
Ati4 T.I.P.Project I-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.T.S.T.WOOTEN RK[ K. Cumberland and Harnett Counties,North Carolina

still providing positive flow. Jay Twisdale asked about the existing pipe just downstream of the proposed 2 @ 48"
RCPs/ditch. It is shown as an overgrown pipe in the planimetrics. Mr. Cook said that they could investigate and
work with NCDOT to replace it since it is very close downstream. The size of the ditch feeding it would limit the
amount of Q that would reach it, but the size of the pipe could be maximized to the size of the ditch.
Plan sheet 35
• Stream SF: Impacts due to proposed 12'x6' RCBC and channel ties. The proposed channel bottoms will be checked to
see in riprap is necessary, however the new channel banks will definitely use riprap and fabric. This channel is
jurisdictional only on the outlet end.
• Wetland WAK: Impacts due to roadway fill, ditch, and proposed 12'x6' RCBC channel tie.
• Wetland WAI: Impacts due to roadway fill, ditch, and proposed 12'x6' RCBC channel tie.
Plan sheet 36
• Wetland WAK: Impacts due to roadway fill.
• Wetland WAI: Impacts due to roadway fill.
• Wetland WAL: No impacts.
• Wetland WAJ: No impacts. This wetland is directly adjacent to WAI, but after reviewing the NRTR it is believed that
the impacts in this area are in wetland WAI, not WAJ.
Plan sheet 37-39
• No impacts.
Plan sheet 40-41
• No impacts. Ms. Steenhuis asked about the easement shown through the pond at-L-492+00 LT. Mr. Cook said they
would check if the easement is required. The NRTR shows the pond as not being jurisdictional.
Plan sheet 42
• Wetland WAM: Impacts due to roadway fill.
Plan sheet 43
• Wetland WAN: Impacts due to roadway fill and ditch
• Wetland WAO: No impacts.
Plan sheet 44
• Stream SG: Impacts due to proposed 8'x7' RCBC and channel ties. The proposed channel bottoms will be checked to
see in riprap is necessary, however the new channel banks will definitely use riprap and fabric. There was discussion
concerning the skew of the proposed RCBC and the channel ties. Mr. Cook said that several factors were taken in to
account. It was the Team's intention to have no impacts to the pond upstream even though stream SG is extremely
close. The proposed RCBC alignment was set to alleviate the angles of both parts of stream SG entering it. The
proposed RCBC is skewed to maintain the existing drainage in the median to keep drainage off the work site and to
maintain the existing RCBC outlet until construction is complete. Steve Kendall asked that adequate inlet protection
be provided at the proposed RCBC due to the channels.
• Mr. Cook stated that the existing jurisdictional stream info did not extend the limits of the stream far enough off the
project site to tie in the upstream proposed RCBC channel. He asked if the Team could extend the stream limits
upstream due to the RCBC channel tie-ins. The Team survey, QL2 data, and aerials would all be used to supplement
the information. Everyone was OK with this.
• Wetland WAP: Impacts due to ditch and proposed 8'x7' RCBC channel tie.
• Wetland WAQ: Impacts due to ditch.
Plan sheet 45-46
• No impacts.
"i4/ T.I.P.Project I-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.T.S.T.WOOTEN RK[ K. Cumberland and Harnett Counties,North Carolina

Plan sheet 47
• Stream SH: Impacts due to proposed 9'x7' RCBC and channel ties. The proposed channel bottoms will be checked to
see in riprap is necessary, however the new channel banks will definitely use riprap and fabric. There was discussion
concerning the skew of the proposed RCBC and the channel ties.
• Wetland WAS: Impacts due to ditches and proposed 9'x7' RCBC channel tie.
• Wetland WAR: No impacts.
Plan sheet 48
• Wetland WAT: Impacts due to ditch.
• Wetland WAR: No impacts.
Plan sheet 49
• Wetland WAT: Impacts due to roadway fill.
• Wetland WAU: No impacts.
Plan sheet 50
• Stream SI: Impacts due to proposed 72" RCP. No sill will be included on the pipe.
• Wetland WAL: Impacts due to ditch.
• Wetland WAW: Impacts due to roadway fill, ditches and proposed 72" RCP.
• Wetland WAV: Impacts due to roadway fill, ditches and proposed 72" RCP.
Plan sheet 51
• Wetland WAX: Impacts due to ditch.
Plan sheet 52
• Stream SJ: Impacts due to proposed 7'x7' RCBC and channel ties.
• Wetland WAX: No impacts.
Plan sheet 53
• Wetland WAY: Impacts due 2 @ 30" RCPs.
• Wetland WAZ: Impacts due to ditch.
• Wetland WAZ: No impacts.
Plan sheet 54
• Stream Black River: Impacts due to proposed bridge and roadway fill, and 15" RCP outlet. In the areas of impacts that
are not considered linear to Black River, a permanent surface water acreage impact will be included, but no linear
impact. An example is along-L-676+50 RT.
• Wetland WAZ: Impacts due proposed bridge, roadway fill, and 15" RCP outlet.
Plan sheet 55
• Stream Black River: Impacts due to roadway fill that will be considered a permanent surface water acreage impact but
no linear impact.
• Wetland WAZ: Impacts due roadway fill and 15" RCP outlet.
Plan sheet 56
• Stream Black River: Impacts due to roadway fill that will be considered a permanent surface water acreage impact but
no linear impact.
• Wetland WAZ: Impacts due roadway fill and ditch.
Plan sheet 57
• No impacts.
,7 T.I.P.Project 1-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.T.S.T.WOOTEN RK[ K. Cumberland and Harnett Counties,North Carolina

Plan sheet 58
• Wetland WBB: Impacts due roadway cut(cut is outside wetland, only mechanized clearing impact).
• Wetland WBA: No impacts.
Plan sheet 59
• Wetland WBC: Impacts due to ditch (ditch is outside wetland, only mechanized clearing impact). It was noted that
the wetland should be checked for a low channel running through it.
Plan sheet 60
• No impacts. The existing channel is not jurisdictional.
Plan sheet 61
• Stream SK: Impacts due to proposed 72" RCP. No sill will be included on the pipe.
• Wetland WBD: No impacts.
Plan sheet 62-65
• No impacts.
Plan sheet 66
• Stream with no name-Y5-45+00: Impacts due to extension of existing 2 @ 7'x8' RCBC on upstream (-YS- LT) end.
• Mr. Cook stated that the limits of the existing jurisdictional stream info might not extend far enough off the project
site to tie in the upstream proposed RCBC channel. He asked if the Team could extend the stream limits upstream
due to the RCBC channel tie-ins. The Team survey, QL2 data, and aerials would all be used to supplement the
information. Everyone was OK with this.
• Wetland with no name-Y5-38+00 LT: Impacts due to roadway fill, 15"CMP outlet.
• Wetland with no name-Y5-35+50 LT: No impacts.
• Wetland with no name-Y5-37+00 RT: No impacts.
Plan sheet 67
• Wetland with no name-Y5-55+00 LT: Impacts due to roadway fill, 15"CMP outlet.
• Wetland with no name-Y5-62+00 LT: Impacts due to roadway fill, 15"CMP outlet.
• Wetland with no name-Y5-49+00-58+00 RT: No impacts.
• Wetland WT: No impacts.
Plan sheet 68
• Wetland with no name-Y5-64+00 LT: Impacts due to roadway fill.
• Wetland WT: Impacts due to ditch.
• Wetland WU: Impacts due roadway fill, 24"WS pipe
• Wetland WS: No impacts.
• Wetland WR: No impacts.
Plan sheet 69
• Wetland WS: Impacts due to existing pipe cleanouts.
Plan sheet 70
• Wetland WO: Impacts due to roadway fill.
• Wetland WN: Impacts due to roadway fill and ditch.
• Wetland with no name along-YSB-and -Y5C-: Impacts due to roadway fill.
• Wetland WV: No impacts.
Plan sheet 71
• Wetland with no name along-YSB-: Impacts due to roadway fill.
/VP T.I.P.Project I-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.T.S.T.WOOTEN l�K[ K. Cumberland and Harnett Counties,North Carolina

Plan sheet 72-82
• No impacts.
After completing the review of the plans, Mr. Cook asked if anyone was interested in a field visit to see the sites and project.
No one felt it necessary to review the project in person.
Note:A couple weeks after the 4B meeting, Deanna Riffey supplied the Team with the names of the jurisdictional features
that were shown as "No Name"throughout the 4B drawings. These names will be shown in the 4C permit drawings.
The meeting adjourned.
R:\Hydraulics\DOCUMENTS\Permit\I-5986A 4B Minutes.docx
T.I.P.Project I-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.T.S.T.WOOTEN R�[ K. Cumberland and Harnett Counties,North Carolina

I-5986A 4C Interagency Concurrence Point Meeting Minutes RK
Avvp
S.T. WOOTEN
Date: May 13, 2020
Meeting Minutes: May 27, 2020
Location: Virtual conference held via GoTo Meeting: https://global.gotomeeting.com/join/850316941
Time: 8:00 AM
Attendees: Liz Hair—USACE Joanne Steenhuis—NCDWR
Robert Patterson—NCDWR Loretta Barren—FHWA
Paul Atkinson—NCDOT Hydraulics Matthew York—NCDOT Hydraulics
Chris Rivenbark—NCDOT EAU Deanna Riffey—NDOT EAU
Wes Cartner—NCDOT EAU Mark Staley—NCDOT REU
Michael Penney—NCDOT DBU Glen Mumford—NCDOT DBU
Kristy Alford—NCDOT SMU Mike Sanderson—NCDOT EPU
Rusty Marsh—NCDOT Div. 6 Jim Rerko—NCDOT Div. 6
Scott Pridgen—NCDOT Div. 6 Greg Price—NCDOT Div. 6
Jason Salisbury—NCDOT Div. 6 Donna Jackson—NCDOT Alternative Delivery
Jay Twisdale—TGS Engineers Jonathan Bivens—ST Wooten
Andy Barry—ST Wooten Mike Merritt—RK&K
Tony Houser—RK&K Matthew Cook—RK&K
Brent Huskey—RK&K Alexis Burke—RK&K
Michael Wood—Three Oaks Nancy Oberle—Three Oaks
An interagency concurrence point meeting was held in order to reach agreement on concurrence point 4C for the 1-5986A I-95
widening project in Cumberland County. The following items were discussed and conclusions reached:
Matthew Cook introduced the DB Team for the project. The project is broken up in to three design segments, 1, 2, and 3. This
is a design build (DB) project that was awarded August 2019 to the team of ST Wooten (contractor) and RK&K(prime
engineer). The project is approximately 15.4 miles from north of the NC 24/1-95 interchange to south of the Harnett/
Cumberland County line. He stated that the DB Team was also awarded 1-5877, however the team was given fully designed
signed and sealed plans with a permit. This 4C meeting is only to discuss I-5986A, not 1-5877. The right of way roadway plans
for the project have been accepted by NCDOT as well as the hydraulics design.
This project currently has an approved corridor permit. The DB Team will be submitting a permit modification request in the
near future.
Mr. Cook stated that the DB Team has requested additional jurisdictional feature coverage for the area around the Murphy
Road interchange and asked about the status of that information. Greg Price stated that the information was still being
worked on by NCDOT and will be provided at a later date.
Mr. Cook stated that the impact summary table had been revised since it was submitted to the agencies two weeks prior to
the 4C meeting. Most of the permit impact sites now have a single line in the table showing the associated impacts. This was
done to streamline the impacts and provide a consistent table. Deanna Riffey asked that every jurisdictional feature have its
own permit site number and line in the table. Joanna Steenhuis and Liz Hair said they preferred it as it was now shown. The
impacts are also shown to the thousandths decimal position which the Merger Team agreed was preferred.
The group then began reviewing the permit drawings.
T.I.P.Project I-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.r.WOOTEN Ric Cumberland and Harnett Counties,North Carolina

Permit drawing 8 of 163
• Site 1:Stream DC. Impacts due to proposed pipe outfall.
Permit drawing 10 of 163
• Site 2:Stream SV-1, SV-2; wetland WCB. Impacts due to proposed 66"WS pipe (inlet end) and 66" RCP (outlet end).
The existing RCBC will be retained, and the new pipe will be used as an overflow pipe (not buried). Impacts at the
ends of welded steel pipes installed by bore and jack methods throughout the project(as this one will be) used a
standard 50'x 30' bore pit area to determine impacts. This area was used on both the bore end and receiving end.
This is because the contractor is unsure at this time which end will be the best for the boring end. Jim Rerko asked
that the temporarily impacted bore pit locations be restored to natural conditions when construction is complete.
• Site 3: Reese Creek-1;wetland WA. Impacts due to existing pipe cleanout. See additional notes for permit drawing
16.
Permit drawing 16 of 163
• Site 3: Reese Creek-2;wetland WA. Impacts due to 18" RCP and roadway fill.
This location was listed in the contract documents as an area that the DB Team should analyze more closely and offer
construction alternatives to NCDOT following award of the project. The DB Team has provided NCDOT with three
options:
o Replace the RCBC under 1-95 with a bridge for ultimate buildout for future lanes along with replacing the
downstream RCBC under Murphy Rd.with a bridge.
o Replace the RCBC under 1-95 with a bridge for current proposed construction along with replacing the
downstream RCBC under Murphy Rd.with a bridge.
o Replace the RCBC under 1-95 with an RCBC along with replacing the downstream RCBC under Murphy Rd.
with a bridge.
NCDOT agreed with the DB Team assessment that a bridge on 1-95 with a bridge at Murphy Rd. is the best option.
The supplemental for this work is currently under review by NCDOT. The DB Team will show impacts that are
required given the most current roadway plans at the time the permit modification will be submitted. If decisions by
NCDOT necessitate the plans to change, a permit modification for this area will be submitted.
• Site 4:Stream SA;wetlands WA,WC. Impacts due to proposed 30"WS pipe. This pipe will not be buried since the
jurisdictional stream does not continue downstream of the pipe.
• Site 5:Wetland WB: Impacts due to proposed 66"WS pipe. Ms. Steenhuis asked if impacts due to the control access
fence will be included. Chris Rivenbark said that those impacts are generally not included since they are minor in
nature and only minimal clearing would occur for them. Jonathan Bivens said that the equipment used to install the
fence generally did not create a large disturbance.
• Site 6:Wetlands WB, WD. Impacts due to proposed 36"WS pipe.
Permit drawing 20 of 163
• Site 7:Wetland WH. Impacts due to proposed roadway fill. This will be a total take.
• Site 8:Wetland WE: Stream impacts due to proposed 2 @ 36" RCP. Wetland impacts due to proposed roadway fill
and ditch. This will be a total take.
Permit drawing 23 of 163
• Site 7(continued):Wetland WH. Impacts due to proposed roadway fill. This will be a total take.
• Site 9:Stream SB; wetland WF: Impacts due to proposed roadway fill and ditch. This will be a total take.
Permit drawing 26 of 163
• Site 10:Wetland WI. Impacts due to proposed roadway fill. This will be a total take.
Permit drawing 29 of 163
• Site 11:Wetland WJ. Impacts due to proposed roadway fill. This will be a total take. The slope stakes have been
revised since the production of the 4C drawings. Wetland WK will no longer be impacted.
• Site 12:Wetland WL. Impacts due to proposed roadway fill and ditches. Michael Penney stated that NCDOT is
currently reviewing this location and several other locations for the possibility of including shoulder berm gutter and
41/44 T.I.P.Project I-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.T.S.T.WOOTEN R�[ K. Cumberland and Harnett Counties,North Carolina

its associated drainage. The DB Team has not been given the notice to proceed with this option. The drawings will be
updated accordingly if necessary following NCDOT's decision.
Permit drawing 34 of 163
• Site 11(continued):Wetland WJ. Impacts due to proposed roadway fill. This will be a total take.
Permit drawing 36 of 163
• Site 13:Wetland WR. Impacts due to proposed roadway fill.
• Site 14:Wetland WR. Impacts due to proposed roadway fill and ditch.
• Site 15:Wetland WO. Impacts due to proposed roadway fill and 54"WS pipe. The 54"WS pipe will be installed 1'
higher than the invert of the existing 42" RCP at this location to serve as an overflow pipe. Stream Baker Swamp-2 is
impacted by a 66" RCP(not buried), at this site as well but is reflected on drawing 43.
• Site 16:Stream Baker Swamp-1;wetland WN. Impacts due to proposed 54"WS pipe. The 54"WS pipe will be
installed 1' higher than the invert of the existing 42" RCP at this location to serve as an overflow pipe.
A general conversation was held at this point in the meeting regarding geotextile fabric under riprap. It was decided by the
NCDOT Division and Merger Team that fabric would not be used under riprap in jurisdictional streams, including the banks and
stream bottom. It will continue to be used in non-jurisdictional channels and for bank stabilization. Paul Atkinson noted that
the approved Culvert Survey Reports did not need to be revised based on this comment, only the plans.
Also discussed was how to call out impacts due to riprap in jurisdictional channels. If riprap is used in the base of a channel as
a stabilization measure, and the channel has not been realigned,the length of the riprap pad will be called out as"Structure
Stabilization" on the impact summary. If riprap is on the banks only, and the channel has not been realigned, it will be called
out as "Bank Stabilization" on the impact summary. Neither"Structure Stabilization" or"Bank Stabilization" will require
mitigation.
Permit drawing 43 of 163
• Site 15:See notes from drawing 36.
• Site 17:Wetland WO: Impacts due to proposed roadway fill and ditch.
• Site 18:Stream Baker Swamp-3;wetland WP: Impacts due to proposed roadway fill, 60" RCP (not buried), and 66"
RCP (not buried). The 60" RCP Is not buried since it is part of a median system and is not jurisdictional upstream. The
66" RCP will not be buried since the short jurisdictional stream section downstream will be completely impacted by a
riprap pad, and the upstream section is located completely inside an interchange gore area.
• Site 19:Wetland WCG. Impacts due to proposed roadway fill. A 36" RCP equalizer will be used at this location. This
wetland will be considered a total take on the impact summary. However,the wetland will not be hatched outside of
the interchange along-Y5LPD- LT. A note on the impact summary will state what is actually impacted by the project.
• Site 20:Wetland WX. Impacts due to proposed roadway fill.
• Site 21:Wetland WV. Impacts due to proposed roadway fill.
• Site 22:Wetland WW. Impacts due to proposed roadway fill. The remaining non-impacted wetland area inside-
Y5LPD-will be considered impacted on the impact summary, however it will not be hatched. A note on the impact
summary will state what is actually impacted by the project.
Permit drawing 52 of 163
• Site 23:See notes from drawing 54.
Permit drawing 54 of 163
• Site 23:Stream SC-1,SC-2. Impacts due to proposed 2 @ 8'x8' RCBC and channel ties. The RCBC is buried 1.0'with a
1'sill in the right cell.
Permit drawing 57 of 163
• Site 24:Stream SD-1,SD-2; wetlands WY and WZ. Impacts due to proposed 3 @ 10'x8' RCBC, channel ties, and
ditches. The RCBC is buried 1.0'. The impacts have been revised since the production of the 4C drawings to exhibit
excavation where the new RCBC channel ties through the wetlands. The permanent stream impact overall length is
based on a perpendicular length to the roadway alignment from the ends of the existing RCBC to the new channel
"i47 T.I.P.Project I-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.T.S.T.WOOTEN RK[ K. Cumberland and Harnett Counties,North Carolina

ties. Mike Wood stated that during their field research the stream boundaries along this site should more accurately
be classified as wetlands. Ms. Hair and Ms.Steenhuis agreed that Three Oaks could reevaluate this site to better
represent the channel in the RCBC area and wetlands beyond the channel. The GPS coordinates for the wetlands will
be provided to RK&K to determine the jurisdictional impacts.
Permit drawing 60 of 163
• Site 25:Stream SE-1,SE-2; wetland WAB. Impacts due to proposed 10'x7' RCBC, channel ties, and ditch. The RCBC is
buried 1.0'with a 1' sill 5' in length. The fill in wetland impact under the RCBC channel will be changed to excavation.
A note for the sill will be added to the pipe profile on drawing 62.
• Site 27:Wetland WAF. Impacts due to roadway fill. This is a total take.
From this point forward, Brent Huskey led the discussion on each plan sheet.
Permit drawing 63 of 163
• Site 26:Wetland WAC. Impacts due proposed roadway fill, 15" RCP and 30" RCP.
• Site 27:Wetland WAF. Impacts due to roadway fill. This is a total take.
Permit drawing 67 of 163
• Site 27(continued):Wetland WAF. Impacts due to roadway fill. This is a total take.
• Site 28:Wetland WAG. Impacts due to roadway fill and proposed 30" RCP outlet.
Permit drawing 71 of 163
• Site 29:Wetland WAH: Impacts due to proposed 2 @ 48" RCPs and ditch. Mr. Huskey explained that the Team tried
to minimize the amount of ditch required through the wetland as much as possible by designing it extremely flat
while still providing positive flow. Further downstream from the 2 @ 48" RCPs, an existing overgrown pipe will be
replaced with a 48" RCP. After field research the DB Team determined that this is the largest pipe that can physically
fit in the channel. The impacts will be due to the installation of the pipe. There will be no impacts to wetlands where
the existing pipe currently lays; impacts will be temporary wetland impacts beyond the ends to the existing pipe.
• Site 57:Wetland WAG. Impacts due to pipe plug construction. This site will be renumbered to Site 48.
Permit drawing 75 of 163
• Site 30:Stream SF;wetlands WAI and WAK. Impacts due to proposed 12'x6' RCBC, channel ties,and ditches. The
RCBC is not buried since the crossing is not jurisdictional east of 1-95. The impacts have been revised since the
production of the 4C drawings to exhibit excavation where the new RCBC channel ties through the wetlands. Robert
Patterson pointed out that the median trunkline ran through several sheets and asked if it could possibly outlet to the
outside earlier. Mr. Huskey said that they tried to do so, but the elevations of the system required extending it to the
RCBC at-L-423+50.
Permit drawing 79 of 163
• Site 30(continued):Wetlands WAI and WAK. Impacts due to roadway fill.
Permit drawing 82 of 163
• Site 31:Wetland WAM. Impacts due to roadway fill.
Permit drawing 85 of 163
• Site 32:Wetland WAN. Impacts due to roadway fill and ditch. The impacts have been revised since production of the
4C drawings due to the ability to tighten up the slope stakes. The pipe profile (drawing 90) and label on the plan view
will note that the RCBC is buried 1.0'.
Permit drawing 88 of 163
• Site 33:Stream SG-1,SG-2,SG-3;wetlands WAP and WAQ. Impacts due to proposed 8'x8' RCBC, channel ties, and
ditch. The RCBC is buried 1.0'. The temporary impacts along the service road near the existing 2 @ 66" RCPs have
been extended due to construction of the pipe plugs.
"i4/ T.I.P.Project I-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.T.S.T.WOOTEN RK[ K. Cumberland and Harnett Counties,North Carolina

Permit drawing 92 of 163
• Site 34:Stream SH-1,SH-2;wetland WAS. Impacts due to proposed 10'x7' RCBC and channel ties. The RCBC is buried
1.0'.
Permit drawing 96 of 163
• Site 35:Wetland WAT. Impacts due to proposed roadway fill and ditch.
Permit drawing 99 of 163
• Site 35 (continued):Wetland WAT. Impacts due to proposed roadway fill.
Permit drawing 102 of 163
• Site 37:Stream SI-1,SI-2;wetlands WAV and WAW. Impacts due to proposed 72" RCP, buried 1.0', proposed
roadway fill and ditches. Mr. Cook asked if the same structural stabilization call-outs should be used on the inlet end
of crossings like this one. It is a large 72" headwall. Ms. Hair said the inlet end should not use the structural
stabilization call-out.
Permit drawing 106 of 163
• Site 38:Wetland WAX. Impacts due to ditch.
Permit drawing 109 of 163
• Site 39:Stream SJ-1,SJ-2. Impacts due to proposed 7'x7' RCBC and channel ties. The RCBC is buried 1.0'.
Permit drawing 112 of 163
• Site 40:Wetland WAY. Impacts due to 2 @ 30" RCPs(not buried).
• Site 41:Wetland WAZ. Impacts due to ditch.
Permit drawing 116 of 163
• Site 42:Stream Black River; wetland WAZ. Impacts due to proposed bridge, roadway fill, and 15" RCP outlet. A
permanent surface water linear impact will be included where the fill slope extends into the water. The bridge pier
square footage impacts will be listed as a note on the impact summary sheet. Mr.Wood stated that during their field
research the stream boundaries along this site should more accurately be classified as wetlands. Ms. Hair asked if
there was standing water in those areas. Mr.Wood said they were wooded. Ms. Hair and Ms.Steenhuis agreed that
Three Oaks could reevaluate this site to better represent the channel in the RCBC area and wetlands beyond the
channel. The GPS coordinates for the wetlands will be provided to RK&K to determine the jurisdictional impacts. An
example is along-L-676+50 RT. Jay Twisdale asked that the temporary causeway depiction on the bridge profile on
drawing 118 be updated to show the causeway extending to the proposed piles.
Permit drawing 121 of 163
• Site 42(continued):Wetland WAZ. Impacts due to proposed roadway fill.
• Site 43:Wetland WAZ. Impacts due to proposed roadway fill.
Permit drawing 123 of 163
• Site 43(continued):Wetland WAZ. Impacts due to proposed roadway fill.
• Site 44:Wetland WAZ. Impacts due to proposed ditch.
Permit drawing 126 of 163
• Site 45:Wetland WBB: Impacts due to proposed roadway cut(cut is outside wetland, only mechanized clearing
impact).
Permit drawing 129 of 163
• Site 46:Wetland WBC. Impacts due to proposed roadway fill and ditch tie to existing ditch running through the
wetland.
Permit drawing 132 of 163
V.41 T.I.P.Project I-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.T.S.T.WOOTEN l�K[ K. Cumberland and Harnett Counties,North Carolina

• Site 47:Stream SK-1, SK-2. Impacts due to proposed 72" RCP, buried 1.0'.
Permit drawing 135 of 163
• Site 48:Wetland WCK. These impacts will be removed. This site will be removed from the set.
• Site 49:Stream SY-2. Impacts due to extension of existing 2 @ 8'x8' RCBC on upstream (-Y5- LT)end.
Permit drawing 138 of 163
• Site 50:Wetland WCJ. Impacts due to proposed roadway fill, 15"CMP outlet.
• Site 51:Wetland WCI. Impacts due to proposed roadway fill, 15" CMP outlet.
Permit drawing 141 of 163
• Site 51 (continued):Wetland WCI. Impacts due to proposed roadway fill, ditch.
• Site 52:Wetland WT. Impacts due to proposed roadway fill.
• Site 53:Wetland WU. Impacts due proposed roadway fill, 24"WS pipe, and 24" RCP.
Permit drawing 145 of 163
• Site 54:Wetland WS: Impacts due to existing pipe cleanouts.
Permit drawing 149 of 163
• Site 15 (continued):Wetland WO. Impacts due to proposed roadway fill.
• Site 16(continued):Wetland WN. Impacts due to roadway fill and ditch.
• Site 55:Wetland WCE. Impacts due to proposed roadway fill.
• Site 56:Wetland WCE. Impacts due to proposed roadway fill.
Permit drawing 154 of 163
• Site 56:Wetland WCE. Impacts due to proposed roadway fill.
After completing the review of the plans, Mr. Cook asked if anyone was interested in a field visit to see the sites and project.
No one felt it necessary to review the project in person.
Ms. Riffey asked if there were any jurisdictional impacts due to utilities. Mr. Cook stated that they did not have any at this
time. The design and coordination are still ongoing. Mr. Bivens stated that the Team is working together to ensure avoidance
and minimization measures are being incorporated into the utility design to the maximum extent practicable. If any impacts
are deemed required for construction, and if they are not incorporated prior to submittal of the permit modification for the
agencies' approval, a separate permit modification request will be submitted at a later date.
The meeting adjourned.
R:\Hydraulics\DOCUMENTS\Permit\I-5986A 4C Minutes.docx
T.I.P.Project 1-5986A/1-5877-1-95 Widening and Interchange Reconstruction
S.T.S.T.WOOTEN R�[ K. Cumberland and Harnett Counties,North Carolina

Submitted 9/2/2020
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47532.3.2 TIP No.: I-5986A County(ies): Cumberland Page 1 of 5
General Project Information Ell
WBS Element: 47532.3.2 ITIP Number: I-5986A Project Type: Roadway Widening Date: 8/6/2020
NCDOT Contact: Paul Atkinson,PE Contractor/Designer: Matthew Cook,PE
Address: 1202 Birch Ridge Drive Address: 8601 Six Forks Road Forum 1,Suite 700
Raleigh,NC 27610 Raleigh,NC 27615
Phone: [phone] Phone: [phone]
Email:[e-mail] Email: [e-mail]
City/Town: Raleigh County(ies): Cumberland
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? Yes
Project Description _
Project Length(lin.miles or feet): 15.42 MI. I Surrounding Land Use: Farmland,Woods,Little Residential
j Proposed Project Existing Site
Project Built-Upon Area(ac.) 488.5 ac. 309.5 ac.
Typical Cross Section Description: A typical cross-section is 174 foot-wide will be used;which will include ten 12-foot travel The existing typical section is 160-feet wide with four 12-foot lanes,exterior 10.5-foot
lanes,and two varying width traveling lanes from 0-foot to 12-foot.It also contains two 14-paved shoulders,3.5-foot paved interior shoulders,and 84-foot wide paved median.
foot exterior shoulder sections where 12-feet is paved,and two 13-foot paved interior
shoulder sections.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 73,800 Year:2040 Existing: 56,700 Year: 2018
General Project Narrative: I-5986A is a roadway widening project of 1-95 from the existing four lanes to the proposed ten lanes in Cumberland County.The expansion is 15.416 miles long and begins from
(Description of Minimization of Water Murphy Road(Exist 55)and ends south of Bud Hawkins Road-Exit(70).Wetlands,perennial streams,and intermittent streams are found within the limits of the project area.
Quality Impacts) The jurisdictional streams within the study area have no impairments and do not provide habitat for any threatened or endangered aquatic species.
Design Mitigations for wetlands and streams include:
1. Steepening of roadway fill slopes within jurisdictional areas
2. Stormwater was designed to avoid direct discharge into jurisdictional features to the maximum extent practicable.
3. Stormwater design velocities entering jurisdictional features have been mitigated to be non-erosive(less than 2 fps).
4. Open shoulder sections were maximized to promote sheet flow from the roadway
5. Diffuse flow provided at outlets that do not have a well defined outfall.
6. RCBCs butt offline. This provides faster construction in the dry,less time in/around the jurisdictional features,and a safer work area for the traveling public and
construction crews.
Waterbody Information
Surface Water Body(1): UT to Reese Creek NCDWR Stream Index No.: 18-28-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: No NRTR Name Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
General Project Narrative)
(If yes,provide justification in the General Project Narrative)

Submitted 9/2/2020
1 lif;h tn' f - North Carolina Department of Transportation p p a
• `StuPi17� �4 Highway Stormwater Program
a
STORMWATER MANAGEMENT PLAN '" r
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47532.3.2 TIP No.: I-5986A County(ies): Cumberland Pa e 2 of 5
Elm Additional Waterbody Information
Surface Water Body(2): UT to Reese Creek NCDWR Stream Index No.: 18-28-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: No NRTR Name Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(3): I Reese Creek NCDWR Stream Index No.: 18-28-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Reese Creek Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? IN/A Dissipator Pads Provided in Buffer? IN/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
AN
Surface Water Body(4): I UT to Reese Creek NCDWR Stream Index No.: 18-28-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SA Buffer Rules in Effect: I
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? IN/A Dissipator Pads Provided in Buffer? IN/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(5): UT to Baker Swamp NCDWR Stream Index No.: 18-28-2-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SB Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

Submitted 9/2/2020
E ligiiwilv - f - North Carolina Department of Transportation 4WD
`alUt'i1 _4 Highway Stormwater ProgramSTORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47532.3.2 TIP No.: I-5986A County(ies): Cumberland Page 3 of 5
Additional Waterbody Information
Surface Water Body(6): Baker Swamp NCDWR Stream Index No.: 18-28-2-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Baker Swamp Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(7): I UT to Cape Fear River NCDWR Stream Index No.: 18-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V)
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SC Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? IN/A Dissipator Pads Provided in Buffer? IN/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
AIL
Surface Water Body(8): I UT to Cape Fear River NCDWR Stream Index No.: 18-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V)
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SD Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? IN/A Dissipator Pads Provided in Buffer? IN/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(9): UT to Cape Fear River NCDWR Stream Index No.: 18-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V)
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SE Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

Submitted 9/2/2020
North Carolina Department of Transportation C4111:\9.,...."'N;
,,,...„. Highway Stormwater ProgramSTORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47532.3.2 TIP No.: I-5986A County(ies): Cumberland Page 4 of 5
aAdditional Waterbody Information
Surface Water Body(10): UT to Cape Fear River NCDWR Stream Index No.: 18-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V)
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SF Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(11): I UT to Cape Fear River NCDWR Stream Index No.: 18-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V)
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SG Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? IN/A Dissipator Pads Provided in Buffer? IN/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(12): I UT to Cape Fear River NCDWR Stream Index No.: 18-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V)
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SH Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? IN/A Dissipator Pads Provided in Buffer? IN/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(13): UT to Black River NCDWR Stream Index No.: 18-68-12-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SI Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

Submitted 9/2/2020
IligIrkVal. p p
North Carolina Department of Transportation
_S turn iwattsr 1
• Highway Stormwater Program
STORM WATER MANAGEMENT PLAN y7
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47532.3.2 TIP No.: I-5986A County(ies): Cumberland Page 5 of 5
Additional Waterbody Information
Surface Water Body(14): UT to Black River NCDWR Stream Index No.: 18-68-12-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SJ Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(15): Black River NCDWR Stream Index No.: 18-68-12-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments: _
NRTR Stream ID: Black River Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? 'Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? INo (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(16): UT to Black River NCDWR Stream Index No.: 18-68-12-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SK Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

Submitted 9/2/2020
2- /f 1 c See Sheet 1 A For Index of Sheets N
d T
C •4 �q F �, • . SHEET TOTAL •
See Sheet l B For Conventional Symbols �y STATE STATE PROJECT REFERENCE NO. NO. SHEETS
ail
See Sheets 1 C- 9 Thru 9 C-8, 1 C-22 Thru 9 C-25, 9 C-28 For Survey Control Sheets I � I ' �I•
� Itillia...\ � l �� A� IA �� 1 :,si �� ��T ��jj ��jj �j T ��jj �` N.C. I-5986A i
401 " i ARNETT , • I/�� J� J� + * I �I ` `. �1ER � D r STATE PROJ.NO. F.A.PROD.NO. DESCRIPTION
P I NDTIP PROJECTt 47532.2.2 NHP-0095(057) R/W
,�. 5986A ' ANT
47532.3.2 NHP-0095(057) PE, UTIL., CONST.
Ipea ..---
<. -- ,.. „0 , TeR47/(14
fi- 1- 71-11-
1.01‘
- -412 (d r !
) illi 4or Plk, ‘' S7 C UMBERLAND COUNTY
��►
i 0,*A411. Nif
-eff 2 4000., 4001. '
4 TAY ( dITE ik1:1 (tir lr: AtE
\ 7, ' .+110flir ' / / ' Aig 14111W
to
ili". __ , ,iiip kly,i),
iT Ni- !;
210y�•1 _�_ ® t41 41A\O 0 �,,��i ! ,�, 10, LOCATION. I-95 WIDENING FROM SOUTH OF SR 1832 j� �m��illpliU
°O V �'� V MURPHY ROAD- EXIT 55 TO SOUTH OF SR 1811 ,At �� ggimmi �� � #
\4A 441;1--; t efAm„.44•14.61,ON , &,-,/
lit i4- ' 4 at,iiii (BUD HAWI�INS ROADEXIT 70) Alir
ram ' 4611P J5VA MI► �� 0.Alleir „toy
4110,..,_...
tr) r,,
410 1 \, BYP II ' i i ,� --- TYPE OF WORK. GRADING DRAINAGE PAVING LIGHTINGBUS401111 r iv L,
n
VI
I I , *lb ,,� ��, �, 401Alp SIGNING, ITS, CULVERTS & STRUCTURES
r t toPROP. SIGN
iv,*, 4 „ 1
• • ` 401 A ' ! BEGIN TIP PROJECT 295�i�.l��1�- 24 �1 , , / — -
11
=-- .... '� ,024 ••• I-5986A _ .� WETLAND AND SURFACE WATER IMPACTS ,, PERMIT DRAWING
BUSS ,�4C.) 0�,� , t�` 8, �I I � SHEET 1 OF 163
0 --.
�►VICINITY MAP (NTS) OFFSITE DETOUR •—•—•
PROP. SIGN
SITE 49
tiikr
-Y5-
BEGIN TIP PROJECT I-5986A AIRBORNE & SPECIAL OPERATIONS HIGHWAY -Y7- SECTION 2 SECTION 3
SITE 52SITE 50 NC 295 WADE-STED- RD.oi4
-LSB- POT STA. 12 + 00.00 -Y14- / SITE 51DUNN RD. SR 1815
-LNB- POT STA. 12 + 00.00 ggYWOOD RD. US 301 -SR3-
SR 1831 ,"v'` SECTION 1 SECTION 2 ELVA WALLACE RD.
SITE 4 SITE 10- ak
�;.�, SITE53 -Y8-
SITE 27 PERCY STRICKLAND RD.
-Y1SB- SITE 19SITE 3 I-95 BUS SITE 7 SR 1813
REESE CREEK SITE II 301 SITE 21SITE 24 SITE 28
SITE 54 SITE 20
SITE 48 SITE 31
I`I 95
� �-�-� SITE 22 95 17A
SITE 29
-Y- a1 � ► �f-���f�l�f.' ��'������i��i� f f�.�j �. SITE 30 ��
tk, t
MURPHY RD.SR 1832 1111;. illtilitlilli- --------
f[c/_�.r ������ �: ��� � �'-�L..��� ', ,�� I �� � �,; � 9rJw� �� i�� POVERTY Fun • i D fillaIN
millmenimm S�� ��.�[ � �I�'��� . - ���II�R,�l�%-
5� ©,�• SR 1861 Wi SITE 23ri - -� i`������� ��0 i95oteal110111111.400.011111b.....
:I �2� SITESITE 25 T �� ,
,� ` 55 SITE�� SITE 16 , 26 ' . • 2
*���� SITE 12 GO NI
SITE 5 SITE 9 SITE 15 13 SITE 56
� �� � -Y4- WILLIAMS ROUTE 33
•� -Yl NB- PEMBROKE LANE SITE 18 -Y5- -Y20-
SITE 1 I-95 BUS. SITE 8 GOLDSBORO RD. JT MATTHEWS RD.
SR 1863 SITE 17
SITE 6 US 13 -Y6- -SR5A-
SITE 2 SMITHFIELD RD. /Ip,\ GORDON WILLIAMS RD. -SRSC-
SR 1005 ti° GORDON WILLIAMS RD.
P
SECTION 2 >• SECTION 3 -Y9- -Y10- :110:0 *
�-o
GODWIN-FALCON RD. SHERRILL BAGGETT RD.= NC 82SR1806-Y21-o LEITHA LN. POND ROAD
MSITE 35 SITE 41 SI00 SITE 34 SITE 39 W ITE 38�' -L- POT Sta. 79 + 78.98 = L; Q_��Yl ���I Gibm -LNB- POT Sta. 129 + 28.86 13' RT ��� � ,y alb _ m, ,�=`�� `,
co N Awn. Wir' Ai NWw�� i�! ., END TIP PROJECT I-5986A
co) -L- POT Sta. 80 + 40.84 = iki-SRS- 4*
SITE 42 SITE 47
.� -LSB- ST Sta. 130 + 34.61 (13' LT) GORDON WILLIAMS RD —L— POT STA. 776 + 03 .71 INCOMPLETE L,IET]E PLANS
SITE 40 DO NOT USE FOR l' //w ACQUISITION
L NOTES i SITE 37 BEGIN TIP PROJECT 1-5877
j • 1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. SITE 36 SITE 43 SITE 44 DOCUMENT NOT CONSIDERED FINAL
+ • 2. DESIGN EXCEPTION FOR HORIZONTAL CLEARANCE -L- STA. 201 +50.00 TO 208+50.00 —L— POT STA. 776 + 00.00 UNLESS ALL SIGNATURES COMPLETED
C
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED BY: HYDRAULICS
E° c,) J ENGINEER
O RUMMEL, KLEPPER & KAHL, LLP
RK K6R0A1ZHFORKSRTROAD, FORUM 1, SUITE 700
.> 50 25 0 50 100 ADT 2018 = 56,700 , NOH CAROLINA 2 7615-3 96 0 T 0 N 0 R T y C,q
LENGTH ROADWAY TIP PROJECT I-5986A 15.368 MILES Nc LICENSE NO. F-0112 r N F
1I i—i
" ADT 2040 = 73,800 LENGTH STRUCTURE TIP PROJECT I-5986A 0.048 MILES FOR NORTH CAROLINA '�� '°
PLANS K = 55% TOTAL LENGTH TIP PROJECT I-5986A 15.416 MILES DEPARTMENT OF TRANSPORTATION y� �
D = 7% P.E.
Eu14 o 2018 STANDARD SPECIFICATIONS SIGNATURE: I
D 50 25 0 50 100 =
V = 75/O *MPHrn T Z
NCDOT CONTACT Michael T. Merritt, PE ROADWAY
co
ittut
PROJECT ENGINEER DESIGN �rx Q-
o.� PROFILE (HORIZONTAL) ENGINEER t<, Qom
OF TRPNS
o ° 10 5 0 10 20 Michael Penney, PE LETTING DATE:
FUNC CLASS: INTERSTATE Anthony A. Houser, PE
O=T j I t I I * O O PROJECT ENGINEER - DESIGN-BUILD UNIT AUGUST 20, 2 019 PROJECT DESIGN ENGINEER P.E.
"'� °� PROFILE (VERTICAL) (TTST 13% + DUALS 5%)
� `� J J� J� J` SIGNATURE: J . JJ

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
DETAIL C 1 DETAIL D
DETAIL A DETAIL B /-5986A 20-1
SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH ROADWAY DESIGN PAVEMENT DESIGN
SPECIAL LATERAL 'V' DITCH SPECIAL CUT DITCH ( Not to Scale) ( Not to Scale) b DETAIL E O ENGINEER ENGINEER
( Not to Scale) ( Not to Scale)
Fronti"1
BERM DITCH z
Natural
of Ditch Natural �, of Fill E- ( Not to Scale) Q v)
pt Natural 3.•� ' p'\ Ad( Slope Ground or N1 ��et Slope Ground 3.7 D n�\ 1'%Ft. Fill N v
Natural 3,7 1 N•1 ,,�e� 71
Fill Ground or F\O FjQtt TD \O \�� Slope
Ground F7 or D \a Slope F/qtt°r D er B Min. D= 2.5 Ft. B Min. D= 2.0 Ft. , 5.0 10.0' 5.0' ,_
Otter T Min. D=2.0 Ft. B- 4.0'
B= 4.0 Ft. z
b= 5.0 Ft.
Min. D=1.5 Ft. AC--).0'V.C. -/ D 1P�
-Y1NB- STA. 47+00 TO STA. 59+00 RT -LSB- STA. 112 +50 TO STA. 12 9+00 LT -L- STA. 90+50 TO STA. 100+28 RT
-L- STA. 103+00 TO STA. 107+72 LT -L- STA. 212 +25 TO STA. 220+00 RT -L- STA. 162 +00 TO STA. 165+50 LT
-Y1NB- STA. 44+50 TO STA. 47+00 RT -L- STA. 138+50 TO STA. 186+00 RT -L- STA. 208+50 TO STA. 215+00 LT -L- STA. 247+00 TO STA. 251 +50 LT Min. D=1.0 Ft.
-L- STA. 210+50 TO STA. 212 +25 RT -L- STA. 232 +00 TO STA. 239+00 LT -Y5B- STA. 10+44 TO STA. 12 +50 RT -L- STA. 252 +00 TO STA. 256+00 LT
-Y5RPD- STA. 10+90 TO STA. 12 +00 LT -L- STA. 256+00 TO STA. 269+00 LT DOCUMENT NOT CONSIDERED FINAL STA. 66+80 TO STA. 70+00 LT -L- STA. 253+00 TO STA. 255+00 RT
-LSB- STA. 19+50 TO STA. 31 +00 LT -L- STA. 232 +50 TO STA. 241 +50 RT -Y5FLY- STA. 63+50 TO STA. 66+80 RT -Y5LPD- STA. 26+50 TO STA. 30+65 RT UNLESS ALL SIGNATURES COMPLETED
-LSB- STA. 61 +50 TO STA. 62 +75 RT -L- STA. 245+00 TO STA. 249+00 RT DETAIL NOT USED IN SECTION 1
-Y4- STA. 50+00 TO STA. 55+00 LT -Y5FLY- STA. 82 +33 TO STA. 85+77 RT
-Y4- STA. 61 +00 TO STA. 65+49 LT -Y5SPURA- STA. 10+46 TO STA. 16+99 LT PERMIT DR..4V/ING
-Y4A- STA. 10+54 TO STA. 13+50 RT -Y5 RPA- STA. 36+85 TO STA. 3 7+50 LT
-Y5- STA. 65+00 TO STA. 68+00 RT -Y5RPA- STA. 34+49 TO STA. 36+85 RT
-Y5- STA. 85+50 TO STA. 86+50 LT -L- STA. 22 7+00 TO STA. 232 +50 RT DETAIL H DETAIL J SHEET 2 OF 163
-Y5- STA. 85+00 TO STA. 89+00 RT -Y5LPD- STA. 12 +79 TO STA. 14+50 LT TOE PROTECTION LATERAL BASE DITCH
-Y5SPUR- STA. 19+49 TO STA. 22 +03 LT -Y5C- STA. 25+00 TO STA. 26+65 RT ( Not to Scale) DETAIL I ( Not to Scale)
-SR5C DET- STA. 12 +70 TO STA. 13+10 RT -Y5C- STA. 24+50 TO STA. 25+92 LT
-SR5C_DET- STA. 15+00 TO STA. 16+32 RT -LSB- STA. 68+50 TO STA. 76+50 LT ,�\et STANDARD BASE DITCH b ,i
-L- STA. 221 +58 TO STA. 232 +00 LT F\ e ( Not to Scale) Natural I
Natural '5.\ iNy
0CD�'' Natural Natural Ground q f or '3'� , 1"/Ft. Slopel
Ground d Ground 7 3Ground er B\ jD
/ �� B= SEE BELOW
DETAIL F d= 5.0 Ft. Min. D= 2.0 Ft. B b= 5.0 Ft.
SPECIAL CUT BASE DITCH
Geotextile
( Not to Scale) B= 4.0 Ft.
Type of Liner= CL B Rip-Rap -L- STA. 90+50 TO STA. 94+00 LT, B=4'
-Y5LPD- STA. 13+78 RT, L=285 , -L- STA. 118+50 TO STA. 121 +12 LT, B=4'
-L- STA. 121 +50 50 TO STA. 127+90+90 RT BEG. ELEV=131.67', END ELEV=130.90', S=0.3% -L- STA. 130+00 TO STA. 132 +50 LT B=4'
Natural Ground ,3. 1 °t Front -LNB- STA. 60+18 TO 61 +15 RT D=1.25'
�' ,cet Ditch -L- STA. 186+ 71 TO STA. 187+92 LT ° -L- STA. 137+00 TO STA. 138+00 LT, B=4'
\ D \a' Slope -L- STA. 198+60 TO STA. 203 +00 RT BEG. ELEV=114.10' END ELEV=111.40 , S=2.8/o -L- STA. 138+50 TO STA. 147+00 LT B=4'
-L- STA. 199+36 TO STA. 202 +57 LT -LNB- STA. 61 +15 TO 62 +18 RT, D=1.25' -L- STA. 147+00 TO STA. 154+50 LT, B=4'
B Min. D= 1.75 Ft. -Y4- STA. 40+82 TO STA. 43 +12 LT BEG. ELEV=111.40 END ELEV=113.10, S=1.7%
B= 4.0 Ft. DETAIL G -Y4- STA. 40+38 TO STA. 41 +90 RT
MEDIAN V DITCH -Y5LPD- STA. 19+00 TO STA. 21 +00 RT DETAIL 0
-L- STA. 132 +50 TO STA. 137+00 LT ( Not to Scale) -Y5LPD- STA. 20+21 TO STA. 24+50 LT DETAIL N
-L- STA. 159+00 TO STA. 162 +00 LT Shoulder Shoulder -Y5FLY- STA. 57+07 TO STA. 62 +59 LT SPECIAL LATERAL BASE DITCH
Point
4I pt Point SPECIAL CUT BASE DITCH Not to Scale DETAIL P
-L- STA. 165+50 TO STA. 167+00 LT -Y5RPD- STA. 15 +00 TO STA. 24+34 RT ( Not to Scale) ( )
-L- STA. 239+00 TO STA. 226+23 S A. 247+00 RLT F7gtteor \d'c�6( -Y5C- STA. 12 +83 TO STA. 17+66 LT LATER(NotBto S al DITCH
-Y5C- STA. 12 +64 TO STA. 17+88 RT
e)
-L- STA. 255+00 TO STA. 269+00 RT Natural of Natural 0, of Fill b
-Y5B- STA. 12+50 TO STA. 17+50 RT -Y5B- STA. 13 +20 TO STA. 17+18 LT 7 1 „ Front 7 Tr, �aGround �? -r- �' etGround or ,��et Slope
-Y5RPC- STA. 13 +3 7 TO STA. 21 +33 RT d= ;D F\° Ditch F7ptte Natural
Ground ,�. r„--
- t. Fill
-Y5LPD- STA. 38+47 TO STA. 39+75 LT r \T� 1
-LSB- 84+00 TO STA. 86+00 LT ` B Min. D= SEE BELOW Slope
-Y5LPD- STA. 37+ 76 TO STA. 39+18 RT Geotextile B B- SEE BELOW Min. D- SEE BELOW
-LSB- STA. 105+00 TO STA. 113+50 RT = B
DETAIL K -L- STA. 215+00 TO STA. 217+50 LT -Y5RPA- STA. 42 +36 TO STA. 44+00 RT Min. D= 2.0 Ft. B- SEE BELOW
LATERAL 'V' DITCH -Y5- STA. 83+50 TO STA. 85+50 LT -YS- STA. 47+87 TO STA. 50+88 LT Max. d= 2.0 Ft. b= 5.0 Ft.
( Not to Scale) -YSRPA- STA. 45+00 TO STA. 49+00 LT -Y5- STA. 55 +85 TO STA. 65 +25 LT B= 4.0 Ft. -LSB- STA. 31 +00 TO STA. 37+00 LT, B=8 , D=2.0'
-Y5- STA. 64+30 TO STA. 64+55 RT Type of Liner= CL B Rip-Rap -LSB- STA. 51 +50 TO STA. 53+50 LT, B=11', D=1.5'
-Y5- STA. 107+80 TO STA. 109+51 RT -L- STA. 107+72 TO STA. 109+00 LT, D--1.0' -LNB- STA. 115+00 TO STA. 118+50 RT, B=4', D=0.75' -Y3- STA. 18+50 TO STA. 19+15 LT, B=4', D=1.00'
b STA. 44+31 TO STA. 48+12 RT -L- STA. 192 +74 TO STA. 195+45 LT, B=7', D=2.0' -Y3- STA. 22 +50 TO STA. 24+12 LT, B=4', D=2.00'
Natural E- Fill DETAIL L -Y5LPD--YRPA- STA. 11 +88 TO STA. 13 +93 RT -Y4- STA. 42 +00 TO STA. 61 +50 RT, B=4', D=3.5' -L- STA. 128+00 TO STA. 129+00 RT, B=4', D=1.00'
Ground O. '3:\• 1"/Ft. Slope LATERAL BASE DITCH -LSB- STA. 88+50 TO STA. 90+48 RT -Y4- STA. 61 +50 TO STA. 64+64 RT, B=4', D=2.75' -Y5- STA. 65+00 TO STA. 68+50 LT, B=4', D=1.00'
D (Not to Scale) b -LSB- STA. 90+97 TO STA. 95+38 RT
Min. D=1.5 Ft. DETAIL T DETAIL U
b=5.0 Ft. Natural 1 j- 1 DETAIL M STANDARD 'V' DITCH SPECIAL CUT DITCH
Ground S•7 1'%Ft. Fill LATERAL 'V' DITCH ( Not to Scale) ( Not to Scale) DETAIL V
�" Slope
Min. D=2.0 Ft. (Not to Scale) Front SPECIAL CUT BASE DITCH
Ditch
E -L- STA. 89+00 TO STA. 90+50 RT B B=6.0 Ft. b Natural Natural Natural 3'.� diet Slope ( Not to Scale)
�' -L- STA. 112 +50 TO STA. 113 + 81 RT Ground 1 Ground •7 '�t
-L- STA. 129+00 TO STA. 131 +50 RT b=5.o Ft. Natural 3 1 Fill `?'j D `3'• Ground F7 or D F\o
Ground .1 D `3' 1'YFt. Slope Qtt Natural Ot Front
_ -L- STA. 138+00 TO STA. 138+50 LT -L- STA. 128+00 TO STA. 130+00 LT di et. Min. D=1.0 Ft. Ground ,3. T �'1 et Ditch
-L- STA. 154+50 TO STA. 158+ 87 LT Min. D=SEE BELOW \ D \O'�'�
'1 F Slope
� 1 -L- STA. 249+00 TO STA. 253 +00 RT Geotextile p
-Y5C- STA. 19 +38 TO STA. 24 +50 LT Min. D=2.0 Ft. -Y1NB- STA. 44+50, L=53', S=0.8%, D=1.5' -LSB- STA. 81 +00 TO STA. 84+00 LT B Min. D= SEE BELOW
17) -Y5- STA. 42 +00 TO STA. 45 +51 LT Max. d=2.0 Ft. BEG. ELEV=119.98, END ELEV=119.56, M=3.5 -LSB- STA. 128+50 TO STA. 129+00 LT B SEE BELOW
cll -Y5- STA. 64+50 TO STA. 68+50 LT Type of Liner- CL B Rip-Rap b=5.0 Ft. -Y5LPA- STA. 18+75, L=50', S=4.8%, D=1.0' -LNB- STA. 45+20 TO STA. 48+00 LT
-Y5- STA. 70+02 TO STA. 76 +21 LT BEG. ELEV=144.45, END ELEV=142 05, M=3 -LNB- STA. 118+50 TO STA. 120+52 RT -LSB- STA. 57+50 TO STA. 61 +50 RT, B=4', D-0.75'
-Y5RPD- STA. 12 +93 TO STA. 15+40 RT -L- STA. 186+00 RT, L=200 , S=0.3/o, D=2.5 -L- STA. 102 +12 TO STA. 103 +00 LT -LSB- STA. 7 7+50 TO STA. 61 +40 RT, D= 0.75'
c- -Y5- STA. 70+00 TO STA. 73 +64 RT BEG. ELEV=125.00, END ELEV=124.40' -L- STA. 111 +00 TO STA. 112 +50 RT B=4', -
-SR5C - STA. 13+10 TO STA. 14+00, L=90', S=0.02%, D=1.0' -L- STA. 113+81 TO STA. 118+50 LT -LSB- STA. 94+00 TO STA. 96+00 RT, B=4', D=1.0'
BEG. ELEV=140.43, END ELEV=140.41 -L- STA. 131 +50 TO STA. 132 +50 RT -L- STA. 86+50 TO STA. 90+50 LT, B=4', D=1.5'
-L- STA. 169+00 TO STA. 173+00 LT -L- STA. 94+00 TO STA. 100+28 LT, B=4', D=2.0'
r 1 -L- STA. 232 +50 TO STA. 241 +50 RT -L- STA. 100+28 TO STA. 102 +12 LT, B=4', D=1.0'
>- DETAIL Q DETAIL R DETAIL S -L- STA. 109+00 TO STA. 113 +81 LT, B=4', D=1.5'
T 10'WIDE BERM LATERAL BASE DITCH CHANNEL CHANGE -L- STA. 195+45 TO STA. 199+55 LT, B=7', D=1.0'
( Not to Scale) ( Not to Scale) ( Not to Scale)
to DETAIL W
co �' 1 Natural Natural STANDARD BASE DITCH
b 1 Ground Ground \__ ( Not to Scale)
4:1 Natural 1-- OiP 7 J
4 _ Ground �? \ Fill Natural F , ��
7 3'• 1 /Ft Ground " e
�F`yc\ Distance Varies Depending Upon Specified Elevation C-1 d I D Slope d Fe D .� \- --/ Natural Natural DETAIL X
'f ,�' Ground �3.7 of Ground
D GEOTEXTILE B Exist. Channel I F7gtt°r D 3'1dc\et LATERAL 'V' DITCH
EL D=Varies; Distance ---
--____ i-•-'--- -- -----LowestPointHMin. D= 2.0 Ft. GEOTEXTILE Min. D=SEE BELOW er/ from Top of Berm toin Natural Ground Max. d= 2.0 Ft. Max. d= SEE BELOW Min B ( Not to Scale)
U lowest control point or Proposed Ditch - . D= SEE BELOW
-L- STA. 126+25 LT; *When B is < 6.0' B= 4.0 Ft. B= SEE BELOW B= SEE BELOW
TOP ELEVATION=121.5' b
- -L- STA. 138+00 LT; TOP ELEVATION=128.5' Type of Liner= CL B Rip-Rap b= 5.0 Ft. Type of VARIES b=5.0 Ft. -L- STA. 128+00 RT, I
< ,
-L- STA. 154+50 LT; TOP ELEVATION=132.0' yp Liner= L=94 B=8 , D=2.5 Natural E- Fill
0 -L- STA. 158+87 TO STA. 159+00 LT, D=1.5' BEG. ELEV=117.39 END ELEV=117.15, S=0.26%, M=6.0 Ground `s I n,\• 1"/Ft. Slope
DETAIL NOT USED IN SECTION 1 -L- STA. 138+50 RT, L=41, B=6', D=2.0' D
BEG. ELEV=122.78 END ELEV=122.45, S=0.80%, M=6.0
Min. D=2.5 Ft.
-L- STA. 113+81 RT, L=35, B=3', D=2.0' b-5.0 Ft.
H0 BEG. ELEV=122.50 END ELEV=122.36, S=0.40%, M=3.0
-
E -L- STA. 100+28 RT, L=22, B=6', D=2.5'
u BEG. ELEV=121.50 END ELEV=121.43, S=0.33%, M=6.0 DETAIL NOT USED IN SECTION 1
F -L- STA. 107+72 RT, L= 70, B=3', D=2.0'
n BEG. ELEV=120.09 END ELEV=120.30, S=0.30%, M=6.0
_ -L- STA. 121 +12 RT, L=54', B=3', D=3.0'
DETAIL DETAIL a BEG. ELEV=115.95 END ELEV=115.80, S=0.28%, M=5.5
E �� -L- STA. 160+29 RT L= 69, B=12', D=3.0'
III FALSE SUMP FALSE SUMP �b BEG. ELEV=124.74 END RT,
S=0.16%, M=3.0
( Not to Scale) ( Not to Scale) . -Y5- STA. 104+47 TO STA. 106+50 LT, B=10', D=2.25'
1- DETAIL x Median Ditch Outside Ditch BEG. ELEV=126.60, END ELEV=127.08, S=0.24%, M=3.0
Z ` v. Traffic Flow 7 -L- STA. 215+50 LT L=76' B=4', D=1.25'
FALSE SUMP 9" 2' -F
CC �o ' ZQ:1 OJ 2'Ft- BEG. ELEV-=127.55, END ELEV=127.30, S=0.33%, M=3.0
III ( Not to Scale) o I -LNB- STA. 106+2 5 TO STA. 107+70 RT, B=4', D=1.0'
n r i GI BEG. ELEV=113.08 END ELEV=112.80 S=0.19% M=3.0
/ L (See Chart Below) >,< 20' ) ,
Outside Ditch GI -LNB- STA. 107+70 TO STA. 108+54 RT, B=4', D=1.0'
u < �2.0 S - etc. � S - etc. BEG. ELEV=112.80, END ELEV=115.21, S=2.9%, M=3.0 R!(J. ff
Traffic Flow �o•. 20:1 -LNB- STA. 115+00 RT, L=107' B=4', D=1.0'
S=Ditch Slope CL Proposed DitchP:[phone]
O 7 S=Ditch Slope C Proposed Ditch BEG. ELEV=120.50, END ELEV=119.6, S=0.8%, M=3.0 8601 Six Forks Road,Forum 1,Suite 700
c\J ce GI Ditch Grade L Ditch Grade L
Raleigh,North Carolina 27615-3960
0
-0 -. 0.0%- S- etc. To 2.0%o 20' Over 4.0%o To 6.0%o 40' NC License No. F-0112
\ Over 2.0% To 4.0% 30' Over 6.0% 50' Engineers I Construction Managers I Planners I Scientists
N 0 S=Ditch Slope C Proposed Ditch
www.rkk.com
\/ `!
onCl I Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
/-5986A 2D-2
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
DETAIL Y DETAIL Z DETAIL AA DETAIL AB
SPECIAL CUT DITCH SPECIAL CUT BASE DITCH
Not to Scale) SPECIAL CUT DITCH MEDIAN BASE
to Scale)( Not to Scale)
( ( Not to Scale) (
Front
cl< Front Shoulder Shoulder
1 Ditch o< Point �4'/ o<Natural 1),• Point
Ground �''.•j \O'�\e( Slope Natural 10� Front Natural '5• \\et lope F/cw--- k
d D Ground ( --1- b'\a{Nec Ditch Ground / D F\
F Slope d B B= VARIES DOCUMENT NOT CONSIDERED FINAL
Geotextile Min. D= 2 Ft. B Min. D= 1.5 Ft. Geotextile Min. D=1 Ft. DETAIL NOT USED IN SECTION 1 UNLESS ALL SIGNATURES COMPLETED
Type of Liner= CL B Rip-Rap Max. d= 2 Ft. B= 6 Ft. Type of Liner= CL B Rip-Rap Max. d=1 Ft.
DETAIL NOT USED IN SECTION 1 DETAIL NOT USED IN SECTION 1 -Y5FLY- STA. 80+14.68 TO STA. 82 +33.14 PERMIT DR,4Vyl N G
SHEET 3 OF 163
DETAIL AC DETAIL AD DETAIL AE DETAIL AF
SPECIAL CUT BASE DITCH SPECIAL LATERAL BASE DITCH
(Not to Scale) ( Not to Scale) LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH
( Not to Scale) (Not to Scale)
Natural oC Front , b r
Ground 3•/ �D r•1o'CNeC Ditch Natural of Fill Natural �- 1 Natural •' oC Fill
\ \ Ground 3•• b' C
B F slope Ground `�'I �D !�\p,s,�et Slope Ground �'.� iri 1"/Ft. Fill d( / D \oc�e Slope
B Min. D= 2 Ft. Slope
B= 6 Ft. B Min. D= 2 Ft. Min. D= 2 Ft. Geotextile B
B Min. D= 2 Ft.
B= 6 Ft.
DETAIL NOT USED IN SECTION 1 B= 6 Ft.
b= 5 Ft. Max. d= 2 Ft.
B= 4 Ft.
Type of Liner= CL B Rip-Rap
DETAIL NOT USED IN SECTION 1 DETAIL NOT USED IN SECTION 1 -Y5- STA. 64+50 TO STA. 65+00 RT
-Y5FLY- STA. 62+54 TO STA. 63+50 RT
DETAIL AG DETAIL AH DETAIL Al DETAIL AJ
LATERAL BASE DITCH SPECIAL CUT DITCH STANDARD BASE DITCH STANDARD BASE DITCH
( Not to Scale) ( Not to Scale) ( Not to Scale) (Not to Scale)
b ji of Front Natural Natural Natural Natural
Natural Natural �, a Ditch OR �• t� Ground \�/
E- NN e Sloe Ground `-' Ground 4.y n1 Ground
Ground `'''j D n� 1"/Ft. Slope Ground ?'I D \d' d D \p�
d Z p d R Off\ Min. D= 1.5Ft. B
GEOTEXTILE -� B Geotextile B Min. D= :ELOWE BE B= 2 Ft.
Min. D= 2.5 Ft. Geotextile Min. D-1.0 Ft. Max. d-
Max. d- 2.5 Ft. - DETAIL NOT USED IN SECTION 1
*When B is < 6.0' B= 12.0 Ft. Type of Liner= CL B Rip-Rap Max. d=1.0 Ft. *When B is < 6.0' B= SEE BELOW
Type of Liner= CL I Rip-Rap b= 5.0 Ft. DETAIL NOT USED IN SECTION 1 Type of Liner= CL B Rip-Rap
DETAIL NOT USED IN SECTION 1 -L- STA. 121 +12 RT, L=54', B=3', D=3.0'
BEG. ELEV=115.95 END ELEV=115.80, S=0.28%, M=5.5
-Y1SB- STA. 18+58 TO 21 +90 RT, B=4', D=2.5'
BEG. ELEV=119.34 END ELEV=115.4, S=1.7% M=3.0
E
00
71)
0 DETAIL AN
DETAIL AK DETAIL AL DETAIL AM ROCK FILL IN POND
, STANDARD BASE DITCH TOE PROTECTION Proposed (Not to scale)
( Not to Scale) SPECIAL CUT DITCH 3'i o ( Nat to scale) \0,ce• Right of Way or
H-' ( Not to Scale) F• or tF e = --\ Controlled Access (CA)
a) Natural Natural Front l iS/opWie '3'.���\Ao Existing �\
\ Ground 1 Ground Earth Fill to CA
`'IJ O( Ditch 1.5' Thick N
1- Natural �3./ 3'1 ,�,�ec Slope d CI B Riprap N.W.S.
e Below
+' Min. D= 1.5 Ft. , B , Ground F Or D 0 Geotextile Rock
Geoteatileg \
O B= 2 Ft. 1 /qtfer d= SEE BELOW -L- STA. 167+96 LT, EL=126.0
H DETAIL NOT USED IN SECTION 1 t Min. D=2.5 Ft. -L- STA. 171+65 LT, EL=128.0
Type of Liner= B Rip-Rap
11
o DETAIL NOT USED IN SECTION 1 DETAIL NOT USED IN SECTION 1
co
m 1' OFFSET 1' OFFSET
NATURAL (CULVERT WALL) .. NATURAL 1' OFFSET NATURAL ((CULVERT WALL)
GROUND HIGH-FLOW , • GROUND (CULVERT WALL) GROUND
En LOW-FLOW BARREL i HIGH-FLOW _ . -----
0-1 BARRELEl= (NORTH) j LOW-FLOW li
BARREL ,��i
E (SOUTH) 2' SILL i BARREL (NORTH) ,,A. J��%
, 1' SILL SIPS j (SOUTH) 2' SILL �,�� ���
`` .+/.'''♦�., 1' SILL STREAMBED ELEV./ DNA �t:0
k'. ♦ "' t TOP OF SILL
:i r' u)N.;\
ro EXCAVATION ,,.�! ' t v�'', ,►,.1 ' t EXCAVATION , ,fir^� M
E KEY IN �� EXCAVATION ���� t •
•'
BENOODPLAIN ''M ® 1' FLOODPLAIN KEY-IN 0,
CLASS I RIPRAP
E 2LASS I THICKRIPRAP I-- '-I BURIED 1' KEY-IN I-• r-� BENCH 2' THICK 1 ' 'I
0 N-17' CHANNEL WIDTH AT CLASS I RIPRAP BURIED 1 N-17' CHANNEL WIDTH AT
STRUCTURE FACE. VARIES 2'THICK STRUCTURE FACE. VARIES
-1 TO NATURAL WIDTH AT 17' CHANNEL WIDTH AT TO NATURAL WIDTH AT
TIE-IN LOCATION. STRUCTURE FACE. VARIES TIE-IN LOCATION.
C INLET CHANNEL IMPROVFMFNTS TO NATURAL WIDTH AT INLET CHANNEL IMPROVEMFNTS
III LOOKING DOWNSTREAM TIE-IN LOCATION. LOOKING DOWNSTREAM
LENGTH = 110', SLOPE = 0.3% OUTLET CHANNEL IMPROVFMFNTS LENGTH = 50', SLOPE = 2.20%
m NTS LOOKING DOWNSTREAM NTS
I LENGTH = 138', SLOPE = 0.4% NTS
7
m
CULVERT INLET AND OUTLET DETAILS CULVERT INLET DETAIL
-L- STA 252 +34.5 -Y5- STA 45+24
ui
Rif ft
P:[phone]
O
0 8601 Six Forks Road,Forum 1,Suite 700
Raleigh,North Carolina 27615-3960
\-0 NC License No. F-0112
Engineers I Construction Managers I Planners I Scientists
\jCD\ - www.rkk.com
\\I 1 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
DETAIL A DETAIL B DETAIL C DETAIL D DETAIL E 0 /-5986A 20-3
SPECIAL LATERAL 'V' DITCH SPECIAL CUT DITCH SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH BERM DITCH z
Not to Scale) ( Not to Scale) ( Not to Scale) w w m N ROADWAY DESIGN PAVEMENT DESIGN
( o- ( Not to Scale) Q
( Not to Scale) p w ENGINEER ENGINEER
Front r b N N v J
Ditch
Natural 3. pt'•� o et Slope Natural 3, of Fill Natural 5.0'
P- t 10.0' 5.0'
of Ground j or ��o�t Ground j or ,��e< Slope Ground 3• 1'%Ft. SlopeFill
Natural �,j W �.1 � Fill A D F/ D F O T-3
2
Ground R or D F�o'� Slope pffer Min. D=2.0 2.0 Ft. 4}fer B Min. D= 2.0 Ft.
/gfter t - B` Min. D= 2.5 Ft. B= 4.0 Ft. ?.j Jp`�'
B= 4.0 Ft. �0'V.C. D
Min. D=1.5 Ft. -L- STA. 280+00 TO STA. 280+50 LT b= 5.0 Ft.
-L- STA. 313+50 TO STA. 320+00 RT -L- STA. 306+75 TO STA. 307+00 LT -L- STA. 280+50 TO STA. 282 +50 LT Min. D=1.0 Ft.
-L- STA. 333+00 TO STA. 340+50 RT -L- STA. 322 +00 TO STA. 324+00 RT -L- STA. 339+00 TO STA. 341 +00 LT -L- STA. 296+50 TO STA. 301 +00 LT
-L- STA. 341 +00 TO STA. 345+00 LT -L- STA. 379+00 TO STA. 381 +00 LT -L- STA. 422 +20 TO STA. 427+50 RT -L- STA. 316+50 TO STA. 327+50 LT DETAIL NOT USED IN SECTION 2
-L- STA. 499+65 TO STA. 500+00 LT -L- STA. 379+50 TO STA. 385+00 RT -L- STA. 496+50 TO STA. 499+65 LT -L- STA. 327+50 TO STA. 336+00 LT
-SR5A- STA. 10+50 TO STA. 11 +77 LT -L- STA. 401 +00 TO STA. 403+00 LT -L- STA. 504+50 TO STA. 508+50 LT -L- STA. 300+50 TO STA. 302 +30 RT DOCUMENT NOT CONSIDERED FINAL
-Y6- STA. 28+00 TO STA. 28+50 LT -L- STA. 401 +50 TO STA. 402 +50 RT -L- STA. 529+50 TO STA. 538+77 LT -L- STA. 357+79 TO STA. 364+00 RT UNLESS ALL SIGNATURES COMPLETED
-Y7A- STA. 15+00 TO STA. 16+00 LT -L- STA. 407+50 TO STA. 409+00 RT -L- STA. 541 +75 TO STA. 550+50 LT -L- STA. 370+00 TO STA. 370+50 LT
-Y8- STA. 16+00 TO STA. 16+50 RT -L- STA. 406+50 TO STA. 421 +50 LT -L- STA. 425+58 TO STA. 435+00 LT -L- STA. 372 +00 TO STA. 375+50 LT
-Y8- STA. 29+50 TO STA. 34+50 RT -L- STA. 448+50 TO STA. 453+50 LT -L- STA. 440+50 TO STA. 448+50 LT -L- STA. 405+46 TO STA. 407+50 RT PERMIT DR4V/I N G
-L- STA. 474+50 TO STA. 485+00 LT -L- STA. 510+00 TO STA. 513+00 LT -L- STA. 470+50 TO STA. 474+50 LT
-L- STA. 475+00 TO STA. 489+50 RT -L- STA. 539+70 TO STA. 540+58 LT -L- STA. 500+00 TO STA. 504+50 LT SHEET 4 O F 163
-L- STA. 500+00 TO STA. 518+00 RT -SR3- STA. 32 +78.79 TO STA. 34+17 LT -Y7RPB- STA. 18+29 TO STA. 24+32.14 LT
-L- STA. 541 +00 TO STA. 550+00 RT -Y8- STA. 33+50 TO STA. 36+00 LT -Y7B- STA. 14+72 TO STA. 15+71.74 RT
-Y20- STA. 10+35 TO STA. 12 +00 LT -Y7D- STA. 11 +50 TO STA. 14+13 LT DETAIL
-Y20- STA. 10+35 TO STA. 12 +00 RT DETAIL G STANDARD BASE DITCH DETAIL J
-Y20- STA. 17+50 TO STA. 19+00 LT MEDIAN V DITCH ( )
-Y20- STA. 20+87.64 TO STA. 22 +44.57 RTNot to Scale LATERAL BASE DITCH
-Y6- STA. 11 +00 TO STA. 13+50 LT ( Not to Scale) DETAIL H Natural Natural
( Not to Scale)
Shoulder Shoulder TOE PROTECTION b
-Y6- STA. 11 +00 TO STA. 13+00 RT Point Point Ground -- 1 Ground
yt. � ( Not to Scale) �'.j 3•
-Y6- STA. 29+50 TO STA. 32 +00 LT 1 ° D Natural
DETAIL F -Y6- STA. 29+00 TO STA. 32 +00 RT F/°'�`>eor �` �a`• �e� et Ground , I 1 1"�Ft. Fill
-Y7A- STA. 12 +00 TO STA. 15+00 LT r F�°��e Min. D= 2.0 Ft. g FQt}e°r D n''o'�'�e Slope
SPECIAL CUT BASE DITCH -Y7A- STA. 12 +00 TO STA. 14+50 RT Natural 1 °< A°o B= 4.0 Ft Min. D= 1.5 Ft.
( Not to Scale) -Y7D- STA. 14+50 TO STA. 16+25 RT '5. ��S B
-Y7RPA- STA. 11 +40.19 TO STA. 15+43.19 RT Ground F B= 5.0 BELOW
-L- STA. 307+38 RT, S=0.42%, L=12', b= 5.0 Ft.
-Y7RPC- STA. 19+50 TO STA. 20+50 LT -L- STA. 390+50 TO STA. 392 +50 LT ' d BEG EL=126.90', END EL=126.85'
Natural 1 0 Front -L- STA. 498+38 LT S=0.02% L=65'
Ground ,3. �'' a Ditch -Y7RPD- STA. 11 +84.98 TO STA. 17+96.54 LT -Y20- STA. 21 +93.18 TO STA. 22 +44.57 LT d= 5.0 Ft. -L- STA. 340+50 TO STA. 355+00 RT, B-2'
\�D V). Slope -Y7RPA- STA. 10+40.05 TO STA. 11 +40.19 RT Geotextile BEG EL=169.73', END EL=169.72' =
-Y7RPD- STA. 10+84.95 TO STA. 11 +84.98 LT -SR3- STA. 23 +79 LT, S=1.29%, L=35', -L- STA. 360+50 TO STA. 361 +00 LT, B=4'
B Min. D= 1.75 Ft. Type of Liner= CL B Rip-Rap BEG EL=147.45', END EL=147.00' -L- STA. 372 +50 TO STA. 376+50 RT, B=4
B= 4.0 Ft. -SR5A- STA. 17+00 LT, S=2.14%, L=65', -SR3- STA. 11 +00 TO STA. 24+50 RT, B=4'
-L- STA. 300+ 78 TO STA. 303 +84 LT BEG EL=169.32', END EL=167.93' 0 TO STA. 15+5 B=4'
0 LT, B=4'
0 LT
-L- STA. 282 +50 TO STA. 288+50 LT -L- STA. 423 +10 TO STA. 425+20 LT -L- STA. 293 +37 LT, S=0.30%, L=112', -Y7C- STA. 12 +53-Y7B- STA. 11 +00 TO STA. 13 +84
-Y7D- STA. 11 +03 TO STA. 11 +50 LT, B=4'
-L- STA. 307+00 TO STA. 316+50 LT -L- STA. 508+50 TO STA. 509+52 LT BEG EL=135.23 , END EL=13 4.89 -Y7RPB- STA. 20+00 TO STA. 21 +00 RT, B=4'
-L- STA. 296+50 TO STA. 300+50 RT -L- STA. 522 + 75 TO STA. 525 +40 LT -Y7RPB- STA. 15+38 LT, S=0.00/o, L=25 , -Y7RPD- STA. 24+30 TO STA. 25+06 LT, B=4'
-L- STA. 307+50 TO STA. 308+50 RT -L- STA. 435+00 TO STA. 437+00 RT BEG EL=136.50 , END EL=136.50-L- STA. 336+00 TO STA. 339+00 LT -SR3- STA. 34+16 TO STA. 35+ 78 LT
-L- STA. 361 +00 TO STA. 362 +00 LT -Y7RPC- STA. 17+50 TO STA. 24+10 RT
-L- STA. 364+00 TO STA. 364+50 RT
-L- STA. 370+50 TO STA. 372 +00 LT
-L- STA. 371 +50 TO STA. 372 +50 RT DETAIL L DETAIL M DETAIL N DETAIL 0 DETAIL P
-L- STA. 453 +50 TO STA. 461 +50 LT
-L- STA. 465+00 TO STA. 470+50 LT LATERAL BASE DITCH LATERAL 'V' DITCH SPECIAL CUT BASE DITCH SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH
-L- STA. 438+00 TO STA. 460+00 RT ( Not to Scale) b (Not to Scale) ( Not to Scale) ( Not to Scale) ( Not to Scale) b
-L- STA. 435+00 TO STA. 440+50 LT <
-L- STA. 493+00 TO STA. 496+50 LT Natural ' bNatural [1
-Y7D- STA. 14+80 TO STA. 16+25 LT Ground S• ` 1'�Ft. Fill Natural .N Fill Natural 1 °l Front Ground �3. VI 1 1"/Ft. Fill
j D Ground a'j 3 Tiff. Ground °'.• e� t \ `6�-Y7RPB- STA. 10+18.97 TO STA. 18+29.27 LT Slope D Slope j �°�� Slope Natural �. O Fill / Slope
-Y7RPC- STA. 10+05.01 TO STA. 16+73.59 RT B Min. D=2.0 Ft. d d= D F Ditch Ground 7 or A D A�a,k,ce't Slope B Min. D- SEE BELOW p
B=6.0 Ft. Geotextile Geotextile g P/ f �� B= SEE BELOW
b=5.0 Ft. Min. D=2.0 Ft. het
Min. D= 2.0 Ft. B Min. D= SEE BELOW b= 5.0 Ft.
DETAIL K Max. d=2.0 Ft. Max. d= 2.0 Ft.
DETAIL NOT USED IN SECTION 2 Type of Liner= CL B Ri Ra b=5.0 Ft. B= 4.0 Ft. B= SEE BELOW -SR3- STA. 18+50 TO 19+50 LT, B=6', D=1'
LATERAL 'V' DITCHRip-Rap Type of Liner= CL B Rip-Rap -Y8- STA. 33+00 TO 33+50 LT, B=6', D=1'
( Not to Scale) -Y7RPD- STA. 24+00 TO STA. 24+42 RT -L- STA. 355+00 TO STA. 360+50 LT, B=4', D=3'
b -Y7C- STA. 11 +00 TO STA. 12 +53 LT -L- STA. 513+00 TO STA. 517+50 LT DETAIL NOT USED IN SECTION 2 -L- STA. 403 +00 TO STA. 405+46 RT, B=4', D-4.5'
�_ -Y20- STA. 32+51.25 TO STA. 33+42 RT -Y20- STA. 22 +95.34 TO STA. 24+46 RT, B=4', D=3'
on h
-0 Natural Fill
Ground .•j D 5A. 1"/Ft. Slope
T Min. D=1.5 Ft. DETAIL Q DETAIL R DETAIL S DETAIL T DETAIL U
b=5.0 Ft. 10' WIDE BERM LATERAL BASE DITCH CHANNEL CHANGE STANDARD 'V' DITCH SPECIAL CUT DITCH
( Not to Scale) ( Not to Scale) ( Not to Scale) ( Not to Scale) ( )
Not to Scale
10'
-L- STA. 280+00 TO STA. 289+00 RT 1
` '1 Natural Natural Front
4:1 Natural r �- I Ground Ground o< Ditch
-L- STA. 320+00 TO STA. 322 +00 RT a: 0• Fill R a j
1 Ground j 1 1"fit, Natural O F/ _� _____-- Natural Natural Natural 3.j '3'•� ,�et Slope
-L- STA. 324+00 TO STA. 333+00 RT D `3' Slope /,, o
Distance Varies Depending Upon Specified Elevation �/' <1 d I Ground �"t)� ,\ �� Ground 3 3.1 Ground Ground or
-L- STA. 345+00 TO STA. 351 +00 LT d ..uFR D�,,, • \_ _i j p F/of D
-L- STA. 353+00 TO STA. 355+00 LT D GEOTEXTILE g �R rep Min. D=1.0 Ft.
H-D -L- STA. 402+50 TO STA. 403+00 RT D=Varies; Distance v � '� Lowest Point Min. D= 2.0 Ft. GEOTEXTILE Min. D=SEE BELOW Exist. Channel Min. D=SEE BELOW
O -L- STA. 403+00 TO STA. 406+50 LT from Top of Berm to in Natural Ground Max. d= 2.0 Ft.
lowest control point or Proposed Ditch Max. d= SEE BELOW
0
-SR3- STA. 24+50 TO STA. 28+00 LT
-L- STA. 500+00 LT, TOP ELEV.=173.0' *When B is < 6.0' B= 4.0 Ft.
B= SEE BELOW -Y9RPA- STA. 20+00 D=1' -L- STA. 518+00 TO STA. 522 +50 RT
-Y20- STA. 19+00 TO STA. 21 +93.18 LT -L- STA. 500+00 RT, TOP ELEV.=172.3' Type of Liner= CL B Rip-Rap b= 5.0 Ft.
b=50 Ft.. BEG. ELEV=150.00 END ELEV=146.50, S=3.5% -SR5A- STA. 11 +76.57 TO STA. 12 +27.18 LT
1 -Y20- STA. 22 +44.57 TO STA. 22 +95.34 RT -SR3- STA. 20+50 RT, TOP ELEV. 151.0' p p Type of Liner= VARIES -SR5A- STA. 11 +76.57 TO STA. 12 +27.18 RT
Q -Y6- STA. 13+50 TO STA. 15+50 LT -SR3- STA. 24+50 RT,TOP ELEV.=150.0' -L- STA. 517+50 TO STA. 521 +00 LT -SR5A- STA. 13+79.06 TO STA. 19+00 LT
co -Y6- STA. 23+00 TO STA. 28+50 RT DETAIL NOT USED IN SECTION 2 -SR5A- STA. 13+79.06 TO STA. 19+00 RT
03 -Y6- STA. 28+50 TO STA. 29+50 LT -Y8- STA. 11 +00 TO STA. 12 +00 LT
-Y7C- STA. 16+50 TO STA. 19+00 LT -Y8- STA. 11 +00 TO STA. 16+00 RT
1 -Y7D- STA. 11 +00 TO STA. 14+50 RT -Y8- STA. 34+50 TO STA. 36+00 RT
7 -Y7RPB- STA. 21 +00 TO STA. 23+74 RT DETAIL V DETAIL W DETAIL X
m -Y7RPC- STA. 17+13.38 TO STA. 19+00 LT SPECIAL CUT BASE DITCHDETAIL Y
-Y7RPC- STA. 20+50 TO STA. 23+90 LT ( STANDARD BASE DITCH LATERAL 'V' DITCH SPECIAL CUT DITCH
-Y7RPD- STA. 22 +00 TO STA. 24+00 RT Not to Scale) ( )
Not to Scale
7 -Y8- STA. 26+19 TO STA. 29+50 RT ( Not to Scale)
( Not to Scale)
Natural Natural Front DETAIL Z
Natural .\ of Front Ground �'j -1-- of Ground h b °� Ditch
Ground �3• D !k''` ,c,�e< Ditch F/of °r D '3'•l\et Natural -� Fill Ground `'''I �oNatural N• ''k Slope SPECIAL( Iot CU o BASE DITCH
)
(0 F Slope ter F� F
L \� Ground 3•j n�1 1"/Ft. Slope D
0 g Min. D= SEE BELOW B D d
�� Min. D= SEE BELOW < ,
7 B SEE BELOW B= SEE BELOW Min. D=2.5 Ft. Geotextile Natural o� Front
Min. D= 2 Ft. Ground 6• D b' et Ditch
+U-' -L- STA. 499+00 TO STA. 499+70 RT, B=4', D=3' b=5.0 Ft. Type of Liner= CL B Rip-Rap Max. d= 2 Ft. \� F�°� Slope
U -Y20- STA. 24+45.78 TO STA. 32 +51.25 RT, B=4', D=3.5' -SRSB- STA. 15+70 RT, B=4', D=3', M=3.0 B
BEG EL=168.57', END EL=168.33', S=0.30%, L=78' DETAIL NOT USED IN SECTION 2 Min. D= 1.5 Ft.
U -Y20- STA. 32 +51 LT, B=4', D=4.0' DETAIL NOT USED IN SECTION 2 B= 6 Ft.
0 BEG. ELEV=141.11 END ELEV=141.06, S=0.1%, M=4.0
-L- STA. 405+64 LT, B=4', D=3.0' -L- STA. 437+00 TO STA. 438+00 RT
C
BEG. ELEV=140.22 END ELEV=139.80, S=0.3%, M=4.0 DETAIL
I DETAIL
FALSE SUMP DETAIL 11 FALSE SUMP
up
( Not to Scale) Zr)o FALSE SUMP ( Not to Scale)
�?o
d1 r ( Not to Scale) Median Ditch
�I Outside Ditch Outside Ditch 9" - 2' H-
�2.0'.F Traffic Flow
DE Traffic Flow ��•� 20:1 > 201 74.7 2,H
i
ui
GI L (See Chart Below) ><, 20' GI RI( ft
E-S - etc.
S- etc. GI
--at-- S - etc. S= Ditch Slope Proposed Ditch P:[phone]
O
N 0 S=Ditch Slope Proposed Ditch P 8601 Six Forks Road,Forum 1,Suite 700
o p S=Ditch Slope Proposed Ditch Ditch Grade L Ditch Grade L Raleigh,North Carolina 27615 3960
p NC License No. F-0112
C\177 cn - 0.0% To 2.0% 20' Over 4.0% To 6.0% 40'
Engineers I Construction Managers I Planners I Scientists
N, o
Over 2.0% To 4.0% 30' Over 6.0% 50' www.rkk.com
(30�1 1 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
/-5986A 2D-4
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
DETAIL AC DETAIL AD
DETAIL AA DETAIL AB
SPECIAL CUT BASE DITCH SPECIAL LATERAL BASE DITCH
SPECIAL CUT DITCH MEDIAN BASE DITCH (Not to Scale) ( Not to Scale)
( Not to Scale) (Not to Scale)
Front Shoulder 4 Shoulder Natural or Front
.( Point I o Point .'
o Ditch A- or p,.� et Ground 3. �' e< Ditch t
Natural O. `5• ,,ke< Slope IQ,}fer 00' \�D F\° Sloe Ground �?. 1 �e Sllope
Ground / 0 p / D A\a� t DOCUMENT NOT CONSIDERED FINAL
D B Min. D= 2 Ft. \� F UNLESS ALL SIGNATURES COMPLETED
d B - B= VARIES B= 6 Ft.
B Min. D= 2 Ft.
Geotextile Min. D- 1 Ft. DETAIL NOT USED IN SECTION 2 DETAIL NOT USED IN SECTION 2 B= 6 Ft.
Type of Liner= CL B Rip-Rap Max. d= 1 Ft. PERMIT ID RAW I N G
DETAIL NOT USED IN SECTION 2 SHEET 5 OF 163
DETAIL NOT USED IN SECTION 2
DETAIL AF DETAIL AG DETAIL AH
DETAIL AE LATERAL BASE DITCH
LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH ( Not to Scale) SPECIAL CUT DITCH
(Not to Scale) ( Not to Scale)
( Not to Scale) r b
Front
b > Natural of Natural • of Ditch
1 Fill
Natural Ground 3I �1 ��e< Sloe Ground �'I \ 1„/Ft Fill Natural �' ,��et Slope
Ground 3.7T:0
n� 1 Fill d D 0°' p d = D `5 Slope Ground d ../ D\ � Slope Geotextile B GEOTEXTILE B
B Min. D= 2 Ft. Min. D= 2 Ft. � Min. D= 2.5 Ft.
B= 6 Ft. Max. d= 2 Ft. Max. d= 2.5 Ft. Geotextile Min. D=1.0 Ft.
b= 5 Ft. Type of Liner= CL B Rip-Rap B= 4 Ft. *When B is < 6.0' B= 12.0 Ft. Type of Liner= CL B Rip-Rap Max. d=1.0 Ft.
-L- STA. 421+50 TO STA. 422+80 LT Type of Liner= CL I Rip-Rap b= 5.0 Ft.
DETAIL NOT USED IN SECTION 2 -L- STA. 521+00 TO STA. 522+90 LT —L— STA. 296+00 TO STA. 296+50 LT
DETAIL NOT USED IN SECTION 2
DETAIL Al DETAIL AJ DETAIL AK DETAIL AL
STANDARD 'V' DITCH STANDARD BASE DITCH STANDARD BASE DITCH SPECIAL CUT DITCH
( Not to Scale) (Not to Scale) ( Not to Scale) ( Not to Scale)
Natural Natural Front
Ground Natural Natural Ot Ditch
Natural Natural 7 �1 Ground Ground 1 Slope
\17D/ / 3.• Ground Natural �?./ `3• ,�,�et P
Ground / D ,3.1 \ � / F D
3 Ground D Ground or \o
d Min. D= 1.5Ft. B doff
B= 2 Ft. Min. D= 1.5 Ft. B e, Min. D=2.5 Ft.
Min. D= 1 Ft. B= 2 Ft.
Geotextile Max. d= 1 Ft. —SR5C (L STA)— STA. 541 +19 TO STA. 543+50 RT
—SR5C (L STA)— STA. 543+26 RT, S=1.00% L=75' —L— STA. 489+50 TO STA. 499+60 RT
Type of Liner= CL B Rip—Rap BEG EL=142.50', END EL=141.75'�
—Y9RPA— STA. 20+00, D=1'
BEG. ELEV=155.88 END ELEV=150.00, S=25.6% NATURAL
GROUND L —,
- -- IIl ,.'. �, NATURAL
� GROUNDpipit_
(� � 1 0 F. ,. 2'
a) DETAIL AM DETAIL AN 6/
ROCK FILL IN POND 2" -11k\ TOE PROTECTION (Not to sale) I �' r�t�
, J Not to Scale het ♦ ' 1 , /
•/ ( ) \ Proposed ' ' FA I �1
F or F �!�\o' e / Right of Way or �, �� �
//S/o%er '31 `\S\off Existing �'^\\ Controlled Access (CA) ,10' e lip -,,, j \ + e ` �r'3
pe F
\ Earth Fill to CA �I� KEY-IN
\\ 1 CLASS I RIP RAP _��_le NW1•
\ KEY-IN Vti_ni_ A1
d 1.5' Thick 0 2'THICK CLASS 1I RIP RAP
0p ° T / N.W.S. Elev.= STREAM BED STREAM BED
ICK
U \— Geotextile CI B R latin \ l.o' See Below
d= SEE BELOW Rock Plating \ —
Geotextile
nI -L- STA 324+79 TO STA 326+93 LT, EL=138.0 INLET CHANNEL IMPROVEMENTS OUTLET CHANNEL IMPROVEMENTS
0 -L- STA 452+12 TO STA 454+94 LT, EL=155.0 LOOKING DOWNSTREAM LOOKING DOWNSTREAM
\ Type of Liner= B Rip-Rap -L- STA 491+59 TO STA 492+86 LT, EL=170.0 LENGTH=61',SLOPE=0.06% (NTS) LENGTH=46',SLOPE=0.06% (NTS)
—L— STA. 522 +00 TO STA. 540+00 RT, d=2.5
Q CULVERT INLET AND OUTLET DETAILS
CD -L- STA. 304+15
CO
CT
m NATURAL ' _ • , , GROUND
GROUND
I NATURAL GROUND
4 r
2 /,�., NATURAL GROUND
/ KEY-IN
14Xf /
1 k 1 I 1 f 7
' NATURAL GROUND / CLASS I RIPRAP
H ` / (!).,110\
_ 14 r 1
� _ '. 2, / ------ ,,i` 2' THICK KEY-IN yr
r
a - CLASS I RIPRAP04 40/L 4:101 ,FAV' ' ."
EXCAVATION `�`�� `` b,� 2' THICK ��
.4,11.. OF
1, 4 ,,-,, ...-gt ...._8'-4- , I,
u; is �� N • ♦/I,,� 14.
EXCAVATION .�
`A. "/� % ;,•.•.'44 1'CHANNEL t sy1'CHANNEL
`il l 1 NIi, `' ♦.r� cr,�`�1 ♦.If�� Vinufrir CULVERT INVERT 1 BED TO
INVERT
+) KEY-IN KEY-IN `av ^��• \,,4\
CLASS I RIP RAP CLASS I RIP RAP . ► ,r• �R P RAP RIP RAPS I
TOP OF BAFFLE ��,_ � / , `•,♦.�• 11,
2'THICK TOP OF BAFFLE 2'THICK �M— �� / \r,,♦ / ^r11 / lit
STREAM BED ELEVATION STREAM BED ELEVATION km -1 N
• ` ► j ` / STREAM BED ELEVATION STREAM BED ELEVATION
/TOP OF SILL /TOP OF SILL 12' CHANNEL WIDTH AT / �./ I� ` / /TOP OF SILL /TOP OF SILL
T \sm�.mr,
VARIES
INLET CHANNEL IMPROVEMENTS OUTLET CHANNEL IMPROVEMENTS STRUCTURE FACE. ► t� � /
TO NATURAL WIDTH AT 12' CHANNEL WIDTH AT �- INLET CHANNEL IMPROVEMENTS OUTLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM LOOKING DOWNSTREAM TIE-IN LOCATION. STRUCTURE FACE. VARIES / LOOKING DOWNSTREAM (NTS) LOOKING DOWNSTREAM (NTS)
LENGTH=85',SLOPE=0.3% (NTS) LENGTH=65',SLOPE=0.3% (NTS) LENGTH=210'(TOTAL OF BOTH CHANNELS) LENGTH=65'
T INLET CHANNEL IMPRC)VFMFNTS TO NATURAL WIDTH AT
III LOOKING DOWNSTREAM TIE-IN LOCATION.
LENGTH = 102', SLOPE = 1.75% OUTLET CHANNEL IMPROVFMFNTS CULVERT INLET AND OUTLET DETAILS
CULVERT INLET AND OUTLET DETAILS NTS LOOKING DOWNSTREAM -L- STA. 540+46
I -L- STA. 355+00 LENGTH = 116', SLOPE = 0.05%
NTS
CC
III CULVERT INLET AND OUTLET DETAILS
\ -L- STA. 422+50.5
RKK
1 P:[phone]
O
8601 Six Forks Road,Forum 1,Suite 700
Raleigh,North Carolina 27615-3960
\ice NC License No. F-0112
ul= Engineers I Construction Managers I Planners I Scientists
j\ CD\ - www.rkk.com
\\I 1 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
/-5986A 20-5
DETAIL C DETAIL D DETAIL E ROADWAY DESIGN PAVEMENT DESIGN
DETAIL A DETAIL B 0 ENGINEER ENGINEER
SPECIAL 'V' DITCH SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH BERM DITCH z
Not LATERAL Scale) SPECIAL CUT DITCH ( Not to Scale) ( Not to Scale)
( Not to Scale) Q
cn
( ( Not to Scale) b O <
Front
vJicn Um
N
tural
1 of Ditch Natural 3'I of Fill Ground �. 1 E I . Fill _, 5.0' 10.0' ) , 5.0' ,_
Natural �y, of1)0 t Fill Natural �3.I D�• a,c,ce Slope Ground oTD2 \ et Slope \ � 1 Slope ?
Ground I or >\ Slope Ground F/ or D F� F/otter TDB
Min. D= 2.0 Ft.
F/otterDotterMin. D=2.0 Ft. �B Min. D= 2.5 Ft. ' B= 4.0 Ft. ?.I �'
B= 4.0 Ft. 10.0'V.\D
b= 5.0 Ft.
Min. D=1.5 Ft. -L- STA. 582 +00 TO STA. 585+00 LT Min. D=1.0 Ft.
-L- STA. 595+00 TO STA. 599+50 LT -L- STA. 541 +75 TO STA. 550+50 LT -L- STA. 573+00 TO STA. 573+60 LT
-L- STA. 626+93 TO STA. 629+50 LT -L- STA. 599+00 TO STA. 600+00 RT -L- STA. 620+50 TO STA. 622 +47 LT -L- STA. 639+50 TO STA. 640+35 RT DOCUMENT NOT CONSIDERED FINAL
-L- STA. 627+50 TO STA. 629+00 RT -L- STA. 609+50 TO STA. 610+50 LT -L- STA. 756+50 TO STA. 758+50 LT -L- STA. 642 +70 TO STA. 646+00 RT DETAIL NOT USED IN SECTION 3 UNLESS ALL SIGNATURES COMPLETED
-L- STA. 735+00 TO STA. 735+85 LT -L- STA. 620+00 TO STA. 620+50 LT -Y9A- STA. 16+50 TO STA. 18+90 LT (3:1 FILL SLOPE) -L- STA. 656+00 TO STA. 660+10 LT
-L- STA. 740+00 TO STA. 742 +50 LT -L- STA. 629+50 TO STA. 635+00 LT -Y9C- STA. 13 +50 TO STA. 15+50 LTT -L- STA. 666+00 TO STA. 667+00 LT-Y10- STA. 15+00 TO STA. 16+00 RT -L- STA. 694+80 TO STA. 696+50 RT PERMIT DRAVII N G
-L- STA. 761 +00 TO STA. 761 +35 LT -L- STA. 629+00 TO STA. 637+00 RT
-L- STA. 647+00 TO STA. 649+00 LT -L- STA. 699+50 TO STA. 704+40 RT-L- STA. 732 +50 TO STA. 742 +00 RT SHEET 6 OF 163
-L- STA. 646+00 TO STA. 650+50 RT
-L- STA. 653+00 TO STA. 659+00 RT -L- STA. 748+00 TO STA. 756+40 RT
-L- STA. 696+00 TO STA. 709+00 LT -L- STA. 753+00 TO STA. 756+40 LT
-L- STA. 711 +50 TO STA. 715+00 RT -L- STA. 764+00 TO STA. 776+50 LT DETAIL H
-SRS- STA. 17+96 TO STA. 19+55 RT
DETAIL F -L- STA. 711 +50 TO STA. 735+00 LT
-L- STA. 725+50 TO STA. 726+50 RT -SR5- STA. 19+65 TO STA. 20+92 RT
TOE PROTECTION
( Not to Scale) DETAIL
SPECIAL CUT BASE DITCH -L- STA. 731 +50 TO STA. 732 +50 RT -Y9A- STA. 16+50 TO STA. 18+90 RT
( Not to Scale) -L- STA. 742 +50 TO STA. 753+00 LT -Y9C- STA. 11 +40 TO STA. 13+00 RT ,�,�et STANDARD BASE DITCH
-L- STA. 758+50 TO STA. 759+00 LT -Y9RPB- STA. 20+50 TO STA. 23+50 LT t F\o. ( Not to Scale)
-L- STA. 760+00 TO STA. 761 +00 LT -Y10- STA. 24+00 TO STA. 28+75 RT Natural 1 ° Ao�e
Natural 1 of Front -SRS- STA. 14+00 TO STA. 17+96 RT -Y11- STA. 14+20 TO STA. 19+00 RT Ground 3 Ground -i-Natural Natural
Ground \,?.I D b• \Net Ditch -SR5- STA. 20+92 TO STA. 22 +92 RT DETAIL G -Y11- STA. 15+00 TO STA. 21 +50 LT ../ r D •-' Ground
Fed Slope -SR5- STA. 33+47 TO STA. 37+00 RT MEDIAN V DITCH -Y21- STA. 19+78 TO STA. 24+50 LT , d
B -SR5- STA. 37+50 TO STA 41 +50 LT ( Not to Scale) -Y21- STA. 25+00 TO STA. 34+00 LT d= 5.0 Ft. Min. D= 2.0 Ft. B
B Min. D= 1.75 Ft. Geotextile
B= 4.0 Ft. -Y9A- STA. 10+00 TO STA. 16+50 RT Shoulder Shoulder B- 4.0 Ft
-Y9A- STA. 10+00 TO STA. 16+00 LT Point 4 Point
I TypeRip-Rap
-Y9C- STA. 13+50 TO STA. 15+50 LT F/ or b'� ot et of Liner= CL B p-Ra
p -L- STA. 695+15 TO STA. 696+00 LT,
-L- STA. 550+50 TO STA. 573+00 LT -Y9C- STA. 13+00 TO STA. 15+50 RT Otter F�°�� -L- STA. 605 + 75 TO STA. 606+83 LT BEG. EL=12 8.85', END EL=12 9.15', L=95', S=0.3%
-L- STA. 585+00 TO STA. 590+15 LT -Y9RPA- STA. 15+70 TO STA. 19+00 LT -L- STA. 622 +50 TO STA. 62 7+00 LT -L- STA. 761 +30 LT,
-L- STA. 585+00 TO STA. 590+50 RT -Y9RPA- STA. 14+73 TO STA. 18+50 RT -L- STA. 625+ 75 TO STA. 627+50 RT BEG. EL=145.03', END EL=144.20', L=28', S=3.0%
-L- STA. 594+50 TO STA. 599+00 RT -Y9RPD- STA. 16+86 TO STA. 20+00 LT -L- STA. 593+50 LT,
-L- STA. 637+50 TO STA. 639+50 RT -Y10- STA. 12 +50 TO STA. 13+00 RT -L- STA. 674+70 TO STA. 677+10 RT BEG. EL=152.05', END EL=151.25', L=105', S=0.8%
-L- STA. 654+50 TO STA. 656+00 LT -Y10- STA. 31 +00 TO STA. 34+00 LT -L- STA. 557+50 TO STA. 574+00 RT -L- STA. 678+75 TO STA. 684+10 RT -L- STA. 594+55 RT,
-L- STA. 659+00 TO STA. 660+10 RT -Y10- STA. 32 +00 TO STA. 34+00 RT -L- STA. 599+50 TO STA. 600+50 LT -L- STA. 692 +30 TO STA. 694+ 76 RT BEG. EL=152.60', END EL=151.20', L=53', S=2.6%
-L- STA. 660+10 TO STA. 666+00 LT -Y11- STA. 12 +00 TO STA. 13+30 LT -L- STA. 643+00 TO STA. 647+00 LT -L- STA. 735+85 TO STA. 736+10 LT -Y9C- STA. 11 +40 RT,
-L- STA. 696+50 TO STA. 699+50 RT -Y11- STA. 12 +00 TO STA. 13+90 RT -Y9RPA- STA. 10+00 TO STA. 13+30 RT BEG. EL=153.80', END EL=151.00', L=300', S=0.9%
-L- STA. 742 +00 TO STA. 748+00 RT -Y11- STA. 13+60 TO STA. 15+00 LT -Y10- STA. 16+00 TO STA. 18+00 RT -Y9 RPA- STA. 16+20 RT,
-Y9B- STA. 11 +00 TO STA. 13+50 LT -Y11- STA. 32 +50 TO STA. 36+00 LT BEG. EL=150.32', END EL=150.15', L=54', S=0.3%
-Y9B- STA. 16+00 TO STA. 19+50 LT -Y11 DW- STA. 12 +50 TO STA. 15+50 LT
-Y9RPD- STA. 10+23 TO STA. 16+86 LT -Y11 DW- STA. 11 +50 TO STA. 15+50 RT DETAIL M DETAIL N
-SR5- STA. 36+28 TO STA. 37+50 LT -Y21- STA. 14+00 TO STA. 19+78 LT DETAIL K DETAIL L
-Y10- STA. 13+00 TO STA. 15+00 RT LATERAL BASE DITCH LATERAL 'V' DITCH SPECIAL CUT BASE DITCH
Y21- STA. 14+50 TO STA. 16+82 RT LATERAL 'V' DITCH ( Not to Scale) (Not to Scale) ( Not to Scale)
( Not to Scale)
DETAIL J b b
b Natural s- Natural b Natural of
LATERAL BASE DITCH [::___:--Vrll Ground S•I D Fj•.� 1%Ft. Fill Ground `?•I D `3'1 1%Ft. Sloope Ground �?I 1 �'tet Front
Slope
( Not to Scale) Natural \ / Slope d D F�
b Ground 3•I D 3.� 1'%Ft. Slope d Ditch
B Min. D=2.0 Ft.
Geotextile
B=6.0 Ft. Geotextile B
Min. D=1.5 Ft. Min. D=2.0 Ft.Natural E- b-5.0 Ft. b=5.0 Ft. Max. d-2.0 Ft. Min. D= 2.0 Ft.
Ground `?'I 1 of t 1"/Ft. Fill -
Fotter D 3'd°c'�e Slope Type of Liner- CL B Rip-Rap b=5.0 Ft. Max. d= 2.0 Ft.
Min. D= 1.5 Ft. DETAIL NOT USED IN SECTION 3 B= 4.0 Ft.
B' B= SEE BELOW -Y9RPD- STA. 18+29 TO STA. 24+50 RT DETAIL NOT USED IN SECTION 3 Type of Liner= CL B Rip-Rap
b= 5.0 Ft. -Y10- STA. 20+00 TO STA. 21 +30 RT DETAIL NOT USED IN SECTION 3
-Y10- STA. 2 7+86 TO STA. 31 +00 LT
-Y10- STA. 28+75 TO STA. 32 +00 RT
E
DETAIL NOT USED IN SECTION 3
-Y11- STA. 26+00 TO STA. 27+00 RT
o -Y21- STA. 31 +00 TO STA. 36+00 RT
0 DETAIL Q DETAIL R
up DETAIL 0 DETAIL P 10'WIDE BERM LATERAL BASE DITCH DETAILN S
SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH ( Not to Scale) ( Not to Scale) CHANNEL NEoL CHANGE
ale GE
( Not to Scale) ( Not to Scale) F 10 r b , NaturalNatural
r
b , 4.1 4,1Natural �- Fill Natural 17(
OR F3'� -� Ground Ground __
Ill Ground I 1 1'%Ft. Ground L9
Natural 3• of Fill Natural �-- �� �� d = D 3' Slope d cFR D�.�: \_ _/
F Ground I or D A';occet Slope Ground v?.I �� `5: 1'/Ft, Silo a F .-Distance Varies Depending UponD Specified Elevation /' > tirExist.Channel
o ty F I/v p GEOTEXTILE `gam GEOTEXTILE Min. D=SEE BELOW
of\� Min. D- SEE BELOW Min. D= 2.0 Ft. Max. d= SEE BELOW
B Min. D= SEE BELOW B D=Varies; Distance Lowest Point
O B= SEE BELOW from Top of Berm to in Natural Ground Max. d= 2.0 Ft. B= SEE BELOW
b= 5.0 Ft. lowest controlpoint or Proposed DitchB= 4.0 Ft. Type of Liner= VARIES
B= SEE BELOW p *When B is < 6.0' _ b=5.0 Ft.
0 -L- STA. 642+70 LT, TOP ELEV=148.1'
> -L- STA. 759+00 LT, TOP ELEV=148.5' Type of Liner= CL B Rip-Rap b= 5.0 Ft.
' -L- STA. 762+00 LT, TOP ELEV=146.8' -L- STA. 766+40 LT, B=6', CL I RIPRAP, MIN D=3.0'
DETAIL NOT USED IN SECTION 3 -L- STA. 704+55 TO STA. 709+40 RT, B=10', D=2.0' - DETAIL NOT USED IN SECTION 3 BEG. EL=138.55', END EL=137.85', L=55', S=1.3%
-L- STA. 756+40 TO STA. 758+00 RT, B=12', D=2.5' -L- STA. 766+40 RT, B=6', CL II RI PRAP, MIN D=3.0'
LE -Y11DW- STA. 11 +00 TO STA. 11 +50 LT, B=4', D=1.0' BEG. EL=134.80', END EL=134.35', L=48', S=0.9%
CO
m
j DETAIL V DETAIL W DETAIL X
m DETAIL T DETAIL U
SPECIAL CUT BASE DITCH STANDARD BASE DITCH LATERAL 'V' DITCH
STANDARD 'V' DITCH SPECIAL CUT DITCH ( Not to Scale) ( Not to Scale)
En ( Not to Scale) ( )
� Not to Scale ( Not to Scale)
Front Natural Natural b
I of Ditch Natural of Front Ground -1I T of Ground [ ' Fill
Natural Natural Natural �'•I 1 '3'� ttet Slope Ground ,. Al 0( Ditch F/ott or D 3'd'C'�et NaturalI
Ground o \° D �a er F\ „
Ground 3•I D r5• Ground F/ r D F \ F Slope Ground �3•7 D 3.� 1 /Ft. Slope
Min. D= SEE BELOW B otter B Min. D= SEE BELOW g= SEE BELOW Min. D=2.5 Ft.
/ Min. D=1.0 Ft.
'T Min. D=SEE BELOW B= SEE BELOW
J, DETAIL NOT USED IN SECTION 3 b=5.0 Ft.
Li -L- STA. 735+85 LT, DETAIL NOT USED IN SECTION 3 -Y9C- STA. 16+50 TO STA. 19+00 RT, MIN D=1.0', B=2'
BEG. EL=144.50', END EL=144.53', L=20', S=0.2% DETAIL NOT USED IN SECTION 3
Li
0
DETAIL DETAIL DETAIL DETAIL Y DETAIL Z
III FALSE SUMP FALSE SUMP FALSE SUMP
Zn o :::
SPECIAL CUT DITCH SPECIAL CUT BASE DITCH
( Not to Scale) ( Not to Scale)U ( Not to Scale) ( Not to Scale) ( Not to Scale)
C. Median Ditch Outside Ditch Front
Traffic Flow of Ditch
Outside Ditch �2.0'F 9" 2' 7
1 0. Natural �• ,t�e Slope
m Traffic Flow �A 20:1 20' .1 H 2 h- Ground `.1 t;�o Natural 1 of Front
111 EL d D Ground 6•I �D b'VP Ditch
Ditch
/ GI (See Chart Below) >,4 20' GI F� Slope
E- $ etc. <-$ etc. S - GI etc. Geotextile Min. D= 2 Ft. �� Min. D= 1.5 Ft. RI'J ft
S=Ditch Proposed Ditch S=Ditch Slope CL Proposed Ditch Type of Liner= CL B Rip-Rap Max. d= 2 Ft. B= 6 Ft. P:[phone]
oSlopeS=Ditch Slope C Proposed Ditch
c\l ro Ditch Grade L Ditch Grade L 8601 Six Forks Road,Forum 1,Suite 700
o -L- STA. 654+00 TO STA. 654+50 LT DETAIL NOT USED I N SECTION 3 Raleigh,North Carolina 27615-3960
N-c cn 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' NC License No. F-0112
u-l= Over 2.0% To 4.0% 30' Over 6.0% 50' Engineers I Construction Managers I Planners I Scientists
/ a)
www.rkk.com
(301I 1 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
/-5986A 2D-6
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
DETAIL AA DETAIL AD DETAIL AE DETAIL AF
SPECIAL CUT DITCH DETAIL AC
( Not to Scale) DETAIL AB SPECIAL CUT BASE DITCH SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH
Front MEDIAN BASE DITCH (Not to scale) ( Not to Scale) ( Not to Scale) (Not to Scale)
O< (Not to Scale) b
Ditch r
Natural 3 3'�d• ,�,�6t Slope Shoulder t Shoulder Natural of Front Natural
Ground I F\ Point 1 o Point Ground 3. �•1 6< Ditch Natural o Fill Ground . �� °` Fill DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
d D F/oeor F\ael \�D F\o�� slope Ground �'•I D �a��e� Slope Ground J?I TD/ 1„fit. Shope d 7 D ��oi�e slope
B Min. D= 2 Ft. �� _ Geotextile B
Geotextile B B= VARIES ~� B= 6 Ft. B �n 6 Ft.2 Ft Min. D= 2 Ft. PERMIT DRAWING
Min. D= 1 Ft. B Min. D= 2 Ft. B=
Max. d= 1 Ft. B= 6 Ft. Max. d= 2 Ft.
Type of Liner= CL B Rip-Rap -L- STA. 575+00 TO STA. 577+75 RT -L- STA. 608+66 TO STA. 625+50 RT b= 5 Ft. B= 4 Ft. SHEET 7 OF 163
-L- STA. 635+00 TO STA. 642+50 LT -Y9RPB- STA. 11+19 TO STA. 20+50 LT Type of Liner= CL B Rip-Rap
DETAIL NOT USED IN SECTION 3 -Y9RPC- STA. 10+00 TO STA. 12+26 RT DETAIL NOT USED IN SECTION 3
-Y9RPC- STA. 17+50 TO STA. 24+00 RT —L— STA. 625+50 TO STA. 625+90 RT
DETAIL AG DETAIL AH DETAIL AJ DETAIL AK DETAIL AM
SPECIAL CUT DITCH
LATERAL BASE DITCH STANDARD BASE DITCH DETAIL AL
( Not to Scale) STANDARD BASE DITCH TOE PROTECTION t
( Not to Scale) (Not to Scale) ( Not to Scale) SPECIAL CUT DITCH �'./ ( Not to Scale) dote
b Front ( Not to Scale) op ocF\ e
(3'
Natural Natural /S 4}} \O�
Natural \ Ditch Ground 1 Ground Natural Natural Front /p er 1j'• `\\S
Ground `''I D 3•.\ 1"/Ft. Slope Natural
Ground ?'I D \O'�vet Slope 4I / Ground 3I D S.1 Ground o� Ditch pe
d = \�/ A Slope d
d Min. D= 1.5Ft. B Natural a of \�e� p
GEOTEXTILE �B� B= 2 Ft, Min. D= 1.5 Ft. g I Ground Or ��d Geotextile
Min. D= 2.5 Ft. Geotextile _ —'i
Max. d= 2.5 Ft. Min. D=1.0 Ft. DETAIL NOT USED IN SECTION 3 B 2 Ft. %te D d= SEE BELOW
*When B is < 6.0' B= 12.0 Ft. Type of Liner= CL B Rip-Rap Max. d=1.0 Ft. DETAIL NOT USED IN SECTION 3 r Min. D=2.5 Ft.
Type of Liner= CL I Rip-Rap b- 5.0 Ft. DETAIL NOT USED IN SECTION 3 Type of Liner= B Rip-Rap
-L- STA. 575+50 TO STA. 576+81 LT DETAIL NOT USED IN SECTION 3 DETAIL NOT USED IN SECTION 3
-Y9RPB- STA. 10+00 TO STA. 11 +19 LT
Al\ NATURAL ll GROUND NATURAL NATURAL GROUND NATURAL GROUND1 ik 4r 41 DETAIL AN
GROUND ROCK FILL IN POND
y
2' , 172
' Proposed (Not to Scale)
I 1, 4,
/ Right of Way or
� ilkitor Existing �7- i / Controlled Access (CA)
�\\ 2' CLASS I RIPRAP g \\
\ Earth Fill to CA \ i'
\ 1 l •! 1 1 °i' ♦ +1 r I 1
_ —_—'♦ —♦ i _ _ CIi4L 4 ir •
Thick \ ( N.W.S. Elev.=
imp." 4 f ni' iit _ CI B Riprap \ t'� See Below
\\\, % ®®�••�!Ill 41 .
.�. EXCAVATION �� ��.- Rock Plating \ ___
EXCAVATION ... ♦r►� h �� Geotextile
ti i 11/4, 11. 1 iv ®�„" �• � ,�, ,�_.� DETAIL NOT USED IN SECTION 3
OIRM ii\ 1, ,�,M, 2' CLASS I RIPRAP Ir lig. 4Pat
-,
I_ TOP OF 3' TOP OF 3' 1 P 1' .�^�•
KEY IN CLASS p WIDE BAFFLE r WIDE BAFFLE CHANNEL WIDTH 7'AT CHANNEL WIDTH 7'AT
I RIP RAP STREAM BED ELEVATION KEY IN CLASS STREAM BED ELEVATION STRUCTURE FACE,VARIES
2'THICK � STRUCTURE FACE,VARIES
/TOP OF SILL I RIP RAP /TOP OF SILL TO NATURAL CHANNEL TO NATURAL CHANNEL
2'THICK WIDTH AT TIE-IN LOCATION WIDTH AT TIE-IN LOCATION
E INLET CHANNEL IMPROVEMENTS OUTLET CHANNEL IMPROVEMENTS INLET CHANNEL IMPROVFMFNTS OUTLET CHANNEL IMPROVFMFNTS
0n LOOKING DOWNSTREAM (NTS) LOOKING DOWNSTREAM (NTS) LOOKING DOWNSTREAM (NTS) LOOKING DOWNSTREAM (NTS) NTS
U LENGTH=68', SLOPE=0.1% LENGTH=95', SLOPE=0.1% LENGTH = 65', SLOPE = 0.4% (NTS) LENGTH = 28', SLOPE = 0.4% (NTS)
Cc)
0
0 CULVERT INLET AND OUTLET DETAILS CULVERT INLET AND OUTLET DETAILS
\ —L— 574+71 —L— 642 +72
ii
a)
0
0
U
+°
0
0
I
Q
CO
CD
0
i
0
En
3
0
L
0
1
0
E
a)
E
E
0
L
E
0
EE
ED RKK
1 P:[phone]
O
8601 Six Forks Road,Forum 1,Suite 700
Raleigh,North Carolina 27615-3960
\ice NC License No. F-0112
ul Engineers I Construction Managers I Planners I Scientists
I j m\ - www.rkk.co
\\I 1 Responsive People I Creative Solutions

Submitted 9/2/2020
m \ / PROJECT REFERENCE NO. SHEET NO.
25 0 25 50 \ N `�
ca ill I I ,,
\ I-5986A 8
1 \\ ( \ \ RAW SHEET NO.
DENOTES IMPACTS IN '�" \ N ROADWAY DESIGN ENGINEERS
SCALE FOR INSET * \\/, SURFACE WATER \
50 25 0 50 100 Al wIMPACTS
\ \
INE S RFACE WATER — — \ \
i1f17
SCALE A \ \
\ \
N N IN I „'
,/ ,,' (A
N 2
N N
\ / �P,Q i ;;''
INSET DOCUMENT NOT CONSIDERED FINAL
\ UNLESS ALL SIGNATURES COMPLETED
\ ° sT' ' �'
—Ikli__ 'N
\ \ k--%<' PERMIT DRAWING
/C \ >< ______x x x TING R/W X i. X X X , , x x -
x____ "� SHEET 8 OF 163
RETAIN EXISTING -/ PROP. NOISE WALL NW1B
i
C/A FENCE PROP. NOISE WALL NW1B
SITE 1
D
m
SPECIAL LATERAL
11' BASE DITCH 5 TONS CL B RIPRAP N
SEE DETAIL Olipp.
DC SEE INSET A 4 SY GEOTEXTILE
• BANKS ONLY
. .
��_ _ Sr JS �� P—�� --
JS—�"`r---------.N.,----^i ..z Sf JS_ — �JS II �JS�---- )��WOODSOPPIPP
I------ ----III------T!IF_------
0• __---F O
1,
Wpci ti - Z � W
M � m I I
ylT; 1•1 CO IA
J LO — -- - I
I _I—__ SBL VAR BST — II
60+Q I —
• 55+00 \ 65+00 V Fa--
II moor . N N 24° 58' 32.3" F < (I) W
3'BSTii IM ■ W
Q ci) ` iij RETAIN DI M
th
2 co co II W
CO / e— _L
------------------------------------ \
(1)
SPECIAL CUT BASE DITCH 1— C SPECIAL LATERAL V DITCH
C-------------- SEE DETAIL V
IIII 2GID—WSS SEE DETAIL A
III 60+00 = 65+00
TC � a_ I
r A
O Dom , c waa�
O 5 5+00 "
mrll�'
Z it I—
� p ~ 3'Bsr F. J CD LU
Z + REMOVE DI l'I
BMW 0 m DI 1
95 NBL 38'BST CONC C.) (n
■
Q X. 111 0'BST STANDARD 4' Q
BASE DITCH W
co LU
N SEE DETAIL I M 1
GRASS
7c,
_ �X_-X x X x X Z
CO CO
X�X�X X \A J
� ' illmU ,
Z -x—x
_x_x—x—X—x\0 0 __
03. J RETAIN EXISTING_XF=—x--n- -x
_ i
T
��C -X X p j\D 27 g5�
m X
�X�X—x \A -s NDEROS j
MON EXISTING R/W CITY OF EASTOVER SR ., 5 / �—
,XISTING R/W R/W
cr NON—IMPACTED BILLBOARD
�/ / ��
1
o O —LNB— STATION 55+62 RT �\�\/\
�' MILEMARKER 54.1
co Q • J
Ti • 7-1\ ,'„.
i--i • Nco c // j
.°", / , _.
C \ 2q„ 8- EX\Sj�NG RAW
O / \O
N
z / \
m .
0 •
0
C .
/ s
s_
0
/ /
N
E / /
C •
O /
L Ncp
C •`rS
WI
1
CrD / /
I—
E
iJJ
/ /
/ RKskft
P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o FOR —LNB— PROFILE SEE SHT. 86 Raleigh,North Carolina27615-3960
o=1 / /
N � NC License No. F-0112
FOR -LSB- PROFILE SEE SHT. 86 Engineers I Construction Managers I Planners I Scientists
FOR -YRPB- PROFILE SEE SHT. 145 www.rkk.com
cocc� / FOR DITCH DETAILS SEE SHTS. 2 D-1 THRU 2 D-2 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
' N
25 0 25 50 w" N N m� I-5986A 8
e
\ \ %"
ci ill I I I _�_ ��_ _�._— _ RrW SHEET NO.
j DENOTES IMPACTS IN \ ! ROADWAY DESIGN HYDRAULICS
SCALE FOR INSET � ��/, SURFACE WATER ill WI
, abzt \ --- '' .' �' ENGINEER ENGINEER
i_11_1_1 50 25 0 50 100 wy. ►t`� l� = ,DENOTES TEMPORARY "11101111.1114
� A��IMPACTS IN SURFACE WATER H
SCALE 0
N N q „ „
7r
0'b. I
\ _______
N \ /
„,
, „
,,N, , --:
i
69 /N I ,
/7� 31 '61J
N N \ ; �PQ :,-, DOCUMENT NOT CONSIDERED FINAL
\ I N S ETUNLESS ALL SIGNATURES COMPLETED
11
vN
*. 7,,,,') \--,
------- �" O\ PERMIT DRAWING
G R/W X X xAk , : , w SH E ET 9 OF 163
I�
A — PROP. NOISE WALL NW1B
XISTI e2z, NJ
F NCE PROP. NOISE WALL NW1B a X
C/A O'921 m� i
/� N12p 2� --✓/ e Z
082( s .4.a f
Z,�
11' BASE DITCH .ti0' 122.0
,2e DC •I. - B 'IP'_' oa0
4 m ue.e\/
11111. � � e `2 Izm 116.0 13�.hCb1ArI�����1; . . � EOT: TILE . . �. ,�• -._�:; --� a. .-.e �: � :- 7►•
�_ 114.glak
- �1_.-; S �-j_. 14.0
in /��� ., uz a �'� _ L .Z. J .�► T ue
11a.0 ��—~� �r
�� u4.e y ell Jr a oel
„�oDs a �— ../,w�► F �1ill O
O _ _-- -------- ------ _ _ II ii ►— _--- _`__ ------- O.
-----
e'bll I I O
O 'MINA 0'911- IL_ - - MK _ �_O'611 O 0)
■ LLJ
Wo ~ - - • _ _ ZLO ~
Z + limn - m l — IA
� M — D. = Y.1
W I-95 SBL VAR BST ■ 1
I . NV i__umilmupmiwgmWINN"'"'___-_-_-_ 55+00 _ IIII .•+•• 65+00 V Q Cl)i.
V •ct (� :- N 4° II QcoW
4 to W - IP" MN' I 1 w
Q W
-nb.e bn RETAIN DI m �A
S e'911CO Cn \ 114.0 V
` ___�— it ___
_ - —may
1
I _ __ SPECIAL C ASE DITCH II C SPECIAL LATERAL V DITCH------
1 C-------------- eD DETAIL V II 2GI -WSS®I SEE DETAIL A 1e ���—� _ II
65+00
O
0'911 III 50+00 O
T III
1--- R •
O \Iai— — 55+00eu ' Q° _ — O
O
0 I1"y N Lill O
in
O Z + F—II r. _116.0
"1ir..............-...„...___ _____ 114.0 Jt� W
NIIINIIIIIIIIIIIIII
,-,,,,, .........--.0........3) I I
— M � --r�
38'BST •e ° I.
—I BL �—
O'9ll�' O'all—1 0'911 0.111 < co W
r— 021
ioM X. 'BST e•au— ezl BAS1 ; ezl W
1
O'bZl CO CO
0Z1
GRASS '"`�_e�2/ `�—ezl-
eZi a bz1 Z
_� X�--X �C X X
C 4 cn - WW1 —X 7' 9 X
�� N 02 Ni��1 —X \A/ _ I
t2aa N X—X IN �
m 1
•
0 e az1J �X C —
U a �XCC3 __
co J RETAIN EXISTING_xF=—x x Z x m 02Z
e
z.
�CC X E5 j27g
T
--
Cr) -XX—x—X— A/ 5 P / —— 120
m _
,XISTI---------------X------
W R/W MGN EXISTING R/W _ CITY OF EASTOVER a� 5R I• z z1
cr NON-IMPACTED BILLBOARD
m O -LNB STATION 55+62 RT ��� /�
J MILEMARKER 54.1
� --4011114
,1 O•bZl
c J
f7
• N, / O'c
•', v24m / gST
C 1 / 29"G&G j�N R
X,S
G IW
O eez( ti0 E
O
N `
/
0
m •
Iz
1(f) .
7C zt
C /
0 •
/ m~ 0titi a°Z` ��
/ •
+'' t C.
O p a a,!?
C . / :1!' :
N
E e,
C
ti�
O e
Nm
ti °N
SS
w
I / .,
Iii /
919)878 9560O' l / /
R8NRP6a::(1
1Six Forks Road,Forum 1,Suite 700
FOR —LNB— PROFILE SEE SHT. 86eigh,North Carolina27615-3960
Nro
License No. F 0112
o
o FOR —LSB— PROFILE SEE SHT. 86 -
Engineers I Construction Managers I Planners I Scientists
FOR —YRPB— PROFILE SEE SHT. 145 www.rkk.com
cocL� / FOR DITCH DETAILS SEE SHTS. 2 D-1 THRU 2 D-2 Responsive People I Creative Solutions

Submitted 9/2/2020
0` a Y. / i „1M �05.03� EI PROJECT REFERENCE NO. SHEET NO.
N REVISIONS ,� ,� * .* 1 BEGI CONST' UCTION ,� m /-59asa 9
1 B`,EGnI. OVE , - Y * N R'W SHEET NO.
* * * / -1— L- T Sta. 10. 05.90 \ ROAD ENGINEER
WAY DESIGN HYDRAULICS
INSET A '� '� '� •
,� ,� ,�
I
--k- * * * * -*i* 4.* *
,.\\.
\•.,,
---- ----Nr\-1
WOOQ
Y.
/ \ * I * * * * DOCUMENT NOT CONSIDERED FINAL
` \. _ - I \ i 1 UNLESS ALL SIGNATURES COMPLETED
:too�' \\ of �F I \ one * / o I * �F * �F
,� ,� ,� 1 ,� '� '� ,� '� PERMIT D RAW I N G
. *
\ _..„,...,, _.
,��: � , I .*
WDDD$ ,� ,� SHEET 10 OF 163
J_ �C / 1 i *
•
EXISTING '_ ' V�
RETaN EX / �� q /�Dp •vSy_- ,� ,� * * * * *
EC4 / \ �.. i / 'V`. � -^, * \.. . * * * *
EC4 V . 'M,-• --- E ' / / , * * * of *
---
2 TONS CL B RIPRAP * * * * ,�
���W/�/SY GEOTEXTILE _ �Cta�1,- SEE INSET A V� N q51 ?Z .. .. ..• .. .. .. I / - ��• �� Y WOOD$/$WAMP�
EfaSE 7[� SP.DOET. �r.� VAR B' • -*
/ •
I RAW I I
y� %' r� SITE 2 ' S"B�
NOISE WALL NW1B / S 1 I ,yRog- '" '� '� ..
PROP. 1 Al WA
,hB\\ 'FT ,y EX/STi�,ciq ,� �F
N
��;�� +1.� I a I ,� '� '�,441 ,� AEA,
SITE 3 '�
5�' //\ woaos I �I °r Sq/B��„..-- . ,F EX * Ex STI* H/w Y Y
.. .. .. .. -- / p'B /i �p J gI wOODS °-Bsr R0 •yy \�.� �� * Y' ,(:I
$F� • I IRS`- '" _ 4 Reese Creek-1
S(�- JS _-- - GRASS 1 "� p"? _ C * Y'
O _�JS
•
O F —_— \ SPECIAL CUT DITCH 40TC8 C C' �, o, M DITTCH rRPq, _ _ �P • __ 1�`(� wco
e",
W O SEE DETAIL B 'oil. -_ p n = SEE DETAIL _ _ --_c-__ - _ - J n
ra•�,G ---------- SPECIAL CUT DITCH �� \___ _ �-- �� SCIALTDITCH _� \ it
__ —> > 4 -6fE ljET�IL� _ i m \Z REMOVE D .. ..- ---�� ' I� a1 Q m tiàiIL
TI t ;, .. \wIl - —� 16 NIz �LVNC t— /m ;o' > q1�- L SEE DETAIL ����== - ISM,--F CT).54
DI
I-Q 95 SBC 3`: I 'v-MEW- TONV.DI --- S 29.Oa02 NI ,1
N 1-95 SAL VAR BST - - TO JB v✓MH V
Q W 65+'00 II 70+00 ^ I II �M I 95$BG 3e BST ® `- �M — ---- "� }—I—CI)
' 3'BST I I I I I_ I---- ,/. !1f 75+� I I 80+00 It'
85TW T-v5 ABL VAR BST �z <Ci)W
`U) II N Pe RR'39�T— I rt II �mW
cm I I T resr I zT 90+00
J D I EXl 4,9EXl 1� I 1 4'BBT I I Cl)———————— c I RFTGIN�y p I RETAIN DIMEM. v/
to
F --_---p�- _ _- -� DI RETAIN GRASS
IN DI
,r$,
RETAIN DI -I
RETAIN DI ~ -- � --- ----- C --.----_— 71 FS II DI
II I � Z 1 OPCPIR N ( CONS ----------�-- L ► � I Di [T1NC 1
65+00 Iz n ----�---- ; _a—F-------------- i_
y� a a SPECIAL CUT BASE DITCH ----------------------� ------------------
O 70+00 I� SEE DETAIL V I" I Os. C SPECIAL CUT BASE DITCH C EX I1<«
0 I I I 4B: - I� 75'�I'00 80+� \'P\� SEE DETAILV RETAIN DI a
W O CO -R5 NBL VAR BST O I +esr 45,J 85+00 ♦BST -LNB- 90+00 Q
Z + I— •�1 I II N 24 59'2u"E LO O O
—IW W \ .s I 111=1. \ 1-95 NBL VAR BST ml W 0 r
1O BST n Z Z +
I Q T 4 OTCB GRADE TO DRAIN y1 ���
U <B5, f f �I L 18'RCP RETAIN Ipl J 1
G 05'W �S$ i ` .. .. .. .. 7__:,,
RETAIN xDl ®\�30. - II _ U •I
ti
•
e _ 1
' GRASS - n- RETAIN DI .P\S'C I T1£'' -°yl R�U TL-3 ' NZ(nRED DI -, a� - - El Q I--- - + ,E al
.- C�V,W
o C MA
J --X_X_ e I E% • m N 1 X�X ,• I .. .. \ig RETAIN DI - Z
COWC
� —=Off\ X_X WOODS I ,
GRASS \ �� �X\ _\ ,.,.R I I woops •
- x�W B x Y x x Yr x x x �/�
\ \ _ X\X\ II �'32 yiAP • I ExKi R/. Y'
......„. „..,.„ 1 ..ill Aq I%q•P ECM
� \\ SITE 2 k ,ASP. ,1.44 � SEE INSET B RD DST I ' `� MAR BST * * '� ,�
\\� �� \� �pp \\ I RAMP TO I95�\ \\ ��, I II
* *
OR PR13,
1I I * *
I
\�\�\ I RFTq, I E
\ \N\ 1 ti Ek,s\c I 11 0 isTINA FE
/a,,\ , �� �\\ SV-2N�F ` ''� I L-_ v y RETa•N Ex
J S�4"\ \\ I GRASS m
\ IlPr..--.•
N N\ J �ON�,L �k 1 I
INSET B ,--,� \���'I '* Ii 1 1 fxK` R,•
••* ilk:
� m I I / f / ` II Y 1 1
\ r I I I / '� cONCK..11 `\ I II I I
o, T '� �� •�\ i(iI/I /II/
cr, \
['Ns's\
'� '� �* *OD cr. •
��
co
�\�� _ _ l I MURPHY ROAD ,1;, \
50 25 O 50 lOO DENOTES TEMPORARY ,� ,� ,�.�., .- \\\18335A4DEROSA RD VAR BST II u.
//// FILL IN WETLAND ,� ,� _ 15L id illiillIII
E / DENOTES FILL IN \1 * �n,� 1`' NII I
SCALE FOR INSET F F WETLAND \ S
p /// \ Y' \ EASTpvER \ II .9.)9O
\ I �S'BO-J4
w , �WI
j DENOTES IMPACTS IN * .* `� 1 8I
•
.4. ,
100 50 0 100 200 ,/// SURFACE WATER S;D W ?• ______/40•A6' I�391j o �ii ' " /' DENOTES TEMPORARY �� r m = \ ���/,�//i///%/F^j m .n r_____.sie.9 ,,,3
W. P:[phone]
O, r , IMPACTS IN SURFACE WATER ;, �N '� 8 tOw RaleighxNo hca�oan327s,93ss0700
SCALE P N. Cr' EE4 ,NCIlransPNn F°„
o=- * A www.rkk.com
Tv H Engineers I Construction Managers I Planners I Scientists
N/a. EC4 C
m�L,. W 5 26'2B'S9'W I Responsive People Creative Solutions

Submitted 9/2/2020
0' ` 'C - 7 s �I� 105157 EI PROJECT REFERENCE NO. SHEET NO.
N REVISIONS ,� ,� I ,� / BEGI CONST• UCTION ,� �m /-59asa 9
l B`,EGnI. O(�VE , -+ Y �e,' R'W SHEET NO.
4 4 c OF OF / —1— L T Sta. 10. 05.90 \ ROADNGIN DESIGN HYDRAULICS
INSET A
T\,,,,,,,s\ .*
,!, i r
, \-k -6. ._.) * * * . * * * *
��'� WCC '� ,� �g * * * ;III
oo it f * "* DOCUMENT NOT CONSIDERED FINAL
10
- •�' V / a 1' 1 UNLESS ALL SIGNATURES COMPLETED
I
I
A '� ,� ,� 1.#
,� ,E '� ,� PERMIT DRAWING
\\\\ 411\rit
'� *U m A I v-...: ;._....::*_.Q.:27,. .,. • . /QIi ., I WDGo '� ,� �w ,� SHEET 11 O F 16 3
1 \\,N.\11,ihoik.....\„L\_,_s..,.._\_k.. rz....\ .* \A }* -* *
.:*
( * SV-1 * * *
* 1 111A4,11Viii
E, ,7_.::... II :Rio% Exkiirr*:. :41-Liiii.**14
*:CI* '*.*:" 4: : 1 :;* : :'*
i .
..* ,.. .4
*-*
2 ONS CL B RIPRAP _ ��I��.\ 1!O?L / 1 _ * .** * * DF OF
14
/7 SY GEOTEXTILE viir it BST. IS11 T ♦ Y OF OF
x15x W 5'.s T. tip. /tit .. ' \�1.............:11,6.1T7i........:2,',17:::NE:1
A t•+.UIuiiii ��! .li VO I WOOD$/SWAMP I.
t ' SITE 2 II N�'3' ALLNWIByy/i/ Rp6' IAI ..PROP. ::: j/// .� IR#�Ta"Exi� WA ir H .. * STD"0iq �F'� • ` / SITE 3 '�P° '�•qw IOR/g32 VU i \ ...._ * EX -/ EXIS 7Ip, H/w Y' y'
Fj __ _ Trs // WOODS i Re YOF -1a� i /� �"p } woODS � \�� \•yw *—GRA55 () I -r' \h
_____ _ =-- EL CUT DI40TC: +•+ k6C,,LIL--
— SEE DETAIL B i. .ETAIL �' _
__����� _rw.•. ___—___ L__—___ __ SPECIAL CUT DITCH H w 5 � ,•5_W �� f OO
Z — Z —' —_ ___SEED a IN / � �_ LLI�• C T DITCH _
m I I APPR x. REMOVE DI --- ,�..- .� + '/4•t.w
co W - :11 .m LOCATION DI � i \+ �g MED ������___ IS
T —� c I IRE�.•ME ro .. .^' '=' < s /—'� -•an -_• ,m1 jell,� --_M'40--- �� SEE DETAIL G _ ����� ..,,:\1— J
(i]U _I 95$BL VAR BST a _ i 4 i T 1,1
~ W 65f00 M 9s seL J:=: I ® --- _— — -- �IIp 29'00 02 W. (� fA
95 sal_vAR Bsr z L
Q LU - 70fW �`-�-.�� n I I 1 5 SBC JB BST U�, - - q
W _ ^ 85+00
m 3 BST 5 I I 75f00 i 1 80 f00 �; _ Q W
V/ 'w^..!-./ - co I I I I ( - I v ..- 1-
I I I z
J -II
n I I Ex) ' I I I ✓ —
F _ C x_ -—---—-- .� - •w••.>< sigimair4 _BEIAIEL zititP DI DI "'+ z :1 DI RETAIN DI GRASS r - ti RETAIN DI J V,
II RETAIN DI --- _ — -- r ��= .. rf ` FS w 'W �9EX13� 1
_ N ® _t- ` Z I �LOCA ION _—_ `: _— — S ='1_�. .r 1=7 ^ G =�]I ___— __ *'L �_v -_ T
65 00 �� m IH _______---_—___— P 85'f00 1 - I • f00 Q
1-95 NBL 3R'� I L
Z�W I- :5T \ p �Q0
1-95 NaVAR BST AIL"—�
�' IIIIi�'�'�r _Z F—
o.s r
_ W w • B �(, T �L•'"Lim )nu �+ �� l7 ro•� \ .
U Q G' . GRADE O �N =.71 L e'RCP RETAIN -�_ ^� I J C�T�._ \ -- -' ® !'�. ! VA _.. 2QW . $$ J�/. :------..**7
RETAIN DI ®\\3°• _ _M1 W 'TW �"' w RETAI ! .p Cq __- :' ba GREU IL-3___ r A//
//' .
,,rvrv�� .Tj3!V.J X— �Xti3 .n ••r \ T Il-- - GRA55 V J
.•
..., DI RET
1 AIN DI illmIN-4*-144
Awl/v - .‘ .rxc 1P woods J
����=�\�� R ! ., d' _ EXIS ��� '�/
GRASS `\ \ \ I OODSN / WB 3( ,C* :131- )< YE >( )(�, )( - /_..114arliii
Ur
RAn
\� SITE 2 :/s:ritill;
090 R° - 0.0 • 1/P.. ,�
/'L,-o- ti. ` TG 1 r.�J
\� ��` ° �/ X� �, __,..„ .�.�.w - "Ilk -� I / ^ DR RAP `(P - (V/ �F
giadapplip
- if
\ \ �.. I aN Fr/ST `,�'..., ,... I / thirir
h,...
•
-'c A FE E.
_ .......„
/1 \i.3
-,\___„_\.1 \ Iii......„.„
., cF I R a r/L •
\ o\ N, II H ihriiii - ��4�� c i 9� FA III '' I `��� �, WCB �k 4 -* 4, : II �' .�1 1 t:
�� INSET B ,� � � Q, Leil
Ir"....
ookr.
C �\m LLQB \--.-
e :I Y
F I- I f+y/ N • 1 ii/
,tlit C • —1)0 . ..*
t, I / * 'L� - •C ./ ��`` r •w� f 1 -, II I WOODS
- aT:
T. LT '� ,� •`�, ' I END OVE Y `s �� !►fir, �N , I —Y— POC S .l9+83.13
to
WCA ,� , �y 1 II
' 4..H* ) * * ..* e. •• ,.
iJ
*' \ !� I.� -1E: of ♦\\ ` `l. 'w V
_ 1 , li RI- f�Y ROAD
.* II F
5025050 100 DENOTES TEMPORARY mDVAR BST , NN
. illiill r.
///� FILL IN WETLAND ,�* ,� \ \ I 1 4
SCALE FOR INSET F DENOTES FILL IN 4. ,� NI
E WETLAND
9B 9°
o LI ICI �o:�.
/ DENOTES IMPACTS IN * 1111010 I III ^� i
m $ �S33b7•1E140
100 500 100 200 SURFACEATER •TDB w5 189.0?'
cc
Lu
j •
" /�////! '/ DENOTES TEMPORARY m =w
IMPACTS IN SURFACE WATER 'At,. N g P:I919)878-9560
w 8601 Six Folks Road,Fomm 1,Suite 700
/ „t.r Raleigh,North Carolina 276153960
SCALE PN. EE" ,N IiransaNnFg112
oN�m 4. �, Engineers Construction Managers Planners Scientists
T- A
N=a
E m www.rkk.com
��L, 9' = S 2676'S9•W I Responsive People
Res Peo Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
o— 1 1
tr I-5986A
ISM I I I I I i I
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I
I I I I i I I
I SIT 2 1
_ _
1 AP
Al
I
+ 1 411 ip
. - 0 -
PERMIT DRAWING
1 1 1
SHEE112 OF163
• . • .
1 1 GLI
, 1
, 1 ,
130 130
C -LSB- FR. 71 + 86 r SKEW= 90 _
--:
120 ;% 120
EXISTING .� �� � 6, ,;' •
,,___----- GROUND b 1 ..♦
�- �� -----� sue'''
ti
•
•
•
�. �� 66„ WSP
110 t RETAIN EXIST. 7' X 5' RCBC _ 110
k Z6fr-WV-
1_4
N 66" RCP III ----
if
------- PIPE SLOPE = 1 .10% NW = 104.57'
IPE SLOPE = 1 .50% PROPOSED
100 /PROPOSED ELEVATION = 106.50' 100
PIPE SLOPE = 1 .00% PROPOSED ELEVATION = 104 .55'
I
PROPOSED
ELEVATION = 101 .5'
ELEVATION = 99.6'
w
/H^
V 1
1
LJ_J 90 90
f)
1
E
L
Q
1
- - - - - -
1
Q
CO
CO
L )
1
cp
o1
c
, , , , ,
TRENCHLESS INSTALLATIoN 66 " WELDED STEEL AND 66 " MCP—lll
L
C not buried)
I
i i i 1 1 i (length = 569')
c
w
,_
cc
up
o_ RI•CilK
(r) P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
o c , NC License No. F-0112
L
�� u1 Engineers I Construction Managers I Planners I Scientists
�_a) 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
oo_
cpcLL_ Responsive People 1 Creative Solutions

Submitted 9/2/2020
I
PROJECT REFERENCE NO. SHEET NO.
tr /-5986A
ISM I I I I I i I
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I I i I I
1 SITE 3
1
-LSB- STA . 91 + I I I I I I
170
. . .
PERMIT DRAWN 4F
1 1 1 I
SHEET13OF16
• . • .
1 1 GLI -1,v,-"1
, 1 1 , 1
, 1 ,
120 120
c -LSp- STA. 91 + 7 0 _
SKEW-45
110 0 .11
110
_t__,,:9..\. 4
e, I
2 ? 9' X 5' RC BC '
NWS - 101 .48'
v . EXISTING
GROUND 100
yr _, 1 .......
S = 0.26% -
/ \_
EXISTING
EXISTING ELEVATION = 100.45'
ELEVATION - 99.59'
90 90
C
H
7)
w
I—
/H^
V)
1
80 80
1
E
L
Q
1
- - - - - -
1
Q
CO
CO
L )
1
cp
o1
C
3
L
-,,,i
RETAIN EXISTING 2 C 9 'xS' RGBC
(length = 330')
0
s_
1 1 1
1 1 1
w
,_
cc
up
RI•CilK
,_
(r) P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
O 3 Raleigh,North Carolina 27615-3960
ci c , NC License No. F-0112
O
L
c\r° ul Engineers I Construction Managers I Planners I Scientists
- 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
oo_
cpcLL_ Responsive People 1 Creative Solutions

Submitted 9/2/2020
0 10 20 PROJ. REFERENCE NO. SHEET NO.
ITE 2 I -5986A , S1 X -25
/40 300 280 260 2,110 2 0 200 1 0 160 1 0 120 1 0 80 60 4p 20 0 20 40 60 80 1 0 120 140 1 0 180 200 220 240 260 280 300 /4n
-YRPB- -LNB-
23 + 05.77 74 +17.92 ___
/20 _ _ _ _-- _
/20
------------------------------------------ _________ 4_� 6�1 --0_025-_ 0.020- 6.� .� ,,,_--------------------------------------------- -'
--------- ---�- ----- ---- 3 --_____
109.43 //3 02 110.44
/00 74 +50.00 — — — /00
PERMIT DRAWING
SHEET±140F 163
T
/40 IN— — 1SLGLIS$ /40
-YRPB- -L B- _
22 + 53.98 73 +67.92 __---'-
/20 - — - __ __ ------ /20
-------- -------------------------------------- 4� _ 6:1 - ---- __0_025- 0_020 -----_______ _
6� ---------- _________---_---_------------------------------ ---- --
109.26 11_3.14 110.53
/00 74 +OO.00 /00
/40 /40
-YRPB- -LNB- _
22 + 32.18 73 +17.92 ---------- ---
/20 - - - ___�-------- " /2n
______-- ------ ------ 60l 0.025 0.020 55./ ___--___--
--------'- ------------------------------------------------- 4�1----- --- --- ______r_________ ------------ - - 31-------------- ___ ___----_-_---__-----------------
109.08 113./7 110.62
ion - 73 +50.00 /00
0-1
/40 /40
N
LL -YRPB -LNB-
72 + 67.92
21 + 50. 9 _____________________
_
120
c° 120
J _----- — i -------------------------------------- 4'� 6°1 --- _ 0.02 --- 0.020 - 48:/ _ -------- ------------ -------------
_ 108.90
1 /00 73 f00o00 /00
L
a
1
1
CO
03
Lc
7
1
Li
0
0-1 - 140 - /40
'i _ WETLAND
o -YRPB- -LNB-
z 20 + 98.59 72 +17.92
_ _---- -- ------ — 6:1 0.025 0.020 550/ _____---
---- 113,32
> _--- 108.72
w /00 72 +50.00 Inn
cc
RKKK f(
w 1
P: [phone]
EL8601 Six Forks Road, Forum 1,Suite 700
Raleigh, North Carolina 27615-3960
up
NC License No. F-0112
o
o
o Engineers Construction Managers Planners Scientists
c\i L LEE?
o I I www.rkk.com
300 2 0 260 2 0 220 200 180 160 1d0 120 1�0 80 60 0 20 0 20 40 60 :0 1C0 10 140 1f�0 180 2 0 220 Responsive People Creative
oo cC L_ I p p i

Submitted 9/2/2020
\° 0 10 20 PROJ. REFERENCE NO. SHEET NO.
I -5986A , S1 X -32
3 0 2130 260 240 2 0 200 110 160 10 140 100 80 60 40 20 0 20 40 60 80 100 1 0 140 110 180 200 220 240 260 280 300
i - I
SIT 3 PERMIT DRAWING
No SHEET15F163 /40
WETLAND ► WETLAND
- RPA- -LN B-
/20 10 38.02 91 + 67.92
/20
4 5:I _- -_0160,.020 0_006_ 0.006 _ 6./ ___ ________ ______
l00 -- ------------ 107.29 inn
92+00.00
LI j- 1
�n 8n
14n — Il4n
WETLAND N. WETLAND
-YR A- -LN B-
/20 10 + 8.14 91 + 17.92 /20
_ 40l -_-- _0_030 -------0--- -_ _0_012 ------ -- 6./ -------- ______---
inn - ------- - 9/ +50000 - _ Ix
14n
- — l4n
WETLAND
N. WETLAND
-YRPA- -LN B-
/20 11 + 38.27I 90 + 67.92 /Pn
30l 0.030 0.018 0.018 6'/
inn ------------------------------------------ - -____--------- -------- -- ---109.40 —_ ________ ______ —___-__ -----______________________________________.
nn
9/ +00000 /
E-, 140-o
- — — -HW
l40
1VETLAND
0... WETLAND
-YRPA- -LNB-
/20 11 + 88.39 90 + 17.92 120
3:1 .030 0.024 0.020 6.
109.65 I
--
on
CLL
90 +50000
so
80
Lc
71
Li
c
40 — /40
L
WETLAND ► WETLAND
-YRPA- -LN B-
/20
c 12 + 38.52 _ 89 + 67.92 /20
E
0 0.030 0.025 0.020 5/
w _
/ 90 +Q 0.00 inn
c,
w M( ft
P: [phone]
i 8601 Six Forks Road, Forum 1,Suite 700
Raleigh, North Carolina 27615-3960
o NC License No. F-0112
o L 1 LEE?
Engineers I Construction Managers I Planners I Scientists
o D.
I www.rkk.com
_ 300 2 0 260 240 20 200 180 160 12.0 140 1C0 80 60 0 20 20 40 60 80 100 1�0 140 1ELO 110 210 2 0 ResponsivePeoplekk.com I Creative Solutions

Submitted 9/2/2020
C' REVISIONS + PROJECT REFERENCE NO. SHEET NO.
�� \ I /-5986A /0
CO
d� se• RAN SHEET NO.
O $B"j�'�' 50 25 0 50 100 • * * * ROADWAY DESIGN HYDRAULICS
4 0�� \� \ \
DENOTES MECHANIZED
�%��� �`'a/�� +ems• \ `�. i ' i " —.f . . . ENGINEER ENGINEER
CLEARING
V'r�GjZ ' � +#4 414 SCALE FOR INSET GLI \\\ DE WETLANDTES L IN
A` •STAIN JB \+ •�' '��' DENOTES TEMPORARY
m1V-IWO \ C \ S' '�/ —� 100 50 0 100 200 \\\\\ FILL IN WETLAND /
'IONS CL B RIPRAP + )
�I, DOCUMENT NOT CONSIDERED FINAL
6 SY GEOTEXTILE 0 �} \ C`AQ / / / /•\ UNLESS ALL SIGNATURES COMPLETED
� k 7- ` \ \ / 1 1 1 /// SSURFOACE WA ERTES TS IN ���P o,= w°ooS�A- SCALE
�P PERMIT DRAWING
- - fellik
, \\ RFC �Q', �6 \k. � \ INSET C SHEET 16 OF 163
J` \ P P
INSET B P�oo° \ [\\ \ k\k ' 2 do
k 46 \
TONS CL RIPRAP 5� \\ \\ \ 41'c' .4\\s 4 0' AET4/4,e4 \ h "�.
WOOy�O SY GEOTEXTILE 0� \ \ \ `� S 4
\ \ p'PF \ \ \\\ \� spy 2 \
' I \ I a \ ` /‘ . ''\\ k lac \ 9 ▪, )• S 6a.
•
—— .� \ Jam•^-Y y-' \ `W `W • w� •�y A �' '$ 9
ti
•
*i \\ .\\ ` \ \\•\ `_ a e ,,,�. k�s \ Il., �d / ,, la 34,30•W
` -..\ W 6
* \ \ \,,,,P \ • yS ZZeynF/�a l naee \s
INSET A �.,w \ \ \ • ,t 33•
t * \ '\ \ \�\ \\ • O 0 ''',.. �v /7/ / N 47 04'39 W °'so ss'
v sam / 3424. 2A 04•53
// T---
>� >F >� \\ \\ \ \\. © ;,P_ ys e�P �° S 60�• w 99.8
s•
II,
:L its \\ \ ' \'P \ © At* --.•`,.:._. �?, '�•t _•�' I �'� IS
`' g
* & * �\ \ \ �� °z, SITE 4 9g44N k . .e
a HW W00 9 x •W ---,—;:...:\
* * * * * * * * --* • \\••
s 1,1
\ \ \ SA °5a
Y * * 1 Y .Y' ., \ \\ \ \ \ / ,•ys 54"RCP-III W•�� - STANDARD M+BASE , • . r � '�9 '�'' ,�P 4 ,o' 0�0 i ^oo
- y \ SEE DETAIL Al a; - g -N ti rt
yC Y' \ \ \ /� �\ DITCH W/CL B RIPRAP '� - '.- ��k X .+ ^ e
852.
* * * * * * * * .** ** * * \\ e \ \ .. •\ \ 1 .. a•S'as, • ..-.... 01111pr, ,..74.t-'!iliatiliqpio. , 0 -141.40:'7:c. :: n -49j4k-—__----_t-k 4:0 I: „ it9 2,,A.-/ „„ -:
* * tk • , \ \ . • 4 / \
/_____„.____...._........ s ses_ z.. '41'41111111PjaaliWIL.....__ _.. __.,,,,,, _ 14:, , „.'t.„!, .,..„....•A.....t. ;,." ,t, _:b.,.. .:s." :Iii*,...,:, As___::,,37:.....::::,,,t,„: .//., 0,.', a
to 6
* * * * * * WA \` \\ \ 4i '� �,_� :' \\\� ---- e .. , ---.ca--. .y 3e ,, `�==�,�������� •• DTI\. J11109441 / 7d /.: g
* * \ \ / • eu—— wYtoOs J 4 € �y
°;o=1s� �SEE I�JSET B .�,_r ---a,._--------- - /������� 1 !} = y A1"2
'� >� 1 - SEE INSET C ------ '�/����_�_� �,
* * EX►STING - FE ,a SITE 4 5TONS CLB RIPRAP , ` / Conv.DI To _ ---- C '''_�Ord
\ r"
Reese Creek-1 1 —� N * ,y_r 6 SY GEOTEXTILE \ > / &\`-� __ ---------------------�/ a _�``` 1 RED,, AO' JB NMH • _ c _------
* * ** �010.a.75 cis * *A r• 5 ��evixp .e �..,, • � --- -- — -- 7/T� COLLAR ---````" "m W
]� .� h- vlo=1.19 w �j ' IF \\ \\ _ _ ------ - -c.REL4-rE-a-- -----```-. W
a SITE 3 S E INSET A ___ Ilk----' - qP \ 65
•r \ RETAIN -��ef_— OI:w AINIIIMMEIMM.1. v. J
Y TONS CL g RIPRAP _ 9W-- \ C Q1 —R — _
4. i w00bA0 SY GEOTEXTILE -- _-_ J `-- 4r� — _ IOSfW -- ' Il fQ� ___ .... --- -- ---- --- - - -- W W
'� - — - -- -- //5 - Z W
4g (C3 e3 )
a * * * __...-ft-------1.iii —--————
100+00
h �' ,�. -r •� — REMOVE DI DI �` --
OL i O III GREU `=� \C4. ?\\ REMOVE DI OIL_ ;► __ C F—-- - 5�. " -' ` FS 1 O DI
— y 1 — ——— —— \ 2GI8-WS$ MEDIAN V DITCH �M MEDIAN V DITCH ATTENUATOR CQ
_ m O11111111.111.1111
0011111111 --- _ —��•e•ptl`a •1w \\ 2GI8-W55 \\ OCTW SEE DETAIL G �// 2GIA-W55 /M•W SEE DETAIL G REMOVE AONC
S O - C
O �,a/� -- -- cNt \\ \\ J — 04— aV ---LNB- ll5f00 5"RCP-III
O I set.
VAR BST 9S TaN fW U O/ c' N •36�0: . ----m O C --- ---- —2GI8-WSF _ 0
W O n\ ------ 100 — _ 95 Ni COI W I O
3.
00001111111110
?�W ' \ / -(,NB- �\ \ 4% m — — — O
JAW / — --
'Z ' SPECIAL CUT BASE D,CH C \ \\ D •� i� r
��^` -- SEE DETAIL V \ \ ., ,, = ��� REMOVE EXISTING
Q — 2GID-WSS \��� \\ CONCRETE DITCH /; •� _ T
U`f1,-� — •—___�——REMOVE DI 95.149...(L............................... \�`cx"�1e • �I ,\.,::::„,
\ ® .. 0NC`� // F --- --- -- 3 TONS CL B RIPRAP �,/II 1�I .
r rVI . , -\ �_-- — " \\ •i \\\• - �Rw--- DI // . © O W/10 SY GEOTEXTILE W W
IY _ -- \\ - 22 TONS CL B RIPRAP �/� .�
T F-; > STANDARD 4' ��\ ` sPESEE DETAIL
DITCH
MM N —•C\ \\ 35'BST .. 2GI8-NSF G"- ,O�e Wq SY GEOTEXTILE ..:1 4, �V � SE DITCH . . ]L' 4'—-`�_----_ \ SEE DETAIL 8 Z TW
W C \ \ .. .. �a; 40TCB SEE DETAIL W .. .. '�� ��d- --_ •�I i
\ \ i' B /� ARp •`y .= ASE DI � --na- STANDARD 4' ��
0) \ \ /� >> S6 $� w0005 $EE DETAIL W \~` _ ---\ BASE DITCH �� 1 '/�
JO `\ ,_� �/ G // ` _ * * 010=0 60 fast \ SEE DETAIL W� —_- W V'
O WOODS_ -eu-- -----------au--- ___0( A-
* 4 II ,//2 // `�.a� /B ---• V90�1.�52 Ws \\ �/ SEE DETAIL O --
SPECIAL LA L'
4'BASE DITCH W
O r • G _ ___---� 3 c�x� r\ \ oS-.. 2GI8-NSF Z // // \ / >F A \ \ C J
z`W __ -___- -- . - - X� '� '� / /i -- - SEE�NSET�E _ - \ O =
.CAT-1 Y' >� 7 / ro\ SPECIAL CUT DITCH X k \ ,.ys CqT / ^xo// .y .e `�� \ 'm ram` 0
Ja'W - ` ___ --4 * * ; \k\ >< "& // �/a II, �\\ SITE 6 \ N.
/'
X A 2 _�OBDS £� SEE DETAIL B U
T Imo:: -- - \` �T\ BST P/// • - lk -- / 11OC //�1 W/F �(JA LL i� �A
ilt
•
N _ `\ .. I NG `is \ k \ yam, _ // �,�� --B,a@€MOVE45' T \ f - —_vii� i- �C
r N ;,�_� r�_- �+a k\ ��f a X '� �\� \ \ F��, .. EXISTNG-14�Rg__ .'1 �'c,. —' — .. r. r i/
_ 000s >� \ \ k \ o Q o Ili i
Q a W a.�� \ \•-. YY x�F \k a \ o III? • — /— /// / /;5 sT r
to f`�Zi Jr -,t r�,� * * * * * * '� >� a- k\ •• jS{ ��00 -II? �III� T - �'�/� // ?1..1
>{: Y & * * ]� REMOVE APPROX. LF '�� N
i ............ >� Reese Creek-2 �� EXISTING 30 CM / 61I� // II 1 / % \
* * * * * >� * \ 1 volo i.d3 t� as , �� m��� \J/y i� to �— ii \
SITE 3 >� >� \ SITE 5 `1470�' k�k k _ A _=� �N
as - --- -
R ��� /��/ 1 'ECIAL LATERAL'V'DITCH
,1, ,� ]� y-' 48•. ` E.I'7 k - F / SEE DETAIL A --
Y' Y, .� >� `� WB•�v' L I PRII `\ sr/NG I A - —_ \ / ..
., GEOT TILE \ C/q FE Ek`k .. �� --_ is..•a — // —x�X�� air' "3
>� \ \ \ a. `k /C` x\x_ \ \� / x__ C/A _% a46 3rw
\ x� x� \ rAIN XISTXN�...A x�T>t1915 DTSEE /
>ti \ SEE INSET D \ ii- x�x� .. -- ,. .. / woods '6
�`7 * * * * \ * 1. / e x�x—x x x x x x—x�x� - .• ./......"
I' -
• EXISTING 30" CMP /j/ ,� >� \ I f /,� ctlo=ss-B�h----la.__ --- // 3
v1o . oaws —/
�\ • ��� >� \ SITE 6 � 1 --\Bz\ — —
\� '/ � �y�\ 1. IPRAP
Q1O—� C - . . Y >� \\i W f� EXTILE * - —��
V10=1.4 f}/s ��r ' ii. X\ T T ,� ' ,� * ��`�����7771VV — * Wo065 ��p
'�r�� ff '� SEE INSET Fimir a,
.qy \ kg) „.� �i/yy � Q 1 0=: >� >� '� >� '� 2 s T o
s 48 ��J' CL I WRAP * * * * * & 1 /
W/8• ''c GEOTCTILE �� '� \ "a. ,� * ,� * '�
Ion II ]� * .� ?5399 3•
t'''''
N INSET D INSET E
03
& & '� 5 /
rn \I. \ TRAFFIC DIAGRAM
* * * ADT 2018
o INSET F * �\ '� 3 00o ADT 2040 R4141
t9 o
9�00 FOR -LSB PROFILE SEE SHTS.88 THRU 90 P:1919)878-9560
N.
FOR -LNB- PROFILE SEE SHTS.88 THRU 90
S 13,000 eso1 Six Forks Road,Fon.t,sua.7oo
08' ss6g2 eps FOR —YRPA— PROFILE SEE SHT.144 Nrii9P6NPN�CFo��wstsasso
\� 43i>?SwY 44600 5a�soo FOR -Y1NB- PROFILE SEE SHTS.146 THRU 147 Enlneers conswcaonManaers Planners scientists
00° $ k400 1-95 69,40o FOR -Y1SB- PROFILE SEE SHT.148 w Engineers
�m e I
ALw FOR DITCH DETAILS SEE SHTS.2D-1 THRU 2D-2 Responsive People 1 Creatveso6Oone
co
1
E
ce
o,
o_
2
N
-0

Submitted 9/2/2020
0- REVISIONS + PROJECT REFERENCE NO. SHEET NO.
N �� \ I /-5986A /0
cr° ���01+� s \ 50 25 0 50 100 * * * * DENOTES MECHANIZED RAN SHEET NO.
sm,,19+
QO - +�e�• \ * * ,R ROADWAY DESIGN HYDRAULICS
C�+Xt[,4e\.J{ I
4 ' " * * * * CLEARING ENGINEER ENGINEER
a
h%�� \��� / DENOTES FILL IN
�w�� T T SCALE FOR INSET ���
5� rvs� �� �,rQ•� WETLAND
...,,\
+ G LI sS��C/,� •ETAIN JB ___ DENOTES TEMPORARY /
Oziic
RIPRAP \+ — - 1QQ 5Q Q 1QQ 2QQ / FILL IN WETLAND
N °TEXTILE ` ] }\ \ G —� ��i DOCUMENT NOT CONSIDERED FINAL
S, / .\� \ AIllik •, \it A \ \ %��� 1 , 1 / DENOTES IMPACTS IN ���p-ryO,, UNLESS ALL SIGNATURES COMPLETED
�� 6� "°�+ INSET C SCALE / SURFACE WATER �Po PERMIT DRAWING
y � \ +•� �0---•, ,L.. 44. \ SHEET 17 OF 163
N
INSET B 4, o• � , •
,I„,, ire
\ M *00p \4- AFT
TONS CL RIPRAP 5 ✓ `\ ..� \P, s 4v � %. C3 av, \� "6q.
W00 /10 SY GEO EXTILE \\ �. , ` \\�' & 4 * \ �' {1 TjN �T0'e
t.
......._ -- 1 * \‘ 11'‘ \ % , .* \ ,.., ccb s -, iiiip, -No..., -„„iiri __, 8 ,,,,, ,,, ,., N., ,,,,
/ '''' ) s 4'Ete.,f‘,'.•
T . i
\ \1 \ 1� `W.�._- s m �a6 38.S34'30'w
w
\ \ ` wilk ‘ 2iezi.�ae l n4 Ee \33.
INSET A \t '� is.
_� -96�ss
t \ w \ \ 1 ,a \ y •',� �' " N 47.04.39•w E o.
& * \ ``, \ v \ 1 • 2L t �' ,4111k sam m S 3424' W 24.04 53'
411
l t� ! 6 + mr g
SITE 4 : T--...'-- s' 0,,� 0,SJ//
1 Y 1 t �`= k -.
* ..T...
* * * . �,� �\ v _ x, cP_�!Ir ST ARD �� ;A. . 4....,
�� ?a m amp 0
� •1, \\ 9 �i\\.•, N _ \`+� \ i `2 —'\-,. DIT EEWDETAII . ^ ., ry _ _ �9 x W by
k
----Itema: 7,77--di,' • 1% / a
* * * * . t ' \
• it,.
••w �!�
* * l * * 01Zi�b.7 eh / � �•10 _ _boos _ `l� Y L \ \` �```., k �' .- -_ .e
w Y 1 Y v,o-T52 Wa \ \\\,v ,'' �y ` ��. sr ---�`-- -___"� \ �. /// ''_ �-���_��`i.�ri � ti O
•
•
G°TEXTILE —_----- ��
Reese Creek-1 RETAIN EXISrIN� FEN \A SITE 4 s `RIPR4P ��1 �4.n:�l. � _ a✓ w. G -\------- . ��''�—= i_ =��_`� —�-_ I-
�-s��—sue '� �� .; �+' �:.•���� --- — ---- �����```__ _ -'g74.41111 00 W
ra•
•
jik
SITE 3 _ -
---<\-__
Y TONS CLg.RIPRAP - — - --- 1 v+
4. i - w00bA0 SY GEOTE%TILE _-,-x_ �f` .. .. /�5f00 _---- // fQQ _ ---- --- T-}_ __ ___ W W
95
it * * * * =.,RIPRAP "w i+ - .,r4� ■• •• _ �� _ - //5 01p ■Z W
it - ) . * *
T� wiammil
41 11
wr
- 4 t -`ice
t �` �� r\\ REMOVE DI DI �► Fs-► - - - - O - - - D f"
��,�y_ - �� — •D _ • \ `� 2 2GIA-WSS MEDIAN
DETA DITCH _ -] S - OR Q
- �� /'�C ATTEN C
O �. .� ��_ _ -- ---- ,. .»�\ \L05f00 -- --- llOf00 _ - RFM°VF nI/ ONC 5 O G
1 • // f 15"RCP-III
wis
W O r _ _ M2111 95 xe_ O
n
z W ialib � —, G -LNB' ----'6111111.11111111111— H
O+
U I — —-. _ c SPECIAL CUT BASE D'CH ��` �r—_ � 1 �� _ REMOVE — r
• J 7� _
N % S +�' 2GID-WSS SEE DETAIL V v = •1V41.7. H r +�` I F
. — ,'��.�� - wNCRETE DITC 4
,^W
� ���� 9 •r— . '+�����.. >. - _ - - 3 TONS CL B RIPRAP 1 I .
Q V, \ - IIIII d �t� �" -�.. .I , © © .. - W/10 SY GEOTEXTIL W
W —_`C \ 35•BST _ i .-` — - r- •
- '� ./7 - OTE •F�:�. ' STANDARD
H . .. .. .. ., .. 4.n. M7.1%, _—_ 'r.. -````IV \ I Z W
2 oho 4•c— ^,�- `t � S .� 'ti_41. ii��•. - S IALDETA DIB CH
___E______,
\ \ �, R �!'Cr� 40 - SEE DETAIL W - ___
0) \ \ .. .. ✓\ "'"- ` O?SBG r 5 \� Q ne- -* -\ SBASEDD TD 4 `�/ 1• —�`_�`�� 1
/ 4
a
J O \\ w y a `\ 010=0 60 fs \ $E DETAIL WI —--
'� r _ �\` �� PEC AL LAY —_ W /
( a > > �� � L^ SSEEADETAIL OL W
G •• \ v��1.kz w \ �� 9+ Z
O / _ ---- WOODS _ -- -- -- `� \ _/ `'�-
-ev y•.• ;,a:. `'-- - / \�— ten:,,,, / / \ \� .. W
1104. iiiii, — �X \\ �s sclB .� / \ _ 7 WD \\ \ ��� O (n
~ 1,°°.ffigip°#a disau X�x� ��\ .. cqT , SITE 6 \ ?• •°� '111+� CUT DITCH O. =
W �X \ _H M. .� ic' SEE DETAI - U
J � _b x � , LUG. o
=QN \ � r+ ,N:- < FEN E �' `� �v* '' '4111 ��-- \ \ / j, 'y LO Q
_/� ' •91
5:::
U !i , i k01 r Ate_
_ x�`�1NC7 W \ �` --aLagMOVE 45' „. \ \ f� _ �`
r—N W _ _�- �_...- \ � + 5,__ _ A� E �L' * *\* * d \ F`. EwsnNG�4 —————o •�+� ". /
a a
f►Wto Y 1 - �� $\ \ .\ ` mF i�
Aimmitii
J �� ��-� \ r' Lr� \\ .vim-*t: �' ��� ��L� a a " '"`__ �, _ _ `jam-' F 41 i�N
Reese Creek-2 �� * * : ., �`�� '4.1,�A _ ;ti`_ . __ _ �� =� ��` W W
%
,� '� �* * * *\� I SITE 5 VD � �'� ``'�R r :. ,;=� JN
SITE 3 �" �.4
]� �� - ••!.,• ." - ' `��_ .' + _ _�i_ . 'ECIAL'„ •• ,'DIT
� 47. —� I - _1 SE••'•E ILA e
.`� .� 1 * .*-' WB `\. 48'•'r•.• L WRAP \ .li, _-•i' -•' Q. ra. 'L �! ��._.,.. �- _�.� '. —x ,./,.
-L' \ WB•�: GEOT{4QTILE ��r "�-�i� —' F
* * * * * 'Y * Y * * * . . * \ p �� - �w—' �.*„�� air __ �+� . r /X SEE DETA DITCH / z�»
.* * * * .$ • SEE INSET D * m i �..'�.� z— r._—r':�� - —'�X -..-.. . ._,�,,, 1 - 000s _ ----
. . .* . .
t..,
` _. ' 1111
\-yam '•,� SITE 6 r � --\ ` _ ..
Q10=1 C - \ i I .7� W� ''XTILE c'� N i
I
y`� d
4 el
V10=1.4 ft/s „e \ T T ,� ' — * wo + �� �` s
\ * '� * * it & I I )\ ///
SEE 4SE �F /"� I
I •
2.B
co
-T -� 48 CL I WRAP —HI ,� ,� '� �`y
s W/$ GEOT TILE II * N * * * v
co - azl I—lL� 1 I IPRAP * ?s,9e%7• * — ,� '�
/ N II Z W EXTILE * '� * '�
t= ate / -
INSET D INSET E �,,
m / \ TRAFFIC DIAGRAM
rn * ADT 2018
o L INSET F '� 3 00o ADT 2040 WW1
FOR -LNB PROFILE SEE SHTS.88 THRU 90
of '� '� .Y' A 9900 FOR -LSB- PROFILE SEE SHTS.88 THRU 90 P.1919)878-9560
8601 Six Fod.Road,Forum t,Suite 700
�y sse 'sees 1a;000 FOR -YRPA- PROFILE SEE SHT.144 Raeigh,NPthC Nn Fo1nw615ag50
* 43?S wY 44600 5l510 FOR -Y1NB- PROFILE SEE SHTS-146 THRU 147 Engineers lconswcon Managers l Planners lsciecnsts
eo
o400 I-95 e9,400 FOR -Y1SB PROFILE SEE SHT.148
www.rkk.com
FOR DITCH DETAILS SEE SHTS.2D-1 THRU 2D-2 Responsive People l Creative Solmloae
w
U
,LU
w
7a
m
.

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
I-5986A
ROADWAY DESIGN HYDRAULICS
LSO
ENGINEER ENGINEER
r
, SITE 5
I_ _ , + 06
• • • PERMIT D RAWI N G.
SHEETi8OF16 ;
I I I 1 I I I I
• • • •
I I _ . G 1_.i
-;t1
'
1
, 1 ,
160 160
1 � 1
•
SK W=106 •
•
•
• •
I'
�� �,�
•
_ 0 ' 1 EXISTING ;'
S� RCP_ — .�� --- -----_— - GROUND ,'
120
NWS = I — 60" RCP— --' `
V - M I III _ I _ , .
it e
PROPOSED imp A
1 --�. i 66" W.S.
ELEVATION = 1 �`5. ' / — • • °o — ! I __ •
IS _ 3.9% PROPOSED S _2 0 \`
PROPOSED ELEVATION114.2 7
5 - 0.3%
100 ELEVATION = 114.7' PROPOSED PROPOSED • 100
I ELEVATION = 110.45' PROPOSED ELEVATION = 105.0'
ELEVATION = 105.91 '
C
L6
03
w
I—
/H^
V)
I
LJ_J 80 80
f)
EI I I
C-
Q
I
- - - - - -
I
Q
CO
CO
[ )
I
/ i
C_)
d
j » I I k& -
I3 04 - •1r ITV &V NWT STALLA1'ION 60 " WELDED STEEL,
1
, , , , ,
TREI�CHLESS INST LLA TI 1� 66 WELDED STEEL
+,
a)
(not buried,)
0
1 1 1 1 1 1
s_
744 ')(length =
c,
,_
,„
RKOf
nW
P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o 1 Raleigh,North Carolina 27615-3960
NO (0 NC License No. F-0112
L
�� U1 Engineers I Construction Managers I Planners I Scientists
�_ 500 400 300 200 100 0 100 200 300 400 500 www.rkk.com
oo_
«ALL_ Responsive People 1 Creative Solutions

Submitted 9/2/2020
0 10 20 PROJ. REFERENCE NO. SHEET NO.
SITE 4 I —5986A S1 X -35
140 3 0 2 0 260 240 220 200 1 0 160 10 140 1 0 80 60 410 20 0 20 40 60 80 1 0 10 140 1 0 110 2T0 220 2 0 260 280 360 /40
------------------------------T----------------___,,\\`` ► WETLAND
-LNB-
/20 99 + 12.00 /20
''''-_-_______ 6dl _ ---- ---0.030 __ 0_030 ----- 6°/ 6°I ----------- __
-------
I/O 66 /07.97
/00
/00
99+50.00
PERMIT DRAWING
--SHEET 19 OF 1 , 3
140 l40
---------------------- N. WETLAND '"�►
1
WETLAND , , G L I
_______
-LNB-
/20 _ 98 + 62.52 — I /20
'' 5. 0.030
/00 99+00.00 /00
1
140 l40
V4/ETLAND P. WETLAND
-LNB-
/20 --- 98 +13.03 /20
5 7501 ---- --9-030_ 0_030 6°/ 6el ---
iZ— --- ---- ------------- —_____ _----------_______
—''------------------------------------------------------------------ 10•.: 107.49 --- ------- ------- ----------
lnn — - ion
9• .1I
c
cn 140 73
— 140
4
LLi
WE1TLAN D ► ETLAN D
1-
-LN B-
z /70 — 97+ 63.55 _ /P0
6,1 030
— --r 0_030 0
— -- . 6°/ 6:1 —
_RI
/09.55 3 /00 /07°30 /00
98 � —
03
LC
71
Li
_140 l40
c WETLAND 1.' WETLAND
s-
-LNB-
c
/20 — — 97 +14.06 /20
0 60l ANIMEN1 --0-030__ 0_030 ----- 6°/ 6__-------------- - —
w
loo -------------------------------------- 10. 30 /07.13 on
— 97 + UoUU
WC ft
c,
w P: [phone]
i 8601 Six Forks Road, Forum 1,Suite 700
Raleigh, North Carolina 27615-3960
o NC License No. F-0112
0 /' B Engineers Construction Managers Planners Scientists
L._ JJ I www.rkk.com
300 2 0 260 240 2 0 200 180 160 1A0 140 100 80 60 40 20 II 20 40 60 80 1(k) 1�0 140 1ELO 180 21)0 2 0 Responsive Peo ie I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
PERMIT DRAWING 58 /2
03 RAW SHEET NO.
SHEET 20 OF 163 ROADWAY
NGIN ERSIGN HYDRAULICS
ENGINEER
+ •.00 SEE SHEET 64 I \
-Y3- STA■ 17 00
MATCHLINE1 I-n , �
II I I r 1,Q1
I"
ua\,z
II• II II N • I • �Pp �' W �
�I I 1 • 01
DOCUMENT NOT CONSIDERED FINAL
II •
I /
��'� i i UNLESS ALL SIGNATURES COMPLETED
/
•
I . �`N 1
I 1 `�
•
:C '. \
N •
/ `� •
LATERAL 4' BASE DITCH
I > NON-IMPACTED BILLBOARD
I • �\ SEE DETAIL P -L- STATION 92+00 LT SITE 7
I MILEMARKER 55.7
• ''` 10' DITCH TAPER BILLBOARD
8 I ' TO 30" INLET
I' \ BII ROAR - - - SOIL �0
: il I '' .
I '
O 11\2 TON CL B R RAP SOIL ��
• NON-IMPACTED BILLBOARD - ��
-o I I' W/7 S '.GEO B c MI STATION 86+50 LT _ _ WOODS ��
I •
MILEMARKER 55.6 _
O - 1 IIN . / \ w ,Kiw . . 48' WW & ISBW / \
RET N EXIST lNG C/A FENCE 4a' ww & ISBW
,set 1 tsBw C X x x x— \ �. x x — M
\ •
/ R/W MON I I CO r yC ��— X X R/W MON \/ / EDED \—/
77
• Wr%-- . . .ISj
• j I "6. k-NI �•��g� �j' I0,a
WOODS • • WOODS 0 WH cr)REMOVE PIPE i/ IsI ___ C LATERAL 4' BASE DIT r��
I z� • I jolp
' _ c�
• t .-NSF�� '/�� ____--------- ---SO-SO- `� SEE DETAIL J
• r W
I 2GIB-N Fiy lilt
',k z� IT - ECIAL CUT 4' BASE DITCH�� W00 T
I 1°111 'ill "' RLP—IV O // ICTURE BURRIED -- +
W BURRIED R O� pB �• S�;�� '- /// 9�� �- URE AND PIPES DRAWN IN __-____SO-SO- SEE DETAIL V
STRUCTURE ''� �RTIvTAT�LUCZCTf6N-FRIIIvT \ �/�
V♦
C __ST-Rl3£"TOR€ai�1D-�tPE�Bf-A.W14-tN--- - -' -------C I \\fin I �� ____________________ _
W - APPROXIMATE LOCATION FROM �o\2GIB-W4/F CP-II PROJECT: 8.1347412 GREU TL 3 i
I
1 454 C 2GIB-WSF
= PROJECT: 8.1347412 2GIBWSF \\ -r _ _ _ _ \
T ■ ■ F iFV W
Alrgillillilki
���r VEI;: RCP-I�, : \ COJ
1 � M� I 10'B -- `
W I T -- — -
I REMOVE •I UG & FILL - O
W - PL & FII L� �- - WITH FLOWADLC FILL
WITH FLOWABL FIL� �z 172
- - - •
I II I 0 -I-
I IIT —� / 95 SBL VAR BSI
O 130+00 , -I+ T��- I � - 90+�
O Tom'- * 85fQ0
■ I I mu REMO E DI IB-WSF 30"" RZ -1v - -- - —I— - - - - -,- N 29° 29' S5°2" E _- — — — — -I- 2GIB WSF 15" RCP-IV +
O — -'- — — -n- - — — -1 - i �iE.� = — — — — 15" RCP-IV-
2G12GIB-WSF
O L ---L--- ----Z--- ---- --- -- L--L-- �— —Z---�---
3ST 'TL I I IFair--I -- ----T-m-r-�/s —
g_W F_.REMOVE DI ■
J OJl
I
+ - I — AI
�I I PLU & FIL I II a
CO _ L_ O WIT-I FL WABL FILL - I-
M 1 —�I I LJ 1 ill• I "; II
PLUGS-FIL F �- - CO
—
WITH FLOWABL FILL,jiI �S —I 1 II I T 1-95 NBL VAR BST _ _- -
nn
CO I I
I _ I 1 I —� 1
a -L-- _ _ 0 - - REMOME PLUG& FILL J
_ REMO�1E JB . LE-WITH — 1
Irin r- I I EVE-.Its 10.5'BST II
JIo BST �I � - :�► 1 _ - - --
1 irr�rr■irnr»:a1:7:71d�1� •- . AND PIPES DRAWN /IN ■ ' Z
PROJECT: 8.1347412 I// Q // \� 1 P Py' JECT: 8.1347412 - II GREU TL
W ___ . . . . . . . . •2GIB-W - // .c���, _
F
/i ; , 2GIB-WSF _� -• l i - =.
i 1
C I /// RE OVE CB \��O P LATERAL 4' BASE DITCH woo�� •
ilk _._1 a __� ::: ' Jo
WOODS
- . \\ I n LATERAL •.'4, DITCH LATERAL 4' BASE D
%: O E OVE PI' I -o SEE DETAIL P
U + •
I •• RETAIN EXISTING C/A FENCE SE DETAIL. -CC3 WE SEE DETA48" ww ISBN
TON
rr�\ O I \\ I Oft
•
Y. Y.
liCt
WOODS . X -: BW_ , a__ .� X -r- '-'i< -X .i. XC �N/7 G - - Y. s _X X XX- -X -X Y -
-- _ SO-SO &—x_- / \ I' W \�' ��R/W MON___- - IZ" - SO/L — ExiSfiTr7G R%Wr - - - Y—EAS - \_/ 12° --- ---- - -
Q - 4 L Gl w .I \\ I - - - - - - OILS - w- _ -x --W--SO-SO-------___ --=•
. . . • • • •
AC �ES� AN2 UTILII FJ�r1F�IT• •
, 1 X ✓ OI
�' '� - � — _ - - PB 12 P 1 70-1
— X� - M�1 -- - --I 11� f E . E EE . . EE. E
I 8TONSCLBRIP• •P �' • E
I W/2 ;SY GEO FA \\ti��� WOODS • • WOODS
o • I I • N 29°33'04" C�
I Ol: I
ii.
O 1 '� , W 724.67' SITE 8
dr \
I 1 oii i R�non 1
I w NON-IMPA D BILLBOARD
CO
X� I I -L- STATION ' +50 RT
•o / .>
�, I �� MILEMARKER 55.
co j ~17+ I POND POND
b I I
I� X5 3 I I
I o
1 \
/ i o 0o I I
I
C X I .i, R P-IV 15" C' . t
HI> \ I . _• . . �
I 2GIB-. 1.F 2GI:-NSF : I T
:.. -.-, y
I I
CO I Z ,
/ \ I I •• 12 T NS CL B W/ IPRAP w ,(4
• I I . SY EO FAQ v o
7 C •
ro \ i \ i 1 it
o I\ \ • I : o I
01 � \ \ I
I I
E -g .I.\\ \ I„ 1
MATC H LI N E -Y3- STA. 25+00.00 SEE SHEET 65
O
s_
C
w
//C/ DENOTES ETLANDL IN
50 25 0 50 100 / FOR -LSB- PROFILE SEE SHT. 91
/ Cr GLI /f DENOTES EXCAVATIONFOR SECT SECI- PROFILE SEE SHT. 92 P: 919 87895soC� I � II //�//j IN WETLAND
SCALE FOR -LRT SEC1- PROFILE SEE SHT. 92 8601 Sic Forks Road,Forum 1,Suite 700
Raleigh,North Carolina 27615-3960
o ro FOR -Y1NB- PROFILE SEE SHT. 147 NC License No. F 0112
oo L 70 FOR -Y3- PROFILE SEE SHT. 149 Engineers I Construction Managers I Planners I Scientists
N0.
! FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
PERMIT DRAWING /—5986A 12
co RAN SHEET NO.
SHEET 21 OF 163 ROADWAY DESIGNEERENGINEER
ENGENGINIS
+ .00 SEE SHEET 64
MATCHLINE -Y3- STA. 17 00
I I I �,I 1 =.f1.oN\
1/ it
I P i: / g DOCUMENT NOT CONSIDERED FINAL
\NZ,
II4I: / ..\
• \ UNLESS ALL SIGNATURES COMPLETED
/ / // I- I 1 / •
N,IY '. ve, : \ 1 I - 1.
I
I .
1 , • 1 0 1 - i LATERAL; 4' BASE DITCH
o I •
NON-IMPACTED BILLBOARD(\ SITE 7
I ` �\ SEE DETAIL P L STATION 92+00 LT
I o �� \ MILEMARKER 55.7
I
''` 10' ITCH TAPER °'"'� BILLBOARD
I� I 1'' T• 30 INLET
•
1 I. ilk, 8 0 BILLBOARI - ----------------------------------- --I3,_0__ -------
S0I
4' �� j' 112 TON CL B R PRAP W0 a -IMPACTED BILLBOARD • - SOIL ___ _____ .__ UN
_ �'' I --- •— 1-0 1 I'I�W/7 S '.GEO R B � `� - - 6+50 LT WOODS °
7 L STATION 8
I- 'MILEMAR ER 55.6 _
I (' • I. I ''I` ISBw 7 C - e1 EXISTIN R/w 48' ww & ISBw _ / ` RET EXISTING C/A FENCE 48' Ww & ISBW ,� x X'it it
M
�— \ R/W MON �� I co �� x R/W MON \/ / • 0 \—/'�
woe's( ••
I;.+ (,.I . �, I0110
WOODS j3z %{,B r� r' WH ° j�• • c� `c;�N / / • ■:DSr IREMO ': r r m I = i,. I • _ C 4' BASE DIT Wa 15"'RC / I ' • LATERAL
'4 I 1 401 "I ��� - • �� dab� , ------ _ DETAIL J W
• I 1. ��� /,III W ♦ ____����� •
I a j/�� 1' � ( /jcm 0C' UCTURE�BU" D _-__ 'ECIAL CUT 4' BASE DITCH \\ ---'��a iont
TI ►'� �i' -, - - ,. - DRAWN IN E -r , —
W STRU TU E BURRIED • `�� `' 9 �� �•..1
ST y._,
C _ f2LtCfi0R€ All �tPE�rBftta�Ffd +PJ --- C I R �� I •••1 1 1 • s0�7• > ��...r�.���—+��•�1�. �/�
__ - �� �� s W F I : 8.1347412 rrvj > �����������_� — E �/♦
W - APPROXIMAAOCATION FROM 1 " ���• ---- -----
��� 5' it- WSF GREU T� �'
PROJECT: 8.1347412 2G SF ' ��=- — � �m � � — ;= F - �' - ! ', F Q�ii W
I •I_1 - - +.�+� -- mar AM 13e
v, �0ezl \_ 0cl
LV _ - /0.5 BS —� --- 1--.gllIllIllirrl!'L. (I'VE J; 1 — — —
W — i I REMOVE JBII •L1JCz& FILL -
PL ' &FTQL T o - � WITI I ILOWADLC FILL 0
�/� -
WITH FLOWABL FIL� z z �� 0
V♦ /���n 1II " —1I1- Ih --0 /-95 SBL VAR BST ■
co I 90+00_ 0
II I I Dili
T�� - # _ N 29° 29' 55.2" E 3'BST 2GIB-WS nI 15" RCP-IV —'30 — —
T 1� I 1= - REMO E DI 2GIB-WSF 30" RC,P-IV ■ — — -- — — — — - — — — — -- — — — — -- •-- — = =  __ — — — -- _ =Q _ - ___ - —-_ �.� — _ _ _=L L — -- — — L-___I__ r.�-m►�� l - au_ 2GIB- - --
0 - -
-- -- 'Fair- -- I 2�iB-�/S _ T _ n —
I ��� I I — III
I
+ �- D� I PLU & FIL I I a
0 _1_--lid L— O WITH FLOW 1 FILL — — II
M PLUG ILI IIF I I `,11oD — h II
WITH FLOWABL FIL�„II —I 1 II I 1-95 NBL VAR BST
n �
W I I II 1 I —� -
h1
—
0 I--�- - --- - IREMO�E JB - _ PLUG& FILL rLI�— J
U) -I `dam I ` ► V VE _Its �� �' I� I30 "� 10.5'BST
p G P Cc CIIlk
ulttrEi 1111 II
JRDFtAW Brill■_■ PA - , C I� - A • "ik STRU_CTURI ATNDPIPE� RAWN�INiiii ,ea•e, LU
PROJECT: 8.134741 - 1/// �1/�� �17 A�� P P�' JECT: 8.1 - 126.0 �126.` -'
��-Wrillilkidik I 0 sz1. ■
. ,,
- ==�_ c........ma ... N �,,..,:„ . „),,,
J 2GIB-WSF --- ��1_�r►wss_ �,ammiwy.:_., '�,� ___� - Z
C A 11 ' 101i--3 — �1i. 0
WOODS ,jP
. •
/_ . ' jv 1 •PO 4 ' •SE DITCH LATERAL DITCH TON LATERAL 4 BASED ... Et.,... Elvl� 1': �� I -o� EE IL P r3 D
V
'� 1 t
1‘.
li:-.6
\\ I _ RETAIN EXISTING C/A FENCE sE ETAIL. C /7 SY G WE c SEE DETA 48" WW & 1 SB'
WOODS ,_ __ — _ _ ___ _____
/ I - Ieat t'R/W MON �XI�fiING R%Vf - u \ / -------- — ---
Q X� _ H ' L - _ - SOIL - - W--
-�C FS� /�N2llllLLTY-EASFurlFAIT ` 12 ---------------_--W- - --------.- _____-
_ 4._ /\ Xi_ _ erpp_ I / - .- as �►--� 0 _ --_ _ ' -,_ __`--.-- _ ,,a * E
I� k
I ��'` .:�� — E �� —� E mar �_.,.s• p
1
le
I EV .1 .'' .
i • : 1 / I/� WOODS — `' `�
it' �0 I
' 724.67' SITE 8 �,
ti I I 1 I I/
o 1
1,_ Cm I • I I s .e RD
� ILl � b - I
I ' NON IMPA ► : LLB• • ' 11
0
oc `� 1 iIi
A I / L STATION 9 + RT
mli
Q CO \ \S3
' 1 MILEMARKER 55.
I I "- PI
I PONDPOND
Ln I / 1� ji m I 1
N
I. E i II. i , 1 I
C TI1 41 Ill 1 / \
": 14
o X m RCP- I 1. • !'
0 %.e,
cn . I th.F l el-.
l SF / ,.
I I 1 r.
/ •i, I I I 11 I 1 i Z
, i1 i .' 1 2 T• • CL B IP7. (..4 N
I.. ; • ) li WT:SY?E FA;
c \
1 Fi 1 . I 1 • I
1 • 1\ iiy
n 1 -J.., h I o
r� cs' _ A \ es, V
1 il I I
ID
MATCHLINE —Y3— STA. 25+00.00 SEE SHEET 65
O
s_
w
cc /�/ DENOTES ETLAND IN
W 50 25 0 50 100lino, FOR -LSB- PROFILE SEE SHT. 91
DENOTES EXCAVATIONo i I illi FOR -LLT SEC1- PROFILE SEE SHT. 92 RKskft
I N WETLAND P:[phone]
FOR -LRT SEC1- PROFILE SEE SHT. 92 8601 Six Forks Road,Forum 1,Suite 700
SCALE Raleigh,North Carolina 27615-3960
o L FOR -Y1 NB- PROFILE SEE SHT. 147 NC License No.F-0112
oN-0 FOR -Y3- PROFILE SEE SHT. 149 Engineers I Construction Managers I Planners I Scientists
N I FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 Responsive People I Creative Solutions

Submitted 9/2/2020
I
0 5 10 PROJ. REFERENCE NO. SHEET NO.
SITE 7 & 8ludiusd
I —5986A S1 X -54
l40 1 0 1 0 130 120 1 0 100 90 80 0 60 50 40 30 20 10 0 10 20 30 0 50 60 70 0 90 100 110 120 130 140 150 /40
WETLANDWETLAND
0.025 0.0 5
0.0 020
/ -- ----------------- ------- -- 6a1 -----------------------�-020 ----- 0.020 __------------------- ----------------------------------- 0.025_
129e76 ---______ ,—— � 3 al
125.55
/20 9 2 + 00 . 00 /24J2
,____ /20
PERMIT DRAWING
SHEET 22 OF 163
WETLAND
-..._...--
l40 _ _ — — 140
0.025 0.0 0 0.0201 A _ __-0_020 0 020 0.045 0.025
----3� _______ __ ___------ — ---- ----- ___—__ --- ________________ — _____— ______ ____
129.34
124.28
25.70
/20 91 + 50 . 00
/2o
WE-11N13-
140 /40
i A0.020 0.020 0.0 5 0.025
/_ ------------------------- 6al ------ 0:025 ---------- 0.020 ----- 0 020 ____` __ --------------------------------- --------_—T----------__ i
'------Sal---- ----------- --- —_ --- _____________ _____-------
125e24 ''''--..... --- .... 0 — '3rt__-
125.85
/20 /24.14 /20
91 + 0O . 00
no
110
G /40 /40
E
cO
W
0.025 0.0200.020 0.020 .020 0.025 0.025
129.64 --- —— T—
126000 --'---------
124.60 3 /20
i /20
90 + 50 . 00
CLL
03
71
_40
L
li
0.025 0.020 0.020 i 0.020 0.020 0.025 0.025
_ __-- _ /.30
130.17
OE
126.26 /25,29
w /20 -9-0 —P01370—a Rif ft
cr,1
LF l20
_ .,
�i L I 86091S x8Forks Road, Forum 1,Suite 700
ID-
G .... , P:
o //o Raleigh, North Carolina 27615 3960
o NC License No. F-0112
o Engineers I Construction Managers I Planners 1 Scientists
o� www.rkk.com
c\i� � 150 1�0 130 120 110 100 90 80 70 60 50 40 30 2I0 10 0 1 20 30 4I0 50 60 7I0 80 90 100 110 I Responsive People Creative Solutions

Submitted 9/2/2020
c
PROJECT REFERENCE NO. SHEET NO.
25 0 25 50 7
i_lill
////7 DENOTES
WETLAND EXCAVATION lz
1-5986A /3
cci IN
9° R/W SHEET NO.
/-,t' lF DENOTES FILL IN ROADWAY DESIGN HYDRAULICS
SCALE FOR INSET ,�, F WETLAND ENGINEER ENGINEER
50 25 0 50 100
itilL" W/ SSURFOTES ACE WA TEIMPACR
IN
v N 65°23'50" W
SCALE .<Ais DENOTES TEMPORARY 26.70'
/�° IMPACTS IN SURFACE WATER \ z N 28°42'26" E 312.12' x N 28°42'26" E /137.93'
�
119
CD0
op 0) C+\ 1 D W a ap0
1 N 17°02'12° E �} R/W MON N 28°24'57" E R/W MON
c P�3 g3, R/W MON N 28°39'59" E S 73°22'29" E N 22°36'O7" E
111.19' DOCUMENT NOT CONSIDERED FINAL
211.61' 33.45' S09.78' UNLESS ALL SIGNATURES COMPLETED
-- -- \
\ \ 0
„3
OPERMIT DRAWING
\ ,3
SHEET 23 OF 163
< N W
in Z T
W N CD w
Z ,_p � � �^ t p �\C:
W O 03
\v)
W 6? A _ i9 W
O rn NFN.)
Co LP _ nCO P
\„ • .
m SITE7 SFD
. • .
•
. . .
. .
0
. .
. • •
I __ 4i.
N 0 CAR
X I ` • E _____: *i 0 •
0
Aillir
r
l PORT
LC.�J
�o� ___------- ________________ SOIL--`"--------______- SPECIAL CUT 4' BASE DITCH I
Ilf°'
4�, _ .Al�� — — - ;'. v - - JO _ R _ SEE DETAIL V _ = O
W — — N Y O UJ
TERAL 4' BASE DITCH __BILLBOARD C • _ SPECIALDITCH ------_� -__C W
r.� _____ . __________________ CUT
W • SEE DETAIL J ---I DS ---- -L_ 0
--- w _ _ ----
_ -----L-- -- ---- - ROP°WOVEN WIRE -FENCE---________
---- SEE DETAIL U _---____ - Z
i� I \SPECIALCUTA/ BASEDIT:____ WOODSC _ •
--
SPECIAL CUT DITCH
•
- . . . . • •• rvMOry � WOODS I 0 8„ ww fxWH • - • • • • • co
cnc, 1 so..........,.....;....2____'Amimm_ _ igm_ : - i RI rA e'" r F • s Fli riwzi sgma g a i rr i 2._ w I'm wA Nrri i r- A rd fl r4 W WWI A r - ii/FM irrA.1 r
T U
PLUG & FILL II w 0
0 I —WI�T-H--F-LOWA�E ILL ii CD
O II
4. —D SBL VA/-I t151 I I C7
-sI I -o l-95 SEIL .57'BST CO
- — —1-°°'`/LI —261B=WSf- 2GIa-WSF 105+00
-
N 29° 29' 55.2" E - - REMOVE DI 15" RCP-I N 15" RCP-IV
95+00 - - - - - - - -
--- -- ---�=- I--
- --- --- ---
--- --- ---- -- -
� �TL I 36" RCP-IV - ---- - --- - s----L --L --�- --L-----
�11 xi CO
1 PLUG & FILL c�I 195 NBL 50'DST
.1 I - WITf:LELOWABLE FILL III _ I
1-95 NBL VAR BST I �— I I J
W - - I — W
Z _ Z_
J CAT-1
I
3 _ ,
Q10=78.84 cfs GREU TL-3 J
__ /AWAYAVArA��ArA��v��AIMar 4 A F . F A�AW� �0����/riAd V10=2.05 cfs
U ----- ---,r2 l��.�■I r�rr.I.�/.�� -- - AL — - — ------ -------- ----- F��- s# ��� �. -mot=% TANDARD b BASE DITCH F
���' 'E' �ra-s . ��.�-sue r.�-������ ii1} SEE DETAIL W
Qr s
ED ` �IIIC D S Mir& WOODS „45„ W OODS , V.**'i ' /
E Mk Ci
LATERAL 4' BASE DIT ict
N 73 00IIW ".,.,�. OVE C X- —X PROP°WOVPIN WIRE FENCE E
-0 14111101111111r
* / TON , I SIP W ?� cX SB x X X IN EXISTING C/A FENCE
SEE-DETAIL D /— 30 ��X
"Plillir— X •
" 7 CLF & SBW - - - \ �
• _12 _ \�/ —x�— — - ------ -
- - — — — _ 0�4CLESS �4lV�U (aI�l �A�EMENL SOIL
SOIL 12" PB 124 PG 188 — — \ WFCONC
;;Ns \ L coNc SEA �IN,.• ySET� A
, \ ,.:::, \
WATER
Z \ CONC TOWER 4(iiiSITE 9
WG
_, \ N \
1➢Jl n0 Vo \
cO Wes; \\
o
HI> \1 \ -00 S 30°10'05" W
Cr) 200.40' I I
/ O tP W
CO O
"
(--24 \\
m
61N
N
N
C � m N 24°54'22" E 6
\____
3 _
m_ ;�
L-rbi r 4 4- ..
±, Z
E --, \
. \21:1
.4
N N WAr 8. E7�E � 0
'' \. IIIPIPjt.lite M k
0
L_Li1 ' \ D 11.1111111/111kwr•�~•�:ot INSETA
cc ': \,,:,.\
� tNIti
WOODS Ilh,
rn
Valf
E v ;., RKk
— E CO.P. if T
— A O N S II I I p . A . ? C\ I P:[phone]
o ? —E — 1�I� A r�, r :W �► 8601 Six Forks Road,Forum 1,Suite 700
Raleigh,North Carolina 27615-3960
No 4 �/ \ FOR —LLT SEC1— PROFILE SEE SHT. 93 NC License No. F o11z
\� E N z426.33° \ ` FOR —LRT SEC1— PROFILE SEE SHT. 93 Engineers Construction Managers Planners Scientists
o= �E / www.rkk.com
aM
\�_ � FOR DITCH DETAILSSEE SHTS. 2D-1 THRU2D-2
cocLu_ i O C S S Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
25 0 25 50 ///7 DENOTES EXCAVATION Z 1-5986A /3
ol
1_114 co r,)
IN WETLAND
cci 9° 1' R/W SHEET NO.
SCALE FOR INSET �I ///F� DENOTES FILL IN - ROADWAY DESIGN HYDRAULICS J /� WETLAND � ENGINEER ENGINEER
50 25 0 50 100 r- Ir_,G
ii
" W/ SDENOTE IMPACTS IN
N 65°23'50" W '
SCALE //� OE
IMPACTS IN SURFACE WATER
\ -o
Z 26.70'
N 28 " E
ui
312.12' X N 28°42'26" E
137.93' /,
1911
CD
\ 1 --I i.,)
D 7, W
O
EIP �+ a ap0 _
1 N 17°02'12° E �} R/W MON N 28°24'57" E R/W MON
c\P�3•g3, R/W MON N 28°39'59" E V. S 73°22'29" E N 22°36'O7" E
lil.l9' DOCUMENT NOT CONSIDERED FINAL
211.61' 33.45' S09.78' UNLESS ALL SIGNATURES COMPLETED
... -- \
\ 0
„3
o RWMON PERMIT DRAWING
\ ,3
o I SH E ET 24 OF 163
z
G N W
v � Z ,,,
--I w —
Z p � � N^ O p O
\03
,..„-L-A
CO Ii
,,,_ _\ Ot.fl \(fl
Z
W 6? _ i9rn
W W
p O Nis
Con
°E`J at` � Kt m SITE 7App411.Nrat. -- ,� 1 I S F D
rMf 139�
v
V
I •N `� i , CAR r --- ---- f:.
.."( �' E , �► •• e?er PORT
ile
F. _110
- . - _ 'tIi=mi,�ti� SOIL — -_
_q_ 'ECI• CUT 4' BASE •� It C3
•
LLI
WI', . '
W TERAL 4' BASE DITCH �� Y. � -� � BILLBOARD C _ w O • 0
A -- °`�`
W �. SEE DETAIL J ------ --- --- _ SPECIAL CUT DITCH ____---- -___C W
_ ---- : ---- �� ---- i ---- -a ------- PROP l 0 EN WIRE -FENC --- ______________. 1 __----____---- -----C `� �� e 1 SEE DETAIL U
'� — // • a 13,.0 it) �o o SPECIAL CUT 4 BASE DITCH _ FS MIN ,� C - --- f
�/� pr WOODS I i •
_0 DETA WOODS ELEV. 128.0 • • SPECIAL T JitfCH mi
/ ,3 ` r _ - - - . . ---- SEE DETAIL B
W t.Rl� r I -4 R .. —�� �7 :ice - _ ___ _ �� _ R/W MON. . \ W
• WOODS
bra;-— a# � 1• ��13e * . * '8 W W wH iiie * _AO '+•— : X X X '�` 6 I� X y -�x — W
C 120 I I I I I I I I I I I II II II II I 1.I.I B iliNNIMEM•mmlira 1 agg ril P"rA rA ki 1 51 rilaKikariSrMagMerir A daWilir iLj. . W.r"r"Wririardri aigrag14:Fr r Arisragre;an'jar 1 It i 1 - 126.0 . . . • ' • ' . 0
"" - PLUG & FILL ii - 0ez, 0
O - I - _ - - 4TJ-I--BLOWABL-E--F11=L-++ • o- CD
+ -y5— StlL VAH t15/ I � III 1-95 SBL 3/'BST
M I , CO
-aC —_
�t��` ''`- �� 3nar S �GID-WSF l0�fU0 O
_ _ 10_ r _ _ , N 29° 29' 55.2" E I -/ - REMOVE DI i 15" RCP-I , 15" RCP-IV '8.0
---- 95+ n - - -L- - -- - L r----S----L. -L
�� _ - - �,)
,MIL,, -- - 36" RCP-IV -
1
a l F `
SF N)II
_I —P-L- 6oi LL f 05 NL?L 50'DST
.J TH ELOWABLE FILL mil i _
1-95 NBL VAR BST I - �- II S J
130 F - - p
Z i�1�N
-- W
II
-----71MMMIllWAPPIIPPII
JCAT-1 126.0 ,Z°.•
IMV= 3 z<.0 rnn-78 8 ifs GRLU I L-3
.IIf�,A mar r AP��������0��M�������A0WIMS7�IP�0�� eirAMI n V10=2.05 ft/s 24.0
---------._�._ =s.�#wa IrA � •�...�i`�'Trr� ' -' N TANDARD 6 BASE DITCH , ." ------_- V
- . ���'�- AMMO�r W�=L :��iit} SEE DETAIL W
Q ODDS ALWOOD - `� �I�i�
N 73�0 '45° wNMIlliii6111111MIIIIIMIplegirT 000s ;;,^ ,i • �, PROP°WOV N WIRE FENCE
LATERAL 4' BASE DIT \? CIT .�. X X��X
o - ON��„ ,,, e'P W �� S B X A FENCE
* SEE DETAIL D /— \ 4� 3C X� X , - T AIN EXIS ING C/
- 7 • 12 `A — — - - R. L�, - -r.��F & ;" lairl , _ ,tim woo
— - — — ----- — _- _ - O�iCLESS -AN' i Ia�I�I'-1=AZZ.E KEN L SOIL
12" PB 124 PG 188 ------- WF �/
:� '\ CO S ETA
\ CONC �
�� EIS 114S A '� �� . \
I \ CONC WATER /isiSITE 9WG
�-1� L. Z \ TOWER \ �eeIze.O �118.e
Ln
O \
HI> \1 \ --o0 S 30°IO'05" W I
I
200.40' -
Z\\ � AB
mm N 2q°54'22" E 6=
98.7�E�� r;_ m
L
0 �E—�
���E— •
V,
Z F
I) iC5 I
1
C N -'-
0 - --
n s n N
S_
'>' \
c rn -0 N ��,..,
,,-) 5,3, �-. . y` ��
, �� ,� �� � IN S ET A
ci_ m E �D WOODS 4iii. , R ( (
,_ vireir
— E N
0 z O N S II RIP
p . A . I I P:[phone]
o ? —EE— 1�I� A r�' r :W 8601 Six Forks Road,Forum 1,Suite 700
Raleigh,North Carolina 27615-3960
`" _� FOR -LLT SEC1- PROFILE SEE SHT. 93 NC License No. F 0112
o � E
E -m FOR -LRT SEC1- PROFILE SEE SHT. 93 Engineers Construction Managers Planners Scientists
��7 N 2426.33
/ www.rkk.com
0.
c2LL_ 1 �� ' FOR DITCH DETAILS SEE SHTS. 2 D-1 THRU 2D-2 Responsive People I Creative Solutions

Submitted 9/2/2020
I
0 5 10 PROJ. REFERENCE NO. SHEET NO.
SITE &
WETLAND I —5986A Si X -57
/40 1 0 1 0 130 120 1 0 100 90 80 70 610 50 40 30 20 10 0 10 20 30 0 50 60 7]0 0 90 100 110 120 130 140 10 /40
up
--- --------- -------
WETLAND
--_ 0 025 0.020 0 020 J 0.020 0.020 0.025 / '
l30 —__ I 0.02 5 /30
128.25
l�n 122.63 - 99 + 50 . 00
- 121,75 — I /�0
PERMIT DRAWING
SHEET 25 OF 1631
WETLAND
111
MP-
140 WETLAND
/40
-------___ ------ /30 0020 0020 0 -- _____________ ____L ________ _______
_/30 _ —__—_— _______--3/ col
/�0
122e84 99 + 00 . 00,
I— /2;.9/ /20
WETLAND WETLL\ND
►� ►
/40 /40
/.30 0.025 0.020 0.020 0.02 .020 0.025 0.025
./ ------- 128e47 ---__ --
120 /23005 98 + . O O — —
122a0G 120_
WETLAND WETLAND
-40 PP-
/40 _ — /40
N
Li] 0 025 0.00 0.020 , A 020 0.025 0.025 /
0.020 0
_____ ______
3� -- 128o62 30l
3 /20 123.26
98 + 00 . 00-
/22.22 /20
L
77)1
co
co
Lc
WETLAND cr
WETLAND
illih�, _140 _ /40
1.30
c
L
0
---------- -- -------- 0:025 0.00 0.020 I I 0.020 0.020 0.0�5 0.025
________
12be88 -----_ __j�---- 3:1
Li-1 1203.48
97 + 50 . 00i
122038 /20
Rita(
8601 Six Forks Road,Forum 1,Suite 700
cc
w
o Raleigh,North Carolina 27615-3960
N / NC License No.F-0112
CD
L
Engineers I Construction Managers I Planners 1 Scientists
o= www.rkk.com a
�� 150 1�0 10 120 110 100 90 80 70 6�0 50 40 30 20 10 0 16 20 30 410 50 60 7I0 80 90 1�0 1 0 1 0 Responsive PeopleiiiMa i Creative Solutions
oo cc L_

Submitted 9/2/2020
cr sN, \ PROJECT REFERENCE NO. SHEET NO.
L N /-5986A /4
co
s RAW SHEET NO.
J�O 25 0 50 100 ' d°° ROADWAY DESIGN HYDRAULICS
ilill
G L I //// DE WETLANDL IN ) 7��9991 ENGINEER ENGINEER
SCALE NI
APO \ \
DOCUMENT NOT CONSIDERED FINAL
E UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
\ \
\ 4,
o.
SHEET 26 OF 163
6cp- 99.
F
Z
, N A�\\
'-
' o Op \c50
5
N1N A�
0�5\0�0 \Pc9
� �'99
M
, i, ., .
g . . .
' SITE 10 . . . . • . . . 00
•
w •
1-- ,
• A
. .
Lo
LLJ ° R ° • c 1 0 PROP°WOVEN WIRE FENCE
C _----- W SPECIAL •CUT 4' BASE DITCH II ° A ° . SPECIAL CUT DITCH ° SPECIAL CUT DITCH LATERAL 4' BASE DITCH
�/1 - -----_____ W/CL B RIPRAP SEE DETAIL U •
LU
V� SEE DETAIL N C ------ SEE DETAIL U SEE DETAIL J
I flSPECIAL
W CUT DITCH ________________________ I
SEE DETAIL B WOODS •0 FS MIN -___- • SPECIAL CUT 4 BASE DITCH ---�----------- -- \
C
FS MIN w ••■iuyi�iiii'- r ELEV. 127.0' _ _--j IL V Q -- C\
J yyyi�y�y����y��i:�yly�l��•__....--- \\� _ _ - C �R/w MON _ �\ �C X ELEV. 127.0' �• �,,, _� __y x x x x • w
X =_�■tiL���%1_%1%%1%IIyyl�� X XX R/W MON X X X •
R/W MON S 00°48'11" E X X— \ /
O 1.87' — w
W PL, . F . . v���q/���..MW.tiv�ririrrinII off///iIW�///�rJ/1�
O WITH FLOWABLE FILL �-
0 � la
O
O - _ O
— — —O — -- LII _ O
�' l 95 Sb'L S/'BST ! iI
1/0+00 _ I/5+_ — — O�
Q■ 2GIB-WSF 29° ��
Y -L- 2GIB-WSF N 29' 55.2E i 36" RCP-IV i 2GIB-WSF IMIMI i r
REMOVE DI •
•�\1 -- --�--- T S T i_ _E ---L_--1- -L I--1---L --L____T_ -_I----L---L--- ----Z- ----L---_I----L---S----L---
- 2GIB-WSF 15" RCP IV 2GIB-WSF I REMOVE DI MTL ■
0,j i Q
J1 DoI1 — — I-
`'I I /-95 NRI i7'PST > i�
I __ _ 1�-- — — — - — V
w �I N O cc__,
—
Z rNt
sl
-----PE ILL r
WITH PLOWABLE FILL CAT-1 `' ■ ■ M ii WITH L FLOWABLE FILL
± I 1 I
1 III
I I 11 TONS CL B RIPRAP w
I I I W/28 SY GEO FAB
Z
♦ ♦ 7- ____-------- -- . . --gI-TY_QF EASTOVER- — ------ — ---�I---------------------- _ ----- - _____
0-1 IN F . . 48" WW & I SBW C x X F
X
R/W MON \—/. R/W MON •_ �( STD. 3 BASE DITCH \ / R/w MON
Q � s SPECIAL CUT DITCH • LATERAL 'V' DITCH SEE DETAIL W
° OG
° ° R SEE DETAIL U SEE DETAIL °K • C ° _ U
2PROP°WOVEN WIRE FENCE W ° e
m �a woos •
A PROP.WOVEN WIRE FENCE. Q
STANDARD 3' BASE DITCH rn 1
-o SEE DETAIL W
PDE 11 TONS CL B RIPRAP
7
co
W/28 SY GEO FAB
m
• •
o- \ \ ..
N-W
A
O Z �
-� O
W N m
U N &.
N Z .CD")_9 r
CO = A
4.
/ i9
E
\ \
3
o N 02.
36 68,2'W
\ \ ----____________
E
E
E
0
N
S_
E
pi
A
1 cp n
U o
cn
E
cc
w R1 (
m EIP�, S 46. g'S6° P:[phone]
/ S 34°07'S0" W 9/q./q, W 8601 Six Forks Road,Forum 1,Suite 700
0
0� 208.33'
o � FOR -LLT SEC1- PROFILE SEE SHTS. 93 THRU 94 NCLRaleigenseNo.h,North Fr01�2276153960
�� - N FOR -LRT SECI- PROFILE SEE SHTS. 93 THRU 94 Engineers Construction Managers Planners Scientists
�_ N n www.rkk.com
��� `p1n �� FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 Responsive People 1 Creative Solutions

Submitted 9/2/2020
sN, \ PROJECT REFERENCE NO. SHEET NO.
N /-5986A /4
r,
co
s R'W SHEET NO.
50 25 0 50 100 ' °� ROADWAY DESIGN HYDRAULICS
/// DENOTES FILL IN 7� 9- ENGINEER ENGINEER
Illit v WETLAND /, ��99,
ii
SCALE
N
APO
�P
\ \
DOCUMENT NOT CONSIDERED FINAL
E,„ \\ rUNLESS ALL SIGNATURES COMPLETED
\ \
\ 4,
o.
PERMIT DRAWING
6c-D- 9S.
SHEET 27 OF 163
F
Z
, N
S5\ 0\
A,WLA o Op3 c kPt��, 'No 90
S 0�5\0)0 �° 9
,it 0 • • .• • • V. • . . . . . . . c3c3 . • ,,
..,
' SITE 10
. •
�, . ., .
1-- , 4, . , . \ in
1 .
_ _ _ Q _ PROP.WOVEN WIRE FENCE
�)t f �32•"
4
W 1 t R _Aka& •
_ _ m _
O i—
•
C ___- ��m SPECI L CUT 4' BASE DITCH A SPOECIAL CUT ITCH • 1� SPECIAL CUB DITCH LATERAL BASE DITCH
-,_,.7 _ IPRAP ---- SEE IL U W
0 -______ SEE DETAI C _ W00 _ SEE DET IL U SE DETAIL J W
WECIAL CUT DIT - HW -- - j320 _- ----------- --- C T
SP IAL CUT 4' BASE DITCH _ ---------- Z
n
W1 SEE DET ...,.? WOODS FS MIN --- __—_---• ----- --- -------- ----� --C
- -------- ---
••■�ui��r��" \\ �� ELEV. 7.0 ___ C ■ ;IL V FS MIN ��
�/� sr _ •" a Xiiii�'h%111�y�11➢�iYi'%1%%/�'���.yL — / R/W . • - - _ e ' / \ U)
V ELEV. 12 C X X X \
I_a":- -� �iL�■�1� 'v��i%11%4 w` c w
3� i.. �. X t- , X X X— W• .�. 1 1,'1%'1'1%I#000 yyl - \ R MONKI ~130 i■°4: M �i>e.e \
►ice w ' ilfrillilr-�'
P1 '—=��snna���—.��.lii/—r�r�rrI •
26.0
• •7z1 WITH FI OM( FZ F Gil 1_ A. -
/ 12<. 122.0 • dg—.
S
O --09z� G & FILL n -owl
0
O 1 w_ h WITH FII O
/� 0ezt �_ — �— fi __T_ Le_6zt--..I-._.
♦i/ t MTL _ 0
.
cOII O
�' l y5 Sb'L _Sr BST < -II �_
r
/0+� -1i� —i5+00 — — _ O')
rnnir 2GIB-WSF 2GIB-WSF ° " II I
I -L- N 29 29' 55.2E 36" RCP-IV c!► WSF I . I -- I I
_ 36" RCP -- ----L---�---T i T s 2GIB-WSF � iI REMOVED] ---L---L---s-MIL L---L--- ----z- s----L---s----L--- r - - — — — ■
I' REMOVE DI MTi 2GIB-WSF 15" RCP IV
wll —
�I I
III I — — �_ Z 1-95 NFU iT RST II
�I
W - ��I ce_ 0
-— 1
Ifs
Z YLUG &SILL II .O� �— — 128.0
WITH FLOWABLE FILL CAT `'� Letl �r M 'i, PLUG & FILL
WITH FLOWABLE FILL
Wa9
1 I 124.0 . L B RIPRAP III
Cii
Z " W/28 SY GEO FAB --- ----------------------- --------- Z_
II
0 �_ I�Y_QF EASTOVER_ J!•J,r1.A:: -a.-.,k % --- / - __
Z — ♦ �. _ v - — �.�_ - a�` �� �:z� ��i � � ��� _���. .7 - - - - -x X -—.�. _.. ..�— —_i.^! tJ O IN F A,_ .w - - --_r �� . -v . . b= -�- T'-M'� 48'WW gSt3n C �,�__ -- . . . . - - - . . -_ ' " -
jfl
l��-�- R/W MON \_/ R/W i AD. STD. 3' BASE DITCH R/wMONQ � s _ SPECIAL CUT DITCH m • LAA ' ' DITCH , SEE DETAIL W0 SEE DETAIL U • m� SEE D• AIL K ' rT,= U
m o �I �/" P'0 'e i WISE FENCE ° o •
o ° A PROP°WOVEN lR —�E' . .
� �4 WOODS WOODS Q
7r Sy RRD 3' BASE DITCH rn 411Ir 120
•
- SEE DETAIL W
Q DE m N 11 TONS L B RIPRAP •
`�
1
c� �" J W/28 SY GE B
• .
Cr
• .. ..
mJ •
0's 122e O'221 �120•
N
O Z CO
+' W N m
U N co
N Z °p Lj
Un 9 r
CO N
n
i9 .
I
\ \
o N 02.
36 68'l2°W
\ \ ' .
E
E
E
0
0 N
E
W N
cp .)
U o
1
W
W R ( (
DP�, S 466 g'S6° P:[phone]
/ S 34'07'50" W 9/9.74, w 8601 Six Forks Road,Forum 1,Suite 700
o
o� 208.33' Raleigh,North Carolina 27615 3960
No � �' FOR -LLT SEC1- PROFILE SEE SHTS. 93 THRU 94 NC License No. F-0112
� - _,N.
FOR -LRT SEC1- PROFILE SEE SHTS. 93 THRU 94 Engineers Construction Managers Planners Scientists
�_ N n www.rkk.com
. `p\n �� FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 Responsive People I Creative Solutions

Submitted 9/2/2020
�° 0 5 10 PROJ. REFERENCE NO. SHEET NO.
SITE 1 0 I -5986A Si X -62
l40 1 0 1 0 130 120 110 100 90 80 0 60 50 40 30 20 10 0 10 20 30 40 50 60 70 0 90 100 1 0 1 0 130 140 150 /40
WETLAN D PERMIT DRA\ NG
____ ____________________________ SHEET 2 $ OF 163
0.025 0.020 0.020 0.020 0.020
0.0 5 Gel /30
-------------------- -------- ----
/2&e20 /24.76
/20 _/23.92 — /20
112 + 00 .00 4
,40 WETLAN D 140
___,„,„„,,,,
_ _
___ _________________ ________ ________
/30 /30
0,025 0.0 .020 1_ A 0.020 0.020 0.0 5
�__----- `\ ------------------- -------- -------- ----------------- ----------------- -------- ---------1_------ - -- --- 1 -----------------------------------------------
- .- _ _- ''-� 128.07
/24./4 125.3�
/20 - 111 + 5 0 . 0 0 /20
/40 WETLAN D
/40
_•,...4 -411_
0.025 0.020 0.020 ) 0.020 0.020 0.025 /30
---""- 127e89
124.37 ��'-"�" 126.01
/20 /20
i111 + 00 . 00
WETLAN D
140 � l40
W
/3 --------------- ----------------- 0.025 0.020 0.020 1 0.020 0.020 0.025 /30
/24.59 -- ________ ________ ____/20 110 �0 . /20
L
Q
co
WETLAN D
�, �40 Lc
E
3
c
L
0
0.025 0.010 0 020 1 0.020 0.020 0.025 1.30
t - _ ___-------------------------- -- ---____------ ------------ --
------- -------- ----------------------------_-_ J 5
— --124082
"- 127.89 _
------____________ ________ ___ ____ ___ _ _ _______ _ __------ -------------
w /20 110 + 00 . 00 /20
w RK�
„� L P:[phone]
GLI 8601 Six Forks Road,Forum 1,Suite 700
oRaleigh,North Carolina 27615-3960
N NC License No.F-0112
oL
Engineers I Construction Managers I Planners 1 Scientists
-
o= www.rkk.comiiiMa AL
� ._ 150 1�0 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 4�0 50 60 70 80 90 1 0 1 0 120 •
Responsive People i Creative Solutions
00 cc L_

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
// DENOTES TEMPORARY
FILL IN WETLAND 1-5986A /5
03 ILW SHEET NO.
50 25 0 50 100 DENOTES FILL IN O�o,'� ROADWAY DESIGN HYDRAULICS
//� WETLAND N 2p�2� ENGINEER ENGINEER itlind_ ,�GLI -Fri
SCALE * * * DENOTES MECHANIZED
* * *
* * * CLEARING
// DEN INE WETLANDTION //
1.611
�P�
p�2A��, DOCUMENT NOT CONSIDERED FINAL
N 2a6° UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 29 OF 163
ti
6q,
Zap A°� 580°` .
0 �3 T
I
.k WK _k
.k. ..k. ..k.
41 \ ...k ...k
SITE 11 _k• .k ..k ..k
LATERAL 6' BASE DITCH
1— . C O 2���i`� O.,�a\ O R _ 'RO �WO�` ,N WIRE FENCE 0 _ HW R =
W A LATERAL 4 BASE DITCH N Ap5 0� / 1101, SEE DETAIL L IN
W SEE DETAIL J \ s / J
/ \ \ WOODS SITE 11 LATERAL E4' BASE DETAIL DITCH
WOODS \ o
I
...k
\ J LLI
rr. HW _ _ _ _ �_ / REMOVE EXISTING FENCE WJ ,...1 I-__��___�`� ___` W
'����_
W ` - - - EXISTING �� X
-------------------------- -���� �C= Afirdlirff, ♦ F- X.
9l x —X NXR/W I � ���— ---------�—�� WO I
LLI ---- _c.. _.r.4 . . -ice` - �k �k �k �k �k �k �k�k �k �k �k �k �k �k �k �iF T�"�— (� ,_�� �- - -- _ /.. : s-�: __ mac_ :r : ------------- ----- - —� �
•
421fr'r AdriegrAgile Ace
lyier AllArailehlpr . , , .
iffpWir4g741I-1:‘,:arip; NV,, F ,
AIVATOPPAr, Ar,ArArldr -
,.. T T T T T T s i i i 1 i 1 F F F F
Q 1 II LLI
Q WITH FLOWABLE FILL ' >p COO - - —1'CUC-&-FfLI— li T —
+ -II - WITH FLQWABLE�JLLLL— _ 0
+ _ _ l 95 SdL 37'BS i i - 6;11 li 0
_ - -°--- — �iI _ _ —125+00— —L— —_ — 130+00 0
lk T 2GIA-WSF r' 4t8ON �1rIV N 29°29' S5.2" E _ — . . — _ - — - - - 2GIB-WSF - 15" RCP-IV 48" RCP-IV 2GIA-WSF i I +
• MODE DI —L--- ----L— L S ---1 A N
■ 'T = T 2GIA-WSF MTL II ,Tr 2GIB-WSF 15" RCP-IV REMOVE DI 2GIA-WSF -_--- M
N
wl
— - �i I
1-95 L 37'Bs �I _ —�i OT-
7
ST WITH FLOWABLE FILL 2GIB-WSF PLUG & FILL ' 1
dv`Ffi� FLOWABLE FItL 1
___IL
W GREU TL-3 1 I J_ _L--1-1 1 1 _L--1--1 _L- _ 1 1 r _ J_ _L--1 _L 1 1 1 1
JB W/MH
1 RCP-III •r/rrlrr Puri i
� �� � �'�,1�.�. Iw,l:rnr � ,�i�. .�LA�. .A/ .w�►w��wlw��ww .�� riur+i.r.�;.. - -- --
Z � � ll�rllali,/11 r1[1�1/Ir��rirdi dre i:l/IiC/rr orl,uas/rr.irl.i1e oAlni /rr�/1 ttlo .i!/_i/IJ�%I,Y1lr%r r r;,�-',u - F -------
--11 ,` ------r/r�///71rirwooreI,/r owo-rr-I/r.1-r 000mm000/►�rU./r�1o1� ,_..._ __ __!. ,1���_ /IJr.//Lr n1.1/1.In.111.Ir1./IIAR.r//A//A/1�11rirr/�1r_/iI_I�ir�r�///�Y11A1r.Irrirl_I,AIY..1/1 ---------- __
__ . . . . . 'L• . _..r,./rr.r//.r/r2/rr�rr�Ur�Cr1a�11GM/!/_r///1_L/i��/ //1./11,111/'IIIr�r//A1/.ir1.�/1�rF r////_/I ► � r � � � � � � •� . .... .. ._. � � � � r � � �..._.�--`- 7 ----- _ � -
J F nw — ?k * * * ** * * * _ F _ �k * �k�k * .* * - '. . ._ _ �k _ - r_�'1" �y dP a � %MT`0 �-_� �—,�s.�► _ W
:�� III%I�/����� ��__�� • - . . - x— Z
m j� �r \A/� - E PROTECTION Exisru °qg TONS CL I RIPRAP ��;ii � r C C
98 TONS CL I RIPRAP •,t"y., 14 3 _ - - W/CL B RIP RAP REMOVE EXISTING FENCE W/52 SY GEO FAB ii LATERAL V DITCH SPECIAL CUT DITCH
U W/52 SY GEO FAB !4 ©� LATERAL 4 BASE-DITCH SEE DETAIL K •
mi
r 'Z,,A C �L SEE DETAIL H �L' �. SEE DETAIL P
O O '�Q1► (� O p _ R •
_ ,� ,� O • SEE DETAIL U
, 7 r
Q woods �,o �40i; A �' © , Q Q10=99.48 cfs Or- PROP. WOVEN WIRE FENCE t '
Vl =1.99fvcs, w vSTANDARD 8 BASE DITCH F0m SEE DETAIL AI P CO 1l✓ rn �C Bosin
Q10=116.4 cfs SITE 12 -- �;�r — - _ 47ME •
a
V10=1.92 ft/s
1 / . \ .. - STANDARD 8'.WASE DITCH `
Co / / SEE DETAIL W +00.00
140.00', 175.00' RT
WL
-; \ ..k. ..k ..k
.k.\
, ...k. ..k
--- .
H-_,, .k ...k
0
k .k.
O _k ..k.
(,)
COcf-) ...k \ ..k.
7
C
o °s5 us
i
E
II
cn
I-
E \
0c
w
0_
i
RKOC
(r)
0 P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
0,
Raleigh,North Carolina 27615-3960
o FOR -LLT SEC1- PROFILE SEE SHTS. 94 THRU 95 NC License No. F-0112
\-o FOR -LRT SEC1- PROFILE SEE SHTS. 94 THRU 95 Engineers Construction Managers Planners Scientists
�_ www.rkk.com
cocL_ FOR DITCH DETAILS SEE SHTS. 2 D-1 THRU 2D-2 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
// DENOTES TEMPORARY
FILL IN WETLAND /-5986A /5
03 RAW SHEET NO.
50 25 0 50 100 DENOTES FILL IN p�2o-5c' ROADWAY DESIGN HYDRAULICS
//� WETLAND N itill \ � ENGINEER ENGINEER
G LI
• * * * DENOTES MECHANIZED
SCALE *• ** * • * CLEARING
// DENONE WETLANDTION //
1.611
P�
p�2A��, DOCUMENT NOT CONSIDERED FINAL
2a6° UNLESS ALL SIGNATURES COMPLETED
PE RM I T DRAWI NG
SHEET 30 OF 163
ti
6q,
Zap A°� S80°23 >
0 �3 T
I
I .___, _k
� WK
..k
i
-,(-- ----/*41 1 ..k.
_k .k ..k ._k
..k ..ko _,
SITE 11 �� �(p - LATERAL 6' BASE DITCH
C _ u �i - J R T RO /. At_D`' E FAN( Q HW R SEE DETAIL L
CO
W 0\ A LATERAL 4' BASE DITCH p��A�S O �, \ , �� O `/I/ J, O 0 O
SEE DET IL J s . / I ��/ I�_ TERAL 4' BASE DIT H
W ODDS • -. / I WOODS ' SITE 11 \ SEE DETAIL J
LLI
� HW �L' �
_ �� _ _ REMOVE EXISTING FENCE WJ 'y0 _•__� m. '��'rfl_�___ WA - WW - , � F— — —i9l 17 EXISTINXR/W X _id
' �'�wr�� I WI � !W.dIW►I I
LLI , -4- .„,--, • , • ,___( . • :40:034-;04jor- ----- f vi r a• �c �k �Ic �k �Ic �k �c �c �c �c �c �c "�Ffi'�„�— ower-
`/ �� .
e,
Feelliarrffr AllrAr" : . Arafrer ,
�� .�s ��i ._ �� F F F F
p •
•WrAgrae / W
_ > C0• I u` -1-k.--____H_____________ -PLUG-& rI L1 —
O - - WITH FLCl1pCA@LE_ELLL — 0
1-95 BL 37'BS I _ _ °'I ■
D3� III iee` 0-
CD /20+00 ; /25+00 —L— — -61 _ 0
i 2GIA-WSF — - oN �rIV , N 29° 29' 55.2" E I --. _ — - — — — — 2GIB-WSF — 15" RCP-IV— — 1 �,...,:, ; 2GIA-WSF I — i— —
• 2GIA-WSF IvI__ REMOVE DI — •
- - -- -- �� . �. �� — - -- — — — — — — — — — — I
— — -2GIB WSF - _ 2GIA-WSF
WII N
?T-
1-95 NBL 37'B 711 -- � _
1 1
r. 126.0
ce
1 .
..1 ;. ' WI 11-1PLOWABLE FILL z<e 2GIB-WSF PLUG & FILL IJ O
1 < ITH FLOWABLE FILL I I - 124.0 CO
W GREU I TL-3 , 1 1 1 L - 1 {ee-- J 1 1 —�� 4/ 1 1 1 1 I 1 1 1 1 I 1 5 1 1 1 L 1 1 1 •
1
I � .�''.�,/�,�� , �r �.��.� 1 RC III I. � .•Zz�
Z 5 '. ► ►,rrrl2rlrllll�rrPvrl•-1w.1C1rr1rEr16410 r ► / 1 /�/1i//111 ► ► i ► vowJ11E/li//1/1'011//I'f//r111all Gr1"11f* r"i" 1111rrr1 D"1511 — --
LII: r ► � �m rr tik-okr,,ARK rrr,rrr/I� /rl m . , i111 war 1 "" F ---- -------
1
� _* ` r � rrlarr.rrr/r1//r11,/1rG1H�Ir1�1/1�1_r1//111�IIri.Ir1.� r'r1/1�/11!IIrr�1//��/r��Ir'':1�1 /r►/r/!//r.r11�11.1.�1/1y111A//III/i/11i/r///��/r�1r�1/r��rr��/r�1.r_I�r�r4/rr�111ir/Yi111i111�r1Y!111/d11rL/I�i!/_�/IJ�/LJ�r/%I�ar.r.�•�-,_,�_ - — -------- F_
7r
Allikalk. * Fi. �.�. W
J ��:Ii�,r�rarr�llcm,n1.�Ir.Imhr�ur�erlailrci//!�Iir�i�r_* * * � I��� ���`a `w�—`_—� P� —,—�_ecr _
�7�.• �� _ T E PROTECTION STING R/W iy%i' ����r— �" �'--
z Z 1yyy�i,. �� /� 98 TONS CL I RIPRAP .V,ry� C C
0 98 TO I RIPRAP „��y,, «�. 3k -- W/CL B RIP RAP REMOVE EXISTING FENCE w/52 SY GEO FAB ''It _ LATERAL V DITCH SPECIAL 'UT DITCH
v U W/52 �Y GEO FAB �, 71PP- LATERAL 4 BASE DITCH SEE DETAIL K miw`� , - SEE DETAIL H , r SEE IETAIL U
Lc
,� a Kt1A ,• • / SEE DETAIL P 1
ei
a Q 'WOODS A�1�`� �I/%; I
v� W 4 % _ciQ10=99.48 cfs W PROP. WOVEN WIRE FENCE
m STAN RD 8 BASE DITCH e♦* N -\ 1.-
0 SEE DETAIL AI P�AJJ / VAPA_
— LC BCISIQ,o-„6.4 cfs •
SIIJE2 e� — - 4741, E . . a
V10=1.92 ft/s
•
1 -* STA RD 8' E DITCH
(o / SEE DETAIL —
00.00
co 140.00', 17500' RT
'-% ?k)
WL- c-..-'
--*\ 1
z,
0
H-3, .k ...k ..k.
O ...k ..k
„.) ..k.
cf-) ...k. \
, ...k. ..k.
(,)
o-,
-,
.,
ro
`Js �s
o °s ,.u„
±,
0
E
E
0
s_
'>' \
w
cn
I—
E \
cc
w
w RKOC
i
(r)
O P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
o' Raleigh,North Carolina 27615-3960
o s FOR —LLT SEC1— PROFILE SEE SHTS. 94 THRU 95 NC License No. F-0112
�
-o FOR —LRT SEC1— PROFILE SEE SHTS. 94 THRU 95 Engineers I Construction Managers I Planners I Scientists
(\j www.rkk.com
c2L� FOR DITCH DETAILS SEE SHTS. 2 D-1 THRU 2D-2 Responsive People I Creative Solutions

Submitted 9/2/2020
0 I I I — I PROJECT REFERENCE NO. SHEET NO.
tr I-5986A
ISM
I I I I I
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I
' ' H
& 12
•
' STA . I PERMIT DAWIN9
. • . SHEET 1 OF 163' I
I I
I , I 1 1 II
1
I I I I I c -L- StA. 121 +o I I
r
I SKw=90 _
II
130 130
,...4)
•
•
. tt.r...,
, , .
, .
120
--- ---------\--
\— — ` 2 @ 48"' RCP—IV ♦ ♦ EXISTING 120
N.
GROUND
/ V- ....-41
N
I /
S = 0.3% r
NY�/S = 116, 63'
110 PROPOSED PROPOSED 110
E LEVATI O N — 116.65' E LEVATI O N .- 115.95'
E
01
N
J
I—
/H^
V 1
J
J
0_
4)
I I I
E
L
0_
1
- - - - - -
1
Q
CO
CO
IS)
I
01
C
3
L
P
E
(not buried)
0
s_
i i i 1 1 i — 204,(length _ )up
,_
cc
ieeK
nJ
i_
P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO c NC License No. F-0112
L
�� U1 Engineers I Construction Managers I Planners I Scientists
�_
a) 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
ooJ
opi2CL_ Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
tr I-5986A
ROADWAY DESIGN HYDRAULICS
Lc I
ENGINEER ENGINEER
' ' STA . PERMIT DRAWING
. . . SHEETi2OF, 163
, mil
1 , 1 1 1
1
1 _
ri G P. W
1 I 1 I 1
I I c -L- S A. 128 + 0Q _
SIW=90
130 130
b 0 z
` �— ♦ i- _
%
IN-...''''''7\17.147
%'' EXISTING
120 ---- ______
GROUND 120
r
---_---
2 @ 48" RCP—IV --------- _
.—vim
S = 0.3% NWS = 117.89'
PROPOSED N PROPOSED
110 ELEVATION = 118.10' ELEVATION = 117.40' 110
C
7
w
I—
/H^
V 1
J
w
0_
4)
3
I
E
L
Q
I
- - - - -
1
Q
CO
CO
LS)
1
cp
o1
C
3
L
P
(not buried)
0
s_
i i i 1 i w (length _— 212 ),
I
up
,_
cc
I•CgSf
nw
P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO c , NC License No. F-0112
L
�� u1 Engineers I Construction Managers I Planners I Scientists
�_ c 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
oo_
cpELw Responsive People 1 Creative Solutions

Submitted 9/2/2020
�° 0 5 10 PROJ. REFERENCE NO. SHEET NO.
cn SITE 11 & 1 I -5986A Si X -68
1 0 1 0 130 120 1 0 100 90 80 0 610 50 40 30 210 10 0 1 20 30 40 50 60 710 80 90 100 1 0 120 130 140 150
PERMIT DAWING
140 WETLAND SHEET 33 OF 163 No
.4111 I. WETLAND
....
/_ 0 V /10
0.025 0.020 0.020 1A 0.020 0.020 0.025 N
4:1 --------------- r- -- - - ------ 1 --------------------__--------F------------------------------______ L
1211 ------------------------ 123.36
120
_------_____-------------------------------------_
125 + 50 . 0
no 110
140 WETLAND ETLA 140
WETLAND _.... W N
_....
130 /30
0.025 0.020 0 020 1A 0.020 0.020
L 0.025 51
___ _________ ___ -,Niiiiiiii...42/
125 + 00 . 00
//oI/O
/4o WETLAND WETLAND WETLAND 140
/_30 /30
E073 0.020 0.020 `V
0.025 1 1 0.020 0.020 0.0i5
0_
X 124 + 50 . O
3 I/O I I/O
E
L
a
L
Q
CO
CC
Cr
LC
/
U
�, 140 WETLAND WETLAND WETLAN /4o
... I.
s_
/
T
-R i_30 1 -..
CD 4
0 3 0.025 0.0 0 0 020-- 1- 1 0.020 0.020 0.025
E
w, 120 -- 123.85 /20
w
124 + 00 . 00 RK (
/
/1� Nip �,,h P:[phone]
or'
_ IV 1 Raleighl,No hsCarolliina27615-3960 700
N
o NC License No.F-0112
L
0
Engineers I Construction Managers I Planners I Scientists
CD a, www.rkk.com
00LE_ 150 1�0 130 120 110 100 90 80 70 610 50 40 30 210 10 1p 20 30 410 50 60 7]0
00 CC LL 80 90 1110 110 120 Responsive People Creative Solutions

Submitted 9/2/2020
m \ PROJECT REFERENCE NO. SHEET NO.
/-5986A /6
co RAWSHEET NO.
jQ 25 QjQ 100 GLI
DE /, ROADWAY
NGIN DERSIGN ENGINEERS
iti11NOTES FILL IN /�,
SCALE //// WETLAND 1-°
\ 2;31\--‘1>'
/
N-‘,P°
\ /
DOCUMENT NOT CONSIDERED FINAL
(.- UNLESS ALL SIGNATURES COMPLETED
MI ON G EDW RDS, JR PERMIT DRAWING
/
G RALDINE G WARDS
SHEET 34 OF 163
DB 2350 PG 163
/ \
N 25°59'37" E
196.90'
POND I BILLIE MCGIRT EVERETT COSTON
TEW FAMILY, LLC
POND C/O LACIE C TEW, MANAGER DB 2469 PG 564
DB 6151 PG 282
DB 3190 PG 598
PB 58 PG 87
BM #7 \ .
J
SITE 11 op s ------ ==C'._- ---SOIL
o o o R •e PROP.WOVEN WIRE FENCE0 BILLBOARD; I..
LATERAL 'V' DITCH HW 6 R o� !
C — won SEE DETAIL K LATERAL '4' BASE DITCH 00� D= ��� l
// --------�______ SEE DETAIL J © CHORD ,, ,
W LATERAL 4' BASE DITCH SPECIAL CUT 4' BASE DITCH ----------------- LATERAL 4' BASE DITCH -0 t W
SEE DETAIL J _
TW \J // SEED • L F_ -----_ C SEE DETAIL J _��__--�� __ _�
i L // <C Ri W MON \� — wok I NEN � i�����a� alr&mrari��N wee u aawo■
/ X X X X . �: __� �T ��� - -1 _ �- r— i v X X �X
/ X X X X X X '� �� i —�_� w w� ,� � 11��W[ II����[J����� �����
W /�' F Fes' Wi .0 REMOVE EXISTING FENCE F BL-II9 BL-120 -- — — F W
W W
Cl) ISr U)
0 IO'BST
O — _- _ PLUG & FILL II n 0
O• — - ViTI�FL$WA1�tE-WIT — ,� i-95 SttL si'tts/ 0
II
l-95 5BL S/'BSI
0 — - - —�35+00 42" kCP-IV /40+00 _ 145+00 O
c j — — — — — — — — — — — — — iii 3.5'f�IA-WSF 11)
---L---s- s----L-—s----L-----L---s----L---s---- 2GIA-WSF
---L---L---Z----L T I - e = L— - - _--- ----L Z--s--- S T —� Ct
■ ■ — REMOVE DI 2GIA WSF 24'� R P-IV MTL 2GIB-TWSF
■ II
Q -• - - 95 NFL 37'BST
I—
PLUG & FILL
p —°FFI+i--hLE3�AFAK +FI n 9.5'BST —
■ 1
6 AT-
—11 \ INV (FES)=122.48' I • -
GREU TL-3 II • 1
W REMOVE EXISTING FENCE _ ___________________ _ _ W
X
R/W MON \A/ WS !,. \ / X X
SPECIAL CUT DITCH STANDARD 6' BASE DITCH __ --------- J
C T SEE DETAIL U R SEE DETAIL W -- --------------------R ----------------------WOODS ----- -C =
i o ,,1, 0 0 0 0
0 Q ► c p�t o o CHORD o
�o V •
rr WOODS I E_ 0
_ E SPECIAL CUT DITCH PROP°WOV�U WIRE FENC V
E
p 20 TONS CL I RIPRAP SEE DETAIL B
Q rn rn W/39 SY GEO FAB Q
2 +— PDE O
C CAROLYN R SPIVEY-01
ILLIE ��VERETT COSTON
Q LIFE ESTATE I D 69 PG
c� I
DB 4883 PG 0202
Lc
/
C
O t
0 DEAN C BUIE
Ui' TRUSTEE FOR
m KERI NICOLE BUIE
DB6266 PG 130
PB 58 PG 87
L
0
C
0
E
C
O
L
W
UDI
/El—
/
P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
o
Raleio � N C Lg ense No. Fh,North r0112 olina 27615-3960
o FOR -LLT SEC1- PROFILE SEE SHTS. 95 THRU 96
CO M W /
� FOR -LRT SEC1- PROFILE SEE SHTS. 95 THRU 96 Engineers I Construction Managers I Planners I Scientists
�_ www.rkk.com
��� FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 Responsive PeopleICreativeSolutions

Submitted 9/2/2020
on
PROJECT REFERENCE NO. SHEET NO.
o-
/-5986A /6
03 ' R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
50 25 O 50 OO I / \ / ENGINEER ENGINEER
iliti //C/ DENOTESWETLAND NO
IN ON\
SCALE \ 1-
o �
�P
/
/
DOCUMENT NOT CONSIDERED FINAL
7---
C - UNLESS ALL SIGNATURES COMPLETED
MI ON G EDW RDS, JR PERMIT DRAWING
/
G RALDINE G WARDS
SHEET 35 OF 163
DB 2350 PG 163
L
N 25°59'37" E
196.90'
__......7
' POND I BILLIE MCGIRT EVERETT COSTON
TEW FAMILY, LLC
POND C/0 LACIE C TEW, MANAGER DB 2469 PG 564
DB 6151 PG 282
DB 3190 PG 598
_________—:v
PB 58 PG 87
I BM #7
St ' SITE 11r7"-----\••- •
fas_aiii, 0f0h ', 10) 7. . .L� • _ _ �� PROP.WOVEN WIRE FENCE �� • BILLB � ' -- soil _ _ 111.4
LATERAL 'V' DITCH v R Id
�.
- 16r7
C _ — won SEE DETAIL K LATERAL '4' BASE DITCH _OODS • ��
1,3
SEE DETAIL J © CHORD 0* Ne. W
: ' UP '‘. -.,
i� LATERAL 4' B . DITCH _ LATERAL 4 BASE DITCH me
W i SEE DET•IL J SPECIALSEE D` •
:BL F_ C� __ C SEE DETAIL J 1111WIL
C RiW MON »e � 1A►����w_�� `�_�Ik�wR i ISI __ � � LLJ
�- a,'2" w j mom= R8.8 _� ;► ��� _,IMY' .0rAdv_ia� �7i�AW►miwA► r v 1F ► i 1tWA�i%./i 111We _AI_ x X �'X- W
W ,�'/F '+>,':-;- EXISTING FENCE BL-119 'z6.0— ' s`�- -i--i►� BL-I 0 - --- F W
128.0 W
-- ,. WI
•82l r Cl))
9 82� - ��
O — _ /U'Lis O
��
O - NLu� FILL 9 00
O �WITH-FL@WA1BtE-F1ti— i-95 3BL Jr BS! 0
■ l-y5 SBL 37'BST n � "� ■
O -�35+QQ — - �e ,� 42" RCP-IV 3.5'� IIA-WSF - - 1
40A0
0
/45+QQ 0
— �� 2G1 .SF N 955.2E •, I�,_ La
-- ---L---Z---_L_ T 1 L -I -T
T
WSF �4�' RRP-1V I. _T I. --MTL-_T----L---s---Oc1z---_T----L---_r----L---1--- .. is _ . V.
_ REMOVE DIT+ -- MTV 3g,2�fp�= T
- - ■��.•
Q 1-95 NBL 37'BST i 95 NBL 37'BST
PLUG & FILL II ~ �'�--- _ L..
28.8
-_
CO ,zs.e —°FFIi■I--FLF�AhAKL� r 9.5'BST �� _ 128.0 VJ
•
J - /2 - 124.0-------N -J
GREU TL-3 INV (FES)=122.�� �-
LIJICI r _ EJ21
Z — . ---a. jr. -�- _--. _ ^---_— . - .r." �iL• �L X X X X X X X volll
_ �- , _ X X • • X. . . . . aszi Z
CP
J SP CI• C� DITCH - _____
.m STANDARD 6' BASE DITCH - - ti� J
z T S ' DETAIL U R _ .9z `Z SEE DETAIL W �- - C T
i _ • +
O O O A f
�28.8y
•
v
c� • WOODS ,z� AL CUT DITCH .WOV -Al WIRE FENC V
l' \ E $EE DETAIL B
il:C
0 m�.. rn p 20 T CL I RIPRAP
m ; "i rn W/39enS, GEO FAB m
1 •
m� % +� PDE O •
11 0� m
CAROLY rIVEYA? /-7N-
0.0/ V ILLIE - VERETT COSTON
LIFE E TAT Z mJ t. D P
CrOa DB 4883 2 02 �28.9
Ln
i
c
0 z
J
DEAN C BUIE
N
0 a vi
Ui' N TRUSTEE FOR
m `" KERI NICOLE BUIE
DB6266 PG 130
7 PB 58 PG 87
c
3
L
0
HD
/
HD
E
0
E
E
0
L
c
W
UD
I-
E
c,
RMS1
0_
/
P:[phone]
T)
8601 Six Forks Road,Forum 1,Suite 700
o
NC License ense No.Carolina
27615-3960
o FOR -LLT SEC1- PROFILE SEE SHTS. 95 THRU 96
�cv
FOR -LRT SEC1- PROFILE SEE SHTS. 95 THRU 96 Engineers Construction Managers Planners Scientists
�_,_ J
www.rkk.com
._ FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 ResponsivePeoplelCreativeSolutions

Submitted 9/2/2020
REVISIONS PROJECT REFERENCE NO. SHEET NO.
N 1-5986 /9
R/W SHEET NO.
SROADWAYDESIGN HYDRAULICS
� ENGINEER ENGINEER
I`
INSET A
± 1 -- 0
.w
a) SE SHE 69 E R `ZF
E ET
Ne Y4. 2i+00•�� SEE INSET A SITE 54C �'°�� >ti -' �'F/ \j•
A C s `
4 c ,.
�� PIPE MAT '� k�'\M ', '� .,`� `�\ �'// DOCUMENT NOT CONSIDERED FINAL
t
\\ i � i'/ UNLESS ALL SIGNATURES COMPLETED
CLEAN • I I,. ; our
1 — L ?
OUT I : I11: 24.tiP ,`\ ± ♦/ �� �\ x0 ti�\1
,, o P PERMIT DRAWING
N _ WS - \� �� SHEET 36 OF 163
\ . 4 as �. 1 ,� \\'�N S ��
a as \ \--, ± * .4" ��� s
r'54
-F-\ • \ . 1 \ 0
— •I • 1 \ A� a ,0 50G •
aa'
\ - Z `P• EX1SS\aG v
rF* * *7 _� �1 1 as fl N a flREtP`N • �ii.N \ fl p + © a as . o��'
\ 1 \ �3 c °�a i a '
b
. a
•
., -,
/-\ :.:.- .` X--_.,.•
x� x4:ss ivx p0 / IT 3 a >�
\ ._ .
1 j ..... ...ir ± ± ± ± ± ±
, ,,,..,
,\ \,
" ± ±
•
I zE ±
± ±
INSET F __if55�� _ ,- ± ±
. ± ± ± ,,
± ,
I fl \\ ± --/ ± ±/-�iss�' �c dl I B RETAIN CB p �'h' �' _ �e"A•' ' 1 1' 1 . � 1' / \\1 1
TT/ + \
E \ \ ±
ISrIN� ��A FENCE a 7. .. ._.,..,.....,..._••
� ,- cP�F� . \\ \ ,-- -± ± 1 1 © - I ± 1 .... N
EX \ \ 1 >�00
\ 1 t—
+es.00 RETaN • /// � \ :y\; >� \\) \ x ��1a=x--,-- W
140.00',165.00'LT _. -fix - ' 2
•
• F,/ 1 \ ; \\\ >� .. . SITE 14 ± X RTgINXEXIS RING FENCE X\ \ x
w000s. POND a BI OARD / i \\ >� WOODS & s'� Bw X —T e�
/ 1
��� ROCK FILL IN TPOND O a • „ ., .. •' cA
x X X w
SEE DETAIL AN i / to \\ � \ x�X�X .. . . .. v/
_ 48'w
POND O .. WOODS HOODS ,. i .. ..SP. H SP.
00 AZ) :.a PROP.l�pl/EN W/REF •
�' O // / IT 13 \4, �x�
_ +00
r `.SCY[--____ • • F �_- 35 /% / /�•. �1 S E \ SEE INSET F /'\\ ��� SEE �.ILL� � CS E DETAIL UT 7'BASE DITCH ---------- C ci
O
C' 46• w 4 I s ..-.—-^-— Cr--— -_ / x 48 ww - �/_ � � <—
x / _
• RrN o, X x x— �`!'— .. .. .-�. F .. /i/ -/ �'F .._x� �X—rX \ lik \y, _ \ J=.�_�_ ��r�ll�'__ / < < LA
Ili C
00
N --- — j/ ---- I '41 � \
0
o _ ��y
-- •� - —��IMIIMIAMINIFW PLUG & FILL
W1-95 SBL 47'BST ---- -- ---
W 1-95 SBL IT'B5T -VitpLOINXITEE Inl---- I-
y/ - --- --- 1-95 TB( 47'BST �3 = VJ
O 18"RCP-IV 2GIB-WSF %/• to w- ---- -- I� Um 1
O - REMOVE DI 2GIB-WSF �15"RCP-IV - IW-•W 2GIB-WSF - J
N �' E p REMOVE DI I dart-WSF 15"RCF�V� I 1
O2GIB WSF M LII- J_--------- --- 5"RCP-IV - — ;m:
- -- ---- - - - - - MTL:l.
O G MTL hI I: I 15"RCP-IVy�7 \ --_ REMOVE DI ww '�2GIB-WSF _ 2GIA-WSF 2GIB-WSF Z
mN. ----_ /-95 NBL VM BST Il�o' -- ,r --- ��-LJC+-� L--- \ W/FLOWABLE FILL rw--- I-DO NBL VAR BSTW/FLOWABLE FILL - _II PLUG & FILL �� - aw 0
' GREU TL-3 u • - _ ---- Gf 'IN + E Q
1SBYL�— B'Ww ISBw ' --- - - ! \�\ ..r` F1"-
- 'I
SEE INSETE� �—�—�—� —ate -- _ _ FF \ O Ic_ •T. I A -x ` 1 ,_. WW FENCE \ _ 1(�"_ —1L _ --_ _.�� 1C� pX 6 fl � p BEGIN WW FERCE- /-\ ` OX X- -IX—X 1�—>� __1( -:_ X X X X lr--X X X '-- w HHHH 8' Sgw _ \ \ 20 TONS CL I RIPRAP A -
..I N16 YPOVERTY FATS RO v»BST SPECIAL CUT DITCH �/\ / /AI(j CLA N Z� SR IB6 POVERTY FATS RD ffiBSi —I!. __ 2 TO • CL B R!'RAP r. �\ _ O�5T- SEE DETAIL B —FO C MAIN T -651 - ..W -- —�--� --r-- 5 TONS CL B RIPRAP �� _- E STANDARD V b' H C 4v ww& I :w �¢ WGi9 SY GEOFAB �� \\_'` -_- __ _ --.-- -wna sr�tarzB--"dL_ - _____I55 F55 -4` rss-- ___ _ et1► C �'i sr G of B \ SEE INSET B \_8 _ �:T I `� SEE DETAIL T a \ _ Il, ` \lk-
Z - EF` - SO L'. N N E,„\ 4- W - -- EIP ----Nz r� - - ---- Lss_����P ��_�_ 'L`�,��—_�� a C -- \ xLam- ° �. -W-- •1 .. ----8 -! * s 'fl© • I IG/ Nam\ �--e 27.3
- - \ ---. _ \ �\ �_ � `iv as ' rti©© ��' Cy WOV X ` =co N`sS0/L"` • • i• \• � • e,. --_�`r_ \ \ \ �:�' aaq/Sr7 -J:"R/P NWIREFENO \ /�14
U I I L a ,I�E1�EPNON F �� \\ 'i40 \ wRDkillihrilidskic
\ /i,s i #I s` I \ ------- a OPTIC TEST STATION \��� � ` _ \\ \ a o g ^' + / \ „., `,Q ,. `s 1 ` a IIaI ... - 1 `�_ \\ \\ END GIARE SCREEN a a WO • •;�yi•Y'� �V h
C `, `` ; -`` I .. ',0_,....
i+ \ \ \�\\ BEGIN WW FENCE M \ .1 1 ' 'WOVE•
5�L wDDDs �_ ���\�\\r\\ ''''•
\� ° 'rp\ SITE 15 WOVE* w�R - cti w
• — WOODS' 1 p p \ \ a .
° a 1 '�,.. I WOODS /M 1 �, )r..T pppp\ \\ \rs\\ \\\ 3 >�
$ `/V N GLARE SCREEN l/ •'� I �rsr„D \ \ •-..\ \ \ .. .. +.T �'CS:'� p "000 • .. .r a 41
© POND RN\ \\ \�\\ © a as a a • s
1.
1P i0 a la
W '`!....;\
N 2 �' }' •
\ \\ \ �m//,y�/� f� a � y. .y
0 0 4 m;nn •o s N \ \\\ WOODS \\��\rc�\\ \ "� �\ a `W a ....�'�frL{' a �\ �' TOE PROTECTION �� INSET C
t" ±11. �.. \ L\ \\ \ I\ °a aaaa a ,(:•}a \ '\ SEELDETAIL HP v�0
' I \�\ \� a ��, as f �,... \.. \ '
i:'-',.„...
SI
\ \ 0-81
--....." 116,....marn i. ii% 1114----- \ \e SITE 15 �... N<59.' ���►i
',,T'ltt;3 ...
\ \ m �\�\sue\ � \aQ • ( � �.
N 40.47'19'E \ B \ \ \
\A
\ \ \\ SET C '
\ \
- � ///.%i!g/b _ \\ \ \ \\2 \ \\'\ \\`\\ \c43 \\\ \P\ a S\ ENO HW•
- �_ _�./� w \ JG \ \\\r \ \pop\
1-__......,...........B JB w/M'v-11114111111111111ft,
48rr WN \ � .,�\ ---Tie.,.;,_,.,. 'Is.� 4/ ,� a �'
44r0 Hp
rn.rr:. rr�/rrrr�rrr/r RCP//� i ± • A�r`�: ��Ol
trr.rr.,.cu .., rrrr \ - - �� \\\ c \�
•
-13° j N�m4 \ • •,�'���/IL I i i � �\\ \ F \\\��\ z,� �..,\. HW \�.
>R
•
°� N��'g� //Ij��ji//� _ 1 c >Lr \\ \\�`�rc\ \\ors cB � \ %�� \ �� a: - -;;T
• C:NP.
m '" \ ' . . . .
'�/1, �1�>h%� �\ \mac\\ n,.. \ 1/� a
sj
s �\ s•
_ \ /C ``��%;% ;A�`* /;. • BSA 0 �r ` � •' N6j2r
v.. '.' .6, cf.
c0 _ "� I �I mot* ////�//!/Avw�� �� --- *Oct, \\r\ \ \\\r / ,
to
PR�op
p wOV � % ---- - -- INSET D \r J \Fo -: '_ ��, - R,rA'N Fxs Q.
7 \ \ EN (/j// ± 0 20 TONS CL I RIPRAP \A/ �. �,�i — i rNG x
R • W/39 SY GEOFAB N - \i\ \ 9, / sue\ ; ;y - w'\\ar\\ i \\ �\ sac
___. ..„..
,__.,
\ Nz9j456 INSET E �� �TJ� T`\ �� �� / BAKER SWAMP � ' '; �"�' ,70_�.� ,`o
1.•4.4 ti'� v. J_ 1i �.�/ ��V" \ 3W622 TONS
Sr GEIOFABP r1� .. .. �'.. ± `V' 44/
F DENOTES FILL IN pry,' �; , 3 " lc -1
50 0 50 100 /y/ / WETLAND --won \ �f.. t►_ 1 , co
APROP �V II �Z^IO=170 cfs
j " DENOTCLEA CLEARING MECHANIZED �`�- \ A �.` .!Us ���7� SEE INSET D '°-''77 r 1 ± ± V
SCALE FOR INSET INSET B �1�� �'�� woos o
DENOTES IMPACTS IN .�� �' i� �: ��_ SITE 16 Q
,,
w G �� � ���� SURFACE WATER
100 50 0 100 200IN / \ P. •
/' DENOTES TEMPORARY 2 _
///i `�tsr RI d FI5
IMPACTS IN SURFACE WATER FOR -LLT SEC1- PROFILE SEE SHTS.98 THRU 100
cc
Lu
j .
" \ �� FOR -LRT SEC1- PROFILE SEE SHTS.98 THRU 100 P1919)878-9560
p� SCALE j DENOTES TEMPORARY •� •../ •\ ssEngineers
ng ers1 Road Foram t$9els
�; FOR -Y4- PROFILE SEE SHTS.150 THRU 151 Ralei9n,Nortncarormaysis-3sso
0s- FILL IN WETLAND FOR -YSRPB- PROFILE SEE SHTS.164 THRU 165 Nr.IlrPasPNSF-ottz
FOR -YSRPC- PROFILE SEE SHTS.166 Ewww.rkk.comonsimction Mana ers Planners Sclenasts
xa FOR DITCH DETAILS SEE SHTS.2D-1 THRU 2D-2 Responsive People l Creative Solmlona
\:1
mCCLL•

Submitted 9/2/2020
REVISIONS PROJECT REFERENCE NO. SHEET NO.
N 1-5986 /9
R/W SHEET NO
co
�� ROADWAY ENGINEER DESIGN HYDRAULICS
-------------'-',±
1 i
INSET A � � � ' ��'
>� ti
E SHEET 69 1 ±
C2F
± Y4. 24+00.00 SE, �e,SEE INSET A SITE 54C 'aF �'� ��"
SINE ' 1 °� ; \NG G - cf`
'4.):4'.6::PI
.,,,_:,
f A
I/1 it r ' ` \‘,.,
$ 1 1w` 5 ' �~A DOCUMENT NOT CONSIDERED FINAL
PIPE + 1 C' s ` PIPE W� izUNLESS ALL SIGNATURES COMPLETED
CLEAN , 1 i li !- t oL t
OUT �� ��� >� p �x PERMIT DRAWING
I ,j .\\t\4‘,1 \\ I, \1\n ��olik 1 \\,,,,*. \ ± % ± I WS °0. s��P SHEET 37 OF 163
F
\ V 4\t \\‘ \3/41\ \ '-_ , ±_.....ai .,. ..„
a ,., . ,
.... ...
\ ±),.): \--Y- \\I,
F F -1411510±
\\\. \\+ ```t
�\ 1 x 4' ,‘t E +
„.
\ .0\lAV, _
\ \ *
w
\‘‘
+iqy �� :�"� ` , �• to _ ± 1
S ��
INSET .*...--:f:::.,-a,e.02, i
0
F 4 ,-f5s-' ` , 4'rm' : * * 1
7::
�Y , ���i _\\..,'� �; \} *
CI
_ass-' x 'A1,151 4. 4' � ,!�� ✓ • 1 . 1 �� \\1 1
lk.
•
E g---7A FENC , �r0oos � ;a/F!/. : T 1 1 1 1 1 1 1 1 1 © 1 1 1 1 '`/ NN EXISTING C� 14 ��/ f � 1 111111 \\ ' 1 1RETAII r �/ � / \ '.' 11 1 1 1 \ I Rix- W+85.00 6 • I \ ; 1 1 1 1FENCE \�� 1x X =x= Wa . lao.00',165.00 LT + • MIf �• \' \ \ 1 1 SITE 14 1 R TgINXEXISRING X x— 2it#git AI\
�► r7! �s'7� \ 11111 x \ 1 -
Ar
oo. Pavo0 BI : '41 / ', Vdti / / ;,: ` \\ 1 1 1 11 1 woods 1 X— w '� x —T X \
11.1611 • LL IN TPOND „ -.` ! \\ �oyr\ (f. 1 1 —x x� 1 B w 1 � 1 .. ,�.t W
I V t i I4 oyo 1 & sew
•ETAIL AN .�� 1R•.•4 \ \ �\_
\ L�+\ I�_ -%AK•'" a WOODS WOODS P 1 �( X�X x 1 X 1BASE • v+
00 ��1 ra:,ll'"� .sr� lJ4E F E ,�^ .. y 35+� O/ /alk
/ ��/ SITE 13 \\1 ` $ Y 1 i4 BASE ETAIL OTCH y C SP.CUT
DETAIL CH I
---- SEE INSET F ------- -- seP1111:-FIS
\ __ -ne ��
z in
_� � •
If- 4.47iiii
W C j/ I./ - / / / ✓---------V _r � - �S'• .. - - k.. Y?My -ar v4Jr�. -- --_ �� - i1-
n
W — -- T ..-1 — - ���_ �� PLUG & FILL — Q
W �_ I-95 SBL 4Y BST
�� -p —
_ --- —� -- -W/FLNJ[BCE Inl co
''^^ - — t-95 SBL I7'B5T --_ __
•
O 18P-1T'2GIB-WSF--- ITS#00 �-f�-- - -- �y�— .-- r-95 seL m'asr --- -—— W 3
O1V'RCP-IV REMOVE DI J W 2GIB-WSFN-40-517-463 - T W _ _ - _ - - _ _ - - - --_ ---' -T -— - - JO ----- 2GIB-WSF - - -_ - - - - -�--- - -� y wt -.ww.r \ MTL-r M L 2GIB-WSF ��r.� - -- ---- - - — - - - _inailtital:
_ •• - 7 _ — -- W
�� I - - 0 -! REMOVE DI-N �- 2GIA W 24"RCP-IV /y,�� 2GIA-WSF 2GIB-WSF Z_
�/-- -- I 2GIB-WSF ———
•
/-95 NBL VAR BST I'�+ - ��C+-� L---��_� W/PLOWABLE FILLI- ---
J
__ I-95 NBL VAR BST W/PLOWABLE FILL -- - 4J _
�� PLUG & FILL -- IJ- All - - - / II I-95 NBL VAR BST -
48•ww 158w il-----^�•' — - . �, c l l7 �. � �
x x� x—x= — x�5 -� �c rxxx_��x x-�-�— w" riFS°w--- - - _ — = — _ - .� : �-�i -r.� • . ..��>_� -_ - T CP
...I PoVERTY FLATS RO vaR BST / SPECIAL CUT DITCHCo
W --�-- - -W14SY Gt6FAB1—ysLV T - +`�5�- — .7�I� \ -. jar CLB RrrP = T.T ,�1� . 1 20 TONS CL I RIPRAP � -1 -Bsr- TATIV� l /NG C/AN Z� sR FUTs —> 5gw_— SEEDETAIL B �- Z O _��_ r r r— �� �YGEOF�B STAND. • :p��\\ WGi9$Y GEOFAB —� -` \\� •Ti _— —r—� _ - RCE - - f5s f55 �ISS-R - --��I If � T �` � ``eMAIv 2D'Br
sSEE INSET _Z eF - :rSWL 8 • • EIP\ 4 W - --- ----F EIP _ - _ F-� —� � � �\ `1\�� �A • _ y _--- (I�1SL O, , \
J ', ,� * , ,fl Rt it �' � �V ` +• \ -_--__ ALE \ ���—mad� ' � _� ,\ ,.. _�� p�`` a,1 © • _ _ B• -- - ii'Pa _\ �\ \ \ :v- �����M�,�� .ti �'�` ` •� 'RIP WOV.,N Wl Nr(, .50/[ . ; ', I iii
• • 1 'ft1 \ __Z. °ss\ \ \\\�i �'°� `''Q "�.. `� �J. RF-� ORD� /r ELETNON�F1 \ _ \ \ \ N w, +PCi , ESJSTA TION � .Z ,�a , r`s #' I 1 .• 11y �� � \\�\ �� END l y it�`�K \� a `�2��`\.� mo WO 11 :.,+.ram. ����` ' . WOODS I 1 La \ `W �« \ \\ \\\ �tBEGIN �l i�i'. �`` ` r. -� ,���^a���. �y
SEE II
L fl 1 — �� woODs I '' 11 1woo0sl1 1 1 / C ` flpp�fl\ \�\\ \\\\ �` ��� `� �. `;t STE 15 \0 Q .�` I V 1WM N GLARE SCREEN - V . 1 air \ ` w 1 a�/
\ 1PoNBAc"''\ \ \\ �� A ° A T q+ Odds 1 tt CO�n >. o,:. N 11 11111 \\W \ \ \� ` 1`?„ \+i: �i:� , "` -\ 1 1 1 .L .y �J
2,741‘
o m m,• �; > • \r\-...\ m/l �� y;� �'�i� ��,!` ', �1+� 1 1 1 1 TOE PR6TECTION I INSET C
0 0�' m Nn °o s.i icil
"Pili
WOODS \ - ••c 1>♦.�QT.�,A \ R.R L.
.� \ \,.\ ' K p �.. �1, +`* 1 _ W/CL B RIPRAPs y A"' SSy\\ tT>\ 8'`! �' / SEE DETAIL H �Qs oc �� 11 , \; <T `Aa, 1•
s 1 I v Ama c- �. `� . v v 1 1� �J .. 1 4sq\
\�\� ,<��a �'� �� �;\ SITE 15 �... 1 _6�= ied„,„b i�N 40'47'19'E Li'----- ______IMIMM.W11111°11111111Iiimitimi . 14-• (--.4,
40 (V (/
\ \
\ 166.04 \ \ \\\\ a �:-4:
�`a� .;� � SET C/ 19lM —� .r/���I%I r//�11Ie \ N a r II \ 1 \ \ a \\\�\ 3$%: +' �1M� �A 1 1
111111111111 ""1
WN . �.,rn2 .//fi11►,.G.0 �.� 1/1 1 \\ � sql • "` ` 4 /" .. �`� ` eirn /.
ilt
m ///� /% �/ �}\ , 1....., _______________________1 1 Q_�-41' 55 1 1 g c \\ \\ e \srs\ pd O IF �• • �ili''il�'� ~\� \oy' ` 1` ���.or ti l�v -
_ /LI/��Ij�►1 14 ash\ !'/ •-
s r�so _ Q r `I �� "/�✓i�!�'+ ,� —_III ; `\\ '' `\_el.`v , '"�\\` OO
to
. 11/Q1/E/v7 \ \ �a7* CE------- --- INSET D 1 � � � - ii -• !`� o
���� 20 TONS CL I RIPRAP �� •. ._- �/ .y ' v
W/39 SY GEOFAB _ '�, \ill&A�!� j�� a�
F. . : 7- -- Z
4' .w _H445IN ET E ��. \ ,SIAr •AKER SWAMP �,�y=' "� _ 1 1 � � �QN
��a - -- J ' S. of 1,8•
•' Gj�v \•, ��s1 % \ �'� 33 TONS CL I RIPRAP 1� L \ 1
�. ♦� v� \ W/62 SY GEOFAB I '•n 1
N F F� DENOTES FILL IN °.��iy,r. .- .�-_ , E• �
50 0 100 //// / WETLAND �. .`I�j`�.� C pQ cam\ Z>�, o
r �.?�
o rl ,� • • ..i----.�... •�_ •. 0/ • WOV ` %�d yTl��'A`�• _-,,, a o";' - 1 1 - 1 ,.24,
ititt50
„ DENOTCLEA CLEARING MECHANIZED / \ i l400,....4
l� •!i ���r.� ,'� SEE I 1 �,
SCALE FOR INSET INSET B +�� cn -/ 1 _ -c,���
w0
G LI ► /// DENOTES IMPACTS IN �-' sokr \
SURFACE WATER / �' /� \•' �— SITE 16 �Q
30
100 50 0 100 200 1 p• ` . '
IN .
/' DENOTES TEMPORARY .` B92l-
ililli \ I/�//i�i�,//�Lu
IMPACTS IN SURFACE WATER ��r \\ FOR -LLT SECI PROFILE SEE SHT5.98 THRU 100 PaTo�
SCALEo
•
\ �-� \ FOR -LRT SECI- PROFILE SEE SHTS.98 THRU 100 estslxFoxsRoaaFoarstsmte7oo
o� / DENOTES TEMPORARY FOR -Y4- PROFILE SEE SHTS.150 THRU 151 Raleigh North
4"y FILL IN WETLAND FOR -YSRPB PROFILE SEE SHTS.164 THRU 165 Nr.ngineePNCF-ottz
`_ FOR -YSRPC- PROFILE SEE SHTS.166 Ek�monsimc on Mana ers Planners sclemisis
m�LL•
FOR DITCH DETAILS SEE SHTS.2D-1 THRU 2D-2 ResponslvePeoplelcreacvesolmlona

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
o— 1 1
tT
I-5986A
ROADWAY DESIGN HYDRAULICS
Lc I i i
ENGINEER ENGINEER
II I
iiiiiiirTE &
16
, SA5
_ 4_
SI'A . I PERMIT DRAWING
. . .
SHEET . .38. . . OF. 163
II
1 , , mil
1 _
1
—
G
1 I 1 I I
c -Y4- STA. 37 +10
r
SKEW=119
145 145
/`------1--------
,
,
.
.
.
t
,
,
,
, N
, N
, N
135 ti 135
, \,
,
, s.
,
,
,
125 --- — NWS = 123.76' --- ----- ----- — ---' 125
---I I ' �' EXISTING
--- . , ._-- , �._. 54" WSP (NOT BURIED 1
V ► GROUND
---- r .�-. . 7
PROPOSED // N PROPOSED
ELEVATION = 124.30' EXISTING EXISTING - ELEVATION = 123.30'
7 115 El FVATION = 173.77' FLFVATION = 1?2 .34' 115
LO
1-
Eli1
_ 1
N
1 I I
E
L
Q
1
1
Q
CO
CO
LSD
1
cp
3
0
L
TRENCHLESSINSTALLATION54 " WELDED STEEL
P
E
(not buried)
0
s_
i i i 1 i (length _— 243 ,
�L
up
,_
cc
RI•CilK
,_
P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO , NC License No. F-0112
L
�� u Engineers I Construction Managers I Planners I Scientists
�_ a) 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
oo_
cpELL_ Responsive People 1 Creative Solutions

Submitted 9/2/2020
�° 0 10 20 PROJ. REFERENCE NO. SHEET NO.
CO
SIT 13
I —5986A S 1 X -1 01
/60 3 0 2 0 260 240 t 200 180 160 10 120 1 0 80 60 40 20 20 40 60 0 100 120 140 1 0 180 200 220 240 260 280 300160
WETLAND
PERMIT DRAWING
..
NO _ _ '1 - - SHEET 9 9F 163 /40
1.......
0,025 0.025 0.020 0.020, )nk ,0.020 0.020 0.025
129.16
/20 188 +OOo00
/20
160 - - /60
WETLAND
11.
/40 _ _ /40
0. 25 0.025 0.020 0.020, �-y 0.02 .020 0.025
\'- ____-- 30l ---- ------- -------- ------- 11 I�------- ----------- _J_-____ 60/ EXIST.CIP ________________
_______
/20 - 187 +50.00 _ _ _ 124.55 . /20
160 160
WETLAND'
/40 -
140_
``` --_-,_ 0.025 0.020 0.020, j ---_0_020 0.020 _—_0.025 6o EXIST.�A
_______ -4______________________--_______________________
__________
/20 187 +00.00 124.70 /20
160 /60
0
71
00
W WETLAND
/40 -----_ — _ /40
- - - 0.025 0.020 0.020� ll-ll 0.020 0.020 0.025 EXIST.C/A
._-----•7-7.---—,,_.--I______r________ I _______________________- 7___________7____-1717-7-----_-7L'-----------°_____ t
186 +50.00
3 /20 124.85 /20
L
77)1
03
LC
71
Li
H 60 60
c
0s- I
/40 r----------- _ /40
6.� 0.025 __ 0.020 0.020 _ 0_020 0.020 -- 0.025 EXIST.GA
� ___--- -i- ----- ----- --------- - -- -------__ 5°/ --- --
_______F
w /20 /25.00 1 /20
— 186 +00.00
RKK ft
c,
LLi
�+1 P: [phone]
i /00 8601 Six Forks Road, Forum 1,Suite 700
Ral eigh, North Carolina 27615-3960
o NC License No. F-0112
o Engineers I Construction Managers I Planners I Scientists
cv offC\I_ I I www.rkk.com
_ 300 2 .0 260 240 20 200 180 160 1d0 120 1C0 0 0 0 20 20 40 60 80 1( 0 120 140 1ELO 180 200 220 Responsive People I Creative Solutions

Submitted 9/2/2020
-(' 0 10 20 _ PROJ. REFERENCE NO. SHEET NO.
C\ iiiiiiiiid I -5986A Si X -103
3 0 2i30 260 240 2 0 200 1 0 160 10 140 1 0 80 60 410 20 0 20 40 60 810 1 0 120 140 160 180 200 2 0 240 24fi0 2i50 300
PEIMIT DRAWING
SITE 14 & 15
SHEET4OF163
/60 - I - - _ 16n
WETLAND WETLAND
• ►
/40 �'''' /40
'
0.025 0.025 0.020 0.020,_ A 0.020 0.020 0.025 0.025_--__ 6�I
----------------------------------------------------------------------------------------- ---- — /2�°yv '- _____________-,--- __________
/20 /92 +00000 /20
/60 /60
--------------------
WETLAND
WETLAND ,—'''
-. ►
/40 _ , _- /40
--
5e� 0.025 —_0_
___0_020 0.020, A _,0.0 0 0.020 0.025 -' �
/3576
/20 — 19/ +50.00 /20
160 ----- /60
WE LAN D '
'
-
-
0-1
140 — I - - ,--''' /40
0.025 0.025 0.020 0.020, L
0.020 0.020 0.025
------------------ ---------------------------- ---- bob -- ---___--------------------i-----_______-- ------i-------------------T'--__ 6°� - --
177
1-
-----,,
c, /20 — /9/ +00.00 — /20
X
3
L
Q
L
KC
co /8003 /80
0-
Lc
//2
�, ___/60 -------- _—_ /60
J
E -
c ice' -
-
o WETLAND ' �
E /40 — I _ -
/40
aD
7:1 _ __ _____ L_____,0.0 0 0.020 0.025 7° �,,o ��0.025 0.025 0.02 .020, / ,-''
------------------------------------------------------------------------------------------ ----- --------r--------- - - .96 s---- -----
Lu /20 1 /90+50.00 i2n
up
RKK ft
c,
LLI G I P: [phone]
up 8601 Six Forks Road, Forum 1,Suite 700
o Raleigh, North Carolina 27615-3960
o NC License No. F-0112
o S L
Engineers I Construction Managers I Planners I Scientists
EDT ], I I J I www.rkk.com
c\J _ 300 210 260 240 20 200 180 160 1d0 140 1C0 80 0 0 20 0 20 40 60 810 1C0 1�0 140 14L0 180 200 220 Responsive Peo ie I Creative Solutions

Submitted 9/2/2020
�° 0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
C3
C\ I -5986A S1 X - 155
up
10 1 0 130 120 1 0 100 90 80 70 610 50 40 30 20 10 0 10 20 30 0 50 60 710 80 90 100 1 0 120 130 140 150
SITE 15 & 6 1 PERMIT DRAWING
- SHEET 41 OF 163
/.50 WETLAND— _ WE11LAN [? 1
/.50
GLI l
/40 - / L_______0 0.0 0.030 - \ /40
138.60 \ \\
41 + 50 . 00
/20 /20
150 ETLAI'�J DWETLAND /50
/40 _ � , 0.009 0.02 g j 1 - /40
_i.
I \
----- 41 + 00 . 00 .._ ------------------ -------- ----- --------------
/20 /20
E
/50
WETLIND WETAND /50
I
/40 0.012 0.02 0 /40
DE
31 /30 -- \ /.30
S_ J--F
---------------------------------------------------------
------------------
- ----------------------------------------------------
------- ----------------------------
EC 40 + 50 . 00
co120
_ /20
Lc
71
Li
0-1 WETLk\ND WTLAN
_,....
c 1 .
L
0
T
MO MO
0
L
w, /30 1--'' 130
up
4 0 + Cs . 000 P: [phone]
w
___- RK ft
DE 8601 Six Forks Road, Forum 1,Suite 700
/20 _ _ Raleigh, North Carolina 27615-3960
o NC License No. F-0112
ocv Y4 Engineers Construction Managers Planners Scientists
offc\J_ I www.rkk.com
_ 150 121,0 0 130 120 110 100 90 80 70 610 50 40 30 20 10 0 10 20 30 410 50 60 0 80 90 1 10 1 0 Responsive People I Creative Solutions
00 caw

Submitted 9/2/2020
co
° 0 5 10 PROJ. REFERENCE NO. SHEET NO.
S IT E 5420
Cfl
I -5986A X -2
/7010 1 0 130 120 110 100 90 80 0 61050 40 30 20 10 0 1 30 40 50 60 70 0 90 100 1 0 120 130 140 150 /70
..
....
,, ---------167el9 '' PEMIT DRAWING
/60 ....
..
.....
.... ,
"- S H E ET 4 2 OF
1163 /��
...
... ,
... .. ,
... ..
.... ..
.... ..
....
... _.
1.5n --' ..
... _.
.... ....
1.50
ill,.....
..
G LI _ lirl
..
.... ,
.... ....
..
....
..,-- ... ....
.. \__,)---
...
/40 I _ /40
/30 _I /.30
22 + 50 . 00 ---------------------------
/20 _ 120
/70 /70
------------------
----- /66 23
/en ""--'' /6n
1.50 - WET1LAND J,-,- - - - - /150
.00
- -
140 ,-'' 140
-'
/30 ,-'' 130
—------------------------------ ----
_____
22 + 00 . 00
0-1
/20 /20
[0
w
I-
O)
>-
><
3 /70 /70
E
1 __-----
------ -
CID 16000 �'
LO ��""' ���\
i
��
/ �� ��
U �� ��
-- ���`
�, 1.50 ....
/gin
WETLAND
(0 "� ��
0
IC 140 1
.... , 140
E �i ��
C ��� �.-
O
L �� ���
> i� ��
i
w /3n /3n
f
RK ft
-----------------------------------------
21 + 00
w P: [phone]
i 8601 Six Forks Road, Forum 1,Suite 700
o /2n Raleigh, North Carolina 27615-3960 /20
NC License No. F-0112
o3
o Engineers I Construction Managers I Planners I Scientists
��D, www.rkk.com
� � 150 1,10 130 120 110 100 90 80 70 610 50 40 30 210 10 1 b 20 30 410 50 60 70 80 90 100 110 I Responsive People I Creative Solutions
CC i

Submitted 9/2/2020
, x
0-• / • • I 1111111111)114413"
TOE PROTECTION -YSLPD- SRS Sta.38+37.09 ' '' o \ PROJECT REFERENCE NO. SHEET NO.
/ �/ ��3 . W/CLB RIPRAP ,--_ :- i •�.r ��_ o -� ......//rrrrrr.rr�rrrrrrr�rrrr/rr/rrrrr/r rrrrrrrr�rr/rr/rr//r/// rl�
\ I I -,\--fir ll" ' �'� O _ $EE DETAIL H / \ _ L � V/ I _ CHORD �\ CHORD iI •�i� •rI .��I i' - -
/ O 4 / � ► ► .�►.�.�,A/Ai'�ILw► ...u�f�Urr�Ui���iirtrrir���irirrr���llrr[rii _ /-5986A 20
-Y P - l 4 + 7 \ 1 TONS CLB RIPRAP ►► �� _ /rrr%r f��/»rAlrrri�rri.rrr'/rr//rr��rrrrueiu�/rrr%rrr%rrrArri,/rir/'%rrr,////%rr/%rrrl/llU�.r,.-- T s RAN SHEET NO.
,1. .1..1. .1. -� 5L D SC So. 0 3 A9 W.` c�ll� T.f I(J�)AuI/�L[%/ TT T - .1C' A�•/u.,= •�•Ii...._ �O• --- / \ Wi5 SY GEOFAB .4 I 4 Ifr�rr° I _ //f3611,21 11 MI�rrrd3r5141V 11.049rr•/r ��` -/ I ' *1 %-•,. ••"l`-1W/IW. �� �� rrr • I 1/lyr����p� rr��r�(�ru I I ROADWAY DESIGN HYDRAULICS
:i� %.,nn�1)lrMrP.rrN.��►��.�a�c/_.. - - - - �������N��' -'••//��''-- �C ------ _ //////�,'. ♦ �rrr!�:� yi / �a-7i- .rc 11 i"":40 11"1 ;11 fr/�/-._//•i=+r- --_-_- - - /O - ' ENGINEER ENGINEER
y. :/ - /�rruurnnnrurrrrrrurnrrarrrrnrurr����� .... ----_- ^ C �♦ Y5LP0 CS S 36+37A9 ART' ��!% i/ / u
° Ij� � ��ii�i�i1ii�iiri�irrifiiirirrr nrrnr 12 9 mr Sri - - __-___ 5
' " RCP � �..I' - 'ice
R �%Fa . '� V �� _ /. ,r ',,,, s Cs 0-2.0 d ilr 4m5;ti ette• A 0 41:.
II , B� \ V�Q*� 25.00' � ���Y/ � 0 ..6, --_\ �NC/ HI �ii� �� "� �, �►.__ _� at
L^, LBO 6" C 9
iiii PROP.SBG rn11�7-- 8•/ 'I/R 1
Q' y0 • a 40+00 .,Ar .%5160VA ' °■a�E �' FF"ce ":„, INSET B
INSET A �Q�-�w i�ii%t'% �i�c r .r,_
�` '\ *� . , 2TMP A• i'Q�\\\\\\\ OA ,' /''/,',���j�f.:. DOCUMENT NOT CONSIDERED FINAL
4• Y �� WC G \ POND ��I/'//i�, UNLESS ALL SIGNATURES COMPLETED
M N /��R'- f' _ is Ci `� O gg°'1, Ear PERMIT D RAW I N G
,(l`SEE IL G \ i0 � _ \ \ . �/ •60 Cf$
LV` .l F IF \ \
a .� 6��` z�%� ,. ..• / � \ \ -' . �►�y + SHEET 43 OF 163
SN \ 'r\ � \ \ l i \\ �\ ROCK FILL IN POND 2 I VS ..,'c/ ,,it,�
\ n SEE DETAIL SHEET 2G-2 /
\ nn. I Ir e R /k:h N� Q
SSE 'I \ Q �\ "':. F SITE 19 riiic"� PoWD I
r�Ir.��%W !�
SP.LAT.V DITCH \a \ B•
sok00 0 SEE DETAIL A7 � \� /�, \ / Sc c wi u INN iu .. ` '����a� Ii'II _.•/��♦
WOW. MOM • \ I .lj •�
\ \ / ilii 1111:151111111.r. , -c'to T41. 4 k4I�I0 •` •',:
_N` d��i STD.V DITCH \ ."-.....\,.. \ �y \ \\ \ i4 Li"411.116 RO /4 "`z I''% "04��!�.
y
``_�',..V',24-'1 GRADE TO DRAIN��♦♦„,/ SEE DETAIL T \ \\ \
GNP. !� �'yi►�i,�'/ \\\\ \\ �\ \\\ \\\ \- #� '_�': \`' '*�
It �/ G \ it \ 1 s� 1.
MPS \ �� - \ \ - I`►' .
P / f p`j�j/ yGO�� \\\\ \ 2GI8-W55 \\ -Y Ps- T 1. 7+/ .l F\ \ 1 V ''�,'•� INSET C
Ott \ I\ \ / ill+,e,/ %,-' \ \\� / ., \ \ \` vy i
O� 10 \\I 0,,,,,
\ ���i`/ � \\ \ / N \ ..* ws, \N \ \`1 -Y5LP0- SC Sta.29+025/ X--`-‘,it'''''N-e.
� xb \ \ A \\\-
\ •C.W OS CL B RIPRAP ` \ \ \ a\ `•
ti \ -Y RPA- PI l.. l+T•B5= \ \ • \`=`, �'-Nlirfaig �!i� . .',•
�(`'�� \ \ -Y5LP0- POT Sta.26+30.98 \ \ 1' ��\ `�•.°��
.`\•• '` \Olk
\ \ . o / OFAB \�`\\ 2 TONS CL B RIPRAP\ L,qP \ \ �` � , If..
P'F, �\/�+/ �� \ W7 SY GEOFAB \ \ �\ \ \\ -YSRPA- ST Sta.39+3437 \ 1 END APPROACH SLAB , �,�.
�P, � \ �� �� v:� \ ° \\ \ \\ rs \\ o " -YSLPD- 26+96.19 / 4�.
�y�5 \bA \ i / DE TO DRVN�'� \_ // \\ \ \\ 14i
:Riallillie-:',W ' SAvR4. vott. EY RPATAI SAG WALL m \ \`, �� t. \\♦\♦.
t 4 � / / \ \ EM \ 5 S .32 6282 \ ,., , /►
RY4-192 • \ \ \\ 1 -Y5LPA- CS Ste.2/+8680 �`��� \F \`� �� . �� -Y RPA- 1. �` \ ` �`� yD+ -YSLPDEN D BRIDGE Pryo \p 7+/4. 7= \ c�
\ \ 2'-6"C&G ^ ♦�\H \ �+ \ C \\ `� LATERAL 4'BASE DITCH\` /� r- _ ���,,''' I+ 4 e-Y55PURA- POT S/o.lO+OOAO sEE DEPAa DPRDP.GUARDRAIL DOUBLE FACED ^ - - . +:..:I �� - \JO> \ BEGIN DOUBLE FACED CONCRETE •G p \\ \ I '♦, I- I ♦ \'��`►\ BARRIER -L- Sta.220+25.00 \\\\`` �© BEGIN RETAINING WALL �' � t�o,, SPECIAL CUT DITCH �./ a • \�
RETAIN EXISTING BARRIER \\ FI ' I �S SEE DETAIL B r���� `� \\`� -YSRPA STA3/+3529\ \ Y5LPA- SC Slo.l2+OOAO I��i4 '_ t �� -YSRPA SC Sta 32+94A3 \ °tib \\ \ \ \ \ �� 1 / • .. . .��`� 4 A/ • \ _ 1' A2 TONS CLB RIPRAP \_ V`/��� + v A �� \���/ Wiz$Y GEOFAB
\ r , \ N 1 •
�V.����C a ���B�s' --� \V o_ \� �` FILL& CAP AREAI� ,\ o 4 ., \ \ SPECIAL CUT DITCH , ``, BETWEEN BARRIERS W fl \\ �\ \ �o. \ . 1 / GRADE TO DRAIN 4`L�C•�\ SEE DETAIL B
I J J \ \ -Y5LPA- ST Slo•IO+O0.00= 1T�A / \.\ TONS CL B RIPRAPSPECIAL CUT DITCH �Lik �l �� \ � REMEEXISTING FENCE \ �� W 0 SY GEOFAB_ \ SITE 17 \\\
+ \ \ -L- POT Sta.205+34 35 f6/LT y�a/ ���\ '
��A/� \ O I , •
�� _\\ � , �\ \ `1• `� SEE DETAIL B v/ u / ��1Q� \\ a SPECIAL CUT DITCH / /* f GIB-W' a,'• 81lI �. • BEGIN RETAINING WALLfl \ ` : %" ��� �•G�• \\ SEE DETAIL B r �J PROP.WOVEN WIRE FENCE ,� '�,�
W WR - Y it As., ;/. 4 + . -���
\ END RETAINING WALL �� d /
II.I -YS- POC Sfo.94+6827 \ �' ,....4. �\ \ \ o --------------------000�--- --------
-L- STA203+1L408 1 ce.�': f M �� � \� a P ' ACO I- - -'\ \ \\�\I \�N END CONCRETE BARRIER s :/`+I/ / �
-
O SEE INSET A3 3 f o,0=23.7 Fs ©�°*�� FILL a cAP AREA L- STA205+58.04 ;j�-/ f 4&'WW&- \ 2B.75 ° \\\��
q - A.\/'i. I WOODS \\\ -� a `tom - X�X
BETWEEN BARRIERS / �� �. -X- - - 6 A3 c vl 0
REM ICE 98'" eti 10_L16 fee,'' ± \ .. 15".• W5 SY GEOFAB. / �\ \ --__WA SY GEOFAB . - J �•♦•,'� •, r - 30�4 GREU TL-3 C\I
1 TONS CL B RIPRAP / \ \ \ 5 TONS Cl 8 RIPRAP -- �- YSRPA Sta. O
CSP • / +, _ _ .. \ \ \\ � _-+:� .����'i1__' 1A r_ /_�lr�_i��_� T S _ O
EXISTING 30 TOE PROTECTION �' \ \ i1 2GI6-WS ♦� / SP.LAT.4'BASE DITCH • fps • DITCH i A.,i 8T/" -Y5FLY POC 44+42J5- `
O II W/CL B RIPRAP .---'1,....../ W(/'_�) * '" �/• `,♦ A HW SEE DETAIL C \=_ - - -_ - __ - -
fl �C q\ ` '`A . • Sta. ............ lime..-
,± \ .i ���y� F,; ,i•,.L c - _�t$�___-_� \ \ �7j �__- ��• 14ii.I N �/6'
SEED
C W21 SY GEOFA , ���,, '1,� • � / •
#.0
O , - - w....� 7� < \ \ -, - � �4 �Mir - 3, N
O ' � ,�'•� `sue \\ .•.J F ce_E .tea ���"'�� ��+ .�y.a.� 1 ReM acP -- I9'
.1'
� - `_�� - NN
r ,,.," •.,' '"' •FJI'%P: GREU TL-3- I_i. F y F MEDIAN V DITCH -� _ �. /4.
�' �'�� ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, / \ g_7 /.0. , `\NBL-131 II SEE DETAIL G 4'B Q
����� ,,nu �C _•- - 001 I� _ - �� 2GIEFWSF -- s
I... 2 Ian � �`� °� .,..,.rJU �� I;� 1 =' F"I
l^�•�/ � ---- • - - 2GI8-' �� --- I-95 $BI VAR BST Q ~M
1 'I --- - -� ����'i{'II _ _ --- m- '. I-95 SIL 4 BST ` 15 RCP-IVGIB-WSF .7T�/
J ♦_ PLUG &FILL �I� 0 B
•/ IW/rLDWABLFFIC�- -95 SBL 47'B5T -----_ r 15 RCP-IV 2�Fp _ - _ - - - - -- - - --
• 2GT +OD 26'MEDIAN '
W - - _ REMOVE DI 2GIA-WSF 2GIB-WSF - - -- -- _ - --- -,_-,� B 2GI8-WSF REMOVE DI
_ _ 2
yy
_ __ WW
•
Z - ---- ��� _ -- 2GIA-W F / / -- -- - - - - - III TB JB wMH
-- - �� esr `77�20 �_. - - _ - -- 5- -- N 4 V� _ r _ 9 = _
J . �. //'FLY REM*. DI I , . �p ` `-� .�. r E DI 15"RCP N .�-
��.r..rv1,. , .�..,•TEa• ���' �--T--L--2/ MTL 2GI8-W F • ' I. ' IliiiMillile,..�2`� •0 �► 1'I .J
•MIIIMIE
I 15"RCP-IV Ella ,,, x� � 5"RCP-IV -
2GIA-WSF 20 +00 �� 1/ EliatitINix
- /-95 NBL V Q � i - -- ■�• _. , •j•"� /-95 NBL VAR BST/-95 NBL VAR B5 '_ �•'_ � � - lr-- \ 2GIA-WSF ��
Ili
•
. , /11111 TB 2GIA-NSF 1Y/:L•la1' ♦ _•`'� rvP \r
�- iimmymmi _ REMOVE HW HW } �,r;' eaiao t-
�L
8/ In B 77 \ \ ,t � 'R.]•iL � ,t_ �� �• wiiiii �fE
0 :L� -- 7��52 _ Q F T ��_ _ P. S'[�Q CH ILB
&22'EXIST •W {� �� `tom 'a
��``''}}••�� ,�} F +, CUy�BASE DIT SP.CUT
42"PIPE �''2 •, \+°cJ + '� .� 'a "- '�. �a�za ' /+'. EE'UETAIL F \ DITCH SEE
-/ �•: .i w�.�._- :i�� \ \ \ // SP..© ..:Ls�� _ Hr➢� ` F,... :t tt :t x it tt i� i[d�at K 4t ,KeK F �_ �_����_��..���:���.r-� • .I �r' �.; .��a < < < ETA /
�/O ,/L i�i „ =T' -c\ \ -- / \G . _� �� 'a iKitizi:TAIMIXv.•w:aw����_f-'•2 -•__/ --� ,r� :'`' .�` 4'0�M - .- -- -- �_ a
tF LCI �4�/S �� `JC \ �� \ / -\\ \\\ I SEE D€fAIL A ��+ ,�'��. Wit+MILT Imo--- ' - --_!J •W % J:::-t%i' C ---- - - C�\�� iUO r,1,F{ / , - 7� � Io ��-----/-�L�E -�_ J-- +i'- 'G_ {3 fl } cL_' ---- 3`° / �� � . .. -- -A= • <r. n,n ,� ^'0�$8. fs � I' \ �� ' \ c `.•_� �\ \ 2 TONS CL E FAA % __-- -- , -`W- W/1 SY BF B� .' c� , �, EYSPL19 Sr. Sta 12+0OAO • /\ v v, w/sv GEOFAB � ��, a �.,,,� 0��� -ND REA I (N2 A L !►6•caN -•, t sa.r¢>i -. s�i \A O O / /// --- V /QQ7. zG18 wssHwy -ae_ `- o rec io V v / 300 TAPER LANE ��'' © NS CLB RIP ��.V/� A -- _ - W/cL A. P A% v 2% - f - - -Y� '13L�.Yf7tU LI LI=was sY I i�. -, E F; H / P - ---- �c PROP.MEDIAN BARR/ER T E 2 O �� AV - - 'I lo. ;y i�'j ��� �� V /• � SEE INSE - __ _ \; WX �, / o��� ,�! .♦j{. JeSr37L� //11.�,,�� i .` t O \ 4 v SP.LATERAL BASE DITCH � \ vi ra/ '4 IK0LI.....•._ / \ \ �. ♦ '° REMOVEDI 4// ° A:c (y `igy,� SEE DETAIL C .��1 PONp . � `4 .\ `.`..S\ �. .., \ ` 4i 't J• \ of v// �" , ! , . I� i yam.., \ ..• i &15"RCPg r_. 6TD 37... ..� 1 NS CLBI-.
IP..... -L- POT \ta.22/+146�= e. .0 \4 ?. •.95 36 P \� ° // ° i { 37 BEGIN RETAIN/NG WALL �.� D I`;. I $ �Gi,. +�' �I�j�,.i.. I\ \ WP L, & 3// ✓- `W Wi5 SY GFAB �`"�'.. '% .�'�,'S`� \ BEGIN RET' WALL; fl �, \% \�6 ` 1 M7, O Q�/ - L- STA22/+0795 5 N f `• -Y5LP0- 'OT Slo.2 + / t. -
• ek` fl• \ N �IBwsF // - � _'�... .. ;/ IN : / � SKEW AMGLE = 64'S5'25' �i?��il �j ����y'
BEGIN CONCRETE =':"RIER '6 RETAIN .-/ i ♦� '��i , \
p • �► �\\��-L- STA 203+97.95 \y\ \ \r+� � \ \ c6 �� �� \\ a��� .. �� �� .. �c-Y5�LPD o=�, , 1 i��i�j!•i'�`•=•,=+�•� ���- �1
/, Q/y \\\� �R �r�.�© , SITE 18 j5- �0 % \\\ \ •a \ END RETAINING WALL cqT/ , cqT // /,, \ __ 0-43 _ - ____ =.I c f i!'���1y����'�I/i ��G,i,� I����. �!�
+ �� \��\ - �\ fl -_ F- .0003 7 A� Q s \ END CONCRE+E BARRIER �8j // \\ -•• ... v''�..._A -►_ -� �/ po w / �t���,I.����O.�G�yi -' ��� ��F•
=SRPC- CS l8+ l sT flQ fl s p t .P-II . � 'e(e _.0 D3 / - '4 m c G�/ .fie:=?��1��,� ' TON'ii
1B w/MH " \ - �•j�� Z7\ Q ,41 \ 0. L S A.206 2626 ___ C.:,, i ` �s 3 Wn05 L BOF• :- 8c� ; Ab'RFu /3 6'°B \ \ 3 \ ` JS Bzv� © O J \\ \\uC J:�.•� _, ,� \\ i0 �.. // < • TROTECTIp G •�, ! / •. i �� '
,�, ��----- - W/CL B RIPRA'P -El m ♦• �' C
r`- 'C, �J x. \ `... \`� fl^ \ rik \2GI8-WSF REMOVE CDI �4`�•, is \ / , -Y5LP0- 23+9/92 SEE DETAIL i ' '','-.,'`,,' - �' / / i-ci 004-
/�`'> Via, 2cB ws \ ♦ fl \ m _ � Q \ F / `�, / .� I ' I
� +a • PRO \ \ �, SEE INSET E • \ , \ / 'IlI --- -� -Y5FLY- TS S/a.58 /7J6 aBSr_�•C=7 A1�i�•1 j -,/ `a\!!► \\ /%' B'
e \ ►�. \ \ -Y5FLY- CS Sta.50 3/B3 \ �� _ AIL I
�Ijii� �l P g 0. / - �� C- + I i'
•�i'i' 11`
120 TONS cL�'RIPRAP �� \ \ S <\`... Q c� \ C �\ / _ c. _'� �:� f,l.� �A�'�i,'1^'� 3g. e�,:.> 41 /J
v �'" S"ll,I ` ✓.••
s `\� /� \\ \ \ END OVERLAY + �P �� - z -- . v t�=a•�,��'�i•�•l i�F�1'\\� a,J���/
i' 2GI8 WSF �� �. / i W00D5
/1B SY GEOFAB c�.a:4'` M. ± �a � s \\ $r• fl O© \ .` '�F BEGIN GRADE // x�\ d'Q� ���_-_�__ -Y RP t l +7 4 -� n����• t'r►��r�� i'� �.- ` �+-
sivi: , \ �> \ +y- ©*Q10-;9 \ G cr\ \\\ \\ // �\` _- 5 D- CS So. 9 3. 3_ _ �� '�4P�r!�L!= ''�'Y., ,�,=�ZW_ �� ``14�� ,., ,rir-= -YSLP/- T•SI, 0;3 • rs"c&c/
SEE INSET C 3.41E \ -rSRPc- ST sto.2�+2�22' \ F - - ♦1 �'
N \\ Af' G( \ \\ 5_ ----- _ -�-� - L=,A:��� _- ". � � r P t 9 s3r9 /i. 3c Jc 1 TONScB , \�.' \ \ �\ 40TCB \ -Y POC Slo.103+27.78= \ --J- o DRAM ��� /i iV='_- �' '' /:- - :: i� fle"4"2"-' 5L D- CS S o./ + /��� / L, \.� \ +� �� � 5 7bNS CLB a\ �,',\ , / .SW5SY' OFAB --- ---- Q10=12 dsd -Y RP P T t .l + RI Pwas • \\\ �AKER SWAMP 3 \ \\ �` \ \ \ 5 D- 0 So 0 ooAo ;� \ �� =J --��-,_- ���_- 'IRA 1074 +' .�,�.,+e\ � ,-�.
SY GEOFAB ./ ' /
r -Y5FLY- ST 510.5/+9/B3 \ \ /� = r:_-r _,_- v o=o.B9 w I ems} I/� \� �` \
�'�Zt+ \ ` 0. • • \ rYSRPD- PC Sta. - 4„ !/ ���� TOE PROJECTION /
MEIMEIMINGINIMMIErli
4' �' TOE PRO•TC. \ zp0° \ • T \\ \ ' .,., OVE DI 9 ` / _-� F✓ ,R .�' �'�yD\\ '.•� W/CL RIPRAP /
°S '1' CLB RIPRAP •• -'4', ` \ WB9SY GEOFAB \` (/ \ �:Gj __ _ _= 7y ---- T�-•, 110.
g 150_ ��,\ E'DETAIL H
PLUG & FILL F .;:,R.' &S.i __t�om / .�'
• \ WiFL \ I_ __ /FCOWABLF NLL U. � �_-_� -� „ TOE PR9 V• rRl �'(1"\� .1�'''�•,-. / /
C SEE DETAIL H / P � ,{`• fLILL REMOVE DI ,,,, , , \� /
\ O �L \ pLc,AB FILL \ , PLUGII& FILL oy �� - -ter - --b --- • .,..� •«2/CL BTAIL ,,���I ''\ F /
m L �•� :;, psB\� a -Y RP - I. +7•.. \; ,OVE \ I \}A1. W/FLOWPBLEFILL N ���_�_��� --��r� 40.0p: SITE 22 ♦��r\\ \ ��
L 1 ± \\� - \ 1 \ \ \I \ I II _ .o _ --Bse���=r-_ I Ir 'r-' .,1f',i'��\�. /
SITE 15
m \`�•�� \ -Y5- POC Sta/0/+73.48= \ I ' \\\ �\ � ii ��''' -----_�T_-- SITE 21 ����!-��� �. � '����' YY Y`/ /
\ -Y RP POT l +7 1 cq T 7 -� r� S N,' 'Af >�-� ,,,,.;:;';.`,::;/';,';:::1: �4, /
± �i'"' �\ v 5 C 0 So.26 595 y v 1 ° Z� �. �-��3��ic:v�4 _- •,r----ram_ ����
AKER SWAMP '' 'q N 73'55'SlA•E \�`�� y �t �-. ��wA����., EN^ - - �� �`
,<•� r.'♦ e\\P '4� ��1►� � t .�� �,:.t �!: _ 15+00 ����r �r�������r�-->--�I ./ ������.
�` 1 ti \`�� + / �,��\�� <•,ris'I �_�� - •' v►; _ s�II c� a ilmom �r00�//I {`�'.� `��" ISt1>i�y �. `
In WO ,,.;, ; \\ \ ���_ �'� �QI \Gi; .�. v DI I II •• • - �Ol�//� lE=./I/ �I�� i. DI/�-�>� / /. SC Sto.23+73...
• \ \ ` _ ` I III .,• ♦" .� .� - POC 6/+90.04 /2'LT
.D d- I `\ y �- lJ `/��� .ET. • / O - .r '�i�i115. O�'�,' /I�r !� �,�r,''��� I I _ 1
IEs II SE: IN Moro - I /i/// ''� ' I ' ___i LLI
�''�� � JG � JC / \ �\ \ . - '7��. � .. .� ��11 � \ / �m © r • /i.i.,,,...,„---....,,,,.,...7 v Mr / ��•:�• � SP.LAT.4'BASE DITCH >"W
'•• $EE DETAIL C
/ {t --- F���� � 414
\s DI `' ws 15 E a . _ 1 REM joAr
4ffit ArrA Old�i'^� ' -/II //' 1!1
�` %I A Qfl tb v z \ �. �� Do .. ••.�s� t ov �/ �j0 r/ %/O��. _ r� Z�1
i� \ �� `\ !ik ►9../ D L _ L'r •� '��.�1yy�® •r \ E ! r r 4,, 4,1 9 �40"0'a• /l4 IIE�I� In IJJ
m 1/ 1 }�'� - 5 PC- PT $t0.25 Ol• // \\ \ \ \:::
\ ; '/.,� •�E 42'RLPHW F --_�.w- •�._F• w�.�s -- -_---- '.' / , /'� 'v/��/l q vgli 1 W
INSET E \ \ ' <-�'. N •�� ,t �` F �s�/po �� cn
// \ REcA/N EXISTING C/A FENCE / \ p ` "` � r . -ems P ��/7�/� d� If `�/ 65+00 W
rn i/ �// \ / \ \ 4 � :.� 48'. &-1fW�'- _, �- ���t..,� n,.0� E �L;';;;:'�9:J:(',' �� Ln Z Q
c � `�_ s. °�\\ \\�\� g S"' / ORD v Fill• tT}!��� �. v
'" \ // \ _------ _ TONS CLB RIPRAP *(0 .,,, \ � ��1; JB :.. 7.11/ �- •SERAL V DI c \ . � '� CAT7 $i1 J O
m $ \ F W/7 SY GEOFAB 'Y` `W \ \ ,i �; �L i W/CL B RIPRA'�' /± „ ,• ,, „47 • SP.LAT.4'BASE DITCH 0
�M'} yy 1 :\L\ ' \ SEE DETAIL M 41i \ ••/ AMER „Mr - ,/ W/CL B RIPRAP OT O
,+y / \ `WM `cr' \� \ . F� 1 .. H Ll_ �� t1, JY4" 7�, TOE ,•'_ ,_'�'�0.� EE DETAIL AF '- F F _ i.--* ° 0 '" \ 48' J `try `W �}} `y� y11 O \ I \ C W/CL B RIPRAP` * ,k * I' .,,,..,.,::,�:: :.' - _--_ S ' �� UOy /�7 �1 LIW ISBW `tom /_ \` \•-\\ \ F /`,j®� ` =AIL 11. Q ± , • ,..*FIK,* * * ,'I-F --r. . - "�_�_� _ FE •/' Q� -7L2((•�1(//: i \_'j'�Y \1��\ \\ \\\ \ ,:{y' -� D - I I • / S TONS CLB Qc �: V 0-1.9( \ / \111\ \\\\\ \ 1 VVV"' \ �A5,5 p\1 / ?\ I' II -•••W .w A� • / SP. SEE4DETAIL CTCH - �� Wn4 SY GE•,. + ` O ''TAIL l I rJ • PROP.WOVEN WIR ENCE V✓\ \ 100 0 100 200 DENOTES FILL INSR P E�±p . - PUEpUE -PUELQ
•'�� \� \ , 'o ///)/ -� V10=1.90 Ws ; Q PUE PUE PUE rw )�C �'' lI i�,.* +J �.��� � vV� \ . INSET D �1 �11 1-I0It , WETLAND -Y5RP0- SRS Sto.2/+73.43\ \O\\ \ -, O SCALE FOR INSET DENOTES MECHANIZED 1 1
CLEARING
'� \ \ N .: \ Q� '� DENOTES IMPACTS IN m PAVEMIEN� REMOVAL
w' ' ` < L ,\ y\` 0 '� A I ����� SURFACE WATER ���' FOR -LLT SECI- PROFILE SEE SHTS.100 THRU 102 fls!!!!:
/�"�* \ • �r? AV 4k x OS b ' 200 0 200 400 / s° \ \ ♦ \ �� �� DENores TEMPORARYFOR -Y55PURA- PROFILE SEE SHT.163 FOR -LRT SECI- PROFILE SEE SHTS.100 THRU 102 nm1,s110700
Nm � \ ` + ^���j� r. J'����'" �f' `'�"� j/� IMPACTS IN SURFACE WATER / FOR -Y5LPA- PROFILE SEE SHT.164 FOR -Y5LT- PROFILE SEE SHTS.157 AND 158 Raieign,No ncarorinaysis-3sso
o \ DITCH cLEANOUT .\ , / NCI rcP,sP Nn F0112
o \ / -Y5-STA 106+22 "� � ., pAir , Ir; FOR -Y5RPC- PROFILE SEE SHT.166 FOR -YSRT- PROFILE SEE SHTS.157 AND 158
m \ TO 102+02 LT • '`�• - ��_ SCALE F;`'I"` Dale 6TfdL1SM"HEEA6`HOR 2D-1 THRU 2D-2 Engineers I Construction Managers'Planners ISclentsts
F,T, \ / -_ lt�:.�iflA' TL FOR -Y5LPD- PROFILE SEE SHTS.167 AND 168 FOR -Y5RPA- PROFILE SEE SHTS.161 AND 162
Nx a \ !� W PIPV J R HORIZONTAL CLEARANCEResponsive
k.wm
occcv # -L- STA.2( FOR -Y5FLY- PROFILE SEE SHTS.170 AND 171 FOR -Y5RPD- PROFILE SEE SHTS.166 AND 167 Responsive People 1 Creative sowuoaa

WOODS48" WW & 1S
B
W48" WW & 1SBWMTL MT
L
WOODS
WOODS
MTL
MTL
MTL
WOODS WOODS
WOODS
S48" WW & 1SBW
MTL
MTL
MTL MTL
48" WW & 1SBW
BSTMT
LMT
LMT
L
M
TLWOODS
48" WW & 1SBW
MTL
WOODS
WOODS
MTL
MTLCABL
E
MTLMT
LMT
L
MTLMTL
WOODS
WOODS
WOODS
48" WW & 1 SBW
I-95 SBL VAR BST
I-95 SBL 47’ BST
I-95 SBL 47’ BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
36"
C
&G
3
6
"
C
&G3
6
"
C
&G
3
6
"
C
&G3
6
" C&G3
6
"
C
&G36" C
&
G
36" C&G36" C&G
36" C&G36" C&G36" C&G30" C&G30" C&G
30" C&G30" C&G
36" C&G
36" C&G
36" C&G
I-95 ON RAMP VAR BST
I-95 OFF RAMP VAR BS
T
I-95

ON

R
AM
P
VA
R
B
S
T
I-
95 OF
F RAMP VAR BS
TC
O
N
C IS
L
I-
2
9
5 WB
L/
GO
L
D
S
B
O
R
O
R
D

VA
R
B
S
T
I-
2
9
5
E
B
L/
G
O
L
D
S
B
O
R
O
R
D

V
A
R
B
S
T
IS
L
C
O
N
C
5’ BS
T8’ BST
10’ BST
12’ BST
10.5’ BST
4’ BST
8.5’ BST
4’ BST
9’ BST
10.5’ BST
10’ BST
10’ BST
4’ BST
EIP
S 1949’11" W
296.91’S 5823’01" E87.18’
NCDOT RIGHT OF WAY
DB 9368 PG 365CITY OF EASTOVERCITY OF EASATOVERCITY OF EASTOVER48"
W
W & 1 SBW
48" WW & 1 SBW
N 3623’41" E
459.39’
S
7
35
8
’
0
8
"
E
3
7
9
.
3
2
’
N 0324’16" W
N 3623’41" E
70.48’
B
M 14
BL-129 BL-130
BL-132
BL-133
BL-134
BY4-192
BY4-193
BY4-194
H
H
H
H
H
H
H
HHHHHHHPOL
E
CA
MERA
S
BL-131
8’ BST
BL-129
I-95 NBL VAR BST
48" WW & 1S
B
WN 3623’41" E
30" RCP30" RCP
24" RCP18" RCP
1
8" CMPINV=131.21’15" CMP15" RCP
24" RCP15" CMP18" RCP15" CMP15" CMPCBCB
CB
42" RCP42" RCP
48" R
CP 15" RCP48
" RC
P
18" RCP
15"
R
C
P
15"
R
C
P
36" R
CP
24" RCP
15" RCP 18" RCP18" RCPUNKNOWN
TERMINUS
15" C MP
15" RCP18" RCP30" RCP48" RCP15" CMP 6" CONC HW
6" CONC HW
18"
R
CP
18" RCP6" CO
NC H
W48" RCP15" C
MP 24" RCP127.37
24" HDPE24" HDP
E 24" HDPE30" RCP6" CONC HW 15" CMP
1301301301301301301
3
0 130130130130130130
130
13
0 130130
130
130130130130130130130130130
130
130
130
130
130130
130130130130130130130130130
130130
130130130130130 130130
130130130
13
0
130130130130130130130
130130130130130
130130
130130130
130
130130130
130130 130130130130130130130130130
130
130130
130130130130130130
130130130130130130130130130130130130130
140
140
140 140140140
140
140
140140140140140140140140140140140140140140140140
140
140
140
140
140
140
140
140140
14014014
0
140 140140140140
1
4
0140
1401401501501501501501501
5
0
150150150150150150150
150
150
150
150150 150
150
15
0150150
150150
15
0
150150150
150150 160160160160
160
160
160160160160160160160
160170170170170170180180190
130130130130130
13013
0
124.0 124.0124.0126.0126.0
126
.0
126.0126.0126.0 126.0128.0128.0128.0128.0128.0128.012
8
.0128.0128.0128.0
128.0
128.0128.0128.0128.0
128.0128.0128.0
128.0128.0128.0
12
8.0
128.0128.0128.0128.0
128.0128.0128.0
128.0128.0128.0
128.0128.0128.0128.0
128.0
128.0128.0
12
8.0 128.0128.0
128.0
128.0128.0128.0
128.0 128.0128.0
128.0 128.0128.0128.0128.0
128.01
2
8.
0
1
2
8.0
128.0128.0128.0128.0128.0128.0128.0
128.0128.0128.0128.0
128.0
132.0
132.0
132.0
132.0 132.0
132.0132.0
132.0132.0132.0132.0132.0132.0132.013
2.0
132.0 132.0132.0
132.0
132.0
132.0132.0132.0132.0132.0132.0132.0132
.0
132.0
132.0132.0132.0132.0 132.0132.0132.0132.0132.0132.0132.0132.0 132.0132.0132.0
132.0132.0132.0
13
2.0
1
3
2
.
0
132.0
132.0132.0132.0
132.0
132.0132.0132.0132.0
132.0
132.0132.0 132.0132.0132.0
132.0132.013
2.0
132.013
2.0
132.0
132.0132.0132.0132.0132.0132.0132.0132.0
132.0
132.0
132.0132.0132.0132.0132.0132.0132.0132.0
132.0
132.0
132.0
132.0132.0132.0132.0
134.0
134.0
134.0
134.0134.0134.0134.0134.0134.0
134.0134.0
134.0
134.0134.0134.0134.0
134.0
134.0
134
.0 134.0134.0134.0 134.0134.0134
.0 134.01
3
4
.
0
134.0
134.0
134.0
13
4.0
13
4.0
134.0134.0134.0134.0134.0134.0
1
3
4
.0 134.0134.0134.0134.0 134.0134.0134.0
134.0134.0134.0
134.0
134.0
136.0
136.0
136.0
136.0 136.0136.0
136.0
136.0136.0136.0136.01
3
6
.
0
136.0136.0136.0
136.0
136.013
6.0
136.0 136.0136.0136.0
136.0136.0136.0136.0136.0
138.0 138.0138.0
13
8.0138.0138.0138.0
138.0
138.0138.0138.0138.013
8.0138.0138.0
138.0
138.0138.0
138.0142.01
4
2.0
142.0
142.0
142.0
142.0142.0142.0142.0
142.0
142.0
142.0142.0
142.0
142.0142.0142.0144.0144.0144.0144.0
144.0
144.0
14
4.0
144.0
14
4.0144.01
44.0 144.0144.0
144.0146.0146.0146.0146.0
146.0
146.0
146
.0
146.0146
.0146.0146.0146.0146.0146.0146.0
148.0148.0148.01
4
8.0148.0148.0148.014
8.0
148.0148.0148.0
148.0
148.0
148
.0
148.0152.0152.0152.0
152.0
152
.0
152.0
152.0152.015
2.0
15
2.0 154.0154.0154.0154.0154.0154.0154.01
5
4
.0
154.0154.0
156.0156.0
156.0
156
.0156.0156.0156.0156.0158.0158.0158.0158
.0
1
5
8.
0 158.0158.0
158.01
5
8.0158.0158.0162.0162
.0162.0162.0164.0164
.0
166.0166.0166.0
168.0
168
.0
172.0
172.0174.0
174
.0
176
.0178.0186.0132.0126.0
128.0
126
.0
12
8.0128.0128.0
128.0
124.0
126.0
12
8
.0128.0128.0POND
POND
POND
POND
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WP
WQ
WW
WX
WO
WR
WV
WW
WCG
BAKER SWAMP 2
BAKER SWAMP 3
WQ
BAKER SWAMP 2
8:18:18:1
8:1
8:1
8:1PS12’PS12’16’PS4’PS4’16’PS4’300’ TAPER LANE
18’PS4’PS4’18’
8:1
8:1
8:1
.08.07.06.05.04.03.02TYP.
3
0.
0
0’+41.22.06.05.04.0
3
TYP.25.00’+58.78 .06.05.04.03.02.01.00.01.02.03.04.05TYP
.33
.33
’+58.78TYP
.40
.00
’+53.43.05.04.03.02.01.00.01.02.02TY
P.26.67’+85.17.02.02.02.01.00.01.03.04.05+17.76TY
P.40.00’.025.03.04.05.06.07.08TYP.
28.75’+94.03.08.07.06.05.04.03.02TYP.28.75’+61.87.025.03.04.05.06.07.025.0
8
TYP.25.00’+7
5.
0
0
.02
.02
.03
.04
.05
.06
.07
.08
TYP.25.00’+36.80
.08.07.06.05.04.03.025.025TYP.
25.00’+00.00.08
.07.06.05
.04
.03
.02
.01
.00
TYP.25.00’+33.19
.01
.02.01.022
4’
36’PS4’
PS8’
2
2’
2
2’2
4’
5.3’
2.7’
3.9’12’
8
:1
16’
14’
PS
4’
12’.02.02.025.025.02.02.025.02.02.02.02.025PS4’12’12’12’PS4’1’-6’’ C
&G
1’-6’’ C
&G
1’-
6’’ C&G+20.00 -Y5-
3
6’
24’
36’
2
4’8:1T
YP.
2
5.0
0’
+02.61
.03
.02
.04
.05
.06
.07
.08
TYP.
25.00’.08.07.06+87.09.05.04.03.02.01.00.01.02.03.04.05.06.07+12.09TYP.
25.00’.08PROP. SIGN
8
:1
8:1
8:1 .025BARRIER -L- Sta. 220+25.00
BEGIN DOUBLE FACED CONCRETE
16’PS4’PS4’16’PS4’PS14’EXIST.PS4’12’12’PS4’2’-6’’ C&G
2’-6’’ C&G
ME
DI
A
N
T
R
A
NSITI
O
N 22’ T
O 9’ (L
T. SI
D
E
O
N
L
Y)
.04
.04
.04
4.48’
60’
48’
26’ MEDIAN
48’60’
48’
48’
14’3’
26’ MEDIAN
.04
12’PS.05.06.07.04.03.02PROP. MEDIAN BARRIER
.02.01.00.01.02.03.04.05.06.07.08TYP.
20.00’+73.01.08.07.06.05.04.03.02.01.00.01TYP.
20.00’+52.33.022
4
’
2
4’
2
1.
2
’
2
4
’
2
4
’
3
6
’
BETWEEN BARRIERS
FILL & CAP AREA
BETWEEN BARRIERS
FILL & CAP AREA
PS12’
PS10’
R=20’
R=20’R=70’R=60’
18’
16’
+83.19 -Y5LPD-
1
0
0
’ TAPER
1
8
’ TO
1
6
’ LEFTPS12’PS14’PS12’PS4’16’PS4’PS14’PS12’PS12’PS4’16’PS4’8:1
+00.00 -Y5-
3
0
0
’
T
AP
E
RREMOVE EXISTING FENCE
REMOVE
EXISTING
FENCEPS14’.056.67’
6.96’
6.03’
6.32’
-L- STA. 206+26.26
END CONCRETE BARRIER
END RETAINING WALL
PROP. GUARDRAIL DOUBLE FACED
-L- STA. 205+58.04
END CONCRETE BARRIER
END RETAINING WALL
-L- STA. 203+11.40
BEGIN CONCRETE BARRIER
BEGIN RETAINING WALL
-L- STA. 203+97.45
BEGIN CONCRETE BARRIER
BEGIN RETAINING WALL
-L- STA. 206+26.26
END CONCRETE BARRIER
END RETAINING WALL
-L- STA. 221+07.95
BEGIN RETAINING WALL
-L- STA. 222+27.26
END RETAINING WALL
-Y5RPA- STA. 31+35.29
BEGIN RETAINING WALL
-Y5RPA- STA. 32+62.82
END RETAINING WALL
BETWEEN BARRIERS
FILL & CAP AREA
-L- STA. 203+11.40
BEGIN CONCRETE BARRIER
BEGIN RETAINING WALL
PS12’8
:1
PS14’-L- STA. 203+97.45
BEGIN CONCRETE BARRIER
BEGIN RETAINING WALL 8:1PS4’GREU TL-3G
R
E
U
T
L-3
G
R
E
U
T
L-3
B-7
7
B-7
7
B-77GRE
U
T
L
-
3B-
7
7B-
7
7
GREU TL-3
B-77 GREU TL-3
B-77
B-77
CAT-1
GREU TL-3
-Y5RPC- ST Sta. 21+21.22
-Y5RPC- PC Sta. 22+79.68
-Y5RPC- PT Sta. 25+01.68
-Y5RPC- POT Sta. 26+75.95 B-
7
7
-Y5RPC- CS Sta. 18+81.22
-Y5RPD- POT Sta. 10+00.00
-Y5- POC Sta. 103+27.78=
-Y5RPD- PC Sta. 11+03.05
-Y5RPD- CS Sta. 19+73.43
-Y5RPD- SRS Sta. 21+73.43
-Y5SPURA-
POT St
a. 25+26.9965+00
60
+
00
20+0055+0015+00
200+00
20
+
00
25+00 50+0040+00
10+00
215+00
210+00
205+00
220+00
225+00
-Y5SPURA--Y
5RPC-B-77
GREU TL-
3
-Y5FLY- TS Sta. 58+17.76
-Y5FLY- SC Sta. 60+17.76
-Y5FLY- ST Sta. 51+91.83
-Y5FLY- CS Sta. 50+31.83
-Y5FLY-
B-7
7
B-7
7
-Y5RPA- ST Sta. 39+34.37
-Y5RPA- CS Sta. 37+04.37=
-Y5RPA- TS Sta. 30+64.03
-Y5LPA- CS Sta. 21+86.80
-Y5LPA- SC Sta. 12+00.00
-Y5LPA- ST Sta. 10+00.00=
-Y5LPD- TS Sta. 10+00.00=
-Y5PLD- SC Sta. 12+00.00
-Y5LPD- ST Sta. 21+83.19
-Y5LPD- CS Sta. 19+83.19
20+00
15+0010+00
45
+0
0
35+0030+00
2
5
+
0
0
40
+00
B-77B-77
GREU TL-3CAT-1B-
7
7 ATTENUATORCAT-
1
B-
7
7B-
7
7
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-L- POT Sta. 205+34.35 (61 LT)
-Y5LPA- SC Sta. 23+86.80
-L- POT Sta. 224+16.73 (61 RT)
-Y5SPURA- POT Sta. 10+00.00
AB
C D
-Y5RPA- SC Sta. 32+94.03
GREU TL-3
C
AT-1
-Y5LPD- TS Sta. 27+02.61
-Y5LPD- SC Sta. 29+02.61
-Y5LPD- CS Sta. 36+37.09
-Y5LPD- SRS Sta. 38+37.09
-Y5LPD- SC Sta. 40+37.09
40+00
35
+00
30+00
15+0020+0015+0010+0020+00CAT-1CAT-1B-77
GREU TL-3
-L- POT Sta. 204+66.70=
-Y5- POC Sta. 95+96.36
-Y5LPD- POT Sta. 26+30.98
-Y5LPD- POT Sta. 25+24.04
-L- POT Sta. 221+14.69=
-Y5- POC Sta. 101+73.48=
-Y5FLY- POC Sta. 42+56.90=
-Y5RPA- POC Sta. 31+76.85=PROP. SBGP
ROP.
S
BGPROP. SBG
P
R
O
P. S
B
GP
ROP.
S
BGEND OVERLAY
-Y4- POT Sta. 40+20.00
-Y5- POC Sta. 94+68.27
-Y5C- PC Sta. 20+82.60
-Y5- PCC Sta. 106+09.92
-Y5C- PT Sta. 23+26.97
9
0
+0
0
10
0
+0
0
105+00
-Y5FLY- POC 61+90.04 12’ LT
-Y5RPD- SC Sta. 23+73.43 =
-Y5FLY POC 44+42.15=
-L- POT Sta. 205+54.46
9
5
+
0
0
SKEW ANGLE = 64 55’ 25"
END OVERLAY
BEGIN GRADE
G
R
E
U
T
L-3 CAT-
1
RETAIN EXISTING BARRIER
B-
7
7
P
ROP.
S
BGPROP. SBGP
R
O
P. S
B
G PROP. WOVEN WI
RE FENCERETAIN EXISTING C/A FENCE
CAT-1
B-77
-Y5LPD- 23+91.92
-Y5LPD- 24+16.04
BEGIN APPROACH SLAB
BEGIN BRIDGE
-Y5LPD- 26+96.19
END APPROACH SLAB
-Y5LPD- 26+72.08
END BRIDGE
B-7
7ATTENUATOR 100’100’100’110’100’CHORD
CHORD
CHORD
CHORD
CHORDCHORD
CHORDC
HOR
D;
;
;
;
;
;
;
;
;
;CHORD100’F
C
F
C
F
F
F
C
F
C C
C
F
C
F
F
C
F
C
C
C
C
F
C
F
F
F
FF
C
F
F
F
C FF
F
C
F
F
F
F
F FFFC
F
CCFF
F
F
CC
F
C F
F
F
C
C
C
F
F
F
F
F FFCF
F
C
C
44+06.77
12+50.00
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F F F
F
F F
F F
F
C
P
ROP.
S
BG2033 2032
2031
NAD 83/ NA 2011

8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh20_CON.dgnFkeysREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20
MATCHLINE -L- STA. 198+50.00 SEE SHEET 19SEE SHEET 68-Y5RPA- STA. 47+50.00MATCHLINEMATCHLINE -Y5- STA. 90+00.00 SEE SHEET 68
TRAFFIC DIAGRAM
73,800
56,700
PAVEMENT REMOVAL
I-5986A
PLANS
GRAPHIC SCALE
SEE SHEET 70
STA. 105+00.00
MATCHLINE -Y5- STA. 67+00.00 SEE SHEET 21MATCHLINE -Y5FLY-SEE SHEET 68
-Y5FLY- STA. 38+00.00
MATCHLINE
SEE SHEET 19 -Y5RPC- STA.16+50.00MATCHLINESEE SHEET 21MATCHLINE -L- STA. 227+00.00FOR -Y5FLY- PROFILE SEE SHTS. 170 AND 171
FOR -Y5LPD- PROFILE SEE SHTS. 167 AND 168
FOR -Y5RPC- PROFILE SEE SHT. 166
FOR -Y5LPA- PROFILE SEE SHT. 164
FOR -Y5SPURA- PROFILE SEE SHT. 163
FOR -Y5RPD- PROFILE SEE SHTS. 166 AND 167
FOR -Y5RPA- PROFILE SEE SHTS. 161 AND 162
FOR -Y5RT- PROFILE SEE SHTS. 157 AND 158
FOR -Y5LT- PROFILE SEE SHTS. 157 AND 158
FOR -LRT SEC1- PROFILE SEE SHTS. 100 THRU 102
FOR -LLT SEC1- PROFILE SEE SHTS. 100 THRU 102
www.rkk.com
Engineers | Construction Managers | Planners | Scientists FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
CF
R
E
T
AI
N
E
XIS
TI
NG
C/A F
E
NC
E
-Y5RPC- RT FROM 18+81.22 TO 20+41.55
ROW REVISION - 06-05-2020 - PARCEL 28 REVISED SPIRAL TO CHORD ON
FOR PUE AT -Y5RPD- 21+59.00
ROW REVISION - 06-05-2020 - PARCEL 44 REVISED ALIGNMENT REFERENCE
CORRECTLY TO -Y5RPD- 19+73.43, 115.00’ RT
-Y5RPD- 19+27.63, 165.00’ RT TO TIE
ROW REVISION - 06-05-2020 - PARCELS 44 & 49 REVISED ROW LINE FROM
TIE CORRECTLY AT 115.00’ RT
ROW REVISION - 06-05-2020 - ADJUSTED PUE AT -Y5RPC- 17+50.00 RT TO
-L- STA. 201+50.00 TO 208+50.00
DESIGN EXCEPTION FOR HORIZONTAL CLEARANCE
ROW REVISION - 06-17-2020 - PARCEL 29 REMOVED ROW
SITE 17
SITE 18
SITE 21
SITE 22
SITE 20
SITE 19
F
F
SITE 15
69.34’ RT
-Y5C- +10.00
F
SEE INSET D
-Y5RPC- PC Sta. 22+79.68
SEE INSET E
F F
TO PLOT FULL SIZE 62"X34"MATCHLINE -L- STA. 198+50.00 SEE SHEET 19SEE INSET A
GREU TL-3
-L- POT Sta. 204+66.70=
-Y5- POC Sta. 95+96.36
F
F
C
TO PLOT FULL SIZE 62"X34"SEE SHEET 19 -Y5RPC- STA.16+50.00MATCHLINESEE INSET B
GREU TL-3;
;CHORD100’FF
FSEE SHEET 19 -Y5RPC- STA.16+50.00MATCHLINER
E
T
AI
N
E
XIS
TI
NG
C/A F
E
NC
E
SEE INSET C
SEE INSET A
INSET A
INSET B
SEE INSET B
SEE INSET C
INSET C
INSET D
SEE INSET D
ENGLISH
0
SCALE FOR INSET CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
T T FILL IN WETLAND
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
0 400
SCALE
SEE INSET E
INSET E
100 100 200
200 200
SHEET 44 OF 163
PERMIT DRAWING
SEE DETAIL AF
W/ CL B RIPRAP
SP. LAT. 4’ BASE DITCH
2GIA-WSF
REMOVE DI
EXISTING 30"
REMOVE 98’
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSF
2GIA-WSF
2GIA-WSF JB w/MH
2GIA-WSF
CB-E
CB-F
W/5 SY GEOFAB
1 TONS CL B RIPRAP 15" RCP-III GRADE TO DRAIN
DRAIN
GRADE TO
CB-E
15" RCP-III
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL C
SP. LATERAL BASE DITCHW/ FLOWABLE FILLPLUG & FILLW/ FLOWABLE FILLPLUG & FILLREMOVE DI
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
HW
HW
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SYSTEM
REMOVE
15" RCP-IV
2GIB-WSF
W/5 SY GEOFAB
1 TONS CL B RIPRAP
W/21 SY GEOFAB
8 TONS CL B RIPRAP
15" RCP-III
2GIB-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
REMOVE DI
W/ FLOWABLE FILLPLUG & FILLREMOVE DI
W/ FLOWABLE FILLPLUG & FILL2GIB-WSF
W/14 SY GEOFAB
5 TONS CL B RIPRAP
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
W/ FLOWABLE FI
LLPLUG & FI
LLCB-G
CB-E
W/10 SY GEOFAB
3 TONS CL B RIPRAP
SEE DETAIL I
STD. 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2 ELBOWS15" CSP
SY GEOFAB
RIPRAP W/14
5 TONS CL B
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
24" RCP-V
2GIA-WSF
2GIA-WSF
2GIA-WSF
W/21 SY GEOFAB
8 TONS CL B RIPRAP
REMOVE
W/5 SY GEOFAB
1 TONS CL B RIPRAP
2 ELBOWS
15" CSP
2GIB-WSF
2GIB-WSF
1
5"
R
C
P-III
RCP-III
15"
TO JB w/MH
Conv. DI
2GI
Adj. 2GI
Adj.
2GIB-WSF
2GIB-WSF
COLLAR
& RETAIN
CO
NFIR
M LOCATIO
N
RETAIN
RETAIN
& 15" RCP
REMOVE DI
& 15" RCP
REMOVE DI
2GIB-WSF
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
JB w/MH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL M
W/ CL B RIPRAP
LATERAL V DITCH
HW
GRADE TO DRAIN
18" RCP-IV
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
36" RCP-IV (EQUILIZER PIPE)RE
MO
VE
4OTCB
HW
W
/ FLOW
A
BLE

F
ILL
PLUG

&

F
ILL
E
X
IS
T 48"R
EM
OV
E 43’ O
F
HW
FLOWABLE FILLPLUG & FILL W/SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILLPLUG & FILLREMOVE CB
DI
REMOVE W/ FLOWABLE FILLPLUG & FILL W/ FLOWABLE FILLPLUG & FILL42" PIPE
& 22’ EXIST
REMOVE HW
R ETAIN
W/7 SY GEOFAB
2 TONS CL B RIPRAP
SEE DETAIL A
SP. LAT. V DITCH
CB
RETAIN
CB
RETAIN RETAI
NREMOVE CB
REMOVEREMOVE DI
REMOVE
REMOVE CB REMOVE
W/ FLOWABLE FILL
PLUG & FILL
REMOVE 115’48" RCP-IVSEE DETAIL W
BASE DITCH
STANDARD 10’
TRENCHLESS INSTALLATION 66" WELDED STEEL
(NOT BURIED)
SEE DETAIL C
SP. LAT. 4’ BASE DITCH W/14 SY GEOFAB
5 TONS CL B RIPRAP
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
24" RCP-IVSYSTEM
REMOVE
JB w/MH 30" RCP-IV2GIA-WSF
2GIB-WSF
2GIB-WSF
15" RCP-V 2GID-WSF 2GIB-WSF
W/10 SY GEOFAB
3 TONS CL B RIPRAP
2 ELBOWS15" CSP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
2GIB-WSF24" RCP-IVW/14 SY GEOFAB
5 TONS CL B RIPRAP
SEE DETAIL G
MEDIAN V DITCH
GRADE TO DRAIN SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
RCP-III 15"
2GIB-WSF
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2GIB-WSF
2GIB-WSF
15" RCP-III
2 ELBOWS
15" CSP
W/5 SY GEOFAB
1 TONS CL B RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION 2 ELBOWS15" CSPGRADE TO DRAIN
DI
RETAIN RETAINSYSTEMREMOVESYSTEMREMOVE15" RCP-III 15" RCP-III 2GIB-WSS
2GIB-WSS
W/7 SY GEOFAB
2 TONS CL B RIPRAP REMOVESEE DETAIL G
MEDIAN V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL W
STD. 4’ BASE DITCH30" RCP-III
TB JB w/MH
REMOVE
24" RCP-IV
SYSTEMREMOVE
2GIB-WSS
15" RCP-III
WSS
2GIA-
REMO
VE
REMOVE
SEE DETAIL T
STD. V DITCH
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI
REMOVE DI
REMO
VE
15" RCP-III
DI
W/7 SY GEOFAB
2 TONS CL B RIPRAP66" RCP-III (NOT BURIED)W/218 SY GEOFAB
120 TONS CL I RIPRAP
W/5 SY GEOFAB
1 TONS CL B RIPRAP2 ELBOWS15" CSP15" RCP-III 18" RCP-III 15" RCP-IV 54" RCP-IV
6
6" RCP-III
RETAIN
SEE DETAIL F
SP. CUT 4’ BASE DITCH
2GIB-WSF
DETAIL B
DITCH SEE
SP. CUT
48" R
CP-III48"
RC
P-III2GIB-NSF
30" RCP-III30" RCP-III
6
6
" RCP-II
I
DETAIL W
SEE
BASE DITCH
STD. 10’
1
5
" RCP-
I
I
I
30"
RC
P-III30" RCP-III
30" RCP-III
15"
R
C
P-III
W/89 SY GEOFAB
48 TONS CL I RIPRAP
DI
15" R
CP-III
DI 36" RCP-III (EQUILIZER PIPE)2GIA-WSF
15" RCP-IV
15" RCP-IV
24" RCP-IV24" RCP-IV24" RCP-IV
1
5
" RCP-
I
V1
5
" RCP-
I
VRCP-IV
15"
15"
R
C
P-I
V
REMOVE DI
2GIA-WSF
2GIA-WSF
2GIB-WSF36" RCP-IVHW
18" RCP-IV15" RCP-IV
18" RCP-IV
54" RCP-V
TB 2GIA-NSF
54" RCP-V 36" RCP-IV54" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
2GIA-WSF
TB 2GIA-NSF
42" 18" RCP-IV 18" RCP-IV
RC
P
-III3
0
"
SEE DETAIL SHEET 2G-2
ROCK FILL IN POND
15" RCP-IV
54" RCP-IV
TO 102+02 LT
-Y5- STA 106+22
DITCH CLEANOUT
Q10=72 cfs
V10=1.90 ft/s
Q10=2.0 cfs
V10=0.56 ft/s
Q10=0.5 cfs
V10=0.18 ft/s
Q10=23.7 cfs
V10=1.15 ft/s
Q10=88.4 cfs
V10=1.50 ft/s
Q10=268 cfs
V10=1.92 ft/s
Q10=226 cfs
V10=1.90 ft/s
Q10=1.3 cfs
V10=0.51 ft/s
V10=0.89 ft/s
Q10=12 cfs
W/89 SY GEOFAB
48 TONS CL I RIPRAP
Q10=226 cfs
V10=1.90 ft/s
W/21 SY GEOFAB
8 TONS CL B RIPRAPSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION2GIB-WSS
15" RCP-III
54" RCP-V
2GIA-WSF
54" RCP-IV
Q10=88.4 cfs
V10=1.50 ft/s
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
JB w/MH 66" RCP-III (NOT BURIED)W/5 SY GEOFAB
1 TONS CL B RIPRAP2 ELBOWS15" CSP2GIB-WSF
48" R
CP-III48"
RC
P-IIIQ10=268 cfs
V10=1.92 ft/s
Submitted 9/2/2020
Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
tr I-5986A
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I I i I 1
1 SI1E 548 ,
1
1 99 + so
. 1 / sT A PE DitAWI-N-G
1 1 1
SHEET45 OF 163
• • • .
I I 1 G LI -1,v,-"1
1
, 1 ,
150 150
c -L- STA. 199 + 50
SKEW=99
140 140
„- !',�
'' EXISTI N G
i GROUND
%at", \\Z
130 b•• ,"" ♦, 130
0 - f BURIED •
N•1<r N
= 115.38'
' 5'4 R Pr-IV sj
♦ _;
5 = 0.1% 7 S = 0.1% _______
120 PROPOSED - 120
ELEVATION = 123 .05'
PROPOSED PROPOSED
ELEVATION 123.00' ELEVATION = 122.87'
LH
w
/H^
V 1
_ 1
LL
0_
N
1 1
E
L
Q
1
1
Q
co
c0
LSD
1
01
c
s_
, , , , , , ,
54 " RCP—IV 66 " RCP—III
C not buried) ( buried)
E
L i i i i i i = �1 (lengtk= 131 ')len th 0
w
up
,_
cc
Li]
,_ RI•CilK
(r) P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO , NC License No. F-0112
L
�� u1 Engineers I Construction Managers I Planners I Scientists
�_ 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
oo_,
cpl,L_ Responsive People 1 Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
tr I-5986A
ROADWAY DESIGN HYDRAULICS
Lc I 1 1 1
ENGINEER ENGINEER
1 1 SIE 1 8 1 ,
1
1 1
_ ys.
SIA • 100 + 33
• . • .
PERMITADRAWING
I
SHEET 46 OF 163
1 , 1 ,
• . • .
1 1 1 GLI
..
160 C —Y5— 51 A. 100+ 33 160
r SKIW=129
(4/ s.
Q • J
150 __ -,— 150
•
•
•
•
•
•
I �
O % EXISTING
GROUND
140 140
•
•
♦
Y
i ♦♦
••
•
•
i
♦♦
66" W.S. •
i I
130 ,r 1 i r — 130
OPEN THROAT Z
CATCH BASIN .
i I
— 1 -- III \1WS — 124.82'
/e--6.
PROPOSED Z S = 0.33%
EA ELEVATION = 125.93' PROPOSED
120 ELEVATION = 124.72' 120
LI ,
L
Q
I
1
Q
CO
CO
LSD
1
01
c
THE CIS�LESS I IS 'AL�LA TIO 66 " VELDED STEEL
L
, , , , , ,
C not buried)
E
L i i i 1 i (length = 262 ')
c
w
,_
cc
up
o_ RI•CilK
(r) P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO NC License No. F-0112
L
�� u1 Engineers I Construction Managers I Planners I Scientists
�_a) 500 400 300 200 100 0 100 200 300 400 500 www.rkk.com
co,,LL Responsive People 1 Creative Solutions

Submitted 9/2/2020
�° 0 10 20 PROJ. REFERENCE NO. SHEET NO.
SITE 15 17 & 18
I -5986A S 1 X -1 06
160 3 0 2130 260 240 2 0 200 1 0 160 140 140 100 80 60 410 20 0 20 40 60 810 100 120 140 1 0 180 200 220 240 2 0 280 300 160
-Y5 RPC-
WETLAND mi. WETLAND0. 17 + 84.84 WETLAND
140 m.-
140
0.025 0.025 0.020 0.020 0.020 0.020 0.025 ______-- --- -'- ------ 427/
/20 - 199 +50000 - _ 120
PERMIT-DRAW*4G
SHEET 47 OF 163
160 ' 160
WETLAND I -Y5RPC-
r. 4WETLAND 0, 17 + 30.20 WETLAND
/40
_ /40
- - 7 0l I
_____ 0.025 0.025 0.020 0.020�A ,0.020 0.020 0.025 5 __ _________ 7_062
/20
126.66 _ l99 f00o00 /20
160 _ _ _ 160
F
WETLAND RPC-
I I 16 576 39 WETLANDI
140 - - I - /40
0.025 0.025 0.020 0.020 0.020 0.020 0.025 - 0.066
/20 /26.40 I I /98 +5 0.00 127.63 I 120
E
71
cd 160 - - - 160
o3
WETLAND -Y5RPC- WETLAND
16 + 23.29
/40 T - - - /40
0.025 0_025 0_020 0.020,____� ,0.0 0 0.020 0.025 6°/
><°-_,,d)1 _______________________--_____ ,________t --" .7/-________---
3 /20 /26.'3 L I 128.47Irit /20
L
77)1
03
71
LCCr
0 160 - _ 160
3
c
o WETLAND -Y5RP - WETLAND
15 + 70 82
/40 l _ I /40
0.02 -- �� 6°/ _--691--- 0.072
E
� I of 0.025 0.025 0.020 0.020 ,0.0 0 0.020 0.025 I
______________________________________________________________ ------ --3----------- 6-- ----------- ---------- -i --___ ___----- ,----------------_---- --"--- ---- 6°� _--- ------ ------------- -------------------
�/ l S5 129.48 - -- - , ----
w /20 /25.87 l97 �50000 - /20
c,
Lii
RKI(ft
i W , 8601 ...; P: 919)SixB78-9560
Forks Road, Forum 1,S
uite Suite 700
' Raleigh, North Carolina 27615-3960
o 5 NC License No. F-0112
o L
Engineers I Construction Managers I Planners I Scientists
off_ a) JJ www.rkk.com
_ 300 2 0 260 240 20 200 180 160 140 130 1 0 810 610 410 20 0 20 40 60 80 1C0 10 140 160 180 200 2 0 Responsive People I Creative Solutions

Submitted 9/2/2020
0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
I -5986A S1 X -263
/60 1 0 1 0 130 120 1 0 100 90 80 70 610 50 40 30 210 lb 0 10 20 30 40 50 60 710 80 90 100 1 0 120 130 140 150 /60
SITE 19 PERMIT DRAWING
/50 WETLAND WETLAND SHEET 48 OF -163- ISO
4111
/40 — _ /40
AMIPh•- GLI
130 /30
----------- ------------------------------------------------------------------ -------------------------------------------------------------------------------------------------- ----------------- ----------------------
l2n 127.52 /20
40 + 0 . 00
/60 /60
/5nV(ETLAND WETLAD 150
0.045 0.045 i
140 140
4:1 3/
/2n 127.39 /20
39 + 50 . 00
//0 I/O
w
C
X
3 /60 lon
S_
/50 /50
WETbek-N-D-
I 03
L
0.02 0.025
_140 — L40
4:1 3/
s_
/.30 /_30
0
S_
Li-1 /20 127.30 /20
RKK
39 + 00 . 00
P: [phone]
8601 Six Forks Road, Forum 1,Suite 700
I/O i Raleigh, North Carolina 27615-3960
NC License No. F-0112
o Engineers Construction Managers Planners 1 Scientists
cv-o Y5LPO
o I www.rkk.com
150 1,10 130 120 110 100 90 80 70 0 50 40 30 20 10 0 1 20 30 0 50 60 0 80 90 1 0 I Responsive People I Creative Solutions

Submitted 9/2/2020
0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
I -5986A S1 X -253
1 0 1 0 130 120 110 100 90 80 0 60 50 40 30 20 1L 0 1 20 30 40 50 60 70 0up
90 100 110 120 130 140 150
SITE 20
PERMIT DRAWING
/70
- - - SHEET 9 F 163 /70
WETLAND .4.
WETLAND
lnn
1
160 _ _ _
.020 0.020
� �, ,, GLI rl
/50
l50
40l 4/
/40 /4n
131e70
130
130
23 + 00 . 00
/20 /20
160 lFn
-3 10.020 0.020
60 , L 0 1,5.0
4/
154.66
130
/30
22 + 50 . 00
E
71
/20 /20
N
w
H-
c
07
CL
>-
31▪) IROIRO
s_
a
KC
CO /70 /70
03
LC
71
Li
�, �60 — 160
0
10.007 0.007 i
0 ) \-\
4:1
1 :-----------------------------------------------------------------------------------
-- - - -- -- -- -- -- -- -- -- -- --- ---
P: izin
[phone]up
8601 Six Forks Road, Forum 1,Suite 700
cc
/3n Raleigh, North Carolina 27615-3960
NC License No. F-0112
o Engineers I Construction Managers I Planners I Scientists
CNJ Y 5 Do
www.rkk.com
150 1 0 130 120 110 100 90 80 70 60 50 40 30 20 10 10 i) Responsive People Creative Solutions

Submitted 9/2/2020
co 0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
I -5986A Si X -248
/70 1 0 1 0 130 120 1 0 100 90 80 70 60 50 40 30 210 10 0 10 20 30 410 510 60 710 80 90 100 110 120 130 140 150 /70
SITE 21
PERMIT DRAWING
/60_ ----_____________________________ _ _ SHEET 50 OF 163 /60
4., -__---- 1 WETLAND
/.50 6D----_ .060 0.060
�_ _____k_ .lr�l /.50
1 - ;la
/48.80 ---__---- \ )/7-
140 /45,95 3/ 140
_____________________
-----------------------------
______ ,„
16 + 00 . 00
/20 /20
‘70 /70
/60 ________
4°/ 1 WN D
__
/50 6:I ,,, .060 0.060 Lou—row- 150
147.55
\'\146,93 _'_,
140 '--` °/ 140
--_________- _
15 + 50 . 00
E
01
/20 /20
N
w
1-
CC
CL
3 /70 /70
E
L
a
03
--- ----- 4°/ W ET LA N D
__
H
• �50
— 60l __ , .060 0.060
L
0
/46.17
146.66
/40 J./ 140
E
w, /30r--3� I"30
F---- -
15 + 00 . 00 129.00 RKA
ft
c,
w P: [phone]
0_ 8601 Six Forks Road, Forum 1,Suite 700
o /20 Raleigh, North Carolina 27615-3960
o NC License No. F-0112
o )/'5 R P D Engineers I Construction Managers I Planners I Scientists
oT D, www.rkk.com
\ � 150 121,0 130 120 110 100 90 80 70 610 50 40 30 20 10 0 10 20 30 410 50 60 710 80 90 100 110 Responsive People I Creative Solutions
i

Submitted 9/2/2020
'-1° 0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
cn N up 111:111:111I —5986A Si X -252
/70 1. 0 1 0 130 120 110 100 90 80 0 610 50 40 30 210 10 0 10 20 30 0 060 710 0 90 100 110 120 1 0 140 150 /70
SITE 22
PERMIT D WING
/60 _ _ - _ - S Hf ET 51 F 163 I /60
WETLAND
oil i0.013 0.013 L ,�
/50 / 4' 1
/504:1 GLI
i11iIjtIIIIiIIIIII__ 1_ _
------ 138,30
/_3n /.3n
/20 21 + 50 . 00 /20
/60 — — — /60
WETLAND ,0.033 0.033 WETLAND
4:1 4:1
�?0 L40
131.30
/20 /20
21 + 00 . 00
E
71
//0 I/O
N —
w
H-
07
0
>-
3 / o - - — - — leo
S_
1
WETLAND
KE
co
WETLAND
/50
► 0.053 0.0503
/50
7
Li
4:1
l40 —IIIIirrrrii::E
--—- ---- - -- - -- - --- - --- -- -------- -------- ----
/.30
131.20
E
up
/20 20 + 50 . 00 IRK (
w P: [phone]
i 8601 Six Forks Road, Forum 1,Suite 700
//0 Raleigh, North Carolina 27615-3960
o 2 NC License No. F-0112
o75 0
Y5 L F D I
Engineers I Construction Managers I Planners ' Scientists
CNJ a)
o www.rkk.com
150 1�0 130 120 110 100 90 80 70 0 50 40 30 20 10 0 10 20 30 0 50 60 0 80 90 1')0 1 0 Responsive People Creative Solutions
i

Submitted 9/2/2020
0- PROJECT REFERENCE NO. SHEET NO.
o-
PERMIT DRAWING -5986A 22
coRAW SHEET NO.
SHEET52 OF 163 ROAENGINEERSIGN S ENGINEER
\kr)
•o O
o D
' DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
\\
t (12) \\//
P tee.
\\\
O Q 0 G�
O• �'P \- , )..
Or
O M
ITE 2 � PDE - N
a) S 3 W
I
0/ a el .
N N 0• CHORD R , 0 0 0 CHORD Q4 e e PROP.WOVEN0 WIRE FENCE 0 R y LLI
W
Q F- A W
c ---------------------------------------- ----------------
--------------------------CI� Atr�
__________________________________ SPECIAL CUT 4' BASE DITCH I
W 2 TONS CL B RIPRAP WOODS \ LATERAL 4' BASE DITCH WOODS
CO
W ( W/7SYGEOFAB SEE DETAIL F \\ SEE DETAIL D 3 TONS CL B RIB'
ZT \ W/10 SY GEO IMP 0.1.07 W
> > > > > > \ ����r
�"�' i.� -•i�+ +siri►irrrlriii�ili��ii-f/�iii�✓Iri3�•'��i '�
P 1+„‘Pgkk.WM t i PreM Pox. mimaream.. ..,,•*,:sq_i_i;,„
milersvriorgrirw,,zwiMiime.F-F7isig=1/ "ifs
W —x 48 WW & I SBW X x x F — _ - X X X X X IIR 14
CAT-1 _/ R/W MON �R4-4 X C��ikiiii X y- . . A� �• 7- -� , . . �2 r �k F 0
�, �ai. _ _ GREU TL-3 48" WW SBW _/ R/w MON F ��4 `
_ U
A CAT-1 XV
V > I. III N
— lILO i�
— PLUG & FILL W/ i i
Ire
L__ l2'BST �LOWA$LE FILL-h- b MTL- N
- _ r °DII l 95 SBL 46'BST — —II
_ .
io
240 00 — PLUG & FILL W/ — _ 'CC+ —�1�L ABLE ftU-- 2 5+00 III
Ilmm
I 250+00
2GIB-WSF N 40` 50' 46.3" E __ -L- T. . _ ---J----�-- 2GIB- SF
2GIB-WSF REMOVE DI 15" RCP-IV - 2GIB-WSF — — 2GIB—WSF
_ I
-- .T 15" RCP-IV WSF ••EMOVE DI18" RCP-IV J
— - W
/-95 NBL VAR BST - Z
J
4.5'BST rI
- T- - - -T - -T- - - - -T- - - MTL V
C` > > > > > — _ — —T— — �� — 2GIB-WSF
7yy — 40TC6 —— _ Q
`` SPECIAL CUT DITCH 85+00
iii,
` \ � TL-3 PROP. SBG
IIG
--
I H X_ x F - &__. - - -
SPECIAL CUT DITC WOODS X .A
% -� t = .- SEE DETAIL B X X X X X X -�- 77: '
m=win
_LwA
"T.. 6. -t'.illewa&I-ii"&".°Wiliklilaki 4 6 A
7 irr) 0 .0 004.11W1 --11P410 ___—•-- 1p.- .." )11.- 0.- ).„, --._________- 1....
CV .7: 0 1.0100001;0101000•000000 , • • • • • • • • _ • • _
_ p • WOODS r 2 TON B . P H •o(5)
`cc�� CD WOODS GEOFAB
LATERAL V DITCH
------------------- ---- -- SEE DETAIL K
a p 8 TONS CL B RIPRAP ________-- •C ------
C j • W/21 SY GEO FAB RE NCE __--__-_-_ � •_ — R
p - =-w F E
-...I ?or, 0 -----"Illaxit-...-.e::::.::.�■- 'DROP.WOVEN_W CHORD ry
�;;;-.,--- _ • PUE PUE PUE PUE PUE PUE PUE PUE
v __ -- NE PUE
PUE
LI 4 • C SPECIAL CUT DITCH L +4N.. -,--.•
4 SEE DETAIL AA .-- PUE
i_
c 1% rn PUE� pUE
O •
O
. PUE
O
z - pUE
CO POE
/
E.
7
3
3
L
0
HD
HD
O
E
C
O
L
C
W
(I)
I-
E
cc
Lii
W DENOTES IMPACTS IN
50 25 0 50 00 1 Mi., ,4 SURFACE WATER MOS(
-
o , I ` DENOTES TEMPORARY FOR -LLT SEC1- PROFILE SEE SHTS. 103 AND 104 8 1 Si 8 Forks
0
` ' 1 " 8601 Six Forks Road,Forum 1,Suite 700
o'er '2'7� IMPACTS IN SURFACE WATER Raleigh,North Carolina 27615 3960
N �✓ FOR -LRT SEC1- PROFILE SEE SHTS. 103 AND 104
o c SCALE NC License No. F-0112
N� FOR -Y5RPA- PROFILE SEE SHT. 161 Engineers ConstructionMana Managers Planners Scientists
,-, FOR -Y5FLY- PROFILE SEE SHT. 171 g I g I I
C) 7 www.rkk.com
. FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
co Responsive People Creative Solutions
ls

Submitted 9/2/2020
o- PROJECT REFERENCE NO. SHEET NO.
PERMIT DRAWING I—5986A 22
co RAW SHEET NO.
SHEET53 OF 163 ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
\kr
N �
b 0
o D
' DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
al \\
fl, \\\1,
tP Le.C.`_ Oa,
O Q �� G�
O �'P
\-\, ,o,
O \
O \ ' M
in f SITE 23 PDE m �, N
M j— r T
_ _ _ _ CHORD Oh '' ' _ PROP.W0V N_ = II W
.A. i—
N N CHORD R _ _ _ _ _ _ _ _ E _ WIRE FENCE __ R ( ,..p•�
"' � W
� �
_ c
SPECIAL CUT 4' BASE DITCH
IS
� � �
W C 132.0 ---------------------------------------------- LATERAL 4' BASE DITCH WOODS 3 TONS CL B RI
2 TONS CL B RIPRAP WOODS
W m SEE DETAIL F
W/7 SY GEO FAB SEE DETAIL D
I
'� - 4610 W/10 SY GEO __Pr
1 > > > > � � > > > > • > > ► O.'
> > > > _ _ _ - o ter'. UJ
I . ' . . . . . . . . . . • . . . . t ft1/4 6 4,Ilw s gaM4...A1M6ralAhr-dirlf a I IT frifillityliTAUlder
lirlIA Ininm an.Ali* M,i
X X X X _�- - 140
1� �e.a�PIPMF. "--.
CO
Zlil 48" WW & I SBW ` x �=�E __ --- �� _ �a..r��F Itet
A OCAT-1..z�I•: 14.° / GREU TL-3�`r 'iN '� .- .- .-�' ! N '� .� �� -�- -�- '�" �.i.'!' Riw �MON i► ���s • 6.41iiiiiiiiiiiii
ili
15" C0� -�,�� 91:
ae
0zzl
U 0ezr�� -
�1 11Wilil " N
_ - _ µµ 0. O'8Zl '.
• LL i e Zc CI LO
- - ���
Q 12'BST eei �LOWA$LEftLL-tH-U wi I L-- y , N
11— �
E - to -II
r O°II 95 46'BST NI •
- _ _ ni PLUG & FILL W/ -- �I— Q
�� II—PLOWABLE ABLE Fitt— 245+OU L311 I—
i 2GIB-WSF DI r�
N_40 50 46.3E __ _ 13 0 —L— io'BST 250+00 1 I (n
----�I— I WC r3a
__� F�____ — _ — -- --- __ ___ —__ _— ____ _ ,� 2GIB-WSF I
—
RE�E DI 15" RCP-IV --- --- D 2GIB WSF
----MTL J
t - - - 9.5'BST eci " k.,•_ A. , _ REMOVE DI 18" RCP-IV
1
Lill
J 5 NBL VAR BST Z
J
_ _ 0C4 — —T— — — —T — —T— — - — — —T— — _ MTL
13z.0
�� - > > > > - -T -- OPP! MEM MI Q
--0tt
v� _ twomigimmix------iirri85 aezr 2
�\ SPECIA CUT DITCH +00
. . . _ .E�42j 3 ::-�^.�. .�. ram. N i i . i . J-�i6 _ . -
�,� 4 SPECIALX x X x X X X �"� —�L� —r . - - _ - - ^ �_
c
OCI
. 4 �_ t _,°; �" WOODS x �_ `�►- -
CUT DITCH X X
SEE DETAIL T `wrm F -
-0 ``, iy B '- .-�� 1 � � . -lietrlate
m > >
•
•
•
•
2 TON , B .,..t 'P .o •
CV
CV
WOODS C('�S H
04.e . . •• - • • • • l.l-'
illik
LATERAL V DITCH
WOODS ill iit.G
AB
SO.
,� y . . -------------------- --_ . . SEE DETAIL K
8 TONS CL B R P __ --- --
m 1 SY GEO �'s�_, ,. ' ___---_------- C EnICE 'O --- --------------- '�
O -- �.._.yy:�. 1 __-- EN_WIR F ►� — R _
1 �.��:::::: :. ——'—ir0 PROPeWOV _ CHORD ��► - ,z,.0
_c to ...,.--5.,.... m _---
�..:..I • PUE PUE PUE PUE �z PUE PUE PUE
co
m y _-_ A PUE PUE PUE
• C SPECIAL CUT DITCH `► �� •V -.• ?LIE
�132•�-
SEE DETAIL AA .� PUE
C PUE� PUE
o
. PUE
c/n •
• NE
m NE
0 E.
7
C ,
3
L
O
701
C
(i)
E
C
0
L
C
W
U)
I-
CC
w DENOTES IMPACTS IN
50 25 0 50 100 / SURFACE WATER
,r)
G�I RKodC
ilill �� /' DENOTES TEMPORARY FOR -LLT SEC1- PROFILE SEE SHTS. 103 AND 104 8601 P:(919i Forks Road,
o? /�//// /. IMPACTS IN SURFACE WATER Raleigh,North sCaroiina 27615 960 700
N SCALE FOR —LRT SEC1— PROFILE SEE SHTS. 103 AND 104
o ro NC License No. F-0112
N� FOR -Y5RPA- PROFILE SEE SHT. 161 Engineers ConstructionMana Managers Planners Scientists
=� FOR —Y5FLY— PROFILE SEE SHT. 171 g I g I I
c'J 0 www.rkk.com
COMW FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 Responsive People I Creative Solutions

Submitted 9/2/2020
cr r 25 0 25 50 PDE \ A \ PDE PROJECT REFERENCE NO. SHEET NO.
m I-5986A 23
7 i 1 i 11 W ���® RM/ SHEET NO.
DENOTES IMPACTS IN �'��•�
jam`1 ROADWAY DESIGN HYDRAULICS
SCALE FOR INSETEN G I • I SURFACE WATERa_
ENGINEER ENGINEER
50 25 0 50 100 j�//i DENOTES TEMPORARY =4114 6
ilill \__Ja /�° IMPACTS IN SURFACE WATER ASP IA
SCALE ,-3� � 011
_mow r,, v
,-..mt op, Fr I
at,
40
IF (19
�� m P
INS ET A ir- �1� DOCUMENT NOT CONSIDERED FINAL
AriAtail���r�r��r�i We +�r '''''' ���� �� UNLESS ALL SIGNATURES COMPLETED
011106441
,r. ps, P E RM I I D RAWI N G
- .;w_��,�.'_ � %Nib j
SHEET 54 OF 163
SEE INSET A _. q • ''��� ,. —
Vaintri, t- 0 Anti; •---__..... AII -
-W +gyp: ---
PDE - ` _r° U��.i�
r_ /I tiJ\
��,"'
1\ _ 15' COai . -4
/33IE., _0 _ 4T 1 #
11. A - •
_ ��3 V 16
SITE 230. R •
N ;r PROP, WOV N WIRE FENCE
_c ,
�� `° SC-2 LATERAL 4' BASE DITCH � ----------------------------- -- - ^'_ - - -�
t, SEE DETAIL D "���% i _______ e
Ili
W �.��.'.- ���� ��—�`�— — SPECIAL CUT DITCH 2 TONS CL B RIPRAP BILLBOARD ---------------------------------______-- O
.�\ \ 48 W & SBW Zz / < < < SEE DETAIL B W/7 SY GEO FAB C
41.
CO ii, i • - _-- ' \. �. . . • woods •
— C <
_ -_ma's j �7 ': "W I SBW X�X X X43 �
--- -F -/w ON . . . . . . . . . . . . . . \ / 48" WW 8 SBW R/yy MON W Ct x 48° WW
Wi RM #16 F s W
1 k.- v �7d, T T T GREU TL-3
\� W � Z — - --Z--- --
--Z---L---S-
---L---�II PLUG & IIIL W/ _ �O \ \ l 95 SBL 45'BST 10.5'BSTIt— WCO
!co FILLII
Oik
Oikoke;
\ \ �I „,
�� PLUG & FLL W/ — W
ii, -1 /-95 SBL 37'BSlO i FLOWABFIC�255+00 I I
+
---!I—
N \ N _,_ 50' ___ E 2GIB WSF 15" RCP-IV REMOVE DI T 0
1/� — — I — = — — — N ,40° 44' 45.7" E , I I p
rtir \ -- MTL-L---1----L---1- -L-- — _ —
N \ \ REMOVE DI — — - iviTL- --- ---- - 260 90 2GIB WSF - --_- fiwwu 265+00 O
\ \ \ — Co
III
\C 95 NBL VAR BST —
\ \ \ -
,I PLUG & FILL W/ 1-95 NBL 37'BST W
— —
II PLOWABLE FILL O
1 \ \ — /I 5'RST N
J 1 1 1 �� \ y���G - DI REMOVE DI ■
�y mmIIIIIIIIIIIII lNC H
LLIWA � � .�. W - - - -T- - Fin _ _ _
Z 1 1 i 1 I '` 48 WW & I SB _ T— — �,� PLUG & FILL W/
•
•
•
•
•
r^+ t 4.
r :_ \ • . • • • • . .
wooDs -- X X Y X ? �x— x — � x
1 , igli* � �� �� \ 1/ 48'�NW & I SBW J
1 —Kr _ �� - SPECIALCUT 4' BASE DITCH
7=4. \��� 1, � SEE DETAIL F
C `�►`!M��*r�'"==�<CsR�� _ BILLBOARD ` < --
On . �- at . r �`ti �� r isi �a • < t < < ` - - - C
I�s
asp 4 :A ---- ----
�,�.:�:: WOODS -------
•NI LATE'.'L 4 BASE DITCH \\ ____----------------- -_C_ WIRE FENC e
m ��p A `,, SE• DETAIL D N. �' '� -- -------------- PROP.W�VEN 0
e
�?�� ------�\ _ _ --- • ��---------------------i--- _ Or
CHORD PUE
R
'� 0 PROP.WOVEN WIR� F■ [ e 1 O N/ o e • RUE PUE PUE
PUE PUE ' RUE PUE PUE PUE PUE ‘\-‘‘\ \ - PUE PUE PUE PUE
co
co 0 I SITE 23
ss
FIB �_
I NS ET B ' a, m
-
Af VAII S C 1 f� ■ p ``
HI') \s'\
TIE FENCE
(1) \\ Wit\°,
�� CUVLERT W
m $1L
�totet tt rAwfw awiel6
3' 11,1jP 1 PARgatt I \
(0 INNI
Tio INSET B II � ���c - 1 �.. .__
E *WIN Akite
Nit k lr.
E Ere *SW A eFitill i 'Iller
.tioa
w \rn
TIE FENCE TO ` f tgAls
��� A�10
' CUVLERT WING
LATE
cc WALL 01 111'34Lo `.�r.��
i Fa OK
1 itillV
4._ P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
)N
No c NC License No. F-0112
N� ti FOR -LLT SEC1- PROFILE SEE SHTS. 104 AND 105 Engineers I Construction Managers i Planners i Scientists
o=7 /S3S99 . 0FOR -LRT SEC1- PROFILE SEE SHTS. 104 AND 105 W,n„�,,rkk.com
� ._ ?8' 6F PUE * FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 Responsive People I Creative Solutions

Submitted 9/2/2020
0- r 25 0 25 50 P D E \ \ P D E PROJECT REFERENCE NO. SHEET NO.
m o l 5986A 23
7 i • i l �� R'W SHEET NO.
/ DENOTES IMPACTS IN W �"'� ��� ROADWAY DESIGN HYDRAULICS
SCALE FOR INSET N
� i: � SURFACE WATER Q Ai
G L I �� �`\ ENGINEER ENGINEER
50 25 0 50 100 ri-E —\2?-- / DENOTES TEMPORARY �\\ Atm. I i°'rs
:ii
w
IMPACTS IN SURFACE WATER trl ' \r-,,, ,
Iill
SCALE �� ; "I` 17,41 �V„,.,,4
AI* Fri rattli c-',-Th
istiaito
iity
INSETA IAoesee' A 4 ,1
igil
��
rat / DOCUMENT NOT CONSIDERED FINAL
Asividay- -,�rr�`r�, Ail
UNLESS ALL SIGNATURES COMPLETED
}fir,
,�� ,� , !
V ,�: ,lttf =-, it PERMIT DRAWING
17
— �r �` ill SHEET 55 OF 163
• ■ �t���r�r• /4111 4 34
r r" +_•,�
Jramp
SEE INSET A11!AUteetv2° kV'
...,,,swo serg# 0,---------- cs) --... --
ste,it 4 i 6 ,4 1.- qe_\ --- iir-
.„ ,241 )-
IPDE
kii , e '2g 15'm C0 �� r! ...ik ,
�4411,
if.SI T E 23 lAr- -,,i . ��� ,--.�.
l. ��� r-__
1: # j ' _-_L
• . . ..-� w-,.�. . = PROP• WOVN WIRE FENCE *
4
'��i, + SC-2 LATERAL L ' : 'SE DDITCHSE lw ... iiii
m� �mc -\----- -- ------ ----- -- - -- - - -y - „�
�, low SPEC L CUT DITCH 2 TONS CL B RIPRAP BILLBOARD °`"
W 41.
14.1 ��1�� �� 4������B �m��ri�=- ►�i�� =_ < m < < • -- SEE : TAIL B _ W/7 SY<EO FAB ------------------------ __ �C
Awarm
U) - `.�� _ . . . WOODS — 7 C ;
/ �'�. - �'► �_.r►. , � - —x X X X —0\X43 A X f x
I -� A� ter- -. \/_�/ 8 WW & SBW R/W MON W t� 48" WW &
W .,._Q M
W
1 II �� �� - •`-. Qs 130.0 W
.•
v"
iiirmillinilinmairli U)
off► -__
Q ��-\\� �1 95 SBL 45'BST — - Cam- +I- -- --- ----i---s----z- L---s----L---s _
O L�•T \ \ _ lo, FLOWABLE FILL �OaE' - �`r W
Ih �' II
W
_ III - I PLUG & fILL W/ 1-95 BL S/'E1Sl
0 __ —�i, c)j I FLOWABLFFR1— $••
—
�V ► \— 255+00 I I ��\
_�AZ °` ��:�::�----- --- I ,` 2GIB-WSF 15" RCP-IV • . •. ; \ , ,. , �,N - -
' - —
� I
-- -L- J- - - T - --L-- T S T ��--L----T----Z- 5'esr ---L---s----L---s----L-- 265+00
Nv‘k �� \ _ REMOVE DI �Z� 00 2GIB-WSF :• O
Id'9E1
e.l —
\ \ \ CD
I-I — O
H VW-95 NBL VAR BST —
\ \ C' 1-95 N 3T_BST to
III PLUG & FILL W/
II . '' ' N
AMR /5'RST
' 130 / •0
136.0 I I Di REMOVE DI 136.0 ■
wr)ka\ _ _
N
W ��` _ liali 0 YEI
.� i — _ PLUG & FILL W/
�S �1 � ? -�. •v ,�-�r.. W _✓T- . ' — . e. — —r— — cal I‘ • FTCL — — — —T—
63
Z �� \♦ •' + �. ✓ t'. . . - �' - "�' 4 8" WIN & I S B -_ - - • .. . —T— — —
.� ! /�-� �Y ' X--X�X X X X X X �C 9 M. 7 \ 4t X — try 131-0--x
J T"� 'sk _;:- WOODS
G X . . . . . . : s- 3 X 48`� J SBW X
�� mg , _ ___,.____ ____.
):k ice. mml
1
SPECIAL CUT •4' BASE DITCH < W
'�- � •� •;� � .65i4M--VW
m SEE DETAIL F <
�,.�.. �.':� : �, .�— •- .#494~ BILLBOARD < ..\....:7 <
7;:ryfir
omitavy
Li
WOOD
WIRE FENCE _
V.,;1` t PROP•WOVEN
�.,�� ,.. LATE'. L 4' BASE ------- -
Iliiiir
ift
\I..
„,
,:\s‘\
1' • 'iTurl,E_ FENa CE
�'� . _ ifi,� _ if -- ---------- _- _ v " CHORDP PUE_ i-0 7� ` �� PROP.WOVE n►• a i : -_ e - R = l RUE PUE UE Q
Ifr m� � �W , �9£ PUE
Q PUE PUE RUE PUE PUE PUE PUE PIN \ \ \
co �� \—\ PUE PUE PUE
— — T —
o- ss SE E �� SITE 23 _ _
. .
I N S ET B IV*:,SI ,,°� SC_1 � ��i 1. • . ,....,,,..„,, ------ iwiN
0 \\z, ..., -strA .4 '', \
\ \
cn
• r
p,` ,-eiiiiii, ' litt.,„ „____ WA
‘,17'ntieti%IMV-Will141,7
4171 itk A A L t ' lik.
_ flomi \I N S ET B
ltli ...,,.. Aritem-.0 Illa.,qqiii‘iTaiiii 'op;,
E 8--) `D. NiVe• %, i TWO,
Iii0ri
TIE FENCE TO l��i�+ �• ��
CUVLERT WING `�� `r:`��: LATE
c,
WALL „,.,`;,l���
0_ WIVi'SI RAC ft
�,�$1,0 P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
)N \)4b444°‘
FOR -LLT SEC1- PROFILE SEE SHTS. 104 AND 105NC License No. F 0112
�� �' • Engineers I Construction Managers I Planners I Scientists
o= �S3Sg9a FOR -LRT SEC1- PROFILE SEE SHTS. 104 AND 105www,rkk.com
�/ ' ,8' 6 F PUEFOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2 D-2 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
tr
l-5986A
I ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
IP
P
_id_ • PERMIT DRAWING
SHEET 56 OF 163
GLI il
150 150
140 140
STA. 2 52 34.5 —L—
_
i-grigT-KIT ---
KEW 60°
130 __ i__ — _�. _ --�___ 130
i .♦ -�
i
i
I '-------
•
0 `
`.
2-81x$' RCBC v
•
•
i
1 ' TALL FLOODPLAIN BENCH
Sill IN RIGHT BARREL
120ri
PROPOSED CHANNEL 120
NWS = 118.25'
+ —————— — ,--71M1....,—..arararsPSer.s..—_r_—
7
N 5 = 0. 2%
w
H
` , PROPOSED Y PROPOSED
110 ELEVATION = 115.7' ELEVATION = 116.0' 110
E
L
Q
Di
CO
CO
0—
Lc)
(__)
0-
of
C
2 — 8 ' X 8 ' RCBC
U)
C
(burieçl1. 0')
E
L (le
ng th = 244 '
C
w
up
H-
-,,
cc
w
y RK0 f
0 P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO 13 L NC License No. F-0112
0± (f Engineers I Construction Managers I Planners I Scientists
N=a) 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
coICC Responsive People 1 Creative Solutions

Submitted 9/2/2020
C �� ;���'�� I NI
// ��'4 ,' 1' V 11 SY GEO FAB SP. LATERAL 4' BASE DITCH PROJECT REFERENCE NO. SHEET NO.
yi I . ..., I v`v I v
ERAL 4' BASE DITCH TOE PROTECTION 2G1 :- !��'� dpi
� SEE DETAIL C 1-59` I� ; !-; BEGIN FENCE NO.rrep ROADWAY DEGN HYDRAULICS
' j — — — — 9�M — — worjew.._---411111111111:40w1r,A111
/
W7414.
1 : le-i: .._. r
LI
3.e Il inl0 I,1,I,.r11'1 1l.o.-1g1
vi A re.4aPre
il:1.n II IgLt:Iigui:�ra/ /Vi/ IPA1iirkiii iavo /e/I.il1/`Iegin �. . ,..:moo/ia//.nu -��r■�"nifiA 1j-
I!oriNgi/ illnl _ ----------
"' r .� i !/_nierrinA.ir�+i/ g " r�� i0111 0i/i♦1:. r. hi�//.---_._ _ 5 i ,�►` '" y' -------------- _ < J
11 ) f . 5 cfs 24 RCP-III �' ' „-63--,..-6.)--<,±L ,
JB W/MH 1- RCP-III
I� ' NC ►' ROP. SBG U
Vl 0 = .91 ft/� T T T T T T T T T T i=_ Ai
� •
Iw�ww■www��rr����
WWA/ 1* C __I—-- ---I-- DOCUMENT NOT CONSIDERED FINAL
IM1 UNLESS ALL SIGNATURES COMPLETED
1 _ - II ' n c 7-
INSET A PERMIT DRAWING
S EET 57 OF 163
N 41°32'49" E
618.73' -
r�
6
SITE 24z
hP�'
W
SEE INSET A SD-2 'I .. :
Q10=7.95 cfs Y ,� Q10=61.9 cfs
'� viz v1o=o.8o ft/s � � . ,._ W 1_ _V10_2.04 ft7s WOOF
• PROP_WOVEN WIRE FENCE R
- R e
CO f4, o = / . 1,a:_ J;�, 1;� AL _ Ty O I B RIP RAP •
N Ty 3 TOW B� P RAP `, 5. � � � 3 TON CL B RIP RAP ��e \ W/7. SY GEO FAB WOODS --_----- ------ — _ C N
,� "rieVirfilf
V11 SY GE FAO B SP. LATERAL 4' BAD DI H /�T`�� --_ -_
W �ATERAL 4' BASE DITCH TOE PROTECTION ----
SEE DETAIL C C REMOVE. NCE SP. CUT 4' BASE DITCH
W/CL B RIPRAP �` . �.% ur SEE DETAIL F W
■ SEE DETAIL HAgifiNplr Airralig7T- 47 - --74r-4041, r . IF--JI ---- - - - - W����•_
Muir/ W
. momosob,71portimmortlirommtapripraiicvnii,,..).1c.. ?__.... 411111111EXXXnarawratil*Ritabl(4 . 4, ,.
103ig//Me�gill.'- 1.ttilr�� rala/��. , �i i%Ol'!% P �s jllg% amibilailigall / // ,,,i lAdIPMF Pr0AAO
_ _ --------------_ �- . . �F�
a.1flf 1.15 cfs 24" RCP-III �� PROPS G W W V10--3�.91 JB W/MH .�■ �� reNC ROP. SB
LLI
_ c." 11 r z N5 DST _ ' > DI CONC
V
o3 QO -95 SBL 37'BST V
ci
r -co — I I 1 ri
305fnn = - - O
LO
2GIB- 3.5'B 2GIB-WSF
+ I i— -I 2GIB-WSF II Cb_N�C I I i— 15" RCP IV I D CONC
0 15"RCP-1V f _I_ l F/ 0vE�1 T_ _T _1- --s----i---s----z----L---N- - 5�0' 3-2�� 2GIB-WSF REMOVE DI 3�fQ0- -s----- i T i = — r
----- -------I► ��� 3'RST
CV)
TrWs• 1 IIT - _ - M
44C■ /-95 NBL VAR BST . � � ��
INN _
;_i GIB-W I.
■ I•• - - ��!PL-G. & FILL W/ — 4
�v— _ ---T---T--- — _ uL_!I I 10'BST DI z�'
I-A .I CONC HW v
�� , ) REMOVE DI
J PROP. SBG PROP. SBG "Mil. i i 1�= '� J1 TON CL B RIP RAP , - �i' ' I ,%cY'S� ° REMOVE EXISTING FENCE C.
--- - -\N 1 G • F•B - RCP-R ` : ,:e,,(Agil ! ___ '� � L -X X I IX X X
•
-��� - -eiM- �i.7�+ � " X -'SPECIAL CUT BASE DITCH
Z ���_G_ •: � �� =t+� � �wr` `� — — — _ — — �T�cNRARD BA' DITCH `` ii_- _
__��_ / Q10=35.35 cfs ,k! .y� `'4' ��' SEA RETAIL �1
J ` 4 V1011.97 ft/s ± p y '' '-.,—JS — — 7a OODS SEE DETAIL F J
S:
- `"sly. _ _ R _ 0 _
/=� LATERAL 4' BASE DITCH, WOODS /� Sf _ la,
Q10=17.79 cfs X S.�S� �;RGP
V SEE DET IL D- SWAMP c' ���� OVEN�W�RE FENCE VWY -C111111111111111111111m••••-----_
-401
SD—i N y �,
,r,._
co
\\ SEE INSET B \
,,
SITE 24 6�s��
_,
.,,,
,_.
_ S 0°38'56"�WW
X X X X 4 386. X X XX- X X X X X X X X X X X X X X X X X X X X X
n
71 - --- 1 v, I i_ \
I II 'II -_
''‘ • . 1 - T T I
PROP. SBG ri
■IEVI Fl
1 TON CL B RIP RAP __i _ _ - ,�
-W/�- -G F B ---- RCP—R 1 Ali tefs.a'p i0� . 4
c - - . . - - 2.4i-: 0 lig: k% -. -01094101Ints ------------ --- ---4------L---L-j----- - _ _ _ - - — - -" 'r- Th------('_
mmaimm
4#1004.1411.10.-. . ,---
i.-04-1:0 mot p...— . . ,- -,, - - . _ __.:/
02
/, — 9�M — ��,�=`7►`�Lik, ,,. ' 119 — _ — — — STANDARD BA DITCH ` „;,
Q10 35.35 cfs A ���: •////C
.AN 9,M — V S . DETAIL I 7 .
-----
i ,, _--------- JS\ ">',? v ____ ____ ____ 91m z
IS
V101 .9 7 ft/s v `� liar •
7' ; 4 .. 14.
0 _ \IP,JV (CCU 125043
L /�� DENOTES FILL IN A Q 0 - 1 . cf$
H 25 0 25 50 WETLAND c i S� v \
illiliiiii......_ SI r I , wi DENOTES IMPACTS IN � `/ V1 O - .86 ft/s /` -� V SURFACE WATER 1•11111/
/SCALE FOR INSET • IIIIKIIIIIK / RI ��
.10 DENOTES MECHANIZED
* •� CLEARING INSET B 8 1 Si 878-9560
0
0 50 25 0 50 00 � Bale Six Forks Road,liForum -3960 700
/' DENOTES TEMPORARY NC License No.F-0112na 27615 3960
//%/� IMPACTS IN SURFACE WATER FOR -LLT SEC2- PROFILE SEE SHTS. 108 THRU 109
_�� FOR -LRT SEC2- PROFILE SEE SHTS. 108 THRU 109 Engineers Construction Managers Planners Scientists
N I SCALE �////� DENOTES EXCAVATION �, / DENOTES
IN WETLA TEMPORARY
www.rkk.com
cv IN WETLAND /// FOR DITCH DETAILS SEE SHTS. 2 D-3 THRU 2 D-4 Responsive People I Creative Solutions

Submitted 9/2/2020
/\ .�i .� v�v u I „ � ' N. I / �c-'( 1, WK 1YSYZ EO FAB SP. LAT�FRAL 54$9BA E DITCH PROJECT REFERENCE NO. SHEET NO.
FERAL 4' BASE DI CH TOE PROTECTION 2G1 : , E 1 ,��// y SEE DETAIL C I-5986A 27
W/CL 6 RIPRAP p ` m ►/ �'��,0 BEGIN FENCE _ �� RrW SHEET NO.
ETAI L D le 1 ry � 7c� ROADWAY DESIGN HYDRAULICS
SEE DETAIL H E a ,% ENGINEER___ _ _ _ 9 Imir ---- Ir ENGINEER
--, Am.-7e ,„-w lit,,,,,,,1 iiri _.....„,_
.. -AlOnICICIMrtalrniArmi"P 7- 1 ul...
\ 4111,r i MPIMIIIMPIWA EV&I fr I -141. 411,4146, .7
lt
h' � 01 `rAr�, / ,� ihr r .//Ijitt:i Ai j:j' ..P.M - - - - - r ��% 'r!t %� l ! ." riCA:1 - Alik �; -------------- _
- I47'" Veiligher...e""'—intei-ww- ---wolifL I Op., ' Ar '--(. --.-4------ . _
1 .15 cfs m9z 24„ ■ '—III - . . �.. . 15" : '
T__
V10 = CP—III ,� G�NC. j 'A'l '— L-C-3---L -,) u- -j -63----L,jr--<--J71 ' - - L- i--) L--u--) L-6--)—
PROP. SBG U
T T T —
_ T T T T T T _ _I. I ,�I lup-i. — -
mCl oi
7\fi1 = �' / --- - `�---I ----____ '-. s-F
DOCUMENT NOT CONSIDERED FINAL
0CI 1 UNLESS ALL SIGNATURES COMPLETED
IBCI ► - • - - r �-- -
I N S ET A
7 PERMIT DRAWING
SH E ET 58 O F 1 63
N 41°32'49" E
618.73'
0<r)
SITE 2 4wz /
1 , ,
, 0—__________
_....._
< SEE INSET A _ S D-2 1(
0.‘ .
Ql 0-7.95 cfs II QV10—6104 ft/sil
v10-0.8o ft/s _ _ W PROP.WOVEN WIRE FENCE
N_ VIZ - GODS O
)!
,� �,/ ± /
P► �— \ _1410
1.::_ •If*,l .. 0 11 B RIP RAP00
e - • ''''��/;'I �L' 4�" <e © W/7. f. EO AB WOODS___ -------- -- -- — C
N 3 TOW" B P RAP ��;�/ ----
ti,�� ,Ae/gOr 3 TON CL B RIP RAP T - - -
' v4(11 SY GEO FAB SP. LAT L 4' BA E DI1� T •
M WERAL 4' B SE DI CH TOE PROTECTION —� 2GIB- / I���, �/� SEE DETAIL C C- R NCE SP. CUT 4' SE DI��i
W o ;%� ' . •' 'Z' � ► f ' SEE DETAIL F ` W
BETA!
W/CL B RIPRAP �� ►`�,�'"�'��i � � . �► ""
W . SEE DETAIL H ° ,► ©. -`D" /r�� a , - - ���� �. Ate.; �► • �/ �< 0 1 1
lrrnrruresui,��i5r�� �ii,4nrnrrrrrr�urrrrrn'r�'�„ ►. k �k.- . >4� - \•u- ; T
pompom, torth4: dooricora xlit fi i��./I:� t-L'1f_:- alfi III/ri.inarignis./_a1l�ri:!�r�/aeo i/%% %%%iiiiv tier; �1% �, _
rrrviY�► iYOViY' Ste,-_ram !!rII�OI:!/r�Piiir�l!J/ralr//►�/'.Jalli,/�iR�r �� �� ;'�►'N �T�%' � ��.r _ _ �Ar �F\7
.a, 0 1.15 cfs 2 C '-III I� [�/ r� OV
W V10=` ai e9Z� �/ � ROP. SB ` GRE -
_ _ —� _� �1 L" ANC ��� i ��' .C' L,, W
LJ.I 'L/wi
! -� - W
eel
� , — W�� �--I �� �l _� DI CONC 0•6£1
0 =95 SBL v 7,0 1 1 1 I Q
mOo �rr-I 1�
O r 11 I I �— O
2GIB-WSF 5.5'Bs/ „ GIB-WSF +
+ _ — 1 1- 2GIB-WSF D1 C NC I 1 i 15 RC'- DI CONC I i
M TL — Iiri —
---_--T---- L----T--- ----T----Z----T----T----L--- , _ rI .. .-- ---L— T REMQV —L---L---_T--_ 4 ___, --- -— — --- N
0 15" RCP-IV 11 F OVEu1-- 3 _ i �GT�=WSF
• /-95 NBL VAR BST a'Ce rt
Q 2GIB-WSF TI1� LU_G_ R, RI I W/_
13z.e �� AR1 E Ra
132.0 11 I -- D 1 ' 13+-_
l� -- ,----T----1 -—r-- -' / 'BST
1ee MTL I •" I UIVCIN
1 i i i i i i i�� 1 i L i �. �� 4 !kJ�> zea� Oi'� C—ONC RE-(61) �.e1
PROP. SB 26.e —� PROP. SBG '� 4Y18' REMOVE EXISTING FENCE _ J
G F B RCP-H �I�•o �A�1 'AFL X� X C
J4i' �.rl' _ X X
•
�� I • �� • / X X X-
Z — —BIM— -�l ���' :� , i —� —\ — — — — _ ` — -- _ — . ---�---- ---- ---e
CLF
_ .,�. °NQARD BA' • TCH `/ �� e'9'
J ,�� �4�l. RETAIL _ /IC 'ECIAL CUT BASE DITC ' / .- .
/ Q10=35.35 cfs �� �, , '��'� ' ��� _�, • , 1 � - -a 00I E DETAIL F J
/ '� V10'�1.97 ft/s s ', rr 2.e �, �. _ _ _ ,_ AktirAt •
LATERAL 4' BASE DITCH, WOODS (� m 4,,"ii,+� X _ V� �; _ _
0-1 J i' ? Q10=17.' • cfs PiU SEE DET IL D- ' , AA Sr = - V10 .86 \N s1' `- RO t U
A SWA �=-�� PROPVOV�NN�WIRE FE E �ECP �- . . 136.0
o H
r-cp
P m WY V N
WY--, ir - m
Q ,�(r) / 1 _,22.0 s a
24e SEE AT ET B c9 c
..,,,...,,, S D-1 .
1
SITE 24
<,
(.0
co S O'38'S6"�W
o -X X X-- X X X - X - > X- K X X X X X X X X X X X X X X X X X X X X X
Li 406.09'
1
7 S-
13m iiiiiiiiimmi1v A v.ai--` "toilet
• � v iIIIIIIPr a EU
mow --r xi frYi A e.0 .
d'-', MEN. I• •M I I 1 1_,M I gl I I■_M I I II I I IM 14 II.
War 0
0
11144 up
1 TON CL B_RIP RAP ---- ----- --- -----=-- �� ,. � %�144
.: a
11.4 re. Tptilig) -
RCP—RI �, „� �:'►�'�r►� !i, ,� ��t�t� _ �
C �I� IN.. .�.�!�••�E� _____--- - -_— _— — — -- - �'-`
NW,Amp — ST N OARD BA ' TCH „-
� ,
,' , DETAIL 0 = 35.35 cfs "� �� T.................
0,ev
101Fir L...4k
(-C.
.97 f /s i - INV (I- E 125.43
Lo / F DENOTES FILL IN I ?, \ v Q1 0 = 1 7. • cfs
2J� 0 25J0 //� WETLAND '- Ii� el
��
ill
" G I ,1 j DENOTES IMPACTS IN00 ���-' \� �/ �/ V1 0 — .86 f
w V �!j`/// SURFACE WATER '_— V
SCALE FOR INSET RICIRK
tr) DENOTES MECHANIZED
" • • " CLEARING I NS ET B 8601P:[phone]
oN 50 25 0 50 00 � Six Forks Road,Forum 1,Suite 700
/' DENOTES TEMPORARY Raleigh,North Carolina 27615-3960
o ////� IMPACTS IN SURFACE WATER FOR -LLT SEC2- PROFILE SEE SHTS. 108 THRU 109 NC License No.F0112
cv� illitillilliiim....___ Engineers I Construction Managers I Planners I Scientists
_ � / FOR -LRT SEC2- PROFILE SEE SHTS. 108 THRU 109
N z SCALE //// DENOTES EXCAVATION / / DENOTES
E WETLAND
Responsive
� � IN WETLAND j' FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
tr I-5986A
Lc I I I I I
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
t I
t 1 SITE 24 ,
1
1 1 STA i 304 + 15I
. 11I PERM-1--T-DRA_kI
SHEET9 OF 163
I I I I I
I I I
I I I
GLI
101
, 1
, 1 ,
150 150
ol STA. 304 + 15.0 —L—
SKEW 90' — -
_
140 140
-, i r
..,N
ler,
....___
............... 1 ,-- ..........
._
.. _ . 1 130 M' . ....._
130
i I
,P
- PROPOS_ED
... sz/ SfiREAJMBE D
y NWS = 121 .21 '
120 — __----- -- ------ 120
llk
S- 0.06%
EXIST. GRO ND
PROPOSED
w ELEVATION = 118.80' PROPOSED
EA ELEV TION = 118.90'
LL
110 110
I
1 I I
E
L
Q
1
- - - - - -
1
Q
CO
CO
LS)
1
(__)
o1
c
ro 3 @1O ' X8 ' RCBC
L
O t t t t t
-,,,i
(burze4LQ )
L i i i 1 1 i (length = 171 '
c
w
,_
cc
up
RI•CilK
,_
7
(r) P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO U NC License No. F-0112
L
�� u Engineers I Construction Managers I Planners I Scientists
�_a) 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
oo_
coELLL Responsive People 1 Creative Solutions

r
Submitted 9/2/2020
L 0 0 5 10 PROJ. REFERENCE NO. SHEET NO.
RK01 I -5986A S2 X -8
P: [phone]
1 0 1 0 130 140 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 510 8601 Six Forks Road, Forum 1,Suite 700 10 110 120 130 140 150
Raleigh, North Carolina 27615-3960
I NC License No. F-0112
Engineers Construction Managers Planners Scientists PERMIT D RAW I N G
SITE 2 4 www.rkk.comA SHEET 59A OF 163
Responsive People I Creative Solutions _ i I
140 WETLAND — 1 — _ — GLI WETLAND40
H
0 025 0.020 0 1020 I 0.020 0.020 0.045
/30 3-1 _------------- -------1---------------------T---------------------------------------------------F----------------_____ 3../ /Jo
- 124.30
302 + 00 . .
120
140 WETLAND WETLAND 140
[-00 -- ________________ 7 —0 -
0.025 0.020 0.020 I A I 0.020 0.020 _ 0.025 1
4/
13G.83 ----
301 + 50 . 0
/40 WTLAt\ID - _ /40
1 0.025 0.0 0 0J020 0.020 0.020 0.025
/24.60
/20 301 + 0000
/20
E0-1
4
WETZI?AND /40
X I 0.025 0.020 0_1020 I_ 0.020 01020 0.025
6
3 /-30 --' ----
_____
Q ---------------------------- —��� �Q `I /24.75
co
'�� 300 + 50. 00 /20
oc
Lc
71
0-1
c
L
WETLAND
E 140 - - J40
1
E
0 I 0.025 0.020 0.020 L— 0.020 0.020 0.05
E26:I __ __ ___________,_________________________________________________________ _____ r_ ___ ___ ___ _ __ ___ ____________
LLI 130
w 3
3� 124.90
/20 '2 Qg 300 + 00 . 00 /20
0' 1
N
0 � L
0=
�._ 150 1,10 130 140 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 710 80 90 100 1 0 10 1 0 1d0 150

Submitted 9/2/2020
cr
I �06,,o0^� PROJECT REFERENCE NO. SHEET NO.
25 O 25 50 DENOTES EXCAVATION 1-5986A 3/
i
j//// IN WETLAND
6co
\,),
/ " " R/W/ SHEET NO.
I D E j DENOTES IMPACTS IN ROADWAY DESIGN HYDRAULICS
CO �r W Iri \fl SCALE FOR INSET j; j//� SURFACE WATER ENGINEER ENGINEER
1
'� /��i�� DENOTES TEMPORARY
50 25 0 50 100 LI3,
IMPACTS IN SURFACE WATER
O P+ ii� O� \ / 1 1 1 ),
x LL DENOTESIN WETLAND RARY
)ITCH L
SCALE
atiNtAl ..taa: \ /
, K a alit 4- 1411114.4"4`
/ 400'
1 1 � *414*��IMD TB.-—
� r_ �•�`��� 1�;���.� 4- DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
7- "tikfteNtlit-gA44PAIIIIPIP ' ;..addr \
11
s '� , �P01,Q,
PERMIT DRAWING
--� � -- � �a� � � �"" �`� SHEET 60 OF 163
40%
)--) -.1 .4
cc, • , .
111
INSET A
s
J' �9°
06,5 J.�'
0
0 1 ,
1 4, ,O 4)00•
I WAA
I T SE—i
T SEE INSET A ' SITE 25
1
, • T //
Wool
.:1\/.
O ! DE
O •
LATERAL• BASE DITCH
•
/ �1 \ PROP.WOVEN WIRE FENCE C SEE DETAIL P R N
Co LATERAL V DITCH ,� / / 0 ' + = C. 0 0 0 0 0 M
M SEE DETAIL K / ATERAL V DIT H ��� A W SP. CUT BASE DITCH
C �� tom. ATERAL BASE DITCH C SEE DETAIL F
r (0/
SEE DETAIL K o g mu.
/ / ...,. SEE DETAIL J / —
O ' is mNa►�, /
'EMOI�E FIST lNG ��� ��
, immoml=moimimmmommumimmommm:.-;.,411111 / u.1
_--�__III _ _ FENCE �.,��.� :_ �� _ _----------------- - __ -- -- --- _
- . . A 48' CLF A/ Mitt.!� F X X X X r ' X X. X XI\A/) •. 48' CLF /� /� WOODS
F '� WOODS _ .
LLI N 01°30'28" E
���M ����r��>zh -� •
W 0.7:' JB w/MH — �" a: s i i a: _ .I Mil II waria-
CO
10.5'BST O �V _ - O
O 1m < _ O
is� I0A
0 1-95 SBL 37'BST �='II I co
x I -C� /-y-) - CO
O — - — O
2GIB-WSF 15" RCP-IV 111-1 1 III I ,355+00 3'BST I 15" RCP-IV 2GIA-WSF 24" RCP-IV M
MOT Z 5--- ----i--- ----L--- ----Z -- ----L---�-- L- L--�---_---Z- 1- ----L---L--T S T T Z 1 _ -- -- --
2GIB-WSF = _ _ �i- 3'asr &!5&LO3.f -- 3F0+OO 2GIB-WSF — M
. III 1 ■
<
1-95 NBL 37'BST III nl /-95 Q
11 vI I-
1
i - - -
U I 10'BST Imo- --
1
�� .�
.• GREU TL-3 REMOVE EXISTING FENCE . f0-1
..4 CAT-1 GREU TL 1
Z _ -- � __ — 7 air ��� �� LZ_��— d=— .G-7- )H "--�_,_ m,/— ����� —�� � � -�—
�� T �- .- . �- T �� w 48" WW & ISBW �+
WLB—
ll.m LATERAL 2 BASE DITCH .. IF ‘41001c-__. — — _ — — S�� ''
•71-
I 00
SEE DETAIL J C 0 0 \ •,p�ryj- WAB ,- 4 I
I V
,-, 0
_c II_ A X LATERAL BASE DITCH WOODS I—
I
F" PUE PUE PUE PUE pUE 0 R
(EPO 0 X s.\ 5SEE DETAIL D 0 0 ;Q, Q
co ict SEE I N S ET B PROP.WOVEN WIR FENCE yyyy
7 V10=153 ft/s SEE INSET C \ \
c SE-2SITE 25 , \
\_ ._,
,-_,,
up
m s
m cp9°
0 I I III i ��--) s/���,`'�
cI1 . 4 Pik CAT-1 / - ------------- - - - \<,
-61 ---Tfb F —_,,,t41.21 arast _ _ F . ....„41•10,
I-) 44114* N-PrOa-MW _ L,--A—/ ,
E N LiCh III IVN4111141114,41 NOV: A 41
E - ,*.a. wiso• tigisw. .f . „s.. 44r -w . ,..4 —1 V \
Icn 4,'LJ$�
wp 14 •
w
0_ J
_ o �;
P:[phone]
D n/i \ 8601 Six Forks Road,Forum 1,Suite 700
o FOR —LLT SEC2— PROFILE SEE SHTS. 112 THRU 113 Raleigh,North Carolina 27615-3960
cv (0 NC License No.F-0112
INSET B INSET C FOR —LRT SEC2— PROFILE SEE SHTS. 112 THRU 113 g ManagersI
�� Engineers Construction Planners Scientists
N3-1 FOR —Y7RPB— PROFILE SEE SHT. 178
= www.rkk.com
._ FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
o0Iz L_ Responsive People I Creative Solutions

Submitted 9/2/2020
0- \1 �06��0^� PROJECT REFERENCE NO. SHEET NO.
l—5986A 3/
7,1
i 25 0 25 50 �f// DENOTES EXCAVATION
03
. / iiiii
j` NV SHEET NO.
ROADWAY DESIGN HYDRAULICS
DESCALE FOR INSET j DENOTES IMPACTS IN ENGINEER ENGINEER
I� --- G L I � �!�j/// SURFACE WATER
iiDENOTES TEMPORARY
�,�1•pL 50 25 0 �QQ IMPACTS IN SURFACE WATER
\ /
O � `►.ik.IN O� ittn50
// IL DENOTESIN WETLAND TEMPORARY
CH ill
Alm: 11 '4 ...���k / I SCALE-'rir/.4 ; • \ /4 4,i \,, ........anowalmiiiiiiiir .411141T
Arla
AVe �! DOCUMENT NOT CONSIDERED FINAL
\� iL�J+=Jr�4 r��� ,;\ UNLESS ALL SIGNATURES COMPLETED
0.1111 jr;iii;T:Vier illitar0110.-"ndOV
Itivitiim*s
__ ///// PERMIT DRAWING
i Al Nawkli `‘7' ik. $1V F SHEET 6 OF 1
0 S I ��Q
••CI _ i_�— — -
- MelI I
11111116111
INSET AZ6:9°, _
�'6
4C m
I WAA
T SE-1
SITE 25
WOOL SEE INSET A
/ TV T /
O I ��'DE O
r /
Wm
/ ��' •� PROP.WOVEN WIRE FENCE LATERAL BASE DITCH R N
k.
O LATERAL V DITCH / r,.'� �
M SEE DETAIL K / 0 1''Vi Di o
C O SEE DETAIL P tie O O O M
�� '` W SP. CUT BASE DITCH
/ LATERAL V DITCH �'�� ��•
:�,� ,ram-
/ LU
Ak`0 �; ,I..���� LATERAL BASE DITCH —
SEE DETAIL K o �1•-�`'t �� C SEE DETAIL F
., e�.11 ramIt- Allic. Le DETAIL J
t'EMOo FISTING �—' ��,� „- �� -- __ ��� —��� _�
2 — — - FENCE `441,-v�� :-- �7,,, .._ ___Alwx,,,,Adighrit
�' '• //------����. 5`�—�--� / W
_ 'fir��' ��____ �t - �= _ _ - _ _ _ _ _�_ --- - —�_�.�r-`f_- �si,� P e•z. A s _-�I) f; � :_- �. _ � - - - — d e 1vT�ama.t►�fi'1.>i I��00 .� �l� `�r6 L X �C- J C;7_ ��'-�_ —� ,_�- X X' X • �{ I cn _--- _ - C n .a`t X X A/ 48" CLF r CO
'��•- _ .r■r,��`.� I .� � a A/ _ . . ='_-s .f►' - -a._.a...i. .z WOODS ' 2 °0. .z.J -e2i\ r, WOODS
_AL
w — - f ■
t.. T T �� � ..---.W.ams•--___
CAT-1 s6 "1------------------
I a — -061 r esl c / e►t
061I CO
- 0.5'BST e•2bi CS -
0O tee../i I II c,K? 0.,,, - <O 1 rn
Ion
• 0•b61 /-95 SBL 37'BST "_'1 I co _ - _ 0
2GIB-WS—F 15" RCP-IV I I 2GIA-WSF
I I Ii55+QI 3'BST 115" RCP IV 24" RCP-IV CI I
T =— �— — I L
LO I N 40°50' 03.2" E 360+00 2GIB-WSF M
et) 2GIB-WSF = _ _ R„
1-95 NBL 37'BST• II 111 III - /-95 Q
Q I NM
N2.0 III l0'BST II --
Cl)
142.0 142.0
1
J
00 ������t� Ise.: 1 — —1 1 1 1 , =����sl I A
-1 AEI 1 TI-�' � I, _
O I 0•BEI - / r
0.1
U I I -- --- -�- _• r - �.�. .4 _ -- �. tom1: _ T .. _ _.-_- —
.� -mot : . —. — — -----/ ---- rr� .a:E �.iM �.g'� ' � . . . .
t►'� ��M -�ar III• 6�r.. _ s _��`� �ie `� �
'—� ws—_w� r�� �� — t.t �s �— —Ts��T �+G��e �T������� i�������
��`` T T 1114.�- . . .- T �� � .I IOINKir I r rites � :" WW & ISBN ���, ���� �—
ti �
m LATERAL 2' BASE DITCH • "• �'" �e''
I SEE DE AIL J C 'ir �i_
p a p �, 0
WAB - ;, c.�
_cDi
PUE
O �� LATERAL BASE DITCH WOODS
PUE PUE PUEO O O \'`• SEE DETAIL D O O 5
I
Q
SEE INSET B PROP.WOVEN WIRE FENCE ��
Li
2 „(5) V10=1S3 ws SEE INSET C +� m
I N \ ��
. ..., en :. II (!)
17 fn ,� S E-2 SITE 25 _ m�
-m1\
d,o'-')
Cil
1 eb\ ' \` —obi
nUnl
W
V 1
m V
I I s s8 ��'
_ abler 'Nc-D—
N^
S_ p i4timatt.,
hal"iik
rtiI �I�:'v►�� .,�.�� - — A / _1111:1111:rh;07:1":11:11:07 ( . ji.
Wr \
---- -cr"w4*IVAIMIIMk /
Al
o V N VIA berie — ___....
'>' \ 111110.4 eln t-APIOP (
E %'Li , a 1 MI. ink
rAI►, 471 ��0'' -
I— 1111 Mir
X ,..t• , \ .///
CC .11llr s' ''S)0/
o
&ii \' •
RK (
P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
R / A/f FOR -LLT SEC2- PROFILE SEE SHTS. 112 THRU 113 Raleigh,North Carolina 27615-3960
oN NC License No.F 0112
N S ET C En ineers Construction Manaers Planners Scientists
FOR -LRT SEC2- PROFILE SEE SHTS. 112 THRU 113��N= INSET BFOR -Y7RPB- PROFILE SEE SHT. 178 www.rkk.com g
�� _ FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 Responsive People I Creative Solutions

Submitted 9/2/2020
I I - I PROJECT REFERENCE NO. SHEET NO.
tT I-5986A
ISM
I I I I I
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I I i I
1
1
1 SIT 25 ,355 + 00_ii,_
L . 3S + OO '
PERMIT-D-PAWING
. . .
SHEET 62 OF 163
1 t 1 1• . • .
1 1 1 GLI il
1
, 1 ,
160 160
Q STA—
. 355 + 0 0.0 —L—
150 150
ii,ziiiiimi
. f /...A
""timmiiiiiii
------------1A--'". 10' X 7' RCBC `�'...
l
140 ' : 140
I
1
NWS = 136.42'
R. �i ��' �� �._.�.�.�.�...�.� �. .1.+.� 1 --- ♦ r♦_ ----.
5 = 0.3% PROPOSED
PROPOSED 111\
STREAMBED E ISTI NG GROUND
130 ELEVATION — 135.4' 130
PROPOSED
ELEVATION = 134 .8'
C
IS)
N
J
I—
H^
V)
J
W 120 120
+'
4)
E I I
L
Q
1
- - - - - -
1
Q
CO
CO
1
H
cp
71
C
3 io, x 7 ' RcBc
L
O t tH t t
-,,,
E
cried 1. 0 ' w;th qlternatingd. Q' tall S. 0' wide baffles)
L i i i 1 1 i (length = 183'
c
J
,_
cc
up
RI•OK,_
P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO NC License No. F-0112
L
�� U1 Engineers I Construction Managers I Planners I Scientists
�_ 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
..J
coCCJ Responsive People 1 Creative Solutions

r
Submitted 9/2/2020
c° 0 5 10 PROJ. REFERENCE NO. SHEET NO.
K401 I -5986A S2 X -26
P: [phone]
1 0 1 0 130 140 1 0 100 90 80 70 60 50 40 30 210 10 0 10 20 30 40 50 8601 Six Forks Road, Forum 1,Suite 700 10 110 1 0 1 0 140 150
Raleigh, North Carolina 27615-3960
NC License No. F-0112
SITE 25 ,
Engineers I Construction Managers I Planners I Scientists PERMIT RAW I N G
www.rkk.com SHEET 6214N OF 163
,60 Responsive People I Creative Solutions /60
GLI ' /.50
j. ,
0.02 5 0.075 676 -6 0.020 I
0.020 0.020 0.025 _I
./
3/ 3 —_ -
—
(36.40
355 + 50 . 0o
IRO 1.30
WETLAND
150
0.025 0.025 0.00 0:020 IJ.
—OP-
' /50
0.020 0.020 0.025 _I
30l
------------------------------ -
_ 140
/ ��
355 + 00 . 00 _ ,
/30 - 1 _ /.30
,50
I 0.025 0.025 0.030 0.020 L /
—
0.020 0.020 0.025 _I
3:1 ____________________________________ _,_.------------ ----------- 0\111b, 'Iil
/4f�-- - - - --- l40
/36.55 /35.96
130 354 + 50 . 0 130
/50 _
0.025 0.025 0.00 01020 IA 0
/.
0.020 0.020 0.025 _I
311
/40
W 136.70
1316.11
/.3n _ _ 354 + 00 . 0 1_
— /.30
X
3 15n /50
Q 0.025 0.025 I i 0. 0.020 .
I
EC
40l
-- --------1- --------------- ----- ------------___-� ___KC _ -migillr
- ----------------- 020 0025 ---___-____ `--__----------------- /40
co
03 ________f._
/36.85 /3626
Li
0 /.3n 353 + 50 . 0 Lao
71
0
L
0
1701
/50 /50
3 I 0.025 0.025 0.020 0.020
L— 0.020 0.020 0.025
__- - 0 ---- -
w +------------
/37.00 '36.4/
353 + 00 . 00
0 /_30Ho
N
0
CV0
0=D
CV ._ 150 1�0 130 1 0 110 1 0 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 0 80 90 1 0 110 120 1 0 ld0 150

Submitted 9/2/2020
m
/ PROJECT REFERENCE NO. SHEET NO.
50 0 50 100 I-5986A 32
ii
i " RNS SHEET NO.
ROADWAY DESIGN HYDRAULICS
//C/ ENGINEER ENGINEER
y/�{I DENOTES FILL IN 3- I�
SCALE FOR INSET WETLAND PTCN\-c esN��T o
G LI
*• •� * • DENOTES MECHANIZED M k25`00 ` T LATSREAELDETAILP BASE TI
• * CLEARING P 1$ �`- 20SYSGEOTEXTILAL P�°
100 50 0 100 200 P
sT ���v� .nE:� ���
DENOTES TEMPORARY ``A \�: , A�
itilli
FILL IN WETLAND SEE SHEET 74 / ��'��
LATERAL BASE DITCH �� 8 TONS CL B RIP RAP
SEE DE L J 21 SY GEOTEXTILE
00 \
SCALE is
STp. 1a+50� ��?� J `� / � DOCUMENT NOT CONSIDERED FINAL
LI�E 7B ts„ `� r\\\�oF j oG \ UNLESS ALL SIGNATURES COMPLETED
. RCP-III �� V \ FMATCH , \`"� �` LATERAL BASE DITCH MTL rnN .N CLB �- L1 \+: CB \,•;-` C $EE DETAIL) CANOPY /I �^ b�-�� V \\
5$Y•,�7XTILiE A� '''I1 ,+ \ \�...\ / •.,. p,'S-.� \�\\ X�\ LATESR EL p A DITCH r , PERMIT DRAW 1 G
�4 wD, ,,- 11111A \ 7J , SHEET 63 OF 163
zzi
��lIO
/r,/aMH �• �L �`+ \� � Q a��R 9. E LATERAL DETAILDITCH \`O` \\\ P�F .p91'0�1'.. . i-1.:
•
.t4+� _ ♦ \\ VS : • I r •
�•. \ \ WOODS
/yO ..y _ \ \ 10'WIDE BERM S� :\\ l �:
•v?':. vy , 'PJ'TON CL B RIP RAP SEE DETAIL Q �Q' �. 'o(/ `W •
/ 3 TONS CL B RIP RAP '/. �Ot �_ c,'' �lmW.\ \ ___ •,J. 5 5Y GEOTEXTILE 60.00' - - Q /,�' `\\ \� F o"`'p� •
j J
„SY GEOTEXTILE 15"CSP •� w-I • \ � • •q
•
%2 ELBOWS I ' ,Ia,11 , \ _�'�\ �.G1 .. .........5
\ f'] 705.00' A - / \ \ \ a°
�� ca-� •' I+I I R T `�: .1`,� \ \ • 0^'•
�4 ® { woos \\ \\\\ pUF '•. >/.
ii / Ju',' •1 �� \ •Mk ss \ ,.T 7w `\\ \ 3 TONS CL B RIP RAP / �..
rtb
' _ \ 4+ w \ \ 10$Y GEOTEXTILE '
I RCP�III �'�� 11 /S � riv 1�F �' " \\\ \ ,� _ � , • rr 'T \ O Fd.
WOODS
TON CLB RIP RAP �' 0/- •�}, Illit25+00,t� �� ■:�� *'. .r \ r �w� f�} �S?� \ �\ \ .r ,�• �pU •
K<" 5 SY GEOTEXTILE 15"CSP -�, ' Ir• �f� - \Ss `3 LATERAL 9- DITCH \\ \ /ti'
�° 2 ELBOWS ��/ ���� �\� `'�1,_ _I t � I 4,•4B \'\\ %\ r.t SEE DET 1 \`\� \ /F,� • $TDEE DET DI
I H
0 4 'I'/I IB-WSF SG / �,' ,:\ �•I /�_--�� \ \\ \ \\•N00 . \ F .
/•/ .>4•�� �_ � :176\c3\ \
\�\\\\\ s � wow \ RAL v DIrcH� f�} �ifr
.\ \ $E AIL K� �+' R"'
� � � �� � s :,• (\ rl, WOODS ..•
,�TERAL BASE DITCH �•��/2GIB-WSFCp', 5 Gp,\\\, �' OU ` �- \ \\\ \\ s� \`� \I / SEE DETAILD � / \ �1 j�—` \ \ \ -� \\ \ `1: a 2 TONSWO /- � 15"CSP � � 1�'I \ �`� \ \ :�- � \\ � \\ \�� o.N CL B RIP RAP �` .•• �� �- // \ \�\ \ \� \ C \ \ \ \ •2'BLK WALL��/ YP` 7 SY GEO7EXTILE. ��' • CB-6,cy� 7, ,`\ \oLATERAL V DITCH \\ \ \ `\--`DEODRAIN �`�` \ • \` I '•,:. /�' ` • cW/CL B RIPRAP \\ \\ \'� \. \ ���7ss\\'�A I ` v' wELLH0U5E11 TONS CLB RIP RAP �� / �� F G \\ A \ \ � .4 \' . _ ❑ WO\_ 28 SY GEOTEXTILE ' //� +• \ /� \ \ 1 62 / ® _,FENCE ��� �/� // //�/ w ` ` \SEE DETAILM \ \\ 7Uy \\k \\ 4I �OA4� \ , \��'` o(/Fl� OWIR � / / �/ u; \ \ \ W \�\ Fy �� •"�'PROPW�ENc �I%j/ •i //11-41:--
// / /////� ; y�,A
. .--- �\ \ �S �Bss \��� # 7yi� / F \ ` ��'� O���� / // / / W �� \\ \fad \ F \ e \P OM"115
STANDARDBASE DITCH i // \�� 10'WIDE BERM �''/ /i//LATH / / // e `\\ \W4f(,�,6, \ r 'r F/I.CF e` \ ���f OF LLI MC ��� / / / // I \ .. \ .4c \��Rp my°a w"alOEP PUSEE DETAILi / / / // \�,+,��� ii ���((11 / A \\ \ !� \ \ SEE DETAIL Q •o.;q..� LP' �' '41_` '`1� FLi'}11`� //� BST // ' .,s DARD V DITCH •�S�l \� k \ - �.yp\`C"� \! /��� C�
P SEE DE RIPRAP :s \ \ ST
•
REMOVE EXISTING FENCE _--_—
,?!--7// // ///OW// �' w \^LATERAL BASE DITCH \\ \ N(; k J rr J�V MH. = w
i'I // \ SEE' WAF ( N
J� / 8lW'// • \ ------ \ / \ \ � �\ 2 TONS CL B RIP RAP F \ �1.
A _ ' . �� / �/ // 1,y5/// \ SEE DETAIL) • F�� \g• GCil/C \\ `ter \ g � \,„......______...._� V •L
!- SP.CUT BASE DITCH \ ' F \\ \ SY GEOTEXTILE Q 1L 1
III • i �/ / a A'DE TO D�I All n , \ \ II \�\\ \\ ?•4B4' F k \ \tom=s .� WALL I�1 I aUMP 1�!�/A
/ LATERAL BASE DITCH / // B WOODS ?r 2GIB-WSF\•\ WOODS \ - �/ p 5 A� 1 DITCH \� '^1�,/,J
SEE DETAIL o TO 4�5 SEE DETAIL)/% // •: TONS CL 1 II \\ I�yr SEE D�TM SR •\�� - -- q o v,'W
/ —
.. /!..P a. // // -B RIP RAP I \ F e \\ \ ,_j fir \ - E(Vq W� _���
---- " / • 2 TONS CL B RIP RAP \�+ // // 21 SY .� ., \V-'
'. STANDARDVDITCH \\ \ • - ` `w„�9 LAc 0�� - - �`:: 1lC F �` _ 1W--------------- .. �.. // /i tee\ �O BST _ - ------- EJ :•RC� M7 SY GEOTEXTILE ,a •T, 4 LE ,� II SEE DETAIL T �••' / LATERAL BASE DITCH AA�•• . E - C \�� \\ - /�� .� rz=�FJ . /y//�W LATERAL 4'BASE DITCH C / SEE DETAILD ♦ T ONC HW_-- \� \\ ��.�'. - - =�� 4 ' .� 'L^Lv,2 1 lW - SEEDETAILD _ ` L; 5E -� �\ \\��`.��� ` _ X �� IvJ
1C... ... ... .Y .iSnNG RIw _ ��-. --- _ _� - P� p IS CIE • FT" --- \\ \\ �.= r'O'w ---_- A•WW w/ �X L SRFTB ([T DIT 1
/ /C�,. i "�� �� /� �j ``\ __ ,_ �\- CTi�\ \� ANC SPECIAL CUT DITC �`� - - ---_--�_- \ \ \\ G I' �SB
_ / --- SEE DETAIL B - _- \ w �X}-r-1 -
—
AIry i' ----- \5 C C 1I \ X
48'CLF _ --i NW ' � --� - ------- /S \ • .. O� OW\ \HW • E \\\\ '"- SEEXICTAIL&X X
ILIJ LI / CUT B�AS�I FIB\ • SITE 2 7 ��O�irCO
// $E C'jMt RCP SVS GREU TL-3 11
•2G10-1'6SS� -_ ���.OL�1��' '7�1L��I/.7'.�IT O
��� �1 / ` r \ \ CONC C AVE`Dla `-/
%
QSBL-37•BST 2GIB-'IISF----------- 43-NORTMBd/xB 43'BSL 4if-- ��— I - -- 'Na- SBL_�95L - -- M M
+=--2CIA WSF ----- I1' .IB=WSi- I-• EL S/'Bs, --- - ---�—� 'o __ _ _
COI�., 24"RCP-IV 15"RCP-IV♦ 1B"RCw-I I I I I 1 L 1 t1NC PAVED D . 15"RCP-IV I I I 1 I I ` "-` s L �_U_ ,3-�15"RCP-IV I - - I I I I I I ---- I /�Q/�C.1)
W i—S—1_1— , —I--.— —L— 1ev R€P-{V r-1--r--T—_r3--r—S— --1--_— —L—i— —1L—_ — m,L r �_i— i 1 L i —i---- - ---J__ MTI. —i��-1--i-1--L MTLI_ L1— 1--L—i—_r.— 5_ —S MI_1— V/
\`\ Li.) II
M� -r— Sun �t'7iNr� -r- .�+�� �GI�WSF^-,--,-�N��'®.�'F-.— ��.+�.--L-i-1—i—r-, - �`- __ I �`; '�,I.�� I �•�r-_:_-
.---1611-W5� ----- 3RB=____ o- - -- -\- -\- �� 2GIB-WSF LLI
Q NBC 37'BST /-95 SOUTNBOUNO 37'BST - --— 1-95 VAR BSI ` �II ` __ 4 I JS 11BL�RT-B5T- J,^
1 -------���� �- \\__ ,-__ ---- 10'BST --- `% `� ', -- / _-- Jo co, ~—. W 1LL,^1I
N 43• p1� \\ \\\\�P.CUT BASE DITCH FES I
GREU TL 3 B WSF -_ _- • • / —� N CO
J 03 _I�\\\\ \\ -..... .,DETAIL •
•7 "` \ -4\ ,' C NW �\ / :��—
r_ FAS i 2GID-WSS { I '� 2
Z -- F -. �•_ _ \�\ \ — -----ATERAL BASE DITCH \ TSP�CONC NW\ /---------------------------C---_ /� %/_ -- -- -F-�� 1r - _
AT)48• & ISBW " \\ � tnL J--- ----- --� _' A CO - _.....„.....5-;_-:--_-___ �W � .r1
4 \\ -Mr..„1„.. .�--=_ -SEE J31iT ,y oO HW 7 GI,`SYSTOf:N� / ,E qe.wow/ _X_ X i y-' U
FxRT•� ��''— P \ \\ / SPECIAL CUT DITCH / / MOVE EXISTING FENCE • --_ —__
-----� CLB RIP RA IB-WSF�'O E A,�' � \ SEE DETAIL I 3 85� j(%
2 \ SPECIAL CUT DITCH 7 SY GEOTEXTILE P \ 2 ELBOWS A REMOVE \ \ / / 0 B I
U C _ _---'C/ REMOVE ------ C- SEE DETAIL 1! t TEM 5j / _-----
/:• --- .. SYS \ \\\ Y NEW
I— EXISTING '� -.. FES/ .\ � \\ SPECIAL CUT DITCH \ G { 2GIB WSH \ WOODS' �� CWO�S F %//// - �,. �
\SEE DETAIL \ ` `v� .....;;;..„2..-
/ P / /5j // '- I C
Q 0 FENCE *%*
\ F \ \ / a// / / m�j LATERALBASEDITCH P� J 0 SP.CUT BASE DITCH •--� - _ p�TE' \ \ �r• '] r\J( \.. /� // // / ESIST' R/� i/ s:�
` $EE DETAILD 11►I - A� SEE DETAIL F �� ���_� -' 411 SEE \ \\ \- • \ �+ \\ - _ // ,,'7%/ / /a�B�'// �— /i WOODS .?�.
-i� I tel: Al(K - C\\ \ \\ ( \ \ I • I /� ..... //5� �/ PECIAL CUT DITCH f
J C � 1t. ��Z RA DRAIN \ \ AT L V ITCH L V DITCH / EW
,�' \ \ \ \\ / / / X •//tN SEE DETAIL B • /i
d `,�'��1 2GID-W55 m �_ \ \\ • WOODS % 5 DET Kre, I DETAIL K// / / //t Yd/
•`s>•F O�'<r° 5 TONS CL B RIP RAP / , \ Illik‘a"'>;:i,„„".,------......-.., \ \\ REMOVES-P I / / C//S �//5RI% / '_�TTONS LATERAL V DITCHy 14 SY GEOTEXTILE „ ,��� \ \ CA tcYSTEM
to / /9 Wj / / CL B RIP RAP ,I►SA
A T' /� 10 SYGEOTE%TILE SEE DETAIL /� �v�/ ,`., R :.•W TO DRAIN CT\ IG O DRgBJ� �\ \ // // // 1r'/ / Ion�Ot, �. , • \ \ \ \ LATEItAL V DITCH / /�- \1• ,� � LATERAL ` / / l!• ", „ ' + \ C \\ SEE f.IETAIL// �/ \ /v `L� C / NCE // �iA a`
\ . � \ EEDETAIL P �� E FE / c DI
///� -..��` `•4. �!! \`\ \\\ \��\\ �. i \_ // / �/ B•�si—�0- - -,...--- -,...,4,4s - , //�// Ns, PROPW(NEN J Q /� / Znx�•
,► CO
O�
.. ,
0-0
,-01 \< / / ± - y \ \ $P.DET. /\ \ ios-P-- 'I ,
T.
..
,� 1 TON CL S RIP " �� \ \1 ., ♦ 2GIA-WSF \\ \\ , i \\ r ����/ /g /� // s CX SPEIXI_D ;l'I DB CH /
d 0 / 1, 5 SYjLiEOTEXTILE �`�., , \ \ - • , \ ,1IOo i / s / /
/ \ / 1 1
SF�E INSET J]V ;'rI�!'����i :� ., ,, \ 7 .,''��� / (, / //
TOE PROUEC • �� �,�, O \\�:�.__ •. \ F� \ , /3G 54' WW / Z
/ /
• �c wrcL B RIPRAP I �.�I��i_ _ ■L ///GGG N / J��✓�}Ag r+ /� {t �� / /
± ± S DETAIL H ��' �Q V �q L • r 5 A/ % •�� / tC%07/ /
Q10=6.0 cfs SITE 26 WAC •
1 - C't�•T �����t�����"� :IT. - . ..�-1 �.',,�z �,�/ P �� / /NSET A Y,D=,42 `� '� .!o����i.��� :spd.D.Di:„.0.tidik,-,27......",-...-14,-.„.7ACoO '.r�. • /. \ ��: / /,I N S ET B �, '-4 ��s •. y '��! ,,,. ;:s.;
\ /-\\\ \ �`� �� �i_a •• , °7y� ��.4,`3`\, eye . I `\ G,��' /T ° \ 1 �� QJ r�. c // //-o `\r__--- �� `� ����v, '�I'. `� ��\ 14' F `..+���"•���`r' I ., `/ " _'ll, .Ira _n.i/ •♦•,\ •\' �To 5 C n /, 1 //� //
`\,/' . . •',. ., E'j �.• �/ ..�- t 6 RIP RAP��y#,`, 9y _ /N ---_ VRA O D N F -`��s ' � 'r 1 1 ± ±'�'- >". fir. . O�, ■. >.' 7 SY 9O .NJ.`'� / /2GID WSS m \ ``� w i�. ' >� `�+ � •:�, '_I I �! � •���'�.. G OTEXTILE WS --_\ • Qv ti' / /
s oRD T
m • �,� A e /�� ���I�•�� / � �� 1 ± ± ± �� � ..../. 'A IL $�7A1)r i /r,_ / c
L ,I
_ �e��, \\\ -# ,,=- :, �', \ ♦•PA�„' SP.DET. �� \I��ilk '�-. i` 'i.. . \ LATERAL BASE DITCH 4 MIL BUS �BOLLAR�S / / #,,. /
��., ` � /P '\., �_. -,- CB-G \1� Mil Nal/ (.to �. \ �,i:, SEE DETAIL1 . •
A / \ /
�7I i �—� _� '\• l �,�I�,41r co '• •e �4*, � \`_ TON CLB RIP RAP SE. INSET \ •""£0c/ -�1, , '`\ n / /
���►7 \ �� • \ 7,1 SY GEOTEXTILE \ 'GSJ-\ <" '`- - \ 1, � . \ �y �p /^'�
miii
,I •' I .T '\.� I \ �■ • (.z �` o,.. LATERAL I H `' / //
�Ii • 4 Q► \ �.�i •� � � a� Qlo=1a.7 ds ?• e-r 611 U 2'7:
` V ��.✓�; //
o tIi'%+�� �� 'v '',�ii • . °5� . V10=14.7 W �c \ \ 1 a;�. s A_
+����'�*� ,�'�� �,.'-*4' I�.A• r,co 4 s ,,1' ± ± . \\ \\ 15"CSP , ` \�` �� t� /
....����%"„, ��i��� _ ��•i� 41► �c \ ELBOWS 1 c , / \\� `\ ' m� /
m '1 I/�I/I��//1''��� �•__ .I ��j •� 1 ,� F��� 1:� t' \ �j Z ±
z;•YP` .� �� c/
.4.0401;;
co
474
`*Ir'',`i 4.�� w ,''/��v.'/� � •
8 •NS CL B RIP RAP . `\ ` 'I \�� 5�` `� FOR BRIDGE SKETCH SEE SHE.2A-5 /
i.
C - 15 R • II �� .� `�4 ' _''','',� , 21$Y GEOTEXTILE F J. \ I�\�
.�\s'RCP-III Q tI` 7� FOR CROSS SECTION LAYOUT SEE SHT.2B-2
�(/ k FOR -LLT SEC2- PROFILE SEE SHTS.113 THRU 115 /
E `� * �i• ��j'��,4� \\ ! J� 0O FOR -LRTSEC2- PROFILE SEE SHTS.113 THRU 115
1 TON CL RIP • 'Ni'� * • ���, r.� ����u, .,' 2 7 TONS CL B RIP
RAP TO F Vl� .O FOR -Y7B- PROFILE SEE SHT.175
* �_ �i v O FOR -Y7C- PROFILE SEE SHT.175
c 5 SY.�EOTEXTILE ../44".I - �� 61 \ p`� FOR -Y7D- PROFILE SEE SHT.176
* \ LATERAL V DITCH R�K
an
.I. .I. ,I. - * SEE DETAIL K �r, A� FOR -Y7RPA- PROFILE SEE SHT.177
6' , AP FOR Y7RPB- PROFILE SEE SHT.178
Y7RPC- PROFILE SEE SHTS.178 THRU 179 P:[phone]
cc
Lo r- Y7RPD- PROFILE SEE SHT.179 8601 Six Forks Road,Forum 1,Suite 700
N Y7RAB2- PROFILE SEE SHT.176 Raleigh,North Carolina 27615-3960
0
Y7RAB3- PROFILE SEE SHT.176 NC License No.F-0112
Y20- PROFILE SEE SHT.181 Engineers I Construction Managers I Planners I Scientists
o n-v SR3- PROFILE SEE SHT.182 www.rkk.com
T-
� _ ITCH DETAILS SEE SHTS.2D-3 THRU 2D-4 Responsive People i Creative Solutions

Submitted 9/2/2020
m
/ PROJECT REFERENCE NO. SHEET NO. J
1-5986A 32
`° 50 0 50 100
I
' � ' ' RNS SHEET NO.
ROADWAY DESIGN HYDRAULICS
//C/ tC ENGINEER ENGINEER
y//{I DENOTES FILL IN 3- I� -
WETLAND e-s �E� q �� ��
SCALE FOR INSET MP-�cvoo�SEes .�
G I G LATE L BASE DI
*. •. DENOTES MECHANIZED +25 SEEDETAILP F \
/L 8 TONS CL B RIP RAP 1�. p'�
• * CLEARING ��/� `� ``\! seat
-. 21$Y GEOTEXTILE n PH
100 50 0 100 200 r A s `�:�+ [� ,
DENOTES TEMPORARY ' ,� A� �e°
j Ii / FILL IN WETLAND LATERA BASE DITCH .f,�J ` % 8 TONS CL B RIP RAP
SHEE 74 / ,v
' ' ' O �Cc � SE DE L J +" a � \� � � 21 SY GEOTEXTILE �0��
SCALE _ TA• 14+50•0 �: fM ',.,,i, ��Altr.‘,
1 �\, J r DOCUMENT NOT CONSIDERED FINAL
E Y7B S 15„ ` / p \ AC. / UNLESS ALL SIGNATURES COMPLETED
V \ \ iLATERAL BASE DITCH NTL qM `
� � ��-�• SEE DETAIL JCANOPY !'� �, ��/ � /�.���111`1n- .N CL B I +. CB , CRb ^" \ . \ F' LATERAL BASE DITCH % r , P RMIT DRAW G
4 RAP 3 (,l I DI �,`� �3 / 'P -'' � `\. / ✓' $EE DETAIL J .H E ET 64 O F 163
rot/
j.
cL
•
5 SY �. OTEXTILE.
o
1 JJJ
\ ilkr \•
� 9 _ !'J LATERAL BASE DITCH r ,v, ,..4
� \ C/ 1'.. '-1�� '
�� Z
. I,/v,✓A•1H , 4` �♦ �� \ g, V,G' \'''S''''*'
S 'E // SEE DETAIL J �,� `� � \ O" w0005
�' ) y° •_ �72151
,� �O ` ,76 \• •TONCLBRIPRAP $EE DIETAIDE BLEQ ORM ff• ~,•.`�\\\ >4L pUF �,C6- �/ '� ` f.1:
•
3 TONS CL lEP .'/ V (S ��•� 4'`1 `, 5 SY GEOTEXTILE - Q ,, ` •
° /11 5Y GEOT ICE �./� ELBOWS ': ga 1'\ N. _r''•\ \ • 500 //� � ` \ °°�4/ -'� 1'
NI
rl /�/ GBE iiii;�1.�'..,R�tll: • �— it Qo , �`� \\ + Pie
•
.+" Z
� ��/i / ..• ss \ ,.T' W \ 3 TONS CL B RIP RAP �•.
C a., / /S '' \ 1. .. \\\ 'l V•:V! do s �. ] \ 10$Y TEXTILE O/
'Il
alb
L3's
R '- ���� S ,4,.. WOODS
;R // G•
I• 1,.., III - -.� �, - • 1 F
,,... Ippf
46,
I
XII
I �. TON CL B RIP RAP II �, �Z� ■. i `'S fir+ `\ ` r ��
•d, p•` .� 5 SY GEOTEXTILE // '�` :, ♦ •�� viz
�r \ 'a p'a' ss ff��''}} `r ' `�
1 15"CSP / ��� `,+' LATE DITCH /'i . ..
I �. V l 0.N< 2 ELB•, �� / ' ��� • �'i1•_. �1� __ \\ 0 �\`\ �•� � ST' ICH�
n., ° -B;l .�,� _I .... ,� , ., 1\ ,,,,, f' \ \ `vim'\ SEE DET ,� \\ \ L I
1 l s•` .� gG GAG �'.. \\ \ N � ►.`\ \ /
�' 44
// ` / �•' " �J /it \ \\ \ADS w0� '\``_ \ . RAL V DITCH
I ♦I„i4v�TERAL:.@ DITCH I// CN 8 S \ / ap \ \ • • �. ..
Q.'"‘
w. �� :f'1' 2 TON$ � , ^' ✓_- + \ • �'tJ I CL B RIP RAP i ` ` _
'I �� j N��1 •' _���/ • 7 CS IC'GEOTEXTILE ,.���-i �I/ t CB-G .• , ', e• j� \o.TE; \\ \� \�\ ``� \\ t� 'I \`� 17411.111P0
, W //•
• � , 11 v- ' / /�^ .K \ \ = O DRAIN y. \ �� ELLNOUS•
•, •• ' RIP RAP I j G �\ . ' �, ,'C \ \ .. / \ ors ! `` \` q•w`„, ;Ip
/� 8 •OT LE NCE ��/ //�� ���// /.. \V� �� �. \V - • ' A�A A s� l`�a,�'° � - \ ��*� PUF6RE f E �,��� ,��� / / / ��� �� lit vv '� \ \� ��FN w li • "'ter ������ /' OP /- / / \ Ecv �\ F \ mt.
i �I / i . 4 FilkIlr,���1 la P� . OM•
;7 :���/ %�� / / / r #1 � A a \war \ ' Fa WIDE BERnA 6 P W h M,L / / LA L .TCH � 1 - L -�1 \ 'A'.a�� �' LP `l •G• 112 '4::STANDA�.SE DITCH `� / / / // -` �p \ T_�a. Rp \ � ` - d9y� ��t-'41/2k, OEP U.;>S D AIL / SETAIL // \T ♦ \ _ I-SEE DETAIL Q \ ' 1\ F
Zp+W /�% / P jj/ ,� ` �`��' WAF �\ � �� , . �`` , ►ram, —CAW_ / I SEE DE \ \ \ I �i..�.REMOVE EXISTING FENCE - / 9 A wr / / µty// •' -, / \ �J2 TONS CL B RIP RAP '' ,W- • ` •" / // ' // .w� - „ ` RAL BASE .ITCH \ !Y(i k \ /C ��. / 1'� SEE DET J F \ ;AT /C \\ �� SY GEOTEXTILE _ /♦ T•A _ — ��� , ? LJ1 /�y�/. / �'•"E TO D�I All / . ,� II �- _ 1 V i!— SP.CUT BASE DITCH —— , I / r TE •ASE DIT j/ // W,„ • , Alt ♦ \ WOODS \ 4B4• �� $PEQr\A� �DITCH \ LL
VIA SEE DET :07\r
AIL i n•'Ems"^ / .. DETAI . / dip •: TONS CL I I \\ \� '�9+ D�TMJYB SHi ��•, rIpiP=
��Q NW_ .. �.� „a, . / // BRIPRAP 1 \ \ � EtvA\ ��<01 �Lw�l♦��/ r,.• 1' // 21SV STANDARD V DITCH \\ ` W'V(AC O� E/�
7 SY I) t •T. •LE \ L\ ice` $EE DETAIL T �\ \\ BST � J':• '� el W
LLI
Ill / _ -'! BASE DITCH ♦ \ \ ,�� ` � -2:. ��
�• LATERAL 4'0...DITCH ,I �♦_� SEE DETAIL D +�- WSF-WSF ‘.,
'G` ,'� _ ,NC HW_ " \\ \ �+'-' x_• —�� — (/1
i ��' �4 /-\ SEE . D ^�' --- �� � _ � ...no tit ' �\ \\\ \\\ �`���A��r, r�
vI_ter-. �� �.'"� C "d71�L ,— �J �_y--__��_ fit,.� \�, �� SPE SEE LDETAIL DBC�_ `� ---- — ----- —� \\\ \ `�..� O��.i/i�--- f�� n I�-�'IEVCTAIL& . ri
' ,
W CNw /// �—oor� _ v1/4„ \ lk ,T --C-- �� r Bw --=X nel IT DIT
W �..-+� i I /% -.CUT BA IIIM WI' � �� SITE 2 7 8' � �!iii��s�;�o�� �� �,.����.�� ,
- - - -_ a.. - %/ � M --_-. `TT GREU TL\3 \ \ =_ - 0
���/ / -• -'r♦' \ -1� - CONC PAVED DI_H \01 \\ - 0
-
Q ---- ---------------- --- -i R)5'BST _ \```\ -- -_-__ TL r- ------ -- JS'BST - ---
--------------------
----
OSBL3Leu -- ---- ,/,WOaJN°4J'BST_ -HF - ---- -- —� -- `� - -- '-a5 ser_�B� - - - M
CI
Y♦---2CIA WSF - Iw I"— , � -- J-•5 SBL sresl ---_ 1 ---�—� 119 -- _.. - - - M
{'+ 24"RCP-IV 15"RCP-IV, le"RCw-I -- --- ,_JAM!!!, ' 1 "R P-IV N - J By
_ 15"RCP-IV `-"-` gal P3.,��_
_L—S-1—(04 ,----i— 3 5403—L— 15 RGP-1V.—r--'--r--r— --' - — — --r--L—i_NO�,Q[y- I— —S— .' .. -'—L— 2'yyp� L—i-1.--'—_i L—i-1._ _ - _. _ _ — — .�S— =virr 00 —_—����—�� _ --L— I I I I I—W
JVJ'VV 14��, - JIV'WC;IB-VYT'S�-r--r- • - =JI J'W r-- i5'RCT �� •'/fW _ _ __ _
r NBC♦' 3 ,,. /-95 SWTNBOUNB 37'BSi y I-95 VAR BSI `a`'�` --- \� --- -l-JS 1PB(-VAR-VAR - ---- MMIMMJ 2
�� - -- - --- --i IIII.-A.___._ _ �`�I \ "Tn�.S� �1 _--- ` ` --� ~� ——— ——— _ � r
10'BST
___
1 - \� -\ T BASE .17i •. C+714� �� // / I N
,.apj�— I \\ \ ' .TAIL F 7 IB WSFNpQ /%/ 2GI.-•
W - - r _ - - — / __ ------ F -
F .. .. .. .. .. .. .._ �� . ? /------------- - -- / / - C --�� ,'� �'a fir_
•.. F T
Z i77 7 2G �" " �� 0 _ i
-/( / J -��.y- �di/�___ �01 `P 1a •VE C 7/�- /--- "_o��
,ii
P ` SPECIAL CUT DITCH / OVE lNG FE ������
2 \ "• , $PECIA D �y� _ _-- 2 TONS CL B RIP RAP IB-WSF\,ik �1. ` `t ,i'- SEE DETAIL B /// 56ST �a S%�T �� MJ �- Q
---- ----------- \_ l'I:ibitapth.._±��_� ELBOWS
" F•' O E ,\ .1 {L• // me -/pU IB'i
'r '-1: SEE DETAIL; 7 SY GEOTEXTILE \ WS t ` 9 1� -j 5/
V '4 c c REMOVE� c asuaiiiallAkihnik*
v s • /� \ z IB T s / s�j/ r ...�T�H� ---
/ EX/STING , r , c, `. . � � . . . - \ t to\\\ j P �/ r isjaA/ '*�—_ -- _� -c
C� w FENCE �' SP.c`T BASE . �►? r�� \\���� _ F \ %/ j Woods 9�r.
�j LATERAL BASE DITCH .'` $EE DETAIL D YI =� SEE DETAIL 'kil _ „�a - ? \\ , 1 r,'. / 1'9S� �." / 18/ / r' .,.°6.,� Jr - ����`� K \ II /j // // R� PECIAL CUT DITCH d F' mil_��.w \.. „•�I,�' r • DRAIN o. \ ,.. \ \ \ , ,ITCH I , ITCH / / X //p1tN SEE DETAIL B /•dJ 6 ��� 2G.wss a \ woods ,\ i, i. -1 / /�j/1j@' • 9�. •'°o� 4. ' - \\ \ �• OVE I / /// •! //7 - /// RA/ /� / '/ LATERALV .TCH \ 1`�4tfl q7
- y TONS CL B RIP RAP , � _ \ IIIIIk \`\ I // W 1S' / �% SEE DETAIL L
,,,,0 y 6 '++, ate M / / WJ / CL B RIP RAPA14 SY CL B RI E \ / '_ 'TONS /'.�/ n,'' _ l i 4�`P \ V,qy\• . c // / /�49 /// / V1' //' 10 SY GEOTEXTILE C �� tp /1' +cif _�����..� �� ,. TO DRAT` A _ . �.. /L� /_ // / /��� �' � ! ..:�,♦,� ,�.tl ll..,\ � \\\ EE DE •..., a y 1• \\ \� ��� \ / / ��AD . c WIRE FENC // /Cr��OA/ \< / / Jc �� %�>. . -, � � +1� ir {t \ F_ sue- �f ROP•W jZO ,► ��NSE�`f A vll.64 \ \\ ��, \\ \ b. ' f/p �r� �© c,� O��0+ 4 / 1CLSRIP \ \\ \ ``� 2GIA�' ,` \ / ' � ; 5 tt ry ��1 - C/ sl' SPECIALCUTDITCH 0
d�h°'b // 5 SYTEXTILE \`�.. 'iv _ \\� \` - • ♦�, 1 \\ / i �� \ _ / ss0 /SEEDETAILB / //I,� .�Akiiik11,4111
�� II ;. SSG �, /i' i� // , as 'Ai '4. • QJ0 / // \ / 1 ±
>ti �� �oO.�jEE ;',��,� •A��e,O : :` \.�C� m_�, ///'�yps'y/ 1`S�A • ;; As
/// \� �. Q� / / •a
�G W/CL B RIPRAP ;.��,,/`\` �i1 ,Q,M��! `•�\ :s��` 5;//'6,''r 'l / J� A /�7r' 4: A� 6i. / // /
1 1 S DETAIL H /,pf r. ,'� . • `��lls. �. i ��� �, // • /
AC Q10=6.0 crs SITE 26 ± WAC i4rk. 1 '',,k#,... s. .1. '�� D some ,y-ii.-. 7�.J +�' �zar a. - F \91 .0 //
V10=1.42 TVs '.'� ,.\Q:,:,
..� ' -�+- ��. 1 \�i♦. �� n�� /� \ 4:"1 //
INSET A INSET B _ � / ' '
-001 -kg. /( --- C �.- V'_ '�Tc7y� ± ��:A:3:7
,`3`\, ..;�Ge,r��' -` ''y 6. ` ',,'1 / _�-F / •, °, ' \\ �`• QJ0 _r�.. // //O -� "fp",
�r 'O4 k4'4' ".'''' ' `� . f al c �S`J. :I, \•••/ ♦`.♦� %, r"'/?F TONS c n,• / , /widt
N �_� 2GI► WSS ��� '< � '� �r ,rr ± ±'<IP ♦s` �:`t +�JJ'_�. '�j,.-„�T� �'�I� >�,, bic 6 RI vRAP �pq 1 ✓ ,0 // //�, .,� ,� i��� � ���� 1 �, i' +►.� _ .������ ':� .�,v� '�AI` fw�.\�, G orexnLE ., ) Q•'; � .ti° // //a v.� L���j� C ,F . „.ip _ / >ti s �,�.•� it �l*"'i���j'� a.�V�i��� � e � 3 BF}Lo D • izi if .'/ % / / C..
Ti •
��� _ 1 :�,�� / �. ritt ..�♦.. P.DET. •1 ICI,_ . .1 .\. \' � .. LATERAL BASE DITCH 5 MTL BUS �BOLLAR�S �_.�. // Jr,,.
'���/ �'• •— /�.. 1 Imo , \�• ,. ® CB-G 14. ��.� ► (� ? . \\iwz,- y SEE DETAIL I
* ��i�ii � �'��, ♦ * ��i��i / �� 3 TON a. .. . . � ,\ ,'� `: �� \`� �� 9�� // F
to "-Arit,'- � .' • .1'e ,, I•--* ' .�c ► 11 SY GEOTEXTILE `± \ 'L�.\ `1. t\� 4 1�, �J/'\� °Z `' /
N ��I� ' •���,��-r��r�//! Or „. * -J�,,.'. ,�► / ` S E I S E$ B�� \\I \ 1�t•:/'� \ . 6 "-,1\ \\\ n,�LATERAL.B,.-;pD H 4, C / / (
•., •.,A!_4,' r .._ •, I ••�• S� Q70=14J ds Q! , GB-F-`;.. • •) • �` ,'1/4� �•�/` /
o .� ./..Areii'f r i� / �. °5^161 vto=l.oz w ± cfS
v 'e2.A �ijA A\ V s �@ �p
2 �'' //' ' `�� C� , _ *•�i:�i. s AIL >E • I ` eLBows -• �\ ; ��\`\lilik`:, �� V' � / /
o
7 * 4,, - . .'
- .‘
,<• %)-, -
440,, ,,,,,,,,,,,, _ AR- .: ±
til
tikdoe:,m-4
..\*— ::\lik. \-: ,8.' '''-‘9.'-.5:°'-1Z*
!wi' \15" R *II,I��'••,•-,. ..1 ,'�. 's 41. ilif N. 8 •NS CL B RIP RAP 6, 69�,° i`,j. \ ' \�� \ �5 `� FOR BRIDGE SKETCH SEE SHE.2A-5
p�,I•, r�� L,y 21 SY GEOTEXTILE �1,� ."RCP-III '' �.c t., 1� FOR CROSS SECTION LAYOUT SEE SHT.2B-2
1 CL RIP �k .��. s .-(\,
`� `mot y` `j k FOR -LLTSEC2- PROFILE SEE SHTS.113 THRU 115
E ;` - \ 4 -4\F ! �� 0O FOR -CRT SEC2- PROFILE SEE SHTS.113 THRU 115
c
5 SY�vEOTEXTILE „ 2 TONS CL B RIP RAP rO-a�. �• � .O _ _ PROFILE SEE SHT.175 ---
w DID DAD 7 SY GEOTEXTILE ' CO‘ FOR -Y7D- PROFILE SEE SHT.176
1,� �'A V O FOR -Y7C- PROFILE SEE SHT.175
to •I/ �I/ \a, ♦ oc FOR -Y7RPA- PROFILE SEE SHT.177
LATERAL V DITCH R�K
SEE DETAIL K �44* FOR -Y7RPB- PROFILE SEE SHT.178
cc
--- Y7RPC- PROFILE SEE SHTS.178 THRU 179 P:[phone]
Lo Y7RPD- PROFILE SEE SHT.179 8601 Six Forks Road,Forum 1,Suite 700
N Y7RAB2- PROFILE SEE SHT.176 Raleigh,North Carolina 27615-3960
0
Y7RAB3- PROFILE SEE SHT.176 NC License No.F0112
-
o, Y20- PROFILE SEE SHT.181 Engineers I Construction Managers I Planners I Scientists
oo SR3- PROFILE SEE SHT.182 www.rkk.com
N,N
\m�y� ITCH DETAILS SEE SHTS.2D-3 THRU 2D-4 Responsive People I Creative Solutions

Submitted 9/2/2020
0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
I -5986A S2 X -135
1 0 1 0 130 120 1 0 100 90 :,0 70 610 50 40 30 20 10 10 20 30 40 50 60 70 0 90 100 110 120 1' 0 140 AO
SIT 26 WETLAND
PERMIT DRAWING
SHET 163 /F0
1.5n 1 /50
3; 6 0.0 70 FGL
„a'
3T -
VX-
/45./3 --------------------------------------------------------- ------------------------------------------------------ H
/40 /42.92 — /40
21 + 00 . 00
WETLAND
m.
1.50 601 .07 70
0.0 /50
/40140
/42.4/
20 + 50 . 00
I WETLAND
1
/50 ---- ~`� 6el .070 /50
' 0.070 J
3, --_ 3°/
144.57
M0 /42.56 /40
20 + 00 . 00
WETLAND
150
o.o
69 0.069
(15
140 01
— 142.20 /40
N
c
LL
19 + 5: . ::
WETLAND
CC
3 /50 I L l50
--- 5e1 .070 0.070 i
�, _ 3i 30� 4�
co /40140
142.28 --L________— — — - --- ---
LC
03
/4/.59
71
19 + 00 . 00
WETLAND
0,
c
L
0
T
150 /50
_-______ -------- --___ 40l/ .070 0.070
> 3 ___
w /40 /4/.55 -------____
--- 14 .8/ ---, ----------- ------ ----
/4n
1
cc
18 + 50 . 00
P: [phone]
i 8601 Six Forks Road, Forum 1,Suite 700
/_30 Raleigh, North Carolina 27615-3960
c). 1
NC License No. F-0112
SY7 R PC o
Engineers Construction Managers Planners Scientists
oCV ff_ I www.rkk.com
150 1 I 0 130 120 110 100 90 80 70 0 50 40 30 20 10 0 10 20 30 - 0 50 60 70 80 90 1�0 1 0 Responsive People Creative Solutions

Submitted 9/2/2020
0 10 20 PROJ. REFERENCE NO. SHEET NO.
I -5986A , S2 X -37
N
/�� 3 0 2130 260 240 20 200 110 160 140 140 100 80 60 410 20 0 20 40 60 80 1 0 120 140 160 180 200 220 240 2�i0 280 300 /80
WETLAND SITE 27 PERMIT DRkAWING
/60 T - Y7RPA _ - Y7 RPD S E ET 66 OF 163 I /60
13 +40.75 16 + 92.08
________ 0.070 0.025 0.020 0.020 0.020 0.020 0.025 6.22°1 044.2.24.2.4
66
r ./ 147.35 3 1
140 _ 144°57 I �8 / + 50.00 _ 143.99 140
/20 - 44,G 120
WETLAND
160 Y7RPA Y7RPb 160
13 + 91.10 17 +44.12
0.025 0.020 0.020, ,0.0 0 0.020 0.025 _ _
--------- 0.070 _L_ - ------------------ ------- ------- . ----------------- 6 6°2701 0.0 5 0 O6
--------------------------------------------------------------------3j 6 6501-'- -- , 149.01 r --- -________
/47.6/ ------ ---- - °/
/40 /44.65 144.75 /40
I138 / + 00.00
/20 L20
WETLAND
/60 Y7RPA - Y7RPD _ 160
17 + 96.54
14 +41.61 0.020 0.020 0.025 --__ 60/ 6.31°1 0.064 0.064 6./
0.025 0.020 0.020,_
-------------------------------------------------------------- 3 --6 07 - -- 145.07 -------------- -- -- 4---___--J---147°94 3°I
/40
.069
144.68 /47.60 /45. ,l /40
386 + 50.00
WETLAND
.
Y7RPD
Y7RPA - - _ _
lF0 w +49.3/ lF0
14 + 92.29 g.00PLo10 0.025 66. 1 0.030.06 6.37/-------------- 7 -_,_ . __ ---------- --- _ - ____ ___- -
--- --- --
--- 148.98
3 e � ---- /49./5
/40 /44.74 0 i l47°58 - /46.58 /40
386 + 00.00
E
120 120
N
w
H-
c
07
_180
0_ WETLAND
X
3 /50 _ - Y7RP i - - - - - - /50
CLL 1 1 +43.19 �J 20 0.020 0.0 6°/
_ol --- ------------ 0. 68 6°/ 6°� -_----- =025 - 0.020 0.020, __ -------- ----0.025 - ° ___________-_________________________
-----------------------------
- ---- -----
l40 3� 14�.79 /48.59 /49.05 - /47.55 6
__
co
71
/40
00
Lc
385 + 50.00
Li
/P0 /R0
c WETLAND
L
o
160 , Y7RPA - - - 160
E 6.1 I 15 + 94.32 6. 6.1
° - - - - -- -- ---- ------------- 0.066 _ / 0_025 _ 0.020-0_020,_ - ,0.020 0.020- 0.025 - �0/�/__-3`_- ----------- ___ -------- -------------- ---------- ------------------
> --------------- -- - -------- :8 __ ''-- -- -------- - 147.85 r l48 93 -�-- -------- 147.5/ ---------------- --
Lu 140 /45.16 _ /40
`� 385 + 00.00
c RK
c,
w P: [phone]
i 8601 Six Forks Road, Forum 1,Suite 700
/20 Raleigh, North Carolina 27615-3960
o NC License No. F-0112
o / Engineers I Construction Managers I Planners I Scientists
off_ L I www.rkk.com
300 2 0 260 240 20 2 0 180 1 0 140 120 190 80 60 40 20 0 20 40 60 0 1C0 1�0 140 1ELO 180 21)0 20 Responsive Peo ie I Creative Solutions

Submitted 9/2/2020
c yOG, PROJECT REFERENCE NO. SHEET NO.
3 3 •
45= WOODS ( ',/ ��� l—5986A 33
.0 cfs
co
!� RAN SHEET NO.
7 • *W sN/� •
///' Vl _ .06 ft/s �� ROAENGIN DESIGNDWAY ENGINEERS
S 2 qA AA'
• ``,`' �1 11
owm
;��Ii�►I iii•
--
....."/IpPrt ram .=,' '
LP
•
/ ry_l 0 .
•
WET WELL 6° • INSET A
. . „DI- ,,°� PERMIT DRAWING
MTL °1/
al °\�
ISFD �R A� AN �A * �' ��° �� � SHEET 67 OF 163
MTL N '
CAN ao LPi
OREND CONSTR UCTI9N WAG *
. .•
- )CONC .1,
„PL.\
Z ISF S
10'CONC � �.ti� -S4Z3- Sta. 36 + 00.00
•
PUMP � ti,-�ti,�" • Q'�•
`�
0 D CONC ��9C0 WOODS
�. LP �O
N 46°38'35" / �PS�°�o • ±
O• 141.6 7' � � /
LLI M POND I i
�, S Q10= -3 cfs * •
SP. LATERAL BASE DITCH V10=4.99 * * *
+ PG SEE DETAIL C �i -
ZLP SEE INSET A
LPL
ISFD 9° E 0 M
J ClE ,4. c,5 TONS CL B RIP RAP 0
TOE`PROTECTION * • • ABAND
T PUE ° 16 SY GEOTEXTILE W/C B RIP P * BILLBOARD
i •• W _ _ PUE • _ , _°�u ." m o POSTS
_-- F/ PUE -.- � PUE � SEE DETAI 0
V Q Z (�� �' / F j�� " _ L P� -.-- - PU,E PUE �' 0 1 W
_ °? \ �ri1�'�' tip PUE - PU O o • W
15" I�~ii30fD�---------alb / \� ��i�� ' __� A.
!\ ` .0 cfs SITE 2 8 0 O `± WOODS
Q JB W/MWr 154 RCP ��� �I 2� �����>IF��� -_ _ 1.06 Ws r WOODS. I
- Ait„
I' EXISTING R/W
Ir, [[[[rrrnviiiin.r. :, nir rnr►lPI►/�i L,,i uw R/W t‘i
EXISTIN R/W
-� _� COVE _ ci. L : RIP RAP M. w.i�cPrrmm►in►�nnMMONIKnr, ,u�.PiZe t soiw -� 30' RCP
M , >_ _ - 4 •TEXTILE R M'VE F .�:'1� '. �►r't,nr�ni�a. - - - - - - - _ W
IT RCP -WLB WLB
Limi
I _ _i' S 41) B E RD - VAR BST L �( W I _ _
— J �� _ 48" WW W/ISBW/- \ PROP°CHAIN LINK FENCE_ — — c
7.
CAT-1 EE ETAIL G WOODS �! . ' '� ' -------- ---- 5Li..
p x SIT -2 . . W W. `�� cU3 4r '0 -- i �- O
X X- F X- � � � .� �- � �, 48" WW W/ISBW —� ..� _
GREU TL-3 FS
REMOVE EXISTING FENCE SPECIAL CUT DITCH p
SEE DETAIL B p
MrO II —I -
+ -I II c' PLUG-&--FIU- N
O —lk� PLUG & FILL_- f I W/FLOWABLE - - - p
II WiFCUypABL FILL
M N �, FILL —1-OS SQL 37'DST _H—
■
M - " I - -
-
` ED DITCH I I III. III ! REMO' - 2GIB-WSF 15" RCP IV ��
_ N 40° 50' 03.2E H
�� W ---s---L-- ---J----L-__L---� ----L ---T -i---�-- L 395+00 0 z---- MTL -L--- 2GIB-WSF
T — 18" RCP1V ---- '00+00 T z 2GIA-WSF
_ CO
v/ W -- REMOVE D� -- - 0-II
l 0 24" RCP-IV 1
1 I -- —
0
J 1-95 NBL VAR BST1`��L & FILL o 1
I -co
�r W/FI C)WARI F —
N FILL W
Z II will
J —Y7RPD— REMOVE EXISTING FENCE _
= WOODS_ - WOODS ,SEE DETAIL G _ y ;
'W APPROX 48" WW ISBW , C : WOODS rl F W/F�•WABLL • • w00ix. APPR X 48" W W/ISBW WOOD f H /r C
CCC nETAIL / T �4 r B .i.. ...i. _• L - i. �_/
R 18/4 J TJ T ATTHEWS RD lT BST ,..-----
_______---:-_-_ __-jr-' �d ° _ _ I ?0P.CH� 1 ET SH /8/4 J 1 MA!HLWS HD l/..5'B5/ -W p -- -
_W_ : - - - - - - - - - - _ , -w 0 t - - - - - - - - - - - - - -w- - - - - - - - - -- ���
joga
_TES: .44h�` - sit,- = ah- �,� ... _ate• _�_ 4 - - _ - ._- :tea ' : X X X 4, air
6° O
shi EXISTING R/W X X X �` E y R/W EIP F\ O
'' I/# "7""-411111111 _71 1�- ,�on
45'BST H O T BOX 42'BST III �� xs 3.14'
3 DNS CLB ' P R °�
SY GEOT XT REMOVE 75' � O o e O.
Alf'- / _ _ - - PIPE 3�" RCP-III > > >S > • >
WOODS '_� < + j I.- > > > > O
`!�' / _ ___�_ --18" RCP-III R_ --�--- C ------- --- C C ' --�,\
�� ,,��CATEF�4L V DITCH •L �„ pD v r BOLLARDS SP. CUT BASE DITCH C M
SEE DETAIL K pUE �r SEE DETAIL V c pUE
Q .441
0 �, PUE ,, ! ,
CD O♦ Ct // /- PUE LATERAL BASE DITCH • �,�P/i JB w/MH X °9,G / ^' pUE LV ��
co O C SEE DETAIL P %//:0 t lJ pUE I�
I
cb
✓ 8 TONS CL B RIP RAP /'
j k `� ,�, 21 SY GEOTEXTILE /LC
�/ " / J
`� �fiO c `t / Q Off/
o )�� // 1 WOODS N
y PECIAL CUT DITCH `.' C' X X - ;� `,�" / • •
o
SEE DETAIL B w w ' C/ 0 �� F y.
m G.)/ /i g s,9, F.
) •Ol // L - / °° `
m YAstfl cn DI 'z 0TI}E1 �� �� o ��qc g� ° p Q
‘i
/ �� II A o
cn II � ) t nD o / `
7 VP \ / lI 0 Cii �''�� N / QJV
�, 0 0 0 (0 co co v 0 o G"is"
II °y+
�, \ ' II YC`'SS V .
0 :' II / * QJ
/ 10 1 I BOLLARDS .
14
710
�, 25 0 25 50 II c-P Q
E / DENOTES TEMPORARY I
III '`F II / Jt`
o ` " " // FILL IN WETLAND II Q
SCALE FOR INSET ► I II
G L I 'I DENOTES FILL IN II 04.,„ /
w WETLAND it
C 50 25 0 100 �.,.,' / Q
DENOTES MECHANIZED w5' I J�
** ** * * * CLEARING I Q
Li,
ititi50
• / FOR -LLT_SEC2- PROFILE SEE SHTS. 115 THRU 116
CC
SCALE I FOR -LRT EC2- PROFILE SEE SHTS. 115 THRU 116 MCK
\ \ I S P:[phone]
FOR -Y7RPA- PROFILE SEE SHT. 177
in
'� �p J� 8601 Six Forks Road,Forum 1,Suite 700
01-1
ss s� + \A� lI� J� FOR -Y7RPD- PROFILE SEE SHT. 179 Raleigh,North Carolina 27615 3960
o
fa
�,\ \ \ O / /Q Lr1D van DDf' II C C r CUT i of NC License No.F 0112

Submitted 9/2/2020
�c�� \• /0 PROJECT REFERENCE NO. SHEET NO.
" 300���� ` . ,�e woods i�� l-5986A 33
r 0 \ ,so ' ` /
-‹co 0 k 0 1 .0 cfs RNV SHEET NO.
0•bbl / , `• ROADWAY DESIGN HYDRAULICS
AO W m •` / Vl _ O6 ft/s \/ ENGINEER ENGINEER
000
ar� a=., �� LerdireA 11/ I/in i rd a r� //i/I`/� .iiiii, ;Ir ,1i►/yi, :/:A :t1►�/ o
04
Ar4
art 04 a 1 Lio 4...
a•A or An grAg lux=
-f
• ., / I� 0.917T �,F
L P //.• T. / . I T �.
WET WELL 6 I
• • INSET A
„,, . • . .. ,k' • / .' • �� PERMIT DRAWING
ISFD MTR A� CAN `•. ti / 1+� z.e ± ± r� '\'- • 1 SHEET 68 OF 163
CAN 600 L. if m I /•
•
GR / ± END CONSTR UCTI9N WAG ± /, �' Ar
/ v J CONC , /
. .•
z
c� F S
' °ONC •
_— -SSZ3- Sta. 36 + 00.00 ± ±
0 CONC /,,,
; ±...",
--- \ LP o�QO� WOODS . • �
35"E P2.\-\
ZAI ± •
���
O■^. 141.E7' ��O ` erPOND At
'�` � . Flo Tr cf Wi `� �i
*
W d *
i SP. LAT AL BA E DI 1 f99 / • * i *
•
M //// Ir
Z .,. PG LPL 4, SEE DETAI C ±SEE INSET A
cb i ISFD LPc E 0• *
M
m;
J N E Irii
5 TONS CL B P ' PTOE`PROTECTION ABANDPUE �� 16 SY GEOTE s ILE W/CC B RIP P BILLBOARDT PUE �/ m ^ i o POSTS Oi . W _ °F ' ' PUE :- PUE SEE DETAIL W
V Q 2 it \�F �- - _ s: acP� -• PUf ���� PUE • ``� o " o
i
�V EE--� • o .�t
15„ R'"'!i3v400---------- all / MI \� .r--�����— ---� k � - 0 cfs SITE 2 8 PU Q; O • W/. W
QV) r B W/M1-1; -154 RCP al���im�l_ i��1wa�m����� - - 1.06 ft/s iz W0.. O Z
�__ _ --ems .t. TA �, '�'_ �•Liu ff Ir.rr.l■[[■rr■nrThir r.r.::<:rr,� rz[[►1/!►,//IrI//i///I/I////II/Il EXISTING R iW2• /�(
M ��'� �'.I�• Rii►: .; s-.�.,a WA FOOI'r/1/I//11/I��/I %;;;;;;;r "■ v x •zrl
- / `e7� �� n1._n�ftogmt�/,r/r�rll. " .. " '- = - - - •=N R- - - - - - - - - - - - - - - - W
Cl!) _Iiiiiiiiiii
7— — - / / -EIMIVAMMINEL \�F — �� I In - / - -T- - �— 0•s>i -WLc W
O f�r - �i�..r I - — — -- -— - — -
= E RD VAR BST
_17
__�� -- -- .�.:�: s..1�-_..-_' __-� �'�'�o - =� ._ •_._ �;G� _ —_ 48"-WW W/ISBW/_- PROP°CHAIN LINK FENCE - -_c- - - -- __�
1 . � ,r-1w- -_- - • O
o . - X X WAF X • EE i AIL G -WOODS=_ s. _ . ._ _ -_ _ _ Kam. i00DS. . . ��.� ' '� ' • '� '� ' 146.0 - - ---- -------- - - 48" WW W/ISBW ---�__-- --�
p
p � �� - `rl �-- --- � -��.F5 /SIN ■
DITCH p
O'bbl p
I
o W��AW_AN 111 +
0 11 —►
+ �� r8.1 II�PLUG-&-FILL 0'011 .�— _ N
o Jk� PLUG $ FILL__ II W/FLOWABLE _ o
0) - W/FLOWABLL II t FILL 41.
el N ecl_ -OS SQL 37'DST '�' ■
II
■
M NI = Q
�' ♦ 15" RCP-IV l'
146.0
ila
CONC PAVED DITCH � `IL.rl.=.�Arl_
W -L---= MIL_L--- ---i--L--- ----i- -L--- ----L---L---s---- --- - -- l_�.'Z s_■ -- (10
Z--T----L--�- -- T -L --L--- ----L---L--- - 18" 7 T Z _--L-
�/� p 2G1� �- MTI RCP-IV - =094-00 2GIA-WSF
v/ W REMOVE D l
�II o y``^ _ _ 24" RCP-IV
1' V ,, "'- 1-95 NBL VAR BST vI �LLLLLLLLL� & FILL o 1
i �r FILL �_ W
W 1-1-1 _ NU 46.a Z
Z W 146.0 44.0
Mil 1111111111111111.111111111.......
-I- - REMOVE EXISTING FENCE _
J -Y7R _ — — _0... =
—0 GODS • WOODS ,SEE1*1 'DETAIL G ■ •
'
♦ ♦ 48" WW W/IS: 1 _ _APPROX ':" WW ISBW WOODS erli F ..- R_ _ - - - WO5IS _ . . % APPR X 48" Wr W/1S13W ���`b 11r /C
�a f� ��!- �� . T T tiles L1 �11 ° y�
•
V ;�- . - �.t. y�-r: 'erJir - -- - . -._ -�- ` -� -�.� _ ,•: i-mar � 14 *F�a-if/ ..r .i.J��` _ . . . . . X. X X • �r_.t'`� -.-- -�• .f. .fit s.
Sf CCIAL C 'V' NV _ s 1 w.�.�
-D ( -ETAIL = 1 V- A E e� SH l�fl4 J / MAlHtWs HD l/.5'BSl -`
7 R /8/4 J T MATTHEWS RD /7 BST !
W— — -
— —' — �r _ -�. — — ' -. — ♦ ♦ j — — W; — — — — — — — — — — —W — — — W 146.0 . _. — — u
aaa
flit
_ - TE�.L .�}h��' .i�iy ah- �►<< .�.�.a�- _s_._ _�_ - - -� __M.�_ -= - �� - i �1 iie,�o'
c� v� 45•BST HOT BOX 42'BST �e „ Exis INGt•7W1 :, . �, fir. 1 6 E O
3 •NS CL B P R ��FE-movE 75- - . ; CO »� / Asa 3.1=
://0411111.11111.- __L - ���r J SY GEOT XT PIPE ' > c. > tua,v� IiP-I I / >
0_ ‘ Or°44 11111 WOODAlly e�s�w > �I > --- ' -
•
�w ■.�.� . 18-- RN P—III .. �,
� ! �� , -�CATEF�AL V DITCH11A _ I �e „ pp BST N.
,� BOLLARDS SP. CUT B1' DITCH
SEE DETAIL K ;� PU v� „ SEE T' V ;'' pUE
KC
/��, PUE
O PUE •
LATERAL BASE DIT� E ,r,Pii JB w/MH"' 411\ m o9gG rn / pUE
CD O4 C SEE DETAIL P �� ��vQ `� / gcl 4Xwf°t
Ln 1
8 TONS CL B RIP RAP / r �r G ® ® ��� 00 _ ,� m �� °)141
j Vk O ,-� 21 SY GEOTEXTILE l ~ ��i >� � - .` " /to NOr ,>6'
0 `t I m / o �v
II m WOODS N
+o PECIAL CUT DITCH 4'D i• i�� 9 a, !�.m m • • \R° ,6. 1
X X
y6bl SEE DETAIL B w w '' �ii �o�(� • % ` / '
✓ mm // 0 9� , 4
F.
/ -,` c(Cnu' DI z CVAI o ��9` ^>�pL Q I.
VI IIv. �) F / O� ca
7 VP \ :it IA )___< _‘,
A o �,,
C) U CSv CEO ri s
A J
, R
i 1 / * J �I -�o BOLLARI� ��0 II I r
r6 /k 25 0 25 50 ii� cP / QJ�
E DENOTES TEMPORARY III '`F I / J�
o iiiii // FILL IN WETLAND II Q
SCALE FOR INSET - I II
� DENOTES FILL IN \ ��EGLI tiM //� WETLAND II /
50 25 0 100 ;' I QJ
*, ** * * DENOTES MECHANIZED t" - J�
ittut50
* * * * CLEARING ° Q
LV:i,
/ FOR —LLT_SEC2— PROFILE SEE SHTS. 115 THRU 116
SCALE FOR —LRT_ EC2— PROFILE SEE SHTS. 115 THRU 116 RKK
-
\ S
0 0 /o
\ot � e9�"� FOR —Y7RPA— PROFILE SEE SHT. 177 P:[phone]
v 8�p�,� -- \-. \ QJ� 8601 Six Forks Road,Forum 1,Suite 700
s• s / 1 FOR —Y7RPD— PROFILE SEE SHT. 179 Raleigh,North Carolina 27615-3960
C7 �6 e° ��D �N. -. . \ \ z\ /Q" 1 i Cr1D Vnl1 DDr1CII C CCC CLiT 10� NC License No.F 0112

Submitted 9/2/2020
co 0 10 20 _ PROJ. REFERENCE NO. SHEET NO.
�, I -5986A S2 X -38
3 0 2 0 260 240 2 0 200 180 160 1 0 140 100 80 60 410 20 0 20 40 60 80 1 0 120 140 160 180 200 220 240 260 2 0 300
SITE 27 PERMIT DRAWING
/80 _ G L I ► _ OF /80
T 9 163
WETLAND
► YRPA
Y7RPD Y20 /60/60 78.0 10+40 05 13 20 + 32. 7
129 + 78.05 9
0.029 4°1301 0.025 0.025 0.020 0.020L ) 0.020- =
0 020 0.025
148.2.3
0.029, 4°/ - _ ----------------------- -- r- -- ---------- 0.070 0.070 _ ----- - Jo./ col 33201 d 0.035 0.035 _45� 3°�j4ol
3.
390 + 50.00
l401----------___- _ ____ -- 144.55 /43.07 3 /43J0 _ 146°62 /40
/20 _ - 120
WETLAND
/60 sR.3 10 +90.12 - - Y7RPD _ Y20 /60
29 �+27.69 14 + 36.27 19 + 76.58
3a1 0.0290.029 4°/ ___________L.5501 0.025 , _ 0.025 _--0_020 0_020_- 0.020 0.020 0.025 0.069 0.069 gaol 0.033 0.033 46j°/ 3�}6:1
_ - ----------- -- / ----- ------ --------------------- -_ --- - __ --------_�/----- --1------------- ---------- �° *
148.15
140 ----------------------------- l44°3/ 3 0l -3/ I l46°79 /40
390 + 00.00 - 1 /43.22 /43°27 3° -
9
/20 ___L20
WETLAN
l60 I
SR3 Y7RPA _ Y7RPD - l60
28 + 77.09 11 +40.1 • 14 + 86.95
° 0.029 0.029 q.ol 0.025 0. 25 0.020 0.020,_ � ,0.0120 0.020 0.025 0.069 0
-------------------------------------------------- 3=1----- -----_ _ 4°/_ ----- ------ 5 �__ --_--- - -------- --- ___--t--------------------------___ -- ---- _069 ----------__ 6°_----3-1- ---------------------------------------------------------------
- _ __ -- 14d.62
140 _ 144.36 I l 3°37 /40
389 + 50.00
/20 /20
WETLAND
41 IN
160 Y7RPA Y7RPD /60
11 + 90.27 15 + 37.85
025 0.020 0.020, ,0.020 0.020 0.025
0.02 50.� _ -----------------------------------------------------------
140 °/ ��� �� 6°�101 - - l43°53 3°1 /40
N 389 + 00.00
w
1-
c
/20 /20
X
X WETLAND
3 /60 _ 7RPA ICLL Y7RPD /60
_ 12 +40.37 15 + 88.98
_01
0.043 0.025 0.020 0.020, Al ,0.020 0.020 0.025
--___-____ 6°/ 6°15 0.068 0.068
------ -- 3� 148.65 ----- 60/ 3 0l
co l40 --- l44°47 143.6R 388 + 50.00 l40
71
Li
'41 /Po 120
E
3
0
WETLAND
z
-R /60 PA �RpD _ l60
12 0.51 16 +40.38
0 0.025 0.020 0.020, 0.020 0.020 0.025 Sal0.0
1- /40 143.83 3° l40
388 + 00.00
WC ft
W P: [phone]
i 8601 Six Forks Road, Forum 1,Suite 700
/20 Raleigh, North Carolina 27615-3960
o NC License No. F-0112
o / Engineers I Construction Managers I Planners I Scientists
c\Joff_ L JJ www.rkk.com
300 2 0 260 240 2 0 200 180 160 1 0 1 0 1 0 0 60 0 20 0 20 0 60 0 1C0 120 140 160 180 210 220 Responsive People I Creative Solutions

Submitted 9/2/2020
co0 10 20 PROJ. REFERENCE NO. SHEET NO.
cniiiiiilild I -5986A S2 X -40
up
300 280 260 240 220 200 180 110 140 120 100 80 op 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300
SITE 28
', PERMIT DRAWING
, .
80 1 w ' SHEET 70 - OF 163 /80
WETLAND
160 SR3 - - - - Y20 /60
26 +45.78
35 + 79.03 /.00 % (DRIVEWAY)
0.024 0.01 _ 4� 501 0.025 0.020 0.020,- A ,0.020 0.020 0.025 0.025 0.0200.020
3 e /46.9/ - - 3. .I
140
396 + 50.00
/20 _ /20
WETLAND
l60 II SR3 Y2 0
25 25 + 95.78
/60
35 +29.03
0.025 0.020 0.020, ,0.020 0.020 0.025 0.025 6 1 0.0200.020 ____ ____________________________________ _________
0._0200.020 4i 4:1 --------- __ L� _ __ _ 6°i 3°5
a1 ---�\��__ �1- _
--- ----- --- ---------------- ----------------------------------\ _ 3 - 144.59 __---- ----�- 14703 r ------ 145.14 --- �-- 3°°�
140 I 09
l40
396 + 00.00
/20 /20
WETLAND
/60 WETLAND I Y20 /60
SR3
T
34 + 79.02F 7 I I 25 +45.78
0.0200.020 0.025 0.020 0.020L ,0.020 0.020 0.025 0.025 6°l 3 45° 0.020_0.020 _________________ _________
4.1 -r----------,_______________7 �
�, ------------- ---------------------------------- `_4 , '- -------- ---- 146-.95 -------- 145.29 ------4-�--3°�----- --------
l40 °�144.19 - - - - /4/ q7 /40
395 + 50.00
/20 /20
WETLAND
/60 SR3 - Y20 /60
34 + 29.00 24 + 95.78
0.025 0.020 0.020 ,0.020 0.020 0.025 0.025 6:� 0.0200.020
1301 DRIVEWAY 0.0200.020 _ - 3el ------- __________r------- -------7----------I----- ---- __ 6°/- 3°3 -------
- ------------
395 + 00.00
N 145.44
140
i42.n2
w
L
IROcip
cE
/20
X
_160 - SR3 -1 -1 r 24 +45.78 /60
Q 33 + 78.95
0.020 0.020 0.025 0.025
J/ 5:1 0.0200.020 3,?/ 3 3e1 0.025 0.020 0.020, �� 60 3.2�° .0200.020
- - r '-------------r------------ _ �__ -- _____---
°
\ /40
' 145.59 4°� _ 3 0l- --------------------------------- 143.36 �__� 143.28 /42.07
co /40 394 + 50.00
Li
4, /20 /20
E
ro
L
0
/60 SR3 - - - - Y7RPD - - - - Y20 - - /60
10 + 34.95 23 + 95.77
33 +28.88 0.020 0.020 0.025 2�1 0.03
0 0.025 0.020 0.020,
s_ 3il 501 0.0200.02Q-- 140
_ ______ 3.2�1 _______7____ __r--------___----1-_________------_ 0.025 6°� 3°I 90.039 3� _ -------- -------
------- -------
°3 - - 145.85 3°
/ � 7 �n 394 + 00.00 HE 140 cc
P: [phone]
8601 Six Forks Road, Forum 1,Suite 700
/fin Raleigh, North Carolina 27615-3960
NC License No. F-0112
Engineers I Construction Managers I Pla ientists
www.rkk.com
cv
300 280 260 240 220 200 180 10 1 0 1 0 1 0 0 60 40 20 20 40 60 80 1 0 1 0 1 -- ------ --- --- ------ - ---
180 Responsive People I Creative Solutions

Submitted 9/2/2020
r �8 9„i ± / I // / - �/ j .�\ \-) PROJECT REFERENCE NO. SHEET NO.
/ SEE INSET C � ' PERMIT DRAWING 1-5986A 34
•co • / / 3m - / i RAW SHEET NO.
SHEET 71 OF 163
/± ± ± . , / '� / A�"v ROADWAY DESIGN HYDRAULICS
J w\-'B ENGINEER ENGINEER
/ - 5'SOIL ,-j. I I- ES /
± WAG t' / / / -- - --; ,,t---
......2 I N ��g6 g� _ __-----
Q
.i ± ± r / / / / �g'- � I
/ �-�'F C� —� 1 FS± •.0' / / IN , 6 <A / /
^ WAH Q10=130.0 cfs
M ; j // V10=1.76 fVs _ DOCUMENT NOT CONSIDERED FINAL
��i m ,AL \\� C / 0 UNLESS ALL SIGNATURES COMPLETED
��P
R SITE 29
w48 / �� �i INSET B o �
I SITE ���P� , 7' STANDARD BASE DITCH �P
. P SEE DETAIL W
..--'/ 4 / {,W )�S �i �� ' �` ` ( �ii 'sue•, M
�r � W�e� / / LATERAL DITCH C PUE TA E/ CL cT I,' PUE PUE — PUE PUE PUE PUE PUE PUE PUE PUE PUE PUI
ES ��� METCR LATERAL V DITCH SPECIAL CUT DITCH I—
W - - SE ETAIL K
`� _ _ __T= _ ��/ / O ����/ e� _ SEE DETAIL K _ R SEE DETAIL B _ _ PROP.WOVEN WIRE FENCE Q _ o W
—_�� all< // (C 48 TONS CL I ' (4Pf A W
N "a C _______-_----- SP. CUT DITCH
Fs a AP, 48' 1 si' - ----�________ REMOVE EXISTING FENCE —
O -__�- �-C— ����/���.01d�� i� —_���"' 'I �'� --------- --- Exi ING R/W / \ SEE DETAIL B
'� - - .c+T�1111�� � =v �� ���...:. < u X -S(---e—) --.- ____ ,. —X— _Cif. X X C CO
Or. 767- T `tiT'T. ^v; �� /���_ __` ��`_ `z�r5i A 4----- A/W W I BW < < X----\----- - ___L V♦
OWOODS FFS —_. — --.9 __�__ � < ...4( --------- ----- ----- ------ > > >
SEE INSET B SPECIAL CUT DITCH LU
N SEE DETAIL B p SEE DETAIL B Cl)
O L FE V
V - I PLUG & FILL R PLUG & FILL — > /0.5'BST II -
■ W/PLOWABLE W/PLOWABLE ,_II a -��-/ PLUGFI"� COa Flt� L
I ,Il c3 - _ 11� W/PLOWABLE
III N all FILL0
I— 1-95 SB 7'DST I I ,e - o O
co I I
2GIA
o 1-95 SBL 37'BST
CO2GIB-WSF -- �rr_i-=o,'A WSF II -WSF - - 2CIB-WSF _
' 2211
15" RCP-IV CH I DI• CONC PA ED DITCH II DI p 15" RCP-IV . l 3 BST 15" RCP-IV I - REMOVE DI I IIMI I 4/5+D0 In
u L L---S T 1---L---�-- !/c1 - L j ---
S Z---L--- ----T ----L--- ----L^ --Z---�-- —
- 24 RCP-IV 2GIA-WSF ---'I 24" RCP-IV L'e _ �J6�-�� -- 5.5'BSl - _ 400
R in' PIPF g 2C,IR-WSF
Zjj1-95 NBL 3T BST PLUG & FILL Kt VVt UI ilL>
/ & 11 PIPE jr'a - /-95 �T B5/ - a
�r�—N/FLOWAGE SLUG CL- 1 u - - -
J Imo_ FILL W/ILO ,I
II _FILL--- v ---r-- -I T 1 - J_ -- ----r-0,-BST----r---z--
--- II ,�,il� r ir'm J
1—. , - <> FS
HW (TS) - '- - TRAFFIC SIGNALMI
-
a E' - V DITCH ----- ---------- --------------------------� - _ _ _ -
SEE A K __ _ --��_-�fi w/�sg�— �r� , �� �' . l e .ix HANDHOLE REMOVE EXISTING FENCE -----------
M X APPR X 48" WW W/154W-- �� �� � �`�5 �/ �� -g M ra .A_ _ �a�_. _- - ---- Z4 r ------- X1 ��C ----X-------------------
/ �7Ciilir■117D'����:��_� ������i-a! =a�J,■��C— _ � o�s� ��� ---- � —��� 1
��Ili _ T�i� 1- --- - EXISTING R/W \A/ Y
•
c:, - �C6 , &'-‘.. �� 6t _` LATERAL BASE DITCH C SPECIAL CUT DITCH
LATERAL BASE DITCH _ SEE DETAIL B
•
i, STANDARCOOBASE SEE DETAIL P o SEE DETAIL D _ C ._ii ♦�♦
SEE 40 TONS CL I RIP RAP
�O*M N. /fDITCH
DETAIL W 75 SY GEOTEXTILE Rr+ PROP.WOVEN WIRE FENCE
44*/ , 44* - .,-
A, a
Vfiti4 , N , -N-4- r .
re..14„:„zt. c----............. Ab„.. / 3*X--"Nip 0,\S(' •
INSET C
cyc� © '\ \ \
F}\ \s\ \ /
, '/
s \ \ ://
/
0-1 SP. CUT BASE DITCH v,p \ \\
73 SEE DETAIL V \
SP. CUT BASE DITCH \ \ INSET Ar /4 , ,, , ......,•
�n SEE DETAIL N (' 60`o r /
/ , - / \
o
\ \ \ \ END
-0i \\ \ \ \
CONSTRUCTION
/ /
cl i -Y20- Sta. 33 + 42.00 l -t:°„-,,,,,. _.....-----------
171 / k ,,a _________----
, ) ! 1111
II Ai
o / /I /f / / „V
m.0 1 ..._
I Ii 1 It 1 .i I ly 7 •CQ
/7/1676- /
,-E° i I i
0 �Q
I I Iz1 /� ,� O /
C I C
III II sC6
I // / / EL CT
jTo' / // I /�, alf I�./ 25 0 25 50
II /if*
o
m 1 1111 / DENOTESEXCAVATION
I �, � I � .IP RAP` �� SCALE FOR INSET i����i% INWETLANDVair/ a_ NGLI60pi i 1�0 1ITi DENOTES TEMPORARY
1 , , 50 25 0 50 100 / FILL IN WETLAND
w I 717��wwAAAA - �-� ` 1 11III .; RAC fC
_____ SCALE
_ P:[phone]
0 I
m -� 8601 Six Forks Road,Forum 1,Suite 700
7 FOR -LLT_SEC2- PROFILE SEE SHT. 116 Raleigh,North Carolina 27615-3960
No 7 I �� FOR -LRT SEC2- PROFILE SEE SHT. 116 -NC License No. F o112
-0L I Engineers I Construction Managers I Planners I Scientists
o= FOR -Y20- PROFILE SEE SHT. 181 www.rkk.com
c2�°� FOR DITCH DETAILS SEE SHTS. 2 D-3 THRU 2 D-4 Responsive People I Creative Solutions

Submitted 9/2/2020
v/ PROJECT REFERENCE NO. SHEET NO.
� � � � - 9%09, /�` SEE INSET C . �� l—5986A 34
m7 ± l - PERMIT DRAWING
/ / i \ ' `� `•' / SHEET 72 OF 163 SHEET NO.
_ y!! J ROADWAY DESIGN HYDRAULICS
i� - 1 . ENGINEER ENGINEER
e' . / / - "35SO I s
WAGZ±_ -------
,,./.. .... v \i‘-5
- Q
,___
0•z n I�
± 7? m � irk / /
m� \ / F C� �I1 FS
+ - IN TEA
M + WA H Q10=130.0 cfs I -
l �• oo- V10=1.76 fVs
m DOCUMENT NOT CONSIDERED FINAL
M nCL / 0 UNLESS ALL SIGNATURES COMPLETED
UJ R� ��' SI T E 29 m - ��P
W19
.4-, �,i c /i a aa� I N S ET B Z SITE �,4�t ���P� ���� STANDARD BASE DITCH �Q�
- , �_,4 i `�/// o SEE DETAIL W
(in 'ems ��'� / - LO
j
•-- ' C PUE . . E Ec E PUE PUE PUE PUE PUE PUE PUE PUE PUI- s s ,���i4►✓ LATE RA DITCH ;�/ i Kli
`���,�� S• s' METER LATERAL V DITCH -I SPECIAL CUT DITCH
* _ // S ,' DETAIL K Q w
- _ 61_ = / _ �i/9 zee O SEE DETAIL K O R SEE DETAIL B e _ PROP.WOVEN WIRE FENCE - O O
�II� / / \ 48 TONS CL I ' W
�I „ 89 � va �0.,,, SP. CUT DITCH W
O � FS i e. 48" Ss ry� .' ���/m ---- ------------- SEE DETAIL B
O I „ ■r■ , - .;,,,,.,,, REMOVE___ EXISTING FENCE — _
-----�— ---- �� Arggiar,4y_1�d t/imwQiugim ,,amm _�t�i 1n EXI ING R/W
r �t- `tiT'T � �-- 4 WW W I BW < X �C �— � � X � X �—__X-
16�-0=
WOODS .i.
UJ
+ r SEE DETAIL B,� SEE INSET B
144.0SPECIAL CUT DITCH --j44•0 W
O �/0 6►I \ WM IItM i
SEE DETAIL BCO
NMI
- 1 PLUG & FILL �I >_ 10.5'BST 0'961 11 0'901 O
■ —7 W/FLOWABLE W/FLOWABLE III a —ram- - PLUG FIB CO
—
Q Flt—
L 11� /FLOWABLE
0
1-95 SBL 37'DST III Nt II - — - �o __^` o -— FILL - ��� - 1-95 SBL 37'BST — O
//\ 2GIB-WSF -�+ �T^- 2GIA
," F i -WSF — — GIB-WSF _ �--- " — +
V� 15" RCP-IV IIDI CONC PA ED DITC II DI r 1 " RCP-IV 3 BST 15" RCP-IV I _ REMOVE DI I I 4/5+00
1 AVE: ! CCU .� .1 J I 10
---i--- ----i—L---�—--L—M I�s----L
24" L L---S T 1---L---�-- , _ --L---L---�-- T ----L--- ----L T---
1 RCP-IV 2GIA-WSF -- I 24" RCP-IV �` +�� , - --� 4�5���� � — _ --3..5'BSI 410+0044.
WR. in, PI .� _ �0'�f WSF -
ZKt ("Nit UI (h> 0s>I
1-95 NBL 37'BST . _. PLUG & FILL & 11 PIPE I.
a // 95 37'BSI
NN/FLOWAGE SLUG L��I u _ 46 � —
II FILL III d
J -�- W/ILO : �-„ - (/�
II —11U - II 146.0 ---r---z— T 9 fdS7=---r-II -A�:-- �� 1
la T
\.—
FS I
RW�— E V DITCH a ----- -- --- — HW-----------------------� _ _ S) —P— TRAFFIC SIGNAL , /�— b
,, --4��� -Q HAND. REMOVE EXISTING FENCE _ < a W
XX SEE XD ��it-.v-�- �.1�.,:, —► ►_ �,�= -��� ♦ , , A j.._�, a a _ _ - �6 ---�
X APPR X 48" WW W/I � I �� � �`� �/ .f .��Cra �� _ _' os [ �� c � ! 9Kf .� 1 �_wl� �` L.� . '!�' �1. �1f.1� .� �x_— �T�I--� m9 -------------- --- ---- Z
���� f•7C;il1r� --- MJIIMM = `��"� G�,'7ht '�i�� -r s� •� _ �— �-' — i'��1'� o- o� -p.� _�...�., �X Exi N>. �- �,-' Ti •- �'►i� �-�i�' T� LAY —
immimessrmwmpoom
*11114_,_ �� LATERAL BASE DITCH \ SPECIAL CUT DIT�H 146'0 - CLATERAL BASE DITCH ��� C SEE DETAIL B
� SEE DETAIL P Q SEE DETAIL D _ O O O— O - R
Olb' �• TAN R�ni�ASE o _ _ 0 V
11, DITCH SEE 40 TONS CL I RIP RAP ,
E0* •� �:�� DETAIL W 75 SY GEOTEXTILE L + PROP.WOVEN WIRE FENCE I—
OM *�, ' _ ,. l � p; Q
<, , (.,
it
.§, A 47
co-..- * 4/---V
ow'Ll © \,, , I N S ET C
cV , HW \
02
CT male* \
F \ \ • • - . . ..-1'
o SP. CUT BASE DITCH c� \ \\ / •�►
LD SEE DETAIL V `� \ \ \ I N S ET A ) /
/iN
/SP. CUT BASE DITCH /
\(r) SEE DETAIL N (� 66 •o' Ft di_itr.
/ /
1 / \
CO
\ \ \ \ \ END „„ I
CONSTRUCTION / / ,‘
, \ \\.1 1 \\ \\ \\
j3
—Y20— Sta. 33 + 42.00 l -
rn
/ k ......w __ _ _ ,-
M I I
IS O
i I C-'
� �/
- _ - - - -
' \ ..--- orN•
C 1 1 I 0 / 411 -Y ..„, ///
‘1477
0 if
1/ i i m
4c, ' '' CP.-4fAii..4,
/0/1')//
o / 2-v•
7 1' 2 „ o
s3 ' I I�I`71 / 1 / H /I/
EL CTHIC /
a.HD
ICI tir
�./�, R
E �. 25 0 25 50
1 I, /Qz/ eif,l / o
11m 1 DENOTESEXCAVATION
1 , I I :IP RAP SCALE FOR INSET i\\\\�% IN WETLAND
1
w 1 TI i �, _NGLI --,
N 6„Idol I DENOTES TEMPORARY
up up �� -�� / 50 25 0 50 100 \///� FILL IN WETLAND
E of 'r ,
w III _ RK (
_ _ !�''��I SCALE
---- Jn�� ��� P:[phone]
o
I I I - - --____ �7 8601 Six Forks Road,Forum 1,Suite 700
FOR -LLT SEC2- PROFILE SEE SHT. 116 Raleigh,North Carolina 27615-3960
0 ro I III m l N FOR -LRT SEC2- PROFILE SEE SHT. 116 -NC License No. F-0112
�� I ,-T
- - Engineers I Construction Managers I Planners I Scientists
o= FOR —Y20— PROFILE SEE SHT. 181 www.rkk.com
� . — FOR DITCH DETAILS SEE SHTS. 2 D-3 TH RU 2 D-4 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
tr I-5986A
,
ROADWAY DESIGN HYDRAULICS
Lc I
ENGINEER ENGINEER
I
i 29 ,
. II
ST1 . 40 $ + SOI 1 • 405 + 50I
PERMIT DRAWING
SHEET 73 OF 163
II
1
GLI is►
160 c -L- STA. 405 +50 160
SKEW= 95
150 ( 6:\ c\ Oteti 150
b -
0 • •
�j
- J •• - PX!STING
----10 --- - _ GROUND
40
l�V�TS = 140.7�9 ---��2 48" RCP11V 2 C� 48" RCP-IV --_� ---___
140 - A I I 140
S = 0.3% S = 0.2% I
PROPOSED 2 e, I � �F PROPOSED
PROPOSED ELEVATION = 140 81 '
ELEVATION = 140.22' ELEVATION = 140 3'
130 130
C
N
J
I—
/H^
V 1
J
J
0_
4)
I
L
Q
1
Di
CO
CO
0
LL)
1
H
U I
7
(r)
c nm
c
N
2 ; 8 " RCP—IV
s_
C nit buried)
o _
c
'>' ( am
l
J
1 1
u
1
cc
J i
,_
RKK
P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO U NC License No. F-0112
L
� ur Engineers I Construction Managers I Planners I Scientists
�_a) 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
coCCJ Responsive People 1 Creative Solutions

Submitted 9/2/2020
�° 0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
cn SITE 29
I —5986A S2 X
160 1 0 1 0 130 140 110 100 90 80 0 60 50 40 30 20 10 0 10 20 30 40 0 60 70 80 90 100 51 010 120 130 140 150 /60
PERMIT DRAWING
/50 0.020 0.020 O.o 5 SHEET 74 OF 163 /50
.025 0.0 0 01_02 0 _ J 60/
----------3 al /45.99 3 el
140 3/ _ /40
140.49 406 + 00 . 00 14/.[6
GLI
00 _ — /go
/50 _A 0.020 0.020
0.025 0.0 0 0 020 o.o — /
---------------------- ------------------ — — — — — — — —
---'' 145.4/ ----___________------ 3il ---- 3e------ ----------------------------
140 Jv
140e30 3 J405
140
+ 5 0. 0 0
140,84
1E0 1E0
1.50
0.025 0.0 0 0�02o L— A 0.020 0.020 _ 0.0 5 0.0 5 - /50
_______-------- ----------- ---------- — ------ --------------—-- I ------ _ NIIIIIIIIIImmmmiftft...__ --- --
3� I
l4n 140.58 3� — — 140.86 /4n
405 + 00 . 00
_180 _ 1E0
i
1. 00.025 .020 0 0.020 0.020 a—o0.02
/_5n
_A 4-5
�
140 l /40.85 ` 404 + 50 . 00 — 140.9/ 140
1E0 1E0
E0-1
0'
N
W
I-
C7 /50
J 0.025 0.020 0.020 iA 1 0.020 0.020 _ 0.025 1.50
6 0.025i 6
'--------------- ----- -------------- ------------------ 145.83 - -� — -- 3/ Sal
3 /40 _ 3:7 3 al 0_0
14/.13 — 1 40e96
a1
404 + 00 . 00
,,
_,
1
co
. _
Li
i, WETLAND 6.0
3
L
160
/50
_A
6.� 0.025 0.020 0 020 0.020 0.020 0.025 0.025
_____
6il
---------------------
w _ 3:I J../ 3�I 140
u 141.40WC ft
/4/.0/
cc
403 + 50 . 00
w /40 P: [phone]
8601 Six Forks Road, Forum 1,Suite 700
o _ _ _ Raleigh, North Carolina 27615-3960
o NC License No. F-0112
o Engineers I Construction Managers I Planners I Scientists
offc\J_ I www.rkk.com
_ 1 0 1 I 0 130 1 0 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 1�0 110 Responsive People I Creative Solutions

Submitted 9/2/2020
�° 0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
I -5986A S2 X -44
160 1 0 1 0 130 140 110 100 90 80 0 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 51 010 120 130 140 150 /60
PERMIT DRAWING
150 _)- 0.020 0.020 0.0 5 SH ET 744, OF 163_ /50
I 0.025 0.020 0.020 1
------ ---3 al l45°99 3 el
140 3/ 140
/40.49 406 + 00 . 00 14/° 6 _
GLI _ wl
150 SITE 48-
1.50
0.025 0-0 -0 0 020 , _A 0.020 0.020 0.0 5 /
---------------------- ------------------ - - - - - - - - - ---'' l45°4/ ----___________------ 3� ---- 3e�----- ----------------------------
140 Jv
/40°30 9140
405 + 50. 00
140,84
1E0 /B0
1.50
0.025 0.0 0 0�02o L— A 0.020 0.020 _ 0.0 5 0.045 - /50
6:1
_ ___-------- ----------- ---------- — ------ --------------—-- I ------ _ NIIIIIIIIIImmmmiftft...__ --- ----
3� I
l4n /40°58 3° - 140°86 /4n
405 + 00 . 00
_180 _ /fi0
i
150 0.025 ono 0-020 0.020
/5n
_A 0704-5
0.02
140 Jil /40.85 °I 404 + 5 0 . 0 0 - /40.9/ ' 140
/B0 /B0
E0-1
L)
W
I-
150
/5n 0.025 0.020 0.020 , A 1 0.020 0.020 _ 0.025 0.025
+, ------------------i----- -------------- ____-_----------
31 /40 _ 3/ 3=I _ /40
/4W 404 + 40°96
1
00 . 00
_0
,,
EC
KC
LC
71
Li
WETLAND /60
3
L
/60
/50
1)
6°� 0.025 0.020 0 020 , _A 0.020 0.020 0.0a5 0.025
--- - -------------------------- ------------ - r______ --------------- --_ -------_- 6 _- -------- ---
w _ 3�I 3i 3:I 140
u /4/.40 /4/°0/
WC ft
cc
403 + 50 . 00
Li-1 /40 P: [phone]
8601 Six Forks Road, Forum 1,Suite 700
o _ _ _ Raleigh, North Carolina 27615-3960
o NC License No. F-0112
o Engineers Construction Managers Planners Scientists
offc\J_ I www.rkk.com
_ 1 0 1 I 0 130 1 0 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 1�0 110 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
/
//� DENOTES ETLANDL IN l � j��! I! `., V 1-5986A 35
co ** ** ** * DENOTES MECHANIZED \ t \/ RNV SHEET NO.
* * * * CLEARING �� �`��1�. �a��l���
50 25 0 50 100 ,�i>•�kvi���. �rf y �� ROADWAY DESIGN HYDRAULICS
GL I j DENOTES IMPACTS IN Q ���� ��' W kilL\ / ENGINEER ENGINEER
i I ° i: /// SURFACE WATER / ritiv7
-�Ir�F -'. i Q
�i•1 ►'► ,i heal 11 �
. T PUE`
SCALE ////// DENOTES
WETLANDTION ��� / ; •"i l ;, �� _ V
A. AEA ,.
/// DENOTES TEMPORARY \!�';' 0'• i,� ____ia 4 / YX
FILL IN WETLAND PI�E� O � �s�� Kl. / � / \> V
r ?@ i
Ay.fifir,,,,Ipips"= 'i — / �'�,.
i —� 'Vny ��P
r ��=L
�r�r�r�r r�r r�� i • O
__ _-I� r=olittrast'A�,-i ,1� p� DOCUMENT NOT CONSIDERED FINAL
�� �t�r�r�r;'��r+rso�r�� UNLESS ALL SIGNATURES COMPLETED
,1***** i =e� i /I
_ .sr..�i����t�/% r�r�r�r�r�r�r�� ��! ' INSET c! Ar , PERMIT DRAWING
�tit-l�i�i�.iimpop,�$,,,j 7�-r �r-!_�.�.�,�I-��kiih
•-,,,., � ���-- „��911, -- - SHEET 75 OF 163
__ -,..,_ i,.4E 4-�'�' ��►°' ►ii►,�,�r�r.►,,�,►1O►�i�,�..-,..
my.finr..a.,r4.60. .._._.„4,,,,, Awl I
dig ,,, 47p,Vairi,12% Alp' ' / AIM
0
■ IIF 1.1 - —
T T T " T T T w T
INSET B
SIT E 30
1 TON CLB RIP RAP
W/5 SY GEO FAB
SEE INSET B
. 0
SF SEE INSET C Q10 N 23.6 cfft/s
•
ELECTRIC V I N
METER MTL J.I,� •
GRAIN SILO ; `� �,J (ram _�' v `� , .
�. '� `� SP. LAT BASE DITCH
/ „�a;;��,��� � / WAK:
`� SEE DETAIL C O
3TON CLB RIP RAP �� / � ;�. 0'
M --�rAL M
PUE PUE : PUE PUE PUE PUE \ PUE 10 SY GEOTEXTILE
PUE/ <> t! 'IFvf r.:, /•• _ `�'
i Hp
l / \ t t , ,� ; �+ _ PUS P / PUE`; PUE PUE
W R R PROP.WOVEN WIRE FENCE \ ut � arAttii'� —wLe_ _ R aW
REMOVE EXISTING FENCE �"
W W Sr. CUT DITCH \ � 1' ��� LLI
p . .
SEE DETAIL B _ C \-C—
_ — _ = � fir. / , �� TOE PROTECTION
C — •• .���J..� s SEE DETAIL H
-Al WISBW X ; X n —X 48" WW W/ISBW .■3.y..yy ■ rri7u�3ALTiTiV1�: .�t .i ,' _ _ _ `���� �_�_ —
/ — XwiA10.� �Nir1�1r� ��^ �� yip � i �� n \ ���ilMi�dmMi �i
�> > > > .■■r lA'�t� ..1Ny111 " 1t: • �'.u. I •. 48" WW /ISBW ----- /_\ ����
��� is__ y►__ -, . t�/�/rFll/-'rio Ir1!%que, :..uurr
W ��■ /r/%4�r/7rr /r r/rrr�rrr.rrrl/rrrr[rrr�rrrrrrrr•�
SP. LAT. BASE DITCF� uilli
CAT-1 / # ' ' '''�� ,. /nr►rrrnrrnr►aor.,rrnrr��c /nir�ii�,�ii iii,nr, .
W SEE DETAIL AF ,,,..� �����N "
�FES Tf REMOVES 15" RCP-III I 2GIB-WSF I e
_ _ _ _ /0.5'BST PLUG & FILL \\ O
II mi
�n II / /PLUG & FILL — O
• - - — PLUG-_&--EaLL— — II / / W/FLOWABLE — — ; _EH_ _\2 ■
_ — O
O III, W/FLOWADLE � ,� III / / FILL
FIk� - I 1-95 SBL�7'BST
O �11 RE E - t7 // _ — — — — O
2GIAS� �GIA-WSF +
O I I Ili 6CONC PAVED DITCH I 15" RCP-IV I 12GIB-WSF o ',II 2,4'i 3 :ST - 24" RCP-IV CO
--L__1-_ --I_ _T --T_ _T --L--L— s z s L s t a T IVIL , -� T ---�--- �° i�'�-. 2�� - - L /GONG=PAVED DITCH T i z ----L--- -- ---s----L---s--3'GF�1NS - T OF 24" RCP44. ��B ��T5" RCP Iv G113-WS :11„R:MO7PjVH I 3.5'BST �J� 15" RCP-IV ge
l l l 9�A+BL 37'BST ICE
_ REMOVE DI T /W ILOOWAB E:2;1
— LJ' /0'BST
J2GIB-WSF
E . W 13 Ae#10 I plifrAsarA irde ri rig WA AF ' jirgrar- Ari f 74,41,21,145F A,r4ir I
GREU TL-3 _ -
�•r�s�r.� F PROP. SBG 1
UJ
7
;t torso. F F F ' F
. . ' ' _ _ _ — 0ill%YIwj Iti�o•
__�—� ���
0_ c _ --- s • - X. . X. . X---IX — — X X —wIBX- _ ak
— — ! �ww j hloomi�,,,,,—,���-/ ,��—��_��__--- ��
m J OVE EXISTING F`ENC•71-
± r;;j4�►1,4ri /�y��l A►� � Willki
4P411rArEV �' J
PFAIrAir ,
o A/ ± ' � - �B- J �- PROP.WOVEN WIRE FENCE
/ / `� " �' `� ��i � � e �~ SP. LAT. BASE DITCH D�/ PO
co Q • ,j, SEE DE IL C Q
Li
cr,
j pp l� / m• ± WAI + `w �c.DSITE 30WAI ±
� AT_� e� , � o • I /
C 1TON CLB RIP
+ 4 am �� LINE CUT/FILL W/5 SY GEO FAB /
o 1 Fitskly0, TRANSITION
up z���/~�ti���~��,r 2 TONS CL B RIPRAP
- ;4�jlegi*4-41,Sta-- . / i W/7 SY GEOTEXTILE S E E I SET A
EXIST �,�Q��1hv0l��Ij��47.IfI40T•IN,M ,
-
n kale-0 kr" Air 41V
1) <> VOA A 4 A/ y.b!it*
o V.I. �- alp01 Ve � — WLB
�� �� - 7 I N S ET A
LL, . „J.', ,, .
fret AI'r-Arri v
cc ,
Lu —0. :,-I Skil.-4t.etni
\liplato ��� Ritzfl
o f P.[phone]
-�1{
o �� � �� Raleigh,North Carolina 27615 3960
-7128601 Six Forks Road,Forum 1,Suite 700
� s_ e � D- FOR -LLT_SEC2- PROFILE SEE SHT. 117 NC License No.F-0112
�� ' FOR -LRT SEC2- PROFILE SEE SHT. 117 Engineers Construction Managers Planners Scientists
cv 1� - www.rkk.com
� � 1 FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 Responsive People I Creative Solutions

Submitted 9/2/2020
o- PROJECT REFERENCE NO. SHEET NO.
0- /
///C/ DENOTESWETLANDL IN / l � -I ,��! Ir, ru'� v 1-5986A 35
\% e
ipkk\
co ** ** ** * DENOTES MECHANIZED �� _,a\ �/
RAN SHEET NO.
1;L/
* * * * CLEARING �•.11,.
r ROADWAY DESIGN HYDRAULICS
50 25 0 50 100 / / s ► ���� � ��
DENOTES IMPACTS IN �� w��� 14. ,--, ENGINEER ENGINEER
fISGLI #r h ��� SURFACE WATER rrA`� 1Ir. ; .
i_Uttl / p
DENOTES EXCAVATION > �o_ �/4 1t
SCALE ���/// IN WETLAND ?� : � � I/ - PUE
DENOTES TEMPORARY P • 4tM'
T it
- imalwall`wi• Piar4 ,marr• .V}- W3L- j-r. o
tai,/ ' N 1:#1 IOWA Ai ;Z:d' .±j--- i 4 /
@ itinfilt , I' ,..I i,,
'" gli �,3
CO
r g� r �sr_..> � ;i • 1. P O
�.�r takk1l�'�4,~�,�'� iv DOCUMENT NOT CONSIDERED FINAL
�!� i 414111�� 11( i OW UNLESS ALL SIGNATURES COMPLETED
�r4...y�w1` Mantra=ram; A / P' I N S ET C /
; Ra ►_ .a '►-.� ��r��;,,ram,„ , , S II
—. a. —= *Adaftwilicorgarciv- „,,-LestiW �� --=.: PERMIT DRAWING
mow•11~Wolk
_ 4 -4li'llW mK - - --T_ ifi SHEET 76 OF 163
wo
VIIMWA-111"111T,P "--A....,40-460-•••-•-4 Alp
AFIK
/
■ km.�� ICI , Kr
T II T T / T
I N S ET B
z/z
z/ SITE 30
.v1 TON CLB RIP RAP
W/5 SY GEO FAB
SEE INSET B SEE INSET C Q10=23.6 cfs
. 0 .
•
V10=1.69 ft/s
ist,e,
`) SF m It',
ELECTRIC ' ��/
METER MTL • ApoJ ,i ' 1 �Q
GRAIN SILO • �' `I,
(TYP) �'-= ; \ SP. LAT SE ITCH
' \ I •
.i ' ,• , � w .* WA
�i \ SEE D TAI C to
3 TON CLB RIP RAP •
\�� / / /'�yT i � ± -
PUE PUE PUE PUE PUE PUEtC-E).$ /el .
\ PUE 10 S GEOTEXTIL . , P - '��' tl. ., '.. , 0 \ - 1�� ` P•* PUE\ Ob PUE PUE a2, M
W R R PROP.WOVEN WIRE FENCE \ r. 0:0
� 'r ' v �� W
W SP. CUT DITCH \ alb • ;,.�P r► 7 ' tO1P W
REMOVE EXISTING FENCEAo
SEE DETAIL B 0. - ��� mar, �.�, n.' • ` ateasmisimn I
C C _'-' ��.► ., err,• AW a? ' SEE DETAI H
— X � G. X X X Amid jt. worr
, At r, , rry, r ar3.7u�3.L1�1�ti=`� :�r� - - / \���_—��--���_ e - .wiA1/■ ��iy �in0�■r�I�11►ti1i�1Rf11�� �����l���il� �— ���W�1 W/ISBW a ,� 48" WW W/ISBW .�w 11�1�L4i iiry�.w _ �� � 48 WW /SBW �
I _ > o �!.w11_ ....rrw111.,r_......y1�1�■. %� '- I _ _ Al_ ��.�,��
�rr.rr��/7�11�yCY■ri�.y'—_—�•'- 'r �. ��/�/rrr►.;rlrr�ilrl%%1i,%II 13 0�::morn --'[ y ---- -- W
SP. LAT. BASE DITCFT� --- �. , �►�nrri.iirrrn►; •rrr�r" err►rrr.rilaii:rrr.rrr:ur,rrn••�
r,�.. , in"
r nnnror ►grr�nndrsi�crnon F Apjyromm,- Ai, F ' Lu
r�nrai ;iii►rrr !, � /�
zbt zi 001 •
er ea 2GIB-WSF 00
H C S 0261 �— co O 0•bbl O'261 - , /l l�.1�JT _ ---
o Ih �n ; ��� / /PLUG & FILL \\ 0
O - PLUG SL FILL—
_ II F// LOWADLE W`FLOWABLE -
III / / FILL ��'` 0
l 1-95 SBL-37'BST
0
O - II REMOVE RC m; // 2GIA�SE — ZGIA-WSF _
V 146.0 I I I 144.0 1s RCP-IV ! —'�l■I�+� - • ,r" 24" RCP-IV DI00
♦
'n° _ 11 - /GONG PAVED ITCH v _
- --- L ---r-----1----,_ _T_--=L--7___T_---Z---s----L---=---- -_- T MTL 5----T----T--- --- --0'zbl --- �� 1L- Z--- ----L---�-- T L--- -gim �� Tom- 017t- _ ��B�O�'rifCTP1P �GTB-w -� -•::
_ � 7a•��: r 3.5'BST -- ---- ---� J��II 2fi 1NS�- 15'RCP-IV d'
• / / ■
l l 95 A+13L 37'BST
I- - OVE DI T /—�Wr FLOWAB rC I-
�1a6.0 � / rIL�
144.0 — /Q lU'BS7 142.0
7 1 2_GE ws 140 1
„ - 140 .• ifiryozie1
,r3 __ ., J
ci 1 1 r ■ 1 1 %� ,� r1 .� r , �o�� F F .ii F F . *•�► 1
5 PROP. SBG �A � _ v
LU
PP:r4,110.*Nor A=
111111111wIIIII".141711.1A:2'--------- .
X �� -Ike • Ill.II� IC��r'I1�:-l/i._ilr..n.�/Q \ -
4:
Q - (. eve / j - - - r:O n•.:' Ill / 7;"� / �-
�� �.�I�� P,���i �f►ice�a�i �■��� �� ��� �� ���
OVE EXISTIN :77
0 t•.1�0/41.1,4'%-0�tgoo I iY. — I :211
Airosr�_��— .����
_ ip..... -7
_ �� 0` ± © a� �' ! '�g�� •, �� p�1/ v PROP,WOVEN WIRE FENCE
_ NV m " ± ��� ;,p 0441)-4 LAT. BASE DITCH —^; p
CO Q . . i , �' �'i�w a ➢ SEE D E�41 L C / Q
LO — ±ti WA �'� ��' �/
o It, o
01 �� mom` • rn w .
oo� Zb, SITE 30i � `_ rAI li IWAI
--1. / / 061 i • �I 4
o Aril -
±____If
CU ILL • • B RIP '.• - - - i a
W/5 SY • FAB ��1 /
��NAT, NSITION L a
up ; ��h� I�����4, ff� C L B RI PRAP
-0-.___-- /1/611"1 04 i �v Ai F - W/7 SY GEOTEXTILE SEE I SET A
7 �i
j -' AI W eelig�i floe* -yi ���� I
ti 11. tip/ ;'�s ,�� r -molt
r P.44-04trealwit4 4F1
(0
+_, vati,A4,0-;.40,,-40.04,
E + *V7
10- 1- ti(>B
w . , / - )-, INSET A1 . /
! ; 1� S
' i%'
Lii -0 \tik- Aril, ft,* / RKof
0 •44' �,
P:[phone]
' 708601 Six Forks Road,Forum 1,Suite 700
o • --Peeler' Raleigh,North Carolina 27615-3960
0 . FOR —LLT_SEC2— PROFILE SEE SHT. 117 NC License No.F 0112
\o= FOR —LRT_SEC2— PROFILE SEE SHT. 117 Engineers Managers Planners Scientists
� r 1O FOR DITCH DETAILS SEE S HTS. 2 D-3 TH RU 2 D-4 Responsive People I Creative Solutions

Submitted 9/2/2020
I I
PROJECT REFERENCE NO. SHEET NO.
tr /-5986A
I I I I
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
t i
i
t 1 SITE 30
1 1I S TA •
ii, 0 1 1
_ . 422 +
• . • . PERMIT
1 t , t
SHEET 77 OF 163
. . . .
1 1 1
GLIrctiv14, „...
rd 1
, 1
, 1
160 160
ol STA. 422 +5 0.5 —L—
SKEW 108'
150 150
, /ikit
s I ,'
1(b.
140
— N
PROPOSED STREAM BED 12' X 6' RCBC EXISTING GROUND
/## NWS = 134.4'
I I I - -. .--
S — Q.35 /o
130 130
PROPOSED
PROPOSED EVATION = 134.00'
c ELEVATION = 133.40'
c9
w
I—
/H^
V 1
120 120
4)
1 I
E
L
Q
1
- - - - -
1
Q
(0
CO
L )
1
cp
o1
C
3 12 ' X6 ' RCBC
L
O t t t t
C not burie4 ),
len th = 183
c
w
,_
cc
up
o_ RI•CilK
(r) P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO U NC License No. F-0112
L
�� u Engineers I Construction Managers I Planners I Scientists
�_a) 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
oo_,
coCCl_ Responsive People I Creative Solutions

Submitted 9/2/2020
-° 0 5 10 PROJ. REFERENCE NO. SHEET NO.
cD
C\ I -5986A S2 X -51
up
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
WETLAND WETLAND SITE 30 WETLAND PERMIT DRAWING
_.....
l50 _ fi 1. - - - S H E ET 7 8 O F 16 3 /50
, _ _____ 0.025 0.020 0.020 0.020 0.020 0.025
l4/.58
425 + 50 . 00 /37.55 1
G
/30 LI_ /30
WETLAND WETLAND
... WETLAND
/50 60_
0.025 0.020 0 020....--------- -------- ------ _____ 1.- 0.020 0.020 0.025
/40
_
--------'"''"- 425 + 00 . 00 /36e 8
/_30 1 _ _ _ /_30
WETLAND WETLAND
_..., 1 ETLAD
,.„„,
/50 /50
0.025 0.020 0.020L ___--------------------------- ---1 _________j 0.020 0.020 0.025
i
60/
140 -� - 140
i 3:I
-------------
424 + 50 . 00 I 136.02
/30 -L _ /30
WETLAND WETLAND
WETLAND
/50 - /50
_ii i 0.020 0.020 0.025
L 0.025 - -
0.02 .020 iI
/40 ---- 4 _ _�_---_ i ___ - "-----------r�--- /40
424 + 00 . 00 /35.26
/_30E _ f /_30
o-
c,D W WETLAND WETLAND
WETLAND
1_
c7, �50
44 1.1
/50
J
__4._ Amii_
1
J _ 0.020 0.020 0.025 I
�1 -3 0.025 0.020 0.020
3 _ 40 ,-- 9 --- ------
-- -------r -------- -------- ---------�_-----� _----_ ----------------------------------- /40
- -
__ - ---" ------____ _�______---- - 4i 3 '-------------
-----r ''-- 423 + 50 . 00 /34.50
co /_T I /30
Lc
71 WETLAND WETLAND
WETLAND
,,,_
....
/.5n
0-
/50
s 0.020 0.020 _ 0.025
0.025 0.020 0.020I
--- --------- --------------------- ---I__ ___.�-r-------------- ------------------
/40 ___ -_----- -- -------�-- _ ---__ 140
----------------------------------------- ----,---- --- 140.85 ----------
0 ,
- __---------__
134.30
w /T 423 + 00 . 00 /_30
RK (ft
c,
w P: [phone]
0_up 8601 Six Forks Road, Forum 1,Suite 700
O Raleigh, North Carolina 27615-3960
c). 1
NC License No. F-0112
o o / Engineers I Construction Managers I Planners I Scientists
o�a) L www.rkk.com
� 150 110 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 Responsive People I Creative Solutions

Submitted 9/2/2020
/ PROJECT REFERENCE NO. SHEET NO.
I-5986A 36
co
R/W SHEET NO.
/// DENOTES FILL IN ROADWAY DESIGN HYDRAULICS
50 25 0 50 100 WETLAND ENGINE,,- ,I4Glri- / ER ENGINEER
ilill ** ** * * * DENOTES MECHANIZED
SCALE * * * * CLEARING '
/ 0
/\ (1,
NN
r÷P
P� DOCUMENT NOT CONSIDERED FINAL
÷
UNLESS ALL SIGNATURES COMPLETED
��e
PERMIT DRAWING
SHEET 79 OF 163
\ .
\ / / ...
\..,
/ ,...„/
\ \...
/ ,.". .,
•
• . ,
ow, __ - \ . .• ,,.. -,......_.. ........- ...., .• .
\ + ± .
. ± , .,. „ .
......_
P H ,.. .. ..
. • .
Ln J Y1AL .. .. .
•
\ . ± �� . • a sya POND ;
M �4�s ` ��SS ± : ± ± \ ,,.• q`'� •
POND
I. PUE PUE PUE PUE 6 PUE fkUE PU' .. • — `PUE PIP PUE 1p PUE PUE PUE P PUE PUE PUE
W = 0 _mpwri - - -w��y' • �'PROoP.WOVEN WIRE FENCE _ • Z— wee o _ • v` .�•. •
R = = M_ _ _ _
W , SITE 30 , - - - - - -WLB- - - ��L4TBASEDITCH . ,� '
. . .
. . . . SEE. / T• m SP. SEE DETAIL F .j�j'�.
A _ • 7_ SP. LAT BASE DITCH l'_� ��������� 4� W/ISBW _ SEE DETAIL C
co ���� I TING R/W \ �` — C \ TAI 4:" WW 1'
7.riA. W
W W --©.�---�7—�—.�----i -------����� _ < < ------_
w e - K <
F
AW
������� FES LIU
o PLUG & FILL W
O - - - - 2'UG &-FELL - - WHfLOWABtE-
■ W/FLOWABLE FILL
o — - - - - - -FILE I IN - \\-
Q - _ _ __ • - _ 1-95 SBL 37'BST I� REMOVE 10' ; \-o Q
PLUG & FILL 4"RCP '
+ ' W/FLOWABLE _
2GIA-WSF �• � REMOVE ai•
002FiPVO ��»r:' _ice ■
N -24 RCP-IV C - - - - � RCP = = = CONC AVED r CH - _. . . -- _ 5- RCP-IV - - O
-s---s --- ---- --- ---- --- --- T ---� _T----L-ONC SAVED D CH T____
REMOVE DI T T 4 eL. ---s----T----=----T- • j'l31� T-;, s---s . 00 T--N T40° 50' 03 2° E-_�- — -- 440 00 - -. �w�
- u - Alug +
Q.
- — WSJ - - 2GIB WSF - - 2GIB fSF N
Tr
- — — - ABLE OF 8VERCP \�o\\\
i-)b NBL 3i'rr5i PLUG & FILL �' Tr
OF 24" RCP �� FILL - PLUGF & FItLL\ ■
1I \\ Q
J e�' � -� _ sl��"���_ ��,ir��r'__�'6��- .�s`�'' - �i.�`I!�!!,�/.��I!� '.�'/!/'.�'I�'.��'���4�. � - ,�I!,�/,. �,�/!.�',�.. �,� !�' ' '� � I �
1aa. ,e1r.a rmor..
W �•�.����0` I1 O , -� � , rr,rr .deir.rrrrrp .. �� � . . CO
r--m- i . .!� .`����I:'- ■I� .�� ✓ .z�zr // /II�r1/./ /%Ir//./rl%rr/,Ir1/,rr/%r//%rr►11r/Ib/r "� - . . . . . . i
01C .rrr�n►irri /rsr
Z �4'fi= ! . -•kW_
------ - ---- - - _ ��/C \ SEE DETAIL H �� -�-------- '------
X X `- �- x - • - >. =X ' xn C X IX X- - /X X XIlk
'•W X C X `--X X X X,i./, -
1
/ _ _WLB ; EXISTING R/W C I\A/ 48"�yYV W/ISBW RR X X X I e I X X X 'Vi'ate X /7 X X
Q ,, , / `B-- — _ - RR SPIKE IN BASE OF 24 INCH C R \A/ / W
R / \�a°.4,) \ Q, REMOVE EXISTING FENCE _ r _ - R �, - - - - _ �� _ R I►_ Z
-o 1- \ ROP.WOVEN WIRE FENCE �, �At
N °3 SEE DETAIL Z SP. CUT A • T H
Q ` \ , 8S F " �, \ S DETAIL SP. CUT BASE DITCH
Q �g \ SEE DETAIL F
± \ . . . . x --. ± ± \ • \____.. l'
.0- • • ' WAJ <
N WAI\
• _ \ •
- _ _ — P I ... •
C —9lM 8�M� SITE 3 0 —91M 9�M- - \
U \,
N
'
SITE 30 V10-200 ft/s .
/
N.„
L
O
'70' / ...
N /
N
L
C
W
i
LL
W RKikft
/
P:[phone]
um
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
No NC License No.F-0112
N� FOR -LLTSEC2- PROFILE SEE SHTS. 117 THRU 118 Engineers Construction Mana ers Planners Scientists
o= FOR -LRTSEC2- PROFILE SEE SHTS. 117 THRU 118 En nek.com g I I
�1 FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 - Responsive People I Creative Solutions
ooM W

Submitted 9/2/2020
/ PROJECT REFERENCE NO. SHEET NO.
I-5986A 36
co
R'W SHEET NO.
F F DENOTES FILL IN ROADWAY DESIGN HYDRAULICS
50 25 0 50 100 GLI
/ WETLAND ENGINEER ENGINEER
iliti
* * * * DENOTES MECHANIZED
SCALE ** ** * * * CLEARING
/
P
\ P ��
�
�P0 DOCUMENT NOT CONSIDERED FINAL
\
UNLESS ALL SIGNATURES COMPLETED
/
/ /r— ,,, PERMIT DRAWING
SHEET 80 OF 163
\ ...
\ / ,
/,
6 P H2 , / .. •
�
- . N
\ . ± .,_ . . ,
La \
:. WAL
. • . . .. 1P4 .,140.,,.._ N
�`�0 0bl `� `� ,N'5` ± �m ± ,
a v.
-, r ti. . . . •
,..
v05 p' �' s.' POND . .
_ `�
I. PUE41k ' • PUE =' Z SUE 0 ` U '- 'F'UE ' .� PI �'� E PUE PUE PUE PUE PUE
1 .
LLI
wR
- SITE 3 0 — — _ --= —WLB — _ = DI = _ WJ = •inui �,�, o o M
_ Sri m8'� = SP. T BASE ' , 'AL SP. DITCH
SEE19,�_:T• CO941SEE r L F ���w---- 41)
_ _ Ilf _ LAT BASE 1'
I TING R/W 481 WW W/ISB �'- e61AR" IAI IA/
V♦ Li
-�►- �. `1- .. 0 - e 7 C SEE DETAIL C
F I.
- d� �' t � � < WAK— 4 < vae i
wAer F � � � �.���ii.���—.�I! -4,-400 �► � F
ej,ir
At- ," 7- ArAirdivir
0 e'ZblAriscirar
w
0 e b.l -- — 0'94I • �� PLUG & FILL �w/I
ABLE - Q# k8tE- V
-FILE N
PLUG & FILL - 1-95 SBL 3T BST I� REMOVE 10' _ -o O
•
+ \\CO \ W/FLOWABLE - h4"RCP- - - ;
�\ REMOVE 10' 0
N 24CP-IV CONC PAVED DITCH 2GIAT, S� 4" RCP-IV CONC •AVED r CH 18" RCP—IV - " RCP—I O
T L S L-- - T L : L---L T • 5----L---S---L- L---_T-_ 3 --- 4Q 5��-0-. �„ = M L --- ---- --- --- - n........� Mw.�wn...n..r��n.�.b. r 1- --LCBNC �A D e CHI T -
- 'f7�tOt/1=$F �� - _.-:i�. �rI. Z..4�r a�.�wd\' » 7ED r -- +
Q -_ 44.
--- 2GfB=WSJ - 09°l 2GIB-WSF
2GIB�f`3� (V
�� REMOVE 10' �`3
l-`J., NBL J/'tf3 Cl) �-
I PLUG & FILL F 18" RCP n��
V� -- - REMOVE 0 I - W/ELOWABLE e\\
OF 24" RCP I I6 FILL P ► & FILL ■
— Ise addfFL 0`>, . Q
1 ILL \\
C J 140 ,z.e .
F �+� - s`� : i�I!�!!,I � � 'j��_ � ��r . r . 'S't 'rrar,r.rrr.rr.41411 ter ' i _ erighop y a 1
r�.rxt�rr►,rrr►,rn.r�iir�sraurcrii!�r• ;�:'�
cc0 — _ / I y ------ _=bbl -- - ------ - ---- ---- -- 0.ybl �� SEE DETAIL Ffi I rrrrr _ < `� - --------- ------ < 1
J ``� X - . X X X C X X X / X X x _ � x x _ e �'��wl' �-a�+ w
E TING g/W C >�/ 48"J7LW 'W/ISBW - - �� A X - � • , . x x�
Q / Q,_ A/ JJ —— —t RR SPIKE IN BASE OF 24 INCH PM' !ge /
R — �a,° RE E EXISTING Ft NCE = J �� R 44ki
- - - \ �a R Z
U
pippp' \ �s / 3 SP. C T BA ITCH'? / 0
= \ . R.OP�(V�� WIRE CE , - 9-., SP. CU :A /H
• ..
<LI
°8 , aDETZ .* SJ�
D a \ A -, S F r ETAIL _,` �JCUT BSED TCH_c Q \ �, �Im . N l SEE D' AIL
. , . .• 01.
m •a m9r� 6*
ebb ' WAJ . ..,,, _ a
\ V
c\i WAI
C —9lM 8iM \ eg`1 P I
l,e.e - -91M 8lM- - \
= 9s SITE 30 ± .„
/ 1
j —
SITE 30 0-200 ft/s .
-
N / Z
O
71 / ---,_1
N ,
N /
L
W
Cni
—
iiicr
/
O
RKof
P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
O
o Raleigh,North Carolina 27615-3960
No NC License No.F 0112
N� FOR -LLTSEC2- PROFILE SEE SHTS. 117 THRU 118 En ineers Construction Mana ers Planners Scientists
o= FOR -LRTSEC2- PROFILE SEE SHTS. 117 THRU 118 www.rkk.com g I I
� FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 Responsive People I Creative Solutions

Submitted 9/2/2020
�° 0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
C\1 iiiiiiiiiil I -5986A S2 X -52
1 0 11-0 130 140 110 100 90 80 70 610 50 40 30 20 10 0 10 20 30 0 0 60 70 80 90 100 1 0 120 130 140 150
WETLAND SITE 30
WETLAND PRMIT DRAWING
1 SHEET 81 OF 163
1
/5n _ II _ _ /5n
A ,
---------------------- - 1 0.025 0.00 0.020 1 0.020 0.020 0.025 I .90'1
/4n i _ _ _ - h---__ /40
139.26 ter 142.33 - _ -------- --- 140089
rrit-4,1
428 + 5O . O Ho - /.3n
WETLAND
WETLAND
.11 ► ► I
/50 /50
L 0.025 0.030 0.020 L- 0.020 0.020 0.025
_______ -------- ---------- -------------___ ____-----------------------------------_ 6./ 50__ ----------------_-_-_----_--___--___----_
/4n
3 __ --- 142e.S _.S -- ,
139.09 140.73
----------------
428 + 00 . 00
/30 /.30
WETLAND WETLAND
/5n - - /5n
L 0.025 0.020 0.020 i Ai 0.020 0.020 0.025
�?o - - ---- _ _ _____,--'' 142e18 \- _ --- - - " l4ve.�y �`l - - l40
427 + 50 . 0
/.3n L_�
WETLAND WETLAND
► ►
/50 ��
0.025 0.020 0.020 L- A____ 0.020 0.020 0.025
7 3/ ,- 142.44 --- -------------- 1390�3
138,73 --- -----
W
- 427 + 00 . 00
1_
/.3o
/30
WETLAND WETLAND
/50
S_
a
-CD0.025 0.020 0.020L____ A 0.020 0.0200.05
/40_-- -------------------------------- -_ ___ Gal T ------- r - �_ E/ -I-- o /40
/4/,92 - 3 el
Lc `3� 138.56 _____-_,_ ,----,- -_-- /39.07
7
'' 426 + 50 . 00
0 /.3n ' 1 L.30
WETLAND
WETLAND
WET ND
.701
/5n i 4. ► /50
E
0
S i 0.025 0.00 0.020 i 0.020 0.020 0.045
WI heo
- 138e3/ 3' WC ft
426 + 00 . 00 P: [phone]
8601 Six Forks Road, Forum 1,Suite 700
/30 _ Raleigh, North Carolina 27615-3960
o NC License No. F-0112
o 0 Engineers I Construction Managers I Planners I Scientists
oCV i -
T www.rkk.com
00cc� 110 140 130 140 110 100 90 80 70 60 50 40 30 20 10 10 20 30 410 50 60 7I0 80 90 1 0 110 Responsive People Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
0-
/-5986A 42
co
R'W SHEET NO.
50 25 0 50 l O0 GLIDE OTES FI
LL IN ROADDESIGN S
ititt
DENOTES MECHANIZED
SCALE .• . . . CLEARING
\ 0
��� oiv `b
s M P� DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
z
PERMIT DRAWING
SHEET 82 OF 163
:'\ .. .• . • . \
SITE 31
8 g cc3
. . .
\ ± ± • . .
\ • . .
WAM 0 \ .. .
�Gt10=23.4 cfs c l — •c WOODS M
V10=1.97 ft/s `l DOE SE P DET CL HWOODS u.
C R \ PROP.WOVEN WIRE FENCE R
W O e N
" 0 0 LAT. BAS- ITCH O ' ,�!? O ,A,
W LAT. BASE DITCH SEE ► IL C C SP. CUT BASE DITCH W
•
I SEE DETAIL
C REMOVE EXISTING FENCE-' F - y ___ _____________-- -_-_-----SEE DETAIL N ---_------
♦/� 1�t T�t■1� �7�►� / \ c3 APPROX V •`/ BVV ^ I_ . 7 ��j�j � �i '�, �- / + EXISTING R/W --- C W
V � �` X j�� 0CSC X X - X X X X X X --_.r_ F �� i��� � WOODS . . . .
W _____�' _ ��� r�//O.d1�ri/-i//►� �i•IN00D5. M I =I 1 1�OMM1�I! . . _ . . •
�'�- i. s: = i:_ i._ s
I�i9/� 1//�1//1.1/ .III/IiI i�ii�Il%j �.�i.�r�.i� ►�.i�.+t'7i_�!Ws�►�s.ww. .?. �__ � ��il�l�l, ' .�.
W is-,,..ffr. ;.:4•Aiggio, � I F � --- --- F -.- - � � - � AF'F'HO 48" 79h'�TIIL1C1h' � � ♦/�� W
•
C
c - — 0
0 —5„REP - - /—95 SBL 37'BST — O
0 •
+ _ _ REMOVE DI _ Y`_RflP=iV 0
. 2GIB-WSF 18" RCP-IV 2GIB-WSF 18" RCP-IV 0
- - -- — — - — — -- +
-�---Z--- ----Z ---L--iR-WcF L L---=----L --Z---1— ---_
505+00 T 5/0+00 �C,IR_WSF -�0' 0'-0 .- fT T — 5/5+00 T N.
REMOVE 10' 2GIB-WSF = r
• OF 18" LO RCP ���,
\\\�� 95 NBL 37 BST
PLUG & FIL •
L\\
U �".LFLOWAB-LE \
—
FILL \\
\r FE
1 1
Z C----------- PPROX 8" WW W/I W _ — C �C �I$"�IZN t5t X • • I : 1:------C--------------------------f � APPRO 48" WW �fSIEW—�VOO6S -- — --C W
p 4 R -
WOODS V�
2/W X )< )< �C )C - )C 'C X X -, .i__ , - .__ .. .. =Er-J:Z/j`�L'F.ilawlyi'�'�1If.7.i" . . . . . - X I X. n X X
X >< >< >< X
-, E .,. .,. Z
2 - - - -
8'GR _ -- 8'GR SEE DETAIL 8'GR
- - +30.00 - --
il
EX.R/W 15.00' SrS +30.00
EX.RiW X X 47 WW W/ISBW
n — —r— — — —r—
-
oPQo 115.00'
0 . . . . • WOODS
2 •
`��� WOODS WOODSCD
Q
2
I
C t�I
_C
Q
co
6'
LO
/
(V
C
O
O
N
(ID
m w
Ln
( O Lo
01 6-1 ,9
C
y Mtf1 7,
3
U N
L
O
—61
C
a)
E
C
0
L
ti
C
W
up
-
\ MC cc
LLJ
0_
RKK
P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
No 0 NC License No.F-0112
(NJ-0 L FOR -LLT_SEC2- PROFILE SEE SHTS. 123 THRU 124 Engineers Construction Managers Planners Scientists
D,(n FOR -LRT SEC2- PROFILE SEE SHTS. 123 THRU 124 g I g
00, www.rkk.com
._ FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 Responsive People I Creative Solutions
o0ECL_

Submitted 9/2/2020
0-
PROJECT REFERENCE NO. SHEET NO.
I-5986A 42
co
R'W SHEET NO.
50 25 0 50 100 ///' DENOTES WETLAND HYDRAULIC
IN ROADNGIN DERSIGN ENGINEERS
GLI
DENOTES MECHANIZED
SCALE .th_14_ *` . * CLEARING
\ PPI
ti,
�� o it `b
r,"
M P0 DOCUMENT NOT CONSIDERED FINAL
I UNLESS ALL SIGNATURES COMPLETED
z
PERMIT DRAWING
SHEET 83 OF 163
SITE 31
_ m
8
N._. . .. .•
.• .
. • -7-"gri
N, , ± ' ± k
. .
,,,,, .E. -,.... .. •
d . %)
v \
, \
WAM I 00 0 S
Q10_23.4 cfs T,OE PROT CT WOOD �� M
�V10-1.97 ft/s ,n =SE DETL �C I WOODS
41.
W C o R \ PROP.W ,. FENC aa9 f '� R
W A LAT. BASE DI O O 'T. BA:- r ITCH ' O O W
SE : ► IL C C SP. CUT BASE DITCH W
_ SEE DETAILDE� C REMOVE EXISTING FOIL I _ 1 F ___ • --- - _ _ SEE DETAIL N
:�* ___I ��� ��7�� APPROX q �/ W . . __. ,. Agoy- ���s- _-iaV� �—_--� _ _ EXI TIN R/W --- ------TTJJ '
-- --- — ------ ----- UJ
—
�: —tea"— ie�� X - • � �� �.11- / S G - z
,0 ma -��__��ir+_�� � ���11�E - r,/a�.:/IJ%I�6III ' �00DS W��-���11��wI Will __ 169.0 /G: _�a• �f.� ► -�►..i t •-• i: a� • " �---rim__ i__.s
�� ,6e.e �� ` ' 166.0 ►���, 1%%ICl/ILI///i1/i11I/I%,%% 1�II%j� �� �.�. ,i.�.i�.+t .= _Z�►ws.�.�.��� — ——_ -- s �^
W IIR1 v F
\ '. W
�—O'691 �e9f O'BSI
O O'091
O'99l 0'291 p
NIBCl LLI
O _ 9f
• ea
0 —1-5„-REP —_ - - 1-95 SB� 37'BST — 0
1 REMOVE DI
w ;aw a 0
OI ON -.- : :,u� �_ _ _ - — 18" RCP-IV _ 2GIB-WSF 18" RCP-IV 0
in 505+00 --- ----L---�z---s_ —S T 5/0+00., GIR_WSF T - 40*50' 03.2" ET Z T_ T ---- ---I----Z-----5-- - No
REMOVE 10' - IB S - r
•
- OF 18" RCP \\�,
\\\fin• 95 NBL 37 BST 11.0
•
PLUG & FILL\ Q
W/FLOWABL
\\ 160
1 -
J 1` CO
162.0
I - esl 1
021
W . . . . _-- b9l -- -. - _ - _ -- _ - - _-_ ' - --_-•. .1a. ...
,lirip
•
Z C PPROX 8" W W/I - T a " T C ,-C �$" � -J1E �lN_EXISTIN FE E WOODS —_ m WOODS PR�_s ,.,, W. .. f�fSB1N-yV60T)S
—X X �" - x i C W
\H_/ E
X. x
8'GR �'�8'GR ' SEE 6ETA1 C IT -------8'GR1.
_ — + 3_ 0i01 166.0 11
O'z9i
U Rrw Or +30.00 —X X 4 WW W/ISBW — —T— — — —T-
115.00' EX.:.• xx
Q .O wr 9hj
T m WDS �,0 WOOD73 0S '� WOODS ``a Q
•akit .. .
(A
0 Jo 2\ . ; . ..
---3
c9
CO
Cr
Li
i
(V
C
O
O
N
U1
m w
/ in
O
,9
C
,y M V
3 f1 N
U to
L
O
-61
C
Q)
E
C
0
L
ti
C
w
cn
1—
cc
w
0_
RKK
0 P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
o ro Raleigh,North Carolina 27615-3960
No L I NC License No.F-0112
N FOR —LLT_SEC2— PROFILE SEE SHTS. 123 THRU 124 En ineers Construction managers Planners Scientists
FOR —LRT SEC2— PROFILE SEE SHTS. 123 THRU 124 g I g
o= www.rkk.com
cOLCW FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 Responsive People I Creative Solutions
�m�

Submitted 9/2/2020
0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
I -5986A S2 X -81
1 0 1 0 130 130 110 100 90 80 70 60 50 40 30 20 1p 0 10 20 30 40 50 60 710 0 90 100 110 120 130 1Z0 150
PERMIT DRAWING
SITE 31
/80 - T SHEET84OFT63 /80
/70 — ,_ 0.025 n� 0r020J\ 0.020 0.0� 0.025 ___-- /70
3�-- 6 _ ______________- r ,- --------_______------ 4� _____________________ _ _
/66.64
164.00 ---
/60 163.88 160
510 + 00 . 00 G '
WETLAND
l8� /80
/70 0.025 0.020 0.020 0.020 0.020 0.025
166,95
160 _ 164.38 /60
509 + 50 . 0
/80 WETLAND J 180
/70 6:1 0.025 0.020 0.020 i i 0.020 0.020 0.0 5I /70
167
165.9389
/64.86
160 /60
509 + 00 . 00
-o
c WETLAND
W
(7 180 /80
X
/70 I 0.025 0.0 0 0.020 iA_________ 0.020 0.020 _ 0.0 5 , 4 /70
6CLL 3/ . _
168.59
co
/50 508 + 50 . 00 '65.33 160
71
0
/80 _ _IRO
C
N
E
C
O
L
0.025 0.020 0.020 1 _ 0.020 0.020 _ 0_025L_
w /70 __ -----------------------------I---- i _ _ — ------------------------- — 4.� l70
_ __
_ ___
_ ____ ___
— 3 a� RI !
166.20 ----------- 169.10
w P: [phone]
165.78 8601 Six Forks Road, Forum 1,Suite 700
/60 508 + 00 . 00 Raleigh, North Carolina 27615-3960
o NC License No. F-0112
c\Jo Engineers I Construction Managers I Planners I Scientists
off_ I www.rkk.com
c\J
00U-U
150 1�0 130 130 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 0 80 90 1�)0 1 0 Responsive People Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
o-
/-5986A 43
co l R'W SHEET NO.
DENOTES MECHANIZED ROADWAY DESIGN HYDRAULICS
50 25 50 100 GLI
* .' . . . CLEARING ENGINEER ENGINEER
' " / A DENOTES FILL IN
SCALE // WETLAND flP
o"`
ti
��P
APO
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 85 OF 163
SITE 32
\ .
. •
\ . . • .• .
. .
. . •
. 0
, ±
, I6 ± - . . . ± . . .
. •
± ± ± ±
\ ± •
± •. _
,,,:,
SP. LAT. BASE DITCH Q 0=49.1 cfs \ �icC3 ` 3 `� I
LAT. BASE DITCH WAN j
SEE DETAIL AF V�0=1.83 ft/s \ . .. ± ' SP. LAT BASE DITCH
SEE DETAIL R I
N - 0 PROP,WOVEN WIRE FENCE \ „ ( I SEE DETAIL C
� - o o o o \ o o� o\ a) . . 1 �I o
~ _ �J REMOVE EXISTING FENCE / �, T E PROTECTI01�4 _ •• WOODS
wows �� APPROX 48" WW W/IS
W WOODS SEE DETAIL H ± �� IIIIIIIIh * * * �k�k C
C � EXISTING r. / _ _
• ——— -` X X - — = - ----A UJ
X X * x X / X /X i \/�/
--- ELECTRICUJ
F -- F F
NI_ N I
W
• �1MER'\ v. COBOTRO
CO
W /0'BST _ _ PC)q- - ----z---s----L---s----L---s----- W
CO
UJ
CO
p - - 1-95 SBL 37'BST -_ - - I
0 - - REMOVE DI - � ' RCP III 2GIA-WSI�- — I REMOVE DI 0
0 18" RCP-IV -T 2GIA-WSF 24" RCP IV 24" RCP IIIp
0 — — — - — _ — — _ — _ - - __ — — ___ _ _ _ _
CONC PAVED DIT g 24" RCP III ■
+ REMOVE DI 520 00- V L ° N 40 50' 03.2 E 525+00_ —_ --_ _ -- -1 T�--_L_ _ MTL _ �,_—. __
ti �, — 2GIB-WSF ,, -- — _530+00 p
III REMOVE 10' _REMOVE18"
OF 18" RCP II PLUG & FILL � � I OF 18" RCP lIrn 0
- IL —Of�8-RCPII W/FLQWABLE II = _
III /-95�VBL 37'BST-- II-FILL I
iix
Ih 05
_
• --A________),i PLUG & FILL _ I , -- PLUG & FILL-
/ftOWAAKE -- ABLE BLC�L
mi,Q II 10 BST Iro
,— l ILL III
■
jii._. I.Lim_ _m _ Lc(
Hillrilli. I I
(/) CAT-1 CAMERA
I
"" .■ 1 1%w� %/1 aiiiiiiiiii iii i i .,�y ice` yl ll / ' =711 a MIWM. 7..wl.w...w.IM... NwNa - 0_ �_ .�. .. �.,. �V J4 -. ti -.2 _
> __—---�- — t.����r:11ww �� MOMAIWly •�'�t'�' yX i yy 1Mil i i l�lifwal�1 w�lwnO , ww�olrwtiawrel9 rwOIMedY�virka rnea ftilrtr"P�-. ..Yr, - i wi.41.0. i�fi.0111�1H bww 11 1040!MINIU1�yT�w PAIIrwwONINMP i - - -__
--- 11 cog&-------- ' -- ' _--------- > -------- Iii �..ssaal .: INIIM NIM tiff 7 � li�, infill lili M l: '>fw.i�ij.�_._G .�Zrarai - . 7- ...-I II %i1.3/V1 ' � -- 0,1 ,
1 ----------- ----------- C II'w�,i"�l.-nl. U ae� :r111i111� M/wr111111'w . " -'- - . . �� � ':!. y -- -- � - - - - - A ,,,,.�,. �-
�C� 48° w wiisBw �'�' _ ,�i_„wy � is:» .,;•_ �, � � 1
C x x -x x . . x. . x. . = — _ _ — _ — _ J..-
_ . . - — - -- - -` _ ._ _ s. _
PPROX 48" WW WAS: � . . . s � >e � s .._ . . . _ ^ : 7. -i- �" P
W \_I. / EXISTING R/W _ --- -- RETAIN---Xtd-F-1NG--F NCE Q�� 8'GR - -t\��s -------------------------------------------------------
— —TF — — —T— — — —T— — —r—T— — — TOE
SEE DEETAILTAM fin' - -T TAIN, CLEANOUT \° E'' --' " ___-_— - - W
Z
J SP. CUT DITCH 8 TON_CL B RIP RAP . . __
�ETZd LrtJ _ - - - - - - - - - -T- - ��we� .. T-BOT
-T- -91M� T I i
. . � � C /FIL TRANSITION
• • J
V _ I\ `/ WOODS ± `i / WOODS +65.00 +10.00 • r �
m WOODS \ / EX.RW EX.RAW `t. V
., �� / • 150.00 150.00' ('
\ �
lir .* ± /
� � � WA 0.- ± ± , . • • , <IC
m " • 2
I /
± ± ± ± k ±
I
Q '
c9
Lc-)
N
O
U
N
up
01
C
3
ro
L
O
/
r�
7)
E
N
E
E
0
L
E
Li
cn
1-
cc
W
RICK
0_
P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
ciD• 1 Raleigh,North Carolina 27615-3960
o FOR -LLT_SEC2- PROFILE SEE SHTS. 124 THRU 125 NC License No.F-0112
�� FOR -LRT SEC2- PROFILE SEE SHTS. 124 THRU 125 Engineers Construction Managers Planners Scientists
ooT a� - www.rkk.com
cv . FOR DITCH DETAILS SEE SHTS. 2 D-3 THRU 2 D-4
00IzLL Responsive People I Creative Solutions

Submitted 9/2/2020
o- PROJECT REFERENCE NO. SHEET NO.
0-
1-5986A 43
co
l R'W SHEET NO.
50 25 0 50 100 ** ** * * DENOTES MECHANIZED ' ROADWAY DESIGN HYDRAULICS
G I
iiiIIIIIIMM\-LmdiiiiiENGINEER ENGINEER
- AA
SCALE // j DENOTES
WETLANDL IN 7i, 1
,yo
APO
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 86 OF 163
____,. SITE 32
T 05 a erl ,.•o.,_
/SQ0/ \
0 srl u.
. .
e� m m
\\ 0 1 14g
a
1 • 4B.'
e '� LAT. BASE DIT i Hal m`� SP. LAT. B DIT Q 00=49.1 fss \ -WA N ± .� " II
' SEE DETAIL F - \ • + •• `� ,�, .� 0s°`
SEE DETAIL R m�` a ��
N PROP,WOVEN WIRE ENE , \ `� 0 I SP. LAT BAS DITCH
.1i �_ ± ± SEE AIL C
O O O ��/ `r C \ 0qD Off_ O �� * I O 41.
�' _ REMOVE E ISTING FENCE '� / �, TTsE PROTECTIO4 WOODS
W wows S—�.���Lw���-----��_ EXISTING r.,„ _ WOODS - _ - �` SEE DETAIL H �A'`' _ — _ * * X X�(yC �� <
��___ 's��—' w�:c��C=i�Z: _ _ (f— �' C APPROX 48" W WAS LU
s �i�lr_7fri�9l:�li��l�G�_ ��^�A�ii�_.���—=�r� - * -PPW y / X X X X W
---..-s-�---s � 7 �. .����.r� '� . _- �.m�������. . E L E C T R I C
•
F LU
rr,N .rrre_^_rrr_'rrrr�!rr2r/7%JM,l /liA/lNjr — �4s.0 i
Cl) F ///�I'7///ri711/./liii/r/'///./IiiiMli///i/r/.�///i//rrrrli/G/%! it//%Ir/AI/////,/lr►,///t/I/ L/ //N/Ir1r
PPAPArAlumouriel
�.• �P TRAFFIC CO
WvTT_� {�/^�
LU
W _ 0r$111U---- (MENU .y Ij r[� 9 BOX P•9b1
LE
I' _ �----z---_T----� s----L---s----
UJ
— — I I— CO
-
0 __J=95 i 37'BST _ _ _ I
0 _ REMOVE DI _ _ _ 2GIA_WS - I REMOVE DI 0
- �5
.�...ak —150 24" RCP-III MTI CONC PAVED DIT - O
18" RCP IV T 24" RCP-IV _
I
+ —4----L I -- -- — —�— --�— 520+00 r _0•�r L-- N 40° 5fl` " / ,— J----L---- 25+00—�--- �°'"'L — 0•srl MTL ��— --�— _ _ O
N. I� — _ — +
int
III REMOVE 10' OF ' RCP II PLUG & FILL �� I II-
I� —AF�8=RCP /-95—VBL 37'BSAFL(�WABLE = _ 0
OF18" R P
Lo
II FILL Ih _ M
PLU FILL f'� _ � -- PLUG & FILr��L� LO
Q —� 150 �•■ II
F I I 152.0 L •
� 156.0 e•zsl Mir — _-148.0 — —
J II Q
CO \ -' - 1 1 1 1 1 1 1 MEE A wz.0
es ".' �
w!�rw� wn�■w�ww..
--..,.. --�-.. lid ti - !
Y■' _�- mot- -
4 . . . . . . �r �� � l�y�lr%ill�rw/lnN■■w �.�y11L.J�yL---ll�__!1w■—...._ _.. -- —
17111r �� ..-__/'1����111/11�/7�-_ . . ,,, ,. ._._,_ �YI'i.N�-i1 �i,Iflii■■N......r..0 .■ a_s�■■.�y ..� ._�. - '_�_ �-�,_-�-_-.._�_ _�__ _�_ lir^- - --
--- _ .►,y■ir�r■N///■ � 1�1�ly�ly�1/•�� �l�yl�./■■�q■w.:. 1i yiM11111wiiili7r1n� ...__���Il�tlyil(1T11:11rr .'wn�� ........, r11y1i�U■ ■ i��� i�ry�n��ilirr>rti�ii���` ���` y :����>tyyy i/ �"-�
. > °s' > > — •'Doha 7/i b iatil ��t111r:TIl::A[a!i.t/tois��iwirrlll�r��w■■.:m:wwi rg�g''`0■4■�1�..T'.: ���T�� ll�llb111 OMPU��Tlbbbbll�ilt4� erMi.,. �e : :074 isa.rr■r■:.:-;;;-==,— ==== , �: x 7:� = ,f'-
-------- �ti�.ti�.�w :rye? 1_d 111.ti►,r10: i1: � A MILia! ti1�YYYiw�iriti7i�i�Ti11i1/1WH l�y�O���iiiyyiyyyy -I�I '3r, �rtil gi n' y a �i 7
--�'e'V - ----- mom` - -
---------- -- - ---- - C / ------- F l s W/ISBW -- _ � � •i��+i►�` �2 PPROX 48" WW W/IS: asIlL -•-• - - . �_ _t-- _._._ � ._ � - �`_ - - "r J
48 W.W . . .� .i.
•
•
•
•
W /`fir „i_ 'T t _ � �41r I• / R/ - - - \\\ _________________________________.
- - � �A�N- E I� �AIO -BEN � Q ct 8 GR ■ �/
yt\�
-- `� \ - �■
Z � -=ors, - - -- _ - - - - - - - - TOE PROTECTION cr o - T / -6\ 1 •9r‘ - r- - . LU
—TF — — —T— — —r — —T— — �J SEEDETAIL AM �� 1� ' , CLEANOUT __ Elpias �. _-------
Z
J SP. CUT DITCH 8 TON CL B RIP RAP `4 dam--4m11 �-��
C I '','r -DETAIL-AIL - -r- - _ - - _ - .T .jakameavter -!* - -T- - �-� . -BOTH PIPES
7 �.. C /FI TRANSI + ,
•
J
a
V
WOOS /S \ 1 , ± ± ± WOODS ± / WOOD • EX6o +lo.00 r ♦_♦
o ,.BJ \ ,I, ± / m 150.00' 150.0' % ,CD ;' V
col
71- a az� 1 , WAO, a
1 ± ,1,04b ± i • .4 ,
•71- AL ± ,s. i .• , ,/
-o /iiployiv .
C9
/
1 /' /'
(V
C •
0 ,'
0
N •
,
CD
u)
Ol
C
3
ro
L
O
/
C
0
F 0/
C
0
L
E
W
cn
1-
X
cc
W
RICK
,_
(r) P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
cv
o FOR -LLT SEC2- PROFILE SEE SHTS. 124 THRU 125 NC License No.F 0112
c\J�� FOR -LRT SEC2- PROFILE SEE SHTS. 124 THRU 125 Engineers Construction Managers Planners Scientists
ooT a� - www.rkk.com
cv . FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 Responsive People I Creative Solutions

Submitted 9/2/2020
° 0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
I -5986A S2 X -86
t 1 !.0 130 120 1 0 100 90 80 0 60 50 40 30 2I0 10 0 10 20 30 0 0 60 7�0 0 90 100 110 120 130 140 150
up
SIT' 32
PERMIT DRAWING
/60 - - SHEET 87 OF 163 /60
V'(ETLAND
_ 0.020 01020 0.025
__ _____ 0.02 5 0.020 0.020
/50
150.80
/40 524 + 00 . 0 GLI $► /40
•• \AETLAND — /60
0.020 .020 0.05
_______ ________ 1 ______31----- '51.°/
I0 025 0.00 0 020 I 0_ _
_________
1.50
- -------------
/5/.23
523 + 50 . 00
/6n WETLAND /6n
_ I 0.025I
I 0.020 0.020
--'-----_______ 0.020 0.020 0.025
_A
______
i
523 + 00 . 00
/60 /6n
0.025 0.020 0.020 IA 1
0.020 0.020 0.025
--------- 149e75 -----------------------' /52.05 - --------- ----------- -----____________ ________ ____
71
N
c,D
Lu
522 + 50 . 00
1
_1
1
_1
_o
3 /6n /60
s_
0.025 0.020 0.020 I 0.020 0.020 0.025
KE
150.02 152.8/ J- --- --------------- 1_
Lc
/50./5
/
Li
522 + 00 . 00
j
_140I /40
N
0 0.025 0.020 0.020 IA I 0.020 0 020 0.0 5
6°� _ r
150.30 - ------
/50.74
,,
521 + 50 . 00
-- RK
up
w P: [phone]
8601 Six Forks Road, Forum 1,Suite 700
cc
/4n Raleigh, North Carolina 27615-3960
c). 1
NC License No. F-0112
oo
Engineers I Construction Managers I Planners I Scientists
oc\Jffc\J_ I „cowww.rkk.com
150 1�0 130 120 110 100 90 80 70 60 50 40 3� 20 10 0 1 20 30 0 50 60 0 80 90 ) 110 Responsive People Creative Solutions

Submitted 9/2/2020
V v v / / v -� PROJECT REFERENCE NO. SHEET NO.
25 0 25 50 I /m ce I 1-5986A 44
v
DENOTES TEMPORARY / (R ),
v V R'W SHEET NO.
iiin_' ////// FILL IN WETLAND �/ / S /
ROADWAY DESIGN HYDRAULICS
SCALE FOR INSET / , W
�/ / I ENGINEER ENGINEER
G I DENOTES IMPACTS IN V A �,
L_ , v� i:�/�� SURFACE WATER �� i�� .�. , �,
W - m . —', SP. LAT g1g° ' \5O25 0 50 100 4d0/:�� ��=itlitiMPACTSSURFACE WATER / �� r , �-2 SEE
8 TON C L 6 RIP RAP � ,:��� � !� iMISpp hp
�PSCALE , 011 (41: t
21 SY GEOTEXT I LE �� �•0,-.1 -1, tad. �:-irr�..
- AL* , _ h ,i� �� ��: ► �
X X
---- --__-- --- �t "Pr "�---
;dr�� - l8" WW W /IS3W ---
F *„. I„��r ,\\`\`\ ----- DOCUMENT NOT CONSIDERED FINAL
�� �4 4��, ; UNLESS ALL SIGNATURES COMPLETED
�`co ' - FES PERMIT DRAWING
�S T T T _ Z
0, SHE ET 88 OF 163
__Ir 1 1 I
�O W
.
1, -i-
INSET A / ' ', SITE 33
Q10=13.9 cfs / WAP
_
V10=1.63 ft/s / S . LAT BASE DITCH
0 SEE DET IL C le I WAQ
0 '. • , SG-3
r -
*_ /
0 0 SP. LAT BASE DITCH 0 / m m
SEE DETAIL C E�- �-'� �/ ;� /, /S f--
WOODS s/ e O �J 0 . PROP.WOVEN WIRE FENCE �-.` , ,r x�yy,SP. LAT BASE DITCH
7 5
/ FOODS - 0000'I ''' "••• SEE DETAIL C
oo a 4r...•If ifiiilynk W
REMOVE EXISTING FENCEArAirrWilrAllr
������� TON CL B RIP RAP - r �i >, �rrr•iiiiT' MI
:�Irri.,�i�ilrii>ry
- _,. ArAgrArArgrairAVAL... ..... -rw� 21 SY GEOTEXTIL ���� ti,� I „•,••.ter
3 W - .. -�% �� �� / \ iil0iilrr le
��� �� �� �' -_ � aS \tea.-. S. _ .� u't�b1 T. LL: •
'
f �C _ pJ �; Lam,_,-.
%rrri i►I 48" WW W/ISBW
71?l.l r /I
W ��e�� s�i�+�� �„�� ��`i .i�.i�.`�4�R� .i._.i�.+ . _��-.- +7,� me µ... F . . . . . . . . . "Oil w/Is __ F 0 i ----_- -- -
- F �m
CO h �'�r FES -
W
LLI ._ -_--. 10'BST
LLI --L---�--�----L MTL T ---�— —X— T — T T11
L.
/ / rn— SEE INSET A 0
/-95 SBL 37'BST / /
O
0 2GIA-WSF
c / / REMOVE 10'
�5" RCP111 - 2GIA-WSF `� )�" RCP-III ]8" RCP 0
O 24" RCP-III 15" RCP-III 4" RCP-III 3'BST rN PAVED n 30" RCP-III 2GIA-WSF / // DI ill CONC r,
0 = = =
0 -Z--- ----L---�- = Jew1--5 I 6611----L---1 T N-T 40° /-03 "f-L-- ----T_ I- __T_ L ----_I -I_---Z-7GTECIWS-F----L-- 'i 1,0r L T-REMfQV -}Y T
REMOVE DIII 2GIB-WSF 2GIB-WSF U
2GIB-WSF Ih / / ooc-..
0 24" RCP-III 1-95 NBL 37'BST REMOVE 10' liim / / u^ ■
M OF 18" RCP i-o / / Co 0
in II PLUG & FILL / / x
/O'BST I /FLOWA$L� __-r--- r MTL / MTI CO
_ FILL
IIIII- - - - I
4GI
- �ti ELECTRIC �/ SG—2 .11
tii - . . - .�. ,AL.,..a. - _��S_--^^ - - eX .- - - 4'..,'
. _ ...,....... . ---== ---- _^�--- ► RCP III 4GI
,...-- - -- CiihINCIPAH:igtAt-f-k01::::::11,110i,it:PI:::0--r:--16°I',•'
__
' 'r ;%%%%•747 lWw 700109 0 r1,11,1rir 1190 M: 1i �iiilfiTlfli �i - 1i110••i••41110 r761iyWWt t�rii li1ili�111•0 001•1.01:4�%tiliil�l511 �1ii➢i�% 11iwi➢tia r•011 � %�% s:...-..__- ---- ....•nr r[ 30" RC P I _
• •�•r ■ _ - 7�2_,_ i v % i v`�1'�h �1' :Ca�°Ji i J, .�i '19�tir �J11r/r_�I �ti1[ � y ��� ryr/y� ryr11%%r%%%%%%%rrr���••�wrw■�w�•w�w..w, ,• tir:�f� f !%1!, -_ <
,� fir„ �„ a ��
' �ellel.w rt _ i i i 1�1� JIiIr� rr�i iA_r1 it%�i _ iir■■tir .:r% ....... r__:: rrirrr F� � . .__ _:_ __ � ,. �■ � ►,��,,..� ,,.. .__ti,_ ���_„_..,.vL..y�.,.L�-..,:r-.,'�til� �/rMr�l � tii XI���� 'i�:'�1����1�E�31�':�'.;f��'Y.;!; ��J���11��11111111y111f1f������1�/��'w'%�1;�1 / yyyyll%% ■r Wrr"" -- -�.a.� - +w. ay�a.�T�iiP� 'Y �ii:1 111�iL N,� �ll�l9!LUYiyyrlL�rrltrI1�1�1�ruP�r.P.r IfwfPr " ,.,:G.$: : :Yii�ie.___„%//.h%%%���r�7�111f � �� C C�.�._b►. -i-- ._._._ �`_ _ _3`_...._ L __.�l _.�_ :2 - ►�c.�v.rs_.aa,�.Pittl . g141 '--'.-x / X�5+00In n n n F EXIS jpL_--- I F _ • A----------- - - IlErit60 GORDON WILLIAMS RD 19.5'BSTWI 14.5'GR TOE PROTECTION ,off F \ /0SIr- - - -r- - SEE DETAIL AM -r- F / FCON HW /!'-/ :1�: •• \\ 7 ✓ TZ — - - — _ re- _ MTL • M• iRETAIN E,V cTINC FENCE - __ _ ri_ =- - - ,.��.�; .- C.�
r M Ilrl\mr%rrr+Y 'I �r r�m`w�L ''-JGrrti''/ti�1r1r1111:..e,'����1f1f'�: P- TL/ 4 PLUGgglliir'I111ii1111qI%�/il r!fi�111f' •••w�% 24 �L• ; �iz� � llti �j�%E%y�r:•� i1i1�i1�il�iliii !. FP D E Fes' P D EI i:ii n _'•��iiill/ii11 Ii11> .r1:,Y?!11111i� /
.._., ,
c A Atiritaur
r \ 'ILL SG-1 yiliiitiliii%�\'�%Ilir•y .a■..... = ----' QEn 0 �� �111�ri1 iiiiw,:.y- I'1�ytitirrl�l��r\ V '''',i- < Lit.G_2
wt� AI 10.�l�i�l� ELECTRIC �,4. i— i G I eig ..)_3- . \ • / j -O Irii„ iii„i i>t1r� METE
i�riiiiiiiiv -'
Q
• •F / rn 11,r�r• �,. Q
N C H W 3 O" RCP—I I ' Iirriiisi:'
�p� �' i POND I'�ii1' .. ti�1�yi1� �-
m .. i- !/A�� �irlrily"."111lr ,y„"1 PvE ! t \ t,tr 1111111rr%%rr '-
° PUE P KPUE -ciDc°
tlfls '�, ,fi��
P E STANDARD
re�� BASE DITCH
// /�/ / F ti tr; SEE DETAIL AJ
co co � A / ;.>'
---- -=�C �/ SR I PUE PUE I'UC WE PUE —,
Li 1
UpVE SEE INSET B
SITE 3
N //� /�// �,.. TDE / TDE SITE TDE TDE PUE
/`;o//Co/ ; ,
c // /
o / // / .. ;
/ / /
G.1
. Et_l .
1
n P. � ��. l��l ��1_,atii 4tiiti� ln.�. / /
®_ 4.�� � ~ i � kk
•
� , / I/►/////r/ � � ��� � �� 1- � ��/�1 <v
'VI'4I tit �ti/// ///f///ail $ � � �io i 1/ titi 1~ //
0-1 t p i i 1 ► ►~rlYtilii� ! ;
<v�.. �.i�i �rI a i a � . �NSET B a, , , �
/ : I i 1'N 1
—\ ' , ; :
•,<,
±, A ,a,•,,, em00001,er
a) Alb°Afeilitilllillifr
E l/
E L ). 1°10 \ ii castplijimillor A(I il /
. 0 1 it At ytir A A 0 0 40,01(or 4t41 „
Li, o. mil 4g ill/Pf' / , 2
cn Aur %fig/gi )
ol_ �'
RP: AC
`r ���[r�li��' .✓ PU / 1FOR -LLT SEC2- PROFILE SEE SHTS. 125 THRU 126
[phone]
o Y.. - , - 8601 Six Forks Road,Forum 1,Suite 700
EL\, FOR -LRT_SEC2- PROFILE SEE SHTS. 125 THRU 126 Raleigh,North Carolina 27615-3960
o �� FOR -SR5C- PROFILE SEE SHT. 184c\i NC License No.F 0112
�� '''* i J�` FOR -SR5C DET- PROFILE SEE SHT. 2 B-8 Engineers I Construction Managers I Planners I Scientists
c\J a) �/ 1� \ - www.rkk.com
00 W �' FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 —ResponsivePeopleICreativeSolutions
PI I

Submitted 9/2/2020
cr �� "�^�O• V 1/" V V / / \j PROJECT/ RE5 86A NO. SHEET NO.
25 0 25 50 )
)I �m �� \. I44
\
_ ____,,
7
orkt
� � DENOTES TEMPORARY � / R � / R/W/ SHEET NO.
iitill
/ FILL IN WETLAND Y \� / S / \.�
l ROADWAY DESIGN HYDRAULICS
SCALE FOR :SET
ii][401==t50
�C \� ii,
/ d, ENGINEER ENGINEER
j DENOTES IMPACTS IN \�
i: , SURFACE WATER , \i\,_____ _______-; • ) . r._' • I ��
50 25 O lOO DENOTES TEMPORARY -- /' i ���W --
�� �- �P
i_t_t_t_l //i�� '/� IMPACTS IN SURFACE WATER / ~ � ' � ,'' SEE DETAI407 el,
...-"i: 4 I I 1".°
SCALE /
�� v ,'�im t t
- v GEOTEXTI LE n :4 m ��I Y� i , / la NN,
X X X ��� - ���...A..�sy;• - X
___—_______ � '� ���� �� q 8° WW W I S 3 W -- DOCUMENT NOT CONSIDERED FINAL
13F `• �1 1I�//� / ---- UNLESS ALL SIGNATURES COMPLETED
C 0 / .
A
T _ _ Z PERMIT DRAWING
. mT \___,______
EmliA_Ammi _. __I .
, ,
0VI— - W SHEET 89 OF 163
/ N
/ CO n
INSET A / ' , AL SITE 33
Q10=13.9 cfs / / \A/j\P _
V10=1.••3 ft/s /
LAT BASE DITCH r
- -
O'bbl /�, I SEE/DET/�IL C WAQ
o I (7— r.„
144,0
61 �, SG-3
r
/
>3 0 0 0 /\/-- i( /1-,-.
SP. LAT BASE DITCH i _ / �'�� I `m,i, 2
/
/ SEE DETAILC - 4g40 AI / * ■ m I ' � � ±
C " - • • ' . .
WOODS 1,50 - - ( ���� /� f/
M {Ko PROP.WOVEN WIRE FENCE A w�= � 'v'►.
.7 -�� /� OO r II,oe�l�! LEE B e n
♦ Ilz�f / :'• ,
/ - w00►. ������� �` �� e � .• `��v i$ � �y�uri777►, SEE DETAI r I W
`IrI 7/y�ly
RE ' 0 E EXISTING FENCE ApAmoThri011rOP:MrrAdrillirr. .� _01.7.� lid.. �� � .=j_� ''e.:,.'' WW • WOE • `�.�'—_�t� s= '1�iT�'�L' '�' � "I�I■TJi�� �� d �► • c'I'•�i17y�1�I ,/�fiiy1/%r�'. Few r�'� �� ��_ �:, i
IL
W ���� � � _ ���T� �� ���n�jt��.,�•�.i111_�� 7 a �_���1��-��� i'►'! �r� �4 8" W W B W \ — —13 ———— F�— v� ire �i�RO —— —
W . ��__�_ <7 --_ '_-_� _��� _ v-�r�.�s.� �� �- ��`1 \,� �.,� �11011 �•' -- a.e F �y �yy�' �\\---48�WW W/ISBW
F __ _ '�- s � -4_-�- .�. 7. 'fili-•->��r' 0
� , W- - 140 C0 % -
•0201 --� _ // -andT T — Till
ea ea
•
W /0'BST —L___ ---�- T � - -Z-= T T / in- CD
III 1vI�L T
U
SEE INSET A o
CO —wept /-95 SBL 37'BST / /
6 REMOVE 10' O
0 2GIA-WSF _ „ . _ GIA-WSF `� )5" RCP-III RCP _
. 24" RCP-III 15" RCP-III 146.0 — ' ' - BS CONC PAVED-1 IT r a� 30" RCP-III — — — ' - ; // - DI ill ('ONC 1-, +
p - - - �-iL� N
-Z 1 L L 1 L S L S L • - - T 5----T_ i T L ,I ,-T - n L-- __ T_ ---L--- --_T____a_---L---Z- -- � L • -T �r- ---1----�-
Q 3'BST S!�.pl "iG G 9 f �GTBsWSF---- --
+ 2GIB-WSF Ian
�_ REMOVE DI 2GIB-WSF 2GIB-. �11 m^
M 24" RCP-III 1-95 NBL 3T BST ✓ OF 8VERCPix _I-u � 9B / ICe a .
46.0 ` a
PLUG & FILL / / I - I-
W/fL$NFA 1 - 1 r z -z---z---r----1 - -A-r---T---z - —
■ 1,6.0� 10'DST FILL _---r---� MTL / / M T I
a 144 al
144.0- �\ a� 0
11 P P p- -r�w2.a d ._mho' ue CO
6� 14e • ' S G_ -2 -
.�1._ ��� 1e ELECTRIC 10 30.0_ i• ',
- :>_!' : --�b'_ . . dale .a. .�. .�._ .aL�.�.e.� ��,t��... •.>_-t-_ - J■ 'Sr' ._ S � _ --- "V—X - _ - -- ---- An -.. - - " • - _ 1
.mow "'—''' a c .-...........11ar....,. ac..--- v- J._ . - ,...ia,w.: - a �- -��.-=!_ dl/ CDNC HW 4
` '�--` � _,a�_,v �Il?d�11T1y _�ti y%% ----- 11 �w�ai. ji�i �.. i�%i�l - 1�7 �/1w% �w �iwriiiw'0■w...-`'.- -----_-^' ^^^^'-------- � --- ...Ally
■ vo -0- i 6�I' .■.e"VG1.�.T:i.....r �•••---- ."'i nr i31 gegg 1 aArt2ii61 Lii ledi Mier �9Wa -h L:4aall111y1ry yv^,451'r1�101rle1111 illlli1111111 ... - ►•'%sil /NIO'"°M yYtt _— ———--—- t—
.....�A�_- 1111_i111rri.�e arw.�_._____ _ _--_ _ _"_._.. , -----,�. '`^ ----- ..__ vv.-, ------ -. ,._ ...._._._. -- -_ .. ,,.., -- - -------------------.. 1111flflyy�����n� ,,, -,-----. ..... „„sr...,_-„ - -- r .t i.1,. if,.y�e.../l��,_
I. rwN ikakiIi / ��y A i /i ?�� iWiwi I it g0 111Aet a �.yam. r ■ ■ L��... i i .�rra■■.,.o.�. -- � --
Yrt11111- _ ■■ ���1s1� 7Nrfi Ilrwn.w.w'w _r1ri���_ll _/��1If11111y�Y?~f,�:�7�� �l�y1w1J . ... . yyiri! i1e yyti�__:_•'!�a __s-
__- �1�7W Yi�I� tir�_ �t�f�■ _�r�r_��. . ■a- _ _ innnnir � tini .a.�wir�-. r W
__ -- �`- -�- --. , •
- - - '� ,�_��.y -v'S:� �iLol`� `ay�ia�`.`w� ---, Vim,_ --_w,+.y -� __ - _ _ -- _ __ �'���'-__ .,i -_ - - �i "�LL�-, C
J —�J �+.i. - - �_, -�.�.��� -� ,�- �11r � �-;re.��11R��!<.� �s. - - X— ��7��
y►. !4L_ �� _3`_..-- � ,.-r.„ �;;A r V illl - �0 Nl /i/rUniiil a ■�� it i7yi�R� r■�� '"-.._y„' •
v � .•c41z_.aa�a. �.......r......1�iR►�SSRRi� ■■at,
1 - 146.0 F \ - - - _ -EXIST TI�NG BLJIL---- er'' F --- F
` ----------/� • l \ :60 GI-II, WILLIAMSIRD /9.5'BST
W Is.O R so N ° '.��llrli�l -F------
149 -�
--------------------- TOE PROTECTION F - u c'0/(/ - • ` �"_�
- - -- - R MO Jam- �_
Z — - -T- - _ —T— SEE DETAIL AM _ F
ir, at
RETAIN EXIST/NC FENCE \\ I F - - - :. . \
,�i_ ��ic�� �Ire.._ _
E ( ..� yea . , IWO
�, / . r. � : r..�a'Ple��d_ `,.q�,l�•Iy1l1lY.I�;�i�'i�li'�.��1�1�i1�i' ���Tlw 24' �r -�L Ex�a
/ . ., , � \ f �,'rSlyy. I�I'IrI��li�.�� yli � !� FP D Fes' P D E
z ♦i� '� / 317L� —�/ Ai S G_i y`l,�\j,lyyl ey ,.rr....:Y= _-
Ua F .-.y11111111��11i1➢�
1 ti 4.1.T1u��ti„ ,„„yy�:ii �yy
71- I'l A GL 41
< s G.2
r . ,Iti���r;_ illie
ELECTRIC
011
, i i \ �' \ / m f,fi
tiitwi �ii111i��� Ii1y11tiul���. MET E
iltiaI.i� I%/�r:��l�I��y Q
N C H W•71-
1 — �► p F Al� m POND 1i '11 �'� q'ti�i S
m wit �nti�Atititi���P:m moos P I I 0 e./ 1 �tiliti//inr 1- ��G
jfc
--....... ���rili ���iiria�/-0 Otaliallatra"WardIrtiltrelli _/_� -- - p PVE,> i� ' �-k l ,i�,�,�: ��� e Co_ci Q
tDi
r ~ ilijtU�Mg, - �'�'�'I_/_o�.•i� id i „ PU STANDARD PUE
- 1 ' �_�_�._�-� �������_ _ c Ili
_ 09£ BASE DITCH
—ebbl� / /, F
___-_ /co 1/( /// \ A / ;., e_ , 4 1:r; E J SEE DETAIL AJ
�E./Ji SR I( ; C P U E P U E , P U E P U E P U E
/.-// /
SEE INSET B
N //(, /�/c//' ''���� UPVE <% TDE TDE E TDE TDE PUE
/ SITE 3
c / // ;
O / // / `� ,
+ _ / .� �-
up 1110,:Ad Will Pl‘,11.r , .777":".7;'"4.1.71iPrifa 4 ilTat M 1 ..."'.. .....
1:121 \� i�� ItA. IA / , ! I ;Ln
- alpI / ,
0-1 lk Yi lelj>'*44OPPOOK4111.A.Ir IN Para 1 r
3 I N S ET B — �� a��l op. . ,, .iiarat r
0 til 41 On Iltrial . 100100,1 „
441 ItOr 1111111 or -4047,Atmor
/ , , ‘
, ,
, , •
(0 , , /7, i
,,•-40,,•„_..,..,, „,ii 0 , ...
±, , „
E .. 4 ,riP1
I/ ,
a .. $ lop I „' , i
►.• /// %� ram~4-0.11.-001AP '
Q
, \ It ,,mot 961.4... 4 ii. s
fait c 10.41-0e 4ig ,,,,,cr ,
",:tOrr
<<, /- „
,, ,
x �h���it 'A���� �. , )
�, 4, . ••1 ,0 Sy.e ,,, ,, , ;' RKK
`� ��� ��` �,► ���'� U FOR -ELT SEC2- PROFILE SEE SHTS. 125 THRU 126 P:[phone]
o 0 Vg.: - 8601 Six Forks Road,Forum 1,Suite 700
FOR -LRT_SEC2- PROFILE SEE SHTS. 125 THRU 126 Raleigh,North Carolina 27615-3960
N /
IS FOR -SR5C- PROFILE SEE SHT. 184 NC License No.F 0112
o� ; Engineers I Construction Managers I Planners I Scientists
o= ,* ' .r. FOR -SR5C PROFILE SEE SHT. 2B-8
�� \ www.rkk.com
oo0.
LJ_ -;_ FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4 Responsive People I Creative Solutions
PI I PI I P

Submitted 9/2/2020
.................................................................................................................. C�IIIIC............................................................................................................. PROJECT REFERENCE NO. SHEET NO.
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ —
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ l 5986A
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ROADWAY DESIGN HYDRAULICS
■..■■■■..■..■■■■■■.■..■■■■■■.■..■■■■■■.■..■■■■■■.■..■■■■■■.■.E..■EEE■■.E..■EEE■■.E..■EEE■■.E..■EEE■■.E..■EEE■■.E..■EEE■■.E..■EEE■■.E..■EEE■■.E..■EEE■■.E..■EEE■■..E■■EN=ME■■EN=ME■■EN=ME■■EN=ME■■EN=ME■■EEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ E INEER ENGINEER
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ NG
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■B■\■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I ,.N.`■L. .J' .�r im. Il. .m. 1■■■■■■■■" 1■r!�. 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I 1■■L■■/ I■J■' I■L■I I■LJ■■■■■■■■IMI 1■.■1 IEEEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 \■■■■r I■■■I I■■■1 ■r7■■■■■■■■■7E'.■■■,'_J■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■L. \■■■ I■■■I I■■I __ ■■■■■■■■■■L. 1■■L. -"■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\. 1■I I■■■r �■■■I I■LJ■■■■■■■■■■■I ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■I I■r E■■I I■■■I m■■r■■■■■■■■■■I a■■■I I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r .■• .nr� IR■r' �U■r- ... I■■■■■■■rW_M'•►A■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\m.r■■...r■i...i■......IEEE■■■■■m.i■■■md■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r---7■■■■■■■■■■■■■ow-4■I 1■■■r-7■■■■■■■■-- ■■■r-■■■ \■■■■■■■■■■■■■■r1■■■■^■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 i■■■■■■■■■■■■■■r 1■\, ■r.I1 I\ I■■I'. ■■■■■■■■r.—J■■r', I■V'.iai 1■■■■r-7■■■■■■I, I■■r.I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■' I■■■■■■■■■■■■■■■, 7■lI■r■I I■li■■r./ ■■■■■■■■"\■■■■'il I■I I■' I■■■■I ■■■■■■I'/ I■� I■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I I■■■■■■■■■■■■■■■\ `\■■■■' i■■■■I.II ■■■■■■■L� \■■r.I /I /I I■■■■I ■■■■■■�AI MI =—\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I I■■■■■■■■■■■■■■■■\ `.■■I I■■■I '—• ■■■■■■■■■\ 1I.II EUI ,■I ,■■r 1■■V.ar 1.1 /■1 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E........................................E■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■t--- ■r ■■■�L =■■■■■1■■► ■■■I I■■■'I■■I ■■■■■■■■■■I ■I II 1■I I■■.■■I ■■MEE 11 I■I I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I 1■■I I■■■■■■■■■■I `■■1 I■■► ■■■' I■■1 .I^E■■■'�■I'i■■■' 1■L 1I .I■■■■■I ■■■■■■■' I■I 1■F I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■r:r=r_\�■7r1C ■■r_\r:■r�■1r■r171\■nrCJ■■■■1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r" -- 1■■■■■■■■■■ice=-:I■■r-- ■L—J■C--J\..E■■L�'ii■■I i■■`�J■■■■■■LJ•■■■■■E—MME =i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■1Mil —I.'.I►VIII■ ■■■1 11 :I'1 �1AVIII1�1II1■-■■■■I■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1■■■■11■IiE1\!I;/111I■ ■■■I ,�I1II'V.,,I1AUTAEALwAEME■I■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MEEEE■■■■■■■E■■■■■■ ■■■■■■■■■■■II E■W■■■■■1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MEE■r��71I■IIIIJIi.V .i■I.V.OMEI�i�11.J■■ I 7■■■I■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IEEE■\11im, IIiCIiC■ lEEL7A■II■■■I■I IIiC■■ ' I■■■■I■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MEME JIJ■LIL'�L' ■AMMEN■�J■■■��JIJ■■■��_!A —M■■=
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MEEME■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■L........................................J■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r..................M■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EMEME■■■■■■■■■■■■■■■1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■■■MMEME■■■■■■■■■■■■■■■1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EME-7■■■■■■■■■■■■■■■1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1■■■INEr III■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1■■■IAI:�.IIL.JIUIIr.ilriil■1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EME_JII►`IIIIE111■IIi.�Ime111■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■J■IEiJE.I\=JL=UL L&��I1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MORIM■■MOEBEE■EEI:'A�I■■I■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MEE_AM■■■■■\■1I.1■E■■1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MEMME■■■■■■■■RAMEM■■1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MEMEM■■■■■■■■■■■■■■■I■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MEMEM■■■■■■■■■■■■■■■1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■M.■.........■......il■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
160 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■ 160
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Ina■r�ITi�rEErwr1■rf■nra/-■■■LI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■LHEMI CIII!UPI'1I'•JiiiC:�10VMMECIIG2■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■mlInmamm=Tm»CCCZ==S»>CC>:=■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■L'r1!■M�1XEMEALMEMEM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■CJL�17�IUMEMIICJ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
15 0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■.EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 15 0
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■..■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.a■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■iiZ\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■!/,;1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■OVIMEM■■■■■■■■■■■■■■■■■■■■■■■■■■■MEMEM■■■■■■■■■■■■■■■■■■■■■■■■■■r7■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■■r��l■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■111■■�'==_::::�_mM�E■■■■■■■■■■■ri:M■nMMEEM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EiMMENMEEM■■■■■■■■■■■■■■E■....■E■■■■■11MWEE■■■PFEE1'i�\\EEEi:�E•E■■■■■ll■rl■LJI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\a\■E,�J■■■■■■■■■■E!!_C=iMMIMM■■EEii�!\11■■■■■►SRrE■■■■■■■EWOCL^■■■■MEO:!.Er.e: ■MAIM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MEnEE.—. ■■■■■■!MC.mi■■■■RM=M i1iiEEMNREEEEMMEEE■I.E■■■■■■■■■■■■■■■``EEEEE■■■\\■LGUME E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■KAWiaM■rCi/■■■■■■■CMAIE■■■■■■■■■■■.►1■■■■■■■CIEEE■■■■■■■■■■■■■■MEEEE■■■MMECi.i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r\1■■I■■■■■■■■■WEEE■■■■■■■■■■■■■Ia■■■EI■■■■■■■■■■■■■■■■■■■EE■■■■■■■\■E EEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■rmwEEII■■■■■■■■■J■■■■■■■■■■■■■■■■■■■NoswE■■■■■■■■■■■■■■■■■■■■E\■■■■■■■Ermo■■■■■■■ EEzmnriim■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\�I■IE■■■■■■■■LENNE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■lil■■■■■■■wEmIII■■■■Gir■■■■■■■■■.�i\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►\■■II■■■■■■■■EI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■7■■■■■■■►E10: MEEEM■■■■■■■■■■■■[■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I-L/■■IE■■■■■■■■G■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■C\■■■■■■\\■► EEEW■■■■■■■■■■■■■■1�E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►`\E■I■■■■■■■■EI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■C■■■■■■■\■IEEERI■■■■■■■■■■■■■■■Iiil■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■immE■■■■■■■■r1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■V■■■■■■■\■■■/lE■■■■■NErnm�...JI■I�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■II/I■■■■■■■■RI■■■■■■■■■■■■■■■■■■■■■■■■■■■■•■.. i....■.■■■■■■■■■■■■■■■I■■CE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
14 0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■L'!! W� .........■.■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■Ica■■■■■■■r51■■■■■■■■■.■■......■■■>■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 14 0
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Ei■■■■■■■■■■■■■■■■■■■■■■■■■■.... r.....►i.■■■■.■■■■■■■■■■EEEME■Il■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ -..........■.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■n■■■IE■■■■■■■■■■■■■■■■■■■■■■HEEEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■L!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■7■■■■■■■■■■■■■■■■■■■■I■■■n■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■UEEEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■`r�J■■■■■■■■■■■■■■■■■■■■■I■■■I�1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■n■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■n■■■■■■■■■■■■■■■■■I■■■r■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■n■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IJ.■■■■■■■■■■■■■■■■I■■■■U■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■n■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■n■il■■■■■■■■■■■■■■■■I■■■■lr\rrrrNEEEEE■■Ct1VEra=z■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■H■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r1lrUl■■■■■■■■■■■■■■■■I■■■■II■\AJAahI■t=■■■■lb7L'■ OWAU■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■H■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r11711■■■■■■■■■■■■■■■■■I■■■■11E■EEEr■■■■■■■EEEE■IEMEEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■K■II■■■■■■■■■■■■■■■■■I■■■■LI■C—AMEEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1.1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IICI■■■■■■■■■■■■■■■■■I■■■■■EELE■■■■■■■■■■■■■■■■■■■■■■MEMMEM■I■Ili*UIE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IJ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■[._III■■■■■■■■■■■■■■■■■■I■■■■[■■■■■■■■■■■■■■1■JCC===M7aWSd���CWI.ifiriiI.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IJ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■II■II■■■■■■■■■■■■■■■■■■I■■■■EM2=2MPE�1��== '��oOI'IIEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■n■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■II■■■E■MOOMM\\UAUrrrT!IaIMMZRWIMMEEMM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■n■■■■■■■■■■■■■■■■■■■■■■■EEIIAAl1I■IPPWW11\\\IRMEEEMMEMS=MMMEIT.riQiEAadithMM EEMMEMMIMM■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EE■■■a�11� MPPTEEMMIMM=====ME MMaRROWN�1�I�r���lrl�lOMEM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r ■M■■■■■■■■■■.■.......■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Ct=='=====1, 141WWiEIMMEMMEMM■■■■■■■■■■■PWEE■■■■■■■■■■■■■■■■■■■■■■■■■■■.■..... .........i�..■■■■■■■■■■■■■■■■M■\`\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■am'�I1■■■■■■■■■■■E ......immEIM■.■■■■■■■■■■■■TNEW:1■rrEMME■■■■■■■■■■■■NEMM■■■■■■■■■■■■■■■■■■■Ld■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
130 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EEMEZEM1=SPI•nEEEE■■■REEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■NIERIIIJI'iili�7■■■■■■■■■■■■■■II■■■■■■■■■■■■■■■■■■■■■■\\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■:..■■■..1■Cz�I■RCEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■NAMEEAMEEEM■■■■■■■■■■■■■/,■r,■■■■■■■■■■■■■■■■■■■■■■■►.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 130
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEI M■EEE■r/W 1■■.M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■.■■■■■■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■-►91[•aII1Ir.a■■.vI7.l■II1II.1■A■■EE■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■T■1IR,r7CT1■nnn►1n■■■C1c7r■r77■■r■/1■■■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■LWjIJK]J1\J`J■■LJL►S!J!11I!!AMM■■■■■■■■■EMMEM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►iLN■lil■Ir■III1:II!'I■=RCHAa11I11■iir■II■■■■■■■■■■■■■■■■■■■■■■■■■■\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E�■YI11IWWOl\IIIMMIINA■■NNO4POOME■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■\\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I/■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■i[ir11IEEPIEI!J■IIII11'I■_Jlli!!J'DEL_AMEEU■■■■■■■■■■■■■■■■■■■■■■■■■■■■\\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EMEAMMUWZI■■ULMIL■■■rLJCAMELJ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EMMEM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
c ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
7 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\\■■■■\\■■■\■\■.E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
-0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■NTMWMTMW3 MMEMMEMME■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\EMMI DIia'Jrrdi`LIlUI10MMEM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■II (IrJillW N1II■111.EMaiEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■L.■J►NFL■I►`JCJ=L'J■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EEIWMME■MEdiEr■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MPWEIMPIEVETVEREEE■■■■11r7^■''77■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
m ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■UI11!\Y/1iiIIriIO�\■■■•N■■EIIItI■ILi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I:1I■C\�/'!'■■LI■11►�1■■E=■■■IINAKEWAMMEM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
w ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■JL'L'\1EAMIJL!llIEEE.a■■■LOKERMEEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■GialIS■AMMIAMMEEE■■■■il`isifi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
~ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
` 1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
J ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
12 0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■ 12 0
i ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
, ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
4) ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
3 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
E ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
L ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
a ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
-C ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
s' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
_c ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
co ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
m ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
cr ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
n ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
H ■■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■E■■■E■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
/ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
/ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
w ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
7 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
c ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
3 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■/i1LIL If'.J■■■■11L 1Mbmi1rd�llm1/:.l■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
ro ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■L'A MML �i■■■■■,WAGE■I II■E■ ,.AFAMME■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
L ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■nL 1■■■rA► I■■■■r.1EEE' ,I, 1lI■III II 1L ■■7■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
0 ■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I.�E■■_7LJ■■■■L�J■■C_S�I�=J__LJ\_ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
/ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►Ir7■■■■■■ENNEEr7■■!r■■rnmin■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
P ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IM PO Ir7'71IgMeMP' ■■■■'I■■'ll' C41'■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
c ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■HEIIklrN 'llil'/I�/Ill■■■II■I /IA■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
a) ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■LI■l�!i[ 5i !7IIil'�il'. !■■■, IrL.►I■■r1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
E ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■L■■■■■■■■■■■■■■■■■■■■■■■■■Ga■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■PEIE■■■■■■■■■!'IEEE■■■■ RPmEr1I7\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
c ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I'III■\■■E■■UnE/E■■■■ELEJEr.EIPJ/J11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
o ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r■IIrOJi dri1I/Ii1■...EMEM�1I:I■■11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
L ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■uEr ' .7r,r9►:d1 'II19■...mrAll ' 41UJ■■r/■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
> ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■L\r■.■rW..AMEM E■■■■■r.M.■■.■■ri■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
c ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MI■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
w ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
m ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
1- ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
cr ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
w ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
/ ■E■E■E■■■■■■■■■■E■E■■■■■E■■■■■■E■E■E■■■■■■■■■■E■E■■■■■E■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ R�C �C
w ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
O ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ P:(919)8789560
, ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 86°1SixForksRoad,Foruml,Suite700
�' ' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Raleih,NorthCarolina27615-3960
N 7 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 9
0 � NC License No. F 0112
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
�73L ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEEE■■EEE■■EEE■■EEE■■EEE■■EEE■■EEE�I
Engineers I Construction Managers I Planners I Scientists
�=I 250 200 150 100 50 0 50 100 150 200 250 W+ •rkk.com
oo .
Cps Responsive People I Creative Solutions

Submitted 9/2/2020
r
°
c, 0 5 10 PROJ. REFERENCE NO. SHEET NO.
N I -5986A S2 X -93
140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
PERMIT DRAWING
SITE 3 3
/60 SHEET 91 OF 163 /60
r T
/5n I 0. 25 0.020 0.020 , 0.020 0. 20 0.025
3 - °i
" /,//°20 /4/°6/
14 /J 8°54 l40
543 + 00 . 00
GLI j' l
1
0_025 0.020 0.020 2 , 0.020 0.020 0.025
_I /50
144.15
l40 3/ 14/°08 /4/°3� 140
°
542 + 50 . 00
150 20 0. 20 _ 0.0�0 0.�J20 0.025 —SR5C— 15 + 76.78 /.50
0-0 __ -------------------- ------- - EXIST EXIST
°� _ ------ - )- --__ o o ____ _ __ 4./
l40°9/ 141.05 3/40
/38°//
t42 + 00 . 00
1
_ 2 020 20 � 0.02b 0.020 0.025 ___—__ -SR5C- 15 + 26.78 /50
WETLAND LzI ? _____—_J
------ --------------4-- --- - °/ IST EXIST ___ °/
-- --140°86 /40.77 /40
ul
-0
c,D
H 541 + 50 . 00
w
1_
cHi'),
_1
0.020 0.020 0.02 5
—SR5C— 14 + 76.78
/5n0.02 0 0.02 0 _ PR/450
3
0.025 --- --
--------------------- ' _ �_------------------------ ---------_ __ 40°/ EXIST MST
-
CO
l4n - -' /40
Lc
Cr
c__)
541 + 00 . 00
0,
WETLAND
s_ .
/50 n_o20 0.020 0.020 0.020 0.025 —SR5C— 14 + 26.77 /50
' -- -=------- --------------------- -------------- ---______,,--------------_-------------------- moo/ EXIST EXIST
c 9 , ,
- l43°48 _
RK
P: [phone]
8601 Six Forks Road, Forum 1,Suite 700
540 + 50 . 00
bi
Raleigh, North Carolina 27615-3960
EL
NC License No. F-0112
CL
° /3� Engineers I Construction Managers I Planners ' Scientists
oo www.rkk.com
s_ -L -o Responsive People I Creative Solutions
oo � 140 130 120 110 100 90 80 70 60 50 40 30 20 1 0 10 20 30 40 50 60 70 810 90 100 110 120 130 140 150 160

Submitted 9/2/2020
�cT
� �/ PROJECT REFERENCE NO. SHEET NO.
25 0 25 50 *, • DENOTES MECHANIZED 1 ' PDE �, PDE 1-5986A 47
* * * * CLEARING �/ PERMIT DRAWING Riyy SHEET NO.
liii . / NCr-
1ri �� \/ �p � ROADWAY DESIGN HYDRAULICS
SCALE FOR INSET DENOTES TEMPORARY �1 r�� LA L RI P SHEET 92 OF ENGINEER ENGINEER
//////� FILL IN WETLAND 22 ,��r;; �r � 1 R/`1 RA
G L I � o :-�ttli t. �/
��//� DENOTES IMPACTS IN Ar�i .�!r !� � EE-bE1
50 25 0 50 �00 //j;'// SURFACE WATER '�rr��� lr . �
itt_t_l_ /' DENOTES TEMPORARY
//i;� '/ IMPACTS IN SURFACE WATER elltfutks:114:47:0wfAitzi,
SCALE ifilik r ,
ihtvikNov , t
nioN0.4 4$114401111k. tirbt-toilk,
!' ��r �I���� �i�r� r -_ �Q4,C5r)
4 DOCUMENT NOT CONSIDERED FINAL
«�.�� ��r , UNLESS ALL SIGNATURES COMPLETED
r._s,.�✓at�����rir�
,igioi,s, vimp,00, -
i9 :� `- -)--' -k /-� u ) r N 36°05'09" E
N S ET A 1346.00'
____________ 44
WAR SITE 3444..
\ _
H
SH_2 — W
Z \� � WAS SEE INSET A W
cn •
�� . `� , I Q10=79.8 cfs
� � � N ±� VT PDE PDE �� I � V10=1.73 ft/s
Wv � _ _ _ _w�e PDE PDE pDE
Q10=18.8 cfs II 4 W
0 V10=1.73 ft/s 392\TN CLIP RAP
PDE
\ i 1��; 1RALEERE/AIBAL ASG DITCH Cl)W
PROP.WOVEN WIRE FENCE \ �� ,4.- ,lr N 2g°39
10 SY GEOTEXTILE --- -------------- - ---- v I .��s.�4 „ \42 ••
C� v SPECIAL CUT BASE DITCH _------ C - --_-- -_------ e t,.trA I „ \.A_ _ A*It= .
3 TON CL B RIP RAP -
lie SEE DETAIL F ---------
---- ---____-- LATERAL BASE • - 411 �r.�T,. O
------ -1`XISTINC R/W > W > SEE DETAIL It -.� . `l �.MWrIr re:!,4!Nat ...__«•
> > > > R— X �Z ii-
('H X X X ' two �}►�-l4� ems!: •��-. ..ice`:14;::::•1:411tirrlirl.,::::::7:
g-.�l i, .. • i J i �i'��S DETAIL X X _ _ --- .W X X --- +�.�; rid,.�.�r. �-� . �i �ry.l.
a. a. a: .i. a11 F l 44.0.411%. •
- _sue.
I , mi.....= F ES CAT-.,.miLwiriN __-------- - ---Aii6. �i■i i . . -- F ihim
T T T 1 1 1
LO
W — — r R•-FILL W/ : 1 U o 10+00 ii
W PLOWABLE FILL I I� m
III --PLUG & FII L L 3}I I i� I a
PLOWABLE FILL -ILL - ,;; l0'BST —
CO = aol i - N i r- k a
O ' - REMOVE-10' I`� °° v
43.
° iiim I 18" RCP 1
_-_-0 !Mil
- TI 2GIB-WSF �� 2GIB-W1�S J
O - 565+00---L--L- -L- 2GIB-WSF 15" RCP-IV - 18" RCP-IV REMOVE DI .
570+00 s T __- T
T 2GIB�1N"sFr---- 15" RCP-IV--- _ - ! _
O = ��-RED- ---��__ TL5T7500
L.
ZGIBSf - - Z
d' - - I I . 24" RCP-IV
CD
_ - -95 NBL 37'PST REMOVE 8I 1-T- i J
- - 66" RC�IT- T`
■ I 0
IT—
. �. 10.5'BST
l' MEDIAN V DITCH REPLACE EXISTING FENCE PLUG & FILL W/ g
--------- 4 W iN1aS8-la -- ----- - -_ MEDEADETAILIG H PLOWABLE FILL "l""MIIII
SEE DETAIL G -L- 568+50.00
CO > V.
7_1' \ > 0.-
- y� > < �� PROP.WOVEN WIRE FENCE iir IC it 30" RCP-III
Cx X X I X > X X X X X X -- \ `•� 48" WW/ICBW 1< �i 4G1
J \ RETAIN EXISTING C/A FENCE C C -- X x X X • x _ MEDIAN BASE DITCH
X x x x -,X u�� ---� _ x 48" WW �ll/IS: SEE DETAIL AB
N 4/°24' 22.0" E /5+00 • PT"
�2 n CMP 4G< _ x-
15" RCP/ -�
0-1
r TRET/�IPT - -T - RfSTA� r_ - \ ;18" RC REMOVE- —T— - _ ■ O fQO < - �•
Z Q EXISTING R/W •
VIri
— ' - -T- - — - -�� O
•71-
J C U i .
��_� � ---- ----------__ X.9,41UMEMEMILIMM II.- --_ -'EU ■Ili=� �.�e _--
v 41
w rn p __nun:"
> �- TL-2 r;�� 41 0, V
Imam
:4111111
col
♦ ♦ PUE E �, I SPECIAL CUT DITCH------ �''_ _ • ,�` f•� W GREU TL-2` • l+�
SEE DETAIL B ���� \ ILI
PUE R - ��..v�
= NW
\D,
,L m ; PUE LATERAL BASE DITCH © '. "1 �—� UQ o . a `� 7/4.41:0
I , /�,� -/ CSPECIALCUTDITCH Cm �• PUE SEEDETAILD tr
co
O / a O PUE PUE 262 TON CL �� F ,. SEE DETAIL B
co_0—
?4�� ' = w 11 o PUE "� ill a LATERAL BASE DITCH 1, ,j ' w ; m o SEE DETAIL D * PUE X ■-•1(� a ' ; C — W
IX `�+� w / DUE
DUE :> V)
LCMP��,; u SH-1 �y ��,/ SEECO
INSET B
m •
WOODS IS.; �'
,�
_ M
. �flcn
0-1
_ ; WOODS �y
3 w . • �h� WOODS0
1
■ • . • . .
,;mmiE tSITE 34/I) •
ci
MEI 34.02' _
-61
owe—.
o ����.� I �ji� �� • t4\a.95'
����� �� N 29°3t A1' E
tifit
�-\u,INSET B ,, • Niiroor4 4„htoea; .cn w
Rifdi
4 A 411 '
mow tort te .
cc
.4„....t.4._,,ecomur
Lii
0PI vantaii'-
�VkA*"'
:�: ,�r0la.t� all .__._----- _____--- •
w E P:[phone]
o 'A1 ,-6, N 2g0t!gt •
NCLgenseNoCFr08601 Six Forks d,Forum 1,Suite 11227615 960700
N / FOR -L- PROFILES SEE SHTS. 128 & 129
o L 2255 FOR -Y9RPB- PROFILE SEE SHT. 190
N� , �Q N Engineers I Construction Managers I Planners I Scientists
/ �- FOR -SR5- PROFILE SEE SHT. 196
N= �, iv www.rkk.com
�� 1 FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People l Creative Solutions

Submitted 9/2/2020
• PROJECT REFERENCE NO. SHEET NO.
r 25 0 25 50 ** ** * * DENOTES MECHANIZED 'It; PDE \� PDE 1-5986A 47
* * * * CLEARING \, PERMIT DRAWING Riyy SHEET NO.
cc
11111 z
SCALE FOR INSET / ' DENOTES TEMPORARY co w 'flit z t� `/ L R P SHEET 9 3 OF 163 ENGINEER ENGINEER
///// FILL IN WETLAND co �*t„ r�tj� ROADWAY DESIGN HYDRAULICS
� DENOTES IMPACTS IN t�� ; �� �/ \ SEE E1
0400,•50 25 0 50 100 �WATER !��'`�� � ,ilk�Ni' \/
' DENOTES TEMPORARYVih A �� ��, V
iiii IMPACTS IN SURFACE WATER �������'
SCALE 1* ttttlht%*,!, K*ors�+ -
���tilibirt�,l�����T*E IKAW N7 tea♦rI
\ Nil
WirtitiOti
AlIV:/
ISONISti i 4 ♦.,��rie
I • �r �r<Nee*
e roll 1* �j�jai -417(be
DOCUMENT NOT CONSIDERED FINAL
1•
,,,,,•
_ tcrwsigio-.*:0,...14,0, 741i
� � UNLESS ALL SIGNATURES COMPLETED
,,...,, .
.._
r4
W ���'`•'�1� N 36°05:0:
09" E
N S ET A 1346.00'
Oo
WAR SITE 34 qv
\ _
4B.0 m S H-2)\ - �' w
(, Z a.' \ � WAS SEE INSET A W
� 0J ° \ N � 1 ± WB� V PDE PD , LAM.:crk
� � V10=1.73 . :
W Q1 =18.8 cfs A II E `, PDE * DE\
���� 0=1.73 ft/s 39' \TN CL IP' RA' ,' ��J�,� � W
0 / W
LAF -KAL R PRAP BASE DITC W
- �l'� PROP.W V \ , ,,SEE O E TAIL AG
0 N WIRE FENCE 0 \ lira
�'J♦ 29°3g� V�v3 TON CL B RIP RAP �% = _ ,� e2. - p®' \, `� Q ,.. N •'
CD SPECIAL CUT BASE DITCH 10 SY GEOTEXTILE __j� _ _ --_ - \ t46
`,� � . . .�-_ !, \42 O
gle SEE DETAIL F �� __
C --- -----1-XISTING R/W > �_�_ _. ---------- BASE 6.
TAIL • " � Y •� *1��►, !�� ��`.,: _
•
T-sse--rowr7if
rTir
S X X X _ _ �� __ ��p0 �` �•' �i � . �- � -, I�I �, V4 I�I:.,II.I0
rbmMI 2
Xiiimpor, _ .� ors • /:� i .� O
�._ 144.'• ���� aisiadaL ��irlT :'i; ` =/�.I` `�i— r-�i.,�Ir.'...-AI' O.iT.i-i i7.�A.�_. i- - - . - - >t_ .s .i. -�-.. Tr
�`-`�r F F -i�i�-_-v�e±tliar'• __
CAT-1 \ �� ' F
11.0
�—0'9b1 r�'•
pL �rr6yy- � '-
_ II PLOWABLE FILL O'bbl
W ce P�61G & RI L W/ �I �i• = •
�"`� III _ PLOWABLE FILL I I /
-
CO
CO ,II -IL -
-II 0'°1 Irtimi—
O r ,E.O WJ 1 OVE-1: I I I r= co
O _ �� 2GIB-WSF -�
RCP 2G
18" 1
565+00 - T T 2GIB-WSF 0 15" RCP-IV 2GIB-WSF 18" RCP-IV REMOVE DI 1
•
G B-WSF I tJ
570+00 L T ---L- N 43°34' 33.6" E
--L--2Oi�W ---- -- .RGPJYT ;,
- ��-RCP-��--- ` _ _ W
5T75 00 T -
2 GIBS/S at - 2
I I RCP-IV
to - �f - _411
- REMOVE 8I 77-- J
1141 ,6.0 -1 . - bb" RC�IT- T
Q1d.0 _ - ,. T—— 0
•
�- 142.0
10.5'BST
MEDIAN V DITCH REPLACE EXISTING FENCE MEDIAN V DITCH ILL W/111.4;1
_�__•
_ SEE DETAIL G -L- 568+50.00 Q
PLOWABLE F .
C ' > --- -- -4 W as a --- e - _j PROP.WOVEN WIRE FENCE 2 -� _ lui _ - •
X X I - - X--- x x X X X -----X- -�-
i. �C 7C \ O 18" WW/ISBW ��� I -0b
J RETAIN EXISTING C/A FENCE C w X X X x X x _ �� - __ .,�,y©,� MEDIAN BASE DITCH
oi ' _ N 4/°24' 22.0" E - -x X i�t'-A
X 48" WW W/IS
zo W �i 15" RC RfSTA��IpJ LK
4GI -� -= O
18" RC REMOVE Wan aO��O < D ` O
`Y 142.0 :44.°
'71-
i 1 NIIIi ��� —T— s .� JYta �I�j� J' I:
_ Z I:.
Q m �i e ��IIPII C -_---------_____-_- //` �ii' Ll �I/L��� �_- it(?7.7
m ♦♦ ♦♦ m ; SPECIALCUTDITCH ---- - ��� "LI TLnum
-
1111WMIL1111.1111Monsimurf;,-3 ,.1%,k_f .. \ 18" -.I ___________
V 1 w " ;1.- 1�a PVE:41-
SEE DETAIL B '-- ppr
im Tri
�Ally4114411-
�� __ �� luiLGL
2. l�
°*.".
- le a NMI
t� PlJ LATERAL BASE DITCH ;' il s I I•r MI I C SPECIAL CUT DITCHm m
KC al'"' ft CO
E Cma ito �� a , . m 0--- PUE r SEE DETAIL D `r r�-.�% �!��,� /
co
O J ..
�fe ' 441 o PUE 62 TON L 'IP , ,� SEE DETAIL B
0 t
Lc) Orr m m �,� CjI AI/ , ig -bt \ II � w PUE :> �� LATERAL BASE DITCH `� 1, ,
j �_= t�1��[�© N ; , j / ` y �� ID a
o SEE DETAIL D E Y�.1
w ,
E
r-X �+s � ; SEE �f' 0UE re (0
0
cMP��,,' ; ; S H—i - v�
,-_3i ,_
a1
up
' 1
�' �y INSET B 1
021
I, JI Nye .ti'�
WOODS I S.IA°
;''
C1 _ �/ WOODS
«�f�.1c7f��� WOODS • <-`
3 • .
SITE 34 tr;'i
L
'W k.iltilll
1I� 7; r-....NV 34.02' -11411.1
.
•
�tJ
Ji,i
IIII
111$1
` lire �„ t4\8.95, •:
C
., ' 1NSEl B 101o, • ------------
imp
•
s#
V) \W\
CL
A . � . � •- - RKK
iQi�; pp
���� P.[phone]
�!I�� ,�;%, w E 8601 Six Forks Road,Forum 1,Suite 700
o / / ,jam Q N 2go;�g, FOR -L- PROFILES SEE SHTS. 128 & 129
Raleigh,North Carolina 27615-3960
No /,� o 22 55 NC License No. F-0112
FOR -Y9RPB- PROFILE SEE SHT. 190
�� �, �� FOR -SRS- PROFILE SEE SHT. 196 Engineers Construction Managers Planners Scientists
�\_ , / �, iv www.rkk.com
� '�� FOR DITCH DETAILSSEE HT 2D- THRU00CC a���- O C SHTS. 52D-6 Responsive People Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
C- 1 1
tr /-5986A
I I I I
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
t 1
I I I I I 1
t 1 SITE 34 ,
1
574 +171 1
I I
_ii,_
STA . 574 + " 71 PERJv%ITDRAWR4G. . . .
, I
I II , i
SHEET94OF163
I I I I
STk 574 + 71 .2 —L
I I SKEW 93 7
1 I GLI tell
II 1 I , 1
, 1
160 160
150 150
'`tb- ,ft-- ,.., 0).
,0 ..,___ - N cs. ti
t,e4,. /
---------..,
......
-.,, I -
•
_....
101x 7 ' RCBC
I
:/
140 `' '� ' , 140
/ �� / ' ►
/ I • / 11 • i�'. `.,..
/ 11 // 11 •
'1 •••;
i \ 1I \I 1 1
/ •
NWS 134.26'
I • : ._._._._._,_._,_._._._._._._._.__,_._,_._,_._,_._,_._,_._,_
• //
---" 24"RCP I NV. = 13 8.0' S = 0.1%
130 130
EXISTING ROUND-
PROPOSED 24"RP INV. = 136.5' PROPOSED
E I VATION = 133.3' 30"RCP INV. = 137.1 ' ELEVATION = 133.5'
w
/H^
V 1
w
w 120 120
N
E
L
Q
1
1
Q
LO
00
1
CT
cp
3 10' X7 ' RCBC
L
O t t t t
C led 1. 0' alternating ternating 1. 0' tqll, 3. 0 ' wide baf ' s)
L i i i 1 i (length = 2633)
c
Li,
up
,_
cc
11
RI•OK,_
P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO NC License No. F-0112
L
�� u Engineers I Construction Managers I Planners I Scientists
�_a) 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
oow
coCCw Responsive People I Creative Solutions

Submitted 9/2/2020
co 0 10 20 _ PROJ. REFERENCE NO. SHEET NO.
c\ liliiiiild I -5986A SECTION 3 X - 1 0
160 3 0 2 0 260 240 2 0 200 1 0 160 10 140 1 0 80 60 40 20 0 20 40 60 :0 100 120 140 110 180 200 220 240 260 280 300 /60
-S R5-
l50 21 +42.00 /50
0.025 0.025 0.02 0.02 , L ,A__02 0.02 -- 0.025 7:1
325
140 ----------------------------------------------------- �---- l--- _ 144.40 ---- -------- •1 � -- 140
138.04 138.83
/30 576 + 50.00 /30
PERJAIT DRAVIING
LSSITE 34
SHEET1? 5 9F 163
/60 I /60
-SRS-
/50 0.025 0.025 0.02 0102 , 1 , 0. 2 0.02 0.025 8.
7(1 + 92.00 , /50
3:1
l40 _______------------------------------------------ � 3_A --------- -,--'" 144,33 - 140.88 4.29- -4a 1 ------------------------------------------------- 140
137.92 138.00
/.30 576 + 00.00 _ _ /.30
160 160
WETLAND DRIVEWAY
/50 I 20 42.00 -SR5- Sta. 20 f70 /50
R5-
0.025 0.025 0.02 0.02 0.0 0.02 0.025
3 -5 7.7 0.0 10.02
140 ----om - - /44°/9 .1 - - - --- --- - r 140
130 136.62
575 + 50.00 /30
160 I- 160
/50
-SRS-
0.025 0.025 0.02 0.02 , 0. 2 0.02 0.025 6°/ 19 + 95.10 /
50
/40 _ ---- -----------------------------/44.22 --- ------- -,---------_- 7 ___4.1 0.02 0_02 - -------=- ---------------- 140
130 5 75 + 00.00 135.33 /30
160 _ l60
rI- -SR5-
l50 19 +45.29 /50
0.025 0.025 0.02 0.02 �A , 0.02 0.02 0.025
°1 __ -----------r -- --- --- - ----- ,- - -----
-,-------- --- _ 7:=/ 12.3:1 0.0210.02 ,
140
�0 `\/ i -- ---- - •.-/-- ---------------------------------------------'
130 134.62 /30
w 574 + 50.00
W
1-
/20 _ /20
X
3 /60 160
i='
Q /50 I ' -SRS-
025 0.025 0.02 0.02 , A , 0.02 0.02 0.025 18 + 95.49 /50
Q30l 0. ---------- ----------,------_---------,---------- ------- --- ‘14.1`/ 00210.02. ,
co 140
140
� 13960 140.d3 I ---------------------------- --
7 130 135.22 `_-- l30
v 574 + 00.00
ro
L
0
160 1 - 160
o /50 WETLAND -SR5-
18 +45.70 /50
0.02 5 0.025 0.02 0.02 , A_J 0.02 0.02 0.025
E 3. ___------T----------T----- ---- -r--------- I------- -- 0.02_0.02
w /40 3� 3~ - - 144.09 - - -y-- 3 e� L ---_� _ /40
cfpl
-- --------- -------� ----_,- ___- 139.ao ---S4 --------------------------------------------------
138.03 135.81 /30
w /30 573 + 50.00
o'
GLI ft
O� P:[phone]
cu i R aleigh,No hsCaroMa2 27615-960e 700
O NC License No.F-0112
N
.E n JJ Engineers I Construction Managers I Planners I Scientists
CD T Da
cv a) 300 2 0 260 240 2 0 200 180 160 1�0 140 190 80 0 0 20
i www.rkk.com
oC CCU_ 20 - 0 60 :0 1(k) 120 140 160 1 0 200 220 240 2 Responsive People I Creative Solutions

Submitted 9/2/2020
i PROJECT REFERENCE NO. SHEET NO.
REVISIONS -IERWISE LABELED.
1-5986A 48
�� RAN SHEET NO.
co
LED. Q O.]� ROADWAY DESIGN HYDRAULICS
S���O\��,`�`\ ENGINEER ENGINEER
6P�D��P
S w<e,
\
�300
2,400
77 \\ SP DOCUMENT NOT CONSIDERED FINAL
DWIN'FALCOIN ROAD STA. 18+DO•DO SEE SHEET_ ___�,w- _, , ,1,,--, c3 --, as \\ UNLESS ALL SIGNATURES COMPLETED
NC 82
Y9A" 'III SPECIAL LATERALS SE MTCS1, �C J f"" PERMIT D RAW I N G
MATCHLINE - _F 1_ SEE DETAIL C �'\ ' I I \\
\ 7.6
moo\ ��� 1_ iisk� ___�� ;' _`, INSET A SHEET 96 OF 163
\ Art AP' \.• \ \ f\'Ilk \ I I i i w dam'~i IA, \�`\ `` }0 1�+1'S
F �n•.�p�,Q�i ,-■�Rr■, .� RF41 1 � ,t��1
.� -��� -.p1 I'� �.. p F �� •� `tom
2 TON CL 8 RIP RAP / �4.21..1.
' ` NLE1 E PTURE `f. I
aii
eJ� 7 5Y GEOTEXTIL _�, '�� 4r \� RLTOFF BEFORE CR `-
``.�� � /I �• _ � � -2RpA-.SPREAD IS LARG \\ F `
0.
:Es
-/ � / / -ii / \ 1 I "�� `' DUE T0.�.2% SUPERELEVATI
INV.OUT= 14 �� '/r / )0 1,' / O / 1, `\.o
\ \
_ „try,/ ..c., /: AFL ��CP-III :. C/ _ \\ CB-F \. �` .�.
i -� -- tip,
B_F
LATERAL BASE DITCH // / .►" I' CB-G \_ ■' \ / l \�� \ \ \ .
SEE DETAIL D / / �'P -\� \ \ \ \ \ F \ 1• ± �P
,...„,,..............,,,..„_, „ __,,
ORO ,-----,.. .....„.,
C -///// ` ''-� \ `( I\\ \ 1 TON CL B RIP RAP C\\�\ \\ \ ) I '.:•'+sq,, N..`K• \\
/ I ,r,RootS ,,,N. I 4 4. \\ \ 5 SY • \ \ \ `\ N
__,_,,,,,,,,,,,„./
.,, _...,
.__ . 1 ..DI ---- \ \ IN • -. 159.A. ..
.___.._.__,r. 8_ \X %. k --- .1\A\\,sA r. \‘. 1 \
---•
W -PUE /�� /� ��- HOPIi 1}1� w000s /// /// /�/� \\\•
\+� \�,\\ \\OL\ \\\ a\ '�lY \
LATEAL RIPAP COfT H PUE __ / /��( /.... 5 s . y \\ .al,,,\ /c`, INSET
_i INV.OUT= 140.5' C'' �\ \\�` " \ R \
W AIL AG PUE��PUE FEI _ - ` i j // \ N\\ \: �\ \ \�6LE • /VIB / I, oUT= 155.4' \ \� \ \ \ 3•11
'^ {�pEf PAP, _ a/ I 1 \ \ OEP �� �,4p ` SPECIAL CU7 DITCHUJ` `v+ �� CHORD �� - / _ �/�/ . a INV.IN = 151.3 E DETAIL B =1.64 Ws
• \ SE-7,1PECIAL CUT TCH o \\ \ \\ \\O --- -- -- SE DET ` n \ \ 1Q10 16.3 cfs
\ V10< ` ��� �- _ /// ` ///// �/ . o a\ \ \ \ \\"\, !+� \\�\\��a\ \\' \\ o SePEOEP�\vet 1 ��.p46 1r6665 // � +\e\ , �` •
\\ \�\ \ sE sae�iy, 1 1 1GRADE TO DRAIN, // /� �t \\� ��`' \\ �"\ ♦� �� 1SITE 355 4T 28'33.7"W
1.
�� �/� ` /// 2GIB-:$' \ \ -\\\p. n �` \\\ OASSP`SEELDETAT;NCH� 1li N 1
n _ " - =�= ��� , SPECIAL CUT DITCH w000S �F • / I \� ' SPECIAL CUT DITCH \ \\ `� WAT
P �� m 'STANDARD SE DITCH SEE DETAIL B \
• - - SEE DETAIL B w ✓' q SEE DE I \ \ 1 _-♦
REU TL-3 .t.,_.. �� .- ` ,. �_X�X _ . CFES� /-_! �� -----C----- � y '.\� WOODS .. • ���\ ��� `T_ CH
Q -"•--•- T __ CI
> > 4G� �/ < < < C � ���� 1 m\ \ \ \\ \\ \�\ �, -` `\ Rem 1 1 1
LOI / �.�n\g�� REMOVE DI < �'80&SF_ \ \ . \ 8'CMP '` ` •� \ \\ \ \ 1 1 1 1 1 1
_ • „...,_
•
> /' H"' / SPECIAL CUT BASE DITCH T N' O ILE �" ",, CMP_ '•n •
0.EMOVE 4� .. SPECIAL CUT DITCH INV.IN ��$7.0=- \ �S�
/ SEE DETAIL F DI 7 TON L RI' ��-\- aR \ • C w• _ F 1 1 1
m -'� -� L SEE DETAIL Bli
' / •. REMOVE DI INV.OUT= 147.4' „' li .11 \ .•\\� • -__��_�__C ----_'�> _ \�� \/,, ��_-=-. ..•.
_ - - REMOVE ---- __D um% m11�\� .I \ .. ----� > > \ /\!ice\ ��_ -.�
C
W 8 LIII w/ --- 05'B52GIB-WSF �'.c OVE 40' \ \ \ \\ \ - _
,,,r„ REMOVE 10' a \ <�. �_ wnnn5 W
- - ->Li ---_ Hw 18"RCP '^
,�„�\` REMOVE DI �/ \\SPECIAL ME1D'A\N�ITCH ,/!
Z =��1�`` CONC PnVEO DITCH DI \�EE DETAIL G
__ ____
.,
u - - - ����
58 - 2 .�. _ \
�' �-=- \-7T. E10' `-`-, FLOWc B `�� 'EMOVE DI
L- -T z�ley4 - - - O
Q -- S .a.:V15F_
i�r��-,�� < - - --__.:-:s.:.:2GIB-WSF
/O+aj fly G�'' � � 595+00 N 43'28'33.7' ___ 15"RCP-IV _ O
MEDIAN BA E D CH C� '� � � , -.. ' - - - - - - _ REMOVE DI - - CO
SEE DETAIL AB �AF .,�` .8 flDI EII - - _ _ _ _ _ - - - - +
X X X X X-X�X� X_X�. \\ \ � �F11? 9TB
-� -F--- TEMOVE-2E'
1 ;X �� \ �� ����� to
_- < - \\ \\ '4 J. ..• U mil• W
W _ -- __ 5 k \\ \� 2GIB-WSFq,- `\` \ \ \
_ k Ti77� � SF OVE CB Q_.�.��� �� _ - W _ � \ 2GIB-WSF;1MP l '
•1+ .Ml� \kINV.IN = 143.2' _ \\ \ < < < 15"CSP 2 �� �„ CONC CON��OVi6j/'� < /
2 \ \ \ \\ < ELBo�.1. Hw ��Rei \ /
,^ SPECIAL CUT DITCH -�t-�: �- •"CORir, k _- __\ \ SPECIAL CUT BASE DITCH - / - < < % ."OUT= 152.1'
WA, SEE DETAIL B _ < � S�k Sr_ ��__ \ C SEE DETAIL F �_ 0.E�0 C \ C - ----------<� <- < / /i U 1
\ 2r 4g //- -- in C \ r EMOVE 6 < / j/ 2 TON GL B RIP AP FES
W C _- ____ < \k \^ \ ' 16 TON CL E RIPZtdr-- �� a + \ \\ 1 jig
STANDARD BASEDITCH
SPE AL CUT BAS TCH \\ / - C J
CI E DI
\ \ \ \ �F NSEE DETAIL F \ "� /
Z W ___ ___ '�_ ;\ -t -kemo \ \\ \\�\\ 42 SY GEOTEXTILE ' . _._ \ ,� SEE DETAIL I \-__� // F
'^ ►► J SFF BgSF \\\ \ \\ \\ INV.OUT= 147.3' �('. \ r „, / \// y y` W
,•+ •ilk
\+ - INV.IN = 151.2' /` / INV.IN = 152.1' _Z
OJ \ \\\ \\ GRADE TO DRAIN 2GIB- -5 // \�
I.
=O PUE PUE j _�- _- A�y9•F j qg \ \\\\�� \\ \\ t\\\\\ oEP // /�'��� ...��
Qp PU ___ fNC \ \ \k �\ ro / ' SPECIAL CUT ' J
�P •• ��-�C__\ N'/R ' \ \\,\�\\X \ \ \ \\ \\ \ \\ \ 0 /•� s/1''ii'�/ SEE DET �� ___c
C r \ \\\---..„\.„....k \ / \\ GRADE TO DRAIN 1
C PUE \ \ ►�. \ \ 1` % / r .• --- Q
• C N , ��\ 30 \\ } \\ RR \ \ s �\ \o\� I / / r /=� C
PUE % \ '\\ \ \ \ o \ _.I �/ y �'' y SPECIAL CUT DITCH ........... 5.....-.........�
Q .. ., .. \� \\ T 9•�k �2r\\ \ gjN \\ \`J \ I+.- .. , / ///� ice' Pq SEE DETAIL B i C _ L� **VW f.l
e \\ •
•
PUE \\\ N
\\\\�q��- ', 'PST'',\ GRADE TO \ ' \ \\" to // //'�''//
./, .. .. �Q\ \\ \ \� -Y // \\ ,' \ / / T V DITCH �� ' / • ����'�� ,L �¢
lif
F` L \ \\BSr\\. \ \ \ \\C\ \\ I / / �/`�/ 1 is 5 TON��yy
re 04. �[ •(.R B RIP
• .,s E.101
1 \ �\ i. \ \ \/` \B all \\ \ �\` �'�' \ \ 1 / / .4=y�� •
....-
A / 14 SY GEOT
p \ \ /d \ \ '. \\ 1 '�` / / � / / ECIAL CUT DITCHill, ... .' .. .. ..
(7 \ \ / /�\ \ gyp` \ .®` \ �� /
A,- .. I I \ v --- --- ,.- . ...--- , -. 411111 U.jr ,. , .• .
�/ \ \ '\ _ / S,�y�"/-J� / / C SEE DEFAIL B INV.OUT= 151.7.
f f,,,,, \ F \ 44-0RAII.1- 4e \�,\ I\� \\ 1.1 y/( 11 //� '> //
- - 1 \ \ • IN . 155.4' \ \ 'NC Ac /�i" / /// 4 N�sb4
N,i0,•jp•46•E \ ♦ \\ • 1 TON CL B , ..• `,.CB-Q \ \\ // P •
-�352.23 \ '� \ 5 SY GEOTEXTIL ,L `\ I F \Y,� / //
.... ........ NOA \ \\ 1 TON CL.: RIP RAP ET
= 154.5' RU F BEF.' C OSSING \ '/ ,,../
� // `�
C N \ \\ ET PLACED •,\GAFF *s� `�► CB-G .�
\ �\� ,�al1FiO�OP=% •PR ELEFi�,LTION. /, ■,�,•,1��, ` ,` I �, 15 TON
5Y GEOTEXTI�P •� .r .P
A Yr I II;� I 1' k /y OUT= 157.T o %0
cl
t A
\ i/ as I• �'__ o ) �. ■ ` \/ \��°
FOWa A \ SPECIAL CUT BASE DITCH < -- ••-•�_��- CB-F�. (� 7�\\\
c/lc 4! N, ,pp f ! DETAIL F ". �•� �. I, r IO�� \ fQ ' �� ,1 \ tiM v e ti v _ N 32*45'04•TE `\. CB- ""M.w4: Q ____3\
/i_ A \\�An , A�+, A \ \� \ - ---- - r -M'04�__v 'ILL
oO
m AGN
\�\\ N.
` STANDARD BASE
DETAIL I DITCH u n - \ CB-F JSP \; ` \\ \ � 0��I
IliCk
50 0 50 100 \ ��\ A \ �► x� FOR -L- PROFILES SEE SHTS. 129 THRU 131
\\\\ ������=� � �`�, \�_`, � 11\-•
\ �� ,�p,�� FOR -Y9A- PROFILE SEE SHT. 187
` ' " "��'�� S 1 FOR BRIDGE SKETCH FOR -Y9B- PROFILE SEE SHT. 187
//// DENOTES TEMPORARY AGF \ PDE ''���� ` '� �9G��'C SEE SHT. 2A-6 FOR -Y9C- PROFILE SEE SHT. 188
E SCALE FOR INSET NGLIS1I--
j' FILL IN WETLAND SPECIAL SEE DETAILDBCH '\c PDE �;\B JB�A�"`��`
N N4. \ �O .1* `53$' ��� F`�,� � NFOR CROSS-SECTION LAYOUT FOR -Y9RPA- PROFILE SEE SHT• 189
N 42.46'54•E • LATERAL BASE DIT RK �
w f EE DETAIL D
DENOTES MECHANIZED N,,e,
��`\c \,�xh�4i .� P'<<' SEE SHTS. 2B-1 THRU 2B-3FOR -Y9RPB- PROFILE SEE SHT. 190100 50 0 100 200 � _ ' • CLEARING �G� `SR''�� FOR -Y9RPC- PROFILE SEE SHT. 191P: 919)878-9560w � ' " G �p .r,Q-�� lric�� TRUCK APRON FOR -Y9RPD- PROFILE SEE SHT. 192 Ra�eighlXNorthCaroMa27615'sso7oo
h' ,5 FOR -RAB Y9AB- PROFILE SEE SHT. 188 Nc license No.F-ottz
SCALE ,5�g� PAVEMENT REMOVAL FOR -RAB Y9BC- PROFILE SEE SHT. 188 Engineers Construction Managers Planners Scientists
�-o www.rkk.com
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 FOR -SR5- PROFILE SEE SHTS. 196 & 197 Responsive People I Creative Solutions

10’ B
ST
48
" WW W/1SBW48" WW
W/1SBW
48" WW W/1SBW
G
R18.5’S
R 1860 GO
RDON
W
ILL
IAM
S
RD 21’ B
S
T
MTL
MTL
MTL
MTL
MTL
MTL MTLMTLMTL
MTL
NC 82 GODWI
N FALCON RD 23’ BSTMTLMTLMTL10’ GR
(RUI
NS)CONC FOUNDATI
ON10’ SOIL
BSTBSTBSTSOI
LSOI
LCONCBST
CONC
WOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GRASS
17’ SOILCONC PAD66" CHL48" WW W/1SBW(TYP)POSTGATEWOODSP
I
NES 6.5’ SOIL10’
S
OI
L
MTL
MTL
MTL
MTL
WOODS W/LTGUYW/LTWOODS
WOODS
WOODS
WOODS
W
OODSW
OOD
SLPLPI-95 SBL VAR BST
I-95 NBL VAR BST
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST 45’ BST50’ BSTI-95 ON RAMP 23’ BST
I-95 OFF RAMP 24’ BSTI-95 OFF RAMP VAR BSTI-95 ON RAMP VAR BST
BROKEN BSTBST10’ BST
10.5’ BST
3.5’ BST
3.5’ BST
SR 18
60 GORDON WI
LLI
AMS RD 21.5’ BSTNC
8
2 GODWI
N FALCON RD
2
3
’ BSTNC
8
2 GODWI
N FALCON RD
2
2
’ BSTWPCONC ISL
CONC
ISL
48" WW 1SBW
N 4315’27" E
1908.39’N 3630’33" W183.00’EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W
S 4700’53" E3.70’S 6752’52" WS 4700’53" E154.54’EI
PEI
P
S
7
0
22
’
4
4
" E1
4
6
.
8
6
’
N 1936’48" E
292.00’S
7
0
2
3
’
1
2
" E4
0
0
.
0
0
’
N 1936’48" E
292.60’N 2310’55" W40.36’EXI
STI
NG R/WN 6203’33" WS 4700’53" E165.86’N 4246’54" E
472.76’S 5909’06" E449.60’EXI
STI
NG R/WEXISTING R/WEXISTING R/WS 3050’54" W
164.58’
N 3050’46" E
1352.23’
90015145.00BL*3604 MTL BILLBOARDGRAVEL20’R/W MON
R/W MON
R/W MONR/W MON R/W MONR/W MONECMHHHHTCTTTSPHHTSPs FOFOFO(T
S
)8"8"
8
"RECORDPLACED PER UTI
LI
TYFOUND
I
N FI
ELDTELEPHONE PED NOTS 2939’52" W
238.44’301.86’EXI
STI
NG R/WW
OODSvvv
vvv15" RC
P CONC BRI
DGE15" RCP1
5
" RCPJ
BPOSS8" CMP
18" RCP
18" RCP8" CMP
8" CMP
8" CMP24" RCP18" RCP24" RCPFESDIDI
DI
2
4
" RCP
2
4
" RCP2
4
" RCPDI
DI
CONC HW
FES
FES
DI
CONC HW
FES18" RCPFESDI
18" RCP
18" RCP8" CMP
DI
CBCBCBCB18" RCPHW
CONC
HW
CONC
HW
CONC
HW
CONC
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
15" RCP BRI
DGE #3140
15015
0
15015015
0
15
0
150150
150 150150150
150 150150150150
150 150150150150
150
150 150150150150150150
150150150
150
150
1
50150150
15015015
0
15015
0150
150150150150150150
150150150
150150150150150150150
150 15015015015015
0
150
150150
150
150
15015 0
15
0
150 1501
5
0
150150150150150150150150150150150150150
150150
150150150150150150160160160
160160160160
160
160160
160160160160
16016
0160160160160
160160160160
170
170170170142.0 142.0142.0
142.0
142.0142.0142.0142.0144.0 144.0144.0144.0144.0144.0144.0144.0144.0144.0144.0
146.0146
.0
146.0146.0146.0146.0146.0
146
.
0
146.0146.0146.0
146.0146.0146.0146.0146.0148.0148.0148.0 148.0148.0
148.0
148.0148.0
148.0
148.0148.0148.0148.0148.0148.0148.0148.0148.0 148.0148.0
148.0 148.0148.0148.0148.0
148.0
148.0
148.0
148.01
48.0148.0148.0148.0148.0148.0148.0148.0148.0148.0
1
4
8.
0
148.0
1
4
8
.0148.0148.0148.0
148.0
148.0
14
8.0148.0148.0148.0148.0 148.0148.0148.0148.0148.0148.0148.0148.0148.014
8.0
148.0148.0148.0148.0148.0152.0
152.0152.0
152.0152.0
152.0152.0152.0
152.0
152.0
152.0152.0152.0152.0152.0152.0152.0152.0152.0152.0152.0152
.0152.0152.0152.0152.0152.0
152.0
152.0152.0 152.0152.0
1
5
2.0
152.0152.0152.0
152.0
152.0152.01
5
2.
0
152.0152.0
15
2.0
152.015
2.0
152.0152.0
152.0152.0152.0152.0152.0 152.0152.0152.0152.0152.0152.0152.0152.0
152.0152.015
2.0152.0152.0154.0
154.0154.0154.0
154.0
154.0154.0154.0154.0154.01
54.0154.0154.0154.0
154.0154.0154.0154.0
154.0154.0
154.0154.0
154
.0154.0154.0154.0154.0154.0
154.0
154.0
15
4.0 154.0154.0154.01
5
4
.0 154.0154.015
4.0 154.0154.0154.0154.0156.0156.0 156.0156.0156
.0
156.0
156.015
6.
0
1
5
6.0
156.0
156.0156.0156.0156.0156.0156.0156.0
156.0156.0
156.0156.0 156.0156.0
156.0 156.0156.0156.0156.01
5
6
.
0
156.0
156.0
156.0
156.0156.01
5
6.0 156.0156.0
156.0
156
.0
15
6.0
1
5
6.
0
156.0156.0156.0156.0156.0
156.0156.0156.0156.0156.0156.0156.0 156.0156.0156.0
156.0158.0
15
8.0158.0158.0158.0
158.0158.0
158.0
158.0158.0158.0158.015
8.0
158.015
8.0
158.0
158.0
158
.0
1
5
8
.
0162.0162.0162.0162.0
16
2.0
162.0162.0162.0162.0164
.0
164.0
1
6
4
.
0
164.0164.0
164.01
6
6.
0166.0166.0166.0
166.0166.01
6
8
.
0
168.0
172.0172.01
7
4.0174.0174.0174.0152.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WATFF
C C
C
C
C
C
F
F
F
F
F
F
F
C
C
C
F
F
C
C
C
C
F
C
C
F C
F
F
F
F
F
C
F
F
C
C
C
C
F
C
C
C
C
F
FF
F
F
F
F
F
F
C C
C
C
C F
F
F
C
C
C
F
C
F
F
F
F
C
C
F
C
C
C
C
C
C
FF
C
F
F
C
C
C C
C
F
C
F
C
C
C CPROP. FENCE WOVEN WI
REPROP. FENCE WOVEN WIRE
PROP. FENCE
W
OVEN
W
I
REPROP. FENCE WOVEN WIRE
(CHORD)
(CHORD)
PROP. FENCE WO
VEN WIRE
(CHORD)
(CHORD)
(CHORD)
(CHORD)
NAD 83/ NA 2011
8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 3\I-5986A_hyd_4B_psh48_CON.dgnFkeysREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
48
MATCHLINE -L- STA. 577+00.00 SEE SHEET 47MATCHLINE -L- STA. 605+00.00 SEE SHEET 49MATCHLINE -Y9A- STA. 18+00.00 SEE SHEET 77
I-5986A
PAVEMENT REMOVAL
SEE SHEET 78
MATCHLINE -Y9C- STA. 12+00.00
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
2,400
1,300
(NC 82)
GODWIN-FALCON ROAD
(NC 82)
GODWIN-FALCON ROAD
900
500
700
400
FOR -SR5- PROFILE SEE SHTS. 196 & 197
FOR -RAB_Y9BC- PROFILE SEE SHT. 188
FOR -RAB_Y9AB- PROFILE SEE SHT. 188
FOR -Y9RPD- PROFILE SEE SHT. 192
FOR -Y9RPC- PROFILE SEE SHT. 191
FOR -Y9RPB- PROFILE SEE SHT. 190
FOR -Y9RPA- PROFILE SEE SHT. 189
FOR -Y9C- PROFILE SEE SHT. 188
FOR -Y9B- PROFILE SEE SHT. 187
FOR -Y9A- PROFILE SEE SHT. 187
FOR -L- PROFILES SEE SHTS. 129 THRU 131
PLANS
GRAPHIC SCALE
100
SEE SHTS. 2B-1 THRU 2B-3
FOR CROSS-SECTION LAYOUT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHT. 2A-6
FOR BRIDGE SKETCH-SR5- STA 21+95.00 SEE SHEET 47MATCHLINESEE SHEET 78
-SR5- STA. 38+50.00
MATCHLINE
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
TRUCK APRON
FOR ROW ACQUISITION.PARCELS #123 THRU #161 HAVE NOT BEEN RELEASED

D
A
B
C
GREU TL-3
GREU TL-3
B-77
B-77
580+00
585+00
590+00
595+00
600+00
1
0
+
0
0
15+002
0
+0
0
10
+
0010+0010+0015+00
20+00
25+00
15+00
20+00
-RAB_Y9AB-
-Y9
B-
-Y9
B--RAB_Y9BC-GREU TL-
3
TYPE-
I
I
I TYPE=I
I
ICAT-1TYPE-
I
I
I TYPE-
I
I
I
CAT-1GREU TL-
3
-Y9RPD-
-
Y9
C-
-Y9RPB-
10+00
15
+
00
20+00
25
+
00
GREU TL-3
15+0020+0025+00
-Y9RPA--Y
9R
PA
-35
+0030+0025+00
-Y9RPC-
CAT-1
SITE 35
***
**
**
**
*
(CHORD)
SEE INSET A
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
ENGLISH
SHEET 97 OF 163
PERMIT DRAWING
0
SCALE FOR INSET
50 50 100
0
SCALE
100 50 100 200
INSET A
SEE INSET A
REMOVE CB
REMOVE CB
REMOVE
REMOVE
REMOVE
REMOVE REMOVEDI
INV. OUT = 155.4’
5 SY GEOTEXTILE
1 TON CL B RIP RAP
15" RCP-III
15" CSP 2 ELBOWS
INV. OUT = 147.3’
42 SY GEOTEXTILE
16 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
15" RCP-IV
INV. IN = 151.2’
15" RCP-III
15" CSP 2 ELBOWS
2GIB-WSF
INV. OUT = 147.4’
21 SY GEOTEXTILE
7 TON CL B RIP RAP
48" RCP-IV48" RCP-IV48" RCP-IV
2GIA-WSF
2GIA-WSF
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
HW
INV. IN = 143.2’REMOVEREMOVE
REMOVE DI
REMOVE DI
REMOVE DI
P
P
P
P
P
P
P
P
INV. OUT = 155.4’
5 SY GEOTEXTILE
1 TON CL B RIP RAP 15" RCP-III
48
" RCP-
I
V4GI
INV. OUT = 140.5’
50 SY GEOTEXTILE
26 TON CL I RIP RAP
REMOVE DI
GRADE TO DRAIN
DI
15"
R
C
P-III RCP-III 15"CB-G
15" RCP-III 15"
R
C
P-II
I
CB-F
5 SY GEOTEXTILE
1 TON CL B RIP RAP
INV. OUT = 157.7’
5 SY GEOTEXTILE
1 TON CL B RIP RAP
INV. OUT = 154.5’
CB-F
CB-F
SEE DETAIL D
LATERAL BASE DITCH GRADE TO DRAI
NCB-G
CB-F
CB-F
DI
15" RCP-III
15" R
CP-II
I
RCP-III 15"
RCP-III 15"
RCP-III
15"
18" RCP-III
18" RCP-III
TB JB w/MH
INV. OUT = 153.8’
10 SY GEOTEXTILE
3 TON CL B RIP RAP
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
S
E
E DE
T
AIL BSP
E
CI
AL CUT DIT
CHSEE DETAIL B
SPECIAL CUT DITCH
18"

CB-G
DI15" RCP-III RCP-III
1
5
"
CB-F
INV. OUT = 147.4’
7 SY GEOTEXTILE
2 TON CL B RIP RAP
CB-F 15" RCP-III
5 SY GEOTEXTILE
1 TON CL B RIP RAP
INV. OUT = 159.2’
2 E
L
B
O
WS
15" CSP
SEE DETAIL AG
LATERAL RIPRAP BASE DITCH
SEE DETAIL AB
MEDIAN BASE DITCH
SEE DETAI
L ABM
EDI
AN BASE DI
TCHSEE DETAIL AB
MEDIAN BASE DITCH
REMOVE REMOVEREMOVEREMOVESEE DETAIL ACSPECIAL CUT BASE DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
R
EM
O
V
E
REMOVESEE DETAIL C
SPECIAL LATERAL BASE DITCH
CB-F15" RCP-III
DUE TO 0.4% SUPERELEVATION.
-Y9RPC-. SPREAD IS LARGE
RUNOFF BEFORE CROSSING
INLET PLACED TO CAPTURE CB-G
CB-F
15" RCP-III
15" RCP-III
15" RCP-III
CB-F
CB-G
15" RCP-III
CB-F
15" RCP-III
DUE TO 0.2% SUPERELEVATION.
-Y9RPA-. SPREAD IS LARGE
RUNOFF BEFORE CROSSING
INLET PLACED TO CAPTURE
SEE DETAIL F
SPECIAL CUT BASE DITCH
2GIB-WSF
2GIB-WSF
2GIB-WSF 2GIB-WSF
30" RCP-IV
15" RCP-IV
15" RCP-I
V
INV. IN = 151.3’
OEP
OEP
SEE DETAIL I
STANDARD BASE DITCH SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL I
STANDARD BASE DITCH
DI
24" RCP
REMOVE 10’
24" RCP
REMOVE 10’
GRADE TO DRAIN
SEE DETAIL F
SPECIAL CUT BASE DITCH
2GIB-WSF
2GIB-WSF
15" RCP-III
SEE DETAIL F
SPECIAL CUT BASE DITCH
24
" RCP-
I
V15" RCP-IV INV. IN = 152.1’
INV. OUT = 152.1’
INV. OUT = 151.75’
7 SY GEOTEXTILE
2 TON CL B RIP RAP
14 SY GEOTEXTILE
5 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF2 @ 24" RCP-IVINV. OUT = 150.3’
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVEREMOVE DI
REMOVE DI
SEE DETAIL K
LAT. V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
INV. IN = 151.0’
SEE DETAIL G
SPECIAL MEDIAN DITCH
18" RCP
REMOVE 10’
REMOVE 10’ OF 18" RCP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
W/FLOWABLE
PLUG & FILL W/
15" RCP-IV15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL I
BASE DITCHSTANDARD
18" RCP-IV
18" RCP-IV
2GIB-WSS
2GIB-WSS
30" RCP-IV
18" RCP
REMOVE 20’
18" RCP
REMOVE 40’
V10=1.64 ft/s
Q10=16.3 cfs2 @ 24" RCP-IVSEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL I
BASE DITCHSTANDA
RD
Submitted 9/2/2020
Submitted 9/2/2020
c° 0 5 10 PROJ. REFERENCE NO. SHEET NO.
Cc,D
\1 iiiiiiiiid I -5986A SECTION 3 X -23
\
1 0 1 0 130 140 10 100 90 80 0 60 50 40 30 210 1L 0 10 20 30 40 50 60 710 80 90 1 0 110 1 0 130 140 150
PERMIT DRAWING
SITE 35 L. GLI I* SHEET 98 OF 163
RKK
P: [phone]
8601 Six Forks Road, Forum 1,Suite 700
Raleigh, North Carolina 27615-3960
NC License No. F-0112
Engineers I Construction Managers I Planners I Scientists
/70 www.rkk.com - /70
Responsive People I Creative Solutions
/65 -Y9RPD- /65
Sta. 11 + 39.31
/60 /en
i 0.i025 0.02 0.02 LA J 0.02 0.02 _ 0.025 0.049
/55 5.3 0:1 5il /55
145 1 7.80 607 + 50 . 00 149.52 /45
/70 /70
/6.5 -Y9RPD- i /5.5
Sta. 11 + 89.33
/60
0.025 0.02 0.02 _ 0.02 0.02 0.025 /
I 0.066 , 60 l55
/52e22
14.5 07 + 00 . 00 148.31 /4.5
/70 - /70
_o
7, WETLAND
/65 -Y9RPD- /65
Lu
Sta. 12 + 39.40
c7 _160 _
J, 0.02 5 0.02 .02 L- 0.02 0.02 /60
0.05 I �0.070
______/-/ ________________1-________L_______-----______________----_______________________)-________ ______--____ -
- 4 ---- _ _ --
__.. - - 152.87 -
/50
/45 606 + 50 . 00 148.83 /45
Q
CO
03
LC
7
Li
0
71
3
/70 /70
0
.701 W7LAND
/6.5 -Y9RPD- 16.5
Sta. 12 + 89.54
/60 /60
-3 L 0.02 5 0.02 0.02 I 0.02 0.02 0.02 5
G ` 0.070 GG
W /.1.� a of -- - O�� 1.J.J
TT
LL
/45 606 + 00 . 00 149.35 14.5
CVo � L
0
Gf
� � 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 140 140 150

Submitted 9/2/2020
0- PROJECT REFERENCE NO. SHEET NO.
0-
PERMIT DRAWING 1-5986 49
50 25 0 50 100 ** ** •• * DENOTES MECHANIZED - SHEET 9 9 OF 163 ROADWAY DESIGN SHEET NO. HYDRAULICS
CLEARING
i_t_t_11 J .tG[T $
ENGINEER ENGINEER
SCALE // / DEN
WET LA FILL IN \'-'''''''' '
\ ce)c)÷
InI,,
r,o
v \
O
DOCUMENT NOT CONSIDERED FINAL
\(5-.'
UNLESS ALL SIGNATURES COMPLETED
o
MCINTYRE JR, DONALD M
DB 8486 PG 383
D o BK DB 298 PG 255
�, o
emu., o.;
MCINTYRE JR, DONALD M
DAWKINS, CHARLES FRANKLIN DB 8486 PG 385
S 47° 28' 33.7" W & WIFE JUANITA W BK DB 298 PG 255
DB 10083 PG 228
-Y9RPA- POT Sta. 10+00.00=
* -L- POT Sta.605+75.00 (61.0' LT)
Co SITE35 .
..
41
'I WAT 1
y I LAT. BASE DITCH •
WOODS Q
SEE DETAIL AELID
W C° 0 0 Co o o • P�•�e•.-NCE WOVEN WIRE . . �; . � •1-� _
W * ± I
A o _� ) . 0 b � k,J---.`-Q.J Ll.-' ,,--,- A° W
F PO, ,.� �o
-- ,! -- WOODS o W
+II,fN1f j/20ii Dui■ + • a•■a•. r'!": � -9.'AE —�- • _ -=ial: DEiw
T
:. irA•l��%/L//A .:iA/i//O/////// _ ----------- ------
--------- . ---- . - . . . EXISTING R/W -------------- i
i
8r1. TO P ECJIQN ---_ F ----- ------ - --------- _ . -
• • C
LU A. r' SEE DETAIL H WOODS• GREU TL-3 WOODS N '
W y /0 00 _ 8i - . - - - - - - - - W
- . . _ . _ . . _: : s: :.a: W
CO
Q N — FLU f & -ELL WI _ _ /0'BST _
CO �� _ o \ WiFLOWABLE -
Q a N• �\ — / 95 ABC 37'BST N N_ �� Q
•
0 - Q� - — tfMOV-E-2-0 n o6C3 �- Q
30" RCp 2G+�°�- &i-- _ — 6 WSN
—
,^ L I I CONC PAVED DITCH < _ tF- 0
♦ Ri i -L CONC PAVED DITC DI 1 I M+
Q ---s-F T 26,_ _L---�---Z REMOVED Z Z S T T L ___ T-- 6/0+00 N 43° 8' 33.7" E PROP.TYPE_ILRARRIER -T-----T----L---s--- L--- -L-- ---z T _T L -�---L W
Q - A 2 = REMOVE DI 15" RCR�II V - - 6�J�ee --- �� T5" RCP-IV��
REMOVE�O'
• �. —oe 3n" R� �,, REMOVE 10'lla, m* o( --2GHAFSF
- PLUG & FILL W/� � _ lg" P III N• Q
�� N WifLOWABLE \ �Ij / NBL 37'BST
r " -� _ PLUG & FILL W/ I u �y
r
.o I co10'BST W/FtHWA�i II cv
J -Y9RPD- ,o `� 'o `� N — ' F S -- ---- — CO
l0�00 I
W vi 28.57' SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH
Z _ .• (TYP) SEE DET I°PS SEE DETAIL AC
WOODS S N W> > EAISTwG Rim- �- > >E
' - s m --- > - - _ \, > > > > > > WOODS
__ ---------------------- SPECIALDITCH
_ ------
CUT BASE
____ --- . . -To CL I RIP RAP ----------------- --- ----
ci7 _--_ SEE DETAIL AC
-----------------
-wLL
V - - ---- ---------- 100 SY GEOT LE _ --------------------- - _ ealA e - _ - - .I�--- C O .
In I. 0 SPECIAL CUT BA DIT . C C__ A 6 PROP.FENCE WOVEN WIRE - A U
, SEE DETAIL Q • A 0
2 TON CL B RIP RAP .,-
±~- ± �, y A ,I,
tr m ImmI
= oo A 7 SY GE07TEXTII E _
�;�( •
800'ACCELERATION LANE �/\ .
E
�` 300 AT PER
c -Y9RPD- SC Sta. 12+00.00 _, jr
Ln TURPIN JR, CLIFTON
DB 292 P
-Y9RPD- ST Sta. 10+00.00= /
•
-L- POT Sta.608+89.30 (6/.0' RT) WAU
s
1 to
m ALLEN, BEULAH M
"s
DB 2454 PG 13
On PB 38 PG 66 MCINTYRE JR, DONALD M
DB 8486 PG 385
3 BK DB 298 PG 255
c
L
O
7lo \ \
N
E
E iP
0
00
-Y9RPD-
E
��, P/s Sta 11+33.35 P1 Sta /8+49,09
o <, es = 2° 36' 15.7" A = 32° 52' 34.4" (LT)
1- Ls = 200.00' D = 2° 36' 15.7"
LT = 133.35' L = 1,262.36'
cc
w ST = 66.68' T = 649.09'
TURPIN JR, CLIFTON L R = 2,200.00' FOR CROSS-SECTION LAYOUT RK4301
vi
DB 3462 PG 223 SE = 0.07 SEE SHTS. 2B-1 THRU 2B-3 P:(919)8789560
PB 35 PG 63
o
8601 ix Forks Road,Forum 1, uite 700
No D DS = 65 MPH Raleigh,North FOR -L- PROFILES SEE SHTS. 131 & 132 NC License No. Fr0112olina 27615 3960
�� FOR -Y9RPA- PROFILE SEE SHT. 189 Engineers I Construction Managers I Planners I Scientists
� cr FOR -Y9RPD- PROFILE SEE SHT. 192 www.rkk.com
cocLI / FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-f� Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
o-
-
PER I T DRAWING 1-5986 49
03 DENOTES MECHANIZED SHEET 100 OF 163 RAN SHEET NO.
50 25 0 50 100 ." .' . ' . CLEARING ROAENGIN ERDESIGN ENGINEERS
j • • • GLI
SCALE //F/ DENOTES FILL IN \------ \
'
/ / WETLAND
le
�\
tiO
��P
P40
\ \
DOCUMENT NOT CONSIDERED FINAL
m-,
UNLESS ALL SIGNATURES COMPLETED
o
D
`9� Q�
S 47° 28' 33.7" W
.)
`y1 •
tOam ,..-
-Y9RPA— POT Sta. 10+00.00= c-S1 \
m� 6
z. , / —L—SPOT Sta.605+75.00 (61.0' LT) ' r 150�
P . . . • .00 k SIT E 'Sze •
�y2m
T. BASE DITCH es1
I— 1 . SEE DETAIL AE •
�= WOODS
W O O p 0 0 P'•C , NCE WOVEN WIRE . . n Q
Z. r, LU
„,
W •
�, <'m ,q o � ,, �, o �tA s W
_ WOODS
F �
• W
I
�'Il�f�+fj/Iiii P.1/. i. a.� • arr a. ..a••� �/--. —
... irA���i%/L/�Ai.%ii�/�//0/////// HW �- EXISTING R/W
8:1
W Jir Saiii H GREU TL_3 -- ... .11111‘11191111, . . '! . . ---
�O OO 8/ --- 1sz.0 WOODS �� W
W _ 'ir.'
• 150 i �S i. ._i_. .-.S_ _S- -S. .Z. .Z. rs. ram. r�. •.�� �. .Z. �i ,i. .i.--Z. '•� J — s _ i. i. -i_ �Z. ...AL.. �M.. ..AL.. r�...a . A)— W
�• -
0 N \� � l0'BST a zs1 0, co
Q T '` / W/FLOWABLE in46,
. — 0
Q ` N \ \ N _ 95 SBL 37'BST N — �ie•rs�� op N •�� ■
0 �— - ���tfMOVE-20 n o �- -
_ _ —�6+Asf o 0
Dimmi
I� 30I, RCp - 6 WS— NE= -Gt F'- 0
—Lo _ - I CONC PAVED DITCH I I I I —L- CONC PAVED DITC i
L---S— n-- z---s---z MO1VE D
11 I •
0 i s---s--- L---s----L --s- NPROP.TYPPPP�I`LBARRIER _-LIt_s__�zs1�_ _ �- -- � �/1� - - - _s__ Tl— - ! r --s--°'' L �_ 0
-- --t3' REIV�OVE D --_-- f�i-- I T �- -- -��r — ��
0 - R —2GIA TSmRCP IV --
• �--ter
REMOVE 10'1 i- - 0
PLUG & FILL W/ `,�\ —�- RLP I1Q
11- N WiFLOWABLE _ `M = • -
ll PLUG & FILL W/ v Ism
N II ~ —
I _ _ �I- Ise R _� 150 150 - 15`y —— — CO
150,E
148.0
•rZ-
28.57' SPEC!'L CUT BASE DITC �-es1 IMP 111111. III 146.0
.a.,___.,.. . — --' '--� -ram
WE
��� 'EC • -, B. , .41 esi . T T T TT T i - _ 1
Z WOODS ����• (TYP) DETY�4IO�S SEE DETh IL AC WOODS - --sa����. aa�. W
n
W00 — Z
ee _ r, "tea s - � > > > ( 'm >
cp I —a-. I
� �` --- - - T SPECIAL CUT BASE DITCH 1 hry —__ __—_— 4
`sr _ - _ -- • To CL I R ' RAP ---- ----- SEE DETAILAC— j J C ape' J
•
V C ------ - - s ------------ --- 100 SY GEOT ► CO _ f _ �� ��IIK C �szOJ _
cn c SPECIAL CUT BA • T` & C Q �''-` A PROP.FEN� .vEN WIRE • �_ e - - _� o� V
TON CL B RIP RAP
SEE DETAIL = A -____ -------*----
I
COtr
oo A0 �?B 7 SY GE07TEXTII E _ � .i o _
/
. c-3";'- V' (
r ,50 :s ACCELERATION LANE / " AT PER
Lo
22 —Y9RPD— SC Sta. /2+00.00 / '� ± —
KC
N aco
a r
.� �. 6 LID
14e.0 m •
vB
—Y9RPD— ST Sta. 10+00.00= /
—L— POT Sta.608+89.30 (61.0' RT) WAU '
s
by
\ O.
(I) 6 n
/ ' 1 Li, v'
m LP_
c"
/
o
7
C
3
r0
L
O
710 \ \
N
E
E iP
0
00
—Y9RPD—
��' Pls Sta 11+33.35 PI Sta 18+49.09
Lii
es = 2° 36, 15.7" A = 32° 52' 34.4" (LT
D = 2° 36' /5.7"
Ls = 200.00'
LT = 133.35' L = 1,262.36'
cc
Lii ST = 66.68' T = 649.09' WOK
,,,_
R = 2,200.00' FOR CROSS—SECTION LAYOUT
SE = 0.07 SEE SHTS. 2B-1 THRU 2B-3 P:(9198601 i Forks Road,
o� DS = 65 MPH RaleighlXNorth Carolina 27615 960 700
o FOR —L— PROFILES SEE SHTS. 131 & 132 NC License No.F 0112
�� FOR —Y9RPA— PROFILE SEE SHT. 189 Engineers I Construction Managers I Planners I Scientists
�_ FOR —Y9RPD— PROFILE SEE SHT. 192 www.rkk.com
coCC� �/ FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
I - PROJECT REFERENCE NO. SHEET NO.
tT
/-5986A
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I I
SITE 35
STA608 + 65
. 608 + 65 PEpRAwiNG1
' HEEA OF 163
I I I I
STA. 608 + 61 .0 —Ls
SKEW 9O
G L
Ti
160 160
b.04°' EXISTING
--------- ----___ _ GROUND
2 (@ 48" RCP IV
150 f 150
NWS — 147.50' V
S = 0.3%
PRQ'OSED E VATION = 146.6
140 PROPOSED ELEVATION = 147.3' 140
130 130
C
01
Lc)
CD
w
H-
rH^
V J
o_
120 120
4)
E
L
Q
I
L - - - - - - -
I
oo
CO
C
U
U)
2@48 " RCP-IV
@
L
(not buried)
(length = 229'
(x)
Ritgefr
ci_
P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
Raleigh,North Carolina 27615-3960
NO c+ NC License No.F-0112
L
—o] I Engineers I Construction Managers Planners I Scientists
c=)_ 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
moo
o2C-0 Responsive People I Creative Solutions

Submitted 9/2/2020
co 0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
c,D
C\ liliiiiild I -5986A SECTION 3 X -28
/5.5 10 1 0 130 140 1 0 100 90 80 70 do 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 /55
/50 6°I 0 025 9:02 L- 0.02 0.02 0.025
1 - r
14.5 146.40 - - __�__- I - 145
/40 620 + 50 . 00 144.81 /40
Li___ PERMIT DRAWING
SITE 36
SHEET OF1&3
/60 /60
GLI 4.41
/55 /55
0.025 0.02 0.02 i 1 _- 0_02 -__--- 0.02 0.025 0.0 5
---- 149.26 6/
/45 /47.43 - "_________________ -5����dr .1 ------------------- /45
620 + 00 . 00 144.88
/40 /40
160 /60
/55 /55
/50 6vI 0.0250.02 0.02 1 ______J___ 0.02 0.02 0.045 0.02
---- ----------------- -------- ------------
149
o/
145 /47.54 ------------- /45
619 + 50 . 00 144.96
/40 /40
/F0 - _ L /60
/55 /55
0.025 0.02 0.02 }\____ 0.02 0.02 0.025 0.0251
/5n --1_________________ ________ ________-�---- 6°/ 6°I -- ------- --T---------_ ______------------- ---------------- -+-----------
/.50
- - 149°46
- ---------------------
l45 /47°69 --- 3:1 /45
619 + 00 . 00 1 5.03
140 /40
0-1
icp WETLAND
121- 160 /60
3 /5.5 /55
L
Q 0.02 0.02
L 0.025 L0.0 0.02 0.025 0.025 i
co 145 /4734 /49.5/ _ -- -------------- '��1//�1 ---------------------------------14.5
Lc 618 + 50 . 00 145.11 3
7
Li
E
3 WETLAND
ns-
z -Noll
j /60 160
E
0 /55 /55
0.025 0.02 .02 i Ai 0.02 0.02 5 0.025
1.50 6°/ 6°I ------------ ---------- ----------------------- ___-------------------------------- --___ ---___ 1LL /min
/45 /47.99 - ____--------'- ///// 3:�
Lii RK ft
618 + 00 . 00 8P 01(9 Si Forks 60
145.18
8601 Six Forks Road, Forum 1,Suite 700
- Raleigh, North Carolina 27615-3960
o NC License No. F-0112
o Engineers I Construction Managers I Planners I Scientists
oT www.rkk.com
� _ 150 121,0 130 140 110 100 90 80 70 610 50 40 30 2I0 10 10 20 30 40 50 60 70 80 90 100 110 Responsive People I Creative Solutions

Submitted 9/2/2020
1 I, lr lr " ' PROJECT REFERENCE NO. SHEET NO.
�� �� l�z���� V PERMIT DRAWING I-5986A 50
- EXISTING R/W .0�s
co * * \� \/ - �,� _......._____
nI y y SH E ET 1 02 O 1 6 3 ROADWAY D SIGN EET NO. HYDRAULICS
____ * * * . .* ** * * F * * * * * * ** * * * * * - - S,
v* '�'V ` T * T F ENGINEER ENGINEER
��1r atii egite-Ir,-0%r-r"',.t__;- - - - - -- •�,. -;" % //,.�r.�!/%0/fir%30!/,�1//% ' /r,ir,
rrrrrrrr'"worri ;irlii►Thle'4F gier - -► ► , rrrrrrrr r. ir. twoar..rir i ve.vo ,iri► of►��,�order arri.iosoe,►rrro•rr► do - goo
♦�r,�►,rr��`��, �,.�r+i��r�r.�i,�rr�r�rr►�r.�irr�r.� .�r.��.� ..�r� �. � � �- •� � I gr.�rr►.rrri�r-,� .� r y\� , �, r�-rtafrAw, - err- rr ' ►•►r. ., r , r ,�., ,rrr. r �►�� ►� .� �,��rr► .r. �r�rrr��rr� F
P �� • i ► .
•
.41 ;IT r,_ _
A•O •0 I f
�,*\\, REMOVE JB o�
ti
I N S ET A4,If
Q DOCUMENT NOT CONSIDERED FINAL
P UNLESS ALL SIGNATURES COMPLETED
22�p0 39/
Zp�a
.
D6o
.cp
W D
� � Z
Z E 'i
, SITE 37 N _5,0. so
/ s 6: ..
J`.0 3 0
/ `/ ±-1 \ \ ��.. w? WOODS • \ 2�c
/ ± �i J.- 5A W
Q10=20.59 cfs / `� �i S12 ± �\ N� V10=1.33 ft's WOODS •
, �,.
V10=1.68 Ws / \A/ \/.j \ •..•• •. . 1
\ .
1— — INV. OUT = 145.8' C PROP.WOVEN WIRE FENCE ✓`� x \
W O O O Co _� W
0 0 • LI
• SPECIALSEEAT.DETAILE DITCH 3 TON CL B RIP RAP INV. IN = 1.8 \ �\9� m SPECIAL LAT. V DITC.
-.1---1d61
C 10 SY GEOTEXTILE PIPE IN = 140.8' /" `� ± ± m I
•CO C ----- • ---- ___C - — _ SEE DETAIL A •
r.
_______—_-..— am-all\\IMIKIM. gel: .
WOODS --- --- -- -- IM/lililll/ll,,"11%/%�I//I/rr► 'c -**--- ----*F -- —1. - � •rr/�r//a1u►o1!/�L/Gii//Ie//%1o�/[rrM,•_ - - -- - - - _ 7 t - ---
/llagliti irmr •//rdeori llilll e ' emot2/.//2l/l2omirld//5/// /r itimmemormismt/2/lr///rootror1/peolie/l :'':�lr� i/1/�aroornolverrr� o% 119 -
W O'`*1'�1 y� �•/l/er31e►,!r/rreMMIIrd.liNI lrer0/►011MgrGlrerilles1I./G1lrn,4111 r • n�/llell�r W
SPECIAL CUT DITCH F n��/ �n/rlr_,_ ,1 - _ _ _
P ; �►�/' .. ���,� , ►'' F F SPECIAL CUT DITCH
WCO SEE DETAIL B .' io" �.. r� - Lill
�cc� _ SEE DETAIL B
SEE INSET A
6-1.11111—milliit
0o O —s v a v :.tea}1�. :.mot. co
LF REMOVE JB
REMOVE Jr�'
RCN °
0 7- - — m 9'BST O
0 - PLUG-&-FILL W/ - --- LI •
-
0 - _ e q/ i WiFLOWABLE - -95 SBL 37'BST i OWABLrE 0
Q -2GI-WSF 36" RCP ^-i' - 0
2-GI-WSF 2GI-WS-F- _ 625+00--- 2GIA WSF -\II 10' _ 630+00 _ +
+ 15" RCP-IV 15" RCP-IV CONC P D DITCH pl 15" RCP-IV P 15 RCP-IV 2GI-WSF
-T- 15" RCP-IVT----T- --s----T----L---�-6G6f/00 T-- - _ T_ _1"_--L i s L s T _ a DI _ - - RCP-IV 5 BST
OP" 15" 3 '
_ T5 1 Cl�IV— ---- REMOVE DI 15" RCP—IV — 312-$ 1-E=----T---L
CD 2GI-WSF- s
REMOVE DI r----s__I_ --L---s T z---L---s----z CO
- 2CI WSF �-+-
15" RC'P-IV -.3 'BST
■ T REMOVE 10' 2GI-WSF
11 30-RCP _ Q
Q — 1-95 4/BL 37'BST -- �3a 11
co _- -
- --- --- - :6-
C„��j� PLUG & FILL W/ /''
- i v/1 •G _ l0'BST1J • 11.M1 1'� J1 _ TOEPROTECTIOW SPECIAL CUT BASE DITCH ii� ,� - \.
SPECIAL CUT BASE DITCH l J `oy ' / Hp: 1 + W/ )���/G//lG/ dl1A//�11/ ��i� r11/II/i!///i1lIQlI/l ////// _ — — \
III/ll./I!SiQIIf7le Z
SEES SAC i _ SEE DETAIL AC a �� E rrre�/ivan
Z —'— -- _ ---_ — > > > f itSTIN`- -'' > ( � Ay 'i' � —_ �� ODDS . WW VI�ISBW ,i
J * -------- -----------C-------------------- > > i\ -cam►� � yl� ? /�/// � -------,�-- c J
_ � A_ ��'�" „ �i 38 TO�1 CL I °IP RAP r" �`9"'I I
C - SPECIAL ,TB' e�,TCH� ± 78 ,$Y GEOTIXTILE V10=1.33 ft/s r 1
U1i O O O O ei O SEE Ii ETA�L AD 1 �i _ F� _ e v
Q \ `� A PROP.WOVEN WIRE FENCE Q70—ArT: cfs / `� /`�� -� SPECIAL CUT DITCH\ WAIJ EXISTING ' oCH RUNS o V10=1. 5 fcfs SEE INSET B
�/ - BETWEEN 0.1/o TO 0.2/0 9 / �/ ± ± / SEE DETAIL B
±i X
\ DITCH TIES INTO WETLAND AND / INV. OUT = 141.56' SP LAT. V DI`� LOW POINT OF EXISTING GROUND - - - - - -wee- WAV �i / PIPE OUT = 140.56' EE DE ' A
I'- lM- i ± ± ' ± / •
L(1 y N
mmI SI T E 36 SI—i
.„
7,1 ,
SITE 37
I D
L
COKE cP_��
D �
ti
U
m
CID
INSETB
n
r4116
_ IVt :::_ril_61
t�. IIV
o—it;____.-.-.
:Iiirtli;r6 <<; //r��/�rrrrrrr��
1cn'- 25 25 50 ,x,./ � DENOTES TEMPORARY S \
0111‘ik,:"1"")6117-7:6.71.,24:1;;;;11.4:67111"Wg.glif
�� IMPACTS IN SURFACE WATER / ,�i 1 Ivi,
\ 'r I I 141 rie,;re*
LuE
-q11111444144...
w ituutO
j' FILL IN
- ��;�
� . y 38 TON CL I I
SCALE FOR INSETG / DENOTES IMPACTS IN . \ \� Rifkft
�I / SURFACE WATER �TB ►►ETCH 7g Y E P:[phone]
0 �/ j/// \/ V 7 OTI 8601 Six Forks Road,Forum 1,Suite 700
DENOTES MECHANIZED -; DET/ AD \/ Raleigh,North Carolina 27615-3960
cv 0 J�0 25 0 50 100 .� * * * CLEARING NC License No.F 0112
�� it'll F DENOTES FILL IN Engineers I Construction Managers I Planners I Scientists
ALE �/� WETLAND FOR -L- PROFILES SEE SHTS. 132 & 133 www.rkk.com
/� SC FOR DITCH DETAILS SEE SHTS. 2 D-5 THRU 2 D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
IF lr e lrorr"- :,
i'AL PROJECT REFERENCE NO. SHEET NO.
/ �o
m��s es
R �/292 62, ' PERMIT DRAWING I-5986A 50
EXISTING R/W `0 k-,
03 _ R/W SHEET NO.
* * NipriiiioN
1:-.., SHEET 103 OF 163 ROADWAY DESIGN HYDRAULICS
�� ► v '�V T ENGINEER ENGINEER
���! �, * * * * *k _ .*k ** * * F — �k * * * * ** * * *-* * - _ _
is��:���-rJl��►1rr�r ::- __ _ - - -- - - - - - - - - - - - - - --- - ---- -' _ _-'��.. -,--- , ,- -•.r,.4rr�oti`�rraprr►�►�t1ir-
/�/r�����i►.�//� ..,a1. ;/L/�►' ►. ► - I� ,-A . r ado I�ro/rr►iog0rri 6♦ //////////� ,.I/r,/.//1/.//`/.//��Lly./%//►rr1�/1�. .1�%ii.���/�%/r1r/a/�./!�%/%/%//1,%//�/%//I'/./.r,/%r'/./%,//E%1�//�/T�./�►,/�i �;./►.1��%/.//r/r � ��
�.�,�� r �,� r{r-rr -rid ,v v ,- rr � ��rr,�rr:+ ���rrrr.�ri,,rrr,�rrrr . �► � I • r,rrr.�rr►. .� A_______---ci—:„--7-- ------ ___ Am 407410AllirdirAire tilippPr .� F
:rr...fr --,ir
ot ,- „-v_ko -"71'"...:OW•MIWAMMEr AW AW °A Alr ANIFIFAMINIKarlor.=--..0411111rAllin fitirMargrim.1111PAIIPAridirAlp
,( � 4 �,et
Qti IrOi I °
: MOVE JB
\r ÷1.-
I N S El A
Q DOCUMENT NOT CONSIDERED FINAL
P UNLESS ALL SIGNATURES COMPLETED
\ c22•p0 39/
ZpZ a
Z
D6o
� D
7Z2=Z8 29 �,� t s
��\\Z-(5,
SITE 3 7 ,N 3ppa�, . .
/ ���• o
0 .
�J o ,�
.. 40, ,.,,,, „..,c
..., 2 N \
/Ilk. m - \ �" ' : `. 1- 0,,,,, 'vim . .
p,w'�-�.
• •
Q10-20.'• cfs / �i V S 12 . PAMI111044. 7-'- '4\/
pi jafr".
s3m WOODS
ht ,........57: ,?_,
• .
.. . .. \
gi. \ ,i.
aKO
\ ..
m \
Q
cAL e INV. OUT = A0 PR0P.W0VEN WIRE F OE O .±_ —± ` Q o� IL likia
W : \t omCO" UJ
�. �' W
SP IAL T. BASE DITCH 3 TON CL B RIP P `� �� m x'
NV. IN = 1 � . o ro �L SPECIAL LAT. V DITG. ��
DETAIL C 10 SY GEOTEXT E 'IPE I = 140
v/ C------------------------___----_______---
--wimpy---C —� is`-: �� m�m4.., (1)
- _ _ — SEE DETAIL A . --- . _
on ��� �r��?�f_\V____���`_ - -_-
WOODS - _-- -- --- rir1i11rarrur►,rii,i/it► * * *'* * * ** * *F * * * * * ** * * * * �" :rr/�ni/rrrr�rlae - - - - ----- -- .
` /I//Li11/rC�rr4/I/% I r /rr../rr..rr/� i i . r i ► i i r r � !V►l��r7.i _ - <
drop4._. CUT DITCH F — �...e• 11,1//AI/i11I ,,, ,r�M��r1:r11r11r1/.11[I/ri/IL7r1/�111i11�irr./A/ri111i1/r�r�r�1'r./Ir//II�/%Ir/d/1 /r1//�r►/l��/ . .1/1�■11:doir0,,IrdnetroginII►,/It!�/II�r1/i�19 <W . ' `'"+r.irriy► j'�� I�1// IIIcr31cQ %// //rf2/11/ Ir/H/► //`r�G7/ /1�.�ii/..Ir�r1_ir/ W.. SEE.DETAIL B ■9 6 Rpm��0 �III�' ►�I�, ` ��� �/1 �� �� �L�� � — TAIL TCH SPEC!' C
��� �� SEE DETAIL B W
- _ ! SEE INSET A � . s . . s . . = s s: _s:
ee>I �_ - 0•9s1 \\` : OVE JB ��
O —�esl NI n REMOVE Jr 0-' _ _ C i 3g O
O i // — m j _ 9'BST 0
•
t PLUG FILL Wes— — — �1 • . I • - •
-
O _ _ OVE-1 -/// W/FLOWABLE --- /-y� Jtt�-f7'BSr o W W/FLOWABLE as1 ._� O
2GI-WSF- 36" RCP i 2CI-WS-F-- 625+00- 2GIA WSF I� O
15 RCP-IV w
M -RAP-IV •1 -An D DI` H //DI 1se— 15„ RCP-IV Ise -• �--
W .,.. r� I - 5 BST
DI 15 I
-T 15" R-cf_iV.T---L--- ___°IL---.---_L_6G6F w _ __ 2GI-WSF
3 '0 5 RCP IV " RCP V M
r^ -- L---s— L L 1 T_ S T S _ e Z !^
�i/ 2GI-WS1= •_—.,.I— asl - ----L---S-- `7.� .�.J./ I� M� L L --L---Z--- ----L--_jr----I----L---1 T L---L--- ----Z �i/
- ' REMOVE DI f5^�L�p _s=' _
- 2CI WSF -
REMOVE DI - L T = 75" RCP-IV 3.5'BST
•
•
Q _ - I 30-RCP �� sF Q
���NRL 37'RST � 13e�-r1
HIse - ,sue- - �-- Ise Q na � PLUG & FILL W/ `---150
l------ --- --- G I; l0'BST
1 - ws.e-
JMI
. r. . .------ - --- -'�:- _ >�_ ".-a.-_ SPEC •L CUT BASE DI I Ch it/r1.!r0Inc/da/r./n!J r I,
�✓ r. T '��?� f:-_ • ���.— �-� �.L .L Jam` ►V .V -V_�V J.-��. J �I■.R i jr� earl
W S1"A.
PECIAL QC�1T BASE DITCH 09.1 - Irfy%.I r,rrrnr �rr11n _
Ir1'u r,IruJ.//IIlIIIiIJI1G W
_ ' SEE DETAIL AC i - SEE A e a>i • i ` r • r►ur.►rc�evrolnrrr_,�iirr/rr■ t
Z --- - > > �JRSTw > • �� �� e• Ar`-r_` OOD$ ;/'• WW �V�I/ISBW
------- �_ ��'�.: , TOM CL I RIP P Vie • r=I:�fi9"tS
\ wry' L. S ET• AD TCH� 8 �Y GEOTEXTI E ✓ V10=1.33 ft/s 6 (.1)
\ �m A 1$o e PROP. E FENCES = / 1 .' )),± "^0 e _
WAU Lam` e e art cfs `� /� � SPECIAL CUT DITCH
\ EXISTING r CH RUNS / * �, �, / SE : INSET B SEE DETAIL B Q
z Q / ±\ - BETWEEN 0.1% TO 0.2°� V10=1.95 ft/s IN • T = 141.56' SP LAT. V DI
�_-_ �i 1 CH INTO WETLAND AND
`� \ m LO POINT STIN GROUND - - - -wLB- `/ WAV i, 7 , r PI' OUT = 140.56' EE DE • A
c� a
1 •
--- ;-
- SITE 36 0 uCO
SI—i
-0 \ <5, SITE 3 7
_, 3, -,‘3,
KC
LO
CO
LID __‘.1)62_1 \LA'
D �
D CI
E
0
ti
0
CO
o
C
3 INSETB
r0
--e- --
ivoup .
s_
.h... /1111M7.--. .."....,4......"___. ... . ii _ __ _ , . dew AlIkilltrj 1,46-1,
E \ , _ _ NI►. A/_M� _ , I I ,
o `er - /L/ K I�! � � ��Il1r0 /I��,%� ;
s_ \ \ •
' AO 7,i/WI r * * c*.,?1
41:-.41drieri ivAl . UULJD
cn 2cJ 0 25 rJo initapti ,
DENOTES TEMPORARY
//i�� '/. IMPACTS IN SURFACE WATER `, �,
iiiii
DENOTES TEMPORARY ��
LL,w " " /' FILL IN WETLAND :' �� -
���� Aar
TON CL I I
SCALE FOR INSET / DENOTES IMPACTS IN \ WO(
G\ii,„_1-1 //� SURFACE WATER kT 1 ►1 TCH 8 Y GEOTIP:[phone]
�/ 8601 Six Forks Road,Forum 1,Suite 700
o
o 50 25 0 50 100 ** ** * * * DENOTES MECHANIZED �ETA�,L AD V \ A \/ Raleigh,North Carolina276153960
cv 0 * * * * CLEARING / NC License No.F 0112
�� ` ' " Engineers I Construction Managers I Planners I Scientists
1111111
�/F� WETLAND DENOTES FILL IN FOR -L- PROFILES SEE SHTS. 132 & 133 www.rkk.com
�/ AL
� SCALE
FOR DITCH DETAILS SEE SHTS. 2 D-5 THRU 2 D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
I I
PROJECT REFERENCE NO. SHEET NO.
H /-5986A
I I I I
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I
t SITE 37
1
1 I_14_ 4 . 626 + 0 00
PE IN.GHH
. . .
SHEETTOFsFi63
I , I 1 I I I I
. . . .
I I , 1
i� GLI ►
, ,I
170 170
c -L- STA. 626 + 00 _
SKEW- 66"
160 — 160
ii i
• .
ig- ow
(%) r150 O _, --- ___— 150
�. 72" RCP—IV \H: 72" RCP—IV '''\, r
i ii N
NWS = 142 .00' 7 \
EXISTING
—=--- — ti--- _� GROUND
140 140
S = 0.11% S = 0.11 %
PROPOSED 7.7 PROPOSED PROPOSED
1 .
w ELEVATION — 140.80' ELEVATION = 140.69' DROP INLET PROPOSED
1—
EA ELEVATION — 140.56'
J
W 130 130
f)
1 I I
E
L
Q
1
- - - - - -
1
Q
CO
CO
1
cp
o1
C
3
L
O C t t t t t t
(burie4l. O '))
P
E
L (totailength2O6 '
c
w
,_
cc
up RK0 f
,_
(r) P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO 1 NC License No. F-0112
L
�� u1 Engineers I Construction Managers I Planners I Scientists
�_a) 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
coCCl_ Responsive People 1 Creative Solutions

Submitted 9/2/2020
�° 0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
C\ I -5986A SECTION 3 X -31
10 1 0 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 710 0 90 100 110 120 130 140 150
SITE 37
PERMIT DRAWING
SHEET 105 OF 163
IA. GLI 1
160 /60
/55 _
-
150 6:1 0.02 5 0.02 0.02 /
I _ 0.02 0.02 0.0�5 55
/4.5 148°45 _ -- -- 14.5
146.48 145.30
628 + 50 . 00
/60 /60
/55
0.025 0..P ' .02A 0.02 0.02 /55
/50 6°I i 0.025
/45 146.33 ----------------"""" '. 38 \-''------------------------ 11 /45
145.11
/40 : I i i I 140
/60 /60
155 _ /55
°I i 0.02 5 0.02 0.02A i 0.02 0.02 _ 0.02 5 5°
I
6°---------------- --- -----___________-- - l48°32 - '---� ---------------------------------r4.5
' 146.18 -
/40 627 + 50 . 00 /40
E
-
rn
W
(7131 -160 WETLAND /60
/55 /55
0.025 0.0O2 0.02 iA I 0.02 0.02 0.02 5
I-------------------------------------------------- - 025
146.02---------------------- 148.10 ---_ ----- ------------ -----------145
co 140l40
cr
Lc
71
627 +100. 00
Li
c
ns-
WETLAND
-1'1,, 16n 1 WETLAND
WET N D /60
E
/55 I /55
0 025 0.02 0.02 0.02 0.02
L _A 0.0 5 i
w /5n q of -__ - MEV .__----- --- 3 15n
l48°02 --
LLi
P: [phone]
i 8601 Six Forks Road, Forum 1,Suite 700
/40 626 + 50 . 00 Raleigh, North Carolina 27615-3960
o NC License No. F-0112
o L
Engineers I Construction Managers I Planners I Scientists
off_ a) I www.rkk.com
_ 150 1 0 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 0 80 90 111)0 110 Responsive People I Creative Solutions

Submitted 9/2/2020
\ PROJECT REFERENCE NO. SHEET NO.
I-5986A 5/
co j DLNONEWETLAPODARY RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
50 25 50 100ilill
(v- ENGINEER ENGINEER
S
SCALE
0_ ____\\ :°'!--f- -i---c5--
,„ Al
\ �;�
\ til\ A
• ?Q DOCUMENT NOT CONSIDERED FINAL
\ \ ot 0''
\ 6o° c°c UNLESS ALL SIGNATURES COMPLETED
. \ ,I, OC° /
c;\ _ \..A\ .,?.,
000° i
"-PA `/L% 131 V 1 \
PERMIT DRAWING
` \"-9��� - SHEET 106 OF 163
....„--- ......„-- \* \--r‘ \ IX 0 0 \
------- \R \\ --t
* 0 \II\ 0/ \ \ „-
Nit
\ g S O iL - o
is o \, _.),,,,
8 /
\-17. � -
�e
\ $soil - BEGIN CONSTRUCT ION /
* 7 ( \Ty, —Y2/— Sto°/3+55.00
\ /
\m`r2k BEGIN GRADE
o \ —Y2/— POC Sto.l4+05.00 -' \
' 0 ''s \ \ �o��s
c(?( 0\ \ _c -1, t N
\\ '' In
\ `40
LO -,, . 0\ c\ '-
W c\\\► P C C� U)
,o AE
CO � . 6 W
tiip
E _--I'_� TERAL BASE DITCH WW ` `` SPFClqt�curb- UE .�t -E SEE DETAIL D R'
• P E t V)
W �'s� /sx r .. SFE SET ITC< A E C jE g/� �Wi�
CO coos 2 w '�c��, 00 \ `+ . . B �: I CArAWAPW. d�---'" Q
�— NE-° ,� :,' i.� _ 15" Em.�rdwa. m .��y ���. .� � . ����
Q w o �� & -Ilk S,oFC/q SPECIAL CUT DITCH
• NP���` ____ _ _ ___- F Q
Q •
i0 -,\ se! cut SEE DETAIL B �___- ----
r LI ,,\ oFr-ia e�T y �� = �� �„ F 20+00 :n . . 'L +
O
Q o ,, I T I T I N 43°28' 33.7„ E 1 T - ,-r- I N
el iv
%- $f=-4.: _______, I 11'.11 f f I V 2 CD
0- __ P'OP.WOVEN WIRE FENCE LEITHA�� /7.5'BST
Q ` -ES_=148_8" X X f X' X X X fROP C ENCF X X X O - - _ __ �� �-
WOODS t - ------ 48CWW W/15.aW ------------------------- 48' W W `�-� _ . . - . . - . . - >
■ SPECIAL CUT DI MEDWAIC4Dq3ASE DITCH �M T BASED CH X ' I .
a ,- _1 . SEE DES' B GREU TL-3 T. . . a 4GI MEDIAN ED TAIL AB CO
UUI
al
J / W
t i-95 SBL 37'DST
0_ W 1 N _ 2GI-WSF _ 2GI-WSF J
m Z b 15" RCP-IV 15" RCP IV r
l I I I I I I
Di
-� ---Z-----L--- ----L--- ----L N 43° 28' 33.7E 640+00
Q I 2GI-WSF 2GIA-WSF REMOVE 10'OF 18" RCP i-
- II'
L' 1-95 NBL 37'BST b PLUG & FILL W/—
ce W/FLOWABLE III
j
C 1.....11."M" c., 11
X BROKEN
0 IIIIIIIIII
+� SPECIAL CUT DITCH
U SPECIAL CUT DITCH GREU TL-3
SEE DETAIL B SPECIAL CUT BASE DITCH
> SEE DETAIL B •
cn � > SEE DETAIL F _
m _--- ---- ----48"WW W/ISBW -. - 4 -r X. II- 48" is -- .. - --- F
LATERAL BASE
— — F 5 T0N ZLP B R1F fa — — — — rt - - o SEE DE
P O — O A is WOODS
7 R _ ^ s " 0 0 14 SY GEOTEXTILE 0 R A �� QO \ O C
_ \ PROP.FENCE WOVEN WIRE w \ ,� \ A /
/ m \ PUE PUE ,f; RIC PUE Q10— cfs 7To, .
/
<i c /
/ Q— PUE\ m () \
-13 2 PUE PUE PUE FA
V =1.40 ft/sE ` SET A± — — �4`
5:\
\ \±
E
VA9,1 \ SITE 3 8
m WAX
0 c Iiio I NSET A
(--L2-2._____ci_.1_-_)__ ____ ±
cip ___---
50�� 7 , 1 ± ±
0y_ _ - - -,..nr-
ATERAL BASE ' ITCH
w SEED �vA •
c\, \
ETwr , RK (
0 ' A FOR CROSS-SECTION LAYOUT g6091 Si
x Road,Forum 1,Suite 700
o c SEE SHT. 2 B-4 Raleigh,North Carolina 27615-3960
(NJr0 O FOR -L- PROFILES SEE SHTS. NC License No. F-0112
133 & 134
oN� Engineers Construction Managers Planners Scientists
- FOR -Y21- PROFILE SEE SHT. 195c\J WWW,rkk.com
caLu \ j FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
0'0-, \ \ PROJECT REFERENCE NO. SHEET NO.
I-5986A 5/
03 DENOTES TEMPORARY R/W SHEET NO.
50 25 0 50 100 //� FILL IN WETLAND ROADWAY DESIGN HYDRAULICS
j •
" GLI
ENGINEER ENGINEER
SCALE
IIo :I$„- �R :let
A ' \ . cc,
�/�AO \ ,'.=-' ,\4
o \ \ 0''
O. • 6,g:
y'
i \
\ 1e m ,� =Q
Ba, 6Q�Q� DOCUMENT NOT CONSIDERED FINAL
�� UNLESS ALL SIGNATURES COMPLETED
. , \3-05O \\\\ \ PERMIT DRAWING
._--:G-B \\\.___-\..?:, � ., �� SHEET 107 OF 163
,, , y
.._ .._ ,,------ /
___ ,.._
__„...- ___,..... \* \--c,— \ 0 \
,,,---- -\ \ 4. 0
-c‘
* 3 \ n s
X \� s ol� o
101 68\ \Vr,\
----\ \ \ -v- 0
- .
0 / ' `,,/, -7.;_ \ --'\\ 0 0 es__ _9_,___,::::_, V
* �e $: oil __- BEGIN CONSTRUCTION /
* 7 —Y2I— Sto./3+55.00
* ' \T,o \c'A Os; ' ,8e BEGIN GRADE +
\ \ �;. Y2/ POC Sto.I4 05.00
i'\ \ `.
'SOIL -\ ooIP
s
14L
O r o \---C -N• WI"- \ ` W
W
W T)
P _ C C •dam/ n ..
_ N A
CO tif:
:ik
• —_5 E UJ
P� _ VLD
• FCIA� �� PUE .�� E E ...,,, . /� t
UJ
• . \116. -fr 'j xo - - c c iw-y_dm is 1 1 mmm•II-P.V%ea
wig c , A 11,rvA.111 I PW-Ita WA EWA I PA ri II I ra%AV"I VA I FA rA gra PM rt CM I 0
4:5, it;' ,
O w o C\\\� Sp
> SPECIAL CUT DITCH
O •
ELI SFF C�/T \ SEE DETAIL B ---- F -- • F O
0 •• ':,M t fa_ OFTq/C g7TcN —r_ - F 20+00 - -�.i O
0 Qi \ - --- . M. M. M. M. . . N
O $gc-6 \� I 1 I �� - <I�mir— I T — — IO's>1 —
CO• \
M \ >, _ _:-"--_______-________ ith..,,.2_41 : f I V 2
`�_� _ P'OP.WOVEN WIRE FENCE _ LEITHA�� /7.5'BST
I
X X X X X ie 7C RL/F-4/-J -- ENCF X n�X X �� � �:w - -_��� ,�.- r�i.� �- -�_ �L WVT -�. XVP �' ' •i-III
WOODS t ---- _WW_W/ �W --- ------------ -- ---- _ -�r� `L•a771J♦11r -,,,�.� . D - - > Y,9ar41 �3� :t�i:.`'H ♦ ..
• WJ SPECIAL CUT DI ' MEDWAI� %ASE DITCH „6.0 'i D 1� *�`".'
c Q ;- � _1 SEE DEL• B GREU TL-3 \J ._ = air l; ' 4GI SEE DETAIL AB
CPII
z
0 O'8V1 J
O'8e1
t I as, i-95 SBL 37'DST W
Z
W N _ 2GI-WSF 2GI-WSF
.r Z o 15 RCP-IV 15 RCP-IV VMS1 I i i_
pi 45 28'337-E --- ---- REMOVE 10'OF 18" RCP G4O-+OQ . =-- - E-�t 0
<I I _ 2GI-WSF 2GIA-WSFLO -
CO 0co
-
�v,e - I-95 NBL 3�'BST U PLUG & FILL W/—. 1,
'N ce W/FLOWABLE I-
C 2 ` us.e \
Hi') - . PE L CUT HITCH 0'861- - 'T Y U U 0- r1�� 1
0 SEE DETAIL B 0 SPECIAL CUT DITCH GREU TL-3
1) 1 SPECIAL CU DITC
Cr) ` t > SEE DETAIL B _
> > SEE Wall F _ _ LATERAL--------------
m --------- X X ----48"WW W/ISBW .. _ -r X. 48 SBW.. --- .a _ -----
-�C- ' X X X ,�iej `_�_ ___________ X X >< -4E --- `�iiitt six ter LA RAL BASE
-w�� — — — — — — — — A * cr WOODS SEE DE ��
` ��� F N ZL EXT RE R — o _ 0
R - ,� `r \ e e 14 SY GEOTEXTILE o Q ' \
- oVW PROP.FENCE WOVEN WIRE ,� O ' \'
m 0 3 e.i* R I C PUE :7 \ \ /
PUE PUE
PUE PUE �'�r 'ER 10- cfs ..
o- PuE ( PUE ^,��) °e e -.40 f�sE ` SET AI ��� ,.rym
E0 \ SITE 38 m\ *WAX ii
A,
C wse INSET A \ � 7 /
SQ�Q ATERAL BASE ' ITCH
w SEED �vr
ETA+ , RK?K
(r)
c) `� -A FOR CROSS—SECTION LAYOUT P60919)1 8 8-9Forks560
8Road,Forum 1,Suite 700
o c SEE SHT. 2 B-4 Raleigh,North Carolina 27615-3960
(NE 0 NC License No. F 0112
FOR —L— PROFILES SEE SHTS. 133 & 134
oN-0 Engineers Construction Managers Planners Scientists
N7 Al FOR —Y21— PROFILE SEE SHT. 195
= www.rkk.com
cocL°u_ \ j� € FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
0 10 20 _ PROJ. REFERENCE NO. SHEET NO.
liliiiiild I -5986A SECTION 3 X -36
3 0 2 0 260 240 2 0 200 180 160 140 120 1 0 80 60 410 20 0 20 40 60 0 1 0 120 140 1 0 180 200 220 240 260 280 300
PERMIT DRAWING
SIT 38
SHEET 108 OF 1163
/70 /70
/60 -Y21- - - len
Sta. 24 + 78.10 GLI *41
0.02 5 0.02 0.02 , .02 0.02
/50 0.02 0.02 �� 0.025
l4n ---------------------------------- ----- --------- 144.77 --------- 146.66 -- - ;-- �j_ - I l40
643 + 00.00 138.41
/70 /70
lFn -Y21- - T L60
Stc . 24 +28.10 7
/50 6_____ .....
0.02 5 0.02 0 02 , 0.02 0.02 0.02 5
3 0.02 ---- 4� - 6�I ------------------------ -- `_ --- - 150
/40 --3 --- ------------- 146.08 _ 146.77 _ --- �_- _----_ /40
139.34
130 642 + 50.00 130
/70 /70
i
160 -Y21- 160
Sta. 23 + 78.10 WETLAIND
0.02 5 0.02 0.02 , , 0.02 0.02 0.025
/50 0.02 �� _ ----------- _ /50
/40 - --- ------------ -- il
145,55 ------- /4 .8/ ---- ----------- ------------------------------------------- /40
139.65
642 +100.00
/70 /70
160 -Y21- 160
Sta. 23 + 28.10 WETLAND
0.02 5 0.02 0.02 , L _, 0.02 0.02 0.02 5 j 150
1.50 30� -I 0.02 0.02 4/ - k )'../
/40 145.01 ----------------------- ------ ------------------- 140
W 139.96
641 + 50.00
X
3 /70 /70
CLL
/60 -Y21-
WETLAND /60
Sta. 22 + 78.10
0.025 0.02 0.02 0.02 0.02 0.025
_ 150 _ _ 02 0.02 ,_ 40� ________________________ _ 30 - - - l50
0
Lc
/40 �� 144.48140
Li
/
14o.z7 641 + 00.00
3
L
0
/7n 170
E
0
/60 -Y21- WETLAND WETLAND /60
Sta. 22 +28.10
0.025 0.02 0.02 , A� 0.02 0.02 0.02 5
w 1.50 _ , 301 A.0210.02- -. fir ---__________ __________1_____________________________________________ RK ft
l�n
144.63
w 140.58 P: [phone]
640 + 50.00 8601 Six Forks Road, Forum 1,Suite 700
Raleigh, North Carolina 27615-3960
NC License No. F-0112
o
o / Engineers I Construction Managers I Planners I Scientists
ocv ffc\J_ L JJ I www.rkk.com
300 2 0 260 240 2 0 200 180 110 140 120 100 80 60 0 20 0 20 40 60 0 1C0 120 140 1f�0 180 2 0 220 Responsive People Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
25 0 25 50 150 TON CL I RIP RAP/ PERMIT DRAWING I-5986A 52
I iiii
►E DITCH 4::> SHEET 109 OF 163 ' R'W SHEET NO.
/ _ ', ROADWAY DESIGN HYDRAULICS
SCALE FOR INSET A. wz DENOTES IMPACTS INAIL D C ENGINEER ENGINEER
al �, 1 SURFACE WATER O pp '� G �,'F
/' DENOTES TEMPORARYiiii_ DE BERM - �' 0 0,,,,
50 25 0 50 100 ////i/ /. IMPACTS IN SURFACE WATER y , til os,i y
AIL ,eh''�1,..„&7 :,,
.•ygrtiav ,v4v 1V41*— tr, , ��P
SCALE _ C
ET Q
Iati ' ' o �O
04
/ / 0
\ \
',,S,
m � � ,/���ti��� � � �� -tiA DOCUMENT NOT CONSIDERED FINAL
,,'
/ -- ---„ i / , pP Fs UNLESS ALL SIGNATURES COMPLETED
-
/ F *ifet' it" .
4.kto
\ 0\
rn
en
__:\
if
\ .
co
li
FES
I REMOVE 75'
5 ���eC� ilyci3O
/47 •. o
//' / 7 •.."v 4/4/1
SITE 39 //P- ,, i fry -i•cs,
y s
5TON CLBRIPRAP ' F . .. -
� ,
4
SEE INSET A SJ-2 INSET A 14 SY GEOTEXTILE ''�' / / d ��
150 TON CLI RIP R '� / / "ci
LATERAL BASE DITCH RAP/
m g 1200 .jam ��� i�''VI I'' / / / .oSEE DETAIL D / E m 15986A 119 ' �/�� `°� / t�RALv p / F/ II10'WIDE BERMP� .� ' LATERAL BASE DITCH R �� DITC '
TOP ELEV.=148.1 .,,� I � ; -� SEE DETAIL D �� ��� LATERAL V DITCH DETAI I D
��� © �, 9 SEE DETAIL K /'SEE DETAIL Q „ •
_ Qom,/ � „ _� /��� / ��-‘1.$- 111101.'74.44 4... 111 ,- ' M C M
..,
.,.,_
' ir*/-4.#jmimlivirSNiVAi .11141kik EmmIlIKIIKWAISLIM&. fflliMMLNIllbhn'illiiillihkn'illilli0
. •
LO
IAL
Lo of ,0.11...NOMAPIr'i
,4 r it i�.r�■���������� ___ Q0 / / / ASE D CH +91.00 f
•
I. ------------------------- i - --- ------- --------------------------— 1- 461.1-
W
W • gy p' _� i / /_...-- ....---- ...--- 4,..0 . . . . . . *oi.......111 4% 7/ // � !r ��. MI
�S / WOODS '
I�
_ IMMINIMMEI
/ S� PROP WOVEN WIRE FENCE / p ' ' > Cl)
REMOVE — diarifigpMir
OEP / ��� �`_;„ >
s = _ li AR— REMOVE - - _ R -
—T— ry'! -r�1�'iif�:t (FITHA I N 18'BSTlik F/
�I� _ -----� ' XISTING R/W C *FM 7
dim .�_ ..IB-WSS �� - _ -'� ---- c # '�� _ C . . r-. �.� r — ` •.\ -' ``` w0o60 ,ON28LSY W
W �— � _ � � - SP gyp. � GEOTEXTILE
W '� mi
� � / 1L�! ..►__�. -�--- �_• ���� r R ' . - _ '.�'. - . . _ .` _ : . . _ . . F. . B M- 51 EC I• DETAIL
L i ° �,Q'
/IS: W .QS =.-- \�------- > > 4GI �cAp- ��., SE DETAIL Y 3 r
24 RCP-III 18"I CP-III WOODS , > /// 30" RCP III /��/_ _ _ _/ _ _
IFES . I I SEE DETAIL G r 2GIA-WSF O
O �� ■ JB W/ H � 1\BL!J U - --------- L---�--- z MTL s----L --s-
O
• l0'BST /�
O _Li__' 3 - _ -PELtG-- fltt I-9, s/y� 37 BST O
O J--- •.
o I l-y5 SBL 37'C?ST _ PLOWABLE FILL
—
/ LC)
-J�tt1�&-FILL — REMOVE DI _ -7-
iq 3 F
N PLOWABLE FILL — 15" RCP-IV REMOVE DI 415 — - --- O
° min
--- _ - 1MM f ONC PAVED DI S�
-_ -- _- T T T T - L---�----L •
N 43° 28' 33. '
• I L T
645+�0--- -
2GIB-WSF • c� PLUG & FILL W/
lily — , FLOWA LE FILE
PLUG & FILL W/ — —� ‘' ��� /-95 NRi_ 37,RST
- � 46.
FE6WABtE-Fiti �___r--- ----r---�-TA O/ - - G- SF REMOVE DI J
— II 10'BST < � / It1" RCP REMOVE _
-Y rr
II 7://
r / WW L L 1 m �H SEE DETAIL BZ .� ' , F/'�REM•VE LATERAL BASE DITCH F • WO 4 X — > —
F . • i'u _i° ---------- -SEE DETAIL D - —.�.-�-- ODS 8„ ww w SBw .� , A� / H ..-.,> > JJ '�- '"'1thrit,' �7' - -_- � -V —� - - -Iwo - _ - ' �• .• ` ------------------------ / ♦
-lc
� t .'_�_NI.�_�=�� SPECIAL CUT DITCH _____--_ - m if ' 6(p , F- "'' 2 TON CL B RIP RAP V
E 5g 'TO CL A firLip ��_ '�-i'rs"�`� ------------------------------------------2 TON CL B RIP RAP i o• �'AY/ 7 SY GEOTEXTILE R
����_��e�*�_ �_ � �'�`� SEE DETAIL B F.
il
Vm
In -e it*
f �rw ''b�I-� �� ri
''� \ ----------------------- C 7 SY GEOTEXTILE F 00 �, ` �� �. W
il �� -- R _ / X •• 0 DITCHAir
Q
C - / O o/
1 C e e (Lp q, ti • E DETAIL K/
tr I �' SEE h 'I, LATERAL BASE DITCH A PROP.WOVEN WIRE FENCE
© %/ yoo , /� i: � '
-M E SEE DETAIL D I, / • O Y S- /�
/ y / cs '
Q \ si-i > ' I ' `•O p ' /
/ f F DVS /
CO Ili /2 o
0
0- co ly, / //' . / ,rt......
� � - - SITE 3 9 /� .0/ Pb. . CC. 4 7:'
� 1 TON CL B RIP RAP
5 SY GEOTEXTILE
0 /VAX /' ;7 iiii. . /
U) °cp�Nd� w /' ' / /
� I ET B ' i4 41.
w i I/
y F<, moo , /
F, ,, / o��• . ''
o /
o ei
H-' / / /
:� F�' ,� REMC T'� � /'
C _ / ANK' ( 'e, F
w FOR BRIDGE SKETCH i — � 01 /� �►A� _s_ two 474-70 --
00
SEE SHT. 2A-6 C L A �� `'���•�� �, � 4
FOR CROSS—SECTION LAYOUT N , - - _
cc SEE SHT. 2 B-5 Al: °• 4* S�,
w �` FMOK
,,,_
z PAVEMENT REMOVAL �,
P:[phone]
9 8601 Six Forks Road,Forum 1,Suite 700
o-' FOR —L— PROFILES SEE SHTS. 134 & 135 Raleigh,North Carolina 27615 3960
No NC License No.F-0112
FOR c\i —Y10— PROFILE SEE SHT. 193 ALL EXISTING ROW FENCE TO BE
\� FOR -Y21- PROFILE SEE SHT. 195 REMOVED UNLESS OTHERWISE LABELED. Engineers Construction Managers Planners scientists
�, Aooc\JT a www.rkk.com
coCC
_ FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
25 0 25 50 150 TON CL I RIP RAP/ PERMIT DRAWING % I-5986A 52
liii .
►E DITCH /� SHEET 110 OF 163 ' R/W SHEET NO.
kI L D °Zbt ^ yr --\/ S ', 111
ROADWAY DESIGN HYDRAULICS
SCALE FOR INSET - W DENOTES IMPACTS INENGINEER ENGINEER
4 , �i'I / SURFACE WATER P D 7 ///F
1 /' DENOTES TEMPORARY DE BERM ,/ ��`
50 25 0 50 100 //i;! ' IMPACTS IN SURFACE WATER ..nn
ETAI L Q �� „doff Ni .„ Or^d . Ilk'
cr
SCALE ,I ���_ » © / x "t'• -41A
V_, „,,,,,.., Or �•,l g/ / F 1 0 QO
�00 ,I,lL��`�/ %,7 L.. /VAPF / -' Q
,•61
4i�l♦ I 104
\ \
_ ��� ��'I�����W ,/� �a - DOCUMENT NOT CONSIDERED FINAL
rn _�� �!� „�i/ _ Aff/i/
��/ / ► F�Sp/ UNLESS ALL SIGNATURES COMPLETED
Pi // , ' 7''''05'!d41-114(e" ' ,.<11
F lir' a Itte ,z, F / ? --, .
rn
rn
T AV
IV
°°P,
Ay.. .:?.-,,j
exfy
\ z
--,\
vFES\ t.,,\
' ---u--) : Ar ' Alr 4 - / / 7 :,,,,X
ti_ REMOVE 75 Zrvr
/ F, s F�
T ---
+ / F
SITE 3 9 I1_
�� ,//j o� at, s
5 TON CL B RIP RAP /F ,/ A p• .it,e is
/
SEE INSET A SJ—2
INSET A 14 SY GEOTEXTILE �� / 9'^ if",‘ / 1*ed �
150 TON CL I RIP RAP '� '�• " �s -,9' flpf , 4RA/4,10111°"
0ee
LATERAL BA'E DITCH -/ m 1199 1200 / 17 ��'�••v''� Aga• , /SEE DET,IL D a•Z.i / E m15986A �,;! � �� ��`°� 0D Ili
10 WI E BERM - •' ` LATERAL BASE DITCH R /'/
•
/� �, �� - L DITCH /
TOP EL V.=148.1' lip:ii i/ .� �� , �� �, E
. SEE DETAIL D ©f�:� �� .. SEE DE •ILK 4
SEE ■ETAIL Q '♦`'� o it -0 • �� __,�*� //// t
ai/ / �/
#04 el
In I_-AI� � "Sri!�`s� rc �-__-��_�—____ ilW__- - 411iiiiiiiW -- / ,.,
P. . i I 0 P Op II aft mom, Ww.r..4 ,060..f, or ��Mr����E�Mg�_�I_���� _ - / /
/
l'-01-°°
/ / * jp- - - Mik
:AS AO/ /+9 .00 i IN
. . . -_ .- . :_viApt. f-i y /
UJ
I. liKstri4.- ., -„,,,- IT
r,, ,
ei F
e i / 7/.
/ ..
LLI ice_// �r . = ____ ��� — � /_4A— ..,..-- _.....-----" ,-' itil
// 40" e / / / �.' !s .� v•ODSre= = - - _ / OEP :• S ' BI, n6.a / ,/,
/ cap;+ L•y'"'b.' �`°».�[•]�1 �_��� i "�'!v , OP WOVEN _ / wooDs , �r >
—T— cz 4�=- _IL _A.::I. "' Pi?2 IB-WSS _ 0-- - C- u i '► �_ �J / «/ > /��p , 28 SY
Ws. . �il,: ;IR._ �.. .ilk. .. - - . � _ _ _ - _ - _ : . . : . �� F BM 5 iy� m 4 I � rtfh .fa ,. • GEOTEXTILE w
.��r�s�o..�A �-. . - ,:" n n r /I S. W.4 D S j .v . . /a ��r " - G ,p 0' :' ►.
18"I°CP-III . T
SEE DETAIL G Arnie!��' �'� -- 0
0 ilkiiikagli MP. in
�_ @ , _ ._ -PELfG-mac WT� LW / 5 JBL T 0
n Jai__ ___- N �� FLOWABLE FILL / y +
1.0
N - G—&stir - i �I REMOVE DI 3SFB-�fSF - — Atif\`; /
.....----------
/ LO
FLOWABLE FILL — I 15" RCP-IV REMOVE DI -� _ - _- _ - �-_ ___ MI!�- - - _ 0
Co I I I _�N �3 28 33 7' E 65 VV -�-- L- T ---5----L--- ONC PA -- - - --
f i- __ + 555
_ _ o ---t -- T z -i St - -1t- -- C PAVED DI �,.
• `O 3.5 BST • _ • _ � r - PLUG & FILL W/
Q _ >� , li.- FLOWABLE FILE
I —�� . ' •. y7—�, 1-95 NBL 37,BST
�_ Ilc> PLUG & FILL W/ - _ M -� �' (/)
CO -- I ,,aa : -FE6WBtE-f-ItL �l QJ Q� �� - 1
1 - I I < ._---r--- -- -r---z- MTL - `�
_ 146.0-17 • /�-� . DI its" RCP REMOV 1
1 e _ �..a g ~• 11114111
_
it.-------- 1 1 1 1 1 1 ,•9.,_ _- �� �=���� CI• C i t
LLI
W - �� Z
o -�-� `� ���`_�♦ �i EE DETAIL B
CT
;ter �.. LATERAL BASE DITCH - . .♦._.a--.a. _.sk--. . �. WOODS rr I W �j Ar ��*�lo A
' .. > >
-
z F '7ie:\a ` ----SEE DETAIL D r. v'_ •�. �. . � - at- --- � A= SB _ 41111r.
_�� /. 4 . - . . . . . . . . . . . . . .
Mt
�� ::�••��o�j +_nr_r-� ''��IR.ti./ ���•�j-�� .. .„. - , < SPECIAL CUT DITCH ------ #. lief 7 * ' �i y ,.: FP Ailirolfg4 C !" � 2 TON RIP RAPc� ♦ � 5 TO CL A '/ ►� ������ � _a.�i�- • `'•`� < SEE DETAIL B _______----- - C / ~/ i 7 SY EOTEXTILE R
LID IP RA I�� �� 4 NW
����ir \ ------_ 2 70SY GEOTEXTILE // ' v174(
_ m
a I. - , \ iiimmlwormnIMIIIIIIMMIIIIIIMraw. _ _-
c ,
,, /,/, ,iff. /
tT SEE \ 'i LATERAL BASE DITCH A o PROP.WO EN WIRE FENCE © % , 0
./� /// f ., _ 2
M E SEE DETAIL D SJ—1 n �.���
t
KC rn / , ', 4, #1/ cc 4,4,:*
Cr 05
LCD 1 ,.0 tilit,/ / . ii. iter les , A: , •k? / 1).
ir
SITE 3 9 %/ e d 1 TON CL B RIP RAP
I
/ J� ''j,�y�� 5 SY GEOTEXTILE
w.t. \_____ /
� INSET BqI /
II O —_ ' I i ,
„ 3
17,0
h t570 y - //
•
,/
±, s / v
:�;,.. ; RE►A ' q /E \ - - — - - Pfil - i '
4
E FOR BRIDGE SKETCH i _ "m "ell' �f�-� •0
w SEE SHT. 2A-6 47k gi ���� ! * 0 S
CL A ��
FOR CROSS—SECTION LAYOUT ,/� - _
cc SEE SHT. 2 B-5 ' I: �� SISI
Lii
,2,_
.. am .1.
FF RK041
PAVEMENT REMOVAL I t
P:[phone]
9 8601 Six Forks Road,Forum 1,Suite 700
FOR —L— PROFILES SEE SHTS. 134 & 135tilivir Raleigh,North Carolina 27615-3960
No ra NC License No.F-0112
FOR -Y10- PROFILE SEE SHT. 193 ALL EXISTING ROW FENCE TO BE
\-0 cn FOR —Y21— PROFILE SEE SHT. 195 REMOVED UNLESS OTHERWISE LABELED. Engineers Construction Managers Planners scientists
ooT a www.rkk.com
� � FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
tr /-5986A
ISM I i i i i i i
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
SITE 39
sTA
642 + 72
. PEWIT DRAWI-N-G
SHEET 111 OF 163
rctiv14,GLI101
160 160
STA. 642 + 72.0 -L-
_S __VO'
STA. 2i++ 50.0 7 Y21-
1
f 1-
150 ,� ; f — 0 150
♦'�� ;" 7' X 7' RcBC' ` ♦
•
f
140 ,N S - 139.13' 140
------------ --------------------
E I TING GROUND I S = 0.36%
PROPOSED
ELEVATION = 138.20 PROPOSED
ELEVATION = 13 7,30'
130 130
0-7
CO
w
H-
/H^
V)
120 120
4)
E
L
Q
I
- - - - -
I
CO
L )
C)
ci
x RcBc
(burie4l. O ')
L (length = 244 ')
cc
RK'K
(r) P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
Raleigh,North Carolina 27615-3960
NO NC License No. F-0112
L
c\J-0 u Engineers I Construction Managers I Planners I Scientists
c_ 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
�p�� Responsive People Creative Solutions

Submitted 9/2/2020
m PROJECT REFERENCE NO. SHEET NO.
m
I` 25 0 25 50 I-5986A 53
1111 DENOTES TEMPORARYS ROADWAY D SIGN EET NO. HYDRAULICS
, i I
SCALE FOR INSET /// FILL IN WETLAND \ '
ENGINEER ENGINEER
�
DENOTES FILL IN
50 25 0 50 100 -\ // � WETLAND
itliti 7 .
15)
i Q-
SCALE ,iti��
Pci
INSETB DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 112 OF 163
WAZ SITE 41
*\
N Q10=7.0 cfs
N V10=1.53 fVs
J`� PUE -- SEE N ) 3 ID
cv a T ' JL
J�Q. o_ LATERAL BASE DITCH F. ,r
_ E C SEE DETAIL D \ Y.1
E F e r .° ° Q v _ ... _ PROP.WOVEN WIRE F CE R F _ o _______ n_ o
UJ
W ° o LATERAL BASE DITCH v ______________ C • ��
oV SEE DETAIL D ---- >
------ -----------
-------------------
> \ � �-- dos•• � dear-- "'------A SW / ` -- -- > — WOODS N
— '� JdLISB1N H —
_ - ---------------------------- FS MINIMUM . .
' SEE DETAIL F
WO�B�s----- F ------_� ELEV. = 138.00' SPECIAL CUT DITC FLLI
W F F SEE DETAIL B CAT-1
Cn
W
CO
WW o
O oo
of i iG o \n -0 1-95 SBL 37'RST 0
8,-FItL W/ \\S — O
• - FLOWABLE FILL \\-'-o _ � ! — _
O REMo 660+0• 665+ . - :—REMOVE-D DI
�+ — CONC PAVED DITCH \ DI 2GIB-WSF I I I I _, I „T, N 43 56 ,54.7 E1 - - ,_ L- ' O
r1r l ---=---sMi _-L---s T i i T i —M--- - 7-L--2-(31B--WSFT----- - 1 _ — 3.5'BST
W 655+00 _ -
. \\y Wo 1-95 NBL 37'BST
Q PLUG & FILL W/ \\�'�,
FLOWABL FILL— CT n II
Plllr R FIII WL�1 Imm
— _\� e, 95'6S/ FLOWABLE FILL II '
CO ■ t J
I REMOVE DI . .
SPECIAL CUT BASE DITCH RF!Lj09�4�A i� _ _ Z
W AL CUT DITCH SEE DETAIL F ke\\�_ ----------------------- - - , ,,_T-_____-------------- ---
WW W/ISBW WOODS F
Z _ $ E ETAIL B — Xis CUT FILL TRANSITION -
- �— > EXISTING R/w� �__ c� Q10=36.3 cfs ter' 1 TON CL B RIP RAP _ J
1111rili
WOODS EXISTING R/W __— ---------------- y. . ' �� — — \
P N , V10=1.39 Ws WOODS o� E►P 5 SY GEOTEXTILE WLB i
E -- - - — — __________________E.
--- C (bo� 15 ON CL B RIP RAP a'_ /-,� `l/
on C ,�� 7 SY GCOTCXTILC C ° PROP.WOVEN WIRD FENCE y, ° R ° _ ° ,1/ U
_ ° C o R = * e * 0 ° ^ \ A F W �J ,i. II—
sj
SEE INSET A —
, YW
�j PUE b WA
AZ ± <2
tT
w,a�
t 1
I
Q \N
co N
Lip \
N S I T E 40
E
0
s
I
a'
7 se ss `�
3 INSET A 6i0�9B.
s_ 4- \
7I0 1111.1--_ .17j \
E
0
s_
E 'Ye / \ \
w
cn
WOK
o
Lii , , _____.... lore di \ \
P:[phone]
6-HD IN CL B RIP RAP ,116 8601 Six Forks Road,Forum 1,Suite 700
Raleigh,North Carolina 27615-3960
"' 2 ALL EXISTING ROW FENCE TO BE ex/ r rnTrv-rI I r NC License No. F-0112
o �
cv�J REMOVED UNLESS OTHERWISE LABELED. FOR -L- PROFILES SEE SHTS. 135 & 136 Engineers I Construction Managers I Planners I Scientists
N= www.rkk.com
CO � ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
m PROJECT REFERENCE NO. SHEET NO.
1` 25 0 25 50 I-5986A 53
03 iniliiiiiimilliiiiiiiiiiiii R/W SHEET NO.
DENOTES TEMPORARY ROADWAY DESIGN HYDRAULICS
SCALE FOR INSET / // FILL IN WETLAND \ ENGINEER ENGINEER
�- GL ISt.44,7,--
/i// o41117
DENOTES FILL IN50 25 0 50 100 WETLAND
i_t_t_t_l sz.\\
SCALE ntP
PI
INSETB DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 113 OF 163
WAZ SITE 41
r,_,r__________p,------\_\_, J ,
6,
\ \ Q10=7.0 cfs
\ V10=1.53 fVs
.� t- PUE - 0 SEE \ )
Na w T � �
I-
LO Q. LU
B ` E TE' .LDETAILDDITCH W
E o i _ PROP.WOVEN WIRE FE CE R _----- 0 �__C E •
W — a p1
---__ - o LATERAL BASE DITCH C
o` SEE DETAIL D 0
------------ ---------- > w�' ��rr rrra� I1JJcTF
.. � • ��
SEE D ---- FS MINIMUM
. �� S'ECIA CUT DITCH . r F
SEE DETAIL B W
W • Filki .,-.., 134.0 ' -1 - iimmodidik. T
(.0 -111111111111111111
0 - 01r1 \ 0 0 O
O ``e'a+1 of 8,-FFLL \N -Pr
I-95 a 3T RS 0
O PLOWABLE FILL \\\co _ 1 _y_ _ 0
0 , : :1:.: a e_ AMMMIMIMIMMMIMMIll 665+ DI +
+ CONC PAVED e e _N 43° 56' e`l 0�
---L- T Z : mot... 4
4...:
�� 655+00 __= T
+1� �—
■
■ _ � W
a PLUG & FILL \\s' I-95 BL 37'BST Imm
I/m
\\moo xo _MI R• Fiu_NisL� V
�- \ e = FLOWABLE FILL
Imm -7 132.0 '
I
11.1.1111111MMI.111.1.111111.1;
�.., EVE S m�- III
I
SPECIAL CUT BASE DITCH RF�t j� g 4 �:;,; �' '� _
SEE DETAIL F F -- ___-__ _ Z
•
W z dAL CUT DITC gWW _ice �,` � _ �` CUT FILL TRANS! ON - m -_-- WCfpUS F J
c Z . . $:E DETAILS "d .!� _ - - -
- -
- >e - > �- EXISTING R/W ____ ` ,__ s - �r`i��0� Q10=36.3 cfs 1 TON CL B RIP RAP �Z6 ', \ -
EXISTING R/W M— —.— ".
-__ we�Ds ___-�----- -- P B - V10=1.39 ft/s WOODS o' EIP 5 SY GEOTEX LE Z
z J _ . - - - --- --- ��� •15 ON CL B R ` Ir \ 6` �� �C __ _�
o = C C C .7 o "rQ e.+�, A PROP.WOVEN WIRE FENCE s _ R ___ U
cp II—
LC)_E A W Wj. WAZ a
m SEE INSET A ' '3B WAY r
a m b PUE b \ I�,
\ / •. ,
D-, '-k, ) 1
3ay
.e r B
CD N
\
1
SITE 40
H
M7
l 1
L
O
I
nnll V
W
up
s o
m sa'
se 'ss `�
3 INSET A 6,0�9.
s
0
±,
7io II= \
E
r, .
\ \, -
1- I Al 1-4 (--( -)
'`..:Mttnir-,Ai- _ - - ik% - - \ \
r' ta
RKK
In �e C ° O \ P:[phone]
N C L B R _ ■ ' Dft 8601 Six Forks Road,Forum 1,Suite 700
O Raleigh,North Carolina 27615-3960
cv (0 NC License No. F-0112
oN-0 In Engineers I Construction Managers I Planners I Scientists
FOR -L- PROFILES SEE SHTS. 135 & 136
N= www.rkk.com
CO/W
colt l� FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
I -5986A SECTION 3 X -43
10 1 0 130 120 1 0 100 90 80 0 610 50 40 30 20 lb 0 10 20 30 40 50 60 710 80 90 100 110 120 130 140 150
PERMIT DRAWINGI
SITE 40 LI * I
G HEFT 114 OF 163
RK00 f
P: [phone]
8601 Six Forks Road, Forum 1,Suite 700
Raleigh, North Carolina 27615-3960
I
NC License No. F-0112
/45 Engineers I Construction Managers I Planners 1 Scientists /45
www.rkk.com
140 _ Responsive People I Creative Solutions /40
0 02 5 0.02 0.02 L- 0.02 0.02
0.025
'7 6' ___---------'' 134.53 - __ - -- __ ________ _________________ ________ ________ ____
130 130.76 132.70 /30
662 + 50 . 00
/45 /45
140 0.025 6:02 0.02 0.02 0.025 1140
/35
----------- ' /31.77 /33.25 /.30
/30 131.58 +
66200 . 00
14.5 _ L45
/40
0.025 0.02 0.02 _A_______ 1 0.02 0.02 0.0 5 /40
132.41 135.27
/30
133.80 /30
661 + 50 . 00
E
o-
d-
W
H-
Hti
/45 /45
3
_/40 095 0.02 .02A 1 0.02 0.02 /40
/35 _
co 130 133.23 /30
0_,
561 + 00 . 00
Lc
71
0
0-1
c
L
WETLAND
E
14-5 /4.5
a)
E
o /40 0.025 0.02 0.02 L-
_j\ 1 0.02 0.02 0.025 /40
E /.3.5 3.1 ------61 __--__ -� ----- --------- -______---------------------------------------____ yam `/ _________
------------- /3.5
up
134.05 136.28 �'� -----
l30 /30
0_
w 660 + 50 . 00
o
N
O
- 0
� ._ 150 1�0 130 120 110 100 90 80 70 610 50 40 30 20 10 10 20 30 0 50 60 0 80 90 1�0 1 0 1�0 1 0 1d0 150

Submitted 9/2/2020
0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
I -5986A SECTION 3 X -45
0D
1 0 1 0 130 140 110 100 90 80 70 60 50 40 30 2I0 10 0 1 20 30 0 510 60 70 80 90 100 10 120 130 140 150
P RMIT DRAWING
- - - - _ SITE 41 - - - GLI il _ SEIrEET 115OF 163 .
RKK ft
— — P: [phone]
8601 Six Forks Road, Forum 1,Suite 700 F 1
Raleigh, North Carolina 27615-3960
NC License No. F-0112
Engineers I Construction Managers I Planners I Scientists \\1ETL41Nl D
/4n
ElLAN D www.rkk.com ► /40
Ha - J
Responsive People I Creative Solutions
/35
5
. .
0.0 2 5 002 0 02 i 1 0.02 0.02 0.025 /3
_1 [ i
/25
---
668 + 00 . 09
-----
120
/20
WETLAND -
/40 WET1LIND ► /40
/.39I
/35
< i 025 6:62 0.02 i I 0.02 0.02 0.025
________________r__________-
----- A ______
__ 6../ 130
--------------3_______---------------' 130.95 -- ---------------- -
/25
667 + 50 . 00
/20 /20
WETLAND
LcVETL4ND No
/35
I
< 0.02 5 0.02 0.02 0.02 0.02 /35
I 0.0 5
__-1---------- 13C.93 ---_i________ ________ ________ ,
/25
----- 124.50 667 + 00 . 09
/20 /20
E
71
77
W
H-
Hti
_1
1
WET'LAN
1 _
_1
/40 ►9 140
3 /3.5
<s_
0 025 0. C�.02 , J o.c3' 0.025 /_ .
6..,
130
03
0 124.75 666 + 50 . 00
/20 0-1
/20
E
- - — - - - - -
3
L 0
Toj
WETLAND
/40 _ F ► No
0.025 0.02 C}.02 /35
/35 L— 1 0.02 0.02 0.0 5
l30 - --- ___ _ — _- _ 130
up
/25 --- ----- /25
LL 125.00 666 + oo . o -- -
/�0 I 120
0' 1
N
O
CV0
� � 150 1�0 130 10 110 100 90 8I0 70 60 50 40 30 2I0 10 10 20 30 410 50 60 710 80 90 100 1�0 120 1 0 1 . 0 150

Submitted 9/2/2020
FFIILLIIONEWET WETLAND
PROJECT REFERENCE NO. SHEET NO.
25 0 25 50 1-5986A 54
00- 1 I i i
" IN,pu /� DENOTES EMPOFARY
/�° IMPACTS IN SURFACE WATER ILW SHEET NO.
SCALE FOR INSET \i DENOTES IMPACTS IN
/// SURFACE WATER ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
* * * * DENOTES MECHANIZED
* * *
50 25 0 50 100 * * * * CLEARING
iIII 'It.t. // DENOTES FILL IN '
- WETLAND
SCALE / DENOTES CLEARING //////// DENOTES
WETLANDTION
I
ti
4iii(eP
O DOCUMENT NOT CONSIDERED FINAL
÷P UNLESS ALL SIGNATURES COMPLETED
/ PERMIT DRAWING
SHEET 116 OF 163
BLACK RIVER
ik ‘,0,
,,, ,,,
SITE 42 4;> ,, ,,.
, ,„
SITE 41 ti z\ ,v_,
0 0 0 L,,, . r. l�
ci3,
M N ± ±. 0 4 A\ .
\ . • . . ,,,,...?
11.0
t3 ct .- ,, . .. ,0%)11
1 TON CL B RIP RAP 0:
/ Q10=1.7 cfs • 1� �m +00.00
ILO
\,_ (A.7Z 410=0.76 ft/s ± V Q10=0.6 cfs 140.00 LT
W 5 SY GEOTEXTI LE • ± 0 0- - - - - V10=0.64 ft/s
W R PR�P.WOVEN WIRE PENCE _ _ —alM— — — — — ` R
UJ
I 0 0
- - -aiM- _ -;.!Er �f r- -a�M- - -. 1-C A T CL B RIP RAPO
- - - �� EXISTING R/W 1 ,? 5 SY GEOTF,XTILE -ei;„- -
2 TON CL B RIP RAP —'1s` -- F__--- --____-- F =
W •• . . _----• =_-_--- __-- --- 7 SY GEOTEXTILE -- -- 7: i �iliyiy i -
F
F a, — — — — — = _____ JN�ODS ------------- _ I'I1i%h�yiii�*` �.� •3\`� ffilliatIlly
F
-- — �' woods —-F_ •— efrF 11101111111 11►iteeatteaveitme, y % .y,,..
GREU TL-3 iiiiallireit IIy �-J i r In 3 2GIB-WSF
, W0 T T T T I T 1 1 1 1 rr gi1 r,a
Myy JI��� YJ r T T T T T T T T
CAT-1 11 u.r/i1��
2GIB-WSF • ...,,.. i11 S" �! - CO
-
HA
O — /-&.5 SBL .37'DST 'f _ \• • i 41:1
1 _ O
•
15" RCP-IV REMOVE DI
W i I i11�/I1 MTL O
2GIA-WSF 2GIB-WSF 15; RCP-1V _ CONC PA D DITCH ---�__- �� -���-� � ` ���< ,f�l I ���
o
-'--L--- ----1- 1 I r l /I- MITI I
, �----rMTL J. z 1 • —�----r---� = �--T � '�' II,I
\/7'G u -r--- z_ I MTL i1r%�� T5
CD _ IB-WSF I I ni I I I--- - __ r r _
I _ -- ---Tc�� I I 0 mt : CO
• 24 24° IV 'GIB'' 704-90._ =�1/ 43 56' 54.7E — �75+00 �I„ \ , F I y �� 680+00
or
or
ISO
to
Q III __ _ IJ!
y�' �, CONC �I I "
RCP-IV 2GIA-WSF �t —PLUG &-FILE W/ / G5 NBL 3T BST -
Ali PLOWABLE FILL _ _ _-- 1 I -- MTL --1 --- ---c-',' }' �� m I--- i= �iJ7%� ~ i ' 'i� -- MILT --T-- Imm
-
_ I�� 15 RCP-IV i1 II lI 3 • 1 1Lsa1J II 2GIB-WSF 2GIB-WSF 11 I1N I ,� ti%��ll; PROP. SBGu% m. .. i i `. 10-
' �i;%i%F E �� :�_ =s . .-_ . •- - >s_ .v.. ,117ill Irge ' I:4L=r''' 1111 1 1 1ild
W '� I5 a I _ �� �i�i B-77 IB w�F 1
EZn GREU TL-3 IIN - TOE PR•TECTIONtiyy I _._ 1-��� peT'S1 1i>fy I �1111 AIL H I�/�y�'/,�%% '�� '� EXISTING R/W f``1 ; ',, r •• O 41111///111111���� _ iJ 1/U!'::nr�i _ :.rr.�q r A/��1� —lil I ai I • D. ' L- A F I Z
4. F F rU� il��IIIAI/:IIr21Ni11r:11rAL12rI►r//►!lle►:�y!�' / sr* , ir �11/ //r�111�1//�11/ //enio IMr/mile[I/12111�//n
r LID
.urrrl►,rlr►,r1>f►,ru►,r11,r11,�11,.�1�.11r..1111��e 1 "r4ir; � a1E11 11/•/11 IGr1/G/I/G/I/GII/G/II5III5III.III.II/AMG/I/G/IL/I/Gr11e/1
WL WLB— — T±- ---- - * * *. ., * �* * * �
WLB— �..� eit'1114'55t 1.
3 TON CL B Rif RAP WO WLB— ki—� F ��
cn UQ10gj5OTEXTILE `/ �� �i 1 TON CL P _T �' s�isssarrrpl u;�1�r.0
w V10=1 99 ft/s `� �... R �C �5 SY GE�TEXTILE ,� s ': „ � �kl �k �k �k �k �kF�k �k �k �k �k�k �k R �k �k �k �k I
CO <R 6 * A 4 O ± Q10=2.7 O fROPW OVEN WIRE 1ENI E O A v 1 TON CL B RI °:RAP Q10-0.6 cfs O W U
-o Q Y �m 5 SY GEOTEXTIL V10=0.76 ft/s \40±.07;°R°1-
7 1.
\ . `� 110=0.68 s
1
± ± 1 WAL ±
�0 ,�l' SEE I SET B
2
\ \ ±
Ln 1 .. SEE INSET A �; AZ
'�
I NSET A SITE 42
INSET B */
0 2GIB—WSF / 2GIB—wSF1,,,,, . ; V I L_ —
0
4 /
N
r�4.ti
m ...
�/17ti
n H- -0-1 C Ob
,iMaJ.� r.PROP. SBG
, )____,
1 1
TOE PRC - - I
—
.any B-7 7 2 G 1 B—WS F
70 - _ SEE DI 1':gamy• rp •
------- Lill.. rli I . 5 F P F
�'1- �o 1- i
C * * * * * * * * * 1;All , $j!
. vomillirarrn,
. ' F F
5 SY G �TEXTI LE 1 si.+„t lotg ti �l�. A A A401001$010 . . .
# '1 A * * * * *
cc PROPO W OV EN WIRE ENC
Lii . - I RI•Cv,f1
P:[phone]
o TON CL B RI ° ��RAP FOR BRIDGE SKETCH 8601 Raleigh,North Car Forks ona 271i15 960 700
WAZ
o Q1 O = 0.6 cfs SEE SHT. 2A-7 NC License No.F-0112
s_
5 SY GEOTEXTIL
\-0 o Engineers I Construction Managers I Planners I Scientists
oT L V10 = 0.76 ft/s FOR -L- PROFILES SEE SHT. 136 wwvv.rkk.com
CO CC LJ_0. N WFOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
/ FFIILLIIONEWETLAND RARY
PROJECT REFERENCE NO. SHEET NO.
I-5986A 54
25 0 25 50 '�/ ' 2 DENOTES TEMPORARY
co 1111111 .._...milliiiiiiiiiiiiiiiiiill 10, .#r1 //� IMPACTS IN SURFACE WATERILW SHEET NO.,
ROADWAY DESIGN HYDRAULICS
/ DENOTES IMPACTS IN ENGINEER ENGINEER
l
SCALE FOR INSET '
W SURFACE WATER
* * * * DENOTES MECHANIZED
** ** * * * CLEARING
50 25 0 50 100
iIIIt.t._ // DENOTES FILL IN
7 WETLAND
SCALE / /#). DENOTESCLEARING //////L2 DENOTES
WETLANDTION
I
o'\
el,
,°t\7-
cs
DOCUMENT NOT CONSIDERED FINAL
÷P UNLESS ALL SIGNATURES COMPLETED
/
/ PERMIT DRAWING
SHEET 117 OF 163
BLACK RIVER
3
ik ,,,
SITE 42 4;> PSITE 41 s , A,
0 0 0 L,,, 0 ../,,c, 41k,
1`73i.
el ,
ii.Y
L:
1 •
,Q�
to 0 \
j43±
1 TON CL B RIP RAP /"�L `QLA10=1.7 cfs lr . . �m +00.00Lo
5 SY GEOTEXTILE 1 - `� 10=0.76 ft/s y V • Q10=0.6 cfs 140.00 LT
W y y — —alM— - - - -- - • V10=0.64 ft/s I-
III
\t‘
W R PR�P.WOVEN WIRE FENCE — ,l p R W
O 0 O / - - - -alM- O - O z . � =. • • Z r . _ . ( i . . ATON CL B RIP RAP W
_ _ _ _ - - �� �f �� o l c,cT/ING R/W L SY GEOTLTi�E=a Ire- W
- il . . 2 TON CL B RIP RAP �- F fry \ f � I'sl F --- ----- F
. tifir
'' �1 /' . . _- • �Jy��r� yT11/i1�%I o� 9 egzl�
• • • �� 7 SY GEOTEXTILE - I.r.■■■■■■.,■,...
W F• • - - •- - F _------- -------- � y ------------- , ��w i . - CO
�,.R, WOODS__,D S _ -- I�%io11i1111���i� R ]�is�Y��� __ i���yy
.i.1",i=� — �7 if a r c, •
GREU TL-3 e92t • • •• - -`i. 2 WSF .eZl�
.� `/ ,
T �T T I T �� oszl� CAT-1 _T � � �'�� ' a/l�l i� /yyll�� _ T T T
`"5�lsr�"ti. •
2GIB-WSF4. WOO MTL _ --- Cl)O '�'nyi —130 ►°� � �1!' PR P. SB z---1 v/
,Pet f� AI �1 .a6�,�
Co — /—y5 SBL 3T BST I' I Kraal
�ry ����. i i 1;LLrti1�ti; O
•
O — I I ,/ iini'ii I;dill l O
O 15 RCP—IV n �- ' .� '� MTL -- O
REMOVE DID �4
O 2GIA-WSF 2GIB-WSF 15; RCP-IV
CONC PA D DITCH < �j����ill
-L---s--- or
1 ' I
/TG MTL �L•�i7 T- L---L-L- 5--- Z-- I MTL �- ----!1:::::
ill i Ifl 1 i,,, I I _ T—
O _ IB-WSF I I I ni - -- ----z - - r _ r .. � 68�f�0 co
it 1 ill
_ 24" IV �Glg-k �i f�- II N �f,S• 5 ' 54./�� L �75+�0 il ti y ,! I ■n
Q RCP-IV 2GIA-WSF - - C NC :•IDG
III
III —PLUG &-Fitt W/ 1 95 al�L 37'SST y � � �, ! , MOO ■
- III PLOWABLE FIB- - --- - __� ri,tT: 1410 Pc 1 - - -
il ___ i 1 nnTL �I C '�s�%t1;1irI T �n NITRIC T- - - -�-
r-�� 1 15" RCP IV ii l m �i lillii ii� 1
1 �� 130 1 1� , �•� s=rr�ll—� CO
J II 2GIB-WSF 2GIB-WSF iN k Iwali A I �� �"ltl' _
_ N _ _ _
elf//,/,�� • r.....„...1 1
1 It�r� rr -Ai PROP. SBG ^o W . . = B= lyyy I , �' yrri B-77 I B F 1
n Nu�� I _ AI. 11111 r ., .z -o GREU TL-3 - _III . . • Mali ��1; i�III r
O Z - . . . • �. . . • • TOE P ECT _�.. �titi%° I __._ �1:17.64,..:::T;:iirtell:Aiii
W
---- :.nni ..!/1'/■/dp/IrrlJi%icrq■4/rI'Y/r%i,il��i%1 ` r///I� g / •
F ,nr�rr► F
WLB— — — — _ -" — — — —wLB- - _ - - - -.. rr■.porno►,rrrcareastmearcrrrcrr..00 oopo-- �
Y 41� 11°,/°°ri1Crn�/n�/ni/ni►ni/'rrr/ru/�u/�ur�r�/nir�wr.r�/nu2ZI
Ci)
3 TON rl-B RIP RAP z4.a� tlf00BS �- wLB i•;rrrr•��
Q10gj5 OTEXTILE y �C �\ e> ± `i `� 1 TON CL ; . •Py y -
V10=1.99 ft/s C (•.- R �5 SY GE TEXTILE �� T ,; „ I /I)
'tTm w<R _ -6 �_ O O�, O _i O / O O , 1 TON CL B RI ��RAP O
,4 W Ql0-2.7 yy{�� yPROP.WOVEN WIREENCE V
-o IY ' 110=0.68�t/s y �� 5 SY GEOTEXTIL Q10=0.6 cfs1.
�, I _ V10=0.76 ft/s +00.00
z/
.li y y ± 140.00 RT
KE ±. ± ± ± ±. Z
\ ipa.p„, SEE f SET 6
SEE INSET Aco * ± \ . k'
INSET A SITE 42
INSET B
E 1 2GIB-WSF 2GIB-WSF —130 a _ -
0
N MA
L,-, 1 ,.
1/104/11
in N fln� ) - n"' 1 1C - r.)
iSOM" PROP. SBG
3 m ��� 1 11 I �� ! 1OW
1 1 1 r (ram ) l
TOE P —
B-7 261E-WSF
i S , F F41102411
ril'/ts n i _ ,_�,
* * * * ; • * * * * * f�Pi���� ;` :.;: • P
94. AU �' I F F
1 TON CL - P� - 6001�, . I'�
Lii
5 SY G �TEXTI LE �� +'� , �►Y : ; �es. ,�� ��..rr.�► . .
w �PROPO WOVEN WIRE ENC ��
,2,_
� �: 1 RK?K
vs P:[phone]
o
I WAZ
TON CL B RI ° �.<RAP FOR BRIDGE SKETCH 8601 Six Forks Road,Forum 1,Suite 700
No r6 . -0112
27615 3960
5 SY GEOTEXTI L Q10 = 0.6 cfs SEE SHT. 2A-7 NC License No.F
Engine
ers
�� I Construction Managers I Planners I Scientists
= 7 V10 = 0.76 ft/s FOR -L- PROFILES SEE SHT. 136vvvvw.rk k.com
oT
CO 0. N \'/�� FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
co
ROADWAY DESIGN HYDRAULICS
LO SITE 4 i
ENGINEER ENGINEER
— — S TA. •677 80
I ' 1 ' ' ' 111111111111111111111111111
Temporary workpad installation to
be determined during bridge construction.
Both workpads will not be installed or
used at the same time.
I
— TE P
W0RKPAD I I I DOCUMENT NOT CONSIDERED FINAL
II 12-.1' 1 1
BRIDGE STA. 677 80.o UNLESS ALL SIGNATURES COMPLETED
LOW CHORD i3C67 33' T-
LOWEST CHORD '36'' A. , - • TYPE - . ` . ' 'HURRIC•NE DI:SR,N 'EL : 1 1 _
PROPOSED GRADES TOTAL LE aoZiT►��= ,�• /0-YR ELEV. - 130.7' . ! It I,� did
ei"
1 4 0 GP EL �_II�T.Ti�I• _ ■�i.�i....A. E7� ............ ■ NJ ;
■■■ 140
SKEW - 90V Ir =■■■i;allll�i.RI 11J1-MII■■■■■■■■■■■■ 1■ ' I ii km
b A UII•!t ■_•■■■■rrLU■■■■■■■■■■■■■■■■■ ■rrr■i■■■Iilr■■■\■r■■■■Ir■r■■
-f nI /54�� ��.3���� 6 m imi■�rmMMMENNEMENNEMENNEMENNEMENNEMENIMIIIE ��������������������������
%I■NLIITT. . . • ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■
- — r - - xISTING BRIDGES -O BE RE ED --- /IIIM■� ., • .L TO 3E� • ' , 111111111111111111111111111 ' ' 11111111111111111111111111
—M►� 12
ANrANri�III ■U■■■■■■■■■■■■■■■■■■■■■■■■■
130 EXISTING GRADE - --- 13mW�1�■■■■■■■■■■■■■■■■■■■■■■■■■2 w_W=v"r.
■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■ ■I�-ii1r fl.7r�1� 130
►� - 111111111111111111111111111 1111111 ■I111.I,117I III��..!i ■■
_ _ - - - - - - - - " • -___________- - - - "�,-------- -, -- -----rr-----------'__ ".:11I `� ` ■I11111111111111111111111111111 I ■ 111111ii1111111:11111�W�1111
4_:-- - - - -_ _ --- I i WS=123.I���t� � I ■■�.� ram.
• 111■/IIIIII!�J1111II1111111111111 1111111uI11111111111111111
-'��- 589 �Y EXCAVATION r„ 1b2019 ■��1\ „ IM - - . »=i�■■i■ir■■■■■--J■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■
NATURAL GROUND LEFT 3 -6 KEY-IN (TYP.) !! 11 Ali \ Ii"'s-''"` - - ' ��■■■■■■■■■I■■■■■■■■■■■■■■■■■ ■■■■ ■■■
r':. •, • 11 11 = A�I:I�C a Imo`.!/_�i1YL1E 'OUN" ■■■■■■■■■II■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■
120 (UPSTREAM) ND RIGHT .-."� 11 I' ■■■■■■■■■I■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 120
2a SLOPE (TYP.) �I �� • a. �� IL (UPSTREAM) HgTI, L irtil�lii��i1111111111111111111 11111111111111111111111111
' (DOVYNSTREAM) '
NORMAL -r0 FND CAP '1
•- II �
CLASS II WRAP ', ', , EXCAVATE TO 126.0'
11 0 4' CAP ; ; 4' CAP 11 0
:�TH:QRE I A �I00-YR SCOUR
• : I H•()Kh F A 50U-YR SCOUR
673 + 00 674 + 00 675 + 00 676 + 00 677 + 00 678 + 00 679 + 00 680 + 00 681 + 00
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■••■■••••••••••■IIIIIIIIIIIIIIIIII••■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■ ;■■■■•■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
NM
- 9711 : 0 R
Temporary workpad installation to
be determined during bridge construction.
Both workpads will not be installed or
used at the same time.
C
7
W•RKPAD
12-.1'
c\1 II BRIDGE STA. •77+80.0 L VC = 340'
H ■1 LOW CHORD, ;3@67.33' K IC N IL; E EY = 1 K 316
VC = 300' LOWEST CHO- 1 r36 AASH 0 TYPE 'I GI' D E• ' V = 75 MPH
Ui =■ ' = -16113 •11 FOIMPPTiy�■■� TURTa • - °
_1 =■ ■77•Tl•�'UIWO7riT M F
�■■W/ iillillai
140 m■ - - � . ��= a vIO mis ■■rmsrnrr . _ . .- .. ' 140■1 ■ MM KEW - 90° IG' ■ Ir -'t1PJ°.
+' IIIIIIIIII■■ I I I i717 ONIII/!I\IIIIIIIIII■
3 _.>_ ilk IR—M I■■II LIITTi . . • • . .
C II • I i / 1,2II
E - PINIONNIUMIIIIIMEI �!Q , - - - �...ri.....rr..rr.....r I .1 :1 �[•��i 7 add•�'I��J♦ILid
130 MIME MN
13 0
T _■--�-- �"• • • . =1: -.;'P'L IMi - M - 1.
_c IIII •• ••= .i aIMEE MIMS R �1�
co ----------CO ■ -' - --- IIIIIIk 589 CY . CAVATION ` �II� ;i 1b2019 ��� / '.. _ _ - - - --- ---` i
---
/_'Ii11;7_ :OUND L FTMINIIIMIIMIIMI t �,■�■NIN " • 1 ►_ ► WAIMIIIIIF— -
;•
12 0 r.�I/. II►wll�■■ ► 120
• • �/_ViR;7_�e'IZ•IiJ.�I��iC 2: SL•PE TYP.
L (DOWNS-REAM) (TYP.) - --�' ;1 ;, / . .. �., 17\ ',Cy RI H
7r NORMAL TO END CAP �`�11
CLASS II RiP1tAP `` ,�` !! (DOW S-REAM)
i.,
EXCAV•TE TO 126.0'
C . •
3 . , •
ro 11 0 4' CAP 4' CAP 11 0
o , •
i
,' THEORETI AL "00_YR SCOU'
C fHLOKI_II1 AL o0U YIL SLOU
0
C , ,
w ,T
c r)
1:1K*0
P:[phone]
cc
w 8601 Six Forks Road,Forum 1,Suite 700
o_ Raleigh,North Carolina 27615-3960
NC License No.F-0112
o Engineers I Construction Managers I Planners I Scientists
oN www.rkk.com
ON L Responsive People I Creative Solutions
\�tn
O= 7
COLL tL

Submitted 9/2/2020
TEMPORARY WORK PAD DETAIL
NOT TO SCALE
frm
OUT TO OUT WIDTH OF PROP. DRILLED PIERS + 5' EACH END
FLOW
/—CLASSBRIPRAP
i �i 1 1 l f i .A o 4 i ��r NWS EL.=123.1'
("). ii * li' Vii 7rN?`5.s.,
4 * Aimpt 1 i a 446fr 46ft h,4 "Atfr 4*,
CLASS II RIP RAP
GEOTEXTILE
CHANNEL BED FABRIC
OF PROPOSED NATURAL GROUND
INTERIOR BENT
CAUSEWAY TOP ELEV.
Temporary workpad installation to =762.0'
be determined during bridge construction.
Both workpads will not be installed or
used at the same time.
CLASS B
RIP RAP
N W2S 3 1L 1.0' [�•'_W Iri l qymitANIV1LT__A- \417
F'‘ A'W‘
— \* k PA 4
Aik )44, I( hd, *
CHANNEL BOTTOM
APPROX. EL. = 117.5'
CLASS II RIP RAP
GEOTEXTILE
FABRIC
A
3
0
J
Ll
A , C D OT
DIVISION OF HIGHWAYS
STREAM CROSS SECTION TAKEN ALONG UPSTREAM CUMBERLAND COUNTY
TOE OF CAUSEWAY (MOST RESTRICTIVE LOCATION)
1. CHANNEL FLOW AREA BELOW NWS= 111.5 SF PROJECT:I-5986AiI-5877
BRIDGE OVER
2. PERCENT OF NWS FLOW AREA REMAINING BLACK RIVER
WHILE CAUSEWAY IS IN PLACE = 54%
ON I-95
SHEET 119 OF 163

Submitted 9/2/2020
�° 0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
I -5986A SECTION 3 X -51
CV
t 140 130 120 1 0 100 90 80 0 60 50 40 30 210 10 0 10 20 30 40 50 60 710 0 90 100 1 0 120 130 1�0 150
/45 /45
WETLAND
/4n WETLAND _ _ ► /40
.04
0.025 6763 9.02 I 6:63 0.02 0765 -r
/35 \� /35
3: 3:I /30
130
125
682 + 00 . 00
/20 _ /20
PERMIT DRAWING
SITE 42
SHEET 120 OF 163
1
/45 /45
WETLAND /40
/4o
WETIAND
I 0.025 O.oQ 1.02
0.oa 0.02 0.0 5 G L I #'i'
l35 \ /35
3:Ow- -441111
3:I
130 ' ------------ ------------- ---- -- - ---- --------------------_---- l3/,77 ---- - -- - -- ---------- ------ l30
________ _______________ 125____ -- /25
---- -------- ----
681 + 50 . 00
/20 /20
/45 /45
/40 WETLANDWETLAND
0.025 o.oa 1.o2 , JL J T----------------------0.05 i `i /40
1;1,, _1
135 3 � 1
35
3:I
/25 ________ --------------- 1.30
-- -------- ----------------------_____________-________ _________________ ________ ____
125
681 + 00 . 0
/20 — _ /�n
E
71
N /45 /45
W
(7131 —/40 \A(ET _ AV/ETLAND /40
LAND 0.025 0 i 0.02 `C2 e:e
J
/35 ,� — 3;I /35
3�
3 /3n _ -------------- ------____--------- ----------------------------------------- /30
CLL
--- 680 + 50 . 0
co /�o _ /20
00
Lc
Li
71
3
0
/45 /45
/4n IIWETLAID /4n
WETLAND
0.025 0.02 0.02 0.02
0.0 5
OE l35 3.\ I /35
_--- l.Si.4/ l 30
— — ----------- ----Li-1 1_30
RK
/25 ------------ P: [phone]
Li]
----------
680 + 00 . 0 8601 Six Forks Road, Forum 1,Suite 700
/20 _ Raleigh, North Carolina 27615-3960
c). 1
NC License No. F-0112
o Engineers Construction Managers Planners Scientists
oCV� www.rkk.com
� � 150 1�0 130 120 110 100 90 80 70 60 50 40 30 2I0 10 1 20 30 40 50 60 7I0 80 0 100 110 Responsive People I Creative Solutions

Submitted 9/2/2020
m PROJECT REFERENCE NO. SHEET NO.
1' 25 0 25 50 1-5986A 55
//// DENOTES TEMPORARY
05 _ uu FILL IN WETLAND RAW SHEET NO.
SCALE FOR INSET GLI ,�//i�� �/ DENOTES TEMPORARY
IMPACTS IN SURFACE WATER ROADWAY DESIGN HYDRAULICS
c --- _
,/ ENGINEER ENGINEER
* * * * DENOTES MECHANIZED
50 25 050 100 * * *
* * * CLEARING
IuIiiDENOTESFILLIN '//� WETLAND
SCALE
, Pi
15)
(eP
O DOCUMENT NOT CONSIDERED FINAL
N-P UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 121 OF 163
N
2�022 O6. L
80\Z--
/
. . /
. - -
• /
, • . . . .
• / 1 � ± ±
• WOODS
• INDS / WOODS • WOODS \ worms �c
Q10 2.1 cfs woODs - \ • • / WAZ `�
•
r�
`i • `i ± / V10 1.54 ft/s . . . • - . . • . . . . . . •
\ �� `� y `� `�
WAS 4\1. // E � - _
WAZ / .u , O
1.0
I 2�o R -e,M- w — _
_ _(CH
ORD) i—
W p POP.W�/E IRE SENCE
O p _ O O
WOODS
o
UJ
ili
W TON CL B RIP RAP EXISTI .vim- - . - . - . . '
—a,M 5 SY GEOTEXTILE WOODS W
WOODS . . .
F . . . .
15" CSP 2 ELBOWS C
15" RCP-IV GREU TL-3 C___
W _oak UJ
.immuniimmi - 10'BST W
O - 2GIB-WSF 2GIB-WSF i-95 SBL 37'BST
CIF—PLUG-MILL W/ O
Q — BoIIII FLOWABLE FILL [(WOVE ea- - 0
•
Q - -REMOVE U�DI 3'BST —REMOVE-Dr DITCH MIL CONC PAVED DITCH DI O
•
O 1 MTL -1----r--- - z j------ MTL T 7 MTL 2GF6- %SF--
-s----L---s--- ----i--- -2CsIB�WSF-- ---i--- --L--- ----L---s L s L s L s L i T k_
1 CONC PAVED DITCH - �-
-r 3.5'BST 1 t N 43° 54.7� E -r- 1— 15" RCP-IV I I
1.
CO _ 685 c�� 690+00 15" RCP-IV - GIB-WSF —11.- COCo to -11� _ p�UG & FILL W/ 195 /vt3� sr BST 2GIB-WSF -�- F ^ L W/ 2GIB-WSf 11111r!ila-a-
O
Q -_ III- FLOWABLE FILL 11195'BST L+cYYTAB�CTTIG� IJ
? �� PLUG & FILL W/
73 11 FLOWABLE FILL
•
I 15" RCP-IV IIII m
"-'ll
7 CO ' 2GIB-WSF 2GIB-WSF S < II CO
PROP. SB �- _ .ai . . . . . . . . . . . . . . r , „ e, r> n n ^7„ ,. „ . �n- ' s —`
LO
1 1 1 1 1
. . . woods
WOODS WOODS • • • •• MifirigiararAlairAMOMPARMIIMI;rnr/0rr►rruu/.rrr.rrrnrrrrt►ur
•
r /"�rr� /i1r1, ../!P.rr r00,l11.i//I/r/6[[rt//e/n,Ur,nr,/ W
_ WOODS - - - . . -
�- i � � �- -�- -n EXISTING R/W
m • • c 15" RCP-III - - _____ --_ r►,•:r .....�.r�r% -
**
.m i►,iire rrrnrr.wzrn�ir�I,isr?:rrr.r�I�rr��ui.irreirr/.urur/.rusulnrr.u��.e•��lt� e�iilir::!�� 3 TON CL B RIP RA i P Y• r e + 'I` 'I` Z
*
unu.11r.rrr.al.�u,nr,ur,rr 2 TON CL B RIP RAP
J Gr11►///►,/rr►/r1►/11//111'/r1/2/1/�O/rtrrr /IG/1ICI�rIlrrr�r1/2rr//rr►,rp!iii:11/i;il�Irr.IrIG111�rIrC/r1►//r//11121r1� -
7 SY GEOTEXTILE 11 SY GEOTEXTILE SEE DETAIL H WAZ
Lo . • � �L o3 0 03 — o o p c
0- V p c E E �� itmor PROP. WOVEN WIRE FENCE �/�/ /Q ______.„
n
\ (C H ) `M (,�
S Q10=7. cfs ± E ,,rram� ± _
ImmV10=0.48 ft/s `u� i J� \ ' 10_2 f I .
Q WAZ , �, INSET A ± ± \ F E ° • s'
Q
��c � r � / e7 10- .48 ft/s
E 2 1 , • .
•
. .
. c,„-.._____,„
2
Hi', . . .
\ 1
SITE 42
�- 0 .
• 0
SITE 43
0-) )
i
7 i
3
0 INSET A 7io .� .__
±,
PROP. SBGA# I lk ----)
' �' .
> . . rn-I____cr '-) inn"-) rIn--) nr-k cn, cn_.) nr-,_„,___,,,c(Th-) ., - , _____rn--) (--- - ...
w WOOS _ _
w _
= F F �� 15" RCP-III
, 411111rApArl ,..- : ,
\ ---________,,,,.
S -
w ifr A MI I I r414\Wir,,. .,.,. I IP•T r-A 1' r a-a a 101111131 --- ---
,2 L F w .4111111W,na.A,All ,---. .. ,411K
/WOK
o A
Imo' ', , '.-v ARA „ !/11�/� 4"otWOMW Fie ipe AmeArgssamogouriminiti011 A aFlow..i.-- -
/ / /,/!�l/� pis. ,_,40 r1�/ // I_IJ►__ _. . .__ _ _ //Al A.A.�/A A.. 0
o
A. r r. Ili►
8601 Six Forks Road,Forum 1,Suite 700
- Raleigh,North Carolina 27615 391i0
os F* * * ** * ,, _ B ,' ' ' d Aprata
NC License No. F-0112
00I - FOR -L- PROFILES SEE SHT. 137Engineers Construction Managers Planners Scientists
N= - www.rkk.com
CO/W
cO�LL FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
'` 25 0 25 50 1-5986A 55
/// FILLR IONES WET WETLAND
� � " " ILW SHEET NO.
SCALE FOR INSET �,�//i�� �/ DENOTES TEMPORARY ROADWAY DESIGN HYDRAULICSG I �J IMPACTS IN SURFACE WATER ENGINEER ENGINEER
V . DENOTES MECHANIZED
' CLEARING
50 25 0 50 100 ' ' '
iii_t_lDENOTES FILL IN
//� WETLAND
SCALE
, (I
�o
7,
O DOCUMENT NOT CONSIDERED FINAL
N-P UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 122 OF 163
2�022�6.E
N 80\Z
2
9 ti� m m"
wogDs DS ` \ ± ± ± • •• ±
N `� `� ±
.._____,,,
. ±
rINDS WOODS m ..� ••
woo m •\ worms
oos\ �c
/ Q10�2.1 cfs WOODS • _ - - ` ± J,
w 0 s / V10 1.54 ft/s . . 0 ` ± , - a� ± `V
44.
10 ± WAZ • / I
in
� �+ Z�\Z'OZ W \ ± 'V
—BIM—
PROP.WOVE IRE ENS CE ' - Re N \ s "- w Li (CHORD)mit_ I 11 (1� u! -j n _ r: -'�' = �V �V .rl� J. . . ..0.. , . . JII J.. .�_ J.._-.__ - -
�_ , �N CL B RIP RAP 41k
� _ 9 �. '��1l,` T� r';�1 .� -�_ _ �. _ . . _ -_ -- . . -�- -�- '�' 'Imp
W -a,M • - - = a-= �-- I •5 SY GEOTEXTILE WOOD ��� WOODS '28•
a
F ----------------- 28.0Ati _�■ N�- W DS
a
15" CSP ----- - - - - A -s-- - _
L I 2 ELBOWS AWW1 e•ezi ------ ----- °G C
mi
T T T T T T C VI K' 10'BST
L PROP. SBG
Q — 2GIB-WSF 2GIB-WSF I-95 SBL 37'BST r r — -
_ �k —PIdC BRILL W/ 0
Q — — �iaz.a •
B -III PLOWABLE FILL e`^� OVE DI— — 0
Q �FEMOVE sl.. .
-REMOVE U1 _ CONC PAVED DITCH
Q 3'BSTII CONC PAVED DITC DI 0
-2----Z----r--- ____ r T T Z. SMTL- T--- ---i----L-- --- I- MTL T_ 0
MTL 1 DITCH
MTI 1-----1 - MTL T MTL _ -- r---
II CONC PAVED DITCH 3 Rcr - _ —'-
,- --- i N 43° 56` 54.7" E I 15" RCP IV — - I _ ge
CO — —co �I _ _ / 9� L Jr B5T 690+00 - 15" RCP-IV 2GIB WSF - —µ CO
■ -II` �LUS�&_E1LL W/ 2GIB-WSF —�- JCL W/ _ - — 2GIB-WS-F _ - �-
FLOWABLE FILL t = 8WAB1:€fILL- III
Q — Imo- .5'8S ,'il PLUG & FILL W/
CrIC „e "■ e.e BLE FILL
Z —130 II 15" RCP-IV -ize.0 (7 II "'
iof F�� 2GIB-WSF 2GIB-WSF S M - II
PROP. SB r,
J = �.� WOODS
�_ J
'�-r` '-ry : 41�I,1r-s' 1`1 . . CAT- - . . . . . L—(-1L-2 ----
WOODS /// cr/t►,gi W
w WOODS 6.a _ . _ . . _ . . - s . . - . . _
WOODS
�� _� �� -�- - n : t EXISTING R/W B ��
� Li. .• "• �� - �� .��'m . . �� _ _ � -�-7111:01;0,0011117"0.1.ereillAgirortg?UNUAIIP:eilPgatiPingi.//r.�//%�
mac n • , p ' • 15 RCP-III __ . ,.:e_-
. - Z lAtedr
' emnirr,rrlarurr,/ crams isrn:newrri i:i �rl/a�r�/rro ►iorefror.uruual�sulira�i�ir i e� :il�,: 2 TON CL B RIP RAP A • 3 TON CL B RIP RAP
J %%%srrr►,rrr►/r/►rrn/rr1''/rrr�rrl�0�r4.alda•Aii.: �rllr • rr//rrGr1la■,,lemprdrr.raGr11�///►rrr►/a/./.1. -
�° 7 SY GEOTEXTILE tv 11 SY GEOTEXTILE SEE DETAIL H WAZ
ki
V �� SEE - 1 ' ±� \,� PROP. WOVEN WIRE FENCE E� W ,,rram� / C4)
7- (CH D) O
� � Q10=2. cfs
\ `v' I J� \ ' r10-
INSET A V10=0.48 ft/s ± `\ F a / \ ;
WAZ
-0.48 ft/s• �� 1 .
WAZ
\ jy/Y\�J
2 j 1 -
SITE 42 . CrU3 CV3 . )
SITE 43
m(ID ;•.$7.
0-11n . ) (
INSET A / ...
S -7
PROP. SBG©� `
mr.- -r -P‘ire".. le-171' @.3? nrm--)___rn--)___rn--)___cr --) . _ • i -,: ___rn-) c' " ,
I I .
WOODS 126.0 \
• , P . • '� ,. 15" RCP-III
40A Aar 4111PPAPPvA7 -- - 0
4intirre
PIP
S0 ------_______ Rif ft
,� �ir�r'r ►ir�ii,i�.�rr .r�i � ' .r.�r�ri� , �i� � r. ► , �. . ,i�� irrrrrrr�.� e, ,�nr.
,-, , . . ., . ./ // 1%/% � �/ /rrr NVO N441 , / / //I//// . . P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
00 iti
0 F 1 • _ BA Raleigh,North Carolina 27615-3960
In '` , r ' r ' ' NC License No. F-0112
T � T TT T � ► � _
N. - FOR -L- PROFILES SEE SHT. 137 Engineers rkkcomonstruction Managers Planners Scientists
/ FOR DITCH DETAILS SEE SHTS. V2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
cr
PROJECT REFERENCE NO. SHEET NO.
�X N 27°18,55u I-5986A 56
co
/// FILLD IINEWETLAND ARY ul
W 5�4.93' ES SHEET NO.
5O 25 50 1�� _EiNI-NGLISH _ oCS
R ADWAY DE I N ENGIN LI co co ENGINEER ENGINEER
DENOTES MECHANIZED g82•52
iii,,,i.....____.....i \ :-3,/)--- . • • " • CLEARING
SCALE /F F DENOTES FILL IN
WETLAND
N 69
27°I0'48" E A
— 498. ' //�,
fO\
P.0
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 123 OF 163
SITE 44
1
1 \
,,,
trd _, , .x , \
ii-- WAZ , 0
`W Q1o=1o.4s , 8
_1\ \V10k 1.45 ft/s — 1 �"?
-CH:RD
� / — — `cam� � •`���� p�F
lit A =
W . - D. :ASE DITCH "'`i� - -•- I -
CO �`� - — PROP.
in
SEE •E 1 ��% ' . WOVEN WI` FENCE
O Cam_ �� a 5 TON CLBRIPRAP � � . . - .k _
III
O - - 14 Y. GEOTEXTILE '�- --�_ . _ _ �' 4 = _ _ R _ -
O - C -----WOODS -------- `_ �_ ©
—
7.
PLUG & FILL W/ ---------------=- -----_ C --------
`F �� �i OWA: FILL -s. < . . ---- --
aftilimmie
_ Mk: SPECIAL CUT DITCH
< < 11.1
O � -� SEE DETAIL B
. ynr ■
i
--_s_-_ � A ED c.1
H --- O
.4 PAVED
- 2G 6--WSF -_ r
(/� 695 7c00 = PLOWABLE FILL
- - II REMOVE DI 1.141
_
-- --- ` - ■
2GI: �� 2GIB-WSF_ �► e
- 1..jiiiiillaiLNAlm__Ab400 1 -
Z WI .______
� ��' - , 2G16=Y�LSF o��4 RCP 24 RV�,P _ •
o�-�L��&ALL W/
ir Q
III/l,.-��%"0�.' EXISTING �. 72 ; PLOWABLE-Fttt-
0 ♦ :;4,1�� Cn
R/W IyOpDS .a- _ _ l0 BST
�/ TOE PR• �. LATERAL BASE DITCH 48,; _ _: _ <I REMOVE DI
SEE DETAIL H SEE DETAIL D � _ �w><w/IOW .
_ __ t = _ - . CONC PAVED DITCH
< �� !iw_ . . WOODS ' ' :Flii ....\'L-(CHORD _E Aligh ����/ C --_— < �y�v-- RE eVE X-
- ---------__ —� - �C JB W/MH h LATERAL BA E D
7 a
� v ---_— < < < __ ��� ..r._ 48" WW�W/ISBW - �O II o qg" WW W/IS _ — -- X --- ----
LO
1 f _< —X •
__ X -s-� _ yet v� IL P T
Q 0-3.6c s R SPECIAL CUT BASE DITCH O r ���__ Fcn WAZ V10=1.60 fVssvt‘ SEE DETAIL F <O o CAmplimo -- __ _
e LATERAL BASE DITCH m Rip 216
m o '.alert = �����i� / // _
SITE 4 3 �, 4 = _ SEE DETAIL D R SY GEOTEXTILE R G O
ale
1
r PROP.WOVEN WIRE F NCE w W PROP.WOVEN WIRE FENCE 4, H
E E E i Q
/
KE
cr
'<t
i PUE
E
0
r" W
ci____T---
POE,
a
up
m
in
E
3 /
0 ✓ '
L
O
710
a)
E
E
0
L ')E
W
w RKK
0
o j P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
o
cv Raleigh,North Carolina 27615-3960
NC License No.F-0112
G� Engineers I Construction Managers I Planners I Scientists
N= FOR —L— PROFILES SEE SHTS. 137 & 138 www.rkk.com
/ FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions
cclz

Submitted 9/2/2020
0-
PROJECT REFERENCE NO. SHEET NO.
_ �X N 27o�a,55u E I-5986A 56
/// FILLD IINES WETLAND ARY 01 W 574•93 SHEET NO.
50 25 0 50 100 T'IS'p2„ W o o ROADWAY DESIGN HYDRAULICS
-,,._ _ S 2 co co ENGINEER ENGINEER
11-1111
____,GLI .4
DENOTES MECHANIZED " co
■ ■ CLEARING -
SCALE / F
// ADE WETLANDL IN
271O'48" E
N
498.69' (P,‘
nON
SNP
O
�P DOCUMENT NOT CONSIDERED FINAL
. — UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 124 OF 163
1
SITE 44 ,)
1 1
to
, 1
1- WAz1)
LL Q10=10.4 4fs 1 ■'�
V19 1.45 ft/s 1 e.
M.140�
VCHORD \ •� ---)
�� P I��
CO 0
LLB _ '�-��`�'� _
rk / (0_13
�► wi:ti' PROP. 36.0
��
Wil ,� S E . ,` �% . . - WOVEN W/- FENCE
In
C � ��e0V- ••N C L B RIP RAP �a� � ' .t! Nit
Q ------- \t+.`'' - ,Y GEOTEXTILE �' Q _ ba. ____ R _ III
1
■ 110 nt.
�` �rz. .. __:�._ _ C WOODS ``�- ..'
om: 0•Zff -- - --_�_ _ _- _ ._' _ .',, .1< �'�t� _ -�_!v
Q y7J�Z W/ - ___ � . -
- � ■ � 132.0� �__
ilidri.V
`F ILL 'i- -i 136a -►�__ ---------------------- C -� V/
minmw
ar) - --•••911 /41m_________ _________ •
SPECIAL C DIT :1.4( . . .
.r-.,_ ..AL., _.
'�- i' -�-- _ is q' f,e_-� -� WI
SEE DETAIL B 0b` 36.0-
• _(. ..r...___MMIIMMINIMEMMON - - III
36.0
1�BST
,! 'AVE L
69
ao I
_ - r I I _ P -I. F la W/
Iiiiiiiimmummi
� 5 f00-
' - �o FLOWABLE FILL ■
J
III
z _ - ' 0v.1 O
•
I --- _____ _Adomi_.galisawnroso.• •_,
LLI
- I R-WSF OVE T0�-
J SITAtirjr47
_� % �: c1�24' RCP 24 Rom_ •� I -�L��&ALL W Q_ ,� 1111411,1r FL A$t�Ftt�V "kV
e.eipi w WOODS �- OW
TOE PR•abillineill •4, ATE'.. : . E DI a _;,; �: T - REMOVE DI 140 Cn
0-1 SEE DETAIL H \ = SEE DE IL D WWXW/� M
� , X� _ _II . WOW EMINEMIll _ CONC PAVED DIT
o (CHORD) Q _ e !��W --_____— — !�— WOODSLi RD _ ��.-r -------<___ < �-�_ ZC 11 RE e . r : • . us X X--
C_Ov -■ --- ___ lj� - -- T �■ ,,,L. W W/ISBW x II-o - • _ _ - •
_•
F 12101
LCD . W AZ
_ • �� < -- < < \��__ 48 W �L �..!_�_-�` _ ,. _ • yet=E IL P ■_ --- - __-
Q10-3.6 cfs I
SPECIAL CUT BASE DITCH O r --___ ''/=��--__ F _ • • •11
V10=1.60 ft/s '` L� _ice . _
: swum __� \
11‘ Pr arty
= SEE DETAIL F O o C —�„ j_— _ ����_�___- e ,. ....1
•trm `V m _ O \�_' 11,11111 LATE PEDITCH , $RIP TON
RA CL �—�7�1'�—�----r �_
f % : 6 _ S E DE AIL D R SY GEOTEXTILE R _ _
�, SITE 4 3 re = = - PROP.WOVEN RE FENCE - V
•320 PROP:Wi l EN WIRE F NCE TO
0'k£1 * /� IL41 II-4
Or ever /
�0 E
H e I .e� eB _
L'?
�\ PO
":-:ZP i
0 4> E-138• ._._,0
r;O:--.-
+? Z w
L / n PUE
a)
cn
CO
o
C
3
0 ✓ ---
L
O
0
E
a)
E
E
0
S_
E
W
w
c,
RKK
ci_
(r)
P:[phone]
I 8601 Six Forks Road,Forum 1,Suite 700
CD Raleigh,North Carolina 27615-3960
cv 0 NC License No. F-0112
G s- Engineers I Construction Managers I Planners I Scientists
N FOR -L- PROFILES SEE SHTS. 137 & 138 www.rkk.com
co/
cocc FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
c° R0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
71C I —5986A SECT I ON 3 X -56
up P: [phone]
1 0 1 0 130 120 1 0 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 8601 Six Forks Road, Forum 1,Suite 700 10 1 0 120 130 140 150
Raleigh, North Carolina 27615-3960
NC License No. F-0112
Engineers I Construction Managers I Planners I Scientists E RM I T D RAW I N G
www.rkk.com ■
Responsive People I Creative Solutions SH E ET 125 O_F 163
S IT E 43 & 44
WETLAND 1 ,
_ GLI
\_3?--
140 /40
/35 0.02 0.018 0.018
/35
_ 0.020 , 1694
+ 50 . 00 ''------------ -125
WETLAND
-..._ WETLAND
/40 /40
1.35 0.02 0.012 0.012 /35
i00 012 130
3/
/2.5 694 + 00. 00 —__-- --- -125
WETLAND
_- ._
_L4CL /40
/35A_.� I_ ______ 0.025 =_ 0.020 0.006 1 0.02 0.006 0.006 _1 /35
130 _8-------------------- — _ _-__---------------------- 133.10 1- -- `3� 130
/2.. 693 + 50 . 00 — 425
E
01
4
c.-7 WETLAND
1 ...
WETLAND
_1 +
1
_1
/40 /40
3 /35 /35
2J
0.02 0.001 A.
701 ---------------- 0.025 0.020 0.001 _!-- - -------J----------- __ J
125 693 + 00. 00 ----- --------------------------------------------------/P5
Lc
Li
-WET N-B '
_...0
1 WETLAND
s_
..• I.-
l40
E /40
E
0
/35
0.02 0.007 0.007 /35
701 —1__ --- _ 025 0.020 0.007— 1 — ------
w /.3n ------ ------- --- -- -- ____�_---_—__ --� 132.53 ---------------___-___ __-_�__ 4.V 130
_____ _ ______________
w
/25 692 —I-- 25
Up
U -
I
\ 0. 150 1,10 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 410 50 60 0 80 90 1ic0 1 0 10 1 0 1J0 150

Submitted 9/2/2020
0 I PROJECT REFERENCE NO. SHEET NO.
I-5986A 58
/ ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
co
50 25 50 100 GLI ENGINEER ENGINEER
ilill
• * * DENOTES MECHANIZED
• •• •
• * * * CLEARING
SCALE Z
d /%
\AP°
DOCUMENT NOT CONSIDERED FINAL
N 25°28'35" E UNLESS ALL SIGNATURES COMPLETED
555.99'
PERMIT DRAWING
/ SHEET 126 OF 163
/
N
_ SITE 45
, - _
\ .', W BA- , /
AL -- -„,,B____ ______
\ / /
, * -
/z
:
•. .
mow, , ± / ± _ ± ,
. A'
. . • ,
_,_ /
N. . - . . .
. . ,
-- - , .
,,,
CD
- - - WBAk +0 .00 ± / NP 14
PROP.WOVEN WIRE FENCE R \ J, yr,
\ ± ci :140.0T LTh V �' Ri fW • O O0 O t7W O — • OO O \ EXISTING R/W UJ
_ . OO
� �/ �i �i // SPECIAL CUT DITCH �/ ± ± / • EIP C
C SPECIAL CUT DITCH _ ,11i60DS
—_______— • •• _ SEE DETAIL B
---- SEE DETAIL B --- 91A1— >
CO
WOODS ----------------- C �• C
•
UJ
UJ
— U)
0 _ O
0 — O
O / 95 SBL 37'DST /-95 SBL 37'BST O
+ _ —G13-; S-F--
O N
0
+ REMOVE DI , 15 RCP-IV +
N = _ I I I I _ -
725+00 N 25° 08' 46.4" E --T- -RCP' s----2-GI$ sF - Nil
WSF
11 ao
in
Q PLUG & FILL W/ 11.q I- NBL 37'BST
— i-95 NBL 37'BST FLOW CC A ET7 11 —
CO 1�~ in
< CO
J 7 II _ _ Mlill �
J
3 TON CL B RIP RAP
. W00 LEA,
— ------------------------------------------------- C ____
Z --- - ------Jd( IIDS-----------------C--------------- — C SPECIAL CUT DITCH _ _ Z
SPECIAL CUT DITCH
C WOODS SEE DETAIL B C
J SEE DETAIL B • • • • • • • • D •
7 . . . . _ X -r -- = — X -X . .
• • EXISTING R/W EIR 48" WW W/ISBWj ""EIP10v
LO V OP v�-.'-'-6-' `"`s' ,,� PROP.WOVEN WIRE FENCE el 6) �S o V
Fi •
cr
a PUE PUE PUE PUE PUE PUEA PUE PUE PUE PUE PUE F
m •
Q +95.00 +00.00 S�° WOODS F.?tr
140.00' 140.00' RT �6i3v o
158.00' F 2
T O.
t ?06
Q • •13. .
Lo
GI .
LC)
H •
/
E
O
O
O
(f)
03
in
C
3
ro
L
O
/
E /
O
E
E
0
L
E N h
C
L ''• rv
P
1
cc
w RKK
o P:[phone]
/
x d,Forum 1,
o RaleighSi,NorthForks CarolinaRoa 27615 3960 700
Suite
o r6 8601 NC License No.F 0112
\� FOR —L— PROFILES SEE SHTS. 139 & 140 Engineers Construction Managers Planners Scientists
cv / www.rkk.com
�/_ / FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People Creative Solutions
COCCI

Submitted 9/2/2020
0- T PROJECT REFERENCE NO. SHEET NO.
o-
I-5986A 58
co
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
50 25 0 50 100 /
GLI ENGINEERENGINEER
i " . . * . DENOTES MECHANIZED
CLEARING
SCALE
z
100.
O p ��/'/�
DOCUMENT NOT CONSIDERED FINAL
N 25°28'35" E UNLESS ALL SIGNATURES COMPLETED
555.99'
PERMIT DRAWING
/ SHEET 12 7 OF 163
/
N:
/
SITE 45
2
_
(311
e 17 A 1 /WBA C-6.) 198.0te./ 3 n�qBI t�I e / �/ ± 0.86 / ��aM
,c,
Lo
_ - - m WBAk JL
-,. . •
�' �i m m 1+0.0 LT�W. ,
B B �, q5.m •
4Q
W C ,e.e PROP.WOVEN WIRE FENCE R l " _ 0 0 0 I „,.
cb ,
W
O Cr` ��, m EXISTING R/W , •, EIP / OO
I `'
•
W cte
mJ SPECIAL CUT DITCH �� EIP C W
I c SPECIAL CUT DITCH �. f I _
,o asp SEE DETAIL B
----------- SEE DETAIL B —91M— — C S ---—— �� ate!! �1 "* dip
____-------- - --------'-_
----------—
CO N WOODS
e
UJ �48.0
Cl) , UJ I - NE
�
co 051 051 . 051 O
0 _ _ O
�� 51 J / 95 SQL 37'DST /-95 SBL 37"BST
• G+B-WSF--
1. 15" RCP-IV 0
I''� M
N I I I 77� _ _
----- — L T T T---L---=----L-- L S T----L--T L T I_ 1 X1 5 OCJ "f
1_ 2CIB WSF No
IIEo
•
Q PLUG & FILL W/ 11 i-c Na_ 3T BST
i-� NBL 37'BST ,t711ET7CC �y�� n
150
—�i5 0 _�
II 71
—
_ ion 150 III 150 I�.O <
150 150
11111 J
I --
3 49bB RIP RAP 1
S EX LE ,
____-- ---------------- SPECIAL CUT DITCH ----_____ Z
Z --- --------------17f0IIDS---------- C C
C WOODS SPECIAL CUT DITCH E DETAIL. . C
'. SEE DETAIL B ,,;r
U I —Z .1 4._..1 X -----*b.,.. ._;• ;4.- . .:i..,? dr#...-• .1
• EXISTING R/W . El 48" WW /ISBW �'�
lP
r- ^ O • W• v `ire ' O O
h-
00
V �, � " ``� PROP WOVEN WIRE FENCE / R�y�S V
A
cn I. �� / 0 �> PUE PUE PUE PUE PUE PUE • PUE PUE PUE PUE F'
WOODS
m Q a� +95.00 +00.00 S , Q
_ri140.00' 140.00' RT 7• �si3v o
. ......44,0
mg 158.00' • F
dos ���
KC • °93'
CD
.
LID
•
M/
l r1
L
0
HI,'
0
0
(f)
M/
W
/
7
L
3
/
L
O
710 /
0
E
E
0
L
E
N h
L P P
I- u)
c,
RKK
/
P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
O Raleigh,North Carolina 27615-3960
/
No r6 NC License No. F-0112
c\i
\-o FOR -L- PROFILES SEE SHTS. 139 & 140 wwEngineers Construction Managers Planners Scientists
cv / w.rkk.com
�/ /f FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
COCCIResponsive People Creative Solutions

Submitted 9/2/2020
�° 0 5 10 _ PROJ. REFERENCE NO. SHEET NO.
C\ liliiiiild I -5986A SECTION 3 X -69
1 0 1 0 130 140 10 100 90 80 0 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
PERMIT DRAWING
SITE 45
S -IEET 128 OF 163
INGLI11
/60 16n
/55 /55
/5n 0.02 5 0.02 02 0.02 0.02 0.02 5
/45.4d
/45 ------ ----- /45
146.39 146.41
732 + 00 . 00
WETLAN
160 /60
/55 _ _ - /55
A/50 _ 6:1 _ __-- ----------- 0.02------- 0.02- ---___---- --------- 0.02 ------ 0.02------=-----0_025_-_ i /50
_________ ____ ,, ----------- -- 6:1 __ -� ---------------------- --
149.47
14.5 ------------------------ ------------- 1�16.65 ----------- '--------------_.--- 147.45 /4.5
731 + 50 . 00
/ETLAN D
/Fn /Fn
/55 /55
0.025 0.02 CI.02 iA________J 0.02 0.02 0.02 5
/45 146.91 /47.52 /45
731 + 00 . 00
E
71
LH
W
C WETLAND
/60 /60
3 /5.5 /55
_ 0.025i 0.02 0.02 0.05 6e� 50l
Q i 0.020.02 i
150
-------------------� % 149.45 `\`� --_ ---------- - ------ - ------- --------------------- - -----
(11 l45 '�' 147.18 /47.64 /45
Lc71 730 + 50 . 00
V
0
0
WETLAND
E /6n _ yen
E
0 /55 /55
0 025 0.02 C�.02
/5n
w ------ _______________ RK ft
/45 147.44 i - ------ /47079
i 8601 Six Forks Road, Forum 1,Suite 700
730 00 . 00 Raleigh, North Carolina 27615-3960
o NC License No. F-0112
o Engineers I Construction Managers I Planners I Scientists
oT_ I www.rkk.com
_ 150 1,10 130 140 110 100 90 80 70 60 50 40 30 20 10 II 10 20 30 410 50 60 70 80 910 1�D0 110 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
// DENOTES
WETLANDTION
IN /
I-5986A 59
0 ILW SHEET NO.
DENOTES MECHANIZED ROADWAY DESIGN HYDRAULICS
50 25 0 50 100 , , : 1 * ** * * * CLEARING
4746 / ENGINEER ENGINEER
i_t_it DENOTES FILL IN P ti�11
SCALE /F F WETLAND �3��
V.‘Pv
•
/
/ / DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 129 OF 163
. /
M
m
0
W M
P co
P
Z
SITE 46
, \ ,c5 i
, \
, * \
, c3, /
, ± ± ±
( ±
`/ c)
Q10=2.2 cfs
CO 1
± ,j_ * WBC
v10=0.92 ft/s Q. +oo.00 O
O SPECIAL LAIIERAL V DIT H Q =26.9 cf AC �C `� �
SEE DETAIL A V10=1.70 ft/s 64 * 4 /140.00LT
O C I—
L lml _ 81 _�- EXISTING R/W _
UJ C �_�� :- ■A' D V DITCH •
�`SEE DERAIL T�i `� �i 0 • • . . . . • • • SPECIAL LATERAL V DITCH SPECIAL CUT DITCH C
> pr �� t'F)E PROTECTION .ABM #517 - - - - _ _ _ _ / SEE DETAIL B _
SPECIAL CUT DITCH �• _ ii F - __--- ---- __ ----------------
SEE DETAIL A 1
• .��.�,. �-- . . —81M- - WOODS C V♦
SEE DETAIL B iri roosep ---_F - _ _ _ - . . __ F > N W
c��r.�u�rrrrr�
LLI i . .
N
CO —mIll I Es l°I BL-228
CO
> I 4i _�,
CO «� 10'BST .i �� — o O
O ` oi
—� U II PLUG�FILL Wes— 0
■ l 95 SQL 3T BST N k
N ;4.-L'I FLOWABLE FILL - •
NO
O 2$Fi�Wsr — 745+0© LO
+ 3-5'fS$2" RCP-IV 1 RI CONC PAVED DITC -L- I I I 24 RCP-IV +
M .
- - T T - - - 5____T _ J T - ----L---=----T----L---S----Z-- ----Z---�-�--L---S--L--- ----Z--- - ----L---L --- ----I----1----L--- ----Z---L---1— S T L - 26�
M " —26' ----L-- 735 f00 -- REMOVE DI 740�00- NV.
�— 01 2GIA-WSr 1 I III 2GIA-WS1 O. Nil
N
Q - II PLUG & FILL W/ PLUG & FILL W/ ,I�: / = - A _ ~ o
-�� 6 FLOWABLE 11LI LO ABt�ftt��I�- i �� N Q
1 . N
CO M� .) /0'BST N
j
l • 1111 .= MI , -MIIIIMMII' M11111' a u)
LATERAL BASE DITCH N v
1 F N q SEE DETAIL D � F F . . . . I
LV --- I - — . -- . . _. — — -- — — -- — — S CI SEE DET TC . •. . . . . . . . . -
• I • A C B E H
F 1 111 I I 11 I MI I El In KO In 161‘I KM al I KM=I in I lal I I laibN I MIN lak
C y. . Y. . XY _ _Y=� ..,rw2► ►,_ _ -.- .,•. ��� �rWFArdrAgrArat4PAIVAAMPAAVASbeahallui•x.
rrx -i 'i- -�. _ • 5 TON C BRIP R�P SPEC ALCUT ED TC _ J
�` 48" ww w/ISBw X C X - X x_ X X�X } �r TEXTILE 48" tua/[x l� r
0 p p 0 O APROP.WOVEN WIRE FENCE O O
A 20 TON CL B RIP RAP LATERAL BASE DITCH '` 6 ♦ ♦
I
_ 56 SY GEOTEXTILE SEE DETAIL D
c Nor I PUE PIKE PUE PUE PUE PUE PUE / PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE
m Q +00.00 Q
t� 140.00' RT
E E E E E 2
Q
c.0
co
o-
Lip
C
0
5'
0
0
cn
/
m
/
o
C
3
0
L
O
710
0
E
C
0
L
C
W
I-
CC
Cc
w RACK
(r)
0 P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
o s_ NC License No.F-0112
\-o FOR -L- PROFILES SEE SHTS. 140 & 141 Engineers Construction Managers Planners Scientists
�_ www.rkk.com
co/W FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
PROJECT REFERENCE NO. SHEET NO.
j//// DENOTES
WETLAND
IN I-5986A 59
c ' R/W SHEET NO.
50 25 0 50 1 00 ititil ft4GLl
DENOTES MECHANIZED ROADWAY DESIGN HYDRAULICS
CLEARING 4� ENGINEER ENGINEER
DEO a�
A /
SCALE / F� TES FILL N ‘4o
/ // - DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
/ SHEET 130 OF 163
Mm .
„,„ 0
coM
P co
P
2
SITE 46
�" 148.0
7----- ;
B n� *Ve \ 0r ?0 � V /
\ C� i9
Q7)
m y
as
6/
n c
\ m
Coy W B C \ \ Q10= .2 cfs
Q1 =26.9 cf�i N \ V10= .92 ft/s a +00.00 O
In P' IAL LATERAL V DIT H o " m;)I i , 0 BB Co
•
er1 SEE DETAIL A V10=1.70 ft/s 9� -w� P IN VIENCE" f
4 SS at
W �_�, m EXISTING R/W _ 1110 " .- f W
W _ -_-�-' - ---�'��` rA' V DITCH r " `/ `/ ± '� -�'. :
•
C ____� -=--- •
SEE DETAIL T - `� �i , ERAL V DI m m SPECIAL CUT DITCH
�'- .71111W
i
_ �m • ` = �ETAIL A �l a SEE DETAIL B C
DSO �� 6E PROTECTION We.epBM #5I7 — _ — — f�� ar 4.3•.4 ,.-141-11k.
__���s:� _! _ _ C _ `�� — —
ECIAL CUT DITCH �.*-1Pir Itlitgial -----1--- - z��...�.,� �. —e�M m N
LLILLI __ i biriraill--1.- nr. •vre- -w--41 . '
LLI
ES I' BL-228IIMIIM111.111 — 1=111- , CO
0 _1 10'BST i I I ev eel �' �1 CO
_o
O 4 —� ' V I+ —PLUGFILL WWI— l 95 SBL 3TBST cam, 0
■ «_ o ` 1.
l ic? PLOWABLE FILL •
O N, III - -4 . o O
0 11 745+00 - N.
�) 2$Fi�Wsr �, LO
15e • , ►•• 15e 24 R V
M I 1 /I CONC PAVED DITCH v 1 I• - •. I C ' r p/ �T I - --
_ - - - ---Z---�— ,• J T ■— ----L---=--- Bel ---�---- --- — — - : — ----L---L---S ---LP—/�-l-.iF�H — T T IZ y L---1— S T IL 7a
nilailliR d/^RI T ■
•
N II 2GIA-WSI - 11111 11111111111 0
1 .1" 0 — 2GI III
°° Imo/ PLUG & FILL W/ PLUG & FILL W/ _. .. /-- A: - A —� _ N
Q n —1 01 •
I. �' - N �V I I FLOWADLC Ha— L8`�tAB!E FIL �I�- i �� Q
PSI I 150 150 �- 150 150 1 1 IM
— - •
,� la R L N I I 15e
1111.11
J I 146.0 J
RAL BASE DITCH ' 148.0PI"B• BeI
F N SEE DETAIL D
II — - — —. t — — _� _:_: eehl-- — — .•..
__ _ SEE DETAIL F , ` < <
�H
Z _ ___�� ��________ WOODS 150 < _
CT �����_—_l F W0OT�__—_ �_ �n_rrs !as..a--�� aTasw.ar�ia_— irw_i ��mi�_���_�ry v, < - . . _ _ _ ----- ------C
� �� .�► ►�� -����7 �-��� _ �� � ���� J �� - X X X x 5 TON C B RIP SPEC AL` :A C J
O X �( xx ... n n ►Ut.: v _ _ —, ,_= � t X )C C a.e X Gl.�� i .; /i�l -r,/ n•
O P 40.0
O •
A 20 TON CL B RIP RAP O LATERAL BASE DIITCH
"' d A PROP.WOVEN WIRE FENCE
6 ,, ,
_ 56 SY GEOTEXTILE SEE DETAIL D
cn PUE PIKE P 4 PUE PUE (_ti_JE PUE / PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE
D Q \F ", V +00.00 14B.B
140.00' RT Q
m
E E E E E 2
KC
I
Q
CO
LCD
OE
E
0
0
0
cn
/
m
/
In
DE
C
3
0
L
O
710
0
E
E
0
L
C
W
I—
Cc Cc RKK
w
0
(r)
P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
O fa Raleigh,North Carolina 27615-3960
o fa Raleigh,
License No. F-0112
\-o FOR -L- PROFILES SEE SHTS. 140 & 141 Engineers Construction Managers Planners Scientists
�_ www.rkk.com
CcO�ZO FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
L 0 R10 5 10 _ PROJ. REFERENCE NO. SHEET NO.
c,DCV
71C I -5986A SECT I ON 3 X -71
P: [phone]
1 0 1 0 130 140 110 100 90 80 70 60 50 40 30 20 10 0 1 20 30 40 50 8601 Six Forks Road, Forum 1,Suite 700 10 1 0 120 130 140 150
Raleigh, North Carolina 27615-3960
NC License No. F-0112
Engineers I Construction Managers I Planners I Scientists PERMIT D RAW I N G
www.rkk.com ■
-SITE-4 6 Responsive People I Creative Solutions S HET 131 OF 163
INWETLAND
1iGLI
...
tl
60 160
/55
0I .02 5 0.02 0.02 L_ 0.02 0.02 0.02 5 /
,_50 4°1 --------------------------------- __ -------------------------------------- I 6°/ _ l_50
737737 + 00 . 06 143.97
WET1AND
160 160
/55
_A0.025 0.02 �.02 I J 0.02 0.02 0.025 /55
/50 4a� ----------------------------- ---------------------------------------------� 528°/ 150
i
736 + 50 . 00 143.86
WETLAND
/nn /60
/55
0.025 0.02 0.02 L- 0.02 0.02 0.025 /
15n L. __ -------------------------------��� .- - - I 6°/ / 0
/ ------------------------------------------------- -------------------------''''' 148.67 ---fir '3" --- 145
736 + 00 . Oô 143.74
W
L
_1 1
WETLAND
_1
160 160
3 /5.5
L 0.02 5 0.0�1 0.02 L- A_______ 0.02 0.02 0.02 5
/ - - 3 44.5
03
0° . 44.62
Lc
/40 735 + 5 0 . 0 0 143.84 /40
0
0-
c
L
0
E
16n inn
E
0 /55 /55
0 025 0.02 0.02 IA__________ 0.02 0.02
0.025
LL 150
/45 I - 3:I 3�� --f45
cc
LL
144.80 735 + 00 00
144.17
/40 l40
N
O
CVS_
0=D
CV ._ 150 1�0 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 0 50 60 70 80 90 1i0 1 0 1 0 1 0 1d0 150
00cc� 1

Submitted 9/2/2020
WOODS ,_, PROJECT REFERENCE NO. SHEET NO.
25 0 25 50 : I-5986A 6/
`7 I I I E L CHANGE 1 R/W SHEET NO.
DENOTES IMPACTS IN ` I
DETAILS G O D . _ � _-- nr ENGINEER ENGINEER
SCALE FOR INSET / SURFACE WATER �� ROADWAY DESIGN HYDRAULICS
,,
pd
50 25 0 50 100 //� DENOTES TEMPORARY - VOt „iltSr ' -
IMPACTS IN SURFACE WATER -`) . .
i1t11 • . , ; F
t=C,,',
CHANNEL C
rr
SCALE
A1WAMI
ett �.r.
,i-
14 ''''''P" *Th. (Dim-) rim'
- 1211111107
-- _, _ ) _ _ )
A.,*
A.iir
r. N CL I R DOCUMENT NOT CONSIDERED FINAL
`►.' �� ; 4 �4� UNLESS ALL S GNATUES COMPLETED
.Elmer ;Y G EOTEXTI L *view ,r-__--_ - - • • P
� � — � O O u
tlL-- 7-3 _ CONC W HW - '\ a
HW 11 11 \ 1,0.\v
ET
NS A ��
INSET B PERMIT DRAWING
SHEET 132 OF 163
SEE INSET A -L- PC Sta. 769+20.26
S K-2
WOODS
10'WIDE BERM ' SEE DETA EL IL S CHANGE �` , • ''• � CD
N
v � ry
0
TOP ELEV=148.5' �O nip
SPECIAL LATERAL E
SEE DETAIL Q Q� -�%fu �'
V DITCH STANDARD BASE DITCH to
•
SEE DETAIL A �� SEE D_AIL I PROP.WOVEN WIRE FENCE R _ ,"� : ' �'� O R PROP.WOVF�V WIRE FENCE W
.a. t� - - ���' * •r i.ii.�� -�- — X X --I-AT-UAL-BASE-DITCH UJ
WAil•
—_a�AFFA'M 1_ � '. .�� -.. DETAIL D i
,M WOOD 10 WIDE BERM LATERAL BASE DITCH
W ` — _—_ir .f.��..a. �r�+ mm7 .�___-00D.____..___
SPECIAL CUT DITCH • TOP ELEV=146.8' SEE DETAIL D
'6 , _ __ C7 il�w SEE DETAIL Q AmoieWOODS ---►_ � r%�r1� �������►-...'w � ��
F C
l'cLi: HW CONC I W HW C F-- Q_ F W
W REMOVE HW I I� II co
W FE I ' III, -
W k A �- O
1 \\ LUG-R Fll W/ °� - -
0
NN FLOWABLE FILL
11 '
N 1 ? /-9S SBL 37'BST AB t FILLW 1 N I,77 0
O o _ FLOWABLE H Q. I o
oi
0 �� r O1 — 2GIB-WSF\ - - R€M� D o 2GIA-WSF - 2GIB WSF - "1 +
O I I CONC PAO N DITCH DI�\ I I II
DI CON PAVED DITCH 18" RCP-IV REMOVE DI �� A CV
TA RC��FF-- ------1-8'�RCP-1ITT i T s---RR P.-GP. --T BARRIER"----770+00 26' J� Nu
CF) 26� / �- --L- Z T --L- -L---S- T L S L S T L /Y LJ ®�' J. 11 MTL Trs .7CT 72"'RCtY1V --
"/ 760 00--- 7 �MOd�6r- N �—
`" 2GIB- \\\ (B �')j GIA WST^ �-a1 SF 2G+B=WSI - N 0. 1i- — A �= •
LC) A O. 30" RCP-IV n _ L N - �� Q
Nal �- 63 o• - o -` PLUG & FILL W/ Q lip)
<t- �� 1-95 NBL 37'BST \� m 7e II-0
•Q �� N _ n _ \� - PLUG & FILL W/ -FLOWABLE FILL -ram -�� — — N - _
mm
`.) if rtt 1 1 o < - • r
I.
■ r < 1 I^=' NE . PLUG & FILL W/
Cn GREU TL-3 CA -1 LS FLOWABLE FILL J
DITCH DESIGNED PER I 8;/ + L I I 1 1 $;I A
11. 1.11111L\\
N N NE:01TL_El
O DOT DISSIPATOR METHOD -S_ - N� WNJ
CCF _-- _ -. . - ---- . . . . . . . . . . =I ------- ------------------._- . . _-------------- P P .-- F
F F
UJ )DS 8 TON CL B RIP RAP WOODS -.- �, � ! , CHANNEL CHANGE . . • • • • • • • • • • • • • • •
21 Y _ OT TI '..,��r
_y X X APP X 8" W W SBW>,�` X X X ��'. w X 48" WW�W/KRW X ��X ��. ""' t .i. . �; . X , X x x x��X X X �_`]
111111.411
R G _g„i, �_ _. � - � �---�--- - � ��. � - -. _ :� � : .-_ _ -- _ - - - _ � � ; � - _ �-�� im. ` :wNe. z� m :_ :_ :=.. :7 .�-'. 'TAT'- 'T- — _ .
• • • • • • • h'I 13.-TO CL II R •gyp• ai V� — — W — _ _ • PROP.WOVEN WIRE FENCE
cn
PROP. OVEN WIRE FEN �� �� _ — — _
_ - _ 190 SY GEOTEXTIL 1f*
m � v _,. , ± * ±
� �l� _I PO � �,� PUE_ _ PUE PUE PUE, `— — — _PUE— - — PUE 81rN— PUE — —� O ����'<: PUE /�' —PUE \ ,9�M�Uf �, � � *'�' • � � E �I PUE PUE
v
/ - -
,, .
. .
0,
Q QWBD -L- PT Sty�63+ 7.88 ,� 1 \
\ \ i , , ±
0-, . � � i + + WBD * SEE INSET B f
JL
WBD ±SK—i _v_
* ,
, , - - ->3,M_ -/ SITE 47 /
01 ±
. *
H-_,) ± -±
up
m
in
C
3
ro
L
O
7d
E
0
E
E
0
L
C
W
1-
cc
,_
w RKK
0 P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
O Raleigh,North Carolina 27615-3960
No NC License No.F-0112
� FOR -L- PROFILES SEE SHTS. 142 & 143 Engineers I Construction Managers I Planners I Scientists
S= , www.rkk.com
. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions

Submitted 9/2/2020
WOODS PROJECT REFERENCE NO. SHEET NO.
tir
25 0 25 50 e ,; 1-5986A 6/
Iiiii - / IELàH* NGE _ _ 1 1 RM/ SHEET NO.
DENOTES IMPACTS IN �"
SCALE FOR INSET ?.._1.1 , SURFACE WATER DETAILS4 �OD _ �,g` ��� nr-),-) �^ ROADWAY DESIGN
ENGINEERENGINEERS
/' DENOTES TEMPORARY 1/44.1t
e //"150 25 0 50 100 _ .
/1
���� IMPACTS IN SURFACE WATER • 10 * � - 4t ---- - -
i1i11 •
SCALE m '� \\\ �t vol.
.440K-41,100.,7/ ) 41' ---........... r I '-'4' ./9c HANN
? �ir �� �� °`� ; D ETA
fi , ' -_ \ I t tr'
�� X nt ��mid -- w��� r`.�n'=hih� ..
m ,/ \ D r antsipe to
C I /V AM/
at�-��� 44 i a%M 1 /may
alaitistrtie W�'Asir �•��—r�lr�r Wr
DOCUMENT NOT CONSIDERED FINAL
h. � � ���I��j���� �`I�� '� i?'Iv 1 UNLESS ALL SIGNATURES COMPLETED
;j� I ,`�rli� .\`fir
__ _1111‘F ��t arffr. - - -—411 1 �Y EOTEX �r �� � ;�,,
_-..ad.: Si, \t's
./.10Q
1 �1
� 1
ETA �-e� o '2;3
INS
�P
INSET B PERMIT DRAWING
SHEET 133 OF 163
,...
t .
-L- PC Sto. 69+20.26
,.a.0 SEE INSETIi
S K-2 .• r
WOODS -2
• HANI.EL eNGE m`-. ♦N�/r�
D
00 �
a DE ERM SEE DETAILS ? -
TOM; o
SEE DET L Q5 SPECIAL LATERAL QE 14 lip 2,
V DITCH STANDARD BASE DITCHP ;p';'° o •%�
(� ,Ian••-e'srli •
SEE RETAIL A SEED AIL I PROP.WOVEN WIRE FENCE R _ 1116b0
� .� 'IMF/ O • PROP.WOVE / WIRE FENCE W
O �0'_ .a. �� - -�-- � _ -� - ' � .i�i/4r _�r�i.:.�� =— — — — X X -� I7 - --LATERAL-BASF-DITCH W
W ` OOD ` 10'WIDE BERM LAT L BASE DITCH Air E. w_ ,� � I ,�- +
lief . .. L
W SPECIAL CUT DI H ,TOP ELEV=146.8' SEE DETAIL D _—�_����`���'�/i .atzu ��.. ��� �� �__OOD�____ ��__
1s , �.. , -.C7 r d k SEE DETAIL Q WOOD -- ���t� r/I,: ;: :�- ■W+�0��6�����i���� .�
C ____--- -------- ---_ --- -..�� i�i i�irir'�i�s��r,.... �,�_ ��.i'rp�� ,a`- W
�f� HW74,41figi —.4 r am-. i^,� — W
W 1 'E*A.°4•VE CO
- —
W FE '� III 1 0
CO « �r \\ u�4ur-R FII I W/ b1 -1� - - �_
O X �� FLOWA 1I `� ■
�- o /-95 SBL� p'°'' BST —Ft &�ttt W/ I A N 1 ,
/-9. 0
0 �_ • 1 _ I PLOWABLE FILL I a
J
Q (NI
� ` 2GIB WSF - - _, D MO E-D I I I w� - 2GIB WSF - - `,4e. r +
O I
,
DROICN DI DI _ _ I REMOVE DI D �� N
+ -/ - �,I CON PAVED DITCH -- - 18' roissi
=RCP-IV I , -�- = I II CONC PA DITCH I
-- — - �� ir c. `.� „ --�-- nS T 1•,-. B--�b"D�T :_Lc�/C T __1-__--L---1 ��I�L---_T--
---1.6—ICi.��lt --I '---- TTep�TZ T DF9 TT 1/L7T 77O /OQ II
Ci 26'— 760+00 Cv REMOVE DI
`�' 1 - 2GIB-W51- —c - ( �')j2GIAWSF —2421 8� 26FB=WSF o. II- — �� ■
-- Q 30" RCP-IV 9 `� � co 1,...)
_ (NI I In"
N. ��—kr �� }\r /-95 �.3T BST PLUG & FILL W/7 „�-, A ''aA,\ 1I �� 7�
�, — \�� - - IOWABLE FILL -ram -�« N �\ ��
Q N n 148.0 -AUG & FILL W/ _ _ . I ------_____________-
0 I1 (n
�- T. 46.9 I Ii, R < iI �
V ,..AFLOV/ABLE FILL
W/ '
CO -111111IMP
- - GREU TL 3 c �llr� - J
OUTLET ED PER I 140 8. '� 8:I I
• vi NEW YORK DOT DISSIPATOR MET OD �I,�
JC — --- , — — . . . . . . . . . . . . . . • _'V!/i51\ . . 14 P 4 - - W
rnrn — _
W , 1+ . . \\\ \/` ,cHANN II HANGE F
6.e a r, 00 \ p il4 0�.'.,1 .
8 TON CL B RIP RAP WOODS / I.
miL.
o OT TI II����Ie� DET IL S. x-
n .T1 .. j.i. 1i. . a.
�/ APPIIIX '8" Wy W SB --- -- - -_ ----A4�—,. - -_ x 48" WW>,W/ISRW x X +11.;�iF�JA.J' _-: ��� - - �C- X X X X���C
.� IYc -X X - - - - '- - -' ' .'alma .30.0138.0 — �'�''"lir �\n!�'trii ! //�� 14)
pi'
a lm ® - _ -_- - - +m unun tE-� - � LJ \ rl� (1u _ ON:�i����l�,Il�lr An Lfr.L!�'LI'"---L(� rL('` rLf .7-n 11-:.c.�:■._ �r y -`-- � 13 TO I �,►. r• ��1., C� - - - - — _ '.'.. OV N WIRE FENCE
n PROP.�1���/OVEN WIRE N �� ��j .,'2 Is•,.
-r" _ _ OTEXTI r, - PUE ''___-__ ''` '�_ -,__
V `� ds SUE- - PUE PtJ• <9 ± 7 r * TE- _�� i 'TUE
t PU PUE ■ ± v `� ` I� .• lJ /, ± _
1
_c Q �. e �, 1C 2
)
KC
- WBD • -L- PT Sty�63 .88 ± * * ;, 0 1 �\ / 1
`LID � , _140
WBD S SET B ;: WBD \,?.,„.I- • I. S K-1 ,/
- - -9,M- _/ ± ± SIT E 47 /
01 ±
0
H-_,) ±
/
CO
/
o
C
3
r0
L
O
710
N
E
C
0
L
C
W
I-
X
CC
,,,_
w RKK
0 P:[phone]
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
No r6 NC License No.F-0112
c\i\-o FOR -L- PROFILES SEE SHTS. 142 & 143 Engineers Construction Managers Planners Scientists
�_ www.rkk.com
. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions
colt L_

Submitted 9/2/2020
I
PROJECT REFERENCE NO. SHEET NO.
I I
tT
/-5986A
I I I I
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
1 1 1 1
I I I I i ISI1E 47 1
1
I
_ii,_
TA .
766 + 410
11
. 1 1 1
PERMIT—pRokING
SHEET 134 • F-163
1 1 1
• • •
I ILib,, GI Ird 1
, 1
, 1 ,
160 ^ 160
—_L— STA. 766 +40 _
SKEW=90
150 150
1
I
•'`
r r __ -Ili
ii,e'I��-�� ��� 'ram ��-`_ O •
letti
„ 72" RCP—I I l\
72 RCP-IV
•
140 I0
�" d- P-IV 140
NWS = 139.26` N` EXISTING
•
—. 1 - . _ — .—. _ . — . - _ _ : \ GROUND
/ S = 1.5% _________.... 1i,,
S = 1'.5% ___
PROPOSED 2GI—A
130 ELEVATION — 136.90' PROPOSED PROPOSED 130
ELEVATION = 135.45' ELEVATION = 135.38' N PROPOSED
ELEVATION = 133.80'
C
w
1—
Eli
)
w
w 120 120
o_
4)
E
L
Q
i
1
PROPOSE i 72 " RCP—.ITS
Lc)
co
0_,
(bu 'ed 1. 0',)
(lengh -- 208 ')
Ii
—01
N
E
C
O
C
w
(f)
cc
RI•CilK
,_
P:[phone]
o
8601 Six Forks Road,Forum 1,Suite 700
o Raleigh,North Carolina 27615-3960
NO U NC License No. F-0112
L
�� u Engineers I Construction Managers I Planners I Scientists
�_a) 250 200 150 100 50 0 50 100 150 200 250 www.rkk.com
cpi2Cw Responsive People 1 Creative Solutions

Submitted 9/2/2020
cr PROJECT REFERENCE NO. SHEET NO.
I-5986A 66
co R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
• • )
IA Ii i,\ • , ,.I..-.I--. \(--1.A
_ ---
F
X '" �`T• • RETAIN 1 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-h ( \� : CONC WW
CA-r I W W — - - - PERMIT DRAWING
`��
/ Tll i i
1 SHEET 135 OF 163
—l-
INSET A
BEGIN CONSTR UCTION
—YS— POT Sta. 38 + 00.00 0; SY-2
wc K
,� ,
I / ,,
It \\
r T m / �v
i /r 3 / 1-
�'s2a /'1`g cn
II WCMI
\�� Q10=6.0 cfs ��/ /
i V10=0.75 ft/s ,� 3 SITE 49 .,
\ T. i _ WLB_ ''W`e' �� PROP,WOVEN WIRE FENCE VSEE INSET R
�� I / �A _ F t NS VV e = Q CHORD
• Aiwa. v
\ I `� "� TOE PROTECTION
,-� �� LATERAL V DITCH �I �, ` o
_ .67_ SEE DETAIL K . �ti it,ws W/CL B RIPRAP
�� ���� / / _ r x _�'' ``' `: - SEE DETAIL H
v WLB— WLB— _ q8" WW & I SBW • .' n _ EXISTING R/W
�- - — - °' F -------------- �_��_`� _________-- ------____ F i RETA N & EX n \A/ W
WLB_I —WLB WLB— — — -------------------------
�l
W IMF' CONC WW P� $ I
Uill DI � WT Et T - r
BST = T T MTL 36" C&G T T III
--�1k -- --- ----L--- ----L --- L S L 1 L I T / ----T_ _T—---Lll_ --- Z
�` �� 2GIB-WSF UJ
II ci_ — W
24'BST 11 1-295 WBL/GOLDSBORO RD 24'BST I II I
35+00 Adj. DI 40 00 4 +��1� 0
UI 4' BS/ O
�� n n n n n n n n n n n n n n n I on n n n In n n n n n� n n n n 1— / // o/°j .,n r°AJi 61 n n n n n n n n n n nl n n n n n .
--AB--- CD>> - --- --- ---- --- ---- --- ---- - --- --- — ---_u---- --- ---- -- -u_---11----�---11---�- uL4r- ::• ---LL--- --IU_---11--- --- ---_U U_---U---�---U----U---UL CO
-- CABLE S 60° 46' 48J" E REMOVE EXISTING GUIDERAIL I II I II 4' BST CABLE 0
// / II 0)
I II
�II
-er BST 1-295 EBL/GOLDSBORO RD 24'BST III I II
m
15" RCP WI 1=1 N / // / `nII
- -i z - - i T =__ - .� - - - II //' BST Q
• MTL 36" C&G DI DI TL / // / CAT-1 II
E u II GREU TL-3Imm
-0 cc
CONC WW CON WW II
CO
_ �WLB� B_ - —WLB—. �W�B�/ RETAIN EXISTING, C/A FENCEy 63m� X X x x 7-c X X x x x
x�` v —_�_ ;'e � Y. X X X X X Y. X Y. Y. Y. —�'- - \ EXISTING R/W
48" WW & I SBW 9 ��— � / \A/ NCDOT y '—
m � 4�0 IRON/CAP
1
mSY-1WC L �' f
z
/ � —
co /
H V
C
o
a
nUn,
W
V 1
M�
W
r7
L
ti
3
L
O
HD
E
N
E
C
O
L
E
W
25 0 25 50
w " " ///� M AOCTS INEMPORARY SURFACE WATER
% SCALE FOR INSET DENOTES IMPACTS IN Rifdl
IGLI� I /// SURFACE WATER P:[phone]
2-31 8601 Six Forks Road,Forum 1,Suite 700
50 25 50 00 * *. * DENOTES MECHANIZED Raleigh,North Carolina 27615-3960
CLEARING NC License No. F-0112
o� ititliiii. F FOR -YSLT- PROFILE SEE SHTS. 153 AND 154Engineers Construction Managers Planners Scientists
N= �� A DENOTES WETLAND
IN FOR -Y5RT- PROFILE SEE SHTS. 153 AND 154 Engineers
C0�� SCALE FOR DITCH DETAILS SEE SHTS. 2 D-1 THRU 2D-2 Responsive People I Creative Solutions

1037
104.141120104.56
1169
103.03
1200
112.37CABLE
MTL
MTLMTL
MTL
IRON/CAP
NCDOT BBBBEXISTING R/W
EXISTING R/W48" WW & 1 SBW
11’ BST
11’ BST
4’ BST
4’ BST
36" C&G
36" C&G
I-295 WBL/GOLDSBORO RD 24’ BST
I-295 WBL/GOLDSBORO RD 24’ BST
I-295 EBL/GOLDSBORO RD 24’ BST
I-295 EBL/GOLDSBORO RD 24’ BST
CABLECABLECABLE
48" WW & 1 SBW
DI
DI DI
DI
DI DI
CONC WW CONC WW
CONC WW
CONC WW
BARRELS2 8’H x 8’W 15" RCP15" RCP15" RCP15" RCP 15" CMPCONC WW
CONC WW
90
90100100100100100100100100
1001001 00
1001001001001001001001
0
0
110
110
110110110 11011011090
92.092.0 94.094.096.0
96.098.098.098.098.098.0
98.0
98.0
98.098.0
98.0
9
8.0
102.0102.0102
.0102.0102.0
102.0102.0102.010
2
.0
102.0
10
2
.0102.0102.0102.0102.0
102.0
102.0
102.0
102.0
102.0102.0 102.0102.0102.0102.0102.0102.0102.0
102.0
102.0102.0102
.0
102.0
104
.0
104.0
104.0 104.0104.0104.0104
.0 104.0104.0
106.0
106.0106.0106.0106.0106.0
106.0106.0
106.0
106.0
106.0
108.0
108.0
108.0108.0112.0112.0114.0
114.0116.092.094.098.0
102.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WCK
WCM
WCL
SY-2
SY-1
BEGIN CONSTRUCTION
-Y5- POT Sta. 38+00.00
45+0035+00 40+00
CAT-1
GREU TL-3
GREU TL-3 CAT-1
REMOVE EXISTING GUIDERAIL
RETAIN EXISTING C/A FENCE
PROP. WOVEN WIRE FENCE
PROP. SBG
;;
;;
CHORD
F
F
FF
F
F
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh66_CON.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 201166
MATCHLINE -Y5- STA. 49+00.00 SEE SHEET 67I-5986A
FOR -Y5RT- PROFILE SEE SHTS. 153 AND 154
FOR -Y5LT- PROFILE SEE SHTS. 153 AND 154
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
SITE 49
CAT-1
F
F
SEE INSET A
INSET A
SEE INSET A
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 136 OF 163
PERMIT DRAWING
Adj. DI
SEE DETAIL K
LATERAL V DITCH
Adj. DI
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
FS
2@8’X8’ RCBC
RETAIN & EXTEND 15" RCP-
I
I
I

2GIB-WSF
Q10=6.0 cfs
V10=0.75 ft/s
2@8’X8’ RCBC
RETAIN & EXTEND
Submitted 9/2/2020
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250 050100 50150200 100 150 200 250
ENGLISH
110
100
110
1005/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
I-5986A
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4C\I-5986A_hyd_prm_wet_PFL_SITE49.dgnFkeys-Y5- STA. 45+24
SITE 49
USE C900 WHEN COMPLETE
80
90
80
90
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
STREAMBED
EXISTING 0.06%
CULVERT ALIGNMENT
ALONG PROPOSED
EXIST. NATURAL GROUND
INV. 89.6’
EXISTING 2 @ 8’X8’ RCBC
CULVERT ALIGNMENT
ALONG PROPOSED
EXIST. NATURAL GROUND
INV. 89.5’
PROPOSED ROADWAY
(3:1 NORMAL)
3.3:1
EXIST. ROADWAY
2.20%
SHEET 136A OF 163
PERMIT DRAWING
(length=170’)
(not buried)
2 @ 8’ X 8’ RCBC EXTENSION
NWS = 89.85’
L
O
EXISTING RCBC SKEW 103
(2) 8’x8’ RCBC
C STA. 45+24.0 -Y5-
0.06%
Submitted 9/2/2020
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND WETLAND
ENGLISH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SHEET 137 OF 163
PERMIT DRAWING
SITE 48
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120
120120
130
130130
140
140140
150
150150
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4C\I-5986A_hyd_prm_wet_XPL_Y5_SITE48.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16110 110
120 120
100 100
110 110
120 120
100 10038+00.00
110 110
120 120
100 10038+50.00
100 100
110 110
120 120
90 90
39+00.00
100 100
110 110
120 120
90 90
39+50.00
S1 X-169I-5986A
-Y5-
5 10
37+50.00
108.64
0.020 0.0206.218:1
0.040
108.15
0.020 0.0206
:1 6.342:1
107.42
0.0206:1 6.412:10.020
4.04:1
107.53
0.0206:1 6.476:10.020
4.13:1
106.70
Submitted 9/2/2020
SS48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBWR/W MON R&C
WOODS
WOODS
WOODS
WOODS
CABLE
36" C&G
36" C&G
36" C&G36" C&G
11’ BST
4’ BST
4’ BST
10’ BST 10’ BST
4’ BST
4’ BST
10’ BST
N
4450’35" W
455.78’VARIABLE WIDTHEXISTING R/W
EXISTING R/W
CABLE CABLE
MTL
EIP
48" WW & 1 SBW
R/W MON R&C
36" C&G36" C&G
I-295 WBL/GOLDSBORO RD 38’ BST
I-295 EBL/GOLDSBORO RD 38’ BST
N 4202’22" W2893
.71’
R/W MON R&C
11’ BST
11’ BST
4’ BST
4’ BST
I-295 WBL/GOLDSBORO RD 24’ BST
I-295 EBL/GOLDSBORO RD 24’ BST
CABLE
11’ BST
48" WW & 1 SBW
I-295 WBL/GOLDSBORO RD 38’ BST
24" RCP15" CMPCB
CB
CB
DI
DI
CONC
CB24" RCP24" RCP15" CMPWATER
STANDING
WATER
STANDING
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WT
WCJ
WCI
WT WT
WATER
STANDING
PROP. WOVEN WIRE FENCE
50+00 55+00 60+00
CAT-1
GREU TL-3
RETAIN EXISTING C/A FENCE
PROP. WOVEN WIRE FENCE
PROP. SBG
NC 295
RETAIN EXISTING SBG
;;
;
;
CHORD
F
FF
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh67.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 201167
MATCHLINE -Y5- STA. 63+00.00 SEE SHEET 68I-5986A
MATCHLINE -Y5- STA. 49+00.00 SEE SHEET 66FOR -Y5RT- PROFILE SEE SHTS. 154 AND 155
FOR -Y5LT- PROFILE SEE SHTS. 154 AND 155
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
SITE 51SITE 50
**************
SEE INSET A
;
SEE INSET B
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
INSET A
SEE INSET A
INSET B
SEE INSET B
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
SHEET 138 OF 163
PERMIT DRAWING
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RETAIN EX. 24" EQUILIZER PIPE24" RCP-III
COLLAR AND EXTEND
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
FS
Adj. DI
RETAINRETAIN EX. 24" EQUILIZER PIPERETAIN CB
RETAIN CB
RETAINRETAIN
2 ELBOWS
15" CSP
W/5 SY GEOFAB
1 TON CL B RIPRAP
SYSTEM
REMOVE
2GIB-WSF 2GIB-WSF
RETAIN EX. 24" EQUILIZER PIPE24" RCP-III
AND EXTEND
COLLAR
FS
Adj. DI 2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
RETAIN15" RCP-IV
V10=0.63 ft/s
Q10=3.0 cfs
Q10=3.2 cfs
V10=0.64 ft/s
2 ELBOWS
15" CSP
W/5 SY GEOFAB
1 TON CL B RIPRAP
2GIB-WSF 2GIB-WSF
15" RCP-IV
24" RCP-III
AND EXTEND
COLLAR 2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
Submitted 9/2/2020
SS48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBWR/W MON R&C
WOODS
WOODS
WOODS
WOODS
CABLE
36" C&G
36" C&G
36" C&G36" C&G
11’ BST
4’ BST
4’ BST
10’ BST 10’ BST
4’ BST
4’ BST
10’ BST
N
4450’35" W
455.78’VARIABLE WIDTHEXISTING R/W
EXISTING R/W
CABLE CABLE
MTL
EIP
48" WW & 1 SBW
R/W MON R&C
36" C&G36" C&G
I-295 WBL/GOLDSBORO RD 38’ BST
I-295 EBL/GOLDSBORO RD 38’ BST
N 4202’22" W2893
.71’
R/W MON R&C
11’ BST
11’ BST
4’ BST
4’ BST
I-295 WBL/GOLDSBORO RD 24’ BST
I-295 EBL/GOLDSBORO RD 24’ BST
CABLE
11’ BST
48" WW & 1 SBW
I-295 WBL/GOLDSBORO RD 38’ BST
24" RCP15" CMPCB
CB
CB
DI
DI
CONC
CB24" RCP24" RCP15" CMP100100100
100100100100100100100100100100100100100100100100
10
0
1001001001001001001
0
0
110
110
110
110110 110110 110110110120 120120120102.0102.0102.0
102.0
102.0102.0
102
.0 102.0102.0
102.0
102.0
102.0102.0102.0102.0102.0
102.0102.0102.0102.0102.0
102.0
102.0102.0
102.0102.0
102.0
102.0102.0102.0102.0
102.01
0
2
.
0
102.0
102.0102.0
102.0102.0102.0102.0102.0 102.0102.0
102.0
104.0
104.0 104.0104.01
0
4
.
0
104.0
104.0104.0
106.0106.010
6
.0
106.0
106.0
106.0106.0106.0
106.0106.0
106.0108.0
108
.0 108.0108.0108.0108.0108.0
112.0112.0112.0114.0
114
.0 114.0116.0116.0118.0 118.0122.0102.0 102.0104.0
118.0WATER
STANDING
WATER
STANDING
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WT
WCJ
WCI
WT WT
WATER
STANDING
PROP. WOVEN WIRE FENCE
50+00 55+00 60+00
CAT-1
GREU TL-3
RETAIN EXISTING C/A FENCE
PROP. WOVEN WIRE FENCE
PROP. SBG
NC 295
RETAIN EXISTING SBG
;;
;
;
CHORD
F
FF
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh67_CON.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 201167
MATCHLINE -Y5- STA. 63+00.00 SEE SHEET 68I-5986A
MATCHLINE -Y5- STA. 49+00.00 SEE SHEET 66FOR -Y5RT- PROFILE SEE SHTS. 154 AND 155
FOR -Y5LT- PROFILE SEE SHTS. 154 AND 155
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
SITE 51SITE 50
**************
SEE INSET A
;
SEE INSET B
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
INSET A
SEE INSET A
INSET B
SEE INSET B
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
SHEET 139 OF 163
PERMIT DRAWING
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RETAIN EX. 24" EQUILIZER PIPE24" RCP-III
COLLAR AND EXTEND
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
FS
Adj. DI
RETAINRETAIN EX. 24" EQUILIZER PIPERETAIN CB
RETAIN CB
RETAINRETAIN
2 ELBOWS
15" CSP
W/5 SY GEOFAB
1 TON CL B RIPRAP
SYSTEM
REMOVE
2GIB-WSF 2GIB-WSF
RETAIN EX. 24" EQUILIZER PIPE24" RCP-III
AND EXTEND
COLLAR
FS
Adj. DI 2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
RETAIN15" RCP-IV
V10=0.63 ft/s
Q10=3.0 cfs
Q10=3.2 cfs
V10=0.64 ft/s
2 ELBOWS
15" CSP
W/5 SY GEOFAB
1 TON CL B RIPRAP
2GIB-WSF 2GIB-WSF
15" RCP-IV
24" RCP-III
AND EXTEND
COLLAR 2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
Submitted 9/2/2020
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WETLAND
WETLAND
WETLAND
WETLAND
ENGLISH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SHEET 140 OF 163
PERMIT DRAWING
SITE 50
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120
120120
130
130130
140
140140
150
150150
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4C\I-5986A_hyd_prm_wet_XPL_Y5_SITE50.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16100 100
110 110
120 120
90
56+00.00
100 100
110 110
120 120
90 90
56+50.00
100 100
110 110
120 120
90 90
57+00.00
100 100
110 110
120 120
90 90
57+50.00
100 100
110 110
120 120
90 90
58+00.00
S1 X-176I-5986A
-Y5-
5 10
0.0206
:1 6.033:10.020
107.88
3:1
0.0206:1 6.161:10.020
108.59
3:1
0.0206:1 6.369:10.020
109.42
3:1
0.020 0.0206:1 6.512:1
110.303:1
0.020 0.0206:1 6.538:1
111.303:1
Submitted 9/2/2020
SRIP RAPFESCONC WOODSWOODS17’ SOIL
72’ CHL9’ SOIL WOODSGRASSGRASSFIELDFIELDDITCHDITCHDITCHDITCHDITCHDITCH8" PVC8" PVCBATOP=130.52’INV B=124.27’INV A=124.33’TOP=129.66’INV=125.40’D5187
124.42
SPOSTSSSW/ CONCBFPBM #560DITCHDITCHBSTCONCCONC36" C&G SR 1838 DUNN RD 27’ BSTSR 1838 DUNN RD 46’ BST24" C&G
24" C&G
48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
CABLE
MTL
MTL
MTL
MTL
MTL
MTL
CABLE
CABLE
MTL
MTL
MTL
MTL
MTL
48" WW & 1 SBW
48
" WW
& 1
SBW
WOODS
WOODS
S
S
MTLMTLMTL
MTL
MTL
WOODS
WOODS
48" WW & 1 SBW48" WW & 1 SBW
48" WW & 1 SBW48" WW & 1 SBW
48" WW & 1 SBW
48
" WW
& 1
SBW
CABLE
CABLE
CABLE
CABLE
CABLE
MTL
MTL
MTL
MTL
MTL
MTL
MTL
RIP RAP
RI
P RAP30" C&G
30" C&G30
" C&G36" C&G
36" C&G
36
" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
30" C&G
36
" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
I-95 ON RAMP VAR BST
CONC ISL
ISLCONC
I-295 EBL/GOLDSBORO RD VAR BST
I-295 WBL/GOLDSBORO RD VAR BST
36" C&G
I-295 WBL/GOLDSBORO RD VAR BST
I-295 EBL/GOLDSBORO RD VAR BST
I-295 WBL/GOLDSBORO RD VAR BST
I-295 EBL/GOLDSBORO RD VAR BST
5.5’ BST
4.5’ BS
T8.5’ BS
TRIP RAP
RIP RAPR/W MONR/W MONN

4450
’35
" W
455
.78
’S
1 SBW48" WW &RAPRIPVARIABLE WIDTHEXISTING R/WEXISTING R/W48" WW & 1 SBW
H
H
HH
s
sPOLECAMERA BOXELECTRIC
FOFOFOFO14"14"ABANDABANDSTRUCTUREVALVEBLKEOIEOITHHHHT10 ", PVC, Fayetteville PWC10 ", PVC, Fayetteville PWC14 ", HDPE, Town of Eastover6 ", PVC, Town of WadeTime Warner CableCentury LinkCentury LinkCentury LinkCentury LinkSegra16 ", PVC, Town of Eastover6 ", PVC, Town of WadeTime Warner CableCentury LinkCentury LinkSegraEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEX
IST
ING
R
/W
EXISTING R/W
17’ SOIL
15’ SOIL
48" WW & 1 SBW
I-295 WBL/GOLDSBORO RD VAR BST
WOODS
I-295 EBL/GOLDSBORO RD VAR BST 24" RCP15" RCP30" RCP24" RCP18" RCP30" HDPE12" RCP8" HDPEFOUNDEND NOT3’X3’ CONC
SHW#1CUL#2CUL#1CEI#1CUL#3CEI#2HW#2CUL#415" CMP18" RCP15" CMP15" C
MP
DI
CONC18" RCP18" CMPCB
CB
CONCDI18" RCP18" CMP24" RCP24" CMP 24" CMPCB
DI
CB
15" CMP15" RCP15" CMP15" CMPCB
CONC
DI18" RCPDI
CONC
CB
CB
18" RCP 15" CMP18" RCP
CB
CB
CONC
DI
15" RCPCB
CONC
DI
CB
CB
11362
140.40
*EL5224
11402
140.56
*EL5224
S
CONC 18" RCP15" RCP18" RCPCONC
DI
TERMINUS UNKNOWN
(UNDER WATER)DI
CB 15" CMP15" CMPPROJECT: 6.449012T X-0002DD
PIPES PER PLAN SET
STRUCTURE UNDER WATER
FNC LINE???
15" RCP
CONC
CONC 15" RCPDI
CONC
DECK
CONC
DECK
CONC DECK
CONC DECK
CONC DECK
CONC DECKFOUNDEND NOTFNC LINE???
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WU
WT
WR
WS
WCI
B-77
B-77
B-77
B-77
B-77
2
0
+00
30+00
35+00
15+0020+00
GREU TL-3
B-77
B-77
B-77
60+00
55+00
45+0050+00
GREU TL-3
30+0035+00-Y14-40+00GREU TL-3
CAT-1
GREU TL-3
ATTENUATOR
ATTENUATOR
GREU TL-3
B-77
PROP. SBG
PROP. SBG
PROP. SBG
PROP. WOVEN WIRE FENCE
CAT-1 25+00PROP. SBG
PROP
. SBG
PROP. WOVEN WIRE FENCE DUNN RD.65+00
70+00
75+00
80+00
85+00
90+00
90+00
RETAIN EXISTING C/A FENCE
RETAI
N EXI
S
TI
NG C/A
F
ENCEREMOVE EXISTING GUIDERAIL
PROP. SBG
PROP. SBG
RE
T
AIN E
XISTIN
G
C/
A FE
N
CE
RET
A
IN
EX
IST
ING
C
/A
FENCE
RETAIN EXISTING SBG
RET
AI
N E
XISTI
N
G S
B
G
GREU TL-3
25+00
RETAIN EXISTING SBG
RETA
IN
EX
IST
ING
SBG
CHORD
CHORD
;
;
;
;
;
;
;
;
50.24’ LT
-Y14- +60.00
144.60’, 166.00’ LT
-Y5- +78.00
166.00’, 188.00’ LT
-Y5- +00.00
174.00’, 188.00’ LT
-Y5- +21.00
49.76’, 70.00’ LT
-Y14- +60.00
49.77’, 70.00’ LT
-Y14- +85.00
200.00’ LT
-Y5- +12.00
160.00’, 173.00’ LT
-Y5- +71.00
180.00’, 234.00’ LT
-Y5- +17.00
142.00’ RT
-Y5FLY- +66.77
173.00’, 234.00’ LT
-Y5- +86.00
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FFF
C
F
F
C
C
C
F
F
F
87+05.7187+00.0050+50.00F
F
F

8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh68.dgnFkeysHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 2011MATCHLINE -Y5RPB- 22+00.00 SEE SHEET 19MATCHLINE -Y5- STA. 63+00.00 SEE SHEET 67I-5986A
PLANS
0
GRAPHIC SCALE
502550
S
E
E
S
HE
E
T
2
0
-Y5
F
L
Y-
S
T
A. 3
8
+
0
0.0
0MATCHLINE
68
SEE S
HEET 20
ST
A. 47+50.00MATC
HLINE -Y5RP
A- STA. 90+00.00 SEE SHEET 20MATCHLINE -Y5-FOR -Y5FLY- PROFILE SEE SHTS. 169 AND 170
FOR -Y5LPD- PROFILE SEE SHT. 168
FOR -Y5RPB- PROFILE SEE SHT. 164
FOR -Y5SPURA- PROFILE SEE SHT. 163
FOR -Y5RPA- PROFILE SEE SHT. 162
FOR -Y5RT- PROFILE SEE SHTS. 155 THRU 157
FOR -Y5LT- PROFILE SEE SHTS. 155 THRU 157
FOR -Y14- PROFILE SEE SHT. 152
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2

REVISIONS
SITE 53
SITE 51
SITE 52
F
F
SEE INSET A
PROP. SBG
F
MATCHLINE -Y5- STA. 63+00.00 SEE SHEET 67SEE INSET B
FF
MATCHLINE -Y5- STA. 63+00.00 SEE SHEET 67SEE INSET C
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
INSET A
SEE INSET A
ENGLISH
SHEET 141 OF 163
PERMIT DRAWING
0
SCALE FOR INSET
50 50 100
WETLAND
DENOTES FILL INFF
0 20010010050
25
SEE INSET B
SEE INSET C
INSET B
INSET C
SCALE
SEE DETAIL AF
SP. LAT. BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/7 SY GEOFAB
2 TON CL B RIPRAP
Adj. DI
JB w/MH RCP-III
15" RETAINFS
2GIB-WSF2GIB-WSF
2 ELBOWS
15" CSP
W/7 SY GEOFAB
2 TON CL B RIPRAP
REMOVE CB’sREMOVE SEE DETAIL K
LATERAL V DITCH
2 ELBOWS15" CSP2GIB-WSF REMOVE CB
P
PW/ FLOWABLE FILLPLUG & FILLREMOVE DI
Conv. DI TO JB w/MH RCP-III 15" 15" RCP-III RETAINREMOVE CB
2GIB-WSF
2GIB-WSS
P
P
REMOVEW/ FLOWABLE FILL
PLUG & FILL
W/7 SY GEOFAB
2 TON CL B RIPRAP
REMOVE CB
REMOVEW/7 SY GEOFAB
2 TON CL B RIPRAP
SEE DETAIL K
LATERAL V DITCH
2 ELBOWS15" CSPAdj. DI
RETAINRETAIN
CB
RETAIN
DI
RETAIN REMOVEW/10 SY GEOFAB
3 TON CL B RIPRAP
Adj. DI
2 ELBO
WS18" CSP
18" RCP-III
COLLAR AND EXTEND
REMOVE CB
2GIB-WSF
RE
MO
V
E
RETAINRETAINRETAINRETAINRETAINRETAINRETAINRETAIN
R
ETA
IN
W/10 SY GEOFAB
3 TON CL B RIPRAP
2 ELBOWS18" CSPREMOVETB JB w/Slab Lid
RETAINAdj. DI
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL A
SP. LAT. V DITCHFS
JB w/MH
Conv. DI TO
W/11 SY GEOFAB
3 TON CL B RIPRAP
4OTCB
P
P
W/ FLOWABLE FILL
PLUG & FILL
EX. 15" CMP
REMOVE 23’
RE
MO
V
E
REMOVE CB
RCP-III
15" RETAINRET
AI
NRETAIN
RETAIN CB
RETAIN CB
W/5 SY GEOFAB
1 TON CL B RIPRAP
2 ELBOWS1
5" CSP2GIB-WSF
W/11 SY GEOFAB
3 TON CL B RIPRAP
2GIB-WSS
RCP-III
15"
Adj. MH
DI
DI
DI RETAI
NRETAINRETAIN
JB w/Slab Lid
24" RCP-III
EXIST DI
REMOVE
TRENCHLESS INSTALLATION 24" WELDED STEEL RETAINRETAIN DI
RETAIN SYSTEMWHERE CRUMBLING
REMOVE 19’ OF EXIST RCP
2GIB-WSF2GIB-WSF
RETAINSEE DETAIL A
SP. LAT. V DITCH
RETAIN EX 24" RCP2GIB-WSS
SEE DETAIL P
LATERAL 4’ BASE DITCH
15" RCP-IV
RCP-IV
15"
15" RCP-IV
15" RCP-IV
15" RCP-IV
RCP-IV
15"
SEE DETAIL A
SP. LAT. V DITCH
Q10=7.4 cfs
V10=2.0 ft/s
V10=1.96 ft/s
Q10=3.56 cfs
W/11 SY GEOFAB
3 TON CL B RIPRAP
TRENCHLESS INSTALLATIO
N
24" WELDED STE
E
L
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
Submitted 9/2/2020
SRIP RAPFESCONC WOODSWOODS17’ SOIL
72’ CHL9’ SOIL WOODSGRASSGRASSFIELDFIELDDITCHDITCHDITCHDITCHDITCHDITCH8" PVC8" PVCBATOP=130.52’INV B=124.27’INV A=124.33’TOP=129.66’INV=125.40’D5187
124.42
SPOSTSSSW/ CONCBFPBM #560DITCHDITCHBSTCONCCONC36" C&G SR 1838 DUNN RD 27’ BSTSR 1838 DUNN RD 46’ BST24" C&G
24" C&G
48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
CABLE
MTL
MTL
MTL
MTL
MTL
MTL
CABLE
CABLE
MTL
MTL
MTL
MTL
MTL
48" WW & 1 SBW
48
" WW
& 1
SBW
WOODS
WOODS
S
S
MTLMTLMTL
MTL
MTL
WOODS
WOODS
48" WW & 1 SBW48" WW & 1 SBW
48" WW & 1 SBW48" WW & 1 SBW
48" WW & 1 SBW
48
" WW
& 1
SBW
CABLE
CABLE
CABLE
CABLE
CABLE
MTL
MTL
MTL
MTL
MTL
MTL
MTL
RIP RAP
RI
P RAP30" C&G
30" C&G30
" C&G36" C&G
36" C&G
36
" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
30" C&G
36
" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
I-95 ON RAMP VAR BST
CONC ISL
ISLCONC
I-295 EBL/GOLDSBORO RD VAR BST
I-295 WBL/GOLDSBORO RD VAR BST
36" C&G
I-295 WBL/GOLDSBORO RD VAR BST
I-295 EBL/GOLDSBORO RD VAR BST
I-295 WBL/GOLDSBORO RD VAR BST
I-295 EBL/GOLDSBORO RD VAR BST
5.5’ BST
4.5’ BS
T8.5’ BS
TRIP RAP
RIP RAPR/W MONR/W MONN

4450
’35
" W
455
.78
’S
1 SBW48" WW &RAPRIPVARIABLE WIDTHEXISTING R/WEXISTING R/W48" WW & 1 SBW
H
H
HH
s
sPOLECAMERA BOXELECTRIC
FOFOFOFO14"14"ABANDABANDSTRUCTUREVALVEBLKEOIEOITHHHHT10 ", PVC, Fayetteville PWC10 ", PVC, Fayetteville PWC14 ", HDPE, Town of Eastover6 ", PVC, Town of WadeTime Warner CableCentury LinkCentury LinkCentury LinkCentury LinkSegra16 ", PVC, Town of Eastover6 ", PVC, Town of WadeTime Warner CableCentury LinkCentury LinkSegraEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEX
IST
ING
R
/W
EXISTING R/W
17’ SOIL
15’ SOIL
48" WW & 1 SBW
I-295 WBL/GOLDSBORO RD VAR BST
WOODS
I-295 EBL/GOLDSBORO RD VAR BST 24" RCP15" RCP30" RCP24" RCP18" RCP30" HDPE12" RCP8" HDPEFOUNDEND NOT3’X3’ CONC
SHW#1CUL#2CUL#1CEI#1CUL#3CEI#2HW#2CUL#415" CMP18" RCP15" CMP15" C
MP
DI
CONC18" RCP18" CMPCB
CB
CONCDI18" RCP18" CMP24" RCP24" CMP 24" CMPCB
DI
CB
15" CMP15" RCP15" CMP15" CMPCB
CONC
DI18" RCPDI
CONC
CB
CB
18" RCP 15" CMP18" RCP
CB
CB
CONC
DI
15" RCPCB
CONC
DI
CB
CB
11362
140.40
*EL5224
11402
140.56
*EL5224
S
CONC 18" RCP15" RCP18" RCPCONC
DI
TERMINUS UNKNOWN
(UNDER WATER)DI
CB 15" CMP15" CMPPROJECT: 6.449012T X-0002DD
PIPES PER PLAN SET
STRUCTURE UNDER WATER
FNC LINE???
15" RCP
CONC
CONC 15" RCPDI
CONC
DECK
CONC
DECK
CONC DECK
CONC DECK
CONC DECK
CONC DECKFOUNDEND NOTFNC LINE???1101
1
0
120 1201301301301301301301301301301
30130130130130130130130130130
130
130 130130130130130130130130 130130
130130130
130
130
130140140140
140140
140
140 140140140140140
140140140140140140140140140
140140
140140
140 140140150150150150150150150150150150150150150
150150
150
150 150150150
150
150150150150150150150150150150150
150
150150150150
150150
150
160
160
160
16016016016
0
16
0
16
0160160160160160 160160160170170170170170170
17
0
170 170170170170
170
170
170180180
180
180
180
190120112.0116.0122.0124.0124.0124.0124.0126.0
12
6.0 126.0126.0126.0126.0126.0126.0 126.0126.0126.0126.0126.0126.0126.0126.0
126.012
6.0 128.0128.0128.0128.0128.0128.0128.0128.0128.0128.0128.0128
.0
128.0
128.0128.012
8.0
128.0128.0
128.0
128.0
1 28.0
128.0
128.0128.0128.0128.0
128.0
128.0
128.0
128.0
128
.0
128.0128.0128.0128.0128.0
128.0 128.0128
.0 128.0128.0128.0
128.0128.0128.0128.0
128.0
128.0
128.0132.0
132.0132.0132.0
132.0 132.0132.0132.0132.0132
.0 132.0132.0132.0132.0132
.0 132.0132.0132.0
132.0132.0132.0132.0134.0134.0
134
.0 134.0134.0134.0134.0134.0134.0134.0134.013
4.0 134.0134.0
134.0134.0
136.0136.0
136
.0 136.0136.0136.0136.0136.0136.0136.0
136.0
138.0138
.0
138
.0 138.0138.0138.0138.0138.0138.0138
.0
138.01
3
8
.0 138.0138.0
142.0
142
.0 142.0142.0142.0142.0
142.0142.0142.0142.0144.0
144
.0 144.0144.0144.0144.0144.014
4.0
144.0144.0144.0144.0146.0146.0146
.0 146.0146.0146.0146.014
6
.0
146.0146.0
146.0146.0146.01
4
6.
0148.0148.0148
.0
148.0
148.0148.0148.0148.014
8.0 148.0148.0
148.0
148.0148.0148.0
15
2.0
15
2.
0
152.0152.0152.0152.0 152.0152.0152.0152.0
152.0152.0
152.0 152.0
152.0152.0 154.0154.0154.0154.0
154.01
5
4.0
15
4.0154.0154.0154.0154.0
154.0 154.0154.0
156.0
156.015
6.0
15
6.0156.0156.0156.0156.0
156.0156.0156.0156
.0156.0156.0158.0
158.0158.0158.0158.0158.0158.0158.0
158.0158.0158.0158.0162.0
162.0162.0162.0
162
.0162.0162.0164.0164.0164.0164.0
164.0164.0
164.0166.0166.0166.0166.0 166.0166.0 168.0168.0168.0168.0168.0168.0172.0172.0172.0
172.0172.0174.017
4.0
174.0
174.0174.0176.0176.0
176.0
176.0 178.0178.0
178.0
182.0
182.0
184.0184.0
186.0 188.0116.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WU
WT
WR
WS
WCI
B-77
B-77
B-77
B-77
B-77
2
0
+00
30+00
35+00
15+0020+00
GREU TL-3
B-77
B-77
B-77
60+00
55+00
45+0050+00
GREU TL-3
30+0035+00-Y14-40+00GREU TL-3
CAT-1
GREU TL-3
ATTENUATOR
ATTENUATOR
GREU TL-3
B-77
PROP. SBG
PROP. SBG
PROP. SBG
PROP. WOVEN WIRE FENCE
CAT-1 25+00PROP. SBG
PROP
. SBG
PROP. WOVEN WIRE FENCE DUNN RD.65+00
70+00
75+00
80+00
85+00
90+00
90+00
RETAIN EXISTING C/A FENCE
RETAI
N EXI
S
TI
NG C/A
F
ENCEREMOVE EXISTING GUIDERAIL
PROP. SBG
PROP. SBG
RE
T
AIN E
XISTIN
G
C/
A FE
N
CE
RET
A
IN
EX
IST
ING
C
/A
FENCE
RETAIN EXISTING SBG
RET
AI
N E
XISTI
N
G S
B
G
GREU TL-3
25+00
RETAIN EXISTING SBG
RETA
IN
EX
IST
ING
SBG
CHORD
CHORD
;
;
;
;
;
;
;
;
50.24’ LT
-Y14- +60.00
144.60’, 166.00’ LT
-Y5- +78.00
166.00’, 188.00’ LT
-Y5- +00.00
174.00’, 188.00’ LT
-Y5- +21.00
49.76’, 70.00’ LT
-Y14- +60.00
49.77’, 70.00’ LT
-Y14- +85.00
200.00’ LT
-Y5- +12.00
160.00’, 173.00’ LT
-Y5- +71.00
180.00’, 234.00’ LT
-Y5- +17.00
142.00’ RT
-Y5FLY- +66.77
173.00’, 234.00’ LT
-Y5- +86.00
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FFF
C
F
F
C
C
C
F
F
F
87+05.7187+00.0050+50.00F
F
F

8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh68_CON.dgnFkeysHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 2011MATCHLINE -Y5RPB- 22+00.00 SEE SHEET 19MATCHLINE -Y5- STA. 63+00.00 SEE SHEET 67I-5986A
PLANS
0
GRAPHIC SCALE
502550
S
E
E
S
HE
E
T
2
0
-Y5
F
L
Y-
S
T
A. 3
8
+
0
0.0
0MATCHLINE
68
SEE S
HEET 20
ST
A. 47+50.00MATC
HLINE -Y5RP
A- STA. 90+00.00 SEE SHEET 20MATCHLINE -Y5-FOR -Y5FLY- PROFILE SEE SHTS. 169 AND 170
FOR -Y5LPD- PROFILE SEE SHT. 168
FOR -Y5RPB- PROFILE SEE SHT. 164
FOR -Y5SPURA- PROFILE SEE SHT. 163
FOR -Y5RPA- PROFILE SEE SHT. 162
FOR -Y5RT- PROFILE SEE SHTS. 155 THRU 157
FOR -Y5LT- PROFILE SEE SHTS. 155 THRU 157
FOR -Y14- PROFILE SEE SHT. 152
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2

REVISIONS
SITE 53
SITE 51
SITE 52
F
F
SEE INSET A
PROP. SBG
F
MATCHLINE -Y5- STA. 63+00.00 SEE SHEET 67SEE INSET B
FF
MATCHLINE -Y5- STA. 63+00.00 SEE SHEET 67SEE INSET C
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
INSET A
SEE INSET A
ENGLISH
SHEET 142 OF 163
PERMIT DRAWING
0
SCALE FOR INSET
50 50 100
WETLAND
DENOTES FILL INFF
0
SCALE FOR INSET
20010010050
25
SEE INSET B
SEE INSET C
INSET B
INSET C
SEE DETAIL AF
SP. LAT. BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/7 SY GEOFAB
2 TON CL B RIPRAP
Adj. DI
JB w/MH RCP-III
15" RETAINFS
2GIB-WSF2GIB-WSF
2 ELBOWS
15" CSP
W/7 SY GEOFAB
2 TON CL B RIPRAP
REMOVE CB’sREMOVE SEE DETAIL K
LATERAL V DITCH
2 ELBOWS15" CSP2GIB-WSF REMOVE CB
P
PW/ FLOWABLE FILLPLUG & FILLREMOVE DI
Conv. DI TO JB w/MH RCP-III 15" 15" RCP-III RETAINREMOVE CB
2GIB-WSF
2GIB-WSS
P
P
REMOVEW/ FLOWABLE FILL
PLUG & FILL
W/7 SY GEOFAB
2 TON CL B RIPRAP
REMOVE CB
REMOVEW/7 SY GEOFAB
2 TON CL B RIPRAP
SEE DETAIL K
LATERAL V DITCH
2 ELBOWS15" CSPAdj. DI
RETAINRETAIN
CB
RETAIN
DI
RETAIN REMOVEW/10 SY GEOFAB
3 TON CL B RIPRAP
Adj. DI
2 ELBO
WS18" CSP
18" RCP-III
COLLAR AND EXTEND
REMOVE CB
2GIB-WSF
RE
MO
V
E
RETAINRETAINRETAINRETAINRETAINRETAINRETAINRETAIN
R
ETA
IN
W/10 SY GEOFAB
3 TON CL B RIPRAP
2 ELBOWS18" CSPREMOVETB JB w/Slab Lid
RETAINAdj. DI
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL A
SP. LAT. V DITCHFS
JB w/MH
Conv. DI TO
W/11 SY GEOFAB
3 TON CL B RIPRAP
4OTCB
P
P
W/ FLOWABLE FILL
PLUG & FILL
EX. 15" CMP
REMOVE 23’
RE
MO
V
E
REMOVE CB
RCP-III
15" RETAINRET
AI
NRETAIN
RETAIN CB
RETAIN CB
W/5 SY GEOFAB
1 TON CL B RIPRAP
2 ELBOWS1
5" CSP2GIB-WSF
W/11 SY GEOFAB
3 TON CL B RIPRAP
2GIB-WSS
RCP-III
15"
Adj. MH
DI
DI
DI RETAI
NRETAINRETAIN
JB w/Slab Lid
24" RCP-III
EXIST DI
REMOVE
TRENCHLESS INSTALLATION 24" WELDED STEEL RETAINRETAIN DI
RETAIN SYSTEMWHERE CRUMBLING
REMOVE 19’ OF EXIST RCP
2GIB-WSF2GIB-WSF
RETAINSEE DETAIL A
SP. LAT. V DITCH
RETAIN EX 24" RCP2GIB-WSS
SEE DETAIL P
LATERAL 4’ BASE DITCH
15" RCP-IV
RCP-IV
15"
15" RCP-IV
15" RCP-IV
15" RCP-IV
RCP-IV
15"
SEE DETAIL A
SP. LAT. V DITCH
Q10=7.4 cfs
V10=2.0 ft/s
V10=1.96 ft/s
Q10=3.56 cfs
W/11 SY GEOFAB
3 TON CL B RIPRAP
TRENCHLESS INSTALLATIO
N
24" WELDED STE
E
L
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
Submitted 9/2/2020
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WETLAND
WETLAND
WETLAND
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
ENGLISH
SITE 51 SHEET 143 OF 163
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120
120120
130
130130
140
140140
150
150150
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4C\I-5986A_hyd_prm_wet_XPL_Y5_SITE51&52.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16100 100
110 110
120 120
130 130
90
60+50.00
100 100
110 110
120 120
130 130
61+00.00
100 100
110 110
120 120
130 130
61+50.00
110 110
120 120
130 130
100 10062+00.00
S1 X-178I-5986A
-Y5-
5 10
0.020 0.0206:1 6.345:1
116.113:1
0.020 0.0206:1 6.253:1
117.003:1
0.020 0.020 0.0206:1 6.174:1
118.35
3:1
0.020 0.020 0.0206:1 6.116:1
119.51
3:1
Submitted 9/2/2020
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WETLAND
WETLAND
WETLAND
WETLAND
SITE 53
ENGLISH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SHEET 144 OF 163
PERMIT DRAWING
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
180180
180180
200200
200200
220220
220220
240
240240
260
260260
280
280280
300
300300
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4C\I-5986A_hyd_prm_wet_XPL_Y5RPA_SITE53.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16140 140
160 160
180 180
120 12050+50.00
140 140
160 160
180 180
120 12051+00.00
140 140
160 160
180 180
120 12051+50.00
140 140
160 160
120 12052+00.00
S1 X-230I-5986A
-Y5RPA-
10 20
150.74
0.0800.0806:1 0.080
46+13.61
-Y5LPD-
149.37
S.S. 151.60
6
:1
148.63S.S. 127.483:1151.05
0.0800.0806:16
:1
46+63.10
-Y5LPD-
149.61
S.S. 151.70
S.S. 127.303:1151.42
0.080 0.0806:16
:1 0.080
47+12.60
- -Y5LPD
149.86
S.S. 151.88
S.S. 127.433:1151.45
0.0800.0800.0806:16
:1
3:1150.11
S.S. 152.16
3:1S.S. 127.45
Submitted 9/2/2020
S W/CONCWOODSFIELDABFOUNDNOTENDFOUNDNOTEND6" PVCD
6" PVC
C 8" PVCRIM=129.92’INV D=122.82’INV C=122.90’INV B=122.68’INV A=122.73’SBIRDHOUSESSSSSW/ CONCBFPSR 1838 DUNN RD VAR BSTBSTSR 1838 DUNN RD 25’ BST24" C&G
24" C&G
INV A=121.00’INV B=121.10’RIM=128.21’SSMH8" PVC
ABAB8" PVCINV A=121.49’INV B=121.57’RIM=127.73’SSMH8" PVC2 S BRK B
BST
72" CLF 3 SBW
GR
WOODS
CONC
BST
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MTL
MTL
MTL
MTLMTLMTL
SR 1863 PEMBROKE LN VAR BST VAR BST36" C&G36" C&G42" C&G
42" C&G
6’ BST
5.5’ BSTBST24" C&GCONCRIP RAPRIP RAP
EIPEIPEIPR/W MONR/W MONR/W MON
R/W MON
S 3702’26" W206.96’N 5257’34" W
193.22’VARIABLE WIDTHRIP RAP
EXISTING R/W
EXISTING R/WTHOT BOXT16"16"16"4"
4"4"ABANDABANDAB ANDAB ANDFOFOFO
FO
FOFO
FO10 ", PVC, Fayetteville PWC16 ", PVC, Town of EastoverCentury LinkCentury LinkSegraCentury LinkCentury LinkCentury LinkCentury Link100.00’EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
TO FLEA HILL RD (SR 1835)SSMH24" RCP24" RCP
CB 24" RCP24" RCP
15" CMP15" RCP15" RCP
24" RCP15" RCPCB
CB
CB
CB24" RCP15" RCP15" RCPResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WS
20+0025+00-Y14-GREU TL-3
-Y4- POT Sta. 10+28.01
BEGIN OVERLAY
BEGIN CONSTRUCTION
PEMBROKE LN.
15+00
20+00NAD 83/ NA 2011RETAIN EXISTING SBG
RETAIN EXISTING SBGGREU TL-2-Y4-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
69
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh69.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -Y4- 21+00.00 SEE SHEET 19TRAFFIC DIAGRAM
I-5986A
ENGINEER
FOR -Y4- PROFILE SEE SHT. 150
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
SITE 54 SITE 54CSITE 54A SITE 54B
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
T T FILL IN WETLAND
DENOTES TEMPORARY SHEET 145 OF 163
PERMIT DRAWING
RETAIN
RETAIN
RETAI
NSYSTEMRETAINSYSTEMRETAINSYSTEMRETAINRETAINRETAINRETAINOUT
CLEAN
PIPE
OUT
CLEAN
PIPE
Submitted 9/2/2020
S W/CONCWOODSFIELDABFOUNDNOTENDFOUNDNOTEND6" PVCD
6" PVC
C 8" PVCRIM=129.92’INV D=122.82’INV C=122.90’INV B=122.68’INV A=122.73’SBIRDHOUSESSSSSW/ CONCBFPSR 1838 DUNN RD VAR BSTBSTSR 1838 DUNN RD 25’ BST24" C&G
24" C&G
INV A=121.00’INV B=121.10’RIM=128.21’SSMH8" PVC
ABAB8" PVCINV A=121.49’INV B=121.57’RIM=127.73’SSMH8" PVC2 S BRK B
BST
72" CLF 3 SBW
GR
WOODS
CONC
BST
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MTL
MTL
MTL
MTLMTLMTL
SR 1863 PEMBROKE LN VAR BST VAR BST36" C&G36" C&G42" C&G
42" C&G
6’ BST
5.5’ BSTBST24" C&GCONCRIP RAPRIP RAP
EIPEIPEIPR/W MONR/W MONR/W MON
R/W MON
S 3702’26" W206.96’N 5257’34" W
193.22’VARIABLE WIDTHRIP RAP
EXISTING R/W
EXISTING R/WTHOT BOXT16"16"16"4"
4"4"ABANDABANDAB ANDAB ANDFOFOFO
FO
FOFO
FO10 ", PVC, Fayetteville PWC16 ", PVC, Town of EastoverCentury LinkCentury LinkSegraCentury LinkCentury LinkCentury LinkCentury Link100.00’EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
TO FLEA HILL RD (SR 1835)SSMH24" RCP24" RCP
CB 24" RCP24" RCP
15" CMP15" RCP15" RCP
24" RCP15" RCPCB
CB
CB
CB24" RCP15" RCP15" RCP130130130130
130
130
130
130130 13013013013013013
0
130130130130130
130
13013
0
130
130130130130130130140140140140
140
140150 150150 160160126.0126.0126.0126.0 126.0126.0126.0126.0
126.0
128.0
128.0
128.0128.0128.0
128.0
128.0128.0128.0128.0128.0
128.0128.0128.0128.0128.0
1
2
8.
0
128.0
128.0
128.0
128.0
128.0128.0128.0128
.0128.0128.0128.0128.0128.0128.0128.0
128.0
128.0
128.0
128.0 128.0128.0128.0 128.0128.0128.0128.0132
.0
132.0
132.0
132.0132.0132.0
134.0134.0134.0136.0136.0
136.0
138
.0138.0142.0142.0142.0144.0144.0144.0
146.0 146.014
8.0 156.0158.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WS
20+0025+00-Y14-GREU TL-3
-Y4- POT Sta. 10+28.01
BEGIN OVERLAY
BEGIN CONSTRUCTION
PEMBROKE LN.
15+00
20+00NAD 83/ NA 2011RETAIN EXISTING SBG
RETAIN EXISTING SBGGREU TL-2-Y4-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
69
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh69_CON.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -Y4- 21+00.00 SEE SHEET 19TRAFFIC DIAGRAM
I-5986A
ENGINEER
FOR -Y4- PROFILE SEE SHT. 150
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
SITE 54 SITE 54CSITE 54A SITE 54B
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
T T FILL IN WETLAND
DENOTES TEMPORARY SHEET 146 OF 163
PERMIT DRAWING
RETAIN
RETAIN
RETAI
NSYSTEMRETAINSYSTEMRETAINSYSTEMRETAINRETAINRETAINRETAINOUT
CLEAN
PIPE
OUT
CLEAN
PIPE
Submitted 9/2/2020
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4C\I-5986A_hyd_prm_wet_XPL_Y4_SITE54A.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16130 130
140 140
150 150
120 120
15+00.00
130 130
140 140
150 150
120 120
15+50.00
130 130
140 140
150 150
120 120
16+00.00
130 130
140 140
150 150
120 120
16+50.00
X-1X-XXXX
-Y4-
5 10
WETLAND
WETLAND
WETLAND
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
ENGLISH
SHEET 147 OF 163
PERMIT DRAWINGSITE 54A
140.32
142.28
144.37
146.39
Submitted 9/2/2020
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WETLAND
WETLAND
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4C\I-5986A_hyd_prm_wet_XPL_Y4_SITE54B.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16130 130
140 140
150 150
160 160
120 120
18+50.00
130 130
140 140
150 150
160 160
120 120
19+00.00
130 130
140 140
150 150
160 160
120 120
19+50.00
X-3X-XXXX
-Y4-
5 10
WETLAND
ENGLISH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SITE 54B SHEET 148 OF 163
PERMIT DRAWING
154.96
157.03
158.92
Submitted 9/2/2020
SSS6’ VIN
Y
L
6’ VINYL6’ VINYL 8’ CHL0.5’ CONC. CURB
GAS PUMPSMTL CANWEI
GH SCALES1S BUSW
SOIL
SOIL
CO
NC
BST
BST BSTCONCCONC
CONCBSTBST
BST
WOODS
WO
O
D
S
s w
WO
O
D
SWOO
DSWO
O
D
S
CONC
CO
NCCONC
WO
O
D
S
1SBKD
A
B
S
S
MH
RIM=133.78’IN
V C=12
5.48’
IN
V B=12
5.62’
IN
V A=125.56’C FO
U
N
D
N
OTEN
D
TRAPSGREASE
CONC BS
T
GRASS
GRAS
S
GRASS
GRASS
GRASS
D
K
HTR
DOG KENNEL
6’ VINYL6
’ CL &
4
SBWGRASS
C
O
N
C
C
O
N
C
GRAS
S CONCC
O
NC
CONC
C
O
N
C
CONCS
G
AT
E
S W/BK
GAT
E
BFP
S
S
BFP
6" CONC CURBBROKEN CONC CURB
3
0" C
&
G
24" C&G
C&G24"
6" CONC CURB
CONC
24" C&G
6" CO N C CU RB
24" C&G
C&G24"C&
G24"
24" C&G
24" C&G24" C&GBST
CONC
CONC
BST
BST
CONC
BST
8" CONC CURB
CURB
6" CO
NCCUR
B
6" CONC
24" C&G
24" C&GCURB6" CONCBST
CONC I
SLCONC I
SLCONC I
SLCONC
CA
N
MTL
BST
BST
BST
CONC
8" PVC
A
A
B
A B
8" PVC IN
V A=130.92’RIM=136.78’SSMH
SSMHRIM=134.38’IN
V A=128.96’IN
V B=128.32’IN
V B=12
7.04’
INV A=12
7.16’
RIM=13
2.93
SS
MHWOODSMTLMTLSOIL
2 S BLK B
2 S BLK B
1 S BK B
SOIL
SOIL
SOIL
SOIL
CONCSOIL48" WW
& 1SB
W48" WW & 1SB
WWO
O
D
S
WO
O
D
S
WO
O
D
S
BST
BST
BST
WALL 60" WO
O
D
CO
NC
C
ONC
BST
SR 1863 PEMBROKE LN VAR BST36" C&G30" C&G
30" C&G
GOLDSBORO RD 28’ BST
CO
NC ISL
CO
NC ISL
CO
N
C ISL
BST
BST
BSTSR 1863 PEMBROKE LN 35’ BST3.5’ BSTRW DEED
DB 5221 PG 95
RW DEED
DB 5600 PG 688
N
C
D
OT
RIG
H
T
OF WA
Y
DB 617
3 P
G 2
91
NCDOT RIGHT OF WAY
DB 9368 PG 365
ACCESS EASEMENT
DB 8880 PG 349 WE
L
L
EASE
MENT
PB 12
1
PG 155
EI
PEIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIPR/W MONR/W MONR/
W MONR/W MO
NS 6353’48" E2029.54’
N 1238’46" E
157.38’N
7
8
17’4
6
" W4
2
3.6
3’
S 1048’43" W
372.66’S 6328’54" E51.07’N 6041’51" W402.63’N 6041’51" W264.72’S 6037’33" E295.18’
S 3113’18" W
732.18’
S 0504’38" W
350.49’
S 0409’32" E270.78’N 0413’16" W271.41’
S 8449’54" W121.93’
S 845
2
’33" W125.06’
S 8442’27" W126.75’N 0352’19" E
266.23’
S 1036’12" W
263.74’
S 1037’47" W
71.78’
S 1037’47" W
446.85’
N
7
9
2
5’0
4" W12
4.8
4’
S 0955’14" W
182.07’N 4504’48" W109.57’N 0606’27" W197.40’S 6209’14" E163.96’S 2709’13" E57.76’S 6244’40" E137.55’S 0332’34" E454.08’N 8627’26" E252.00’S 0020’17" E133.08’S 8120’03" E
3
0.97’
S 2656’56" W
230.20’
N 8110’13" W9
8.15’
S

5
512
’55
" W
4
3
.2
7
’S

5
526
’13
" W
62
.
82
’S 8
6
2
6’2
3" E
247.2
2’
N 1351’35" E
61.37’
N 1402’26" E
93.56’
N 13
5
8’44" E
30.0
2’
N 13
5
8’4
4
" E
40.20’
S 2750’18" W
8.47’
S 2652’17" W
55.49’S 6311’21" E198.05’
S 2652’17" W88.39’
W
CITY OF EASTO
VER
CITY OF EASTOVER
CITY OF EASTO
VER
60.00’EXISTIN
G R/
W
EXISTIN
G R/
W
N 0324’16" W315.02’EXI
STI
NG R/WEXI
STI
NG R/WTC
T
TTEST STATIONTELEPHONE FIBER OPTIC
V
ALVE
BLO
W
OF
F
VALVEAI
R RELEASE8"8"
10"
10"
8"
10"
8"
8"
8"
8"
4"
4"4"4"FOFOFO
FO
F
O
FO FO
FO
TT
E
L
E
PH
O
N
E PED
PER RECORD
8"
8"
8"
E
OI
T
Century Link
Century Link, FODuke Energy ProgressCentury Link
10 ", PVC, Town of EastoverWWW
3.29’ R/W-EIP
Cable
Time Warner
CUTO
VER
LinkCentury
NCDOT RIGHT OF WAY
DB 9368 PG 365
T
T
T
S
SS
S
SS
S
S
S
INV IN: 128.15’
RIM: 133.67’
INV O
UT: 129.57’
IN
V IN: 129.67’
RIM: 135.12’
INV OUT: 130.03’
IN
V IN: 130.13’
RIM: 138.93’GRAVEL DRIVEGRAVEL DRIVEME
TAL PASTURE GAT
E BSTBSTB
STBST
BST
INV O
UT: 130.80’
INV IN: 130.85’
RIM: 137.65’IN
V OUT: 13
1
.46’
IN
V IN: 13
1
.56’
RIM: 13
8
.38’
VEHICLE V
ACUU
MDUMPSTER CAGEBSTBSTBSTISLCONC
INV O
UT: 132.34’
IN
V IN(BUILDING): 132.44’
INV IN: 13
2
.44’
RIM: 137.74’
BOLT
E
D SH
UT
8" PVC
8" PVC8" PVC
8" PVC
8" PVC
8
"
P
VC8" PVC
WV
W
M
HYDWM
WM
W
M
WV
4" PVC Force
Main
Elv. 125.37
E 20
7
47
6
0.2070
N 499724.5360
TH 2-1
4" PVC Force
Main
Elv. 127.14
E 207
4
7
40.2120
N 499
6
12.2720
TH 1-1
4"
4"4"
4"
8" H
DPE
Water
Elv. 117.11
E 2074
6
5
0
.87
1
0
N 49
9
81
2.905
0
TH 3-1
8" H
DPE
Water
Elv. 113.97
E 20
7
4
5
8
9.4170
N 499570.93
6
0
TH 4-1
MTLMTL36" C&GSR 1863 PEMBROKE LN 35’ BSTEXI
STI
NG R/WEXI
STI
NG R/W4"
18" H
DPE
15" RCP
DI
DI
DI
24" RCP
24" RCP24" R
CP
C
B
C
BCB
CBHDPE
18"15" RCP18" RCP
15" RCP
18" R
CP
18" RCP18" RCP24" RCP18" RCP18
"
R
C
P
24" R
C
P
24"
R
CP
24"
R
C
P
18" R
CP
24" RCP15" RCP18" RCP24" RCP18" RCPC
B
C
B
CB1
8" RCPC
B
C
B
C
B
DI18" CMP
CBCB36" RCP
24" RCP
DI
2
4" R
CP
42" RCP
6" CO
NC H
W6" CO
NC H
W6" CO
NC H
WCBCBCBCB
C
B
STR FUL
L OF
WATER
BT
M CL IN
V=129.99’+/-STR FULL OF WATER
BT
M CL INV=130.97’+/-
STR FUL
L OF
WAT
ER
BT
M CL INV=13
0.43’+/-
24" RCP
S15" RCP15" CMP15" CMP15" CMP18" RCP24" RCP24" RCP30" RCP42" RCP24" HDPE30" RCP18" RCP18" RCP24" RCP18" RCP18" CMP
CBCBCBCBCB15" CMP15" CMP15" CMP24" RCP24" RCPResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WVWN
WO
WCE
WCE
WO
E
C Basin
E C B asin
E C B asin
10+00-Y5C-
15+00GREU TL-3 GREU TL-
3PEMBR
OKE LN.
110+00
115+0040+0045+00
5
0
+
0
0
55+00
60+00
65+00
-Y5C --Y5A-15+0020+00
25+0010
5
+00
15+00
PROP. WOVEN WIRE FENCE
C
AT-1
WIRE FENCE
PROP. WO
VEN
WIRE FENCE
PROP. WO
VEN
-Y5B- POT Sta. 26+66.96
END CONSTRUCTIONRETAIN EXI
STI
NG SBGRE
T
AIN EXIST. C/A FENCE
CHORD
C
H
O
R
D
C
H
O
R
D
C
HOR
DCHORDCHORDCHORD
;
;
CH
ORDCFFF
C
C
F
F F
FFF
FF
F
F
F
C
F
F
F
F
F
F
F
F
F F FFFFFFCCCCCCFCFF
C
C
C
F
F
C
F
F
F
F
CFC
55+00.00
49+50.07
13+00.31
11+50.00
106+50.00
F
F
F

8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh70.dgnFkeysREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 19MATCHLINE -Y4- STA. 39+00.0070
TRAFFIC DIAGRAM
GOLDSBORO RD.
PAVEMENT REMOVAL
I-5986A
PLANS
GRAPHIC SCALE
NAD 83/ NA 2011
SEE SHEET 20
-Y5- STA. 105+00.00
MATCHLINE
STA. 15+00.00 SEE SHEET 71
MATCHLINE -Y5B-
COORDINATION WITH THE DEVELOPER
DESIGN SUBJECT TO CHANGE PENDING
FOR -Y5RAB- PROFILE SEE SHT. 160
FOR -Y5C- PROFILE SEE SHT. 160
FOR -Y5B- PROFILE SEE SHT. 159
FOR -Y5A- PROFILE SEE SHT. 159
FOR -Y5RT- PROFILE SEE SHT. 158
FOR -Y5LT- PROFILE SEE SHT. 158
FOR -Y4A- PROFILE SEE SHT. 152
FOR -Y4- PROFILE SEE SHT. 151
FOR -DR3- PROFILE SEE SHT. 152
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH

CONCRETE TRUCK APRON
SITE 56
SITE 15
SITE 16
SITE 55
GREU TL-
3 GREU TL-
3PEMBR
OKE LN.40+00RETAI
N EXI
STI
NG SBGCFFSEE SHEET 19MATCHLINE -Y4- STA. 39+00.00SITE 15 INSET A
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*ENGLISH
SHEET 149 OF 163
PERMIT DRAWING
0
SCALE FOR INSET
50 50 100
WETLAND
DENOTES FILL INFF0200
SCALE
100 100
INSET A
INSET A
SEE DETAIL KLATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
RE
MOVE
18"
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
(EQUILIZER PIPE)
36" RCP-IV
RE
MO
VE
&
G
T
D
RE
MO
V
E
P
P
W/ FLOWABLE FILLPLUG & FILL
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
REMO
V
E
RE
MOVE
RE
MO
VE
CB-E
DI
INV=131.9’
INV=131.2’
15" RCP-IV CB-G
CB-F
P
P
W/ FLOWABLE FILLPLUG & FILL
& PIPE
REMOVE CBs
R
E
MOVE
INV=127.6’
IN
V=127.2’W/5
0 S
Y
G
E
OF
A
B
2
6 T
O
N
S
C
L I RIP
R
AP
Adj. CB
CB-F
CB-F
15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV CB-F
CB-F
DI
DI
DI
DI
HW
RCP-IV
15"
R
E
MO
V
E
R
E
MO
V
E
RE
MO
V
E
GRADE TO DRAINGRADE TO DRAI
NGRADE TO DRAI
NREMOVE SYSTEMRETAIN
S
YSTE
MRET
AIN
SYSTEMRETAIN
SYSTEMRETAINSYSTEMRETAI
NRETAIN
INV=127.9’
SEE DETAIL W
BASE DITCH
STANDARD 10’REMOVE18"
18" RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE
SYSTEM
REMOVE REM
OVE
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
W/14 SY GEOFAB
5 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP24" RCP-IIIINV=135.2’
INV=129.0’
24" RCP-III
W/14 SY GEOFAB
5 TONS CL B RIPRAP
DI
DI
DI
DI
15" R
CP-III
15" RCP-III W/7 S
Y
G
E
OF
A
B
2 T
O
NS
C
L
B
RIP
R
AP
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL A
SP. LAT. V DITCHRETAIN
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RCP-IV24" 4
8" RCP-I
VSEE DETAIL O
BASE DITCH
SP. LAT. 4’
DI
DI
INV=134.3’
DI
DI
DI
DI
DI
DI
DI
INV=132.4’
DI
INV=127.6’
DI
15" RCP-IV
15" R
CP-IV
15" RC P-IV
RCP-IV 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
DI
RCP-III 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
INV=132.8’
W/7 SY GEOFAB
2 TONS CL B RIPRAP
RCP-I
V 15"
15" RCP-I
V RCP-
I
I
I
15"R C P -IV 15"24" RCP-III15" RCP-III
15" RCP-III
15" R
CP-III
36"
15" R
CP-IV
15" R
CP-I
V
15" RCP-IV
15" RCP-III
15" RCP-IV
RCP-IV15"
W/25 SY GEOFAB
22 TONS CL I RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILL
PLUG & FILL
P
P
SYSTEM
REMOVE
REMOVE
CB-F
15" RCP-IV
TO 102+02 LT
-Y5- STA 106+22
DITCH CLEANOUT

T
O 10
2
+0
2
LT
10
6
+22
-
Y5-
DIT
C
H
C
L
E
A
N
O
U
T
RE
MO
VE
SEE DETAIL H
(KEYED-IN)
W/ CL B RIPRAP
TOE PROTECTION
18"
Q10=124 cfs
V10=1.80 ft/s
RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILL
PLUG & FILL
P
P
SYSTEM
REMOVE
Submitted 9/2/2020
SSS6’ VIN
Y
L
6’ VINYL6’ VINYL 8’ CHL0.5’ CONC. CURB
GAS PUMPSMTL CANWEI
GH SCALES1S BUSW
SOIL
SOIL
CO
NC
BST
BST BSTCONCCONC
CONCBSTBST
BST
WOODS
WO
O
D
S
s w
WO
O
D
SWOO
DSWO
O
D
S
CONC
CO
NCCONC
WO
O
D
S
1SBKD
A
B
S
S
MH
RIM=133.78’IN
V C=12
5.48’
IN
V B=12
5.62’
IN
V A=125.56’C FO
U
N
D
N
OTEN
D
TRAPSGREASE
CONC BS
T
GRASS
GRAS
S
GRASS
GRASS
GRASS
D
K
HTR
DOG KENNEL
6’ VINYL6
’ CL &
4
SBWGRASS
C
O
N
C
C
O
N
C
GRAS
S CONCC
O
NC
CONC
C
O
N
C
CONCS
G
AT
E
S W/BK
GAT
E
BFP
S
S
BFP
6" CONC CURBBROKEN CONC CURB
3
0" C
&
G
24" C&G
C&G24"
6" CONC CURB
CONC
24" C&G
6" CO N C CU RB
24" C&G
C&G24"C&
G24"
24" C&G
24" C&G24" C&GBST
CONC
CONC
BST
BST
CONC
BST
8" CONC CURB
CURB
6" CO
NCCUR
B
6" CONC
24" C&G
24" C&GCURB6" CONCBST
CONC I
SLCONC I
SLCONC I
SLCONC
CA
N
MTL
BST
BST
BST
CONC
8" PVC
A
A
B
A B
8" PVC IN
V A=130.92’RIM=136.78’SSMH
SSMHRIM=134.38’IN
V A=128.96’IN
V B=128.32’IN
V B=12
7.04’
INV A=12
7.16’
RIM=13
2.93
SS
MHWOODSMTLMTLSOIL
2 S BLK B
2 S BLK B
1 S BK B
SOIL
SOIL
SOIL
SOIL
CONCSOIL48" WW
& 1SB
W48" WW & 1SB
WWO
O
D
S
WO
O
D
S
WO
O
D
S
BST
BST
BST
WALL 60" WO
O
D
CO
NC
C
ONC
BST
SR 1863 PEMBROKE LN VAR BST36" C&G30" C&G
30" C&G
GOLDSBORO RD 28’ BST
CO
NC ISL
CO
NC ISL
CO
N
C ISL
BST
BST
BSTSR 1863 PEMBROKE LN 35’ BST3.5’ BSTRW DEED
DB 5221 PG 95
RW DEED
DB 5600 PG 688
N
C
D
OT
RIG
H
T
OF WA
Y
DB 617
3 P
G 2
91
NCDOT RIGHT OF WAY
DB 9368 PG 365
ACCESS EASEMENT
DB 8880 PG 349 WE
L
L
EASE
MENT
PB 12
1
PG 155
EI
PEIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIPR/W MONR/W MONR/
W MONR/W MO
NS 6353’48" E2029.54’
N 1238’46" E
157.38’N
7
8
17’4
6
" W4
2
3.6
3’
S 1048’43" W
372.66’S 6328’54" E51.07’N 6041’51" W402.63’N 6041’51" W264.72’S 6037’33" E295.18’
S 3113’18" W
732.18’
S 0504’38" W
350.49’
S 0409’32" E270.78’N 0413’16" W271.41’
S 8449’54" W121.93’
S 845
2
’33" W125.06’
S 8442’27" W126.75’N 0352’19" E
266.23’
S 1036’12" W
263.74’
S 1037’47" W
71.78’
S 1037’47" W
446.85’
N
7
9
2
5’0
4" W12
4.8
4’
S 0955’14" W
182.07’N 4504’48" W109.57’N 0606’27" W197.40’S 6209’14" E163.96’S 2709’13" E57.76’S 6244’40" E137.55’S 0332’34" E454.08’N 8627’26" E252.00’S 0020’17" E133.08’S 8120’03" E
3
0.97’
S 2656’56" W
230.20’
N 8110’13" W9
8.15’
S

5
512
’55
" W
4
3
.2
7
’S

5
526
’13
" W
62
.
82
’S 8
6
2
6’2
3" E
247.2
2’
N 1351’35" E
61.37’
N 1402’26" E
93.56’
N 13
5
8’44" E
30.0
2’
N 13
5
8’4
4
" E
40.20’
S 2750’18" W
8.47’
S 2652’17" W
55.49’S 6311’21" E198.05’
S 2652’17" W88.39’
W
CITY OF EASTO
VER
CITY OF EASTOVER
CITY OF EASTO
VER
60.00’EXISTIN
G R/
W
EXISTIN
G R/
W
N 0324’16" W315.02’EXI
STI
NG R/WEXI
STI
NG R/WTC
T
TTEST STATIONTELEPHONE FIBER OPTIC
V
ALVE
BLO
W
OF
F
VALVEAI
R RELEASE8"8"
10"
10"
8"
10"
8"
8"
8"
8"
4"
4"4"4"FOFOFO
FO
F
O
FO FO
FO
TT
E
L
E
PH
O
N
E PED
PER RECORD
8"
8"
8"
E
OI
T
Century Link
Century Link, FODuke Energy ProgressCentury Link
10 ", PVC, Town of EastoverWWW
3.29’ R/W-EIP
Cable
Time Warner
CUTO
VER
LinkCentury
NCDOT RIGHT OF WAY
DB 9368 PG 365
T
T
T
S
SS
S
SS
S
S
S
INV IN: 128.15’
RIM: 133.67’
INV O
UT: 129.57’
IN
V IN: 129.67’
RIM: 135.12’
INV OUT: 130.03’
IN
V IN: 130.13’
RIM: 138.93’GRAVEL DRIVEGRAVEL DRIVEME
TAL PASTURE GAT
E BSTBSTB
STBST
BST
INV O
UT: 130.80’
INV IN: 130.85’
RIM: 137.65’IN
V OUT: 13
1
.46’
IN
V IN: 13
1
.56’
RIM: 13
8
.38’
VEHICLE V
ACUU
MDUMPSTER CAGEBSTBSTBSTISLCONC
INV O
UT: 132.34’
IN
V IN(BUILDING): 132.44’
INV IN: 13
2
.44’
RIM: 137.74’
BOLT
E
D SH
UT
8" PVC
8" PVC8" PVC
8" PVC
8" PVC
8
"
P
VC8" PVC
WV
W
M
HYDWM
WM
W
M
WV
4" PVC Force
Main
Elv. 125.37
E 20
7
47
6
0.2070
N 499724.5360
TH 2-1
4" PVC Force
Main
Elv. 127.14
E 207
4
7
40.2120
N 499
6
12.2720
TH 1-1
4"
4"4"
4"
8" H
DPE
Water
Elv. 117.11
E 2074
6
5
0
.87
1
0
N 49
9
81
2.905
0
TH 3-1
8" H
DPE
Water
Elv. 113.97
E 20
7
4
5
8
9.4170
N 499570.93
6
0
TH 4-1
MTLMTL36" C&GSR 1863 PEMBROKE LN 35’ BSTEXI
STI
NG R/WEXI
STI
NG R/W4"
18" H
DPE
15" RCP
DI
DI
DI
24" RCP
24" RCP24" R
CP
C
B
C
BCB
CBHDPE
18"15" RCP18" RCP
15" RCP
18" R
CP
18" RCP18" RCP24" RCP18" RCP18
"
R
C
P
24" R
C
P
24"
R
CP
24"
R
C
P
18" R
CP
24" RCP15" RCP18" RCP24" RCP18" RCPC
B
C
B
CB1
8" RCPC
B
C
B
C
B
DI18" CMP
CBCB36" RCP
24" RCP
DI
2
4" R
CP
42" RCP
6" CO
NC H
W6" CO
NC H
W6" CO
NC H
WCBCBCBCB
C
B
STR FUL
L OF
WATER
BT
M CL IN
V=129.99’+/-STR FULL OF WATER
BT
M CL INV=130.97’+/-
STR FUL
L OF
WAT
ER
BT
M CL INV=13
0.43’+/-
24" RCP
S15" RCP15" CMP15" CMP15" CMP18" RCP24" RCP24" RCP30" RCP42" RCP24" HDPE30" RCP18" RCP18" RCP24" RCP18" RCP18" CMP
CBCBCBCBCB15" CMP15" CMP15" CMP24" RCP24" RCP13013
013013013013013013013013013
0
1401401
4
0
14
0
140
140 14014014014
0
14
0140
1401401401401401401401
4
014014
0
140
1401401401401401401
4
0
140140
140140140140140140130130130130130126.0 126.0
126.0
126.0126.0126.0126.0128.0128.0128.0128.01
2
8.0
128.0
128.0128.0128.0
128.0128.0132.0132.0132.0132.0132.0132.0132.0132.0
132.0132.0132.0
132.0132.0132.0
132.0
132.0132.0
132.0132.0 132.0134.0134.0134.0134.0134.0134.0134.0134.0134.0134.0134.01
3
4.0
134.0134
.0134.0134.0134.0134.0134.0134.0134.0134.013
4.0
134.0
134.0
134.0134.0134.01
3
4
.
0
134.0134.0134.0134.0134.0134.0 134.0134.0134.0134.0134.013
4.0
13
4.
0
134.0134.0134.0
134.0
13
4.0
134.0134.0134.0
1
3
4
.0134.0134.0134.0134.0134.0134.0
134.0134.0134.0
136.0136.013
6
.0
136.0
136.0136.0136.0136.0136.0136.0136.0136
.0136.0136.0136.0136.0136.0136.0136.0136.0136.0 136.0136.0
136.0
136.0 136.0136.0136.0136.0136.0136.0136.01
3
6
.
0
136.0136.0136.013
6.0136.0136.0 136.0136.0
136.013
6.0
136.0136.0136.0
136.0136.0136.0136.0
1
3
6.
0 136.0136.0136.0 136.0136.0136.0136.0136.0136.0136.0
136.0136.0
136.0136
.0136.0136.0136.0
136.0
136.0
136.0136.0
1
36.
0
136.0
1
3
6.
0
13
6.0
136.0138.013
8.0
138.0138.0138.0
138.0138.0138.013
8.0138.0138.0138.0138.0138.0138.0 138.0138.0
1
3
8.0 138.0138.0138.0
138.0
138.0 138.0138.0
138.0
13
8
.0
138.0
138.0
138.0138.0138.01
3
8.
0
138.0138.0138.0138.0138.0138.0138.0138.0
138.0138.0138.0138.0142.0142.0142.0
142.0128.0128.01
2
8.0
12
8.0
128.0128.0128.0132.0132.0134.0136.0136.0138.0138.0138.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WVWN
WO
WCE
WCE
WO
E
C Basin
E C B asin
E C B asin
10+00-Y5C-
15+00GREU TL-3 GREU TL-
3PEMBR
OKE LN.
110+00
115+0040+0045+00
5
0
+
0
0
55+00
60+00
65+00
-Y5C --Y5A-15+0020+00
25+0010
5
+00
15+00
PROP. WOVEN WIRE FENCE
C
AT-1
WIRE FENCE
PROP. WO
VEN
WIRE FENCE
PROP. WO
VEN
-Y5B- POT Sta. 26+66.96
END CONSTRUCTIONRETAIN EXI
STI
NG SBGRE
T
AIN EXIST. C/A FENCE
CHORD
C
H
O
R
D
C
H
O
R
D
C
HOR
DCHORDCHORDCHORD
;
;
CH
ORDCFFF
C
C
F
F F
FFF
FF
F
F
F
C
F
F
F
F
F
F
F
F
F F FFFFFFCCCCCCFCFF
C
C
C
F
F
C
F
F
F
F
CFC
55+00.00
49+50.07
13+00.31
11+50.00
106+50.00
F
F
F

8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh70_CON.dgnFkeysREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 19MATCHLINE -Y4- STA. 39+00.0070
TRAFFIC DIAGRAM
GOLDSBORO RD.
PAVEMENT REMOVAL
I-5986A
PLANS
GRAPHIC SCALE
NAD 83/ NA 2011
SEE SHEET 20
-Y5- STA. 105+00.00
MATCHLINE
STA. 15+00.00 SEE SHEET 71
MATCHLINE -Y5B-
COORDINATION WITH THE DEVELOPER
DESIGN SUBJECT TO CHANGE PENDING
FOR -Y5RAB- PROFILE SEE SHT. 160
FOR -Y5C- PROFILE SEE SHT. 160
FOR -Y5B- PROFILE SEE SHT. 159
FOR -Y5A- PROFILE SEE SHT. 159
FOR -Y5RT- PROFILE SEE SHT. 158
FOR -Y5LT- PROFILE SEE SHT. 158
FOR -Y4A- PROFILE SEE SHT. 152
FOR -Y4- PROFILE SEE SHT. 151
FOR -DR3- PROFILE SEE SHT. 152
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH

CONCRETE TRUCK APRON
SITE 56
SITE 15
SITE 16
SITE 55
GREU TL-
3 GREU TL-
3PEMBR
OKE LN.40+00RETAI
N EXI
STI
NG SBGCFFSEE SHEET 19MATCHLINE -Y4- STA. 39+00.00SITE 15 INSET A
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*ENGLISH
SHEET 150 OF 163
PERMIT DRAWING
0
SCALE FOR INSET
50 50 100
WETLAND
DENOTES FILL INFF0200
SCALE
100 100
INSET A
INSET A
SEE DETAIL KLATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
RE
MOVE
18"
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
(EQUILIZER PIPE)
36" RCP-IV
RE
MO
VE
&
G
T
D
RE
MO
V
E
P
P
W/ FLOWABLE FILLPLUG & FILL
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
REMO
V
E
RE
MOVE
RE
MO
VE
CB-E
DI
INV=131.9’
INV=131.2’
15" RCP-IV CB-G
CB-F
P
P
W/ FLOWABLE FILLPLUG & FILL
& PIPE
REMOVE CBs
R
E
MOVE
INV=127.6’
IN
V=127.2’W/5
0 S
Y
G
E
OF
A
B
2
6 T
O
N
S
C
L I RIP
R
AP
Adj. CB
CB-F
CB-F
15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV CB-F
CB-F
DI
DI
DI
DI
HW
RCP-IV
15"
R
E
MO
V
E
R
E
MO
V
E
RE
MO
V
E
GRADE TO DRAINGRADE TO DRAI
NGRADE TO DRAI
NREMOVE SYSTEMRETAIN
S
YSTE
MRET
AIN
SYSTEMRETAIN
SYSTEMRETAINSYSTEMRETAI
NRETAIN
INV=127.9’
SEE DETAIL W
BASE DITCH
STANDARD 10’REMOVE18"
18" RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE
SYSTEM
REMOVE REM
OVE
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
W/14 SY GEOFAB
5 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP24" RCP-IIIINV=135.2’
INV=129.0’
24" RCP-III
W/14 SY GEOFAB
5 TONS CL B RIPRAP
DI
DI
DI
DI
15" R
CP-III
15" RCP-III W/7 S
Y
G
E
OF
A
B
2 T
O
NS
C
L
B
RIP
R
AP
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL A
SP. LAT. V DITCHRETAIN
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RCP-IV24" 4
8" RCP-I
VSEE DETAIL O
BASE DITCH
SP. LAT. 4’
DI
DI
INV=134.3’
DI
DI
DI
DI
DI
DI
DI
INV=132.4’
DI
INV=127.6’
DI
15" RCP-IV
15" R
CP-IV
15" RC P-IV
RCP-IV 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
DI
RCP-III 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
INV=132.8’
W/7 SY GEOFAB
2 TONS CL B RIPRAP
RCP-I
V 15"
15" RCP-I
V RCP-
I
I
I
15"R C P -IV 15"24" RCP-III15" RCP-III
15" RCP-III
15" R
CP-III
36"
15" R
CP-IV
15" R
CP-I
V
15" RCP-IV
15" RCP-III
15" RCP-IV
RCP-IV15"
W/25 SY GEOFAB
22 TONS CL I RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILL
PLUG & FILL
P
P
SYSTEM
REMOVE
REMOVE
CB-F
15" RCP-IV
TO 102+02 LT
-Y5- STA 106+22
DITCH CLEANOUT

T
O 10
2
+0
2
LT
10
6
+22
-
Y5-
DIT
C
H
C
L
E
A
N
O
U
T
RE
MO
VE
SEE DETAIL H
(KEYED-IN)
W/ CL B RIPRAP
TOE PROTECTION
18"
Q10=124 cfs
V10=1.80 ft/s
RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILL
PLUG & FILL
P
P
SYSTEM
REMOVE
Submitted 9/2/2020
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND WETLAND
ENGLISH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SITE 55 SHEET 151 OF 163
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120
120120
130
130130
140
140140
150
150150
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4C\I-5986A_hyd_prm_wet_XPL_Y5C_SITE55.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16130 130
140 140
150 150
120
13+50.00
130 130
140 140
150 150
120 120
14+00.00
130 130
140 140
150 150
120 120
14+50.00
130 130
140 140
150 150
120 120
15+00.00
S1 X-214I-5986A
-Y5C-
5 10
133.27
0.0203:1
S.S. 133.34
0.020
3:1S.S. 132.86
133.10
0.0203:1
S.S. 132.65
0.001
3:1S.S. 132.60
133.06
0.0273:1
S.S. 133.05
0.027
3:1S.S. 132.89
133.51
0.0403:1
S.S. 133.54
0.040
3:1S.S. 132.77
Submitted 9/2/2020
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WETLAND
WETLAND
WETLAND
WETLAND
ENGLISH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SITE 56 SHEET 152 OF 163
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120
120120
130
130130
140
140140
150
150150
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4C\I-5986A_hyd_prm_wet_XPL_Y5B_SITE56.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16130 130
140 140
150 150
120
12+50.00
130 130
140 140
150 150
120 120
13+00.00
130 130
140 140
150 150
120 120
13+50.00
140 140
150 150
130 13014+00.00
S1 X-210I-5986A
-Y5B-
5 10
135.81
0.020 0.020
4:1
4
:1132.52
3:1
135.88
0.020 0.0205:1 5
:1
3:1
132.66
135.95
0.0206:1 0.020
6
:1
132.81
3:1
135.98
0.0206:1 0.020
6
:1
3:1
132.96
Submitted 9/2/2020
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SHEET NO.PROJECT REFERENCE NO.8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 3\I-5986A_hyd_4B_prm153.dgndefault8/17/99I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SHEET INTENTIONALLY LEFT BLANK
SHEET 153 OF 163
PERMIT DRAWING
SHEET 153 OF 163
PERMIT DRAWING
Submitted 9/2/2020
CARPORTEIP
EIP
WOODS WOODS
WOODS
WO
O
D
S
1
4’ GRS
EIP
1SFBKD9’ SOILBK STEPS
BK STEPS
WD DK
S
GOLDSBORO RD 28’ BST
ECM
S
3
1
5
1
’2
9"
E
5
1
7.8
8’
S 6444’46" W
125.17’
T
T
Century Link
Century Link
Century Link, FO
10 ", PVC, Town of Eastover
N 8746’33" E
N
3
1
5
8
’2
7
" W17
6.2
4’N 0732’27" W366.47’S 0834’27" E532.47’50.00’
TO JAMES DAIL RD (SR 1828)9.03’ R/W-EIP3.29’ R/W-EIP0.2
5’
R/W-
EIP
CUTOVER
NCDOT RIGHT OF WAY
DB 9368 PG 365
15" RCP
15" RCP
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WCE
-Y5B-
20+00
25+00
PROP. WOVEN WIRE FENCE
-Y5B- POC Sta. 18+65.00
END CONSTRUCTION
CHORD
CHORDC
C
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
71
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh71.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -Y5B- PROFILE SEE SHT. 159
I-5986A
NAD 83/ NA 2011MATCHLINE -Y5B- STA. 15+00.00 SEE SHEET 70www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
15+00
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
CC
SITE 56
ENGLISH
25 50 100050
SCALE
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SHEET 154 OF 163
PERMIT DRAWING
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
REMOVE
30"
Submitted 9/2/2020
CARPORTEIP
EIP
WOODS WOODS
WOODS
WO
O
D
S
1
4’ GRS
EIP
1SFBKD9’ SOILBK STEPS
BK STEPS
WD DK
S
GOLDSBORO RD 28’ BST
ECM
S
3
1
5
1
’2
9"
E
5
1
7.8
8’
S 6444’46" W
125.17’
T
T
Century Link
Century Link
Century Link, FO
10 ", PVC, Town of Eastover
N 8746’33" E
N
3
1
5
8
’2
7
" W17
6.2
4’N 0732’27" W366.47’S 0834’27" E532.47’50.00’
TO JAMES DAIL RD (SR 1828)9.03’ R/W-EIP3.29’ R/W-EIP0.2
5’
R/W-
EIP
CUTOVER
NCDOT RIGHT OF WAY
DB 9368 PG 365
15" RCP
15" RCP
132.0134.0
134.0
134.0134.0134.0134.0
136.0136.0136.0
136.0136.0136.0136.0136.0136.0136.0138.0138.0138.013
8.0
138.0138.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WCE
-Y5B-
20+00
25+00
PROP. WOVEN WIRE FENCE
-Y5B- POC Sta. 18+65.00
END CONSTRUCTION
CHORD
CHORDC
C
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
71
8/20/2020R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 1\I-5986A_hyd_4B_psh71_CON.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -Y5B- PROFILE SEE SHT. 159
I-5986A
NAD 83/ NA 2011MATCHLINE -Y5B- STA. 15+00.00 SEE SHEET 70www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
15+00
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
CC
SITE 56
ENGLISH
25 50 100050
SCALE
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SHEET 155 OF 163
PERMIT DRAWING
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
REMOVE
30"
Submitted 9/2/2020
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1-LSB- 61+50 LTBank Stabilization: DC0.001 0.002 8202-LSB- 72+00 RTHeadwall, 66" WSP: SV-2, WCB0.003 0.0380.001 0.007 641-LNB- 71+75 LTBank Stabilization: SV-10.008 0.010 19193 -LNB- 89+16 LT & RTPipe clean out: WA, WB0.006-LSB- 88+37 - 95+69 LTRoadway Fill, 18" RCP: WA0.001 0.0060.0184-LSB- 101+16 LT30" WSP: SA, WC0.001 0.0330.004 0.003 1823-LSB- 99+00 LT30" WSP: WA0.002 0.0275-YINB- 32+80 RT66" WSP: WB0.009 0.0346-YINB- 39+39 LT36" WSP: WD0.001 0.039-YINB- 38+02 RT36" WSP: WB0.004 0.0507 -L- 92+02 - 100+05 LTRoadway Fill: WH0.2318 -L- 90+87 - 91+10 RTDitch: WE0.024TOTALS*:0.252 0.232 0.024 0.018 0.000 0.01 0.02 51 103 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 156OF 163 WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS8/21/2020Cumberland / Harnett CountiesNC DEPARTMENT OF TRANSPORTATIONI-5986A / I-5877Submitted 9/2/2020
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlandsWetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac)(ac) (ac) (ft) (ft) (ft)9 -L- 94+37 - 100+20 RTRoadway Fill, Ditch: WF0.1350.021-L- 100+28 RT2 @ 36" RCP: SB0.011 0.001 631010 -L- 108+26 - 114+34 LTRoadway Fill: WI0.07611 -L- 118+98 - 133+53 LTRoadway Fill: WJ0.5310.04512 -L- 121+32 - 127+67 RT Roadway Fill, Ditches: WL0.204 0.066 0.020 0.14313 -L- 186+79 - 187+53 LTRoadway Fill: WR0.0200.01314 -L- 192+15 - 193+26 LTDitch: WR0.0210.00115-L- 190+05 RT42" RCP: WO0.0040.006-L- 192+05 RTRoadway Fill: WO0.0010.006-Y5RPC- 13+02 - 21+32 RTRoadway Fill, 66" RCP: Baker Swamp 2, WO0.136 0.0340.1650.01860-Y4- 37+50 LT54" WSP: WO0.001 0.037-Y4- 40+69 to 43+01 LT Prop Roadway Fill: WO0.0190.053TOTALS*:1.127 0.157 0.041 0.432 0.000 0.03 0.00 123 10 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 157OF 163 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS8/21/2020Cumberland / Harnett CountiesI-5986A / I-5877Submitted 9/2/2020
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)16-Y4- 36+25 RT54" WSP: Baker Swamp 1, WN Structure Stabilization0.006 0.0250.004 0.013 1534-Y4- 40+32 to 42+06 RTRoadway Fill: WN0.0350.04217-L- 199+16 - 200+49 LTProp Roadway Fill - WQ0.0570.072-L- 201+67 LTRip Rap Outlet Pad - WQ0.002 0.00918-L- 198+56 - 203+59 RTRoadway Fill, 60" RCP, 66" RCP: Baker Swamp 3, WP0.106 0.0020.0660.010 0.006 2313-Y5- 99+16 LT66" WSP: Baker Swamp 3, WP Structure Stabilization0.001 0.0040.007 0.012 222819 -Y5LPD- 37+73 - 40+14 LT & RTRoadway Fill: WCG*0.85720 -Y5LPD- 22+86 - 24+53 LT & RTRoadway Fill: WX0.4020.03421 -Y5RPD- 14+97 - 18+86 RTRoadway Fill: WV0.2250.02022-Y5FLY- 57+08 - 62+55 LT & RT & -Y5LPD- 18+96 - 21+42 LT & RTRoadway Fill: WW**2.6630.17623-L- 252+342 @ 8'x8' RCBC: SC-1, SC-20.063 0.006 27038TOTALS*:4.353 0.040 0.000 0.411 0.000 0.08 0.04 330 113 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 158OF 163 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTS* Site 19: Area shown in impact table is a total take. Actual impact area is 0.772 acres.NC DEPARTMENT OF TRANSPORTATION** Site 22: Area shown in impact table is a total take inside -Y5LPD-. Actual impact area is 2.610 acres.DIVISION OF HIGHWAYS8/21/2020Cumberland / Harnett CountiesI-5986A / I-5877Submitted 9/2/2020
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlandsWetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac)(ac) (ac) (ft) (ft) (ft)24-L- 304+15 3 @ 10'x8' RCBC, Roadway Fill, Ditch: SD-1, SD-2, WZ, WY0.056 0.047 0.089 0.0800.128 0.058 19726-L- 302+20 RTRoadway Fill, Ditch: WY0.0040.002-L- 306+80 LTDitch: WZ0.010-L- 307+30 RTDitch: WY0.00525-L- 355+0010'x7' RCBC: SE-1, SE-2, WAB0.002 0.0030.017 0.003 13525-L- 357+75 RTDitch: WAB0.00826 -Y7RPC- 17+51 - 24+28 Lt & RT Roadway Fill: WAC0.654 0.0170.15127 -Y7RPA 16+97 RT - -L- 392+99 LT Roadway Fill: WAF0.28428 -SR3 - 34+13 - 35+87 LTRoadway Fill: WAG0.047 0.0050.03929-L- 405+65 LT2 @ 48" RCP, Ditch: WAH0.009 0.02730-L- 422+5012'x6' RCBC: SF, WAK, WAI0.008 0.074 0.0900.030 0.003 1038'-L- 422+46 - 437+14 RTRoadway Fill, Ditch: WAI0.4880.012 0.037-L- 422+85 - 436+87 LTRoadway Fill: WAK0.6240.015-L- 425+50 LTDitch: WAK0.014TOTALS*:2.161 0.192 0.221 0.322 0.000 0.17 0.06 435 59 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 159OF 1638/21/2020Cumberland / Harnett CountiesI-5986A / I-5877 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSSubmitted 9/2/2020
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)31 -L- 508+50 - 509+37 LTRoadway Fill: WAM0.0420.01932 -L- 522+79 - 528+68 LTRoadway Fill: WAN0.0810.08033-L- 540+458'x8' Culvert: SG-1, SG-2, SG-3, WAP, WAQ0.0100.051 0.011 2119934-L- 574+64 10'x7' RCBC: SH-1, SH-20.0250.0020.031 0.004 1743035 -L- 602+70 - 606+71 LT Prop Roadway Fill: WAT0.0160.044-Y9RPA- 15+85 RTDitch: WAT0.00536 -L- 618+01 - 618+41 RTDitch: WAU0.00737 -L- 622+64 to 626+94 LT72" RCP, Roadway Fill: SI-1, SI-2, WAW, WAV0.225 0.0290.1370.003 0.003 2620Structure Stabilization: SI-10.0032538 -L- 640+26 to 640+69 RTDitch: WAX0.006TOTALS*:0.363 0.076 0.000 0.290 0.000 0.09 0.02 436 149 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 160OF 1638/21/2020Cumberland / Harnett CountiesI-5986A / I-5877 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSSubmitted 9/2/2020
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)39-L- 642+88 7'x7' RCBC: SJ-1, SJ-20.025 0.008 1014040-L- 660+20 RT2 @ 30" RCP: WAY0.001 0.00141-L- 667+00 LTDitch: WAZ0.01142 -L- 669+88 - 684+49 LT & RT Bridge: Black River, WAZ *0.385 0.020 0.043 0.207 0.038 0.0027 0.266 1624643 -L- 692+28 - 694+59 RTRoadway Fill: WAZ0.0900.05344-L- 695+05 LTDitch: WAZ0.00645-L- 731+00 LTRoadway Cut: WBB0.01746-L- 735+80 LT2 @ 42" RCP: WBC0.0040.002 0.02847-L- 766+4072" RCP: SK-1, SK-20.063 0.007 1802448-L- 403+25 LTPlug & Fill Exist. 18" RCP: WAG0.002TOTALS*:0.480 0.040 0.044 0.304 0.038 0.09 0.28 297 310 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 161OF 163 - 23 piles per bent8/21/2020 - 20" diameter piles= 2.2sqft permanent surface water impact per pileCumberland / Harnett Counties - Total: 101.2sqft permanent surface water impact (included in the Site 42 number above)I-5986A / I-5877 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTS* Black River bridge bentsNC DEPARTMENT OF TRANSPORTATION - 2 sets of interior bents in the waterDIVISION OF HIGHWAYSSubmitted 9/2/2020
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlandsWetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac)(ac) (ac) (ft) (ft) (ft)49-Y5- 45+24 LT2 @ 8'x8' RCBC Ext: SY-20.00915Bank Stabilization0.029 0.005 50850 -Y5- 51+81 - 56+63 LTRoadway Fill: WCJ0.0110.04351 -Y5- 60+52 - 65+24 LTRoadway Fill: WCI0.1140.10952-Y5- 64+45 RTDitch: WT0.002 0.00653 -Y5RPA- 44+43 - 54+38 LTRoadway Fill: WU0.2670.10854A-Y4- 16+88 LTPipe clean out: WS0.00854B-Y4- 19+00 LTPipe clean out: WS0.00554C-Y4- 21+67 LTPipe clean out: WS0.00555 -Y5C- 12+74 - 17+83 LT & RT Roadway Fill: WCE0.6350.22056 -Y5B- 12+86 - 16+54 LTRoadway Fill: WCE0.0130.065TOTALS*:1.042 0.023 0.000 0.545 0.000 0.04 0.01 65 8 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 162OF 1638/21/2020Cumberland / Harnett CountiesI-5986A / I-5877 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSSubmitted 9/2/2020
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlandsWetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac)(ac) (ac) (ft) (ft) (ft)0.252 0.232 0.024 0.018 0.000 0.015 0.021 51 103 01.127 0.157 0.041 0.432 0.000 0.029 0.001 123 10 04.353 0.040 0.000 0.411 0.000 0.084 0.037 330 113 02.161 0.192 0.221 0.322 0.000 0.174 0.064 435 59 00.363 0.076 0.000 0.290 0.000 0.088 0.017 436 149 00.480 0.040 0.044 0.304 0.038 0.091 0.281 297 310 01.042 0.023 0.000 0.545 0.000 0.037 0.005 658 0GRAND TOTAL FOR PROJECT:9.7830.759 0.330 2.321 0.038 0.517 0.427 1737 752 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 163OF 163TOTALS for 157:TOTALS for 156:WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSTOTALS for 160:TOTALS for 159:NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS for 158:8/21/2020Cumberland / Harnett CountiesI-5986A / I-5877TOTALS for 162:TOTALS for 161:Submitted 9/2/2020
4" PVC Force Main
Elv. 125.37E 2074760.2070
N 499724.5360
TH 2-
1
4" PVC Force Main
Elv. 127.14E 2074
740.2120
N 499612.2720
TH 1-1
8" HDPE Water
Elv. 117.11E 2074650.8710
N 499812.9050
TH 3-1
8" HDPE Water
Elv. 113.97E 207
4589.4170
N 499570.9360TH 4-1
4" PVC Force Main
Elv. 125.37E 2074760.2070
N 499724.5360
TH 2-
1
4" PVC Force Main
Elv. 127.14E 2074
740.2120
N 499612.2720
TH 1-1
8" HDPE Water
Elv. 117.11E 2074650.8710
N 499812.9050
TH 3-1
8" HDPE Water
Elv. 113.97E 207
4589.4170
N 499570.9360TH 4-1
REESE CREEK
PIPE OVERGROWN
INV=142.08’
INV=141.43’
NC GRID
NAD 83 NA 2011
BOLLARDS
BOLLARDS
BOLLARDSBOLLARDS
FFE=149.59’
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
95
SECTION 2
SR 1005
SMITHFIELD RD.
-Y6-
SR 1815
WADE-STEDMAN RD.
-Y7-
ELVA WALLACE RD.
-SR3-
JT MATTHEWS RD.
-Y20-
SR 1813
PERCY STRICKLAND RD.
-Y8-
95
SECTION 2
25
7
2
73
2626 27 28 29 30 31 747
5
32
33 34 35 36 377638
76A
39 40 41 42 41 44 45
GORDON WILLIAMS RD.
-SR5A-
GORDON WILLIAMS RD.
-SR5C-
WILLIAMS RD.
GORDON
-SR5B-
DATE: 8/18/2020
SUBMITTAL NO.: S-113
SECTION 2-TEMPORARY ALIGNMENTS.10U.E.B.
U.E.B.RidgeMelstone
SR1824-Links46223&43296
Access Rd.MingoSwampMingoSwamp Ming
oS
wa
mpAirfieldMilitaryBraggFort
Stevens
Pond
82Creek
Creek CanalMcLeod
Ch.
210
.03.05.32 .542487
217
.20
.4
9210
210
BOLLARDS
BOLLARDS
BOLLARDSBOLLARDS
FFE=149.59’

VICINITY MAP (NTS)
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
10+00
PROJECT LENGTH
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
HYDRAULICS
95
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.048 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.368 MILES
-L- POT STA. 776+00.00
BEGIN TIP PROJECT I-5877
-L- POT STA. 776+03.71
END TIP PROJECT I-5986A
NAD 83/ NA 2011
80SECTION 2 SECTION 3
NC 82
GODWIN-FALCON RD.
-Y9-
GORDON WILLIAMS RD
-SR5-
SR 1806
SHERRILL BAGGETT RD.
-Y10-
SR 1804
RHODES POND ROAD
-Y11-
2. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
NOTES:
LEITHA LN.
-Y21-
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
46 47 7748
7
8
49 50 51
7952 53 54 55 568157
8
2
58 59 60 61 62
25 50 10050
25 50 10050
5 10 20 10
0
0
0
PROFILE (HORIZONTAL)

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_Hyd_UTL_TSH.dgnFkeysCONTRACT:TIP PROJECT:ART
ME
NN ASO H
DEPTOF TRA SPORTTIONTATEOFNRTCARO
LI
NANCDOT CONTACT
PROJECT LENGTH

LETTING DATE:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
DESIGN
ROADWAY
ENGINEER
HYDRAULICSNAD 83/2011PROJECT ENGINEER - DESIGN-BUILD UNIT
47532.3.2
NHP-0095(057)
95
95
301
401
BUS
401
BYP
87
210
24
24
24
95
BUS
401
BUS
210
87
24
401
BYP
87
24 210
295
13
87
24
210
401
401
24
87
210
401
301
401
82
82
82
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
C204283I-5986AI-5986A
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.048 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.368 MILES
FUNC CLASS: INTERSTATE
* (TTST 13% + DUALS 5%)
Michael Penney, PE
AUGUST 20, 2019
2018 STANDARD SPECIFICATIONS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
BEGIN TIP PROJECT
I-5986A
END TIP PROJECT
CUMBERLAND COUNTY
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
4
71
295
NAD 83/ NA 2011
-LNB- POT STA. 12+00.00
-LSB- POT STA. 12+00.00
BEGIN TIP PROJECT I-5986A
-LNB- POT Sta. 129+28.86 (13’ RT)
-L- POT Sta. 79+78.98 =
-LSB- ST Sta. 130+34.61 (13’ LT)
-L- POT Sta. 80+40.84 =
SR 1832
MURPHY RD.
-Y-
I-95 BUS.
-Y1NB-
SR 1831
BAYWOOD RD.
-Y3-US 301
DUNN RD.
-Y14-
NC 295
AIRBORNE & SPECIAL OPERATIONS HIGHWAY
-Y5-
SR 1863
PEMBROKE LANE
-Y4-
95
I-95 BUS
-Y1SB-
US 13
GOLDSBORO RD.
-Y5-
SECTION 1 SECTION 2
SECTION 2 SECTION 3
SECTION 2 SECTION 3
95
95
95
= 75 MPH
= 18% *
= 7%
= 55%
= 73,800
= 56,700
V
T
D
K
ADT 2040
ADT 2018
301
13
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
5 6 7 8
9
63
10 1164
6512 13 14 15 16 17 18 1969
70
20
21 22
23 24 25686766HARNETT CO
.CUMBERLAND
CO
.Michael T. Merritt, PE
Anthony A. Houser, PE
See Sheets 1C-1 Thru 1C-8, 1C-22 Thru 1C-25, 1C-28 For Survey Control Sheets
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
2. DESIGN EXCEPTION FOR HORIZONTAL CLEARANCE -L- STA. 201+50.00 TO 208+50.00
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTES
PROP. SIGN
PROP. SIGN
SR 1861
POVERTY FLATS ROAD
NHP-0095(057)
47532.2.2
PE, UTIL., CONST.
R/ W
OFFSITE DETOUR
DATE: 07/28/2020
SUBMITTAL NO.: S-048R1
SECTION 1 - BILLBOARD DATA
I-95 BUS.
-Y1NB-
ENGLISHWETLAND AND SURFACE WATER IMPACTS
SHEET 1 OF 18
UTILITY PERMIT DRAWING
POSSIBLE JUNCTION BOX
BARRELS2 8’H x 8’W
SITE 28
SITE 30
SITE 21
SITE 22
SITE 16
SITE 47
Submitted 9/2/2020
48" WW & 1SBW
WOODSWOODSWOODSMTL
MT
L
MTLM
TLMTL
BST
BST
48" WW & 1 SBW
48" WW & 1 SBW 48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
SO
IL
SOIL
1 S F D
S
SOIL
SOIL
SOIL
WOODS
WOODS WOODS
WOODS
WOODS WOODSWOODSMTLMT
L MTLWOODS
48" WW & 1 SBW
MTL MTL MTL MTL
MTL
MTL
MTL
1 SBKDCONC WOODS
WOODS
MTL
MTL
MTL
MTL
WOODS
WOODS
BILLBOARD
RI
P RAPI-95 SBL 47’ BST
I-95 SBL 47’ BST
I-95 SBL 47’ BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
SR
186
3 PEMBROKE LN VAR BSTSR 1863

PEMBROKE LN

VAR BSTSR 1861 POVERTY FLATS RD VAR BSTSR 1861 POVERTY FLATS RD 20’ BST
SR 1861 POVERTY FLATS RD VAR BST
36
" C&G36" C&G3
6" C&G30" C&G
36" C&G
I-95 ON RAMP VAR BST
42" C
&G
12’ BST
9’ BST
9’ BST
12.5’ BST
5’ BST
9’ BST
EIP
EIP
EIP
EIPR/W MON R/W MONR/W MON
N 4047’19" E
166.04’N 4913’45" WN 6432’15" WN 6306’18" W1324.81’S 6353’48" E2029.54’
N 2038’36" E
93.45’N
6
9
5
8
’
5
1" W2
6
1
.
2
4
’N 6439’55" W206.28’N 6441’21" WS
7
1
47
’
1
4
" E2
9
9
.
3
0
’
1 SBW
48" WW &
48" WW & 1 SBW
48" WW & 1 SBW
S 6336’05" E222.88’
N 3623’41" E
459.39’209.50 TO R/W205.98’ TO EI
P257.69’ TO R/W257.26’ TO EI
P248.29’ TO R/W248.07’ TO EIPEXI
STI
NG R/
W
T
T
T
VA
LVE
FORC
EMA
IN
VALVE
FORCEMAIN
OPTIC TEST STATION
TELEPHONE FIBER
8"
8"
8"8"8"
8"8"4"
4"
4"4"4"4"4"4"4"4"FOFOFOFOFO
F
OFOFOT
MTL18" RCP18" RCP24" RCP INV=125.91’INV=126.47’15" CMPCB
CONC
CONC
CONC
DI
DI
CBCB15" CMP15" CMP18" RCP15" CMP15" R
CP
CB
CBCBCBCBCB15" RCP18" RCP18" RCP18" CMP DI
CB
CB
CB
42" RCP
18
" CMP
DI
30" RCP
30" RCP
42" RCP
CONCC
O
N
C
D
E
C
K
C
O
N
C
D
E
C
K
POND
POND
POND
PONDResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WN
CAT-1
B-77
40+00
180+00
35+00
30+00
25+00
190+00
10+00
195+00
15+00-L-
B-77
185+00175+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
B-77
BEGIN WW FENCEB-
7
7
B-
7
7
P
E
MBROKE
L
N.
2
5
+
0
0
30+00
35+00GREU TL-3
END WW FENCE
PROP
. WOV
EN
W
IRE
FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING FENCE
RETAIN EXISTING SBG
BEGIN WW FENCE
END GLARE SCREEN
BEGIN GLARE SCREEN
RETAI
N EXI
STI
NG SBGRETAI
N EXI
STI
NG SBGRETAI
N EXI
STI
NG SBGRET
AI
N E
XISTI
N
G SB
G-Y4-140’;;
;
;
;
;
;;
CHORD
100.00’, 115.00’ RT
-Y5RPC-+50.00100’78.56’, 110.00’ LT
-Y4- +00.00
78.47’, 110.00’ LT
-Y4A- +50.00
+85.00
140.00’, 165.00’ LT
C
C
F
C
F
F
C
F
C
F
C
F
F
F
F
C
F
C
F
F
F
F
C
F
F
F
C
C
C
C
F
8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh19.dgnFkeysHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA. 171+00.00 SEE SHEET 18MATCHLINE -L- STA. 198+50.00 SEE SHEET 2019
MATCHLINE -Y4- 21+00.00 SEE SHEET 69
SEE SHEET 70MATCHLINE -Y4- STA. 39+00.00MA
T
C
H
LI
N
E -
Y5
RP
B- 2
2
+0
0.0
0 S
E
E S
H
E
E
T 68
NAD 83/ NA 2011
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
(SR 1933)
PEMBROKE LANE
I-5986
PLANS
GRAPHIC SCALESEE SHEET 20-Y5RPC- STA. 16+50.00MATCHLINEREVISIONS
FOR -Y5RPC- PROFILE SEE SHTS. 166
FOR -Y5RPB- PROFILE SEE SHTS. 164 THRU 165
FOR -Y4- PROFILE SEE SHTS. 150 THRU 151
FOR -LRT SEC1- PROFILE SEE SHTS. 98 THRU 100
FOR -LLT SEC1- PROFILE SEE SHTS. 98 THRU 100
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
SITE 16
PEDESTAL
CENTURYLINK
PROPOSED
T
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
TO REMAIN
TELECOMMUNICATIONS
CENTURYLINK
EXISTING UNDERGROUND
B
C
ENGLISH
0
SCALE FOR INSET
50 50 100
0
SCALE
100 50 100 200
HC HC
CLEARING
DENOTES HAND
SHEET 2 OF 18
UTILITY PERMIT DRAWING
SEE INSET A
INSET A
2GIB-WSF
2GIB-WSF2GIB-WSF
2GIB-WSF
P
P
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI 15" RCP-IV
W/14 SY GEOFAB
5 TONS CL B RIPRAP
REMOVE DI
P
P
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSF
2GIB-WSF
2GIB-WSF
15" RCP-IV 2GIB-WSF
2GIA-WSF 2GIB-WSF
HW
SEE DETAIL O
SP. LAT. 7’ BASE DITCH
SEE DETAIL V
SP. CUT 7’ BASE DITCH
P
W/ FLOWABLE FILL
PLUG & FILL
P
P
P
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI
RETAIN
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
TRENCHLESS INSTALLATION 54" WELDED STEEL (NOT BURIED)
W/62 SY GEOFAB
33 TONS CL I RIPRAP
RETAIN
HW
RET
AIN
RETAINSEE DETAIL B
SPECIAL CUT DITCH 24" RCP-IVRETAINRETAINRETAINRETAI
NSYSTEMRETAINSYSTEMRETAINSYSTEMRETAI
NRETAIN2GIA-WSF
48" WELDED STEEL TRENCHLESS INSTALLATION TB JB w/MH
RETAIN
RETAIN
Adj. CB
RETAIN CB RETAI
N
S
YS
T
EMRETAIN
SYSTEMRETAIN
48" WELDED STEEL TRENCHLESS INSTALLATION OUT
CLEAN
PIPE 48" RC
P-III48" RC
P-III
SEE DETAIL T
STANDARD V DITCH W/39 SY GEOFAB
20 TONS CL I RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
15" RCP-IV
18" RCP-IV
24" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV
24" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
Submitted 9/2/2020
48" WW & 1SBW
WOODSWOODSWOODSMTL
MT
L
MTLM
TLMTL
BST
BST
48" WW & 1 SBW
48" WW & 1 SBW 48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
SO
IL
SOIL
1 S F D
S
SOIL
SOIL
SOIL
WOODS
WOODS WOODS
WOODS
WOODS WOODSWOODSMTLMT
L MTLWOODS
48" WW & 1 SBW
MTL MTL MTL MTL
MTL
MTL
MTL
1 SBKDCONC WOODS
WOODS
MTL
MTL
MTL
MTL
WOODS
WOODS
BILLBOARD
RI
P RAPI-95 SBL 47’ BST
I-95 SBL 47’ BST
I-95 SBL 47’ BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
SR
186
3 PEMBROKE LN VAR BSTSR 1863

PEMBROKE LN

VAR BSTSR 1861 POVERTY FLATS RD VAR BSTSR 1861 POVERTY FLATS RD 20’ BST
SR 1861 POVERTY FLATS RD VAR BST
36
" C&G36" C&G36
" C&G30" C&G
36" C&G
I-95 ON RAMP VAR BST
42" C
&G
12’ BST
9’ BST
9’ BST
12.5’ BST
5’ BST
9’ BST
EIP
EIP
EIP
EIPR/W MON R/W MONR/W MON
N 4047’19" E
166.04’N 4913’45" WN 6432’15" WN 6306’18" W1324.81’S 6353’48" E2029.54’
N 2038’36" E
93.45’N
6
9
5
8
’
5
1
" W2
6
1
.
2
4
’N 6439’55" W206.28’N 6441’21" WS
7
1
4
7
’
14
" E2
9
9
.
3
0
’
1 SBW
48" WW &
48" WW & 1 SBW
48" WW & 1 SBW
S 6336’05" E222.88’
N 3623’41" E
459.39’209.50 TO R/W205.98’ TO EI
P257.69’ TO R/W257.26’ TO EI
P248.29’ TO R/W248.07’ TO EIPEXI
STI
NG R/
W
T
T
T
VA
LVE
FORCEMA
IN
VALVE
FORCEMAIN
OPTIC TEST STATION
TELEPHONE FIBER
8"
8"
8"8"8"
8"8"4"
4"
4"4"4"4"4"4"4"4"FOFOFOFOFO
F
OFOFOT
MTL18" RCP18" RCP24" RCP INV=125.91’INV=126.47’15" CMPCB
CONC
CONC
CONC
DI
DI
CBCB15" CMP15" CMP18" RCP15" CMP15" R
CP
CB
CBCBCBCBCB15" RCP18" RCP18" RCP18" CMP DI
CB
CB
CB
42" RCP
18
" CMP
DI
30" RCP
30" RCP
42" RCP
CONCC
O
N
C
D
E
C
K
C
O
N
C
D
E
C
K
1301
3
0 130130
130
130130130130130130 130
130 130 130 130 130
130 130
13013013013013013
0
13
0
130130 130130130130130130130130130130
130130130130130130
130
130130130130130 130130
130
130
130130130130130130130130130130
130
130
130
130
130
130130
130
130130
13013013
0 130130
130 14014014
0
140
140
140
140
140140140140
140140
140
14
0140140140140
14
0 140140140140140150150150150
150
150
150150150150
15
01501501
5
0150 1601
6
0
16
0
160
160 160160160 160 170170
1
7
0
126.0126
.0
126.0126.0
12
8.0
122.0124.0124.0124.0126.0
126.012 6 .01
2
6
.0 126.0126.0126.0126.0126.0126.0126.0
12
6.0126.0126.0126.0 126.0126.0
126.0126.0126.0126.0126.012
6.0
12
6.0
126.0126.0126.0126.0126.0126.0
126.0126.0126.0126.0126.0126.0
126.0126.0
126.0
126.0
12
6.0 126.012
8.0
128.0128.0
128.0128.0128.0128.0 128.0128.0
128.0128.0128.0128.0128.0128.0128.0128.0
128.0 128.0128.0128.0
128.0
128.0
12
8.0 128.0128.0128.0128
.0
128.0
128.0
128.0128.0 128.0128.0128.012
8.0128.0128.0
128.0
128.01
2
8.
0
128.0128.0128.0128.0
1
2
8.0
128.0128.01
2
8
.0
128.0
128.0
1
2
8.0128.0128.0 128.0128.0128.0
128.012
8.0 128.0128.0
1
28
.
0
128.0128.0128.0128.012
8.0
12
8.0
12
8.0
128.0
128.0128.0128.0128.01
2
8
.0
128.0
1
2
8.0
128.0
12
8.0 128.0128.0
128.0
128.0
128.0128.0
128.0
12
8.0128.0128.0128.0128.0128.0128.0128.0
128.0128.012
8.0
128.0128.0128.0 128.0128.0128.0128.0128.0128.0128.0128.0128.0128.012 8 .0128.0128.0
128.0128.012
8.0128.0128.0128.0128.0
128.012
8.0
128.0128.0128.0
128.0
12
8.0
128.0
128.0128.0
128.0128.0128.0128.0
128.0128.0128.0
128.0
12
8.0
132.0132.0132.0132.0
132.0
132.0 132.0132.0
132.0
132.0
132.0132.0
132.0132.0132.0132.0
132.0132.0
132.0 132.0132.0132.0132.0132.0132.0132.0
132.0
132.0132.0 132.0132.0132.0
13
2.013
2.0
132.013
2.0
132.0132.0132.0132.0
13
2.0
132.0
13
2.0
134.0
134.0134.0134.0
134.013
4.0
134.0134.0
134.0
134.0
134.0134.0134.0134.0
134.0134.0134.0
136.0136.0136.0
136.0
1
36
.
0
136.0136.0136.0
136.0136.0136.0138.0138.0138.0
138.0138.0138.013
8
.0138.0
138.0138.0138.0142.0
142.0
1
4
2.0 142.0142.0142.0142.0142.0142.0
14
2.0144.0
144.0
144.0144.0144.0144.0
144.0146.0146.0
146.0
146.0146.0146.0 148.0148.0148.0
148.0148.0148.01
4
8.0
152.0152.0152.0152.0152.0152.0152.0154.0154.0154.0
154.0
154.015
6.
0
156.0
156.0
156.01
58
.
0
158.0
158.0158.0
158.0
162.0
162.0162.0
162.0 164.0164.0164.0166.0
166.0166.0168.0
168.0
172.0
POND
POND
POND
PONDResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WN
CAT-1
B-77
40+00
180+00
35+00
30+00
25+00
190+00
10+00
195+00
15+00-L-
B-77
185+00175+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
B-77
BEGIN WW FENCEB-
7
7
B-
7
7
P
E
MBROKE
L
N.
2
5
+
0
0
30+00
35+00GREU TL-3
END WW FENCE
PROP
. WOV
EN
W
IRE
FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING FENCE
RETAIN EXISTING SBG
BEGIN WW FENCE
END GLARE SCREEN
BEGIN GLARE SCREEN
RETAI
N EXI
STI
NG SBGRETAI
N EXI
STI
NG SBGRETAI
N EXI
STI
NG SBGRET
AI
N E
XISTI
NG SB
G-Y4-140’;;
;
;
;
;
;;
CHORD
100.00’, 115.00’ RT
-Y5RPC-+50.00100’78.56’, 110.00’ LT
-Y4- +00.00
78.47’, 110.00’ LT
-Y4A- +50.00
+85.00
140.00’, 165.00’ LT
C
C
F
C
F
F
C
F
C
F
C
F
F
F
F
C
F
C
F
F
F
F
C
F
F
F
C
C
C
C
F
8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh19_con.dgnFkeysHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA. 171+00.00 SEE SHEET 18MATCHLINE -L- STA. 198+50.00 SEE SHEET 2019
MATCHLINE -Y4- 21+00.00 SEE SHEET 69
SEE SHEET 70MATCHLINE -Y4- STA. 39+00.00MA
T
C
H
LI
N
E -
Y5
RP
B- 2
2
+0
0.0
0 S
E
E S
H
E
E
T 6
8
NAD 83/ NA 2011
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
(SR 1933)
PEMBROKE LANE
I-5986
PLANS
GRAPHIC SCALESEE SHEET 20-Y5RPC- STA. 16+50.00MATCHLINEREVISIONS
FOR -Y5RPC- PROFILE SEE SHTS. 166
FOR -Y5RPB- PROFILE SEE SHTS. 164 THRU 165
FOR -Y4- PROFILE SEE SHTS. 150 THRU 151
FOR -LRT SEC1- PROFILE SEE SHTS. 98 THRU 100
FOR -LLT SEC1- PROFILE SEE SHTS. 98 THRU 100
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
SITE 16
PEDESTAL
CENTURYLINK
PROPOSED
T
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
TO REMAIN
TELECOMMUNICATIONS
CENTURYLINK
EXISTING UNDERGROUND
B
C
ENGLISH
0
SCALE FOR INSET
50 50 100
0
SCALE
100 50 100 200
HC HC
CLEARING
DENOTES HAND
SHEET 3 OF 18
UTILITY PERMIT DRAWING
SEE INSET A
INSET A
2GIB-WSF
2GIB-WSF2GIB-WSF
2GIB-WSF
P
P
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI 15" RCP-IV
W/14 SY GEOFAB
5 TONS CL B RIPRAP
REMOVE DI
P
P
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSF
2GIB-WSF
2GIB-WSF
15" RCP-IV 2GIB-WSF
2GIA-WSF 2GIB-WSF
HW
SEE DETAIL O
SP. LAT. 7’ BASE DITCH
SEE DETAIL V
SP. CUT 7’ BASE DITCH
P
W/ FLOWABLE FILL
PLUG & FILL
P
P
P
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI
RETAIN
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
TRENCHLESS INSTALLATION 54" WELDED STEEL (NOT BURIED)
W/62 SY GEOFAB
33 TONS CL I RIPRAP
RETAIN
HW
RET
AIN
RETAINSEE DETAIL B
SPECIAL CUT DITCH 24" RCP-IVRETAINRETAINRETAINRETAI
NSYSTEMRETAINSYSTEMRETAINSYSTEMRETAI
NRETAIN2GIA-WSF
48" WELDED STEEL TRENCHLESS INSTALLATION TB JB w/MH
RETAIN
RE
T
AIN
Adj. CB
RETAIN CB RETAI
N
S
YS
T
E
MRETAIN
SYSTEMRETAIN
48" WELDED STEEL TRENCHLESS INSTALLATION OUT
CLEAN
PIPE 48" RC
P-III48" RC
P-I
IISEE DETAIL T
STANDARD V DITCH W/39 SY GEOFAB
20 TONS CL I RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
15" RCP-IV
18" RCP-IV
24" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV
24" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
Submitted 9/2/2020
WOODS48" WW & 1S
B
W48" WW & 1SBWMTL MTL
WO
O
DS
WOODS
MTL
MTL MTL
WOODS WOODS
WOODS
S48" WW & 1SBW
MTL
MTL
MTL MTL
48" WW & 1SBW
BSTMTLMT
LMT
L
M
TLWOODS
48" WW & 1SBW
MTL
WOODS
WOODS
MTL
MTLCAB
L
E
MTLMTL
MT
L
MTLMT
L
WOODS
WOODS
WOODS
48" WW & 1 SBW
I-95 SBL VAR BST
I-95 SBL 47’ BST
I-95 SBL 47’ BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
3
6"
C
&
G
3
6
"
C
&G3
6
"
C
&G
3
6
"
C
&G
3
6
"
C
&G3
6
"
C
&G36" C
&G
36" C&G36" C&G
36" C&G36" C&G36" C&G30" C&G30" C&G
30" C&G30" C&G
36" C&G
36" C&G
36" C&G
I-95 ON RAMP VAR BST
I-95 OFF RAMP VAR BS
T
I-95
ON R
AM
P
VA
R
B
ST
I-
95 OFF RAMP VAR BS
T
C
O
N
C ISL
I-2
9
5 WB
L/
GO
L
D
S
B
O
R
O
R
D VAR
B
S
T
I-
2
9
5
E
B
L/
G
O
L
D
S
B
O
R
O
R
D
V
A
R
B
S
T
IS
L
C
O
N
C
5’ BS
T8’ BST
10’ BST
12’ BST
10.5’ BST
4’ BST
8.5’ BST
4’ BST
9’ BST
10.5’ BST
10’ BST
10’ BST
4’ BST
EIP
S 1949’11" W
296.91’S 5823’01" E87.18’
NCDOT RIGHT OF WAY
DB 9368 PG 365CITY OF EASTOVERCITY OF EASATOVERCITY OF EASTOVER48" WW & 1 SBW
48" WW & 1 SBW
N 3623’41" E
459.39’
S
7
3
5
8
’0
8
"
E
3
7
9
.3
2
’
N 0324’16" W
N 3623’41" E
70.48’
B
M 14
BL-129 BL-130
BL-132
BL-133
BL-134
BY4-192
BY4-193
BY4-194
H
HHH
H
HHH
H
HHHHHPOLE
CA
MERA
S
BL-131
30" RCP30" RCP
24" RCP18" RCP 18
" CMPINV=131.21’15" CMP15" RCP
24" RCP15" CMP18" RCP15" CMP15" CMPCBCB
CB
42" RCP42" RCP
48" R
CP 15" RCP48
" RC
P
18" RCP
15"
R
C
P
15"
R
C
P
36" R
CP
24" R
CP
15" RCP 18" RCP18" RCPUNKNOWN
TERMINUS
15" C MP
15" RCP18" RCP30" RCP48" RCP15" CMP 6" CONC HW
6" CONC HW
18" R
C
P
18" RCP6" CO
NC H
W48" RCP15" C
MP 24" RCP12
7.37
24
" HDPE24" HDPE 24" HDPEPOND
POND
POND
POND
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WW
WW
8:18:18:1
8:1
8:1
8:1PS12’PS12’16’PS4’PS4’16’PS4’300’ TAPER LANE
18’PS4’PS4’18’
8:1
8:1
8:1
.08.07.06.05.04.03.02TYP.
30.00’+41.22.
06
.
0
5
.04
.0
3
TYP.25.00’+58.78.06.05.04.03.02.01.00.01.02.03.04.05TYP
.33
.33’+58.78TYP
.40
.00
’+53.43.05.04.03.02.01.00.01.02.02TY
P.26.67
’+85.17.02.02.02.01.00.01.03.04.05+17.76TYP.40.00’.025.03.04.05.06.07.08TYP.
28.75’+94.03.08.07.06.05.04.03.02TYP.28.75’+61.87.025.03.04.05.06.
0
7
.025.0
8
TYP.25.00’+7
5
.
0
0
.02
.02
.03
.04
.05
.06
.07
.08
TYP.25.00’
+36.80
.08.07.06.05.04.03.025.025TYP.
25.00’+00.00.08
.07.06.05
.04
.03
.02
.01
.00
TYP.25.00’+33.19
.01
.02.01.022
4’
3
6’PS4’
P
S
8’
22’
2
2’2
4’
5.3’
2.7’
3.9’12’
8
:1
16’
14’
PS
4’
12’.02.02.025.025.02.02.025.02.02.02.02.025PS4’12’12’12’PS4’1’-6’’ C
&
G
1’-6’’ C
&
G
1’-
6’’ C&G+20.00 -Y5-
3
6’
2
4’
3
6’
2
4’8:1T
YP.
2
5.0
0’
+02.61
.03
.02
.04
.05
.06
.07
.08
TYP.
25.00’.08.07.06+87.09.05.04.03.02.01.00.01.02.03.04.05.06.07+12.09TYP.
25.00’.08PROP. SIGN
8
:1
8:1
8:1 .025BARRIER -L- Sta. 220+25.00
BEGIN DOUBLE FACED CONCRETE
16’PS4’PS4’16’PS4’PS14’EXIST.PS4’12’12’PS4’2’-6’’ C&G
2’-6’’ C&G
ME
DIA
N T
R
A
N
SITIO
N 22’ T
O
9’ (L
T. SID
E
O
N
L
Y)
.04
.04
.04
4.48’
60’
48’
26’ MEDIAN
48’60’
48’
48’
14’3’
26’ MEDIAN
.04
12’PS.05.06.07.04.03.02PROP. MEDIAN BARRIER
.02.01.00.01.02.03.04.05.06.07.08TYP.20.00’+73.01.08.07.06.05.04.03.02.01.00.01TYP.
20.00’+52.33.022
4
’
2
4’
2
1.2’
2
4
’
2
4’
3
6’
BETWEEN BARRIERS
FILL & CAP AREA
BETWEEN BARRIERS
FILL & CAP AREA
PS12’
PS10’
R=20’
R=20’R=70’R=60’
18’
16’
+83.19 -Y5LPD-
1
0
0
’ TAP
ER
1
8
’ TO
1
6’ LEF
TPS12’PS14’PS12’PS4’16’PS4’PS14’PS12’PS12’PS4’16’PS4’8:1
+00.00 -Y5-
3
0
0’
T
AP
E
R
REMOVE EXISTING FENCE
REMOVE
EXISTING
FENCEPS14’.056.67’
6.96’
6.03’
6.32’
-L- STA. 206+26.26
END CONCRETE BARRIER
END RETAINING WALL
PROP. GUARDRAIL DOUBLE FACED
-L- STA. 205+58.04
END CONCRETE BARRIER
END RETAINING WALL
-L- STA. 203+11.40
BEGIN CONCRETE BARRIER
BEGIN RETAINING WALL
-L- STA. 203+97.45
BEGIN CONCRETE BARRIER
BEGIN RETAINING WALL
-L- STA. 206+26.26
END CONCRETE BARRIER
END RETAINING WALL
-L- STA. 221+07.95
BEGIN RETAINING WALL
-L- STA. 222+27.26
END RETAINING WALL
-Y5RPA- STA. 31+35.29
BEGIN RETAINING WALL
-Y5RPA- STA. 32+62.82
END RETAINING WALL
GREU TL-3G
R
E
U
T
L-3
G
RE
U
TL-3
B-7
7
B-77
B-77GRE
U
T
L-
3B-
7
7
B-
7
7
GREU TL-3
B-77 GREU TL-3
B-77
B-77
CAT-1
GREU TL-3
-Y5RPC- ST Sta. 21+21.22
-Y5RPC- PC Sta. 22+79.68
-Y5RPC- PT Sta. 25+01.68
-Y5RPC- POT Sta. 26+75.95
B-
7
7
-Y5RPC- CS Sta. 18+81.22
-Y5RPD- POT Sta. 10+00.00
-Y5- POC Sta. 103+27.78=
-Y5RPD- PC Sta. 11+03.05
-Y5RPD- CS Sta. 19+73.43
-Y5RPD- SRS Sta. 21+73.43
-Y5SPURA- POT St
a. 25+26.9965+00
60
+
00
20+00
55
+
00
15+00
200+00
20
+00
25+00 50+0040+00
10+00
215+00
210+00
205+00
220+00
225+00
-Y5SPURA-
-
Y
5R
PC
-B-77
GREU TL-
3
-Y5FLY- TS Sta. 58+17.76
-Y5FLY- SC Sta. 60+17.76
-Y5FLY- ST Sta. 51+91.83
-Y5FLY- CS Sta. 50+31.83
-Y5FLY-
B-7
7
B-77
-Y5RPA- ST Sta. 39+34.37
-Y5RPA- CS Sta. 37+04.37=
-Y5RPA- TS Sta. 30+64.03
-Y5LPA- CS Sta. 21+86.80
-Y5LPA- SC Sta. 12+00.00
-Y5LPA- ST Sta. 10+00.00=
-Y5LPD- TS Sta. 10+00.00=
-Y5PLD- SC Sta. 12+00.00
-Y5LPD- ST Sta. 21+83.19
-Y5LPD- CS Sta. 19+83.19
20+00
15+0010+00
4
5
+00
35
+00
30+00
2
5
+
0
0
40
+00
B-77B-77 GREU TL-3CAT-1B-
7
7 ATTENUATORCAT-
1
B-7
7B-
7
7
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-L- POT Sta. 205+34.35 (61 LT)
-Y5LPA- SC Sta. 23+86.80
-L- POT Sta. 224+16.73 (61 RT)
-Y5SPURA- POT Sta. 10+00.00
AB
C D
-Y5RPA- SC Sta. 32+94.03
GREU TL-3
C
AT-1
-Y5LPD- TS Sta. 27+02.61
-Y5LPD- SC Sta. 29+02.61
-Y5LPD- CS Sta. 36+37.09
-Y5LPD- SRS Sta. 38+37.09
-Y5LPD- SC Sta. 40+37.09
40+00
35
+
00
30+00
15+0020+0015+0010+0020+00CAT-1CAT-1B-77
GREU TL-3
-L- POT Sta. 204+66.70=
-Y5- POC Sta. 95+96.36
-Y5LPD- POT Sta. 26+30.98
-Y5LPD- POT Sta. 25+24.04
-L- POT Sta. 221+14.69=
-Y5- POC Sta. 101+73.48=
-Y5FLY- POC Sta. 42+56.90=
-Y5RPA- POC Sta. 31+76.85=PROP. SBGP
ROP.
S
BGPROP. SBG
P
R
O
P.
S
B
G
P
ROP.
S
B
GEND OVERLAY
-Y4- POT Sta. 40+20.00
-Y5- POC Sta. 94+68.27
-Y5C- PC Sta. 20+82.60
-Y5- PCC Sta. 106+09.92
-Y5C- PT Sta. 23+26.97
9
0
+0
0
10
0
+0
0
105+00
-Y5FLY- POC 61+90.04 12’ LT
-Y5RPD- SC Sta. 23+73.43 =
-Y5FLY POC 44+42.15=
-L- POT Sta. 205+54.46
9
0
+0
0
9
5
+
0
0
SKEW ANGLE = 64 55’ 25"
END OVERLAY
BEGIN GRADE
G
R
E
U
T
L-3 CAT-
1
RETAIN EXISTING BARRIER
B-
7
7
P
R
OP. S
BGPROP.
S
BGP
R
O
P.
S
B
G PROP. WOVEN
WI
RE FENCERETAIN EXISTING C/A FENCE
CAT-1
B-77
-Y5LPD- 23+91.92
-Y5LPD- 24+16.04
BEGIN APPROACH SLAB
BEGIN BRIDGE
-Y5LPD- 26+96.19
END APPROACH SLAB
-Y5LPD- 26+72.08
END BRIDGE
B-7
7ATTENUATOR 100’100’100’110’100’CHORD
CHORD
CHORD
CHORD
CHORDCHORD
CHORDC
HOR
D;
;
;
;
;
;
;
;
;
;CHORD100’F
C
F
C
F
F
F
C
F
C C
C
F
C
F
F
C
F
C
C
C
C
F
C
F
F
F
FF
C
F
F
F
C
F
F
F
C
F
F
F
F
F FFFC
F
CCFF
F
F
CC
F
C F
F
F
C
C
C
F
F
F
F
F
F
F
C
F
F
C
C
44+06.77
12+50.00
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F F F
F
F F
F F
F
C
P
ROP.
S
B
G20
3
3
2032
2031
NAD 83/ NA 2011

8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh20.dgnFkeysREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20
MATCHLINE -L- STA. 198+50.00 SEE SHEET 19SEE SHEET 68-Y5RPA- STA. 47+50.00MATCHLINEMATCHLINE -Y5- STA. 90+00.00 SEE SHEET 68
TRAFFIC DIAGRAM
73,800
56,700
PAVEMENT REMOVAL
I-5986A
PLANS
GRAPHIC SCALE
SEE SHEET 70
STA. 105+00.00
MATCHLINE -Y5- STA. 67+00.00 SEE SHEET 21MATCHLINE -Y5FLY-SEE SHEET 68
-Y5FLY- STA. 38+00.00
MATCHLINE
SEE SHEET 19 -Y5RPC- STA.16+50.00MATCHLINESEE SHEET 21MATCHLINE -L- STA. 227+00.00FOR -Y5FLY- PROFILE SEE SHTS. 170 AND 171
FOR -Y5LPD- PROFILE SEE SHTS. 167 AND 168
FOR -Y5RPC- PROFILE SEE SHT. 166
FOR -Y5LPA- PROFILE SEE SHT. 164
FOR -Y5SPURA- PROFILE SEE SHT. 163
FOR -Y5RPD- PROFILE SEE SHTS. 166 AND 167
FOR -Y5RPA- PROFILE SEE SHTS. 161 AND 162
FOR -Y5RT- PROFILE SEE SHTS. 157 AND 158
FOR -Y5LT- PROFILE SEE SHTS. 157 AND 158
FOR -LRT SEC1- PROFILE SEE SHTS. 100 THRU 102
FOR -LLT SEC1- PROFILE SEE SHTS. 100 THRU 102
www.rkk.com
Engineers | Construction Managers | Planners | Scientists FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
CF
R
E
T
AI
N
E
XISTI
NG
C/A F
E
NCE
-Y5RPC- RT FROM 18+81.22 TO 20+41.55
ROW REVISION - 06-05-2020 - PARCEL 28 REVISED SPIRAL TO CHORD ON
FOR PUE AT -Y5RPD- 21+59.00
ROW REVISION - 06-05-2020 - PARCEL 44 REVISED ALIGNMENT REFERENCE
CORRECTLY TO -Y5RPD- 19+73.43, 115.00’ RT
-Y5RPD- 19+27.63, 165.00’ RT TO TIE
ROW REVISION - 06-05-2020 - PARCELS 44 & 49 REVISED ROW LINE FROM
TIE CORRECTLY AT 115.00’ RT
ROW REVISION - 06-05-2020 - ADJUSTED PUE AT -Y5RPC- 17+50.00 RT TO
-L- STA. 201+50.00 TO 208+50.00
DESIGN EXCEPTION FOR HORIZONTAL CLEARANCE
ROW REVISION - 06-17-2020 - PARCEL 29 REMOVED ROW
ABANDONED IN PLACE
TELECOMMUNICATIONS
CENTURYLINK
EXISTING UNDERGROUND
ABANDONED IN PLACE
TELECOMMUNICATIONS
CENTURYLINK
EXISTING UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
PC350 WATERLINE
136 LF OF 8" DI
SITE 21
SITE 22
-Y5RPD- SRS Sta. 21+73.43
CHORD
F
F
PAVEMENT REMOVAL
GRAPHIC SCALE
FOR -Y5FLY- PROFILE SEE SHTS. 170 AND 171
FOR -Y5LPD- PROFILE SEE SHTS. 167 AND 168
FOR -Y5RPC- PROFILE SEE SHT. 166
FOR -Y5LPA- PROFILE SEE SHT. 164
FOR -Y5SPURA- PROFILE SEE SHT. 163
SEE INSET A
SEE INSET C
ENGLISH
0
SCALE FOR INSET
0 400
SCALE
100 100 200
200 200
SHEET 4 OF 18
UTILITY PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
SEE INSET A
INSET A
SEE DETAIL AF
W/ CL B RIPRAP
SP. LAT. 4’ BASE DITCH
2GIA-WSF
REMOVE DI
EXISTING 30"
REMOVE 98’
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSF
2GIA-WSF
2GIA-WSF JB w/MH
2GIA-WSF
CB-E
CB-F
W/5 SY GEOFAB
1 TONS CL B RIPRAP 15" RCP-III GRADE TO DRAIN
DRAIN
GRADE TO
CB-E
15" RCP-III
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL C
SP. LATERAL BASE DITCHW/ FLOWABLE FILLPLUG & FILLW/ FLOWABLE FILLPLUG & FILLREMOVE DI
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
HW
HW
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SYSTEM
REMOVE
15" RCP-IV
2GIB-WSF
W/5 SY GEOFAB
1 TONS CL B RIPRAP
W/21 SY GEOFAB
8 TONS CL B RIPRAP
15" RCP-III
2GIB-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
REMOVE DI
W/ FLOWABLE FILLPLUG & FILLREMOVE DI
W/ FLOWABLE FILLPLUG & FILL2GIB-WSF
W/14 SY GEOFAB
5 TONS CL B RIPRAP
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
W/ FLOWABLE FI
LLPLUG & FI
LLCB-G
CB-E
W/10 SY GEOFAB
3 TONS CL B RIPRAP
SEE DETAIL I
STD. 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2 ELBOWS15" CSP
SY GEOFAB
RIPRAP W/14
5 TONS CL B
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
24" RCP-V
2GIA-WSF
2GIA-WSF
2GIA-WSF
W/21 SY GEOFAB
8 TONS CL B RIPRAP
REMOVE
W/5 SY GEOFAB
1 TONS CL B RIPRAP
2 ELBOWS
15" CSP
2GIB-WSF
2GIB-WSF
15"
R
C
P-III
RCP-III
15"
TO JB w/MH
Conv. DI
2GI
Adj. 2GI
Adj.
2GIB-WSF
2GIB-WSF
COLLAR
& RETAIN
CO
NFIR
M LOCATION
RETAIN
RETAIN
& 15" RCP
REMOVE DI
& 15" RCP
REMOVE DI
2GIB-WSF
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
JB w/MH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL M
W/ CL B RIPRAP
LATERAL V DITCH
HW
GRADE TO DRAIN
18" RCP-IV
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
36" RCP-IV (EQUILIZER PIPE)RE
MO
V
E
4OTCB
HW
W
/ FLOWABLE F
ILL
PLUG
& F
ILL
EX
IST
4
8"REMO
VE 43
’ O
F
HW
FLOWABLE FILLPLUG & FILL W/SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILLPLUG & FILLREMOVE CB
DI
REMOVE W/ FLOWABLE FILLPLUG & FILL W/ FLOWABLE FILLPLUG & FILL42" PIPE
& 22’ EXIST
REMOVE HW
RETA IN
W/7 SY GEOFAB
2 TONS CL B RIPRAP
SEE DETAIL A
SP. LAT. V DITCH
CB
RETAIN
CB
RETAIN RETAIN
REMOVE CB
REMOVEREMOVE DI
REMOVE
REMOVE CB REMOVE
W/ FLOWABLE FILL
PLUG & FILL
REMOVE 115’48" RCP-IVSEE DETAIL W
BASE DITCH
STANDARD 10’
TRENCHLESS INSTALLATION 66" WELDED STEEL (NOT BURIED)
SEE DETAIL C
SP. LAT. 4’ BASE DITCH W/14 SY GEOFAB
5 TONS CL B RIPRAP
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
24" RCP-IVSYSTEM
REMOVE
JB w/MH 30" RCP-IV2GIA-WSF
2GIB-WSF
2GIB-WSF
15" RCP-V 2GID-WSF 2GIB-WSF
W/10 SY GEOFAB
3 TONS CL B RIPRAP
2 ELBOWS15" CSP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
2GIB-WSF24" RCP-IVW/14 SY GEOFAB
5 TONS CL B RIPRAP
SEE DETAIL G
MEDIAN V DITCH
GRADE TO DRAIN SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
RCP-III 15"
2GIB-WSF
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2GIB-WSF
2GIB-WSF
15" RCP-III
2 ELBOWS
15" CSP
W/5 SY GEOFAB
1 TONS CL B RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION 2 ELBOWS15" CSPGRADE TO DRAIN
DI
RETAIN RETAINSYSTEMREMOVESYSTEMREMOVE15
" RCP-III 15" RCP-III 2GIB-WSS
2GIB-WSS
W/7 SY GEOFAB
2 TONS CL B RIPRAP REMOVESEE DETAIL G
MEDIAN V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL W
STD. 4’ BASE DITCH30" RCP-III
TB JB w/MH
REMOVE
24" RCP-IV
SYSTEMREMOVE
2GIB-WSS
15" RCP-III
WSS
2GIA-
REMO
VE
REMOVE
SEE DETAIL T
STD. V DITCH
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI
REMOVE DI
REMO
VE
15" RCP-III
DI
W/7 SY GEOFAB
2 TONS CL B RIPRAP66" RCP-III (NOT BURIED)W/218 SY GEOFAB
120 TONS CL I RIPRAP
W/5 SY GEOFAB
1 TONS CL B RIPRAP2 ELBOWS15" CSP15" RCP-III 18" RCP-III 15" RCP-IV 54" RCP-IV
6
6" RCP-III
RET
AIN
SEE DETAIL F
SP. CUT 4’ BASE DITCH
2GIB-WSF
DETAIL B
DITCH SEE
SP. CUT
48" RCP-III
48
" RC
P-III2GIB-NSF
30" RCP-III30" RCP-III
6
6
" RCP-
I
II
DETAIL W
SEE
BASE DITCH
STD. 10’
1
5
" RCP-
I
I
I
30" RC
P-III30" RCP-III
30" RCP-III
15"
R
C
P-III
W/89 SY GEOFAB
48 TONS CL I RIPRAP
DI
15" R
CP-III
DI 36" RCP-III (EQUILIZER PIPE)2GIA-WSF
15" RCP-IV
15" RCP-IV
24" RCP-IV24" RCP-IV24" RCP-IV
1
5
" RCP-
I
V1
5
" RCP-
I
VRCP-IV
15"
15"
R
C
P-I
V
REMOVE DI
2GIA-WSF
2GIA-WSF
2GIB-WSF36" RCP-IVHW
18" RCP-IV15" RCP-IV
18" RCP-IV
54" RCP-V
TB 2GIA-NSF
54" RCP-V 36" RCP-IV54" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
2GIA-WSF
TB 2GIA-NSF
42" 18" RCP-IV 18" RCP-IV
RC
P
-III30
"
SEE DETAIL SHEET 2G-2
ROCK FILL IN POND
15" RCP-IV
54" RCP-IV
TO 102+02 LT
-Y5- STA 106+22
DITCH CLEANOUT
SEE DETAIL AF
W/ CL B RIPRAP
SP. LAT. 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
Submitted 9/2/2020
WOODS48" WW & 1S
B
W48" WW & 1SBWMTL MTL
WO
O
D
S
WOODS
MTL
MTL MTL
WOODS WOODS
WOODS
S48" WW & 1SBW
MTL
MTL
MTL MTL
48" WW & 1SBW
BSTMTLMT
LMT
L
M
TLWOODS
48" WW & 1SBW
MTL
WOODS
WOODS
MTL
MTLCAB
L
E
MTLMTL
MT
L
MTLMT
L
WOODS
WOODS
WOODS
48" WW & 1 SBW
I-95 SBL VAR BST
I-95 SBL 47’ BST
I-95 SBL 47’ BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
3
6"
C
&
G
36"
C
&G36"
C
&G
3
6
"
C
&G
3
6
"
C
&G3
6
"
C
&G36" C
&G
36" C&G36" C&G
36" C&G36" C&G36" C&G30" C&G30" C&G
30" C&G30" C&G
36" C&G
36" C&G
36" C&G
I-95 ON RAMP VAR BST
I-95 OFF RAMP VAR BS
T
I-95
ON R
AM
P
VA
R
B
ST
I-95 OF
F RAMP VAR BS
T
C
O
N
C ISL
I-
295 WB
L/
GO
L
D
S
B
O
R
O
R
D VAR
B
S
T
I-
2
9
5
E
B
L/
G
O
L
D
S
B
O
R
O
R
D
V
A
R
B
S
T
IS
L
C
O
N
C
5’ BS
T8’ BST
10’ BST
12’ BST
10.5’ BST
4’ BST
8.5’ BST
4’ BST
9’ BST
10.5’ BST
10’ BST
10’ BST
4’ BST
EIP
S 1949’11" W
296.91’S 5823’01" E87.18’
NCDOT RIGHT OF WAY
DB 9368 PG 365CITY OF EASTOVERCITY OF EASATOVERCITY OF EASTOVER48" WW & 1 SBW
48" WW & 1 SBW
N 3623’41" E
459.39’
S
7
3
5
8
’0
8
"
E
3
7
9
.3
2
’
N 0324’16" W
N 3623’41" E
70.48’
B
M 14
BL-129 BL-130
BL-132
BL-133
BL-134
BY4-192
BY4-193
BY4-194
H
HHH
H
HHH
H
HHHHHPOLE
CA
MERA
S
BL-131
30" RCP30" RCP
24" RCP18" RCP 18
" CMPINV=131.21’15" CMP15" RCP
24" RCP15" CMP18" RCP15" CMP15" CMPCBCB
CB
42" RCP42" RCP
48" R
CP 15" RCP48
" RC
P
18" RCP
15"
R
C
P
15"
R
C
P
36" R
CP
24" R
CP
15" RCP 18" RCP18" RCPUNKNOWN
TERMINUS
15" C MP
15" RCP18" RCP30" RCP48" RCP15" CMP 6" CONC HW
6" CONC HW
18" R
CP
18" RCP6" CO
NC H
W48" RCP15" C
MP 24" RCP12
7.37
24
" HDPE24" HDPE 24" HDPE130130130130130130130 130130130130130130
130
13
0 130130
130
130130130130130130130130130
130130
130
130
130130
130130130130130130130130130
130130
130130130130130130 130130
130130130
130
130130130130130130130
130130130130130
130130
130130130
130
130130130
130130 13013013013013013013013013
0
130
130130
13
013013013013013
0
130130130130130130130130130130130130130
140 140
140 140140140
140
140
14
0140140140140140140140140140140140140140140140
140
140
140
140
140
140
140
140140
140140
14
0
140 140140140140
1
4
0140
140140150150150150150150150
150
150150150150150150150
150
150
150
150150 150
150
150150150
150150
150
150150150
150
150 160160160160
160
160
160160160160160160160
160170170170170
170180180190132.0
124.0 124.0124.0126.0126.0
126.0
126.0126.0126.0 126.0128.0128.0128.0128.0128.0128.012
8
.0128.0128.0128.0
128.0
128.0128.0128.0128.0
128.0128.0128.0
128.0128.0128.0
12
8.0
128.0128.0128.0128.0
128.0128.0128.0
128.0128.0128.0
128.0128.0128.0128.0
128.0
128.012
8.0
128.0 128.0128.0
128.0
128.0128.0128.0
128.0 128.0128.0
128.0 128.0128.0128.0128.0
128.01
2
8
.0
12
8.0
12
8.0128.0128.0128.0128.0128.0128.0
128.0128.0128.012
8.0
128.0
132.0
132.0
132.0
132.0 132.0
132.0132.0
132.0132.0132.0132.0132.0132.0132.0132.0
132.0
132.0
132.0
132.0
132.0
132.0132.0132.0132.0132.0132.0132.0132.0
132.0
132.0132.0
132.0132.0 132.0132.0132.0132.0132.0132.0132.0132.0 132.0132.0132.0
132.0132.0132.0
132.0
1
3
2
.0
13
2.0
132.0132.0132.0
13
2.0
132.0132.0132.0132.0
132.0
132.0132.0 132.0132.0132.0
132.0132.0132.0
132.013
2.0
13
2.0
132.0132.0132.0132.0132.0132.0132.0132.0
13
2.0
132.0
132.0132.0132.0132.0132.0132.0132.0132.0
132.0
132.0
132.0
132.0132.0132.013
2.0
134.0
134.0
134.0
134.0134.0134.0134.0134.0134.0
134.0134.0
134.0
134.0134.0134.0134.0
134.0
134.0
134.0 134.0134.0134.0 134.0134.0134.0 134.01
3
4
.0
134.0
134.0
134.0
134.0
134.0
134.0134.0134.0134.0134.0134.0
1
3
4.0 134.0134.0134.0134.0 134.0134.0134.0
134.0134.013
4.0
13
4.0
13
4.0
136.0
136.0
136.0
136.0 136.0136.0
136.0
136.0136.0136.0136.01
3
6.0
136.0136.0136.0
136.0
136.013
6.0
136.0 136.0136.0136.0
136.0136.0136.0136.0136.0
138.0 138.0138.0
138.0
138.0138.0138.0
138.0
138.0138.0138.0138.0138.0138.0138.0
138.0
138.0138.0
138.0142.014
2.0
142.0
142.0
142.0
142.0142.0142.0142.0
142.0
142.0
142.0142.0
142.0
142.0142.0142.0144.0144.0144.0144.0
144.0
144.0
144.0
144.0 144.014
4.0144.014
4.0 144.0144.0
14
4.0 146.0146.0146.0146.0
146.0
146.0
146
.0
146.0146.0146.014
6.0146.0146.0146.0146.0
148.0148.0148.014
8.0148.0148.0148.014
8.0
148.0148.0148.0
148.0
148.0
148.0
148.0152.0152.0152.0
152.0
152
.0
15
2.0
152.0152.0152.0
152.0 154.0154.0154.0154.0154.0154.0154.01
5
4.0
154.0
15
4.0
156.0156.0
156.0
156.0156.0156.0156.0156.0158.0158.0158.0158
.0
1
5
8.0 158.0158.0
158.015
8.0158.0158.0162.0162.0162.0162.0164.0164.0
166.0166.0
166.0
168.0
168
.0
172.0
172.0174.0
174.0
176.0
178.0186.0POND
POND
POND
POND
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WW
WW
8:18:18:1
8:1
8:1
8:1PS12’PS12’16’PS4’PS4’16’PS4’300’ TAPER LANE
18’PS4’PS4’18’
8:1
8:1
8:1
.08.07.06.05.04.03.02TYP.
30.00’+41.22.
06
.
0
5
.04
.0
3
TYP.25.00’+58.78.06.05.04.03.02.01.00.01.02.03.04.05TYP
.33
.33’+58.78TYP
.40
.00
’+53.43.05.04.03.02.01.00.01.02.02TY
P.26.67
’+85.17.02.02.02.01.00.01.03.04.05+17.76TYP.40.00’.025.03.04.05.06.07.08TYP.
28.75’+94.03.08.07.06.05.04.03.02TYP.28.75’+61.87.025.03.04.05.06.
07
.025.0
8
TYP.25.00’+7
5
.
0
0
.02
.02
.03
.04
.05
.06
.07
.08
TYP.25.00’
+36.80
.08.07.06.05.04.03.025.025TYP.
25.00’+00.00.08
.07.06.05
.04
.03
.02
.01
.00
TYP.25.00’+33.19
.01
.02.01.022
4’
36’PS4’
P
S
8’
22’
2
2’2
4’
5.3’
2.7’
3.9’12’
8
:1
16’
14’
PS
4’
12’.02.02.025.025.02.02.025.02.02.02.02.025PS4’12’12’12’PS4’1’-6’’ C
&
G
1’-6’’ C
&
G
1’-
6’’ C&G+20.00 -Y5-
3
6’
2
4’
3
6’
2
4’8:1T
YP.
2
5.0
0’
+02.61
.03
.02
.04
.05
.06
.07
.08
TYP.
25.00’.08.07.06+87.09.05.04.03.02.01.00.01.02.03.04.05.06.07+12.09TYP.
25.00’.08PROP. SIGN
8
:1
8:1
8:1 .025BARRIER -L- Sta. 220+25.00
BEGIN DOUBLE FACED CONCRETE
16’PS4’PS4’16’PS4’PS14’EXIST.PS4’12’12’PS4’2’-6’’ C&G
2’-6’’ C&G
ME
DIA
N T
R
A
N
SITIO
N 2
2’ T
O
9’ (L
T. SID
E
O
N
L
Y)
.04
.04
.04
4.48’
60’
48’
26’ MEDIAN
48’60’
48’
48’
14’3’
26’ MEDIAN
.04
12’PS.05.06.07.04.03.02PROP. MEDIAN BARRIER
.02.01.00.01.02.03.04.05.06.07.08TYP.20.00’+73.01.08.07.06.05.04.03.02.01.00.01TYP.
20.00’+52.33.022
4
’
2
4
’
2
1.2’
2
4
’
2
4
’
3
6’
BETWEEN BARRIERS
FILL & CAP AREA
BETWEEN BARRIERS
FILL & CAP AREA
PS12’
PS10’
R=20’
R=20’R=70’R=60’
18’
16’
+83.19 -Y5LPD-
1
0
0
’ TAP
ER
1
8
’ TO
1
6
’ LEF
TPS12’PS14’PS12’PS4’16’PS4’PS14’PS12’PS12’PS4’16’PS4’8:1
+00.00 -Y5-
3
0
0’
T
AP
E
R
REMOVE EXISTING FENCE
REMOVE
EXISTING
FENCEPS14’.056.67’
6.96’
6.03’
6.32’
-L- STA. 206+26.26
END CONCRETE BARRIER
END RETAINING WALL
PROP. GUARDRAIL DOUBLE FACED
-L- STA. 205+58.04
END CONCRETE BARRIER
END RETAINING WALL
-L- STA. 203+11.40
BEGIN CONCRETE BARRIER
BEGIN RETAINING WALL
-L- STA. 203+97.45
BEGIN CONCRETE BARRIER
BEGIN RETAINING WALL
-L- STA. 206+26.26
END CONCRETE BARRIER
END RETAINING WALL
-L- STA. 221+07.95
BEGIN RETAINING WALL
-L- STA. 222+27.26
END RETAINING WALL
-Y5RPA- STA. 31+35.29
BEGIN RETAINING WALL
-Y5RPA- STA. 32+62.82
END RETAINING WALL
GREU TL-3G
R
E
U
T
L-3
G
RE
U
T
L-3
B-7
7
B-77
B-77GRE
U
T
L-
3B-
7
7
B-
7
7
GREU TL-3
B-77 GREU TL-3
B-77
B-77
CAT-1
GREU TL-3
-Y5RPC- ST Sta. 21+21.22
-Y5RPC- PC Sta. 22+79.68
-Y5RPC- PT Sta. 25+01.68
-Y5RPC- POT Sta. 26+75.95
B-
7
7
-Y5RPC- CS Sta. 18+81.22
-Y5RPD- POT Sta. 10+00.00
-Y5- POC Sta. 103+27.78=
-Y5RPD- PC Sta. 11+03.05
-Y5RPD- CS Sta. 19+73.43
-Y5RPD- SRS Sta. 21+73.43
-Y5SPURA- POT St
a.
25+26.9965+00
60
+
00
20+00
55
+
0
015+00
200+00
20
+00
25+00 50+0040+00
10+00
215+00
210+00
205+00
220+00
225+00
-Y5SPURA-
-
Y
5R
PC
-B-77
GREU TL-
3
-Y5FLY- TS Sta. 58+17.76
-Y5FLY- SC Sta. 60+17.76
-Y5FLY- ST Sta. 51+91.83
-Y5FLY- CS Sta. 50+31.83
-Y5FLY-
B-7
7
B-77
-Y5RPA- ST Sta. 39+34.37
-Y5RPA- CS Sta. 37+04.37=
-Y5RPA- TS Sta. 30+64.03
-Y5LPA- CS Sta. 21+86.80
-Y5LPA- SC Sta. 12+00.00
-Y5LPA- ST Sta. 10+00.00=
-Y5LPD- TS Sta. 10+00.00=
-Y5PLD- SC Sta. 12+00.00
-Y5LPD- ST Sta. 21+83.19
-Y5LPD- CS Sta. 19+83.19
20+00
15+0010+00
45
+0
0
35
+00
30+00
2
5
+
0
0
40
+00
B-77B-77 GREU TL-3CAT-1B-
7
7 ATTENUATORCAT-
1
B-7
7B-
7
7
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-L- POT Sta. 205+34.35 (61 LT)
-Y5LPA- SC Sta. 23+86.80
-L- POT Sta. 224+16.73 (61 RT)
-Y5SPURA- POT Sta. 10+00.00
AB
C D
-Y5RPA- SC Sta. 32+94.03
GREU TL-3
C
AT-1
-Y5LPD- TS Sta. 27+02.61
-Y5LPD- SC Sta. 29+02.61
-Y5LPD- CS Sta. 36+37.09
-Y5LPD- SRS Sta. 38+37.09
-Y5LPD- SC Sta. 40+37.09
40+00
35
+
00
30+00
15+0020+0015+0010+0020+00CAT-1CAT-1B-77
GREU TL-3
-L- POT Sta. 204+66.70=
-Y5- POC Sta. 95+96.36
-Y5LPD- POT Sta. 26+30.98
-Y5LPD- POT Sta. 25+24.04
-L- POT Sta. 221+14.69=
-Y5- POC Sta. 101+73.48=
-Y5FLY- POC Sta. 42+56.90=
-Y5RPA- POC Sta. 31+76.85=PROP. SBGP
ROP. S
BGPROP. SBG
P
R
O
P.
S
B
G
P
ROP.
S
B
GEND OVERLAY
-Y4- POT Sta. 40+20.00
-Y5- POC Sta. 94+68.27
-Y5C- PC Sta. 20+82.60
-Y5- PCC Sta. 106+09.92
-Y5C- PT Sta. 23+26.97
9
0
+0
0
10
0
+0
0
105+00
-Y5FLY- POC 61+90.04 12’ LT
-Y5RPD- SC Sta. 23+73.43 =
-Y5FLY POC 44+42.15=
-L- POT Sta. 205+54.46
9
0
+0
0
9
5
+
0
0
SKEW ANGLE = 64 55’ 25"
END OVERLAY
BEGIN GRADE
G
R
E
U
T
L-3 CAT-
1
RETAIN EXISTING BARRIER
B-
7
7
P
R
OP.
S
BGPROP.
S
BGP
R
O
P.
S
B
G PROP. WOVEN
WI
RE FENCERETAIN EXISTING C/A FENCE
CAT-1
B-77
-Y5LPD- 23+91.92
-Y5LPD- 24+16.04
BEGIN APPROACH SLAB
BEGIN BRIDGE
-Y5LPD- 26+96.19
END APPROACH SLAB
-Y5LPD- 26+72.08
END BRIDGE
B-7
7ATTENUATOR 100’100’100’110’100’CHORD
CHORD
CHORD
CHORD
CHORDCHORD
CHORDC
HOR
D;
;
;
;
;
;
;
;
;
;CHORD100’F
C
F
C
F
F
F
C
F
C C
C
F
C
F
F
C
F
C
C
C
C
F
C
F
F
F
FF
C
F
F
F
C
F
F
F
C
F
F
F
F
F FFFC
F
CCFF
F
F
CC
F
C F
F
F
C
C
C
F
F
F
F
F
F
F
C
F
F
C
C
44+06.77
12+50.00
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F F F
F
F F
F F
F
C
P
ROP.
S
B
G2033
2032
2031
NAD 83/ NA 2011

8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh20_con.dgnFkeysREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20
MATCHLINE -L- STA. 198+50.00 SEE SHEET 19SEE SHEET 68-Y5RPA- STA. 47+50.00MATCHLINEMATCHLINE -Y5- STA. 90+00.00 SEE SHEET 68
TRAFFIC DIAGRAM
73,800
56,700
PAVEMENT REMOVAL
I-5986A
PLANS
GRAPHIC SCALE
SEE SHEET 70
STA. 105+00.00
MATCHLINE -Y5- STA. 67+00.00 SEE SHEET 21MATCHLINE -Y5FLY-SEE SHEET 68
-Y5FLY- STA. 38+00.00
MATCHLINE
SEE SHEET 19 -Y5RPC- STA.16+50.00MATCHLINESEE SHEET 21MATCHLINE -L- STA. 227+00.00FOR -Y5FLY- PROFILE SEE SHTS. 170 AND 171
FOR -Y5LPD- PROFILE SEE SHTS. 167 AND 168
FOR -Y5RPC- PROFILE SEE SHT. 166
FOR -Y5LPA- PROFILE SEE SHT. 164
FOR -Y5SPURA- PROFILE SEE SHT. 163
FOR -Y5RPD- PROFILE SEE SHTS. 166 AND 167
FOR -Y5RPA- PROFILE SEE SHTS. 161 AND 162
FOR -Y5RT- PROFILE SEE SHTS. 157 AND 158
FOR -Y5LT- PROFILE SEE SHTS. 157 AND 158
FOR -LRT SEC1- PROFILE SEE SHTS. 100 THRU 102
FOR -LLT SEC1- PROFILE SEE SHTS. 100 THRU 102
www.rkk.com
Engineers | Construction Managers | Planners | Scientists FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
CF
R
E
T
AI
N
E
XISTI
NG
C/A F
E
NCE
-Y5RPC- RT FROM 18+81.22 TO 20+41.55
ROW REVISION - 06-05-2020 - PARCEL 28 REVISED SPIRAL TO CHORD ON
FOR PUE AT -Y5RPD- 21+59.00
ROW REVISION - 06-05-2020 - PARCEL 44 REVISED ALIGNMENT REFERENCE
CORRECTLY TO -Y5RPD- 19+73.43, 115.00’ RT
-Y5RPD- 19+27.63, 165.00’ RT TO TIE
ROW REVISION - 06-05-2020 - PARCELS 44 & 49 REVISED ROW LINE FROM
TIE CORRECTLY AT 115.00’ RT
ROW REVISION - 06-05-2020 - ADJUSTED PUE AT -Y5RPC- 17+50.00 RT TO
-L- STA. 201+50.00 TO 208+50.00
DESIGN EXCEPTION FOR HORIZONTAL CLEARANCE
ROW REVISION - 06-17-2020 - PARCEL 29 REMOVED ROW
ABANDONED IN PLACE
TELECOMMUNICATIONS
CENTURYLINK
EXISTING UNDERGROUND
ABANDONED IN PLACE
TELECOMMUNICATIONS
CENTURYLINK
EXISTING UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
PC350 WATERLINE
136 LF OF 8" DI
SITE 21
SITE 22
-Y5RPD- SRS Sta. 21+73.43
CHORD
F
F
PAVEMENT REMOVAL
GRAPHIC SCALE
FOR -Y5FLY- PROFILE SEE SHTS. 170 AND 171
FOR -Y5LPD- PROFILE SEE SHTS. 167 AND 168
FOR -Y5RPC- PROFILE SEE SHT. 166
FOR -Y5LPA- PROFILE SEE SHT. 164
FOR -Y5SPURA- PROFILE SEE SHT. 163
SEE INSET A
SEE INSET C
ENGLISH
0
SCALE FOR INSET
0 400
SCALE
100 100 200
200 200
SHEET 5 OF 18
UTILITY PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
SEE INSET A
INSET A
SEE DETAIL AF
W/ CL B RIPRAP
SP. LAT. 4’ BASE DITCH
2GIA-WSF
REMOVE DI
EXISTING 30"
REMOVE 98’
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSF
2GIA-WSF
2GIA-WSF JB w/MH
2GIA-WSF
CB-E
CB-F
W/5 SY GEOFAB
1 TONS CL B RIPRAP 15" RCP-III GRADE TO DRAIN
DRAIN
GRADE TO
CB-E
15" RCP-III
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL C
SP. LATERAL BASE DITCHW/ FLOWABLE FILLPLUG & FILLW/ FLOWABLE FILLPLUG & FILLREMOVE DI
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
HW
HW
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SYSTEM
REMOVE
15" RCP-IV
2GIB-WSF
W/5 SY GEOFAB
1 TONS CL B RIPRAP
W/21 SY GEOFAB
8 TONS CL B RIPRAP
15" RCP-III
2GIB-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
REMOVE DI
W/ FLOWABLE FILLPLUG & FILLREMOVE DI
W/ FLOWABLE FILLPLUG & FILL2GIB-WSF
W/14 SY GEOFAB
5 TONS CL B RIPRAP
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
W/ FLOWABLE FI
LLPLUG & FI
LLCB-G
CB-E
W/10 SY GEOFAB
3 TONS CL B RIPRAP
SEE DETAIL I
STD. 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2 ELBOWS15" CSP
SY GEOFAB
RIPRAP W/14
5 TONS CL B
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
24" RCP-V
2GIA-WSF
2GIA-WSF
2GIA-WSF
W/21 SY GEOFAB
8 TONS CL B RIPRAP
REMOVE
W/5 SY GEOFAB
1 TONS CL B RIPRAP
2 ELBOWS
15" CSP
2GIB-WSF
2GIB-WSF
15"
R
C
P-II
I
RCP-III
15"
TO JB w/MH
Conv. DI
2GI
Adj. 2GI
Adj.
2GIB-WSF
2GIB-WSF
COLLAR
& RET
AIN
CO
NFIR
M LOCATION
RETAIN
RETAIN
& 15" RCP
REMOVE DI
& 15" RCP
REMOVE DI
2GIB-WSF
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
JB w/MH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL M
W/ CL B RIPRAP
LATERAL V DITCH
HW
GRADE TO DRAIN
18" RCP-IV
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
36" RCP-IV (EQUILIZER PIPE)RE
MO
V
E
4OTCB
HW
W
/ FLOWABLE
F
ILL
PLUG
& F
ILL
EX
IST
48
"REMOV
E 43’ O
F
HW
FLOWABLE FILLPLUG & FILL W/SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILLPLUG & FILLREMOVE CB
DI
REMOVE W/ FLOWABLE FILLPLUG & FILL W/ FLOWABLE FILLPLUG & FILL42" PIPE
& 22’ EXIST
REMOVE HW
RETA IN
W/7 SY GEOFAB
2 TONS CL B RIPRAP
SEE DETAIL A
SP. LAT. V DITCH
CB
RETAIN
CB
RETAIN RETAIN
REMOVE CB
REMOVEREMOVE DI
REMOVE
REMOVE CB REMOVE
W/ FLOWABLE FILL
PLUG & FILL
REMOVE 115’48" RCP-IVSEE DETAIL W
BASE DITCH
STANDARD 10’
TRENCHLESS INSTALLATION 66" WELDED STEEL (NOT BURIED)
SEE DETAIL C
SP. LAT. 4’ BASE DITCH W/14 SY GEOFAB
5 TONS CL B RIPRAP
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
24" RCP-IVSYSTEM
REMOVE
JB w/MH 30" RCP-IV2GIA-WSF
2GIB-WSF
2GIB-WSF
15" RCP-V 2GID-WSF 2GIB-WSF
W/10 SY GEOFAB
3 TONS CL B RIPRAP
2 ELBOWS15" CSP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
2GIB-WSF24" RCP-IVW/14 SY GEOFAB
5 TONS CL B RIPRAP
SEE DETAIL G
MEDIAN V DITCH
GRADE TO DRAIN SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
RCP-III 15"
2GIB-WSF
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2GIB-WSF
2GIB-WSF
15" RCP-III
2 ELBOWS
15" CSP
W/5 SY GEOFAB
1 TONS CL B RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION 2 ELBOWS15" CSPGRADE TO DRAIN
DI
RETAIN RETAINSYSTEMREMOVESYSTEMREMOVE15
" RCP-III 15" RCP-III 2GIB-WSS
2GIB-WSS
W/7 SY GEOFAB
2 TONS CL B RIPRAP REMOVESEE DETAIL G
MEDIAN V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL W
STD. 4’ BASE DITCH30" RCP-III
TB JB w/MH
REMOVE
24" RCP-IV
SYSTEMREMOVE
2GIB-WSS
15" RCP-III
WSS
2GIA-
REMO
VE
REMOVE
SEE DETAIL T
STD. V DITCH
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI
REMOVE DI
REMO
VE
15" RCP-III
DI
W/7 SY GEOFAB
2 TONS CL B RIPRAP66" RCP-III (NOT BURIED)W/218 SY GEOFAB
120 TONS CL I RIPRAP
W/5 SY GEOFAB
1 TONS CL B RIPRAP2 ELBOWS15" CSP15" RCP-III 18" RCP-III 15" RCP-IV 54" RCP-IV
6
6" RCP-III
RETAIN
SEE DETAIL F
SP. CUT 4’ BASE DITCH
2GIB-WSF
DETAIL B
DITCH SEE
SP. CUT
48" R
CP-III
48
" RC
P-III2GIB-NSF
30" RCP-III30" RCP-III
6
6
" RCP-
I
II
DETAIL W
SEE
BASE DITCH
STD. 10’
1
5
" RCP-
I
I
I
30" RC
P-III30" RCP-III
30" RCP-III
15"
R
C
P-III
W/89 SY GEOFAB
48 TONS CL I RIPRAP
DI
15" R
CP-III
DI 36" RCP-III (EQUILIZER PIPE)2GIA-WSF
15" RCP-IV
15" RCP-IV
24" RCP-IV24" RCP-IV24" RCP-IV
1
5
" RCP-
I
V1
5
" RCP-
I
VRCP-IV
15"
15"
R
C
P-I
V
REMOVE DI
2GIA-WSF
2GIA-WSF
2GIB-WSF36" RCP-IVHW
18" RCP-IV15" RCP-IV
18" RCP-IV
54" RCP-V
TB 2GIA-NSF
54" RCP-V 36" RCP-IV54" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
2GIA-WSF
TB 2GIA-NSF
42" 18" RCP-IV 18" RCP-IV
RC
P
-III30
"
SEE DETAIL SHEET 2G-2
ROCK FILL IN POND
15" RCP-IV
54" RCP-IV
TO 102+02 LT
-Y5- STA 106+22
DITCH CLEANOUT
SEE DETAIL AF
W/ CL B RIPRAP
SP. LAT. 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
Submitted 9/2/2020
MTL
MTL MTL
MTL
WOODS
WOODSWOODS
WOODS WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
48" WW W/1SBW
48" WW W/1SBW
1SFD
1SFD
CONC
CONC
CONC
10’ CONC
CAN
MTL
GR
CAN
MTL
48" WW W/1SBW
48" WW W/1SBW
GR
GR1SF S
APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW16’ SOIL16’ SOILWOODS
POSTS
BILLBOARD
ABAND
WOODS WOODS WOODS
WOODS
PUMP
LP
LP
LP
LPLP
LP
SR 1814 J T MATHEWS RD 17.5’ BST
I-95 NBL VAR BST
42’ BST45’ BST
SR 1814 J T MATTHEWS RD 17’ BST
SR 1856 ELVA WALLACE RD VAR BST
EIP
SHOWN ON PB 39 PG 23
15’ EASEMENT PER PB 2291 PG 127
S 0103’00" E
665.42’
N 4638’35" E
141.67’N 4718’28" W140.24’S 2014’40" W
344.44’
N 0052’56" E
388.96’
EXISTING R/W
S 36
5
5
’54" E
S 8907’03" E
15
0.44’
EXISTING R/W
N 0052’41" E
140.52’
N 89
0
7
’26" W117.73’
N 0052’41" E
244.77’
N 0012’55" E
712.28’
EXISTING R/W EXISTING R/W
EXISTING R/W300.00’EIP R/W-EIP
3.14’
MTL
S 3655’54" E366.73’2.14’R/W-EIP2.14’T
T
WET WELL
HOT BOX
6
"6"
6" CONC11.5’S
14
5.36145.50
HV
AC U
NIT
146.48
W
WSEPTIC TA
N
K
AC
CESS
G
V
WMH
S
BOLLARDS
BOLLARDSBOLLARDSBOLLARDS BST
BST
FFE=14
9
.59’
CLF
GRAVE
L
GRAVEL
PP
I-95 SBL 37’ BST
WOODS
EXISTING R/Wvv vvvvvv18" RCP
18" RCP
30" RCP
18" RCP24" RCP18" RCP15" RCP 24" RCPDI 24" RCP24" RCPDI 18" RCPFES
FES
FES
FES
FES
DI
FES
FES
FES4" PVCCONC PAVED DITCH
18" RCP8" HDPE8" HDPE
FES
POND
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAG
400+00395+00
PROP. CHAIN LINK FENCE
PROP. CHAIN LINK FENCE
-Y7RPD-
30+0025+00
GREU TL-3
CAT-1
30+00
35+00
-SR3- Sta. 36+00.00
END CONSTRUCTION
20+00
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
;
;;
;
380.00’
+00.00 -Y20-
105.00’
+35.00 -Y20-
73.22’
+60.00 -Y20-
102.49’
65.00’
+00.00 -Y20-
65.00’
+15.00 -Y20-
80.00’
+55.00 -Y20-
95.00’
69.07’
+50.00 -SR3-
+40.03
180.00’
EX.R/W
+05.00
95.00’
63.37’
+63.00 -SR3-
70.00’
60.02’
+15.00 -SR3-
70.00’
60.93’
+40.00 -SR3-
C C
F
C
C
CC
C
CC
C
C
C
F
C C
F
F
F
F
F
F
FFF
C
C
C
C
F
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh33.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
33
MATCHLINE -L- STA. 402+00.00 SEE SHEET 34SEE SHEET 32MATCHLINE -L- STA. 390+00.00I-5986A
SEE SHEET 32-SR3- STA. 29+50.00MATCHLINESEE SHEET 32-Y20- STA. 20+00.00MATCHLINESEE SHEET 34-Y20- STA. 32+00.00MATCHLINEFOR -SR3- PROFILE SEE SHT. 182
FOR -Y20- PROFILE SEE SHT. 181
FOR -Y7RPD- PROFILE SEE SHT. 179
FOR -Y7RPA- PROFILE SEE SHT. 177
FOR -LRT_SEC2- PROFILE SEE SHTS. 115 THRU 116
FOR -LLT_SEC2- PROFILE SEE SHTS. 115 THRU 116
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SITE 28
PFHPWMPBFP
21+00
21+50 22+00 22+50 23+00 23+50 24+00 24+50
25+0025+50 10+00
10+50
11+00WL-6
WL-5
20+0020+50
WATERLINE TO REMAIN
TEL PED
TEL PED
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
PROP. CHAIN LINK FENCE
35+00
+40.03
180.00’
EX.R/W
+05.00
F
SITE 28
WATERLINE TO REMAIN
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
SEE INSET A
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
HC HC
CLEARING
DENOTES HAND
SEE INSET D
SEE INSET A
INSET A
SHEET 6 OF 18
UTILITY PERMIT DRAWING
16 SY GEOTEXTILE
5 TONS CL B RIP RAP
30 " RCP -IVINV. OUT=143.0’
30" R
CP-IV REMOVEP
P
P
P
P
P
REMOVE
REMOVE DI
REMOVE DI
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVEJB w/MH
INV. OUT=142.2’
2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIA-WSF
INV. IN=143.4’
INV. IN=142.5’
SEE DETAIL G
MEDIAN DITCH
SEE DETAIL B
SPECIAL CUT DITCH
PIPE
REMOVE 75’RETAINSEE DETAIL K
LATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL G
MEDIAN DITCH
30" RCP-III
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL P
LATERAL BASE DITCH
SEE DETAIL V
SP. CUT BASE DITCH
SEE DETAIL V
SP. CUT BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
18" RCP-III
10 SY GEOTEXTILE
3 TONS CL B RIP RAP
REMOVE
REMOVE
RETAIN
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
15" RCP-III RETAIN7 SY GEOTEXTILE
2 TONS CL B RIP RAP
INV. OUT=144.0’
JB W/MH
SEE DETAIL C
SP. LATERAL BASE DITCH
15" RCP-III
10 SY GEOTEXTILE
3 TONS CL B RIP RAP
21 SY GEOTEXTILE
8 TONS CL B RIP RAP
15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
18"
FS
30 " RCP -IV SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
Submitted 9/2/2020
MTL
MTL MTL
MTL
WOODS
WOODSWOODS
WOODS WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
48" WW W/1SBW
48" WW W/1SBW
1SFD
1SFD
CONC
CONC
CONC
10’ CONC
CAN
MTL
GR
CAN
MTL
48" WW W/1SBW
48" WW W/1SBW
GR
GR1SF S
APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW16’ SOIL16’ SOILWOODS
POSTS
BILLBOARD
ABAND
WOODS WOODS WOODS
WOODS
PUMP
LP
LP
LP
LPLP
LP
SR 1814 J T MATHEWS RD 17.5’ BST
I-95 NBL VAR BST
42’ BST45’ BST
SR 1814 J T MATTHEWS RD 17’ BST
SR 1856 ELVA WALLACE RD VAR BST
EIP
SHOWN ON PB 39 PG 23
15’ EASEMENT PER PB 2291 PG 127
S 0103’00" E
665.42’
N 4638’35" E
141.67’N 4718’28" W140.24’S 2014’40" W
344.44’
N 0052’56" E
388.96’
EXISTING R/W
S 36
5
5
’54" E
S 8907’03" E
15
0.44’
EXISTING R/W
N 0052’41" E
140.52’
N 89
0
7
’26" W117.73’
N 0052’41" E
244.77’
N 0012’55" E
712.28’
EXISTING R/W EXISTING R/W
EXISTING R/W300.00’EIP R/W-EIP
3.14’
MTL
S 3655’54" E366.73’2.14’R/W-EIP2.14’T
T
WET WELL
HOT BOX
6
"6"
6" CONC11.5’S
14
5.36145.50
HV
AC U
NIT
146.48
W
WSEPTIC TA
N
K
AC
CESS
G
V
WMH
S
BOLLARDS
BOLLARDSBOLLARDSBOLLARDS BST
BST
FFE=14
9
.59’
CLF
GRAVE
L
GRAVEL
PP
I-95 SBL 37’ BST
WOODS
EXISTING R/Wvv vvvvvv18" RCP
18" RCP
30" RCP
18" RCP24" RCP18" RCP15" RCP 24" RCPDI 24" RCP24" RCPDI 18" RCPFES
FES
FES
FES
FES
DI
FES
FES
FES4" PVCCONC PAVED DITCH
18" RCP8" HDPE8" HDPE
FES 1401401
4
0
15015015
0
15015
0
15
0
150 15
0
142.0144.0144.0
146.0142.0
142.0
142.0142.0142.0142.0142.0142.0142.0
142.0 142.01
4
2
.
0
142.0142.0142.0142.0142.014
2.0
14
2.0
142.0
142.0
142.0142.014
2.0
142.014
2.0
144.0144.0144.0144.0144.0
144.0
144.0144.0
144.0 144.0144.0
144.0144
.0
144.0144.0144.0144.0144.0144.0
144.0144.0144.0144.014
4.0 144.0146.0
146.0
146.0
146.0146.0146.0146.0146.0146.0146.0146.0
146.0
146.0146.0146.0
146.0
146.0
146.0146.0146.0146.0146.0146
.0 146.0146.0146.0146.0
146.0
146.0146.0146.0
146.0146.0146.0146.0146.0
146.0146.0146.0146.0146.0146.014
6.0 146.0146.0146.0
146.0 146.0146.0146.0146.0 146.0146.0146.0
146.0146.0
148.0
148.0
148.0148.0 148.0148.0
148.0148.0148.0148.0 148.014
8.0
148.0148.0148.0148.0148.0148.0 148.0148.0148.0148.0148.0148.0148.0
148.0148.0148.0148.0148.0148.014
8.0
14
8.0
148.0
148.0
POND
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAG
400+00395+00
PROP. CHAIN LINK FENCE
PROP. CHAIN LINK FENCE
-Y7RPD-
30+0025+00
GREU TL-3
CAT-1
30+00
35+00
-SR3- Sta. 36+00.00
END CONSTRUCTION
20+00
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
;
;;
;
380.00’
+00.00 -Y20-
105.00’
+35.00 -Y20-
73.22’
+60.00 -Y20-
102.49’
65.00’
+00.00 -Y20-
65.00’
+15.00 -Y20-
80.00’
+55.00 -Y20-
95.00’
69.07’
+50.00 -SR3-
+40.03
180.00’
EX.R/W
+05.00
95.00’
63.37’
+63.00 -SR3-
70.00’
60.02’
+15.00 -SR3-
70.00’
60.93’
+40.00 -SR3-
C C
F
C
C
CC
C
CC
C
C
C
F
C C
F
F
F
F
F
F
FFF
C
C
C
C
F
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh33_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
33
MATCHLINE -L- STA. 402+00.00 SEE SHEET 34SEE SHEET 32MATCHLINE -L- STA. 390+00.00I-5986A
SEE SHEET 32-SR3- STA. 29+50.00MATCHLINESEE SHEET 32-Y20- STA. 20+00.00MATCHLINESEE SHEET 34-Y20- STA. 32+00.00MATCHLINEFOR -SR3- PROFILE SEE SHT. 182
FOR -Y20- PROFILE SEE SHT. 181
FOR -Y7RPD- PROFILE SEE SHT. 179
FOR -Y7RPA- PROFILE SEE SHT. 177
FOR -LRT_SEC2- PROFILE SEE SHTS. 115 THRU 116
FOR -LLT_SEC2- PROFILE SEE SHTS. 115 THRU 116
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SITE 28
PFHPWMPBFP
21+00
21+50 22+00 22+50 23+00 23+50 24+00 24+50
25+0025+50 10+00
10+50
11+00WL-6
WL-5
20+0020+50
WATERLINE TO REMAIN
TEL PED
TEL PED
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
PROP. CHAIN LINK FENCE
35+00
+40.03
180.00’
EX.R/W
+05.00
F
SITE 28
WATERLINE TO REMAIN
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
SEE INSET A
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
HC HC
CLEARING
DENOTES HAND
SEE INSET D
SEE INSET A
INSET A
SHEET 7 OF 18
UTILITY PERMIT DRAWING
16 SY GEOTEXTILE
5 TONS CL B RIP RAP
30 " RCP -IVINV. OUT=143.0’
30" R
CP-IV REMOVEP
P
P
P
P
P
REMOVE
REMOVE DI
REMOVE DI
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVEJB w/MH
INV. OUT=142.2’
2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIA-WSF
INV. IN=143.4’
INV. IN=142.5’
SEE DETAIL G
MEDIAN DITCH
SEE DETAIL B
SPECIAL CUT DITCH
PIPE
REMOVE 75’RETAINSEE DETAIL K
LATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL G
MEDIAN DITCH
30" RCP-III
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL P
LATERAL BASE DITCH
SEE DETAIL V
SP. CUT BASE DITCH
SEE DETAIL V
SP. CUT BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
18" RCP-III
10 SY GEOTEXTILE
3 TONS CL B RIP RAP
REMOVE
REMOVE
RETAIN
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
15" RCP-III RETAIN7 SY GEOTEXTILE
2 TONS CL B RIP RAP
INV. OUT=144.0’
JB W/MH
SEE DETAIL C
SP. LATERAL BASE DITCH
15" RCP-III
10 SY GEOTEXTILE
3 TONS CL B RIP RAP
21 SY GEOTEXTILE
8 TONS CL B RIP RAP
15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
18"
FS
30 " RCP -IV SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
Submitted 9/2/2020
48" WW W/1SBW48" WW W/1SBW48" WW W/1SBW48" WW W/1SBW
MTLMTL
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10.5’ BST
3’ BST
3.5’ BST
10’ BST
(TYP)
GRAIN SILO
MTL
48" WW W/1SBW
S 0052’09" W
997.17’
N 0052’09" E
842.57’
EXISTING R/W
EXISTING R/W220.00’METER
ELECTRIC
48" WW W/1SBW
DI18" RCP18" RCP60" RCPDI
FES
FES
DI
2
4
"
R
C
P
CONC PAVED DITCH
CONC PAVED DITCH
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAK
WAK
415+00
420+00 425+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
GREU TL-3
CAT-1
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
GREU TL-3 CAT-1PROP. SBG
PROP. SBG PROP. SBG
F
F
C
C
C
F
F
C C
F
FF
C
F
FFC
;
;
;
;
NAD 83/ NA 2011
35
MATCHLINE -L- STA. 415+00.00 SEE SHEET 34MATCHLINE -L- STA. 428+00.00 SEE SHEET 36I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh35.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -LRT_SEC2- PROFILE SEE SHT. 117
FOR -LLT_SEC2- PROFILE SEE SHT. 117
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
SITE 30;
SEE INSET A
ENGLISH
25 50 100050
SCALE
INSET C
SEE INSET A
HC HC
CLEARING
DENOTES HAND
SHEET 8 OF 18
UTILITY PERMIT DRAWING
INSET A
0
SCALE FOR INSET
25 25 50
12’x6’ RCBCP
REMOVE
REMOVE DI
SEE DETAIL B
SP. CUT DITCH
SEE DETAIL C
SP. LAT. BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
18" RCP-IV 15" RCP-IV 2GIB-WSF
2GIB-WSF
2GIA-WSF
10 SY GEOTEXTILE
3 TON CL B RIP RAP
2GIA-WSF
2GIB-WSF
SEE DETAIL H
TOE PROTECTION
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL AF
SP. LAT. BASE DITCH
OF 18" RCP
REMOVE 10’
OF 24" RCP
REMOVE 10’
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
TRANSITION
LINE CUT/FILL
15" RCP-IV 15" RCP-IV
24" RCP-IV24" RCP-IV 24" RCP-IV
2GIB-WSF
2GIB-WSF
15" RCP-III
W/ 5 SY GEO FAB
1 TON CL B RIP RAP
W/ 5 SY GEO FAB
1 TON CL B RIP RAP
15" RCP-III
SEE DETAIL H
TOE PROTECTION
Submitted 9/2/2020
48" WW W/1SBW48" WW W/1SBW48" WW W/1SBW48" WW W/1SBW
MTLMTL
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10.5’ BST
3’ BST
3.5’ BST
10’ BST
(TYP)
GRAIN SILO
MTL
48" WW W/1SBW
S 0052’09" W
997.17’
N 0052’09" E
842.57’
EXISTING R/W
EXISTING R/W220.00’METER
ELECTRIC
48" WW W/1SBW
DI18" RCP18" RCP60" RCPDI
FES
FES
DI
2
4
"
R
C
P
CONC PAVED DITCH
CONC PAVED DITCH140140140
140140140140
140
140140
140
140 140140140140140
140140140140140140140140140140140
140140140
140140 140 140140134.0134.0136.0136.0136.0
136.0136.0136.0136.0138.0138.0
138.0 138.0138.0138.0
13
8.0
138.0
138.0138.0
138.0138.0138.0 138.0142.0142.0
142.0
142.0142.0142.0142.0
142.0142.0142.0142.0142.0142.0142.0142.0142.0142.0144.0144.0
144.0144.0
144.0
144.0144.0144.0
144.014
4
.0
144.0
146.0
146.0 146.0146.0146.0146.0146.0146.0146.0146.0
14
6.0
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAK
WAK
415+00
420+00 425+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
GREU TL-3
CAT-1
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
GREU TL-3 CAT-1PROP. SBG
PROP. SBG PROP. SBG
F
F
C
C
C
F
F
C C
F
FF
C
F
FFC
;
;
;
;
NAD 83/ NA 2011
35
MATCHLINE -L- STA. 415+00.00 SEE SHEET 34MATCHLINE -L- STA. 428+00.00 SEE SHEET 36I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh35_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -LRT_SEC2- PROFILE SEE SHT. 117
FOR -LLT_SEC2- PROFILE SEE SHT. 117
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
SITE 30;
SEE INSET A
ENGLISH
25 50 100050
SCALE
INSET C
SEE INSET A
HC HC
CLEARING
DENOTES HAND
SHEET 9 OF 18
UTILITY PERMIT DRAWING
INSET A
0
SCALE FOR INSET
25 25 50
12’x6’ RCBCP
REMOVE
REMOVE DI
SEE DETAIL B
SP. CUT DITCH
SEE DETAIL C
SP. LAT. BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
18" RCP-IV 15" RCP-IV 2GIB-WSF
2GIB-WSF
2GIA-WSF
10 SY GEOTEXTILE
3 TON CL B RIP RAP
2GIA-WSF
2GIB-WSF
SEE DETAIL H
TOE PROTECTION
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL AF
SP. LAT. BASE DITCH
OF 18" RCP
REMOVE 10’
OF 24" RCP
REMOVE 10’
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
TRANSITION
LINE CUT/FILL
15" RCP-IV 15" RCP-IV
24" RCP-IV24" RCP-IV 24" RCP-IV
2GIB-WSF
2GIB-WSF
15" RCP-III
W/ 5 SY GEO FAB
1 TON CL B RIP RAP
W/ 5 SY GEO FAB
1 TON CL B RIP RAP
15" RCP-III
SEE DETAIL H
TOE PROTECTION
Submitted 9/2/2020
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW BILLBOARDMTL MTL MTL
I-95 SBL 37’ BST
I-95 NBL 37’ BST
48" WW W/1SBW
48" WW W/1SBW
EXISTING R/W
EXISTING R/W
14
8.80
R/R RAIL
E IP
N
72
3
4’46
" E56
3.85’N 1133 ’25" W747.94’S 89
5
5
’10" W71
6.17’
S 0035’52" E1849.48’RR SPIKE IN BASE OF 24 INCH PINE
149.74
BILLBOARD48" WW W/1SBW BILLBOARDEXISTING R/W N 1133 ’25" W747.94’S 89
5
5
’10" W71
6.17’24" RCP24" RCP18
"
R
C
P
FES
CONC HW
18"
R
C
P
DI
FES
FES
DI
2
4
"
R
C
P
CONC PAVED DITCHCONC PAVED DITCH
CONC PAVED DITCH
POND
POND
140.24*139.65*139.60*
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAL
430+00 435+00 440+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
;
;
;
;C
F
FF
C
F
C
C C
F
FF
C
F
C
F
C
C
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh36.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
36
MATCHLINE -L- STA. 428+00.00 SEE SHEET 35MATCHLINE -L- STA. 442+00.00 SEE SHEET 37FOR -LRT_SEC2- PROFILE SEE SHTS. 117 THRU 118
FOR -LLT_SEC2- PROFILE SEE SHTS. 117 THRU 118
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
SITE 30
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
;
ENGLISH
25 50 100050
SCALE
HC HC
CLEARING
DENOTES HAND
SHEET 10 OF 18
UTILITY PERMIT DRAWING
0
SCALE FOR INSET
25 25 50
SEE INSET A
INSET A
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVE DI
P
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
P
P
FILL
W/ FLOWABLE
PLUG & FILL
P
REMOVE DI
SEE DETAIL Z
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
2GIA-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
FILL
W/ FLOWABLE
PLUG & FILL
OF 24" RCP
REMOVE 10’
OF 24" RCP
REMOVE 10’
OF 24" RCP
REMOVE 10’
OF 18" RCP
REMOVE 10’
OF 18" RCP
REMOVE 10’
SEE DETAIL H
TOE PROTECTION
15" RCP-IV
15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
15" RCP-IV
24" RCP-IV
SEE DETAIL C
SP. LAT BASE DITCH
Submitted 9/2/2020
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW BILLBOARDMTL MTL MTL
I-95 SBL 37’ BST
I-95 NBL 37’ BST
48" WW W/1SBW
48" WW W/1SBW
EXISTING R/W
EXISTING R/W
14
8.80
R/R RAIL
E IP
N
72
3
4’46
" E56
3.85’N 1133 ’25" W747.94’S 89
5
5
’10" W71
6.17’
S 0035’52" E1849.48’RR SPIKE IN BASE OF 24 INCH PINE
149.74
BILLBOARD48" WW W/1SBW BILLBOARDEXISTING R/W N 1133 ’25" W747.94’S 89
5
5
’10" W71
6.17’24" RCP24" RCP18
"
R
C
P
FES
CONC HW
18"
R
C
P
DI
FES
FES
DI
2
4
"
R
C
P
CONC PAVED DITCHCONC PAVED DITCH
CONC PAVED DITCH
140140140140 140140140140140140140 1
4
0
140140140140150
15015
0150
150150 150150142.0142.0142.0142.0142.0146.0146.0
148.0148.0142.0142.0 142.0142.0
142.0 142.014
2.0
142.0142.01
4
2.
0 142.0142.0
142.0
142.0142.0
142.0142.0142.0142.0142.0142.0 142.0144.0144.0
144.0144.0144.0
144.0
144.0
144.0144.014
4.0
144
.0144.0144.0144.0
144.0144.0
144.0
144.0146.0146.0146.0146.0146.0
146.0
146.0146.0
146.0146.0
146.0
1
4
6
.
0146.01
4
6
.0
146.0146.0 146.0
146.0
146.0
1
4
6
.
0
146.0146.0146.0
14
8.0
148.0148.0148.0
148.0 148.0148.0148.0 148.0148.0148.01
4
8.0
148.0
148.0
148.0 14
8
.0148.0 148.0148.0148.0148.0148.0148.0
15
2.0
POND
POND
140.24*139.65*139.60*
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAL
430+00 435+00 440+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
;
;
;
;C
F
FF
C
F
C
C C
F
FF
C
F
C
F
C
C
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh36_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
36
MATCHLINE -L- STA. 428+00.00 SEE SHEET 35MATCHLINE -L- STA. 442+00.00 SEE SHEET 37FOR -LRT_SEC2- PROFILE SEE SHTS. 117 THRU 118
FOR -LLT_SEC2- PROFILE SEE SHTS. 117 THRU 118
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
SITE 30
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
;
ENGLISH
25 50 100050
SCALE
HC HC
CLEARING
DENOTES HAND
SHEET 11 OF 18
UTILITY PERMIT DRAWING
0
SCALE FOR INSET
25 25 50
SEE INSET A
INSET A
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVE DI
P
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
P
P
FILL
W/ FLOWABLE
PLUG & FILL
P
REMOVE DI
SEE DETAIL Z
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
2GIA-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
FILL
W/ FLOWABLE
PLUG & FILL
OF 24" RCP
REMOVE 10’
OF 24" RCP
REMOVE 10’
OF 24" RCP
REMOVE 10’
OF 18" RCP
REMOVE 10’
OF 18" RCP
REMOVE 10’
SEE DETAIL H
TOE PROTECTION
15" RCP-IV
15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
15" RCP-IV
24" RCP-IV
SEE DETAIL C
SP. LAT BASE DITCH
Submitted 9/2/2020
48" WW W/1SBW
48" WW W/1SBWBILLBOARD
APPROX 48" WW W/1SBW
WOODS
WOODS
WOODS
WOODSWOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I5877-1
MTL
APPROX 48" WW W/1SBW
48" WW W/1SBW
2
4
" RCP2
4
" RCP
42" RCP42" RCP18" RCPDIDIDI
FES
FES
CONC HW
CONC PAVED DITCH
CONC PAVED DITCH
BROKEN CONC PAVED DITCH
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SK-1WBD WBD
WBD
SK-2
WBD WBD
WBD
SK-1
WBDWBD
WBDWBD
.025.02.02.025.02.02.025.02.02.025.02.02P.S.12’P.S.12’26’P.S.12’P.S.12’26’PROP. TYPE T BARRIER
48’48’48’48’PROP. SIGN
8:1 8:1
C C
C
C F
F F
F
FFCC
F
F
C
C
C
F
F F
F
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
140.00’ LT
+57.88
140.00’ LT
+20.26MILEMARKER 68.5
-L- STATION 767+50 LT
NON-IMPACTED BILLBOARD
140.00’ RT
+57.88 140.00’ RT
+20.26
NAD 83/ NA 2011
MATCHLINE -L- STA. 759+00.00 SEE SHEET 60MATCHLINE -L- STA. 772+00.00 SEE SHEET 62DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh61.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
61I-5986A
FOR -L- PROFILES SEE SHTS. 142 & 143
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
-L-
760+00 765+00 770+00
PI Sta 770+75.39
D
L = 310.28’
T = 155.14’
R = 700,000.00’
PI Sta 761+15.78
D
L = 484.20’
T = 242.10’
R = 1,500,000.00’
-L-
SE = NC
DS = 75 MPH
SE = NC
DS = 75 MPH
-L-
-L- PT Sta. 763+57.88
-L- PC Sta. 769+20.26
GREU TL-3 CAT-1
SITE 47SITE 47
PROP. WOVEN WIRE FENCE
MATCHLINE -L- STA. 759+00.00 SEE SHEET 60SEE INSET A
140.00’ RT
+57.88
-L- PT Sta. 763+57.88
140.00’ RT
+20.26
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
SEE INSET A
INSET A
HC HC
CLEARING
DENOTES HAND
SHEET 12 OF 18
UTILITY PERMIT DRAWING
SEE INSET B SEE INSET C
INSET B
INSET C
HW
21 SY GEOTEXTILE
8 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
P
P
P
P
REMOVE DI
HW
SEE DETAIL S
CHANNEL CHANGE
SEE DETAIL S
CHANNEL CHANGE
2GIA-WSF
2GIA-WSF 2GIB-WSF 2GIB-WSF
2GIB-WSF
18" RCP-III 18" RCP-III
18" RCP-IV
P
P
P
P
REMOVE HW
REMOVE DI
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL D
LATERAL BASE DITCH
REMOVE DI
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL A
V DITCH
SPECIAL LATERAL
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL Q
TOP ELEV=146.8’
10’ WIDE BERM
P
P
SEE DETAIL Q
TOP ELEV=148.5’
10’ WIDE BERM
30" RCP-IV30" RCP-IV30" RCP-IV (BURIED 1.0’)72" RCP-IV (BURIED 1.0’)72" RCP-IV190 SY GEOTEXTILE
132 TON CL II RIP RAP
NEW YORK DOT DISSIPATOR METHOD
OUTLET DITCH DESIGNED PER
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
(BURIED 1.0’)
72" RCP-IV
FLOWABLE FILL
PLUG & FILL W/
190 SY GEOTEXTILE
132 TON CL II RIP RAP
NEW YORK DOT DISSIPATOR METHOD
OUTLET DITCH DESIGNED PER
Submitted 9/2/2020
48" WW W/1SBW
48" WW W/1SBWBILLBOARD
APPROX 48" WW W/1SBW
WOODS
WOODS
WOODS
WOODSWOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I5877-1
MTL
APPROX 48" WW W/1SBW
48" WW W/1SBW
2
4
" RCP2
4
" RCP
42" RCP42" RCP18" RCPDIDIDI
FES
FES
CONC HW
CONC PAVED DITCH
CONC PAVED DITCH
BROKEN CONC PAVED DITCH
140140 140140
140
140
140140140
140
140140140
140
140 140140140140
140
140
140 140140 1401401
4
0
140140140140
140
1401401401
4
2
.
0
138.0
138.0138.0
138.0138.0138.0138.0
134.0136.0138.0
138.0138.0
138.0138.0138.0138.0138.0
138.0142.0
142.0
142.0
142.0 142.0142.0142.0142.0142.0142.0142.0142.0142.0142.01
4
2
.
0
1
4
2
.0
1
4
2.0
144.0
144.0
144.0 144.0144.0144.0144.0 144.0144.0 144.0146.0
146.0
146
.0146
.0
146.0146.0146.0
146.0 146.0146.0146.0146.0146.01
4
6.0
148
.0
14
8.0
148.0
148.0148.0148.0148.0148.0148.0148.01
4
8.
0
1
4
8.0148.01
4
8
.
0
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SK-1WBD WBD
WBD
SK-2
WBD WBD
WBD
SK-1
WBDWBD
WBDWBD
.025.02.02.025.02.02.025.02.02.025.02.02P.S.12’P.S.12’26’P.S.12’P.S.12’26’PROP. TYPE T BARRIER
48’48’48’48’PROP. SIGN
8:1 8:1
C C
C
C F
F F
F
FFCC
F
F
C
C
C
F
F F
F
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
140.00’ LT
+57.88
140.00’ LT
+20.26MILEMARKER 68.5
-L- STATION 767+50 LT
NON-IMPACTED BILLBOARD
140.00’ RT
+57.88 140.00’ RT
+20.26
NAD 83/ NA 2011
MATCHLINE -L- STA. 759+00.00 SEE SHEET 60MATCHLINE -L- STA. 772+00.00 SEE SHEET 62DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh61_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
61I-5986A
FOR -L- PROFILES SEE SHTS. 142 & 143
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
-L-
760+00 765+00 770+00
PI Sta 770+75.39
D
L = 310.28’
T = 155.14’
R = 700,000.00’
PI Sta 761+15.78
D
L = 484.20’
T = 242.10’
R = 1,500,000.00’
-L-
SE = NC
DS = 75 MPH
SE = NC
DS = 75 MPH
-L-
-L- PT Sta. 763+57.88
-L- PC Sta. 769+20.26
GREU TL-3 CAT-1
SITE 47SITE 47
PROP. WOVEN WIRE FENCE
MATCHLINE -L- STA. 759+00.00 SEE SHEET 60SEE INSET A
140.00’ RT
+57.88
-L- PT Sta. 763+57.88
140.00’ RT
+20.26
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
SEE INSET A
INSET A
HC HC
CLEARING
DENOTES HAND
SHEET 13 OF 18
UTILITY PERMIT DRAWING
SEE INSET B SEE INSET C
INSET B
INSET C
HW
21 SY GEOTEXTILE
8 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
P
P
P
P
REMOVE DI
HW
SEE DETAIL S
CHANNEL CHANGE
SEE DETAIL S
CHANNEL CHANGE
2GIA-WSF
2GIA-WSF 2GIB-WSF 2GIB-WSF
2GIB-WSF
18" RCP-III 18" RCP-III
18" RCP-IV
P
P
P
P
REMOVE HW
REMOVE DI
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL D
LATERAL BASE DITCH
REMOVE DI
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL A
V DITCH
SPECIAL LATERAL
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL Q
TOP ELEV=146.8’
10’ WIDE BERM
P
P
SEE DETAIL Q
TOP ELEV=148.5’
10’ WIDE BERM
30" RCP-IV30" RCP-IV30" RCP-IV (BURIED 1.0’)72" RCP-IV (BURIED 1.0’)72" RCP-IV190 SY GEOTEXTILE
132 TON CL II RIP RAP
NEW YORK DOT DISSIPATOR METHOD
OUTLET DITCH DESIGNED PER
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
(BURIED 1.0’)
72" RCP-IV
FLOWABLE FILL
PLUG & FILL W/
190 SY GEOTEXTILE
132 TON CL II RIP RAP
NEW YORK DOT DISSIPATOR METHOD
OUTLET DITCH DESIGNED PER
Submitted 9/2/2020
F F
C C C
C C
F F
C
F F C F F F F
C
C C
48" WW W/1SBW
48" WW W/1SBW
WOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
9.5’ BST
3.5’ BST
3.5’ BST
EXISTING R/W
EXISTING R/W
MTL
MTL
18" RCPDI
FES
FES
18" RCPCONC PAVED DITCH
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WBE
775+00
F
F
FFFF
F
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
156.00
+42.00
146.00’
EX R/W RT
+03.71
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh62.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
62
MATCHLINE -L- STA. 772+00.00 SEE SHEET 61I-5986A
SEE I-5877 PLANS
FOR -L- PROFILES SEE SHT. 143 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
SITE 47
PROP. WOVEN WIRE FENCE
MATCHLINE -L- STA. 772+00.00 SEE SHEET 61SEE INSET A
ENGLISH
SHEET 14 OF 18
UTILITY PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
SEE INSET A
INSET A
SEE DETAIL D
LATERAL BASE DITCH
Submitted 9/2/2020
F F
C C C
C C
F F
C
F F C F F F F
C
C C
48" WW W/1SBW
48" WW W/1SBW
WOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
9.5’ BST
3.5’ BST
3.5’ BST
EXISTING R/W
EXISTING R/W
MTL
MTL
18" RCPDI
FES
FES
18" RCPCONC PAVED DITCH
140140
140140140150
150150150
150
150150
15015015015015015015015
0
150
150150150
150150150
150150150150146.01
4
6
.
0
142.0
146.0
146.0146.0146.0146.0146
.0
1
4
6.0
146.0146.0146.01
4
6.0
148.0
148.0148.0
148.01
4
8
.0
152.0
152.0
152.0152.0152.0152.0
152.0152.0152.0152.0152.0
152.0 152.0152.0152.0154.0
154.0154.0
154.0154.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WBE
775+00
F
F
FFFF
F
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
156.00
+42.00
146.00’
EX R/W RT
+03.71
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh62_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
62
MATCHLINE -L- STA. 772+00.00 SEE SHEET 61I-5986A
SEE I-5877 PLANS
FOR -L- PROFILES SEE SHT. 143 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
SITE 47
PROP. WOVEN WIRE FENCE
MATCHLINE -L- STA. 772+00.00 SEE SHEET 61SEE INSET A
ENGLISH
SHEET 15 OF 18
UTILITY PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
SEE INSET A
INSET A
SEE DETAIL D
LATERAL BASE DITCH
Submitted 9/2/2020
SSS6’ VIN
Y
L
6’ VINYL6’ VINYL 8’ CHL0.5’ CONC. CURB
GAS PUMPSMTL CANWEI
GH SCALES1S BUSW
SOIL
SOIL
CONCBST
BST BSTCONCCONC
CONCBSTBST
BST
WO
ODS
WOO
DS
s w
WO
O
D
S
WO
ODSWOODS
CO
NC
CONCCONC
WO
ODS
1SBKD
A
B
SS
MH
RIM=13
3.78’INV C=125.48’
INV B=125.62’
IN
V A=12
5.56’C FOUND
NOTEN
D
TRAPSGREASE
CONC
B
S
T
GRASS
GRASS
GRASS
GRASS
GRASS
D
K
HTR
DOG KENNEL
6’ VINYL6
’ CL &
4
SBWGRASS
C
O
N
C
C
O
N
C
GRASS CONCC
O
N
C
CO
NC
C
O
NC
CONCS
G
AT
E
S W/BK
GAT
E
BFP
S
S
BFP
6" CONC CURBBROKEN CONC CURB
30" C
&
G
24" C&G
C&G24"
6" CONC CURB
CO
NC
24" C&G
6" CONC CU RB
24" C&G
C&G24"
C&
G24"
24" C&G
24" C&G24" C&GBST
CONC
CO
NC
BST
BST
CO
NC
BST
8" CONC CURB
CUR
B
6" CONCCURB6" CONC
24" C&G
24" C&GCURB6" CONCBST
CONC I
SLCONC I
SLCONC I
SLCO
NC
CA
N
MTL
BST
BST
BST
CONC
8" PVC
A
A
B
AB
8" PVC INV A=130.92’RIM=136.78’SSMH
SSMHRIM=134.38’INV A=128.96’INV B=128.32’IN
V B=12
7.04’
INV A=12
7.16’RIM=132.93
SS
MHWOODSMTLMTLSOIL
2 S BLK B
2 S BLK B
1 S BK B
SOIL
SOIL
SOIL
SOIL
CONCSOIL48" WW & 1SB
W
48"
WW & 1SB
WWO
O
D
S
WO
O
D
S
WO
ODS
BST
BST
BST
WALL 60" WO
O
D
CO
N
C
CONC
BST
SR 1863 PEMBROKE LN VAR BST
3
6" C&G30" C&G
30" C&G
GOLDSBORO RD 28’ BST
CO
NC ISL
CO
NC ISL
CO
N
C ISL
BST
BST
BSTSR 1863 PEMBROKE LN 35’ BST3.5’ BSTRW DEED
DB 5221 PG 95
RW DEED
DB 5600 PG 688
N
C
D
OT
RIG
H
T
OF WA
Y
DB 61
73 P
G 2
9
1
NCDOT RIGHT OF WAY
DB 9368 PG 365
ACCESS EASEMENT
DB 8880 PG 349 WE
L
L
EASE
MENT
PB 121 PG 15
5
EI
PEIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIPR/W MONR/
W
M
ONR/
W
M
ON
R/W MO
NS 6353’48" E2029.
54
’
N 1238’46" E
157.38’N
78
1
7’46" W4
2
3.6
3’
S 1048’43" W
372.66’S 6328’54" E51.07’N 6041’51" W402.63’N 6041’51" W264.72’S 6037’33" E295.18’
S 3113’18" W
732.18’
S 0504’38" W
350.49’
S 0409’32" E270.78’N 0413’16" W271.41’
S 8449’54" W121.93’
S 84
5
2
’33" W125.06’
S 8442’27" W126.75’N 0352’19" E
266.23’
S 1036’12" W
263.74’
S 1037’47" W
71.78’
S 1037’47" W
446.85’
N 7
9
25’0
4
" W124.8
4’
S 0955’14" W
182.07’N 4504’48" W109.57’N 0606’27" W197.40’S 6209’14" E163.96’S 2709’13" E57.76’S 6244’40" E137.55’S 0332’34" E454.08’N 862
7’26" E252.00’S 0020’17" E133.08’S 8120’0
3" E
30.97’
S 2656’56" W
230.20’
N 8110’13" W98.15’
S 5512
’55
" W43.27
’S 5526
’13
" W
62.82
’S 86
2
6
’23" E
247.22’
N 1351’35" E
61.37’
N 1402’26" E
93.56’
N 13
58’44" E
3
0.0
2’
N 13
58’44" E
4
0.2
0’
S 2750’18" W
8.47’
S 2652’17" W
55.49’S 6311’21" E198.05’
S 2652’17" W88.39’
W
CITY OF EASTO
VER
CITY OF EASTO
VER
CITY OF EASTO
VER
60.00’EXISTIN
G R/
W
EXISTING R/
W
N 0324’16" W315.02’EXI
STI
NG R/WEXI
STI
NG R/WTC
T
TTEST STATIONTELEPHONE FIBER OPTIC
V
A
LVE
BLO
W
OF
F
VALVEAI
R RELEASE8"8"
10"
10"
8"
10"
8"
8"
8"
8"
4"
4"
4"4"FOFOFO
FO
F
O
FO FO
FO
TT
E
L
E
PHO
NE PED
PER RECORD
8"
8"
8"
E
OI
T
Century Link
Century Link, FODuke Energy ProgressCentury Link
10 ", PVC, Town of EastoverWWW
3.29’ R/W-EIP
Cable
Time Warner
CUTO
VER
LinkCentury
NCDOT RIGHT OF WAY
DB 9368 PG 365
T
T
T
S
SS
S
SS
S
S
S
INV IN: 128.15’
RIM: 133.67’
IN
V O
UT: 12
9
.57’
IN
V IN: 129.67’
RIM: 135.12’
INV O
UT: 130.03’
INV IN: 130.13’
RIM: 138.93’GRAVEL DRIVEGRAVEL DRIVEMETAL PASTURE GAT
E BSTBSTBST
BST
BST
IN
V OUT: 130.80’
IN
V IN: 13
0.85’
RIM: 13
7.65’INV O
UT: 131.46’
INV IN: 13
1.56’
RIM: 13
8.38’
VEHICLE VACUU
MDUMPSTER CAGEBSTBSTBSTISLCO
NC
INV OUT: 132.34’
INV IN(BUILDING): 132.44’
INV IN: 13
2.44’
RIM: 13
7.74’
BOLTED SHUT
8" PVC
8" PVC8" PVC
8" PVC
8" PVC
8" P
VC 8" PVC
WV
W
M
HYD
W
M
W
M
W
M
WV
4" PVC Force
Main
Elv. 12
5.37
E 207
4
7
60.2070
N 499724.5360
TH 2-1
4" PVC Force
Main
Elv. 127.14
E 20
7
4
7
40.2120
N 49
9
6
1
2.2720
TH 1-1
4"
4"4"
4"
8" HDPE Water
Elv. 117.11
E 2074
6
50.8710
N 49981
2.9050
TH 3-1
8" H
DPE
Water
Elv. 113.97
E 2074589.41
70
N 4995
7
0
.93
6
0
TH 4-1
WOODS8"4"FO
T
MTLMTL36" C&GSR 1863 PEMBROKE LN 35’ BSTEXI
STI
NG R/W18" H
DPE
15" RCP
DI
DI
DI
24" RCP
24" RCP24" RCP
CB
CBCB
CBHDPE
18"15" RCP18" RCP
15" RCP
18" RCP
18" RCP18" RCP24" RCP18" RCP18"
R
C
P
2
4" R
C
P
24" RC
P
2
4" R
C
P
18" RCP
24" RCP15" RCP18" RCP24" RCP18" RCPCB
C
B
CB18" RCPCB
C
B
CB
DI
18" CMP
CBCB36" R
CP
24" RCP
DI
2
4" R
C
P
42" RCP
6" CO
NC H
W
6" CONC H
W6" CO
NC H
WCBCBCBC
B
C
B
STR FUL
L OF
WAT
ER
BT
M CL INV=129.99’+/-STR FUL
L OF
WATER
BT
M CL INV=13
0.97’+/-
STR FUL
L OF
WATER
BT
M CL IN
V=130.43’+/-
24" RCP
S15" RCP15" CMP
15" CMP15" CMP18" RCP24" RCP24" RCP30" RCP42" RCP24" HDPE30" RCP
18" RCP
24" RCP18" RCP18" CMP CBCB15
" CMP24" RCPResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WN
WV
WN
WNWN
E
C Basin
EC B asin
E C B asin
10+00-Y5C-
15+00GREU TL-3 GREU TL-
3PEMBR
OKE LN.
110+00
115+0040+0045+00
5
0
+
0
0
55+00
60+00
65+00
-Y5C --Y5A-15+0020+00
25+0010
5
+00
15+00
PROP. WOVEN WIRE FENCE
C
AT-1
WIRE FENCE
PROP. WO
VEN
WIRE FENCE
PROP. WOVEN
-Y5B- POT Sta. 26+66.96
END CONSTRUCTIONRETAIN EXI
STI
NG SBGRE
T
AIN EXIST. C/A FENCE
CHORD
C
H
O
R
D
C
H
O
R
D
C
HOR
DCHORDCHORDCHORD
;
;
CH
ORDCFFF
C
C
F
F F
F
FF
FF
F
F
F
C
F
F
FF
F
F
F
F
F F FFFFFFCCCCCCFCFF
C
C
C
F
F
C
F
F
F
F
CFC
55+00.00
49+50.07
13+00.31
11+50.00
106+50.00
F
F
F

8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh70.dgnFkeysREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 19MATCHLINE -Y4- STA. 39+00.0070
TRAFFIC DIAGRAM
GOLDSBORO RD.
PAVEMENT REMOVAL
I-5986A
PLANS
GRAPHIC SCALE
NAD 83/ NA 2011
SEE SHEET 20
-Y5- STA. 105+00.00
MATCHLINE
STA. 15+00.00 SEE SHEET 71
MATCHLINE -Y5B-
COORDINATION WITH THE DEVELOPER
DESIGN SUBJECT TO CHANGE PENDING
FOR -Y5RAB- PROFILE SEE SHT. 160
FOR -Y5C- PROFILE SEE SHT. 160
FOR -Y5B- PROFILE SEE SHT. 159
FOR -Y5A- PROFILE SEE SHT. 159
FOR -Y5RT- PROFILE SEE SHT. 158
FOR -Y5LT- PROFILE SEE SHT. 158
FOR -Y4A- PROFILE SEE SHT. 152
FOR -Y4- PROFILE SEE SHT. 151
FOR -DR3- PROFILE SEE SHT. 152
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH

CONCRETE TRUCK APRON
SITE 16
SITE 21
PWMRFH10+0010+50 11+00
10+0010+5011+0011+5012+0012+50
13+00
13+50
14+00
14+50
15+00
15+50WL-3
WL-2
10+0010+5
0FSS-110+0010+50WL-7SPECTRUM CATV
DUKE ENERGY AND
NEW AERIAL POWER
SPAN GUY
NEW SPECTRUM
SPECTRUM CATV
NEW AERIAL
SPECTRUM CATV
NEW UNDERGROUND CCATV PEDESTAL
NEW SPECTRUM
SPECTRUM CATV
DUKE ENERGY AND
NEW AERIAL POWER
SPECTRUM CATV
DUKE ENERGY AND
NEW AERIAL POWER
T TTTTTTFIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
SITE 16
RETAI
N EXI
STI
NG SBGSEE SHEET 70MATCHLINE -Y4- STA. 39+00.0040+00RETAI
N EXI
STI
NG SBGC
HOR
DCFF

SITE 16SITE 16
SEE INSET A
ENGLISH
0
SCALE FOR INSET
50 50 100
0 200
SCALE
100 100
HC HC
CLEARING
DENOTES HAND
SHEET 16 OF 18
UTILITY PERMIT DRAWING
SEE INSET A
INSET A
SEE DETAIL KLATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMO
VE
18"
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
(EQUILIZER PIPE)
36" RCP-IV
RE
MO
V
E
&
G
T
D
RE
MO
V
E
P
P
W/ FLOWABLE FILLPLUG & FILL
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
REMO
V
E
RE
MO
VE
RE
MO
VE
CB-E
DI
INV=131.9’
INV=131.2’
15" RCP-IV CB-G
CB-F
P
P
W/ FLOWABLE FILLPLUG & FILL
& PIPE
REMOVE CBs
R
E
MOVE
INV=127.6’
IN
V
=127.2’W/5
0 S
Y
GE
OF
A
B
26 T
O
N
S CL I RIPR
AP
Adj. CB
CB-F
CB-F
15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV CB-F
CB-F
DI
DI
DI
DI
HW
RCP-IV
15"
RE
MO
V
E
RE
MO
V
E
RE
MO
VE
GRADE TO DRAINGRADE TO DRAI
NGRADE TO DRAI
NREMOVE SYSTEMRETAIN
S
YSTE
MRET
AIN
SYSTEMRETAIN
SYSTEMRETAINSYSTEMRETAI
NRETAIN
INV=127.9’
SEE DETAIL W
BASE DITCH
STANDARD 10’REMOVE18
"
18" RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE
SYSTEM
REMOVE REM
OVE
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
W/14 SY GEOFAB
5 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP24" RCP-IIIINV=135.2’
INV=129.0’
24" RCP-III
W/14 SY GEOFAB
5 TONS CL B RIPRAP
DI
DI
DI
DI
15" R
CP-III
15" RCP-III W/7 S
Y
G
E
OF
A
B
2 T
O
NS C
L B
RIPR
AP
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL A
SP. LAT. V DITCHRETAIN
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RCP-IV24" 4
8" RCP-I
VSEE DETAIL O
BASE DITCH
SP. LAT. 4’
DI
DI
INV=134.3’
DI
DI
DI
DI
DI
DI
DI
INV=132.4’
DI
INV=127.6’
DI
15" RCP-IV
15" R
CP-IV
15" RCP-IV
RCP-IV 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
DI
RCP-III 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
INV=132.8’
W/7 SY GEOFAB
2 TONS CL B RIPRAP
RCP-IV 15"
15" RCP-IV RCP-
I
I
I
15"R C P-IV 15"24" RCP-III15" R
CP-III
15" R
CP-III
15" RCP-III
36"
15" RCP-IV
15" R
CP-IV
15" RCP-IV
15" RCP-III
15" RCP-IV
RCP-IV15"
W/25 SY GEOFAB
22 TONS CL I RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILL
PLUG & FILL
P
P
SYSTEM
REMOVE
REMOVE
CB-F
15" RCP-IV
TO 102+02 LT
-Y5- STA 106+22
DITCH CLEANOUT

T
O 102+02 LT
10
6
+2
2
-
Y5-
DITC
H
CL
E
A
N
O
U
T
RE
MO
VE
SEE DETAIL H
(KEYED-IN)
W/ CL B RIPRAP
TOE PROTECTION
18" RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION RETAINSEE DETAIL O
SP. LAT. 4’ BASE DITCH
W/25 SY GEOFAB
22 TONS CL I RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
P
Submitted 9/2/2020
SSS6’ VIN
Y
L
6’ VINYL6’ VINYL 8’ CHL0.5’ CONC. CURB
GAS PUMPSMTL CANWEI
GH SCALES1S BUSW
SOIL
SOIL
CONCBST
BST BSTCONCCONC
CONCBSTBST
BST
WO
ODS
WOO
DS
s w
WO
O
D
S
WO
ODSWOODS
CO
NC
CONCCONC
WO
ODS
1SBKD
A
B
SS
MH
RIM=13
3.78’INV C=125.48’
INV B=125.62’
IN
V A=12
5.56’C FOUND
NOTEN
D
TRAPSGREASE
CONC
B
S
T
GRASS
GRASS
GRASS
GRASS
GRASS
D
K
HTR
DOG KENNEL
6’ VINYL6
’ CL &
4
SBWGRASS
C
O
N
C
C
O
N
C
GRASS CONCC
O
N
C
CO
NC
C
O
NC
CONCS
G
AT
E
S W/BK
GAT
E
BFP
S
S
BFP
6" CONC CURBBROKEN CONC CURB
30" C
&
G
24" C&G
C&G24"
6" CONC CURB
CO
NC
24" C&G
6" CONC CU RB
24" C&G
C&G24"
C&
G24"
24" C&G
24" C&G24" C&GBST
CONC
CO
NC
BST
BST
CO
NC
BST
8" CONC CURB
CUR
B
6" CONCCURB6" CONC
24" C&G
24" C&GCURB6" CONCBST
CONC I
SLCONC I
SLCONC I
SLCO
NC
CA
N
MTL
BST
BST
BST
CONC
8" PVC
A
A
B
AB
8" PVC INV A=130.92’RIM=136.78’SSMH
SSMHRIM=134.38’INV A=128.96’INV B=128.32’IN
V B=12
7.04’
INV A=12
7.16’RIM=132.93
SS
MHWOODSMTLMTLSOIL
2 S BLK B
2 S BLK B
1 S BK B
SOIL
SOIL
SOIL
SOIL
CONCSOIL48" WW & 1SB
W
48"
WW & 1SB
WWO
O
D
S
WO
O
D
S
WO
ODS
BST
BST
BST
WALL 60" WO
O
D
CO
N
C
CONC
BST
SR 1863 PEMBROKE LN VAR BST
3
6" C&G30" C&G
30" C&G
GOLDSBORO RD 28’ BST
CO
NC ISL
CO
NC ISL
CO
N
C ISL
BST
BST
BSTSR 1863 PEMBROKE LN 35’ BST3.5’ BSTRW DEED
DB 5221 PG 95
RW DEED
DB 5600 PG 688
N
C
D
OT
RIG
H
T
OF WA
Y
DB 61
73 P
G 2
9
1
NCDOT RIGHT OF WAY
DB 9368 PG 365
ACCESS EASEMENT
DB 8880 PG 349 WE
L
L
EASE
MENT
PB 121 PG 15
5
EI
PEIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIPR/W MONR/
W
M
ONR/
W
M
ON
R/W MO
NS 6353’48" E2029.
54
’
N 1238’46" E
157.38’N
78
1
7’46" W4
2
3.6
3’
S 1048’43" W
372.66’S 6328’54" E51.07’N 6041’51" W402.63’N 6041’51" W264.72’S 6037’33" E295.18’
S 3113’18" W
732.18’
S 0504’38" W
350.49’
S 0409’32" E270.78’N 0413’16" W271.41’
S 8449’54" W121.93’
S 84
5
2
’33" W125.06’
S 8442’27" W126.75’N 0352’19" E
266.23’
S 1036’12" W
263.74’
S 1037’47" W
71.78’
S 1037’47" W
446.85’
N 7
9
25’0
4
" W124.8
4’
S 0955’14" W
182.07’N 4504’48" W109.57’N 0606’27" W197.40’S 6209’14" E163.96’S 2709’13" E57.76’S 6244’40" E137.55’S 0332’34" E454.08’N 862
7’26" E252.00’S 0020’17" E133.08’S 8120’0
3" E
30.97’
S 2656’56" W
230.20’
N 8110’13" W98.15’
S 5512
’55
" W43.27
’S 5526
’13
" W
62.82
’S 86
2
6
’23" E
247.22’
N 1351’35" E
61.37’
N 1402’26" E
93.56’
N 13
58’44" E
3
0.0
2’
N 13
58’44" E
4
0.2
0’
S 2750’18" W
8.47’
S 2652’17" W
55.49’S 6311’21" E198.05’
S 2652’17" W88.39’
W
CITY OF EASTO
VER
CITY OF EASTO
VER
CITY OF EASTO
VER
60.00’EXISTIN
G R/
W
EXISTING R/
W
N 0324’16" W315.02’EXI
STI
NG R/WEXI
STI
NG R/WTC
T
TTEST STATIONTELEPHONE FIBER OPTIC
V
A
LVE
BLO
W
OF
F
VALVEAI
R RELEASE8"8"
10"
10"
8"
10"
8"
8"
8"
8"
4"
4"
4"4"FOFOFO
FO
F
O
FO FO
FO
TT
E
L
E
PHO
NE PED
PER RECORD
8"
8"
8"
E
OI
T
Century Link
Century Link, FODuke Energy ProgressCentury Link
10 ", PVC, Town of EastoverWWW
3.29’ R/W-EIP
Cable
Time Warner
CUTO
VER
LinkCentury
NCDOT RIGHT OF WAY
DB 9368 PG 365
T
T
T
S
SS
S
SS
S
S
S
INV IN: 128.15’
RIM: 133.67’
IN
V O
UT: 12
9
.57’
IN
V IN: 129.67’
RIM: 135.12’
INV O
UT: 130.03’
INV IN: 130.13’
RIM: 138.93’GRAVEL DRIVEGRAVEL DRIVEMETAL PASTURE GAT
E BSTBSTBST
BST
BST
IN
V OUT: 130.80’
IN
V IN: 13
0.85’
RIM: 13
7.65’INV O
UT: 131.46’
INV IN: 13
1.56’
RIM: 13
8.38’
VEHICLE VACUU
MDUMPSTER CAGEBSTBSTBSTISLCO
NC
INV OUT: 132.34’
INV IN(BUILDING): 132.44’
INV IN: 13
2.44’
RIM: 13
7.74’
BOLTED SHUT
8" PVC
8" PVC8" PVC
8" PVC
8" PVC
8" P
VC 8" PVC
WV
W
M
HYD
W
M
W
M
W
M
WV
4" PVC Force
Main
Elv. 12
5.37
E 207
4
7
60.2070
N 499724.5360
TH 2-1
4" PVC Force
Main
Elv. 127.14
E 20
7
4
7
40.2120
N 49
9
6
1
2.2720
TH 1-1
4"
4"4"
4"
8" HDPE Water
Elv. 117.11
E 2074
6
50.8710
N 49981
2.9050
TH 3-1
8" H
DPE
Water
Elv. 113.97
E 2074589.41
70
N 4995
7
0
.93
6
0
TH 4-1
WOODS8"4"FO
T
MTLMTL36" C&GSR 1863 PEMBROKE LN 35’ BSTEXI
STI
NG R/W18" H
DPE
15" RCP
DI
DI
DI
24" RCP
24" RCP24" RCP
CB
CBCB
CBHDPE
18"15" RCP18" RCP
15" RCP
18" RCP
18" RCP18" RCP24" RCP18" RCP18"
R
C
P
2
4" R
C
P
24" RC
P
2
4" R
C
P
18" RCP
24" RCP15" RCP18" RCP24" RCP18" RCPCB
C
B
CB18" RCPCB
C
B
CB
DI
18" CMP
CBCB36" R
CP
24" RCP
DI
2
4" R
C
P
42" RCP
6" CO
NC H
W
6" CONC H
W6" CO
NC H
WCBCBCBC
B
C
B
STR FUL
L OF
WAT
ER
BT
M CL INV=129.99’+/-STR FUL
L OF
WATER
BT
M CL INV=13
0.97’+/-
STR FUL
L OF
WATER
BT
M CL IN
V=130.43’+/-
24" RCP
S15" RCP15" CMP
15" CMP15" CMP18" RCP24" RCP24" RCP30" RCP42" RCP24" HDPE30" RCP
18" RCP
24" RCP18" RCP18" CMP CBCB15
" CMP24" RCP130130130130130130130130130 130130130130130
1401401
4
0
140
140
140 14014014014
0
14
0140
14014014014014014014014
0140140
140
14014014014014014014
0
140140
140140140140140140126.0 126.0
126.0
126.0126.0126.0126.0126.0128.0128.01
2
8.0
132.0132.0134.0134.0136.013
6.0126.0 126.0
126.0
126.012
6.0126.0126.0126.0128.0 128.0128.0128.012
8.0
12
8.0
128.0128.0128.0
128.0128.0132.0132.0132.0
132.0132.0132.0132.0132.0
132.0132.0132.0
132.0132.0132.013
2.0
132.0
132.0132.0
132.0132.0 132.0134.0134.0134.0134.0134.0134.0134.0134.0134.0134.0134.01
3
4
.0
134.0
134.0
134.0134.0134.0134.0134.0134.0134.0134.0134.0
134.0
13
4.0
134.0134.0134.01
3
4.0
134.0134.0134.0134.0134.0134.0
1
3
4.
0134.0134.0134.0134.0134.0
13
4
.0
134.0134.0134.0134.0
134.0
134
.0
13
4.0134.0134.0
1
3
4.0
134.0134.0134.0134.0134.0134.0
134.0134.0134.0
136.0136.0136.0
136.0
136.0136.0136.0136.0136.0136.013
6.0136
.0136.0136.0136.0136.0136.0136.0136.0
136.0136.0 136.0136.0
136.0
136.0 136.0136.0136.0136.0136.0136.0136.013
6.0
136.0136.0136.013
6.0136.0136.0 136.0136.0
136.0136.0
136.0136.0136.0
136.0136.0136.0136.0
1
3
6
.0 136.0136.0136.0 136.0136.0136.0136.0136.0136.0136.0
136.0136.0
136.0136
.0136.0136.0136.0
13
6.0
136.0
136.0136.0
136.0
136.0
1
3
6
.0
136.0
13
6.0138.0138.0
138.0138.0138.0
138.0138.0138.013
8.0
138.0138.0138.0138.0138.0138.0 138.013
8.0
138.0 138.0138.0138.0
138.0
138.0 138.0138.0
138.0
13
8
.0
138.0
138.0
138.0138.0138.01
3
8
.0
138.0138.0138.0138.0138.0138.0138.013
8.0
138.0138.0138.0138.0
142.0142.0142.0
142.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WN
WV
WN
WNWN
E
C Basin
EC B asin
E C B asin
10+00-Y5C-
15+00GREU TL-3 GREU TL-
3PEMBR
OKE LN.
110+00
115+0040+0045+00
5
0
+
0
0
55+00
60+00
65+00
-Y5C --Y5A-15+0020+00
25+0010
5
+00
15+00
PROP. WOVEN WIRE FENCE
C
AT-1
WIRE FENCE
PROP. WO
VEN
WIRE FENCE
PROP. WOVEN
-Y5B- POT Sta. 26+66.96
END CONSTRUCTIONRETAIN EXI
STI
NG SBGRE
T
AIN EXIST. C/A FENCE
CHORD
C
H
O
R
D
C
H
O
R
D
C
HOR
DCHORDCHORDCHORD
;
;
CH
ORDCFFF
C
C
F
F F
F
FF
FF
F
F
F
C
F
F
FF
F
F
F
F
F F FFFFFFCCCCCCFCFF
C
C
C
F
F
C
F
F
F
F
CFC
55+00.00
49+50.07
13+00.31
11+50.00
106+50.00
F
F
F

8/21/2020R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh70_con.dgnFkeysREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 19MATCHLINE -Y4- STA. 39+00.0070
TRAFFIC DIAGRAM
GOLDSBORO RD.
PAVEMENT REMOVAL
I-5986A
PLANS
GRAPHIC SCALE
NAD 83/ NA 2011
SEE SHEET 20
-Y5- STA. 105+00.00
MATCHLINE
STA. 15+00.00 SEE SHEET 71
MATCHLINE -Y5B-
COORDINATION WITH THE DEVELOPER
DESIGN SUBJECT TO CHANGE PENDING
FOR -Y5RAB- PROFILE SEE SHT. 160
FOR -Y5C- PROFILE SEE SHT. 160
FOR -Y5B- PROFILE SEE SHT. 159
FOR -Y5A- PROFILE SEE SHT. 159
FOR -Y5RT- PROFILE SEE SHT. 158
FOR -Y5LT- PROFILE SEE SHT. 158
FOR -Y4A- PROFILE SEE SHT. 152
FOR -Y4- PROFILE SEE SHT. 151
FOR -DR3- PROFILE SEE SHT. 152
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH

CONCRETE TRUCK APRON
SITE 16
SITE 21
PWMRFH10+0010+50 11+00
10+0010+5011+0011+5012+0012+50
13+00
13+50
14+00
14+50
15+00
15+50WL-3
WL-2
10+0010+5
0FSS-110+0010+50WL-7SPECTRUM CATV
DUKE ENERGY AND
NEW AERIAL POWER
SPAN GUY
NEW SPECTRUM
SPECTRUM CATV
NEW AERIAL
SPECTRUM CATV
NEW UNDERGROUND CCATV PEDESTAL
NEW SPECTRUM
SPECTRUM CATV
DUKE ENERGY AND
NEW AERIAL POWER
SPECTRUM CATV
DUKE ENERGY AND
NEW AERIAL POWER
T TTTTTTFIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
CENTURYLINK
NEW UNDERGROUND
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
FIBER OPTIC CABLES
TELECOMMUNICATIONS
NEW BORE CENTURYLINK
SITE 16
RETAI
N EXI
STI
NG SBGSEE SHEET 70MATCHLINE -Y4- STA. 39+00.0040+00RETAI
N EXI
STI
NG SBGC
HOR
DCFF

SITE 16SITE 16
SEE INSET A
ENGLISH
0
SCALE FOR INSET
50 50 100
0 200
SCALE
100 100
HC HC
CLEARING
DENOTES HAND
SHEET 17 OF 18
UTILITY PERMIT DRAWING
SEE INSET A
INSET A
SEE DETAIL KLATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMO
VE
18"
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
(EQUILIZER PIPE)
36" RCP-IV
RE
MO
V
E
&
G
T
D
RE
MO
V
E
P
P
W/ FLOWABLE FILLPLUG & FILL
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
REMO
V
E
RE
MO
VE
RE
MO
VE
CB-E
DI
INV=131.9’
INV=131.2’
15" RCP-IV CB-G
CB-F
P
P
W/ FLOWABLE FILLPLUG & FILL
& PIPE
REMOVE CBs
R
E
MOVE
INV=127.6’
IN
V
=127.2’W/5
0 S
Y
GE
OF
A
B
26 T
O
N
S CL I RIPR
AP
Adj. CB
CB-F
CB-F
15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV CB-F
CB-F
DI
DI
DI
DI
HW
RCP-IV
15"
RE
MO
V
E
RE
MO
V
E
RE
MO
VE
GRADE TO DRAINGRADE TO DRAI
NGRADE TO DRAI
NREMOVE SYSTEMRETAIN
S
YSTE
MRET
AIN
SYSTEMRETAIN
SYSTEMRETAINSYSTEMRETAI
NRETAIN
INV=127.9’
SEE DETAIL W
BASE DITCH
STANDARD 10’REMOVE18
"
18" RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE
SYSTEM
REMOVE REM
OVE
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
W/14 SY GEOFAB
5 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP24" RCP-IIIINV=135.2’
INV=129.0’
24" RCP-III
W/14 SY GEOFAB
5 TONS CL B RIPRAP
DI
DI
DI
DI
15" R
CP-III
15" RCP-III W/7 S
Y
G
E
OF
A
B
2 T
O
NS C
L B
RIPR
AP
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL A
SP. LAT. V DITCHRETAIN
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RCP-IV24" 4
8" RCP-I
VSEE DETAIL O
BASE DITCH
SP. LAT. 4’
DI
DI
INV=134.3’
DI
DI
DI
DI
DI
DI
DI
INV=132.4’
DI
INV=127.6’
DI
15" RCP-IV
15" R
CP-IV
15" RCP-IV
RCP-IV 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
DI
RCP-III 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
INV=132.8’
W/7 SY GEOFAB
2 TONS CL B RIPRAP
RCP-IV 15"
15" RCP-IV RCP-
I
I
I
15"R C P-IV 15"24" RCP-III15" R
CP-III
15" R
CP-III
15" RCP-III
36"
15" RCP-IV
15" R
CP-IV
15" RCP-IV
15" RCP-III
15" RCP-IV
RCP-IV15"
W/25 SY GEOFAB
22 TONS CL I RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILL
PLUG & FILL
P
P
SYSTEM
REMOVE
REMOVE
CB-F
15" RCP-IV
TO 102+02 LT
-Y5- STA 106+22
DITCH CLEANOUT

T
O 102+02 LT
10
6
+2
2
-
Y5-
DITC
H
CL
E
A
N
O
U
T
RE
MO
VE
SEE DETAIL H
(KEYED-IN)
W/ CL B RIPRAP
TOE PROTECTION
18" RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION RETAINSEE DETAIL O
SP. LAT. 4’ BASE DITCH
W/25 SY GEOFAB
22 TONS CL I RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
P
Submitted 9/2/2020
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)16Overhead power: WN*0.37321 -Y5C- 23+55 - 24+62 RTOverhead power: WV0.07222 -Y5FLY- 60+09 - 62+54 RTOverhead power: WW0.20428 -L- 395+04 - 398+40 LTOverhead power: WAG*0.22430 -L- 424+05 - 426+04 LTOverhead power: WAK*0.058-L- 430+62 - 435+09 LTOverhead power: WAL*0.19647 -L- 759+32 - 776+24 RTOverhead power: WBD0.092Overhead power: WBE*0.048TOTALS*:0.000 0.000 0.000 0.000 1.267 0.00 0.00 0 0 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 18OF 188/21/2020Cumberland / Harnett CountiesNC DEPARTMENT OF TRANSPORTATIONI-5986A / I-5877* Denotes proposed 2' diameter power pole will be used at 3.1sqft per pole, permanent fill in wetlands Site 16: 4 poles= 12.4sqft Site 28: 1 pole= 3.1sqft WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS Site 30: 2 poles= 6.2sqft Site 47: 1 pole= 3.1sqftTotal= 25sqft permanent fill in wetlands-Y4- 32+97 - 33+91 RT & -Y4- 37+51 - 41+72 RTSubmitted 9/2/2020
.10U.E.B.
U.E.B.RidgeMelstone
SR1824-Links46223&43296
Access
Rd.MingoSwampMingoSw ampMingoSwampAirfield
Military
Bragg
Fort
Stevens
Pond
82Creek
Cr
eekCanalMcLeod
Ch.
210
.03.05.32.5424
87
217
.20
.49210
210
VEHICLE VACUUM
129.38129.6
3129.0
3128.7
7129.78129.82129.1
6 129.42129.4
3
129.45
129.8
6
130.1
2
130.34
130.3
1
129.8
0
129.42
129.51129.35129.33129.14129.07128.96129.24
129.27 129.05
129.18
129.
2
5
129.49
129.55
129.6
9
129.19
121.87 129.67
129.4
5
129.3
6128.78129.18129.2
6
128.9
7
129.34129.07128.90
128.9
4
128.7
4
128.96
128.5
9
128.54
128.04
128.1
7
127.7
4
127.47
127.2
9
127.30
124.10
120.57
121.68
124.0
7
128.42
131.81
131.52
129.3
0
128.7
3
125.67
123.69 123.6
1
123.6
1 123.96
123.7
6
123.7
3
128.3
8
128.61128.41
128.3
3
128.0
4
128.0
1
129.30
128.3
2
128.3
4
128.3
2
127.54
123.87
123.
4
5
123.21
123.2
9
123.
3
8
123.68
123.64
122.93
122.6
0
122.4
4
126.19125.61
128.0
5
128.2
1 129.28
129.20
131.03
130.76
132.4
5
132.98
129.61
131.20
128.2
4
130.0
4
130.58
130.60
129.
5
8
128.8
7
128.6
7 129.6
9 130.07
129.42
133.97 132.58
130.54
127.73127.78
130.8
2129.84129.77
126.19
124.
8
3
127.86
128.7
5
126.9
3
123.60
124.
2
4 129.
4
8128.89
126.9
7 127.79
127.9
3
-857.93
-856.16-860.48-860.76
-857.95132.44
133.08132.
9
2
133.2
1
133.
9
1
-859.04
-857.81132.4
9
131.08130.53
131.96
118.40
125.13 127.6
1
127.
9
5
127.0
2
127.1
8 127.8
2 128.
7
0
128.7
3
128.7
0 128.98 128.
8
2 128.1
3 128.27
130.27130.63
130.9
3
130.
7
9
130.6
6
128.07 128.01 128.13 128.50 128.94 129.01
129.13 128.83
128.90
129.1
3
128.8
4
128.84 128.92
128.81 129.3
3
129.0
7
129.0
6
129.17
129.54
129.22129.6
4129.35129.56
129.6
3
129.42
129.31
129.
2
8
129.28
129.3
4
129.3
5
129.10129.24
129.18 129.44
129.32129.2
1
128.6
9
128.
8
4
129.0
7
128.86 128.73
129.0
0
128.9
3
128.7
3
128.4
4
128.3
7
128.5
5
128.5
2
128.3
2
129.0
4
128.85 129.77 129.
3
9
129.73 129.47
129.33129.20
129.
2
7
129.2
4
129.21129.35129.60129.7
1
130.3
7
145.36
147.20
4" PVC Force Main
Elv. 125.37
E 2074760.2070
N 499724.5360
TH 2-1
4" PVC Force Main
Elv. 127.14
E 2074740.2120
N 499612.2720
TH 1-1
8" HDPE Water
Elv. 117.11E 2074650.8710
N 499812.9050
TH 3-1
8" HDPE Water
Elv. 113.97
E 2074589.4170
N 499570.9360
TH 4-1
BARRELS2 8’H x 8’W
125.549
4" PVC Force Main
Elv. 125.37
E 2074760.2070
N 499724.5360
TH 2-1
4" PVC Force Main
Elv. 127.14
E 2074740.2120
N 499612.2720
TH 1-1
8" HDPE Water
Elv. 117.11E 2074650.8710
N 499812.9050
TH 3-1
8" HDPE Water
Elv. 113.97
E 2074589.4170
N 499570.9360
TH 4-1
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
SECTION 2
SR 1005
SMITHFIELD RD.
-Y6-
SR 1815
WADE-STEDMAN RD.
-Y7-
ELVA WALLACE RD.
-SR3-
JT MATTHEWS RD.
-Y20-
SR 1813
PERCY STRICKLAND RD.
-Y8-
SECTION 2
-Y7C- Sta. 13+41.55
BEGIN BRIDGE
-Y7C- Sta. 15+19.55
END BRIDGE
BEGIN CULVERT
END BRIDGE
25
7
2
73
2626 27 28 29 30 31 7475
32
33 34 35 36 377638
76A
39 40 41 42 41 44 45
-Y8- Sta. 25+10.55
-Y8- Sta. 22+91.93
BEGIN BRIDGE
-Y6- Sta. 21+02.67
BEGIN BRIDGE
-Y6- Sta. 22+92.53
END BRIDGE
-L- Sta. 304+00.00
-L- Sta. 304+30.00
END CULVERT
-L- Sta. 354+95.00
BEGIN CULVERT
-L- Sta. 355+05.00
END CULVERT
-L- Sta. 422+44.10
END CULVERT
-L- Sta. 422+56.72
BEGIN CULVERT
-L- Sta. 540+41.88
BEGIN CULVERT
-L- Sta. 540+49.91
END CULVERT
GORDON WILLIAMS RD.
-SR5A-
GORDON WILLIAMS RD.
-SR5C-
WILLIAMS RD.
GORDON
-SR5B-
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
HYDRAULICS
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.048 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.368 MILES

TO BUD HAWKINS ROAD (SR 1811) EXIT 70
-L- POT STA. 776+00.00
BEGIN TIP PROJECT I-5877
-L- POT STA. 776+03.71
END TIP PROJECT I-5986A 80SECTION 2 SECTION 3
NC 82
GODWIN-FALCON RD.
-Y9-
GORDON WILLIAMS RD
-SR5-
SR 1806
SHERRILL BAGGETT RD.
-Y10-BLACK RIVERSR 1804
RHODES POND ROAD
-Y11-
-Y9B- Sta. 13+74.82
BEGIN BRIDGE
-Y9B- Sta. 15+48.82
END BRIDGE
-Y10- Sta. 20+89 +/-
BEGIN BRIDGE
-Y10- Sta. 22+83 +/-
END BRIDGE
-Y11- Sta. 24+07.66
BEGIN BRIDGE
-Y11- Sta. 25+75.66
END BRIDGE
2. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
NOTES:
LEITHA LN.
-Y21-
46 47 7748
7
8
49 50 51
7952 53 54 55 568157
82
58 59 60 61 62
-L- Sta. 676+92.35
BEGIN BRIDGE -L- Sta. 678+94.43
END BRIDGE
10+00
25 50 10050
25 50 10050
5 10 20 10
0
0
0
PROFILE (HORIZONTAL)

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
8/24/2020R:\Roadway\Proj\I-5986A_Rdy_tsh_Sec1.dgnaheflerCONTRACT:TIP PROJECT:ART
ME
NN ASO H
DEPTO F TRA SPORTTIONTATEOFNRTCARO
LI
NANCDOT CONTACT
PROJECT LENGTH

VICINITY MAP (NTS)
LETTING DATE:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
DESIGN
ROADWAY
ENGINEER
HYDRAULICSNAD 83/2011PROJECT ENGINEER - DESIGN-BUILD UNIT
47532.3.2
NHP-0095(057)
301
401
BUS
401
BYP
401
BUS
401
BYP
13
401
401
401
301
Bonnie Doone
C
SX
R
ail
roadA
b
erd
een
&
R
a
ilroad
Rock
fish
Branson
Cape Fear
Railways
FortBragg
Reservation
Military
LITTLE RIVER
Slocomb
CAPEFEARRIVER
Lake
Kornbow
Rose
Lake
Railroad
CS
X
Lake
Doone
Bonnie
Eastover
FAYETTEVILLE CAPEFEARRIVERRIVERCAPEFEARGodwin
Wade
Branson
Lake
Falcon
Linden
Spring Lake
401
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
C204283I-5986AI-5986A
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.048 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.368 MILES
FUNC CLASS: INTERSTATE
* (TTST 13% + DUALS 5%)
Michael Penney, PE
AUGUST 20, 2019
2018 STANDARD SPECIFICATIONS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
BEGIN TIP PROJECT
I-5986A
END TIP PROJECT
CUMBERLAND COUNTY
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
TO NC 24 EXIT 52
4
71
NAD 83/ NA 2011
-LNB- POT STA. 12+00.00
-LSB- POT STA. 12+00.00
BEGIN TIP PROJECT I-5986A
-LNB- POT Sta. 129+28.86 (13’ RT)
-L- POT Sta. 79+78.98 =
-LSB- ST Sta. 130+34.61 (13’ LT)
-L- POT Sta. 80+40.84 =
SR 1832
MURPHY RD.
-Y-
I-95 BUS.
-Y1NB-
SR 1831
BAYWOOD RD.
-Y3-US 301
DUNN RD.
-Y14-
NC 295
AIRBORNE & SPECIAL OPERATIONS HIGHWAY
-Y5-
SR 1863
PEMBROKE LANE
-Y4-
I-95 BUS
-Y1SB-
US 13
GOLDSBORO RD.
-Y5-
SECTION 1 SECTION 2
SECTION 2 SECTION 3
SECTION 2 SECTION 3
REESE CREEK
-Y5- Sta. 76+01 +/-
BEGIN BRIDGE
-Y5- Sta. 77+08 +/-
END BRIDGE
-Y5LPD- Sta. 24+16.04
BEGIN BRIDGE
-Y5LPD- Sta. 26+72.08
END BRIDGE
= 75 MPH
= 18% *
= 7%
= 55%
= 73,800
= 56,700
V
T
D
K
ADT 2040
ADT 2018 NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
5 6 7 8
9
63
10 1164
6512 13 14 15 16 17 18 1969
70
20
21 22
23 24 25686766HARNETT CO
.CUMBERLAND
CO
.Creek
Michael T. Merritt, PE
Anthony A. Houser, PE
See Sheets 1C-1 Thru 1C-8, 1C-22 Thru 1C-25, 1C-28 For Survey Control Sheets
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
-Y3- Sta. 19+82.59
BEGIN BRIDGE
-Y3- Sta. 21+84.59
END BRIDGE
2. DESIGN EXCEPTION FOR HORIZONTAL CLEARANCE -L- STA. 201+50.00 TO 208+50.00
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTES
PROP. SIGN
PROP. SIGN
SR 1861
POVERTY FLATS ROAD
NHP-0095(057)
47532.2.2
PE, UTIL., CONST.
R/ W
OFFSITE DETOUR
301
13
95
95
DATE: 8/18/2020
SUBMITTAL NO.: S-113
SECTION 2-TEMPORARY ALIGNMENTS
95
95
95
87
210
24
24
24
95
BUS
210
87
24
87
24 210
295
87
24
210
24
87
210
82
82
82
295
95
95
95
95
PROJECT LENGTH
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
NAD 83/ NA 2011
POINT
GRADE
POINT
GRADE
POINT
CROWN CROWN
POINT
POINT
CROWN
POINT
GRADE
*
*
POINT
GRADE
POINT
CROWN
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec1.dgnahefler0.040.04
6:1
0.020.02 0.025 0.025
0.04
0.020.020.025 0.025
0.04
12’12’12’12’13’14’
17’ W/GR
13’12’12’12’12’14’
17’ W/GR
FDPS FDPS
FOR CUTSHINGE POINTK
D2
J3
USE TYPICAL SECTION NO. 4
L -L- I-95 C
J3
12’12’
T
J3
C8C8
W
E5
W
U
K
E5 E5
K
R4
18’
6’’6’’
6’10’4:13:16
:1
GROUND
EXISTING
GROUND
EXISTING
Y YY Y
GROUND
EXISTING 3:16
:1
GROUND
EXISTING
TFOR FILLSHINGE POINT C7
U
Y
30’
TYPICAL SECTION NO. 2
1.5’’
USE TYPICAL SECTION NO. 2
Y
0.040.020.025
0.04
12’14’
17’ W/GR
FDPS
K
J3
12’
C8
E5
W
U
D2
6’’
Y
12’
6’’
3:1
6:1
FDPS
FOR FILLSHINGE POINT GROUND
EXISTING
GROUND
EXISTING
30’
TYPICAL SECTION NO. 1 FOR CUTSHINGE POINT18’
T
6’10’
4:1
3:1
6:1
GROUND
EXISTING
GROUND
EXISTING
22.5’’
GRADE TO THIS LINE
GRADE TO THIS LINE 6:114’
17’ W/GR
Y
E5
T
USE TYPICAL SECTION NO. 1
D2
E5
GRADE TO THIS LINE
GRADE TO THIS LINE
GRADE TO THIS LINE
U
24’ TO 36’
VAR.
48’48’
18’18’24’24’31’31’
24’12’
VAR. 30’ TO 13’
-L- STA. 79+78.98 TO 80+40.84
0.04 0.02 0.02 0.0250.025
0.04
12’12’14’
17’ W/GR
FDPS
K
J3J3
12’
C8
E5
W
U K
D2
6’’
Y
12’
6’’3:16
:1
FDPS
FOR FILLSHINGE POINT GROUND
EXISTING
GROUND
EXISTING
30’
TYPICAL SECTION NO. 3FOR CUTSHINGE POINT18’
T
6’10’4:13:16
:1
GROUND
EXISTING
GROUND
EXISTING
12’12’
GRADE TO THIS LINE
GRADE TO THIS LINE
6:1
14’
17’ W/GR
USE TYPICAL SECTION NO. 3
YE5
T
48’
24’16’32’
EXIST.EXIST.
GROUND
EXISTING
GROUND
EXISTING
D3
D3
D3
D3 D3D3
0’ TO 12’
VAR.12’
C8
D3
C8
J3K
12’ TO 24’
VAR.
EXIST.3:1 MAX3:1 MAX
C8
C8
N
N
N N
N
NN
4" TYPE I19.0C
EARTH
D3
E5
K
T
U
5.5" TYPE B25.0C
J3 10’’ ABC
EXISTING PAVEMENT
W WEDGING
Y MILLED RUMBLE STRIPS
C8 3" TYPE S9.5D
3" TYPE I19.0CD2
R4
SUBGRADE
12" TYPE 1 AGGREGATE
N PAVEMENT STABILIZATION
GEOTEXTILE FOR
(I-95 Southbound)
-LSB-
-LNB- STA. 12+00.00 TO 105+00.00
-LNB- STA. 105+00.00 TO 119+10.00
(I-95 Northbound)
-LNB-
(I-95 Southbound)
-LSB-
(I-95 Northbound)
-LNB-
-LSB- STA. 119+50.00 TO 130+34.61
-LNB- STA. 119+10.00 TO 129+28.86
0.025
TYPICAL SECTION NO. 4
(I-95 Northbound)
-LNB-
-LSB- STA. 12+00.00 TO 119+50.00
TYPE T BARRIER
OVERLAY EXISITNG LANES AND SHOULDERS
VARIABLE
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
22.5’’
22.5’’
22.5’’22.5’’
22.5’’
22.5’’22.5’’
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2A-5I-5986A
PAVEMENT
C7 1.5" TYPE S9.5D
POINT
9"
CROWN
POINT
CROWN POINT
GRADE
POINT
GRADE
POINT
GRADE
POINT
CROWN CROWN
POINT
9"
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec1.dgnaheflerROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2A-6
USE TYPICAL SECTION NO. 5
TYPICAL SECTION NO. 6
CL
12’12’
C1
U
THIS LINE
GRADE TO
TJ1
VARIES
-Y- MURPHY ROAD
EX
ISTIN
G
EXISTING EXISTING
C2C1
12’12’
USE TYPICAL SECTION NO. 6
USE TYPICAL SECTION NO. 7A
12’
4’
C7
CL
PS PS
4’
4’
EXISTING
EXISTING EXI
STI
N
G
TYPICAL SECTION NO. 7A
VARIESVARIES
U
12’
4’
C8
CL
PS PS
4’
4’
TYPICAL SECTION NO. 7B
VARIESVARIES
U
-YRPA-, -YRPB-
W
0.02
0.08
0.04
USE TYPICAL SECTION NO. 7B
-YRPB- STA. 14+88.00 TO 18+00.00
-YRPA- STA. 14+65.00 TO 19+00.00
-YRPB- STA. 18+00.00 TO 27+01.46
-YRPA- STA. 19+00.00 TO 24+03.77
1.5" OF S9.5D (C7)
OVERLAY -YRPC- AND -YRPD- WITH
-Y- STA. 16+21 +/- (EXISTING BRIDGE) TO 19+83.13
-Y- STA. 10+05.90 TO 13+61 +/- (EXISTING BRIDGE)
LOCATIONS
SEE PLANS FOR PAVED SHOULDER WIDENING 3:1
M
A
X
3:1 MAX
-YRPA-, -YRPB-, -YRPC-, -YRPD-
I-5986A
PAVEMENT
EARTH
C7
K
T
U
J3 10’’ ABC
EXISTING PAVEMENT
W WEDGING
Y MILLED RUMBLE STRIPS
C1
3" TYPE S9.5BC2
R4
SUBGRADE
12" TYPE 1 AGGREGATE
N PAVEMENT STABILIZATION
GEOTEXTILE FOR
0.040.04
6:1
0.020.02 0.025 0.025
0.04
0.020.020.025 0.025
0.04
12’12’12’12’13’14’
17’ W/GR
13’12’12’12’12’14’
17’ W/GR
FDPS FDPS
FOR CUTSHINGE POINTK
D2
J3
L -L- I-95 C
J3
TYPICAL SECTION NO. 5
12’12’
T
J3
C8C8
W
E5
W
U
K
E5 E5
K
R4
18’
6’’6’’
6’10’4:13:16
:1
Y YY Y
GROUND
EXISTING 3:16
:1
GROUND
EXISTING
TFOR FILLSHINGE POINT 30’
D2
E5
GRADE TO THIS LINE
GRADE TO THIS LINE
GRADE TO THIS LINE
U
48’48’
18’18’24’24’31’31’
D3 D3 D3
NNN
-L- STA. 80+40.84 TO 280+00.00
4" TYPE I19.0CD3
E5 5.5" TYPE B25.0C
3" TYPE I19.0CD2
1.5" TYPE S9.5B
C8 3" TYPE S9.5D
1.5" TYPE S9.5D
J1 6" ABC
10’ TO 15’
EXISTING
THIS LINE
GRADE TO
J1T
C2
VARIES
10’ TO 15’
(I-95 Southbound)
-LLT_SEC1-
(I-95 Northbound)
-LRT_SEC1-
TYPE T BARRIER
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
22.5’’22.5’’
22.5’’22.5’’
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2. USE 4:1 SLOPES INSIDE INTERCHANGE
1.SEE PLANS FOR LOCATION OF AUXILIARY LANES, AND TAPERS
NOTES:
GROUND
EXISTING
GROUND
EXISTING
POINT
GRADE
POINT
CROWN
POINT
GRADE
10’’
POINT
GRADE
6’’
10’’10’’
GRADE
POINT
7.5"7.5"
10’’6’’
12’’
6’’
6’’6’’
POINT
CROWN
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec1.dgnaheflerROADWAY DESIGN
ENGINEER ENGINEER

SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2A-7
12’12’
4’
C8
14’
0.020.02
W
CL
0.04
PS
12’
PS
U
-Y3- STA. 24+00.00 TO 25+00.00
-Y3- STA. 16+00.00 TO 18+00.00
12’12’
4’
C7
CL
PS
VARIES
EXISTING
EX
IS
T
IN
G
PS
VARIES
VARIES
EXISTING
-Y1SB-, -Y1NB- (I-95 BUS.)-Y1SB- (I-95 BUS.)
U
-Y1SB- STA. 17+77.00 TO 18+50.003:1
M
AX
3:1 MAX
6:1
18’6’
FDPS
10’FOR FILLSHINGE POINT FOR CUTSHINGE POINT 30’12’12’4:
1
4’
FDPS(3:1 MAX)VAR. SLOPE 6:1C8
D3
E1T
K
GROUND
EXISTING
VAR. SLOPE
GROUND
EXISTING
3:16:14’
12’14’
17’ W/GR
0.02 0.02 0.02 0.02
0.08
CL
TYPICAL SECTION NO. 10
TUSE TYPICAL SECTION NO. 10
-Y1NB- STA. 48+77.00 TO 53+27.00
0.04
-Y1NB- (I-95 BUS.)
FDPS FOR FILLSHINGE POINT 12’12’
4’
FDPSC8
D3
T
4’
12’14’
17’ W/GR
0.02 0.02 0.02 0.02
0.08
E1
K
D3
E1
U
W
TYPICAL SECTION NO. 9
CL
30’3:16
:1
GROUND
EXISTING
GROUND
EXISTING
THIS LINE
GRADE TO
THIS LINE
GRADE TO
USE TYPICAL SECTION NO. 9
6:1FOR CUTSHINGE POINT 18’6’10’4:13:16
:1GROUND
EXISTING
GROUND
EXISTING
0.04
-Y1NB- STA 42+09.48 TO STA 48+77.00
-Y1NB- STA. 30+30+/- (END EXISTING BRIDGE) TO 42+09.48
-Y1NB- STA. 10+00.00 TO 26+20+/- (BEGIN EXISTING BRIDGE)
AT DUNN ROAD)
(MILL & FILL I-95 BUS. EXIT RAMP / ENTRANCE LOOP
-Y1SB- STA. 18+50.00 TO 44+74.96
I-5986A
R/W SHEET NO.
N
K
N
N
PAVEMENT
CL
12’12’
0.020.02
T
C2
E3 E3
THIS LINE
GRADE TO
THIS LINE
GRADE TOFOR CUTSHINGE POINT 6’10’4:13:16
:1
GROUND
EXISTING
12’
6:1
-Y3- Baywood Road
30’FOR FILLSHINGE POINT 0.08
2’
FDPS
0.08
4" TYPE I19.0C
EARTH
C7
D3
E1
K
T
U EXISTING PAVEMENT
W WEDGING
1.5" TYPE S9.5D
C8 3" TYPE S9.5D
SUBGRADE
12" TYPE 1 AGGREGATE
N PAVEMENT STABILIZATION
GEOTEXTILE FOR
3" B25.0C
6
:1
3:1GROUND
EXISTING
GROUND
EXISTING
2’
FDPS
USE TYPICAL SECTION NO. 8A
TYPICAL SECTION NO. 8A
TYPICAL SECTION NO. 8B
USE TYPICAL SECTION NO. 8B
E3 4.5" B25.0C
8’
11’ W/GR
8’
11’ W/GR
0.020.02
W
USE INSET A
INSET A
FOR FILLSHINGE POINT FDPS
D3
E1
30’3:16
:1
GROUND
EXISTING
GROUND
EXISTING
K
N
14’MATCHLINE AMATCHLINE ANOISE WALLVARIABLE
12’
-Y1NB-
20.5’
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
T
GROUND
EXISTING
GROUND
EXISTINGTHIS LINE
GRADE TO
THIS LINE
GRADE TO
C8
THIS LINE
GRADE TO
R3
CL
12’12’
C2
U
EXISTING EXISTING
EXISTING EXISTING
EXISTING EXISTING
-Y3- Baywood Road
-Y3- STA. 25+00.00 TO 28+39.12
-Y3- STA. 15+00.00 TO 16+00.00
USE TYPICAL SECTION NO. 11B
C2 3" TYPE S9.5B
TYPICAL SECTION NO. 11B
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2. USE 4:1 SLOPES INSIDE INTERCHANGE
1.SEE PLANS FOR LOCATION OF AUXILIARY LANES, AND TAPERS
NOTES: MATCHLINE A-Y1NB- STA. 53+27.00 TO 59+50.09
USE -L- PAVEMENT DESIGN
-Y1NB- STA. 49+26.75 TO 59+50.09
R3 CONCRETE BARRIER
SINGLE FACED
V1 1.5" MILLING
V1
TYPICAL SECTION NO. 11A
USE TYPICAL SECTION NO. 11A
POINT
GRADE
POINT
GRADE
POINT
7.5"
GRADE
POINT
GRADE
POINT
GRADE
6’’
6’’
POINT
GRADE
POINT
GRADE
6’’
*
***
**
C&G
1’-6’’
C&G
1’-6’’
6’’
C&G
1’-6’’
C&G
1’-6’’
12’’12’’
12’’12’’
VAR
VAR
VAR VAR
6’’
6’’6’’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec1.dgnaheflerROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CL
6
:1
C7
U
FDPS
4’
6’
12’
6:1
0.02
0.04
T
12’
FDPS
4’
6’
12’
C7
W
15’ W/GR
12’
TYPICAL SECTION NO. 13
THIS LINE
GRADE TO
2A-8
FOR CUTSHINGE POINT 18’6’10’4:13:16
:1
GROUND
EXISTING
GROUND
EXISTING
TYPICAL SECTION NO. 12
CL
12’12’
0.020.02
C2
E3 E3
THIS LINE
GRADE TO
THIS LINE
GRADE TO
GROUND
EXISTINGFOR CUTSHINGE POINT 6’10’4:13:16
:1
GROUND
EXISTING
12’
6:1
-Y3- Baywood Road
30’
USE TYPICAL SECTION NO. 12FOR FILLSHINGE POINT 0’-12’
VAR.3:1 TO 6:1V
A
R.
W
C8D3E4
K
12"
6:1
USE TYPICAL SECTION NO. 13
22’22’
WB
12’
EB
CL
C7
12’
0.02
TYPICAL SECTION NO. 14
12’12’
C7
U
15’ W/GR
12’3:1 TO 6:1V
A
R.
22’22’12’
D3
E4
K
D3
E4
K
USE TYPICAL SECTION NO. 14
CL
12’
6:1
0.02
12’
15’ W/GR
TYPICAL SECTION NO. 15FOR CUTSHINGE POINT 18’6’10’4:13:16
:1
12’12’
C4
U
15’ W/GR
12’22’22’
U
12’
0’-12’
VAR.
E4
D3
E4
USE TYPICAL SECTION NO. 15
TRANSITION 22’ - 14.2’TRANSITION 22’ - 18.3’
0.02
WW
C4
C4
PS
10’
FDPS
10’
PS
10’
PS
4’ TO 10’
PS
4’ TO 10’
WB EB
WB EB
15’ W/GR
12’
3:1 TO 6:1VAR.
PS
10’
W
0.04
12’
I-5986A
N
N N
PAVEMENT
0.08 0.08
C4
4" TYPE I19.0C
EARTH
D3
E3
R1
T
U EXISTING PAVEMENT
W WEDGING
C8 3" TYPE S9.5D
C2 3" TYPE S9.5B
T
E4 5" B25.0C
4.5" B25.0C
-Y3- STA. 21+84.59 (END BRIDGE) TO 24+00.00
-Y3- STA. 18+00.00 TO 19+82.59 (BEGIN BRIDGE)
-Y5- STA. 88+00.00 TO 94+74.74 (BEGIN BRIDGE)
GROUND
EXISTING
6
:1
3:10.02
R1
0.02 0.02
0.02
R1
W
0.04
0.04
2’
FDPS
2’
FDPS
-Y5- STA. 38+00.00 TO 76+01 +/- (BEGIN BRIDGE)
0.020.02
-Y5- STA. 104+60.00 TO 106+89.00 (EB)
-Y5- STA. 102+20.00 TO 106+89.00 (WB)
-Y5- STA. 97+12.74 (END BRIDGE) TO 104+60.00 (EB)
-Y5- STA. 97+12.74 (END BRIDGE) TO 102+20.00 (WB)
K
SUBGRADE
12" TYPE 1 AGGREGATE
N
PAVEMENT STABILIZATION
GEOTEXTILE FOR
AND GUTTER
1’6" CONCRETE CURB
8’
11’ W/GR
8’
11’ W/GR
-Y5- NC 295 / US 13
V3 INCIDENTAL MILLING
15’ W/GR
U
V3
-Y5- NC 295 / US 13
3:1 TO 6:1V
A
R.
-Y5- US 13
0.02 0.02
1.5" TYPE S9.5C
C5 3" TYPE S9.5C
C8 C8
C5
D3
C5
R1
R1
U
-Y5- STA. 77+08 +/- (END BRIDGE) TO 88+00.00
FOR LOCATIONS
OUT - SEE PLANS
LANE TO BE STRIPED
FOR LOCATIONS
OUT - SEE PLANS
LANE TO BE STRIPED
FOR LOCATIONS
OUT - SEE PLANS
LANE TO BE STRIPED
FOR LOCATIONS
OUT - SEE PLANS
LANE TO BE STRIPED
FOR LOCATIONS
OUT - SEE PLANS
LANE TO BE STRIPED
FOR LOCATIONS
OUT - SEE PLANS
LANE TO BE STRIPED
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
GROUND
EXISTING
30’FOR FILLSHINGE POINT VAR. 3:1 TO 6:1
0.040.04
IN THE MEDIAN
SEE PLANS FOR GUARDRAIL\GUIDERAIL LOCATIONS
IN THE MEDIAN
SEE PLANS FOR GUARDRAIL\GUIDERAIL LOCATIONS
-Y5- Sta. 38+00.00 to 64+00.00 RT.
SHEET 2A-3 FOR PAVED SHOULDER MILLING
SEE DETAIL OF INCIDENTAL MILLING ON
0.02
THIS LINE
GRADE TO
THIS LINE
GRADE TO
THIS LINE
GRADE TO
THIS LINE
GRADE TO
C7 1.5" TYPE S9.5D
GROUND
EXISTING
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2. USE 4:1 SLOPES INSIDE INTERCHANGE
1.SEE PLANS FOR LOCATION OF AUXILIARY LANES, AND TAPERS
NOTES:
GROUND
EXISTING
GROUND
EXISTING
POINT
GRADE
POINT
GRADE
POINT
GRADE
6’’
POINT
GRADE
POINT
CROWN
POINT
GRADE
10’’
12’’12’’
12’’
18’
3:1
10’
5’
9’’
18’
3:1
GRADE
POINT
42.75’10’
6"
9"9"
18’3:110’
5’
18’3:1GRADE
POINT
42.75’10’
6"
9"
6"6"
12’
2’2’
12’
12.75’12.75’75’75’
1.5’1.5’1.5’1.5’
9’’
9’’9’’9’’
6"
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec1.dgnaheflerROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2A-9
12’
6:1
0.02
TYPICAL SECTION NO. 16FOR CUTSHINGE POINT 18’6’10’4:13:16
:1
GROUND
EXISTING
GROUND
EXISTING
12’12’
C5
U
U
12’
USE TYPICAL SECTION NO. 16
0.02
C4W
C4
WB EB
ISLAND LOCATIONS
SEE PLANS FOR
CL
TYPICAL SECTION NO. 17
12’
USE TYPICAL SECTION NO. 17
0.02
ISLAND LOCATIONS
SEE PLANS FOR
14.2’ TO 4.2’
VAR.
18.3’ - 24.4’
VAR.
NOT UNIFORM
24.4’ - 0’
VAR.
8’
FDPS
4’
D3
E4
0.08
38’ - 20’
VAR.
0’ - 28’
VAR.
8’
E4
10’
3:1 TO 6:1VAR.
R2
USE INSET G
PS
4’
0.08
GROUND
EXISTING 3:16
:1
GROUND
EXISTING FOR FILLSHINGE POINT 30’
8’
GROUND
EXISTING 3:16
:1
GROUND
EXISTING
30’FOR FILLSHINGE POINT FDPS
5’
6:1
0.02
FOR CUTSHINGE POINT 18’6’10’4:13:16
:1
GROUND
EXISTING
GROUND
EXISTING
U
12’
C5
FDPS
5’
8’
30’ - 12’
VAR.
24’ - 14’
VAR.
R6
D3
E4
D3
E4
C5
W R6
0.040.04
0.020.020.025 0.025
0.04
12’12’12’12’13’14’13’
K
J3
-SBL-
-L- I-95
J3
C8
E5
W
U
K
R4
Y
Y
D2
E5
GRADE TO THIS LINE
48’
6:1
18’6’10’12’
4:
1(3:1 MAX)VAR. SLOPE 6:1K
14’
0.02
CL
0
.04
4’
0.04
-Y5RPA-
R4
3’
C8
D3
E1
FDPS
12’
17’ W/GR
14’
E1
D3
GRADE TO THIS LINE
E5
D3
C8
USE TYPICAL SECTION NO. 19
I-5986A
N
N
PAVEMENT
4" TYPE I19.0CD3
R2
U EXISTING PAVEMENT
W WEDGING
C4
R6
E5
2’-6" C&G
KEYED-IN
5" MONOLITHIC ISLAND
TYPICAL SECTION NO. 19
-Y5A- STA. 109+51.53 TO 114+74.89
-Y5B- STA. 10+74.36 TO 17+50.00
-Y5A- STA. 109+51.53 TO 114+10.28 (WB)
CL -Y5- US 13
0.02
-Y5A- US 13
1.5" TYPE S9.5C
C5 3" TYPE S9.5C
EARTHT
W T
T
T T
C4
C4
W
T
NMATCHLINEMATCHLINE0.02
0.02
R7
E4
GRADE TO THIS LINE
0.02
T D3
R1
R1
R8
R9
CL
J1
C5
J3
R1 1’-6" C&G
R8
R9 4" CONCRETE COVER
(-Y5- ROUNDABOUT)
-Y5RAB- STA. 10+00.00 TO 14+71.24
-Y5- STA. 106+89.00 TO 109+51.53 (WB & EB)
FOR LOCATIONS
OUT - SEE PLANS
LANE TO BE STRIPED
L
0.02
0.02
E5
0.02
T D3
R1R8
R9
12.5’’
J1
-Y5RAB-
GRADE TO THIS LINE
C
TYPICAL SECTION NO. 18
USE TYPICAL SECTION NO. 18
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
E5
0.02
0.02
E4 TD3
R1 R8
J1
C5
0.02
0.02
R7
E5
0.02
TD3
R1
R1
R8
R9
12.5’’
J1
GRADE TO THIS LINE
E5
TT TT
R R
CL-Y5RAB-
R7
12" TRUCK APRON
12" TRUCK APRON W/ MESH
C8 3" TYPE S9.5C
D2 3" TYPE I19.0C
E1 3" B25.0C
E4 5" B25.0C
5.5" B25.0C
J1 6" ABC
10" ABC
K
SUBGRADE
12" TYPE 1 AGGREGATE
N
PAVEMENT STABILIZATION
GEOTEXTILE FOR
R4 TYPE T BARRIER
Y MILLED RUMBLE STRIPS
THIS LINE
GRADE TO
THIS LINE
GRADE TO
THIS LINE
GRADE TO
22.5’’22.5’’
-Y5- STA. 109+43.13 TO 109+51.53 (WB)
NOT UNIFORM
14’ - 0’
VAR.
R 9" x 18" CONCRETE CURB
INSET B
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2. USE 4:1 SLOPES INSIDE INTERCHANGE
1.SEE PLANS FOR LOCATION OF AUXILIARY LANES, AND TAPERS
NOTES:
OF GORE
USE MAINLINE PAVEMENT TO BACK
-Y5RPA- STA. 23+84.23 TO 32+50.00MATCHLINE
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
POINT
GRADE
10’’
POINT
CROWN
POINT
GRADE
10’’
POINT
GRADE
10’’
POINT
GRADE
10’’
6"6"
6"
6"
6"
6"
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec1.dgnaheflerROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
6:1
18’6’10’12’
4:16:1K
0.02
CL
0
.04
4’
C8
17’ W/GR
14’
E1D3
GRADE TO THIS LINE
FDPS
4’
0.08
12’FOR FILLSHINGE POINT GROUND
EXISTING
30’4:1
6:1
GROUND
EXISTING
FDPS
4’
USE TYPICAL SECTION NO. 20
*
12’
4’
C7
CL
PS PS
4’
4’
EXISTING
EXISTING EX
I
STI
N
G
VARIESVARIES
U
-Y5RPB-
TYPICAL SECTION NO. 21B
USE TYPICAL SECTION NO. 21C
USE TYPICAL SECTION NO. 21B
12’FOR FILLSHINGE POINT 12’4’
C8 D3
CL
0.02
K
0
.08
4’
FDPS
17’ W/GR
6:1W
T
T
TYPICAL SECTION NO. 22
18’
-Y5RPC-
THIS LINE
GRADE TO
6’10’FOR CUTSHINGE POINT 4:1 (3:1 MAX)VAR. SLOPE 6:1
VAR. SLOPE
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
USE TYPICAL SECTION NO. 22
E1
0.04
U
-Y5RPB- STA. 31+54.22 TO 35+93.00
-Y5RPC- STA. 14+27.00 TO 26+24.00
I-5986A
N
N
PAVEMENT
4" TYPE I19.0C
EARTH
D3
K
T
U EXISTING PAVEMENT
W WEDGING
C8 3" TYPE S9.5D
SUBGRADE
12" TYPE 1 AGGREGATE
N PAVEMENT STABILIZATION
GEOTEXTILE FOR
C7 1.5" TYPE S9.5D
E1 3" TYPE B25.0C
0.02 0.02
4’
PS
0.02
0.02
GROUND
EXISTING
30’
4:1
6:1
GROUND
EXISTING
T
T
14’6:118’6’10’12’
4:1 (3:1 MAX)VAR. SLOPE 6:1
K
0.020.04
4’
C8
17’ W/GR
14’
E1 D3
GRADE TO THIS LINE
FDPS
4’
0.08
12’FOR FILLSHINGE POINT GROUND
EXISTING
30’
4:1
6:1
GROUND
EXISTING
FDPS
4’
TYPICAL SECTION NO. 20
*
N
0.02
0.02
T
T
-Y5RPA- STA. 51+79.86 TO 56+04.41
-Y5RPA- STA. 32+50.00 TO 51+79.86
-Y5SPURA- STA. 14+80.94 TO 24+82.00
CL -Y5RPA-
-Y5SPURA-
12’4’
C8 D3
CL
0.02
K
0
.08
4’
FDPS
17’ W/GR
W
T
T
-Y5RPB-
THIS LINE
GRADE TO
E1
U N
4’
PS
0.02
0.02
14’FOR FILLSHINGE POINT GROUND
EXISTING
30’3:1
6:1
GROUND
EXISTING
0.04
3:1 MAX
VARIES
TYPICAL SECTION NO. 21C
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
24’
-Y5RPB- STA. 10+00.00 TO 31+54.22
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2. USE 4:1 SLOPES INSIDE INTERCHANGE
1.SEE PLANS FOR LOCATION OF AUXILIARY LANES, AND TAPERS
NOTES:
2A-10
TYPICAL SECTION NO. 21A
USE TYPICAL SECTION NO. 21A
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
POINT
GRADE
POINT
GRADE
POINT
GRADE
POINT
GRADE
POINT
GRADE
10’’
10’’
10’’
POINT
GRADE
10’’
POINT
CROWN
10’’
6"
6"
6"6"
6"6"
6"
6"6"
6"
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec1.dgnaheflerROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
4’
FDPS
12’FOR FILLSHINGE POINT 12’2’
0.02
C8 D3
CL
T
T
E1
R2
GROUND
EXISTING
GROUND
EXISTING
0.02 0.02
K
4’
FDPS
12’FOR FILLSHINGE POINT 12’4’
C8 D3
CL
T
E1
0.02 0.02
K
0
.08
4’
FDPS
15’ W/GR
6:1T
TYPICAL SECTION NO. 27
-Y5LPD-
THIS LINE
GRADE TO
6’10’FOR CUTSHINGE POINT 4:1 (3:1 MAX)VAR. SLOPE 6:1
VAR. SLOPE
GROUND
EXISTING
GROUND
EXISTING
18’
THIS LINE
GRADE TO
GROUND
EXISTING
30’
4:1
6:1
GROUND
EXISTING
6’
4:1
4:10.04
USE TYPICAL SECTION NO. 27
0.04
GROUND
EXISTING
30’
4:1
6:1
GROUND
EXISTING

-Y5LPD- STA 12+27.66 TO STA 21+83.19
6:1
18’
FDPS FOR FILLSHINGE POINT FOR CUTSHINGE POINT 12’12’
4’
FDPSC8
T
T
4’
12’14’
17’ W/GR
0.02 0.02 0.02
0.08
CL
TYPICAL SECTION NO. 25
30’3:16
:1
GROUND
EXISTING
GROUND
EXISTING
6’10’4:
1(3:1 MAX)VAR. SLOPE 6
:1
VAR. SLOPE
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
THIS LINE
GRADE TO
-Y5FLY-
D3
E1
0
.04
USE TYPICAL SECTION NO. 25
-Y5FLY- STA. 50+31.83 TO 84+70.00
12’12’
TK
0.02
0.02
D3
E1 U
TYPICAL SECTION NO. 23
CL
THIS LINE
GRADE TO
-Y5FLY-
VAR.
CL
12’
-Y5-
6’
4’
VAR.
0.02
W
C7
U
C8 C7
USE TYPICAL SECTION NO. 23
(SEE PLANS FOR PAINT STRIPING)
GORE AREA
W
TYPICAL SECTION NO. 24
USE TYPICAL SECTION NO. 24
I-5986A
N
N
N
PAVEMENT
4" TYPE I19.0C
EARTH
D3
K
T
U EXISTING PAVEMENT
W WEDGING
C8 3" TYPE S9.5D
R2
SUBGRADE
12" TYPE 1 AGGREGATE
N PAVEMENT STABILIZATION
GEOTEXTILE FOR
C7 1.5" TYPE S9.5D
E1 3" TYPE B25.0C
2’-6" C&G
EB
0.02
6:1
N
K
T
-Y5FLY- STA. 15+25.52 TO 22+80 +/- (BEGIN EXISTING BRIDGE)
-Y5FLY- STA. 47+58 +/- (END EXISTING BRIDGE) TO 50+31.83
-Y5FLY- STA. 23+85 +/- (END EXISTING BRIDGE) TO 39+22 +/- (BEGIN EXISTING BRIDGE)
14’
17’ W/GR
14’
4’
FDPS
12’FOR FILLSHINGE POINT 12’2’
0.02
C8D3
CL
T
T
E1
R2
GROUND
EXISTING
GROUND
EXISTING
0.020.02
K
THIS LINE
GRADE TO
GROUND
EXISTING
30’4:1
6:1
GROUND
EXISTING
6’4:14:1
0
.04
N
14’
-Y5LPA--Y5LPD-
-Y5LPA- STA. 12+09.74 TO STA. 21+52.97
USE TYPICAL SECTION NO. 26A
TYPICAL SECTION NO. 26A TYPICAL SECTION NO. 26B USE TYPICAL SECTION NO. 26B
12’12’
4’
C7
CL
PS
VARIES
EXISTING
EXISTING
PS
VARIES
VARIES
EXI
STI
NGU
-Y5FLY-
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
15’ W/GR
12’3:1 TO 6:1V
A
R.
0.04
9’ W/GR
-Y5LPD- STA. 26+72.08 (END BRIDGE) TO STA. 43+05.36
-Y5LPD- STA. 21+83.19 TO STA 24+16.04 (BEGIN BRIDGE)
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2. USE 4:1 SLOPES INSIDE INTERCHANGE
1.SEE PLANS FOR LOCATION OF AUXILIARY LANES, AND TAPERS
NOTES:
2A-11
GRADE
POINT
POINT
CROWN
11’’
GRADE
POINT
12’’
POINT
CROWN
GRADE
POINT
11’’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec1.dgnaheflerROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
PAVEMENT
E2
C5 3" TYPE S9.5C
E4
C2
D3 4" TYPE I19.0C
C1 1.5" TYPE S9.5B
3" TYPE S9.5B
4" TYPE B25.0C
5" TYPE B25.0C
TYPICAL SECTION NO. 29
FDPS FDPS
CL
12’12’8’
11’ W/GR
8’
11’ W/GR
C2
THIS LINE
GRADE TO
D3
0.08 0.02 0.02
0
.08
2’2’
GROUND
EXISTING
6:1
-Y4- PEMBROKE LANE
12’FOR CUTSHINGE POINT 6’10’
VAR
. SLOPE
4:13:16
:1
GROUND
EXISTING
GROUND
EXISTING
3:1
M
AX SLOPETYPICAL SECTION NO. 28
CL
12’12’
C1
U
-Y4- PEMBROKE LANE
USE TYPICAL SECTION NO. 28
EXISTING EXISTING
EXISTING EXISTING
V1
USE TYPICAL SECTION NO. 29
E2
D3
USE TYPICAL SECTION NO. 31
-Y5C- STA. 10+90.82 TO 26+66.96
TYPICAL SECTION NO. 31
CL
C5
E4
THIS LINE
GRADE TO
D3
0.08 0.02 0.02
0
.08
GROUND
EXISTING
4:13:1GROUND
EXISTING
3:1
M
AX SLOPEE4
D3
-Y5C-
11’11’6’6’8’
TYPICAL SECTION NO. 32
CL
C1
U
USE TYPICAL SECTION NO. 32EXISTING
-Y14- DUNN ROAD
-Y14- STA. 34+00.00 TO 38+00.00
VAR.VAR.
EXISTING
VAR.
8’-11’
VAR.
8’-11’
E2
2A-12
1.5" MILLINGV1
U EXISTING PAVEMENT
T EARTH
EXISTING EXISTING
-Y4- STA. 30+25 +/- (END EXISTING BRIDGE) TO 40+20.00
-Y4- STA. 10+28.01 TO 24+28 +/- (BEGIN EXISTING BRIDGE)
**VAR. 12’-18’VAR. 12’-18’
-Y4A-
*
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-Y4A- STA. 10+20.00 TO 10+81.50
-Y4- STA. 53+40.00 TO 65+18.18
-Y4- STA. 40+20.00 TO 53+40.00
C2
E4
THIS LINE
GRADE TO
D3
0.08 0.02 0.02
0
.08
GROUND
EXISTING
4:13:1GROUND
EXISTING
3:1
M
AX SLOPEE2
D3
12’12’6’6’8’
-Y4A-CL
USE TYPICAL SECTION NO. 30
TYPICAL SECTION NO. 30
-Y4A- STA. 10+81.50 TO 16+43.03
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2. USE 4:1 SLOPES INSIDE INTERCHANGE
1.SEE PLANS FOR LOCATION OF AUXILIARY LANES, AND TAPERS
NOTES:
V1
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POINT
GRADE
TYPICAL SECTION UNDER STRUCTURE
POINT
GRADE
40’-0" CLEAR ROADWAY
0.025 0.020
0.040 0.0400.040 0.025
0.040
0.0250.0200.0200.0200.025
12’-0"12’-0"12’-0"12’-0"
POINT
GRADE
13’-0"13’-0"
26’-0"
12’-0"12’-0"12’-0"12’-0"
14’-0"
FDPS
14’-0"
FDPS
C -L- (I-95)L
0.025
12’-0"
0.025
12’-0"12’-0"
0.025
SB NB
LANE
FUTURE
POINT
CROWN
POINT
CROWN
8’12’12’8’
0.02 0.02 0.02 0.02
88’-6"100’-6"
15’-6"15’-6"
STRUCTURE TYPICAL SECTION
BRIDGE AT -Y3- STATION 20+77.59 OVER -L- STATION 83+19.18
2. SEE SHEET 149 FOR PROFILE VIEW.
1. SEE SHEET 12 FOR PLAN VIEW.
NOTES:8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec1.dgnaheflerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
2A-13I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
C -Y3- (BAYWOOD ROAD)L
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POINT
GRADE
POINT
GRADE
0.025 0.020
0.040 0.0400.040 0.0250.0250.0200.0200.0200.025
12’-0"12’-0"12’-0"
POINT
GRADE
13’-0"13’-0"
26’-0"
12’-0"12’-0"12’-0"12’-0"
C -L- (I-95)L
TYPICAL SECTION UNDER STRUCTURE
12’-0"
0.025
0.040
16’-0"15’-6"
FDPS
C -Y5LPD-L
0.040
14’-0"
FDPS
SB NB
POINT
CROWN
POINT
CROWN
16’
12’4’
26’ CLEAR ROADWAY
0.02 0.02 0.02
4’12’-0"
88’-6"
POINT
GRADE
14’-0"15’-6"12’-0"
BRIDGE AT -Y5LPD- STATION 25+24.04 OVER -L- STATION 221+14.69
STRUCTURE TYPICAL SECTION
2. SEE SHEET 167 & 168 FOR PROFILE VIEW.
1. SEE SHEET 20 FOR PLAN VIEW.
NOTES:8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec1.dgnaheflerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
2A-14I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
C -Y5RPA-L
FDPS FDPS
76’-6"VAR.
6’4’
VAR.VAR.
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
VAR.VAR.
15’-6" MIN.15’-6" MIN.
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POINT
CROWN
0.020
12’12’12’12’
60’
22’
POINT
CROWN
EXISTING
EXISTING
22’
WB EB
POINT
CROWN
EXISTINGEXISTING
TYPICAL SECTION UNDER STRUCTURE
C -Y14-L
EXISTINGEXISTING
EXISTING
12’
BRIDGE AT -Y5- STATION 76+45.02 OVER -Y14- STATION 36+22.62
STRUCTURE TYPICAL SECTION
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec1.dgnaheflerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
2A-15I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
C -Y5- (US 13/NC 295)L
VAR.VAR.VAR. 8’-11’VAR. 8’-11’
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
14.875’48.291’
2. SEE SHEET 156 FOR PROFILE VIEW.
1. SEE SHEET 68 FOR PLAN VIEW.
NOTES:
ROUNDABOUT LAYOUT
NTS
INSET D
INSET D
NTS
INSET A
INSET B
INSET A
NTS
INSET C
INSET C
R=70’
R=151’
R=1’
R=3’
R=103’
R=2’
R=1’
R=3’
R=130’
R=3’
R=70’
R=160 R=140’R=150R=125’
R=160’
5’ CONC.
APRON COVER
5’ CONC.
APRON COVER
APRON COVER
APRON COVER
5’ CONC.
24’8:18:1PS5’ PS4’ PS4’ PS5’ EXIST.11’11’24’9’12’12’5’ CONC.
-Y5C-OFFSET LT / RTNUMBER
POINT
22
23
24
25
26
27
1
3
7
8
11
9
13
12
NTS
INSET B
R=130’
R=3’R=1’
R=2’
14
16
15
17
20 21
CONCRETE APRON COVER
MONOLITHIC ISLAND
14
16
17
15
20
21
OFFSET LT / RTNUMBER
POINT -Y4-
1.40’RT
22.46’RT
LT
23.41’RT
3.00’
1.00’
LT
RT
4
22 23
25
28
29
26
30
31
41
42
32
2.11’RT
1.00’
3.00’
23.63’
3.19’
RT
LT
RT
LT
33
2.11
R=120’
R=140’
R=140’
R=150’
R=150’
R=600’
20’
R=130’
R=150’
R=70’
R=57’
R=42.75’
R=77’
-Y5B-OFFSET LT / RTNUMBER
POINT
30
31
32
33
37
38
24.61’LT
23.63’LT
LT1.55’
2.11’
3.25’
14.42’
RT
LT
RT
-Y5A-OFFSET LT / RTNUMBER
POINT
1
2
4
5
3
6
RT
RT
20.67’RT
11.17’RT
6.75’RT
2.25’RT
27
28
1.41’LT
1.02’RT
24
24.61’RT
29
2
5
6
10R=103’
R=3’
R=1’
18
19
18
19
1.02’
1.93’RT
LT
R=103’
34
35
36
37
38
39 40
R=103’
R=70’
R=3236.75’
34
35
36
41
42
4.81’
1.18’RT
40
39
-Y5B-OFFSET LT / RTNUMBER
POINT
1.03’RT
4.86’LT
3.25’RT
3.00’
1.25’RT
RT
COVER
APRON
R=77’
R=77’
R=100’C&G 2.6’12’12’12’PS5’
C&G 1.6’
R=100’
C&G 1.6’
R=77’
R=100’
R=599.25’
12’12’
PS
5’PS
5’12’12’PS5’PS5’R=100’
5’ CONC.
R=3236’
R=600’
C&G 1.6’
PS
5’PS
5’
LT
14.25’
8.79’
R=1200’
11+93.64
11+93.64
11+50.17
10+79.93
10+78.42
10+98.44
10+81.20
10+77.81
10+79.93
10+78.42
10+77.81
10+81.20
10+98.73
11+80.45
12+30.96
13+91.62
14+41.34
14+51.62
15+11.61
15+16.22
15+15.99
43 13+83.06 3.25’RT
R=1200.75’
43
65+32.63
65+31.98
65+29.24
65+30.44
65+12.01
64+61.52
64+16.81
64+16.81
R=599.25’
R=1200.75’
2A 2B
110+60.01
110+62.22
111+65.45
112+05.32
112+54.54
113+04.54
NUMBER
POINT -Y5A-OFFSET LT / RT
2B
2A 111+24.72 9.83’RT
RT10.87’111+87.22
8
9 0.21’
RT
RT
10
11
14.59’
1.06’LT
2.46’RT
RT1228.80’
113+80.26
114+48.55
114+67.76
114+71.19
114+71.24
13 114+69.75 29.85’RT
7 113+55.31 2.33’LT
4.00’
11+93.64-Y5C-
4.00’
11+93.64-Y5C-
R=20’
22.56’
11+92.97-Y5C-
R=20’
21.94’
-Y5C-
11+92.02
27.86’
10+76.60-Y5C-
4.00’
11+57.78-Y5C-
6.97’
10+72.12-Y5C-
4.00’
10+96.30-Y5C-
27.86’
10+76.60-Y5B-
7.11’
11+87.26-Y5B-11+97.54-Y5B-

21.44’
39.71’10+48.74-Y5C-11+78.42-Y5C- 16.00’
R=20’
30.96’
12+10.87-Y5B-
15.16’
14+41.45-Y5B-
0.00’
16+31.63
4.00’
13+91.63-Y5B-
4.00’
13+83.06-Y5B-
R=20’
22.04’
12+11.87-Y5B-
4.00’
10+96.30-Y5B-

16.00’11+26.94-Y5B- 6.97’
10+72.12-Y5B-10+47.42-
Y5B- 40.77’26.66’
65+33.73-Y4-
4.00’
64+57.37-Y4-
4.00’
11+54.30-Y5B-
11+22.00-Y5C- 16.00’
6.03’
114+76.78-Y5A-
32.90’
114+73.33-Y5A-
6.97’
65+38.32-Y4-
64+83.45-Y4- 16.00’
4.00’
64+16.81-Y4-
R=20’
21.99’
64+06.17-Y4-
4.00’
64+16.81-Y4-
R=20’
22.66’
64+17.28-Y4-
64+32.03-Y4- 16.00’
15.00’
110+60.01-Y5A-
21.42’
111+65.36-Y5A-
10.42’
112+05.30-Y5A-
R=20’
38.28’
113+59.14-Y5A-
R=19.25’
22.03’
114+06.14-Y5A-
2.75’
114+51.36-Y5A-114+20.59-Y5A- 14.75’16.46’
113+74.20-Y5A-

28.88’113+72.87-Y5A-
8.04’
110+62.24-Y5A-
4.00’
65+14.15-Y4-
9.08’
111+24.74-Y5A-
10.12’
111+87.23-Y5A-
3.08’
113+55.25-Y5A-
115+00.65-Y5A- 39.90’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
10+00
110+00
115+00
65+0015+0015+00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh2B-2_roundabout.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A 2B-2
-Y4--Y5B--Y5C--Y5A-NAD 83/ NA 2011www.rkk.com
Engineers | Construction Managers | Planners | Scientists +54.30+54.30+54.30FOR -Y4A- PROFILE SEE SHT. 160
FOR -Y5C- PROFILE SEE SHT. 159
FOR -Y5B- PROFILE SEE SHT. 159
FOR -Y5A- PROFILE SEE SHT. 159
FOR -Y4A- PLAN SEE SHT. 70
FOR -Y5C- PLAN SEE SHT. 70
FOR -Y5B- PLAN SEE SHT. 70
FOR -Y5A- PLAN SEE SHT. 70
R=40’
R=50’12’12’12’C&G 1.6’
C&G 2.6’
R=100’
R=1.25’
MONOLITHIC ISLANDMONOLITHIC ISLAND41.00’ R=60’107+74.63-1
NTS
ISLAND A
R=5.25’
1
2
3
4
5
6
LT
LT
LT
7
NUMBER
POINT
NTS
ISLAND B
OFFSET LT / RT
21.33’
LT
LT
LT
LT
LT
21.55’LT
NUMBER
POINT -Y4A-
NTS
ISLAND C
R=4’
R=4’
R=4’R=4’
R=92.39’
R=49.25’
R=99.25’
R=4.75’
R=40.75’PS 8’R=6.62’12’PS 4’8.25’
5.75’
27.06
47.58’
47.35’
27.88’
29
27
26
30
28
LT
2
3 4
910
11
12
14
15
6
7
5
8
13.43’
12.72’
11.50’
10.28’
9.06’
LT6.56’8
-Y5--Y5A-OFFSET LT / RT
9
10
11
12
13
14
LT
LT
LT
7.78’LT
9.00’LT
LT10.09’
13
15
13.67’RT
RT14.39’
17.47’RT
17.60’RT
16
17
18
19
20
21
16
17
18
19
20
21
22
23
24
25
R=4674.25’
R=4675’R=3255’
R=3254.25’
109+99.92
108+78.32
108+05.17
107+02.33
44.05 R=75’105+82.68-Y5-32
31
7.00’
110+60.01-Y5A-
7.00’
110+62.23-Y5A-
33 34
35
OFFSET LT / RT
16.53’
8.71’RT
RT
RT
RT
RT
NUMBER
POINT -Y5-
26
RT27
4.35’
4.50’
6.37’
4.12’
22
23
24
25
28
OFFSET LT / RT
NUMBER
POINT -Y5-
30
31
OFFSETNUMBER
POINT LT / RT
33
34
35
-Y5A-
109+99.72 7.75’RT
RT8.79’110+62.22
110+60.01 14.25’RT29
32
108+26.65 15.42’RT
108+78.09 5.72’RT
108+99.99 14.25’RT
109+51.53 6.94’RT
109+51.53 14.25’RT
18.22’
106+97.33-Y5-
14.70’
107+02.68-Y5-
13.98’
107+03.01-Y5-
17.28’
107+56.48-Y5-
5.65’
107+62.61-Y5-
3.60’
107+73.60-Y5-
3.37’
107+82.15-Y5-
16.17’
108+26.67-Y5-15.00’
109+00.00-Y5-109+51.53-Y5-ENDS
15.00’
109+51.53-Y5A-BEGINS
6.19’
109+51.26-Y5-7.00’
109+99.73-Y5A-
13.47’
107+32.07-Y5-
9.34’
107+39.86-Y5-
7.99’
107+55.00-Y5-
12.25’
108+05.22-Y5-
8.25’
108+05.15-Y5-
3.75’
108+04.96-Y5-
4.97’
108+78.11-Y5-
11.03’
108+78.37-Y5-5.81’
109+51.53-Y5A-
9.81’
109+51.53-Y5A-
7.03’
108+78.31-Y5-
9.00’
110+00.00-Y5A-
5.00’
109+99.93-Y5A-18.00’15+04.52-Y4A-18.00’16+01.31-Y4A-
106+89.01
107+32.06
108+05.21
108+78.36
107+39.87
107+02.00
109+99.96
109+51.53
109+51.53
107+56.46
107+55.22
107+62.83
107+73.65
107+82.14
108+04.94
15+91.20
15+87.99
15+98.68
16+12.14
16+15.79
16+06.01
106+97.32
106+89.49
12’12’12’PS4’12’TYPICAL OFFSET TO ISLAND 0.75’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]-Y4A--Y5-
110+00
105+00
15+00NAD 83/ NA 2011www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-Y4A- / -Y5- INTERSECTION DETAIL
0 15 301530
1’-30’ SCALE8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh2B-3_Y4A_Y5.dgnaheflerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
2B-3I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-Y5A--Y5-
FOR -Y4A- PROFILE SEE SHT. 152
FOR -Y5A- PROFILE SEE SHT. 159
FOR -Y5- PROFILE SEE SHT. 158
FOR -Y4A- PLAN SEE SHT. 70
FOR -Y5A- PLAN SEE SHT. 70
FOR -Y5- PLAN SEE SHT. 70
MONOLITHIC ISLANDMONOLITHIC ISLAND
R=6’
R=23.5’
R=3’R=400’
20.00’
R=1.75’
R=200.75’
NTS
ISLAND C
NTS
ISLAND C
NTS
ISLAND C
OFFSET LT / RT
RT
NUMBER
POINT -Y5-
18.00’
R=7.98’
R=24.25’
R=200’
R=1’
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
19.25’RT
10.43’
14.32’LT
13.93’LT
12.41’LT
14.50’RT
14.50’RT
16.38’RT
17.26’RT
20.00’
7.93’
3.67’
R=10’
R=10’12’12’PS10’PS4’R=5878’
R=5913.75’
R=5920’12’12’PS4’PS12’R=5914.5
R=5919.25
19.25’RT
R=2.35’
89+49.67
87+97.89
87+89.95
87+92.60
87+97.30
87+97.18
88+21.36
89+16.74
89+43.55
89+49.81
87+88.39-Y5-87+97.90-Y5-
11.36’
87+91.53-Y5-18.00’
87+85.55-Y5-
22.00’
87+92.44-Y5-14.74’
87+98.32-Y5-
19.03’
88+58.25-Y5-
13.99’
88+60.42-Y5-
13.75’
88+21.36-Y5-
13.75’
89+16.74-Y5-89+49.66-Y5-
2.00
89+76.50
15.63’
89+43.65-Y5-
16.52’
89+49.91-Y5-
16.91’
88+58.22-Y5-
22.00’
88+61.25-Y5-
-Y5SPURA-
24+71.98
-Y5SPURA-
24+62.76
16.67’
-Y5SPURA-
24+72.86
11.65’
-Y5SPURA-
24+82.16
29.86’
-Y5SPURA-
24+74.53
23.71’
-Y5SPURA-
24+77.24
27.43’
-Y5SPURA-
24+66.57
12.19’
-Y5SPURA-
24+67.65
16.00’
-Y5SPURA-
24+56.72
12’PS10’PS4’PS4’16’
1.6" C&G
1.6" C&G
RAISED MEDIAN
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-956025+0090+0090+00
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
www.rkk.com
Engineers | Construction Managers | Planners | Scientists NAD 83/ NA 2011-Y5--Y5SPURA--Y5SPURA- / -Y5- INTERSECTION DETAIL
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh2B-4_Y5_Y5Spur.dgnaheflerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A 2B-4
0 15 301530
1’-30’ SCALE
FOR -Y5SPURA- PROFILE SEE SHT. 163
FOR -Y5- PROFILE SEE SHT. 157
FOR -Y5SPURA- PLAN SEE SHT. 68
FOR -Y5- PLAN SEE SHT. 68
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGN
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8/24/2020R:\Hydraulics\CADD\PSH\Redlines\I-5986A_HYD_Ditch Detail_Sec1.dgnaheflerI-5986A 2D-1
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0’

DETAIL
Traffic Flow
Outside Ditch 1.0’ Max0.5’ Min.S=Ditch Slope C Proposed Ditch
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2’DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
20’L (See Chart Below)

DETAIL
C Proposed Ditch
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
DETAIL
Traffic Flow
Outside Ditch 1.0’ Max.0.5’ Min.etc.
GI

C Proposed Ditch
VAR.STAKESLOPE5.0’
D2:1LIMITSCLEARING( Not to Scale)
BERM DITCH
5.0’
10.0’ V.C.
DETAIL E
?
10.0’
Min. D=1.0 Ft.
LETTER BEFORE YOU ADD A NEW ONE!!MAKE SURE YOU ARE USING A NEW DETAILTURN ON OTHER DITCH DETAIL SECTIONS AND
LATERAL ’V’ DITCH
( Not to Scale)
3:
1 3:1
D
b
d
1"/Ft.
-Y5RPD- STA. 12+93 TO STA. 15+40 RT
Slope
Fill
Type of Liner= CL B Rip-Rap b=5.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
DETAIL M
Ground
Natural
Geotextile
OR FLATTER3:1d
D
( Not to Scale)
B
CHANNEL CHANGE
Ground
Natural
Ground
Natural
Exist. ChannelGEOTEXTILE
Type of Liner= VARIES
b=5.0 Ft.
B= SEE BELOW
Max. d= SEE BELOW
Min. D=SEE BELOW
DETAIL S
Ground
Natural
( Not to Scale)
10’
4:1 4
:1
Distance Varies Depending Upon Specified Elevation
D
DETAIL Q
10’ WIDE BERM
lowest control point
from Top of Berm to
D=Varies; Distance
or Proposed Ditch
in Natural Ground
Lowest Point
-L- STA. 154+50 LT; TOP ELEVATION=132.0’
-L- STA. 138+00 LT; TOP ELEVATION=128.5’
-L- STA. 126+25 LT; TOP ELEVATION=121.5’
( Not to Scale)Flatter
4:
1
or Flatter4:1 or
-Y5RPA- STA. 45+00 TO STA. 49+00 LT
-Y5- STA. 83+50 TO STA. 85+50 LT
-L- STA. 215+00 TO STA. 217+50 LT
-LSB- STA. 105+00 TO STA. 113+50 RT
-LSB- 84+00 TO STA. 86+00 LT
Point
Shoulder
Point
Shoulder
MEDIAN V DITCH
DETAIL G
( Not to Scale)
5:15:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- STA. 128+00 TO STA. 130+00 LT
DETAIL L
b=5.0 Ft.
B=6.0 Ft.
Min. D=2.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
Flatter3:1 or
Flatter3:1 or D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- STA. 147+00 TO STA. 154+50 LT, B=4’
-L- STA. 138+50 TO STA. 147+00 LT, B=4’
-L- STA. 137+00 TO STA. 138+00 LT, B=4’
-L- STA. 130+00 TO STA. 132+50 LT, B=4’
-L- STA. 118+50 TO STA. 121+12 LT, B=4’
-L- STA. 90+50 TO STA. 94+00 LT, B=4’
DETAIL J
b= 5.0 Ft.
B= SEE BELOW
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-Y5B- STA. 12+50 TO STA. 17+50 RT
-L- STA. 255+00 TO STA. 269+00 RT
-L- STA. 239+00 TO STA. 247+00 LT
-L- STA. 223+11 TO STA. 226+23 RT
-L- STA. 165+50 TO STA. 167+00 LT
-L- STA. 159+00 TO STA. 162+00 LT
-L- STA. 132+50 TO STA. 137+00 LT
DETAIL F
B= 4.0 Ft.
Min. D= 1.75 Ft.
Ground
Natural
Slope
Ditch
Front
DETAIL NOT USED IN SECTION 1
DETAIL NOT USED IN SECTION 1
LATERAL ’V’ DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
DETAIL NOT USED IN SECTION 1
b=5.0 Ft.
Min. D=2.5 Ft.
DETAIL X
Ground
Natural
Slope
Fill
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
BEG. ELEV=111.40 END ELEV=113.10, S=1.7%
-LNB- STA. 61+15 TO 62+18 RT, D=1.25’
BEG. ELEV=114.10’ END ELEV=111.40’, S=2.8%
-LNB- STA. 60+18 TO 61+15 RT, D=1.25’
BEG. ELEV=131.67’, END ELEV=130.90’, S=0.3%
-Y5LPD- STA. 13+78 RT, L=285’,
DETAIL I
B= 4.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Ground
Natural
Flatter3:1 or D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-Y4- STA. 61+50 TO STA. 64+64 RT, B=4’, D=2.75’
-Y4- STA. 42+00 TO STA. 61+50 RT, B=4’, D=3.5’
-L- STA. 192+74 TO STA. 195+45 LT, B=7’, D=2.0’
-LNB- STA. 115+00 TO STA. 118+50 RT, B=4’, D=0.75’
-LSB- STA. 51+50 TO STA. 53+50 LT, B=11’, D=1.5’
-LSB- STA. 31+00 TO STA. 37+00 LT, B=8’, D=2.0’
DETAIL O
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
FillFlatter3:1 or D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-Y5FLY- STA. 63+50 TO STA. 66+80 RT
-Y5FLY- STA. 66+80 TO STA. 70+00 LT
-Y5B- STA. 10+44 TO STA. 12+50 RT
-L- STA. 208+50 TO STA. 215+00 LT
-L- STA. 212+25 TO STA. 220+00 RT
-LSB- STA. 112+50 TO STA. 129+00 LT
DETAIL C
B= 4.0’
Min. D= 2.5 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y5- STA. 65+00 TO STA. 68+50 LT, B=4’, D=1.00’
-L- STA. 128+00 TO STA. 129+00 RT, B=4’, D=1.00’
-Y3- STA. 22+50 TO STA. 24+12 LT, B=4’, D=2.00’
-Y3- STA. 18+50 TO STA. 19+15 LT, B=4’, D=1.00’
DETAIL P
b= 5.0 Ft.
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Fill
Fill Slope3:1 or Flatter
Type of Liner= CL B Rip-Rap
DETAIL H
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
d= 5.0 Ft.
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y5LPD- STA. 26+50 TO STA. 30+65 RT
-L- STA. 253+00 TO STA. 255+00 RT
-L- STA. 252+00 TO STA. 256+00 LT
-L- STA. 247+00 TO STA. 251+50 LT
-L- STA. 162+00 TO STA. 165+50 LT
-L- STA. 90+50 TO STA. 100+28 RT
DETAIL D
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Slope
Fill
LATERAL ’V’ DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
-Y5- STA. 70+00 TO STA. 73+64 RT
-Y5- STA. 70+02 TO STA. 76+21 LT
-Y5- STA. 64+50 TO STA. 68+50 LT
-Y5- STA. 42+00 TO STA. 45+51 LT
-Y5C- STA. 19+38 TO STA. 24+50 LT
-L- STA. 249+00 TO STA. 253+00 RT
-L- STA. 154+50 TO STA. 158+87 LT
-L- STA. 138+00 TO STA. 138+50 LT
-L- STA. 129+00 TO STA. 131+50 RT
-L- STA. 112+50 TO STA. 113+81 RT
-L- STA. 89+00 TO STA. 90+50 RT
b=5.0 Ft.
Min. D=1.5 Ft.
DETAIL K
Ground
Natural
Slope
Fill
Flatter3:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 232+50 TO STA. 241+50 RT
-L- STA. 169+00 TO STA. 173+00 LT
-L- STA. 131+50 TO STA. 132+50 RT
-L- STA. 113+81 TO STA. 118+50 LT
-L- STA. 111+00 TO STA. 112+50 RT
-L- STA. 102+12 TO STA. 103+00 LT
-LNB- STA. 118+50 TO STA. 120+52 RT
-LNB- STA. 45+20 TO STA. 48+00 LT
-LSB- STA. 128+50 TO STA. 129+00 LT
-LSB- STA. 81+00 TO STA. 84+00 LT
DETAIL U
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
d 3:1B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-L- STA. 107+72 TO STA. 109+00 LT, D=1.0’
DETAIL N
B= 4.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Ditch
Slope
Front
Geotextile
( Not to Scale)
LATERAL BASE DITCH
3:1D
B
b
d
3:1 1"/Ft.
-L- STA. 158+87 TO STA. 159+00 LT, D=1.5’
DETAIL R
b= 5.0 Ft.
B= 4.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0’
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
B
Flatter3:1 or
Flatter3:1 or D
( Not to Scale)
STANDARD BASE DITCH
BEG. ELEV=120.50, END ELEV=119.6, S=0.8%, M=3.0
-LNB- STA. 115+00 RT, L=107’, B=4’, D=1.0’
BEG. ELEV=112.80, END ELEV=115.21, S=2.9%, M=3.0
-LNB- STA. 107+70 TO STA. 108+54 RT, B=4’, D=1.0’
BEG. ELEV=113.08, END ELEV=112.80, S=0.19%, M=3.0
-LNB- STA. 106+25 TO STA. 107+70 RT, B=4’, D=1.0’
BEG. ELEV-=127.55, END ELEV=127.30, S=0.33%, M=3.0
-L- STA. 215+50 LT, L=76’, B=4’, D=1.25’
BEG. ELEV=126.60, END ELEV=127.08, S=0.24%, M=3.0
-Y5- STA. 104+47 TO STA. 106+50 LT, B=10’, D=2.25’
BEG. ELEV=124.74 END ELEV=124.63, S=0.16%, M=3.0
-L- STA. 160+29 RT, L= 69, B=12’, D=3.0’,
BEG. ELEV=115.95 END ELEV=115.80, S=0.28%, M=5.5
-L- STA. 121+12 RT, L=54’, B=3’, D=3.0’
BEG. ELEV=120.09 END ELEV=120.30, S=0.30%, M=6.0
-L- STA. 107+72 RT, L= 70, B=3’, D=2.0’
BEG. ELEV=121.50 END ELEV=121.43, S=0.33%, M=6.0
-L- STA. 100+28 RT, L=22, B=6’, D=2.5’
BEG. ELEV=122.50 END ELEV=122.36, S=0.40%, M=3.0
-L- STA. 113+81 RT, L=35, B=3’, D=2.0’
BEG. ELEV=122.78 END ELEV=122.45, S=0.80%, M=6.0
-L- STA. 138+50 RT, L=41, B=6’, D=2.0’
BEG. ELEV=117.39 END ELEV=117.15, S=0.26%, M=6.0
-L- STA. 128+00 RT, L=94 B=8’, D=2.5’
DETAIL W
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Ground
Natural3:13:1
D
( Not to Scale)
STANDARD ’V’ DITCH
BEG. ELEV=140.43, END ELEV=140.41
-SR5C_DET- STA. 13+10 TO STA. 14+00, L=90’, S=0.02%, D=1.0’
BEG. ELEV=125.00, END ELEV=124.40’
-L- STA. 186+00 RT, L=200’, S=0.3%, D=2.5’
BEG. ELEV=144.45, END ELEV=142.05, M=3
-Y5LPA- STA. 18+75, L=50’, S=4.8%, D=1.0’
BEG. ELEV=119.98, END ELEV=119.56, M=3.5
-Y1NB- STA. 44+50, L=53’, S=0.8%, D=1.5’
Min. D=SEE BELOW
DETAIL T
Ground
Natural
Ground
Natural
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
Flatter3:1 or
D
-SR5C_DET- STA. 15+00 TO STA. 16+32 RT
-SR5C_DET- STA. 12+70 TO STA. 13+10 RT
-Y5SPUR- STA. 19+49 TO STA. 22+03 LT
-Y5- STA. 85+00 TO STA. 89+00 RT
-Y5- STA. 85+50 TO STA. 86+50 LT
-Y5- STA. 65+00 TO STA. 68+00 RT
-Y4A- STA. 10+54 TO STA. 13+50 RT
-Y4- STA. 61+00 TO STA. 65+49 LT
-Y4- STA. 50+00 TO STA. 55+00 LT
-LSB- STA. 61+50 TO STA. 62+75 RT
-LSB- STA. 19+50 TO STA. 31+00 LT
-Y5RPD- STA. 10+90 TO STA. 12+00 LT
-L- STA. 210+50 TO STA. 212+25 RT
-Y1NB- STA. 44+50 TO STA. 47+00 RT
Min. D=1.5 Ft.
DETAIL A
Ground
Natural
Flatter4:1 or
Slope
Fill
-LSB- STA. 90+97 TO STA. 95+38 RT
-LSB- STA. 88+50 TO STA. 90+48 RT
-YRPA- STA. 11+88 TO STA. 13+93 RT
-Y5LPD- STA. 44+31 TO STA. 48+12 RT
-Y5- STA. 107+80 TO STA. 109+51 RT
-Y5- STA. 64+30 TO STA. 64+55 RT
-Y5- STA. 55+85 TO STA. 65+25 LT
-Y5- STA. 47+87 TO STA. 50+88 LT
-Y5RPA- STA. 42+36 TO STA. 44+00 RT
-Y5LPD- STA. 37+76 TO STA. 39+18 RT
-Y5LPD- STA. 38+47 TO STA. 39+75 LT
-Y5RPC- STA. 13+37 TO STA. 21+33 RT
-Y5B- STA. 13+20 TO STA. 17+18 LT
-Y5C- STA. 12+64 TO STA. 17+88 RT
-Y5C- STA. 12+83 TO STA. 17+66 LT
-Y5RPD- STA. 15+00 TO STA. 24+34 RT
-Y5FLY- STA. 57+07 TO STA. 62+59 LT
-Y5LPD- STA. 20+21 TO STA. 24+50 LT
-Y5LPD- STA. 19+00 TO STA. 21+00 RT
-Y4- STA. 40+38 TO STA. 41+90 RT
-Y4- STA. 40+82 TO STA. 43+12 LT
-L- STA. 199+36 TO STA. 202+57 LT
-L- STA. 198+60 TO STA. 203+00 RT
-L- STA. 186+71 TO STA. 187+92 LT
-L- STA. 121+50 TO STA. 127+90 RT
Flatter4:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 221+58 TO STA. 232+00 LT
-LSB- STA. 68+50 TO STA. 76+50 LT
-Y5C- STA. 24+50 TO STA. 25+92 LT
-Y5C- STA. 25+00 TO STA. 26+65 RT
-Y5LPD- STA. 12+79 TO STA. 14+50 LT
-L- STA. 227+00 TO STA. 232+50 RT
-Y5RPA- STA. 34+49 TO STA. 36+85 RT
-Y5RPA- STA. 36+85 TO STA. 37+50 LT
-Y5SPURA- STA. 10+46 TO STA. 16+99 LT
-Y5FLY- STA. 82+33 TO STA. 85+77 RT
-L- STA. 245+00 TO STA. 249+00 RT
-L- STA. 232+50 TO STA. 241+50 RT
-L- STA. 256+00 TO STA. 269+00 LT
-L- STA. 232+00 TO STA. 239+00 LT
-L- STA. 138+50 TO STA. 186+00 RT
-L- STA. 103+00 TO STA. 107+72 LT
-Y1NB- STA. 47+00 TO STA. 59+00 RT
DETAIL B
Min. D=2.0 Ft.
Ground
Natural Slope
Ditch
Front
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-L- STA. 195+45 TO STA. 199+55 LT, B=7’, D=1.0’
-L- STA. 109+00 TO STA. 113+81 LT, B=4’, D=1.5’
-L- STA. 100+28 TO STA. 102+12 LT, B=4’, D=1.0’
-L- STA. 94+00 TO STA. 100+28 LT, B=4’, D=2.0’
-L- STA. 86+50 TO STA. 90+50 LT, B=4’, D=1.5’
-LSB- STA. 94+00 TO STA. 96+00 RT, B=4’, D=1.0’
-LSB- STA. 75+50 TO STA. 84+48 RT, B=4’, D=0.75’
-LSB- STA. 57+50 TO STA. 61+50 RT, B=4’, D=0.75’
DETAIL V
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Ditch
Front
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-95603:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
-Y5FLY- STA. 80+14.68 TO STA. 82+33.14
DETAIL AA
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGN
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8/24/2020R:\Hydraulics\CADD\PSH\Redlines\I-5986A_HYD_Ditch Detail_Sec1.dgnaheflerI-5986A
( Not to Scale)Flatter
4:
1
or Flatter4:1 or
DETAIL NOT USED IN SECTION 1
B B= VARIES
DETAIL AB
MEDIAN BASE DITCH
Point
Shoulder
Point
Shoulder
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
DETAIL NOT USED IN SECTION 1
DETAIL AC
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Ditch
Front
3:1D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
DETAIL NOT USED IN SECTION 1
DETAIL AD
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL NOT USED IN SECTION 1
DETAIL AE
b= 5 Ft.
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Fill
2:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
DETAIL NOT USED IN SECTION 1
DETAIL AH
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile3:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
DETAIL NOT USED IN SECTION 1
DETAIL Y
Max. d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile 6:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter6:1 or
DETAIL NOT USED IN SECTION 1
DETAIL Z
B= 6 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Ditch
Front
2D-2
( Not to Scale)
LATERAL BASE DITCH
3:1D
B
b
d
3:1 1"/Ft.
DETAIL NOT USED IN SECTION 1
DETAIL AG
b= 5.0 Ft.
B= 12.0 Ft.
Max. d= 2.5 Ft.
Min. D= 2.5 Ft.
*When B is < 6.0’
Type of Liner= CL I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
OR FLATTER3:1 OR FLATTER3:1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
BEG. ELEV=119.34 END ELEV=115.4, S=1.7% M=3.0
-Y1SB- STA. 18+58 TO 21+90 RT, B=4’, D=2.5’
BEG. ELEV=115.95 END ELEV=115.80, S=0.28%, M=5.5
-L- STA. 121+12 RT, L=54’, B=3’, D=3.0’
DETAIL AI
B= SEE BELOW
Max. d= D
Min. D= SEE BELOW
Ground
Natural
Ground
Natural
*When B is < 6.0’
Type of Liner= CL B Rip-Rap
Geotextile
d 3:1B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-Y5FLY- STA. 62+54 TO STA. 63+50 RT
-Y5- STA. 64+50 TO STA. 65+00 RT
Slope
Fill
DETAIL AF
B= 4 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
B
3:14:1D
( Not to Scale)
STANDARD BASE DITCH
DETAIL NOT USED IN SECTION 1
DETAIL AJ
B= 2 Ft.
Min. D= 1.5Ft.
Ground
Natural
Ground
Natural
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
DETAIL NOT USED IN SECTION 1
DETAIL AK
B= 2 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Ground
Natural
Flatter3:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
DETAIL NOT USED IN SECTION 1
DETAIL AL
Min. D=2.5 Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
TOE PROTECTION
d
DETAIL NOT USED IN SECTION 1
Fill Slope3:1 or Flatter
Fill Sl
ope3:1 or Flatter
DETAIL AM
d= SEE BELOW
Type of Liner= B Rip-Rap
Geotextile
1.0’
( Not to Scale)
ROCK FILL IN POND
DETAIL AN
Proposed
Existing
-L- STA 252+34.5
CULVERT INLET AND OUTLET DETAILS
-Y5- STA 45+24
CULVERT INLET DETAIL
3:1
2:1Geotextile
Earth Fill to CA
Controlled Access (CA)
Right of Way or
Rock Plating
Cl B Riprap
1.5’ Thick
See Below
N.W.S. Elev.=
-L- STA. 171+65 LT, EL=128.0
-L- STA. 167+96 LT, EL=126.0
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
INLET CHANNEL IMPROVEMENTS
EXCAVATION
3:1 3:1PERMIT CONDITIONS.
MAY BE SUBJECT TO
ENGINEER AND
APPROVAL BY THE
MATERIAL IS SUBJECT TO
PASSAGE. NATIVE
SURFACE FOR ANIMAL
PROVIDE A FLAT
FILL VOIDS AND
PLACED ON TOP TO
SHOULD BE
NATIVE MATERIAL
FLOW CULVERT BARREL,
TO LINE THE HIGH
RAP IS USED
CULVERT BARREL. IF RIP
THE HIGH FLOW
NATIVE MATERIAL IN
SUPPLEMENT THE
MAY BE USED TO
CULVERT BARREL. RIP RAP
THE LOW FLOW
USED TO LINE
STREAM BED MAY BE
EXCAVATED FROM THE
MATERIAL THAT IS
CONSTRUCTION. ONLY
DURING CULVERT
AT THE PROJECT SITE
BED OR FLOODPLAIN
FROM THE STREAM
THAT IS EXCAVATED
CONSISTS OF MATERIAL
NATIVE MATERIAL
OUTLET.
CULVERT AT INLET AND
PLACE SILLS 1.0’ INSIDE
BURIED 1’
BENCH
1’ FLOODPLAIN
TIE-IN LOCATION.
TO NATURAL WIDTH AT
STRUCTURE FACE. VARIES
17’ CHANNEL WIDTH AT
3:1GROUND
NATURAL
2’ SILL
(NORTH)
BARREL
HIGH-FLOW
1’ SILL
(SOUTH)
BARREL
LOW-FLOW
LENGTH = 110’, SLOPE = 0.3%
LOOKING DOWNSTREAM
NTS
(CULVERT WALL)
1’ OFFSET
(CULVERT WALL)
1’ OFFSET
2’ THICK
CLASS I RIPRAP
KEY-IN
OUTLET CHANNEL IMPROVEMENTS
3:1 3:1EXCAVATION
SEE DETAIL
IMPROVEMENTS,
INLET CHANNEL
110 LF OF
PERMIT CONDITIONS.
MAY BE SUBJECT TO
ENGINEER AND
APPROVAL BY THE
MATERIAL IS SUBJECT TO
PASSAGE. NATIVE
SURFACE FOR ANIMAL
PROVIDE A FLAT
FILL VOIDS AND
PLACED ON TOP TO
SHOULD BE
NATIVE MATERIAL
FLOW CULVERT BARREL,
TO LINE THE HIGH
RAP IS USED
CULVERT BARREL. IF RIP
THE HIGH FLOW
NATIVE MATERIAL IN
SUPPLEMENT THE
MAY BE USED TO
CULVERT BARREL. RIP RAP
THE LOW FLOW
USED TO LINE
STREAM BED MAY BE
EXCAVATED FROM THE
MATERIAL THAT IS
CONSTRUCTION. ONLY
DURING CULVERT
AT THE PROJECT SITE
BED OR FLOODPLAIN
FROM THE STREAM
THAT IS EXCAVATED
CONSISTS OF MATERIAL
NATIVE MATERIAL
OUTLET.
CULVERT AT INLET AND
PLACE SILLS 1.0’ INSIDE
BURIED 1’
BENCH
1’ FLOODPLAIN
TOP OF SILL
STREAMBED ELEV. /
TIE-IN LOCATION.
TO NATURAL WIDTH AT
STRUCTURE FACE. VARIES
17’ CHANNEL WIDTH AT
3:1GROUND
NATURAL
1’ SILL
(SOUTH)
BARREL
LOW-FLOW
2’ SILL
(NORTH)
BARREL
HIGH-FLOW
TOTAL GEOTEXTILE FAB. = 1,014 SY
TOTAL CL 1 RIP RAP = 745 TONS
TOTAL CHANNEL EXCAVATION = 1,402 CY
PERMANENT CHANNEL EXCAVATION
LENGTH = 138’, SLOPE = 0.4%
LOOKING DOWNSTREAM
LENGTH = 110’, SLOPE = 0.3%
LOOKING DOWNSTREAM
NTS
NTS
(CULVERT WALL)
1’ OFFSET
2’ THICK
CLASS I RIPRAP
KEY-IN
INLET CHANNEL IMPROVEMENTS
3:1
3:1NTS
(CULVERT WALL)
1’ OFFSET
TIE-IN LOCATION.
TO NATURAL WIDTH AT
STRUCTURE FACE. VARIES
17’ CHANNEL WIDTH AT
LENGTH = 50’, SLOPE = 2.20%
LOOKING DOWNSTREAM
EXCAVATION
GROUND
NATURAL
GROUND
NATURAL
EXCAVATION
2’ THICK
CLASS I RIPRAP
KEY-IN
TOTAL GEOTEXTILE FAB. = 0 SY
TOTAL CL 1 RIP RAP = 185 TONS
TOTAL CHANNEL EXCAVATION = 160 CY
PERMANENT CHANNEL EXCAVATION
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1, Suite 700
P: [phone]
(PLAN VIEW)
MIN (TYP)
18" OVERLAP
TOP OF SLOPE
TOE OF SLOPE
MIN (TYP)
5’ OVERLAP
ROLL WIDTH
ROCK PLATING (TYP)
GEOTEXTILE FOR
GEOTEXTILE OVERLAP DETAIL
3.0:1 (H:V) OR FLATTER
EXISTING GROUND
TOE OF ROCK EMBANKMENT
1.
2.
4.
3.
(NOT TO SCALE)
ROCK EMBANKMENT TYPICAL SECTION
NOTES
LINE ENDBEGIN LOCATION
30+80 +/-31+38 +/-
DATE: 04-30-20
PROJECT REFERENCE NO.
ENGINEER

SIGNATURE DATE
SHEET NO.
ENGINEER
GEOTECHNICAL
SIGNATURE DATE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
I-5986A 2G-2
SNIOG .K YROG
ERG041709PROFESSIONALENGINEER
N ORTH CARO
LINA
SEAL
DETAIL & NOTES
ROCK EMBANKMENTS
-Y5LPD-RIGHT
ROCK EMBANKMENT LOCATIONS
1.5:1 (H:V)WATER LEVEL
1.5’1.0’
GEOTEXTILE FOR ROCK EMBANKMENT, Type 2
COMMON BORROW
CLASS III
SELECT MATERIAL,
1.5:1 (H:V)
TOP OF RIP RAP, CLASS B (1.0’ ABOVE WATER LEVEL)
SEE ROCK EMBANKMENTS SPECIAL PROVISION
ROCK EMBANKMENTS (RIP RAP, CLASS B),
FOR ROCK EMBANKMENTS, SEE ROCK EMBANKMENTS SPECIAL PROVISION.
INSTALL GEOTEXTILE FOR ROCK EMBANKMENT AS SHOWN IN THE DETAIL.
MATERIAL, CLASS III.
FILL THE WEDGE BETWEEN THE RIP RAP AND THE EXISTING GROUND WITH SELECT
INSTALL ROCK EMBANKMENTS USING RIP RAP, CLASS B, AS SHOWN IN THE PLANS.
18’ MIN
18" RCP18" RCPSSCONC
WOODS
WOODS
ROW FENCE WD POST/WIRE
11’ BST
3’ BST
I-95 SBL 24’ BST
I-95 NBL 24’ BST
4’ BST
10.5’ BST
OVERLAY EXISTING
PAVEMENT
24’PS12’PS12’PS4’PS11’EXIST.02Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
15+00
900’ LANE DROP
+91.17-LSB- POT STA. 12+00.00
BEGIN TIP PROJECT I-5986A
-LNB- POT STA. 12+00.00
BEGIN TIP PROJECT I-5986A
-LSB- POT Sta. 10+00.00
-LNB- POT Sta. 10+00.00 26000DEFA
ULT_POI
NT200’ PS TAPER
15+00
15+00
F
C C
F
F
F
RETAIN SYSTEM0403
0404
FS
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
W/ FLOWABLE FILLPLUG & FILLRETAIN DI
RETAIN DI
04EX1
04EX2
RETAINRETAINADJ. 2GIB-WSS24" RCP-IIIOF 18" RCP
REMOVE APPROX. 8 LF
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh04.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh04.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
41-5986A
NAD 83/ NA 2011
SEE SHEET 5-LSB- STA. 15+00.00MATCHLINESEE SHEET 5-LNB- STA. 15+00.00MATCHLINEFOR -LSB- PROFILE SEE SHT. 83
FOR -LNB- PROFILE SEE SHT. 83
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
R/W MON
R/W MON
BM #561
(EXIT 52)
TO ROCK HILL RD (SR 1835)15" RCPDI-BL-77
WOODS
WOODS
WOODS
FALLOW
11’ BST
3’ BST
3’ BST
11’ BST
11’ BST
11’ BST
I-95 NBL 24’ BST
11’ BST
I-95 NBL 24’ BST
3.5’ BST
3.5’ BST
3’ BST
I-95 SBL 24’ BST
I-95 SBL 24’ BST
I-95 SBL 24’ BST
-BL-86
-BL-85
-BL-78
SSPS12’PS12’OVERLAY EXISTING
OVERLAY EXISTING
PAVEMENT
36’EXISTEXIST.02Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
15+00
20+00
25+00
900’ LANE DROP
+91.17PI Sta 18+02.99
D
L = 243.85’
T = 121.93’
R = 350,000.00’
-LSB-
DS = 75 MPH
SE = NC
-LSB- PC Sta. 16+81.06
-LSB- PT Sta. 19+24.92
15+00 20+00 25+00
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE S;;
;
;
F F
F
C
F
F
C
F
F
F
F
C
RETAIN DI 05EX1RETAIN0502
COLLAR
15" RCP-III
0503
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAPSEE DETAIL A
V DITCH
SPECIAL LATERAL INV=120.5’
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh05.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
51-5986A
NAD 83/ NA 2011
SEE SHEET 4-LSB- STA. 15+00.00MATCHLINESEE SHEET 4-LNB- STA. 15+00.00MATCHLINESEE SHEET 6-LSB- STA. 27+00.00MATCHLINESEE SHEET 6-LNB- STA. 27+00.00MATCHLINEFOR -LSB- PROFILE SEE SHTS. 83 THRU 84
FOR -LNB- PROFILE SEE SHTS. 83 THRU 84
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
18" RCP18" RCP15" RCPDI
DI
DI
DI
CONC
CONC
CONC
CONC15" RCP48" WW & 1 SBW
48" WW & 1 SBW
WOODS
WOODS
I-95 SBL 38’ BST
I-95 NBL 38’ BST
10’ BST
3.5’ BST
3’ BST
11’ BST
WOODS
WOODS
R/W MON
R/W MON
R/W MON
MON
EXISTING R/W
EXISTING R/W
EXISTING R/W
-BL-87
-BL-84
-BL-83
-BL-82
-BL-88
-BL-89
OVERLAY EXISTING
PAVEMENT
36’PS12’.00.01.02.03TYP.
83.34’.03PS12’.01.0236’PS12’PS12’36’PS12’PS12’EXISTEXISTPROP. SIGN
8:1 8:1Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SE = 0.03
DS = 75 MPH
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
-LSB-
-LSB-
-LNB-30+00
35+00
40+00
PIs Sta 31+98.38
F
Ls = 250.00’
LT = 166.67’
ST = 83.33’
PI Sta 37+67.32
D
L = 970.68’
T = 485.61’
R = 12,000.00’
-LSB- TS Sta. 30+31.71
-LSB- SC Sta. 32+81.71
30+00
35+00 40+00
CAT-1
GREU TL-3
;
;
;;
F
C
F C C
C F C
C
F
CF
F
F
F
F
W/ FLOWABLE FILLPLUG & FILLREMOVE DI
06EX1
06EX2
RETAIN DI
RETAIN DI
0604
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
RETAINRETAINSEE DETAIL O
8’ BASE DITCH
SPECIAL LATERAL
SEE DETAIL A
V DITCH
SPECIAL LATERAL
0601
2GIB-WSS
0602
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
0603
2GIB-WSSW/ FLOWABLE FILLPLUG & FILL24" RCP-IIIINV=116.2’INV=118.3’
FS
FS24" RCP-IIIREMOVE DI
7 LF OF EX. 18" RCP
REMOVE APPROX.
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh06.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
61-5986A
SEE SHEET 5-LSB- STA. 27+00.00MATCHLINESEE SHEET 5-LNB- STA. 27+00.00MATCHLINESEE SHEET 7-LNB- STA. 40+00.00MATCHLINESEE SHEET 7-LSB- STA. 40+00.00MATCHLINEFOR -LSB- PROFILE SEE SHTS. 84 THRU 85
FOR -LNB- PROFILE SEE SHTS. 84 THRU 85
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
18" RCP18" RCP18" RCP15" RCP15" RCPDI
DI
DI
DI
DI
DI
CONC
CONC
CONC
CONC
CONC
CONC
48" WW & 1 SBW
48" WW & 1 SBW
EIP
-BL- 79
-BL- 95
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS 117.74BL-95I-95 NBL 38’ BST
I-95 SBL VAR BST
I-95 NBL 38’ BST
I-95 SBL 38’ BST
10’ BST
3.5’ BST
11’ BST
3’ BST
WOODS
R/W MON
R/W MON
R/W MON
EXISTING R/W
EXISTING R/W
EXISTING R/W18" RCP-BL- 90
-BL- 81
-BL- 80
-BL- 91 134.84136.03133.58N 2129’53" W625.13’OVERLAY EXISTING
PAVEMENTPS12’PS12’PS12’PS14’TAPER
300’ LANE
36’.03.0336’EXISTEXISTResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DS = 75 MPH DS = 75 MPH
SE = 0.03 SE = EXISTING
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
-LSB--LNB-
-LSB-
-LNB-
45+00
50+00
-LNB- TS Sta. 40+27.43 -LNB- SC Sta. 42+77.43
ST = 83.33’
PIs Sta 41+94.09
F
Ls = 250.00’
LT = 166.67’
PI Sta 53+89.43
D
L = 2,217.12’
T = 1,112.01’
R = 11,500.00’+91.17-LSB- PCC Sta. 52+08.26
PI Sta 47+30.54
D
L = 955.86’
T = 478.14’
R = 13,000.00’
-LSB- PCC Sta. 42+52.40
40+00
45+00
50+00
SE = 0.03
DS = 75 MPH
PI Sta 37+67.32
D
L = 970.68’
T = 485.61’
R = 12,000.00’
DS = 75 MPH
PI Sta 55+59.06
D
L = 701.38’
T = 350.80’
R = 11,388.00’
40+00
SE = 0.03
;;
;
;
F
C
F
C
C
C C
F
C
CF
0704
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
RETAIN DI
RETAIN DI
07EX2
07EX1
0703
2GID-WSS
RETAINRETAIN18" RCP
REMOVE 12’W/ FLOWABLE FILLPLUG & FILLFS
0707
2GID-WSS
REMOVE DI
REMOVE DI
0706
0708
FS
FS
W/ FLOWABLE FILLPLUG & FILLW/ FLOWABLE FILLPLUG & FILL24" RCP-IVSEE DETAIL O
11’ BASE DITCH
SPECIAL LATERAL 24" RCP-IIIINV=114.0’
INV=111.3’
07EX3RETAINRETAIN DI
ADJ. 2GIB-WSS18" RCP-III CL B RIPRAP
5 TONS
GEOTEXTILE
W/14 SY
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh07.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
7I-5986A
SEE SHEET 7-LNB- STA. 40+00.00MATCHLINESEE SHEET 6-LSB- STA. 40+00.00MATCHLINESEE SHEET 8-LSB- STA. 53+00.00MATCHLINESEE SHEET 8-LNB- STA. 53+00.00MATCHLINEFOR -LSB- PROFILE SEE SHTS. 85 THRU 86
FOR -LNB- PROFILE SEE SHTS. 85 THRU 86
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
18" RCP15" RCPDI
DI
ECM
EXISTING R/W
EXISTING R/W
CONC
CONC
EXISTING R/W
R/W WIDTH VARIES2
4
" C&G 24" C&GI-95 NBL 38’ BST
I-95 SBL VAR BST
BST
3’ BST
VAR BST
10’ BST
3’ BST
SR 1833 SANDEROSA RD 27’ BST
CITY OF EASTOVER
WOODS
GRASS
60.00’E
XISTIN
G R/WE
XISTIN
G R/W-BL- 96 -BL- 97
R/W MON
EXISTING R/W
1
1
2
1
2
5.
5
4
9
P
P
1
2
4.
0
7
1
2
9.
2
3
1
2
5.
5
5
1
2
8.
2
3
1
2
8.
6
4
1
2
4.
1
5
1
2
2.
6
7
1
2
3.
7
1
1
2
4.
2
1BILLBOARD
DB 5307 PG 668
PB 92 PG 15
TEMPLE BAPTIST CHURCH
DB 4399 PG 106
HUBERT ELLIS MCDONALD JR .00.01.02.03.04.05.06.07+57.14TYP.
28.57’.03.02.01.00+27.05TYP.
83.34’.01.02.02.02.025OVERLAY EXISTING
PAVEMENT
CLEAR TO NOISE WALL
BEGIN WW FENCE
300’ LANE TAPER
680’ ACCEL. LANE
PS12’PS12’48’48’.03PS12’PS12’EXISTOVERLAY EXISTING
PAVEMENT
-LSB- STA. 54+81.05 (194.23’LT)
END WW FENCE
BEGIN NOISE WALL
-LSB- 54+20.00
RETAIN CONCRETE DITCH
REMOVE EXISTING FENCE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-YRPB- SC Sta. 12+00.00
SE = 0.03
PROP. NOISE WALL NW1B
DS = 75 MPH DS = 75 MPH
SE = EXISTING
PIs Sta 11+33.35
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
PI Sta 14+17.34
D
L = 433.50’
T = 217.34’
R = 2,400.00’
-YRPB-
DS = 65 MPH
SE = 0.07
RETAIN EXISTING C/A FENCE
PROP. NOISE WALL NW1B
-LSB--LNB-
-LSB-
-LNB-55+00
60+00
-LNB- CS Sta. 64+94.54
PI Sta 53+89.43
D
L = 2,217.12’
T = 1,112.01’
R = 11,500.00’
(36’ LT)
-YRPB- TS Sta. 10+00.00
-LSB- POT Sta. 61+71.17=
PI Sta 55+59.06
D
L = 701.38’
T = 350.80’
R = 11,388.00’
PIs Sta 59+92.97
F
Ls = 250.00’
LT = 166.67’
ST = 83.33’
-LSB- ST Sta. 61+59.64
-LSB- CS Sta. 59+09.64
LT = 166.67’
PIs Sta 65+77.88
F
Ls = 250.00’
ST = 83.33’
55+00 60+00 65+00 65+00
65+00
PROP. NOISE WALL NW1B
C/A FENCE
RETAIN EXISTING ;;
;
;
MILEMARKER 54.1
-LNB- STATION 55+62 RT
NON-IMPACTED BILLBOARD
FC
C
C
C
C
F
F
F F
F F
REMOVE DI
0801
0802
2GID-WSS
REMOVE DI
RETAIN DI
W/ FLOWABLE FILLPLUG & FILL08EX1RETAIN08EX2
0803
24" RCP-IIIFS
SEE DETAIL O
11’ BASE DITCH
SPECIAL LATERAL
SEE DETAIL I
BASE DITCH
STANDARD 4’24" RCP-IIIINV=107.9’
SEE DETAIL A
SPECIAL LATERAL V DITCH
INV=111.4’
ON BANKS ONLY
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
SEE DETAIL V
SPECIAL CUT BASE DITCH
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh08.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8
NAD 83/ NA 2011
I-5986A
SEE SHEET 9-LNB- STA. 65+00.00MATCHLINESEE SHEET 9-LSB- STA. 65+00.00MATCHLINESEE SHEET 7-LSB- STA. 53+00.00MATCHLINESEE SHEET 7-LNB- STA. 53+00.00MATCHLINEFOR -YRPB- PROFILE SEE SHT. 145
FOR -LSB- PROFILE SEE SHT. 86
FOR -LNB- PROFILE SEE SHT. 86
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
18" RCP18" RCPDI
15" CONC HW
EIP
EXISTING R/W
EXISTING R/W
18" RCP15" RCP15" RCP
18" RCP 30" RCP30" RCP30" RCP36" RCP
DI
DI
DI
DI
DI
DI
DI
DI
1
0
0
1
1
0
0
3
1
0
0
4
1
0
0
7
1
0
0
8
1
0
1
6
DI
DI
15" RCP
15" RCP
ECM
ECM
ECM
ECM
ECM
ECM
ECM
ECM
ECM
ECM
ECM
5
0
0
8
5
0
0
9
5
0
1
1
5
0
1
3
5
0
1
5
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
10’ BST
CONC
CONC
CO
N
C
CONC
CONC
CONC
EXISTING R/WEXI
STI
NG R/WCONC ISL ISLCONCCONCCONCI-95 NBL VAR BST
I-95 NBL 38’ BST
I-95 NBL 38’ BST
I-95 NBL VAR BST
ON RAMP TO I-95 VAR BST
I-95 SBL VAR BST
I-95 SBL 38’ BST
I-95 SBL VAR BST
ISL
C
O
NC CURB6" CONC CURB6" CONC ON RAMP TO I-95 VAR BST
BST3’ BST
4’ BST
3’ BST
4’ BST
10’ BST
4’ BST
VAR BST4’ BSTVAR BST
5’ BST
4’ BST
10’ BST
10’ BST
4’ BST VAR BST4’ BSTVAR BST
4’ BST
4’ BST
4’ BST
4’ BST
VAR BST
S
R 1833
S
ANDE
ROS
A RD 24’ BS
T
SR 1833 SANDEROSA RD VAR BST EXI
T RAM
P TO SR 1832
M
URPHY RD VAR BSTSR 1832 MURPHY RD 49’ BSTSR 1832 MURPHY RD VAR BSTEXI
T RAMP TO SR 1832 MURPHY RD VAR BSTCI
TY OF EASTOVERWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
WOODS/SWAMP
WOODS
CONC DECKCONC DECK1
0
1
1
0
2
-BL- 98
-BL- 101
-BL- 102
-BY- 92
-BY- 93
-B
Y
- 94MTLTO NC HWY 301TO BAYWOOD RD (SR 1831)9
8
5
0
1
5
0
2
5
0
3
5
0
4
5
0
5
5
0
6
5
0
7
5
0
8
5
0
9
5
1
0
5
1
1
5
1
2
5
1
3
5
1
4
5
1
5
5
1
8
5
1
9
5
2
0
5
2
1
5
2
2
5
2
3
5
2
4
5
2
5
5
2
6
5
2
7
5
2
8
5
2
9
5
3
0
5
3
1
5
3
2
9
4
1
0
1
9
3
2
0
7
5
2
0
7
6
2
0
7
7
2
0
7
8
2
0
7
9
2
0
8
0
2
0
8
1
2
0
8
2
2
0
8
3
2
0
8
4
2
0
8
5
2
0
8
6
2
0
8
7
2
1
3
1
2
1
3
2
2
1
3
3
2
1
3
4
2
1
3
5
2
1
3
6
2
1
3
7
2
1
3
8
2
1
3
9
2
1
4
0
2
1
4
2
2
1
4
3
2
1
6
8
2
1
6
9
E
XIS
TI
NG R/WI-95 SBL 38’ BST
4’ BST
10’ BST
CONC WWCONC WWCONC WWCONC WWCONC
W
WCONC WWCONC WW
CONC WW
LOCATION
APPROX.
LOCATION
APPROX.SEAT=129.05’SEAT=128.87’SEAT=130.02’SEAT=130.29’-BL- 99
1
1
7
1
2
4.
1
0
1
1
8
1
2
4.
6
6
1
1
9
1
2
3.
2
4
1
2
0
1
1
8.
5
8
0
1
02
03
04
CONCRETE 3.5’ PIERS
JOANN POWERS PARKER
JAMES MICHAEL PARKER
PB 90 PG 170
DB 4427 PG 442
S 2916’55" W
105.03’S 6245’54" E766.24’S 5934’03" W1162.80’
DB 3052 PG 523
NEIL F LESLIE HEIRS
PB 87 PG 13S 5651’21" E224.15’S
3307’08" W
189
.02’S 6331’03" E117.59’S 2628’59" W
370.97’S 6250’55" E766.64’S 1040’46" W
139.73’S 7926’21" E81.86’
MARY J SWANN
DB 2836 PG 687
DB 3703 PG 394
PAUL LAVERNE MURPHY
PB 91 PG 14
DB 2493 PG 59
HEIRS, C/O MARSHA AUTRY
MARGARET MURPHY AUTRY
PB 131 PG 172
DB 5038 PG 46
DB 4427 PG 442
JAMES MICHEAL PARKER
PB 90 PG 170
MWMP INVESTMENTS LLC
PB 99 PG 8
N 5709’06" W759.32’DB 5038 PG 406
MWMP INVESTMENTS LLC
S 6144’09" E222.37’S 6144’09" E103.71’S
8
8
2
0’
2
2
" W8
8
9.
2
3’S
8
7
5
1’
2
1" E2
5
8.
8
4
’S
8
7
5
2
’
5
0
" E7
3.
5
2
’
MARTIN MANAGEMENT INVESTMENTS LP
DB 6470 PG 884
PB 91 PG 32
DB 5307 PG 668
PB 92 PG 15
TEMPLE BAPTIST CHURCH
KIRKPATRICK ASSOCIATES
DB 2850 PG 241PS12’PS12’8:1
8
:1 14’.03.04.05.06.07+51.43TYP.
28.57’.07.06+48.57TY
P.28.57’.07.06.05.04.03.02+90.64TYP.28.57’EXIST..025.02.02.025.02PS128:116’PS4’PS4’PS4’16’PS4’OVERLAY EXISTING PAVEMENT
OVERLAY EXISTING PAVEMENT .025.028:1 EXIST..025.02OVERLAY EXISTING PAVEMENT
OVERLAY EXISTING PAVEMENT
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
36’PS12’PS12’36’
REESE CREEK PS4’PS12’EXISTEXISTEXISTEXISTEXISTPS12’PS4’CLEAR TO NOISE WALL
TIE TO EXISTING
END WW FENCE
STA. 76+50.00 TO STA. 80+00.00
MILL EXISTING PAVEMENT UNDER BRIDGE
STA. 76+00.00 TO STA. 79+50.00
MILL EXISTING PAVEMENT UNDER BRIDGE
REMOVE EXISTING FENCE
-LSB- STA. 68+24.38 (274.78’ LT)
END NOISE WALL
BEGIN WW FENCE
(238.82’ LT)
-LSB- STA. 66+68.85
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
CAT-1
B-77B-77CAT-1GREU TL-3B-77B-77CAT-1GREU TL-3PIs Sta 13+97.14
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
PI Sta 16+91.43
D
L = 453.35’
T = 227.65’
R = 2,000.00’
PIs Sta 19+83.81
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
PI Sta 22+40.49
D
L = 75.57’
T = 37.81’
R = 800.00’
PI Sta 14+17.34
D
L = 433.50’
T = 217.34’
R = 2,400.00’
PIs Sta 17+00.18
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
PI Sta 20+71.04
D
L = 308.90’
T = 154.81’
R = 1,850.00’
-YRPB--YRPA--Y-
15+00
20+00
25+00
20+0015+00
15+0020+00-YRPA- TS Sta. 12+63.78
-YRPA- SC Sta. 14+63.78
-YRPA- CS Sta. 19+17.13
-YRPA- ST Sta. 21+17.13
-YRPA- PC Sta. 22+02.68
-YRPB- ST Sta. 18+33.50
-YRPB- CS Sta. 16+33.50
-YRPB--Y
R
PA
--Y-PROP. NOISE WALL NW1B
BEGIN OVERLAY
-YRPB- CS Sta. 18+00.00
END GRADE
-YRPA- PT Sta. 22+78.25BEGIN OVERLAY
-Y- POT Sta. 10+05.90
BEGIN OVERLAY
BEGIN CONSTRUCTION
-Y- P0T Sta. 23+34.00
END CONSTRUCTION
END OVERLAY
-Y- POC Sta. 19+83.13
DS = 65 MPH DS = 65 MPH DS = 50 MPH DS = 50 MPH
SE = 0.07 SE = 0.07 SE = EXIST.
END GRADE
GREU TL-3
-Y- POT Sta. 15+36.47
-YRPB- POT Sta. 27+32.12
-Y- POT Sta. 10+70.33=
-YRPA- POT Sta. 24+27.73
-Y- POT Sta. 10+96.11=
SE = EXISTING
-Y- PC Sta. 19+16.23
-YRPA- POC Sta. 19+00.00
RETAIN EXISTING C/A FENCE
R
E
TA
IN

E
X
IS
T
IN
G

C
/A

F
E
N
C
E
MURPHY ROAD
-LNB-
-LNB- POT Sta. 77+50.78=
-LSB-
-LSB-
-LNB-
-LNB-
-LNB-
65+00
70+00
75+00
80+00
85+00
90+00
-LNB- ST Sta. 67+44.54
PIs Sta 65+77.88
F
Ls = 250.00’
LT = 166.67’
ST = 83.33’
-Y- POT Sta. 14+55.55
-LSB- POT Sta. 77+96.53=
-Y- PT Sta. 22+25.13
65+00
70+00 75+00
80+00
85+00
90+00
65+00
RETAIN EXISTING C/A FENCE
RETAI
N EXI
STI
NG C/A FENCE-Y- POT Sta. 10+00.00
10+00;
;
;
;
;
;
;
;
F
C C
F
C
C
C
C C
C
C
C
C C
C
C
C
C
F
C
F
C
C F
F
F
FF F
F
F
C
C
0902
SEE DETAIL B
SPECIAL CUT DITCH
RETAIN DI
09EX1
09EX2
RETAIN DI
09EX3
RETAINRETAIN4-OTCB
SEE DETAIL B
SPECIAL CUT DITCH
09EX6
09EX7
09EX8
09EX11
RETAIN DI
RETAIN DI
RETAIN DI
RETAIN
RETAIN
RETAINRETAINRETAIN 09EX12
09EX13
09EX14
RETAINRETAINRETAIN DI
09EX15
RETAIN DIRETAIN
REMOVE DI
REMOVE
0901
0903
0904
GRADE TO DRAINGRADE TO DRAIN
09EX16
FS
TO JB w/MH
CONV. DI
0907
RETAIN DI
09EX9
SEE DETAIL G
MEDIAN V DITCH0908
4OTCB
SEE DETAIL U
SPECIAL CUT DITCH
RETAIN
RETAIN
09EX4
RETAIN DI
4OTCB
RETAIN66" RCP-IIIRETAINSEE DETAIL G
MEDIAN V DITCH
SEE DETAIL V
SPECIAL CUT BASE DITCH
SEE DETAIL V
SPECIAL CUT BASE DITCHTRENCHLESS INSTALLATION 66" WELDED STEEL TRENCHLESS INSTALLATION 66" WELDED STEEL SP. DET. HW
SP. DET. HW
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
NAD 83/ NA 2011

8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh09.dgnaheflerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
9
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
56,600
44,500
56,400
44,600
(SR 1832)
MURPHY ROAD
7,300
4,900
7,700
5,400
1,700
1,000
700
400
1,800
1,300
1,000
600
(SR 1832)
MURPHY ROAD
I-95 I-95
I-5986A
PLANS
0
GRAPHIC SCALE
502550SEE SHEET 8-LSB- STA. 65+00.00MATCHLINESEE SHEET 8-LNB- STA. 65+00.00MATCHLINESEE SHEET 10-LSB- STA. 91+00.00MATCHLINESEE SHEET 10-LNB- STA. 91+00.00MATCHLINEFOR -YRPB- PROFILE SEE SHT. 145
FOR -YRPA- PROFILE SEE SHT. 144
FOR -Y- PROFILE SEE SHT. 144
FOR -LSB- PROFILE SEE SHTS. 86 THRU 88
FOR -LNB- PROFILE SEE SHTS. 86 THRU 88

REVISIONS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
FNC LINE???18" RCP24" RCP15" RCPI
NV (
F
ES)
=
112.0
9’
CONC
CONC
CONC
CONC
DI
DI
DI
DI
CONC
DI
18" RCPCONC
DI
18" RCP 30" RCP
15" HDPEJ
B12" HDPE12" HDPE24" CMP
18" R
C
P
30" CMP 30" RCP15" HDPE24" C MP12" HDPE12" HDPE12" HDPE12" HDPE12" HDPEWOODSWOODSMTL MTL
MTL
MTL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
48"
W
W & 1SB
W
CONC 48" WW & 1SBW
W
OODSW
O
O
D
S
WOODS
CONC
WOODS
WOODS
WOODSWOODS
WOODS
WOODSMTLMTLMTL
MTL
2 S F D
SOIL
CONC
S 36" WDS
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST I-95 SB
L
V
A
R
B
ST
I-95 NBL VAR BST
I-95
OFF
R
A
MP
V
A
R
BS
T
US 301/I-95 NBL VAR BST4’ BST
3.5’ BST
3’ BST
3’ BST
4’ BST2.5’ B
ST2.5’ BST3’ BST4’ BST3.5’ BST
3.5’ BST
48" WW
& 1SB
W48"’ WW
& 1 S
BW
15" CONC HW
CONC
DI
15" HDPES
EIP
E
IPE
IP
EIP
EIP
EIP
EIP EIPEIPEIP
R/W MON
R/W
MON
R/W
M
O
N
CONC DECK
CONC DECK
BL-100
BL-101
BL-102
BL-103
B
L-104BL-105
BY-167
BY-168
BY-169BY-170
BY-171BY1-173BY
1
-174
BM #1 BM #2124.34
123.15
128.07
127.85
127.88
126.41
EIP
124.73
EIP
130.58
126.03
128.52
134.47
128.13
4
RE
B
A
R
128.98
128.38
128.91
P
OSSIBLE J
U
N
CTIO
N
B
O
X 24" HDPE24" HDPE
24" HD
PE24" HDPE24" HDPE
SERVICE BOX POLE
05060708
09010011012
013014015016
CONCRETE 3.5’ PIERS
CONCRETE 3.5’ PIERS
CONCRETE 3.5’ PIERS
KIRKPATRICK ASSOCIATES
DB 2850 PG 241 CLAUDE STEVEN MOSLEYFRANCES SNOW MOSLEYDB 9560 PG 867KAREN T HALL
PB 68 PG 56
PB 94 PG 26
PB 124 PG 34
DB 3480 PG 779
DB 4563 PG 124
DB 7865 PG 607PB 94 PG 11DB 9743 PG 263JACTOM INC
DB 2979 PG 812
ELIZABETH J BRADT
JOEL DAVID BRADT
PB 117 PG 104
DB 9927 PG 112
LUCAS K SMITH
PB 117 PG 104
DB 9646 PG 115
SERGIO A BRADFORD
PB 117 PG 104
DB 9752 PG 883
ANTHONY T NICHOLSON
HANNAH C ROGERS
PB 117 PG 104
DB 9707 PG 165
MARTIN A BARBOSA
ANGELA M BARBOSA
PB 117 PG 104
DB 10068 PG 215
MORGAN L REITES
PB 117 PG 104
DB 8757 PG 130
ROBIN B DOBSON
DAVID T DOBSON
PB 117 PG 104
DB 8451 PG 711
JENNIFER B LOGAN
PB 117 PG 104
DB 9739 PG 525
CAROLYN D NEWBY
PB 117 PG 104
DB 9611 PG 168
HOLLY M WARD
BRAD L WARD
BRUCE CAIN
PATRICIA F LAWRENCE
DB 8856 PG 276R/
W BK 1 PG 351RI
GHT OF
W
AY DRAW
N FROM S 5842’55" W431.72’N
6
4
0
9’
1
3" E2
5
3.
9
8’S 6127’01" W240.09’S 3247’50" E184.41’S 3247’50" EN 2714’50" W260.57’S
6
3
3
3’
5
5" W1
1
9.
6
4’N 5350’11" W162.36’N 1841’03" W198.47’N 4704’39" W
31.24’N 2404’53" E
99.85’N 4704’39" W140.84’S 6022’40" W136.57’N 6401’28" W157.97’N 1235’17" WN 3116’48" E
114.68’
N 4634’30" W38.51’N 4634’30" W156.06’N
8
3
4
9’5
4" W19
6.5
6’S
6
3
2
8’
2
7" W1
2
7.
4
4’N 3542’33" W125.71’N 1318’09" E
226.24’N 6142’24" E127.71’N 2631’08" W208.71’N 2631’08" W243.28’N 2734’56" W205.41’N 86
56’37" WS 8322’23"
W
51.58’N 3110’32"
W34.62’
KIRKPATRICK ASSOCIATES
DB 2850 PG 241
DB 3062 PG 305
DB 3062 PG 309
DB 3062 PG 311REVOCABLE LI
VI
NG TRUSTSYLVI
A C SCALLY SYLVI
A C SCALLY,
TOTAL 184.10’
TO EIP 183.96’
PATRICIA F LAWRENCE
DB 8856 PG 276
PG 104
PB 117
PG 424
DB 10048 12’12’12’12’EXIST.8:1 PS12’24’8:1
.071.083.08.07.06.05.04.03.02.01.00.01.02+44.15TYP.26.67 .03.03.04.03.025.03+30.00TYP
.40
.00
’.045.002.01.02+51.43TYP.
28.57’.01.00+08.61TYP.83.34’.01.02.03.03.02.01.00.01.02.02.025TYP.
83.34’.03.03.02+24.19TYP.
83.34’.02.01.00.01.03+00.57TYP.
83.34’
PS4’PS4’8:18:1
8:1
END GRADE
BEGIN OVERLAY
PS4’PS4’12’12’PS14’.02PROP. SIGN
PROP. SIGN
8
:1
-Y1SB- Sta. 18+50.00
.02OVERLAY EXISTING PAVEMENT
OVERLAY EXISTING PAVEMENT
OVERLAY EXISTING PAVEMENT
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
GUARDRAIL AT EXISTING CULVERT
DOUBLE POST SPACING FOR .03.07CLEAR TO NOISE WALL
NOISE WALL
CLEAR TO
T
O F
A
CE
OF
G
U
A
R
D
R
AIL S
HT. 2
A-2
SEE
DET
AIL
OF E
XTE
N
DI
N
G P
A
VE
D S
HL
D.
PAVEMENT ON EXIT RAMP
MILL AND OVERLAY EXISTING
END OVERLAY/BEGIN GRADE PS12’FENCE
REMOVE EXISTING
TIE TO EXISTING
END WW FENCE
PS14’12’8:1
FENCE
REMOVE EXISTING
+64.22 .02.025-LNB- POC Sta. 105+00.00
1350’ TRANSITION
1350’ TRANSITION +50.00+00.0010
0
’ TAP
ER
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
8:1
36’PS14’36’PS12’PS12’.0348’PS12’23.6’PS10.2’PS12’PS4’VAR.PS12’PS12’(LT & RT)
PS TAPER
100’ PS4’REESE CREEK PS14’8:1
8:1
REVISIONS TO THE DESIGN IN THE VICINITY OF REESE CREEK
PLEASE NOTE: REESE CREEK STUDY IS UNDERWAY AND WILL LIKELY RESULT IN
STA. 100+00.00 TO STA. 103+50.00
MILL EXISTING PAVEMENT UNDER BRIDGE
STA. 98+50.00 TO STA. 104+00.00
UNDER BRIDGE
MILL EXISTING PAVEMENT
CONCRETE DITCH
.03-Y1SB- STA. 23+87.00 (119.10’ RT)
-Y1SB- STA. 22+60.71 (118.82’RT)
BEGIN NOISE WALL
BEGIN WW FENCE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]B-7
7
B-
7
7
B-77
GREU TL-3
GREU TL-3
B-77
15+00
2
0+00
3
0
+
0
0
35+0040+00
25+00 30+0025+00-Y1NB- CS Sta. 21+63.72
-Y1NB- ST Sta. 23+23.72
-Y1NB- TS Sta. 23+73.93
-Y1NB- SC Sta. 25+33.93 -Y1NB-
-Y1NB-
-Y1NB- ST Sta. 43+69.48
-Y1SB-
GREU TL-3
CAT-1
ST = 53.33’
PIs Sta 22+17.05
F
Ls = 160.00’
LT = 106.67’
ST = 53.35’
PIs Sta 24+80.61
F
Ls = 160.00’
LT = 106.68’
-Y1NB-
PI Sta 34+51.99
D
L = 1,675.56’
T = 918.06’
R = 1,650.00’
PIs Sta 42+62.83
F
Ls = 160.00’
LT = 106.68’
ST = 53.35’
PI Sta 14+61.93
L = 522.91’
T = 261.93’
R = 3,550.00’
D
-Y1SB-
PI Sta 17+56.04
D
L = 816.72’
T = 409.03’
R = 5,800.00’
SE = 0.03 SE = 0.03 SE = 0.06PROP. SBG-Y1SB- PCC Sta. 17+22.91
-Y1NB- CS Sta. 42+09.48
BEGIN GRADE
END OVERLAY
DS = 75 MPH DS = 75 MPH DS = 60 MPH DS = 60 MPH DS = 65 MPH DS = 60 MPH
SE = EXISTSE = EXIST CAT-1GREU TL-3
CAT-1
-Y1NB- POC Sta. 28+73.48
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE RETAI
N EXI
STI
NG C/A FENCEPROP. NOISE WALL NW1PROP. N
O
ISE W
A
LL
N
W
1I-95 BUSI-95
BUS
-LNB- POC Sta. 101+77.95=
-LNB-
-LSB-
-LSB-
-LSB-
-LSB-
-LNB-
-LNB-
95+00
100+00
105+00 110+00
115+00
-LNB- SC Sta. 94+90.41
PIs Sta 94+07.07
F
Ls = 250.00’
LT = 166.67’
ST = 83.34’
PI Sta 100+96.81
D
L = 1,210.17’
T = 606.40’
R = 7,500.00’
PIs Sta 107+83.91
F
Ls = 250.00’
LT = 166.67’
ST = 83.34’
-LNB- ST Sta. 109+50.57 -LNB- TS Sta. 115+37.98
(36’ LT)
-YRPA- POT Sta. 10+00.00
-LSB- POT Sta. 92+37.88=
-Y1NB- POC Sta. 27+57.16
-LSB- POC Sta. 101+32.76=
-LNB- SC Sta. 117+87.98
-Y1SB- SC Sta. 12+00.00
PIs Sta 94+19.12
F
Ls = 250.00’
LT = 166.67’
ST = 83.34’
PIs Sta 111+15.42
F
Ls = 250.00’
LT = 166.67’
ST = 83.34’
PI Sta 102+69.79
D
L = 1,529.63’
T = 767.34’
R = 7,700.00’
-LNB- TS Sta. 92+40.41
-LSB- TS Sta. 92+52.45
-LSB- SC Sta. 95+02.45
95+00
100+00
105+00 110+00
115+00
SE = 0.03
DS = 75 MPH
PIs Sta 117+64.27
F
Ls = 250.00’
LT = 166.67’
ST = 83.34’
PI Sta 123+16.67
D
L = 937.00’
T = 469.07’
R = 7,800.00’
0.05 IS NOT ACHIEVED
* TRANSITIONS TO EXISTING SUPERELEVATION
SE = 0.05 *
ATTENUATOR
-LSB- CS Sta. 110+32.08
-LSB- ST Sta. 112+82.08
-LSB- TS Sta. 115+97.60
-LSB- SC Sta. 118+47.60
CAT-1
-LNB- CS Sta. 107+00.57
R
ETA
IN
EX
IS
T
ING
C
/A
FENCE
RETAIN EXISTING C/A FENCE
PIs Sta 117+04.65
F
Ls = 250.00’
LT = 166.67’
ST = 83.34’
SE = 0.03
DS = 75 MPH
PI Sta 122+20.00
D
L = 863.44’
T = 432.01’
R = 9,600.00’ST = 87.60’
LT = 112.43’
Ls = 200.00’
F
F
PIs Sta 11+12.43
CONCRETE DITCH
REMOVE EXISTING
PI Sta 19+96.73
D
L = 547.09’
T = 273.82’
R = 4,976.82’
PI Sta 33+04.95
D
L = 1,975.99’
T = 1,002.10’
R = 4,815.00’
DS = 60 MPH
SE = EXIST
-LSB- PC Sta. 23+02.86
-LSB- PT Sta. 22+70.00
REMOVE DIFILLW/ FLOWABLEPLUG AND FI
LL1001
2GID-WSS18" RCP-III
1002
1003
1004
2GIB-WSS
2GIB-WSS1005
JB w/MH
Conv. DI To
10EX1RETAIN DI
10EX2
15" RCP-III 18" RCP-III
REMOVE DI W/ FLOWABLE FILLPLUG & FILLFS
FS
1010
2GIB-WSS
1006
W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
W/16 SY GEOTEXTILE
5 TONS CL B RIPRAP
1008
2GIB-NSF
1007
2GIB-NSF
1009
15" RCP-III
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL G
MEDIAN V DITCH
1012
1013
1014
1015
JB w/MH
HW
JB w/MH
1016
54" RCP-III
1017
2GIA-WSS
1020
FS
REMOVE DI
W/ FLOWABLE FILLPLUG & FILLRETAINRETAINRETAINRETAINRETAINREMOVE DI
REMOVE DI W/ FLOWABLE FILLPLUG & FILLW/ FLOWABLE FILLPLUG & FILLW/ FLOWABLE FILL
PLUG & FILL RETAIN1021
W/89 SY GEOTEXTILE
48 TONS CL I RIPRAP
2GIB-WSF
1022
1023 18" RCP-IV W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
RETA
IN
TRENCHLESS INSTALLATION 30" WELDED STEEL
W/ FLOWABLE FILL
PLUG & FILL
RETAIN
15" RCP-IV
4OTCB
SEE DETAIL W
BASE DITCH
STANDARD 4’
SEE DETAIL W
BASE DITCH
STANDARD 4’30" RCP-IV30" R
C
P-IV
1024
2GIB-WSF
TRENCHLESS INSTALLATION 36" WELDED STEEL HW
RETAIN JB
10EX4
10EX3RETAIN
TRENCHLESS INSTALLATION 66" WELDED STEEL TRENCHLESS INSTALLATION 60" WELDED STEEL FS
SEE DETAIL C
4’ BASE DITCH
SPECIAL LATERAL
SEE DETAIL O
4’ BASE DITCH
SPECIAL LATERALRETAIN
W/ FLO WA B LE FILL
PLU G & FILL
EXISTING 24" RCP
REMOVE 45’
15" RCP-III
SEE DETAIL B
SPECIAL CUT DITCH
W/ FLOWABLE FI
LLPLUG & FI
LLW/ FLOWABLE FI
LLPLUG & FI
LLW/ FLOWABLE FILL
PLUG & FILL
COLLAR
60" WELDED STEEL TRENCHLESS INSTALLATION 101160" RCP-III2 ELBOWS15" CSP W/23 SY GEOTEXTILE
10 TONS CL I RIPRAP
SEE DETAIL AI
DITCH W/ CL B RIPRAP
STANDARD 4’ BASE
SEE DETAIL V
SPECIAL CUT BASE DITCH
SEE DETAIL W
BASE DITCH
STANDARD 4’
SEE DETAIL A
SPECIAL LATERAL ’V’ DITCH
SEE DETAIL T
STANDARD V DITCH
EXISTING 30" CMP
REMOVE APPROX. 10 LF
SEE DETAIL B
SPECIAL CUT DITCH
F
C
F
F
C
C
C
C F
C
C
C
C
F
C
F
F
F
F
C
F
F
C
F
F
FF
C
C
C
C
F
F
F
;
;
;
;
;;
NAD 83/ NA 2011
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh10.dgnaheflerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
10
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
56,400
44,600
69,400
54,500
13,000
9,900
13,000
9,900
I-95
I-95
B
US.
I-5986A
PLANS
0
GRAPHIC SCALE
502550SEE SHEET 9-LSB- STA. 91+00.00MATCHLINESEE SHEET 9-LNB- STA. 91+00.00MATCHLINESTA. 20+00.00 SEE SHEET 63
MATCHLINE -Y1NB-SEE SHEET 63STA. 35+00.00MATCHLINE -Y1SB-SEE SHEET 11MATCHLINE -LSB- 119+50.00SEE SHEET 11MATCHLINE -LNB- 119+00.00FOR -Y1SB- PROFILE SEE SHT. 148
FOR -Y1NB- PROFILE SEE SHTS. 146 THRU 147
FOR -YRPA- PROFILE SEE SHT. 144
FOR -LSB- PROFILE SEE SHTS. 88 THRU 90
FOR -LNB- PROFILE SEE SHTS. 88 THRU 90

6/2/99

REVISIONS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 SEE SHEET 11MATCHLINE -Y1NB- 46+50.00
15" RCP18" RCPCONC
CONC
DI
DI
WOODS
WOODS
WOODS
MTL
MTL
POOL
1 S F D
1 S F D
1.5 S F D
G
SMTL
36" WD36" WD36" WDS
CONC
S
S
2 S F D
S
WOODS
WOODS
48" WW & 1SBW
BILLBOARD
CONC
I-95 SBL 50’ BST
I-95 NBL VAR BST
3.5’ BST
3.5’ BST
48" WW & 1 SBW
S
EIPEIP
EI
PEIP
EI
PR/W MON
R/W MON
R/W MON
EIP
BL-106
BL-107
BY-172
KERRY ANN ELLIOT
THELBERT LEE ELLIOTT, JR
DB 7995 PG 459
THE TAYLOR FAMILY TRUST
DB 5856 PG 437
KAREN C. GUYNN
ROBERT W. GUYNN
DB 7356 PG 667
GLENDA SUR PARKER
RONALD T PARKER
PB 45 PG 27
DB 9234 PG 106
CURTIS R CAHOON, III
JACQUELIN N CAHOON
PB 45 PG 27
DB 9790 PG 218
THELBERT LEE ELLIOTTE, JR
KERRY A ELLIOTT
DB 9657 PG 28CLAUDE STEVEN MOSLEYFRANCES SNOW MOSLEYDB 9560 PG 867CLAUDE STEVEN MOSLEY
FRANCES SNOW MOSLEY
DB 6411 PG 165
PATRICIA F LAWRENCE
DB 8856 PG 276
S.J.MCLAURIN, HEIRS
DB 4831 PG 521
S 6117’39" W255.00’N 6117’14" E255.00’S
6
3
5
7’
2
5" WS 2810’59" E119.66’S 6101’59" W99.98’N 4702’39" W64.97’S 2902’02" E133.94’S 6059’19" W150.00’S 2900’41" E165.64’S 2859’13" E165.58’N 6059’19" E150.00’N 6114’26" E24.11’N 6222’47" E142.44’
N 5407’58" E163.82’
S
8
5
4
8’14"
E
2
7
8.0
9’S 4537’18" E261.57’S 2833’08" E146.79’N 2833’08" W30.00’S 2833’08" E118.52’S 2840’33" E875.83’S 2847’43" E129.19’N 0313’41" E
106.45’S 2837’05" E309.36’S 6333’55" WN 3110’32"
W N 2838’25" W196.57’DB 4831 PG 521PS12’8:1
.02.02.01.02.00.02.01.02.02+54.19.03.03.02.01.02.00.02TYP.
83.34’+87.638:1
.03.025.02.025.025.01.02TYP.
83.34’+24.10.02TIE TO EXISTING
BEGIN WW FENCE
.03PS14’TYP.83.34’+50.0048’
48’
48’PS12’PS14’-LSB- STA. 119+25.00
BEGIN PROP. MEDIAN BARRIER
PROP. MEDIAN BARRIER
.03BETWEEN BARRIERS
FILL & CAP AREA
-Y1NB- STA. 59+50.09 (27.5’ RT)END NOISE WALL
-Y1NB- STA. 49+26.75 (27.5’RT)
BEGIN NOISE WALL 13’VAR.
13’
15’15’12’
PROP. SIGN
PROP. SIGN
-Y1SB- STA. 10+30.03 (94.56’RT)
END WW FENCE
END NOISE WALL
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
;
;
;
;
MILEMARKER 55.4
-LSB- STATION 126+47.50 LT
NON-IMPACTED BILLBOARD
C
F
C
F
C
C
C
C
F
C
C
C
F
C
C
SEE DETAIL B
SPECIAL CUT DITCH18" RCP-IV SEE DETAIL C
4’ BASE DITCH
SPECIAL LATERAL SEE DETAIL C
4’ BASE DITCH
SPECIAL LATERAL
15" RCP-III
1103
2GIB-WSF W/ FLOWABLE FILLPLUG & FILLREMOVE DI
SEE DETAIL B
SPECIAL CUT DITCH
1101 2GIB-WSF
1104
W/ 14 SY GEO FAB
5 TONS CL B RIPRAP
SEE DETAIL B
SPECIAL CUT DITCH
WITH FLOWABLE FILL
PLUG & FILL
REMOVE DI
2GIB-WSF1105
2GIB-WSF110224" RCP-IVINV=125.1’
15" RCP-III
1107
2GIB-WSF 1106
2GIB-WSF
15" RCP-
I
I
I
15" RCP-III
1109
2GIB-WSF
1110
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
INV=125.9’
INV=123.5’
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
1108 15" RCP-III
15" RCP-IV
50+00
55+00
-Y1NB- TS Sta. 49+34.19 -Y1NB- SC Sta. 50+94.19
-Y1SB--L-
GREU TL-3
-Y1SB-
PIs Sta 11+12.43
F
F
Ls = 200.00’
LT = 112.43’
ST = 87.60’
PIs Sta 50+40.86
F
Ls = 160.00’
LT = 106.67’
ST = 53.33’
PI Sta 54+72.91
D
L = 756.79’
T = 378.72’
R = 7,430.00’
-Y1NB-
CAT-1
SE = 0.03 SE = 0.03 SE = 0.02
DS = 75 MPH DS = 75 MPH DS = 65 MPH
PROP. NOISE WALL NW2
-LNB--LSB-
-LSB-
-LSB-
-LNB-
-LNB-
120+00
125+00
PI Sta 122+20.00
D
L = 863.44’
T = 432.01’
R = 9,600.00’
PIs Sta 127+34.76
F
Ls = 250.00’
LT = 166.67’
ST = 83.33’
-LNB- CS Sta. 126+51.43
(36’ LT)
-Y1SB- CS Sta. 10+00.00
-LSB- POC Sta. 120+96.96=
-LNB- ST Sta. 129+01.43
(13’ RT)
-LNB- POT Sta. 129+28.86
-L- POT Sta. 79+78.98=
PI Sta 123+16.67
D
L = 937.00’
T = 469.07’
R = 7,800.00’
PIs Sta 128+67.94
F
Ls = 250.00’
LT = 166.67’
ST = 83.34’
120+00
125+00
130+00130+00
-LSB- CS Sta. 127+84.61
PROP. NOISE WALL NW2
GREU TL-3
B-77
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
NAD 83/ NA 2011 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh11.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11I-5986A
SEE SHEET 10MATCHLINE -Y1NB- 46+50.00SEE SHEET 10-LNB- 119+00.00MATCHLINESEE SHEET 10MATCHLINE -LSB- 119+50.00FOR -Y1SB- PROFILE SEE SHT. 148
FOR -Y1NB- PROFILE SEE SHT. 147
FOR -LSB- PROFILE SEE SHTS. 90 THRU 91
FOR -LNB- PROFILE SEE SHTS. 90 THRU 91 MATCHLINE -LSB- 130+00.00 SEE SHEET 12www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
18" RCPCONC
CONC
15" RCP
15" RCP
15" C
MP UNKNOWNTERMINUS18" RCP18" RCPWOODSMTLMTLWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SOIL
48’ WW & 1SBW
48’ WW & 1SBW
48’ WW & 1SBW
MTL
WOODS
WOODS
48" WW & 1 SBWWOODSWOODSWOODSMTLMTL48" WW & 1SBW48" WW
& 1SB
W& 1SBW48" WW
PONDPOND
MTL
SOIL
SOIL
48" WW & 1 SBW
48" WW & 1 SBW
BILLBOARD
BILLBOARD
BILLBOARD
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
SR 1831 BAYWOOD RD 24’ BSTSR 1831 BAYWOOD RD 24’ BST10’ BST
10.5’ BST
4’ BST
4’ BST
10.5’ BST
10’ BST
3’ BST
3’ BST
PB 124 PG 127
ACCESS AND UTILITY EASEMENT
RI
PARI
AN EASEMENT TO POND ON LOT 1PB 124 PG 127ACCESS AND UTILITY EASEMENTR/W MON R/W MON
R/W MON
1
8
" RCP18" CMP18" RCP18" RCP18" RCP
WOODS WOODS
JB
POSSIBLE
JB
POSSIBLE
JB
POSSIBLEJB
POSSIBLE
18" RCPCONC DECKCONC DECKEXISTING R/W
EXISTING R/W
BL-108
BL-109
BL-110
BY2-177
BY2-178
TTPOLECAMERAFO12"12"
SOPHIA H EDWARDS
CLIFF L EDWARDS
PB 45 PG 27
PB 135 PG 155
DB 3564 PG 597
SHIRLEY T MCLAURIN
CHARLES G MCLAURIN
PB 124 PG 127
DB 8175 PG 542
WILLIAM P BIZZELL
PB 19 PG 44
DB 2905 PG 189
LACY MCLAURIN HEIRS
MARY L GILLESPIE
DB 476 PG 83
S 4537’18" E261.57’N 1123’56" W
37.79’N 5220’56" W317.26’N 7258’58" W313.67’
N 2933’04" E
724.67’
KENNETH A MCLAURIN
PB 124 PG 127
DB 8175 PG 544
S.J.MCLAURIN, HEIRS
DB 4831 PG 521
SHIRLEY T MCLAURINCHARLES G MCLAURIN8:1
8:1 PS12’PS
8’12’12’
PS
8’
PS
8’12’12’
PS
8’
8:1
.06
.05
.04
.03
.02
.01
.00
.01
.02
+14.45
.02.02.02.025TYP.26.67’.02.01.02.02.02.02.025.02.025.02TYP.
83.34’+18.20.02.02.025.025.02.02.025.02.00.025.02.01.02.025.02.02PS12’72’
48’
72’PS12’48’
26’26’ (FUTURE LANE)
26’ MEDIAN 26’ MEDIAN
300’ TAPERPS12’PS12’PROP. MEDIAN BARRIER
BETWEEN BARRIERS
FILL & CAP AREA
PS14’-Y1NB- STA. 59+50.09 (27.5’ RT)
END NOISE WALL
+00.008:1
SIGN
PROP.
SIGN
PROP
-L- STA. 82+56.44
BEGIN RETAINING WALL
-L- STA. 83+80.69
END RETAINING WALL
-L- STA. 82+55.68
BEGIN RETAINING WALL
-L- STA. 83+81.93
END RETAINING WALL
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
1
2
;;
;;
;
MILEMARKER 55.6
-L- STATION 86+50 LT
NON-IMPACTED BILLBOARD
MILEMARKER 55.7
-L- STATION 92+00 LT
NON-IMPACTED BILLBOARD
MILEMARKER 55.7
-L- STATION 92+50 RT
NON-IMPACTED BILLBOARD
C
C
F
F
C
F
FFF
FC
F
FC
FFFCC
C
FFFF1204
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
WITH FLOWABLE FILL
PLUG & FILL
REMOVE DI
SEE DETAIL K
LATERAL ’V’ DITCH 15" RCP-IV 1203 2GIB-WSF2GIB-WSF1201
1202 2GIB-WSF
1220
2GIB-NSF
1210 1213
2GIB-NSF
1214
2GIB-NSF
1215
2GIB-NSF
1219
2GIB-WSF1216
1217
SEE DETAIL J
LATERAL 4’ BASE DITCH
15" RCP-IV
2GIB-WSF
1221
1222 2GIB-WSF
2GIB-WSF
1218
3
0
" RCP-III
REMOVE CB
REMOVE PIPE
WITH FLOWABLE FILL
PLUG & FILL
REMOVE JB
WITH FLOWABLE FILL
PLUG & FILL
WITH FLOWABLE FILL
PLUG & FILL
REMOVE CB
REMOVE PIPE
REMOVE DI
WITH FLOWABLE FILL
PLUG & FILL 30" RCP-IV30" RCP-IVSEE DETAIL D
LATERAL 4’ BASE DITCH
GRADE TO DRAIN
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
2 ELBOWS15" CSP
2 ELBOWS
15" CSP
W/ 21 SY GEO FAB
8 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
1223
1226
2GIB-WSF
1227
2GIB-WSF
1224
2GIB-WSF
1225
2GIB-WSF
15" RCP-III 15"
R
C
P-III
REMOVE JB
REMOVE JB
SEE DETAIL V
SPECIAL CUT 4’ BASE DITCH
15" RCP-IV
SEE DETAIL P
LATERAL 4’ BASE DITCH
SEE DETAIL P
LATERAL 4’ BASE DITCH
REMOVE JB
TO 30" INLET
10’ DITCH TAPER
30" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV30" RCP-IIIB-77
GREU TL-3
B-77B-77B-77B-77-Y3- PC Sta. 24+85.51
-Y3- PT Sta. 18+12.00
60+00
85+00 90+00
-L-20+00-Y3--Y1NB- CS Sta. 58+50.98
-Y1NB-
PIs Sta 59+04.32
F
Ls = 160.00’
LT = 106.67’
ST = 53.33’
-Y1NB-
Ls = 250.00’
F
LT = 166.67’
ST = 83.34’
PI Sta 54+72.91
L = 756.79’
T = 378.72’
R = 7,430.00’
D
SE = 0.02PROP. SBGPROP. SBGPROP. SBGPROP. SBG-L- POT Sta. 82+61.09 (73’RT)
DS = 65 MPH
-L- POT Sta. 83+19.18=
PI Sta 15+82.98
D
L = 460.08’
T = 231.06’
R = 2,000.00’
SE = 0.06
DS = 60 MPH
PI Sta 26+62.32
D
L = 353.61’
T = 176.81’
R = 50,000.00’
-Y3-
SE = NC
DS = 60 MPH
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
FENCE
BEGIN WW
FENCE
END WW
FENCE
END WW FENCE
BEGIN WW
BAYWOOD RD-LSB-
(13’ LT)
-LSB- ST Sta. 130+34.61
-L- POT Sta. 80+40.84=
130+00
SKEW ANGLE = 89 55’ 37"
-Y3- POT Sta. 20+77.59
130+00
PIs Sta 128+67.94
TIE TO EXIST FENCE
END WW FENCE
TIE TO EXIST FENCE
BEGIN WW FENCE
TIE TO EXIST FENCE
END WW FENCE
TIE TO EXIST FENCE
BEGIN WW FENCE
GREU TL-3
-Y1NB- ST Sta. Sta. 60+10.98=
BEGIN APPROACH SLAB
BEGIN BRIDGE
-Y3- 19+82.59
-Y3- 19+58.42
-Y3- 21+84.59
-Y3- 22+08.76
END BRIDGE
END APPROACH SLAB
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh12.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
12
MATCHLINE -Y3- STA. 25+00.00 SEE SHEET 65
MATCHLINE -Y3- STA. 17+00.00 SEE SHEET 64
MATCHLINE -L- STA. 93+00.00 SEE SHEET 13ADT 2040
ADT 2018
TRAFFIC DIAGRAM
69,400
54,500
69,400
54,500
6,100
3,000
I-95
(SR 1828)
BAYWOOD ROAD
6,100
3,000
(SR 1828)
BAYWOOD ROAD
I-95
I-5986A
FOR -Y3- PROFILE SEE SHT. 149
FOR -Y1NB- PROFILE SEE SHT. 147
FOR -LRT SEC1- PROFILE SEE SHT. 92
FOR -LLT SEC1- PROFILE SEE SHT. 92
FOR -LSB- PROFILE SEE SHT. 91MATCHLINE -LSB- 130+00.00 SEE SHEET 11www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
24" RCP24" RCPCONC
DI
WOODS
WOODS
WOODS
WOODS
48" WW & 1SBW
MTLMTL
SOIL
WOODS
WOODS
WOODS
WOODS
TOWER
WATER
1 S F D
PORT
CAR
GR
CONC
CONC
CONCSOIL
SOIL
BILLBOARD
I-95 SBL 37’ BST
I-95 SBL VAR BST
I-95 NBL 50’ BST
I-95 NBL VAR BST
72" CLF & 3 SBW
48" WW & 1 SBW
RI
PARI
AN EASEMENT TO POND ON LOT 1PB 124 PG 188
30’ ACCESS AND UTILITY EASEMENT EIPEIP
EIP
EIP
EI
PEI
PR/W MON
R/W MON
R/W MON R/W MON
R/W MON
R/W MON
R/W MONR/W MONPB 124 PG 18820’
ACCESS EASEMENT
CITY OF EASTOVER
BL-111 BL-112
BM #5
MO
N
R/W
12"12"12"12"12 "12"
KENNETH A MCLAURIN
PB 124 PG 127
DB 8175 PG 544
ERNA S MCDONALD
BUFORD O MCDONALD JR
PB 124 PG 127
DB 8175 PG 546
EASTOVER SANITARY DISTRICT
PB 124 PG 188
DB 8404 PG 747
KENNETH A MCLAURIN
CHARLES G MCLAURIN
PB 124 PG 188
DB 4702 PG 213
KENNETH A MCLAURIN
CHARLES G MCLAURIN
DB 4605 PG 674
CYNTHIA W CULBRETH
LAURICE DUANE CULBRETH
LAURICE DUANE CULBRETH
DB 2846 PG 487
CMH HOMES, INC
DB 10113 PG 215
ETHEL B MCLAURIN
DB 2590 PG 465TINA P BELUSH
DB 7196 PG 108
S 7235’56" E112.43’
S 2229’44" W
500.13’N 7300’26" W128.74’N 7302’45" W124.83’
S 30 10’05" W
200.40’S 6059’50" E125.53’N 2454’22" E
398.74’
N 2103’53" E
426.13’N 7306’25" W54.96’S 7235’56" E339.21’
N 2236’07" E
509.78’N 7123’51" W214.79’
S 7322’29" E
33.45’
N 2824’57" E
111.19’
N 2839’59" E
211.61’N 6357’08" W238.81’N 2842’26" E
137.93’
N 2842’26" E
312.12’N 6523’50" W57.80’N 6523’50" W
26.70’N 6256’13" W88.49’S 6345’59" E305.88’S 7240’59" E301.13’
N 2806’01" E
137.37’
S 7240’59" E
7.86’
N 1719’01" E
103.00’N 7240’59" W278.90’S 7249’14" E194.53’N 7306’51" W171.80’
N 1702’12" E
103.83’S 7257’56" E342.34’
N 7302’45" W
1.27’
DB 3966 PG 0117
PS12’PS12’PS12’.02.02.025.02.02.025900’ ACCELERATION LANE .025.02.02.025.02.028:1
8:1
48’PS12’60’
48’
60’
26’ MEDIAN
300’ TAPER
300’ TAPER
26’ MEDIAN
PROP. MEDIAN BARRIER
BETWEEN BARRIERS
FILL & CAP AREAPS14’PS14’REMOVE EXISTING FENCE
8:1
8:1
PROP. SIGN
PROP. SIGN
PROP. SIGN
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
95+00
100+00 105+00
-L-
PROP. WOVEN WIRE FENCE
GREU TL-3CAT-1
RETAIN EXISTING C/A FENCE
TIE TO EXISTING
C/A FENCE
TIE TO EXISTING
C/A FENCE
CAT-1
GREU TL-3 GREU TL-3
1302
2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
130336" RCP-IV36" RCP-IV1301
1307
1308
1309
WITH FLOWABLE FILL
PLUG & FILL
REMOVE DI
WITH FLOWABLE FILL
PLUG & FILL
HW
W/ 60 SY GEO FAB
30 TONS CL I RIPRAP
SEE DETAIL U
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
SEE DETAIL W
STANDARD 6’ BASE DITCH36" RCP-IVSEE DETAIL V
SPECIAL CUT 4’ BASE DITCH
SEE DETAIL J
LATERAL 4’ BASE DITCH
SEE DETAIL V
SPECIAL CUT 4’ BASE DITCH
ELEV. 128.0
FS MIN
36" RCP-IV
15" RCP-IV 15" RCP-IV
3
4
5
6165’5
1Oak Hi
l
l
Dr
i
veAttica Drive140.00’ RT
+58.03
PROP. WOVEN WIRE FENCE
;
;
;
;;140’165’165’140’165.00’ LT
+68.00
194.00’ LT
+77.00201.00’ LT
+57.00
185.00’ LT
+50.00
189.00’ LT
165.00’ LT,
+90.00
MILEMARKER 55.9
-L- STATION 97+00 LT
IMPACTED BILLBOARD
165.00’ LT
+65.46
F
F
C
F
C
F
C
C
F
FF
F
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh13.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
13
MATCHLINE -L- STA. 93+00.00 SEE SHEET 12MATCHLINE -L- STA. 106+00.00 SEE SHEET 14I-5986A
FOR -LRT SEC1- PROFILE SEE SHT. 93
FOR -LLT SEC1- PROFILE SEE SHT. 93
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2 140’165’
30" RCP36" RCP18" RCPCONC CONCDI
DI18" RCPG
GR
WOODS
WOODS
WOODSWOODS
MTL
MTL
48" WW & 1 SBW
MTL
S
I-95 SBL 37’ BST
I-95 NBL 37’ BST
3’ BST
3’ BST
10’ BST
10.5’ BST
EIP
EIP
EIP
R/W MON R/W MON
R/W MON
R/W MON R/W MON
R/W MON
CITY OF EASTOVER
BL-114BL-113
BL-115
BM #6
KENNETH A MCLAURIN
CHARLES G MCLAURIN
DB 2983 PG 235
DONNA W PATTERSON
STEPHEN C PATTERSON, JR
DB 3887 PG 531
DONNA DEE HALL
DONNA DEE HALL
JENNIE C MCLAURIN
NORMAN T MCLAURIN
DB 3132 PG 542
DB 3404 PG 449
KATHLEEN MCLAURIN
CLIFTON D MCLAURIN
DB 2363 PG 525
S 7224’54" E119.28’N 7218’57" WS 3407’50" W
208.33’N 7224’54" W314.91’N 7218’57" W332.09’S 7324’10" E131.88’S 7324’10" E218.87’
N 0235’12" W
36.68’S 4639’56" W
914.74’N 8039’49" E
13.62’
S 8039’49" W330.91’S 0048’11" E
531.98’
S 8039’49" W348.81’S 7323’22" E805.43’N 7218’57" W333.35’N 7406’42" W141.65’N 7224’54" W278.09’
531.98’
S 0048’11" E
KATHLEEN MCLAURIN
CLIFTON D MCLAURIN
DB 2363 PG 525
KENNETH A MCLAURIN
CHARLES G MCLAURIN
DB 4605 PG 674
LAURICE DUANE CULBRETH
DB 2846 PG 487
LORENE TURNER BYRD
W. ED TURNER
DB 476 PG 83
PB 59 PG 16
DB 3517 PG 0776
PB 59 PG 16
DB 3517 PG 0776
PS12’PS12’PS12’PROP. SIGN
8:1
PS14’.025.02.02.025.02.02.025.02.02.025.02.0248’
48’
300’ TAPER
26’ MEDIAN
48’
48’
26’ MEDIAN
PS12’PS12’PROP. MEDIAN BARRIER
PS12’REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
110+00 115+00
-L-
CAT-1
PROP. WOVEN WIRE FENCE PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
9
10
11
5
6
6
7
8140’165’12
PROP. WOVEN WIRE FENCE
;;
;;
140.00’, 185.00’ RT
+15.00
185.00’ RT
+60.00
140.00’ RT
+85.00 165’140’165.00’ LT
+00.00
C
F
C
C
C
F
C
C
F
FF
2GIB-WSF1403
2GIB-WSF
2GIB-WSF1404
2GIB-WSF
W/ 28 SY GEO FAB
11 TONS CL B RIPRAP
W/ 28 SY GEO FAB
11 TONS CL B RIPRAP36" RCP-IV36" RCP-IV36" RCP-IV36" RCP-IV1406
1401
1405
HW
WITH FLOWABLE FILL
PLUG & FILL
REMOVE DI
WITH FLOWABLE FILL
PLUG & FILL
1407
1409
1411
WITH FLOWABLE FILL
PLUG & FILL
REMOVE DI
WITH FLOWABLE FILL
PLUG & FILL
1408 2GIB-WSF
HW
SEE DETAIL U
SPECIAL CUT DITCH
ELEV. 127.0’
FS MINELEV. 127.0’
FS MINSEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL W
STANDARD 3’ BASE DITCH
SEE DETAIL J
LATERAL 4’ BASE DITCH
SEE DETAIL W
STD. 3’ BASE DITCH
SEE DETAIL U
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL ’V’ DITCH
SEE DETAIL U
SPECIAL CUT DITCH
SEE DETAIL N
W/ CL B RIPRAP
SPECIAL CUT 4’ BASE DITCH
SEE DETAIL V
SPECIAL CUT 4’ BASE DITCH
36" RCP-IV
15" RCP-IV
36" RCP-IV
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh14.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
14
MATCHLINE -L- STA. 106+00.00 SEE SHEET 13MATCHLINE -L- STA. 119+00.00 SEE SHEET 15I-5986A
FOR -LRT SEC1- PROFILE SEE SHTS. 93 THRU 94
FOR -LLT SEC1- PROFILE SEE SHTS. 93 THRU 94
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
24" RCP24" RCP36" RCPCONC
CONC
DI
36" RCPWOODS
WOODS
MTL
WOODS
WOODS
MTL MTL
48" WW & 1 SBW
I-95 SBL 37’ BST
I-95 NBL 37’ BST
3’ BST
3’ BST
10’ BST
10.5’ BST
DI
EXISTING R/W
EXISTING R/W
BL-116 BL-117
GERALDINE G EDWARDS
MILTON G EDWARDS, JR
DB 2350 PG 163
LORENE TURNER BYRD
W. ED TURNER
DB 476 PG 83
KATHLEEN MCLAURIN
CLIFTON D MCLAURIN
DB 2363 PG 525
S
8
8
2
5’3
1"
E
5
2
5.5
2’N 64
02’37"
E
580.47’
N 0124’49" E
270.39’
N 0124’49" E
246.73’
N 0124’49" E
257.93’
S
8
8
2
5’3
1"
E
10
3.7
0’
N 0124’49" E
194.65’
KATHLEEN MCLAURIN
CLIFTON D MCLAURIN
DB 2363 PG 525
KATHLEEN MCLAURIN
CLIFTON D MCLAURIN
DB 2363 PG 525
LIFE ESTATE
CAROLYN R SPIVEY
DB 4883 PG 0202
CAROLYN R SPIVEY LIFE ESTATE
DB 4883 PG 0202PS12’PS12’PS12’.025.02.02.025.02.02.02.02.025.02.02.0258:1 8:1
48’
48’
26’ MEDIAN
PS12’48’
48’
26’ MEDIAN
PROP. MEDIAN BARRIERPS14’BETWEEN BARRIERS
FILL & CAP AREA
8:1 8:1
PROP. SIGN
PROP. SIGN
EC Basin
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
120+00 125+00 130+00-L-
PROP. WOVEN WIRE FENCE
CAT-1
GREU TL-3
PROP. WOVEN WIRE FENCE
CAT-1
GREU TL-3 PROP. SBG
2GIA-WSF
15062GIB-WSF
15052GIB-WSF
1507 2GIA-WSF
1508 2GIA-WSF
48" RCP-IV48" RCP-IVHW
2GIA-WSF 1504
1503
1502
HW1510
WITH FLOWABLE FILL
PLUG & FILL
REMOVE DI
WITH FLOWABLE FILL
PLUG & FILL
WITH FLOWABLE FILL
PLUG & FILL
REMOVE DI
WITH FLOWABLE FILL
PLUG & FILL
SEE DETAIL H
W/ CL B RIP RAP
TOE PROTECTION
1512 48" RCP-IV48" RCP-IV48" RCP-IV48" RCP-IV1509
SEE DETAIL P
LATERAL 4’ BASE DITCH
SEE DETAIL W
STANDARD 8’ BASE DITCH
SEE DETAIL J
LATERAL 4’ BASE DITCH
SEE DETAIL J
LATERAL 4’ BASE DITCH
W/ 52 SY GEO FAB
98 TONS CL I RIPRAP
W/ 52 SY GEO FAB
98 TONS CL I RIPRAP
SEE DETAIL L
LATERAL 6’ BASE DITCH
SEE DETAIL U
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL AI
STANDARD 8’ BASE DITCH
48" RCP-IV
48" RCP-IV15" RCP-IV
15" RCP-IV
1513
2GIB-WSF
15" RCP-III
1514 JB W/MH
8
15
16
165’140’12
13
12
14
140.00’ RT
+00.00
140.00’, 175.00’ RT
+10.00
;;
;;
140.00’, 175.00’ RT
+95.00
140.00’, 175.00’ RT
+00.00140.00’, 170.00’ RT
+85.00
140.00’ RT
+15.00
170.00’ RT
+55.00 165’140’165.00’ LT
+00.00
F
F
F
F
F
F
F
C C C
F
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh15.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
15
MATCHLINE -L- STA. 119+00.00 SEE SHEET 14MATCHLINE -L- STA. 132+00.00 SEE SHEET 16I-5986A
FOR -LRT SEC1- PROFILE SEE SHTS. 94 THRU 95
FOR -LLT SEC1- PROFILE SEE SHTS. 94 THRU 95
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
3
0" RCP30" RCP18" RCPCONC
INV (FES)=123.88’
DI
INV (FES)=122.48’
DI
WOODS
WOODS
WOODS
WOODS
MTL MTL
48" WW & 1 SBW
POND
POND
SOIL
BILLBOARD
I-95 SBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 NBL 37’ BST
9.5’ BST
3.5’ BST
3.5’ BST
10’ BST
R/W MON
R/W MON
BM #7
BL-118 BL-119 BL-120
C/O LACIE C TEW, MANAGER
TEW FAMILY, LLC
PB 58 PG 87
DB 3190 PG 598
DB 6151 PG 282
KERI NICOLE BUIE
TRUSTEE FOR
DEAN C BUIE
PB 58 PG 87
DB6266 PG 130N 5257’23" W424.37’S 2800’57" W
594.87’
S
8
9
15’2
3"
E
2
0
4.15’
N 2559’37" E
196.90’N 5257’23" W654.76’BILLIE MCGIRT EVERETT COSTON
DB 2469 PG 564
GERALDINE G EDWARDS
MILTON G EDWARDS, JR
DB 2350 PG 163
BILLIE MCGIRT EVERETT COSTON
DB 2469 PG 564
LIFE ESTATE
CAROLYN R SPIVEY
DB 4883 PG 0202PS12’PS12’PS12’PS12’PROP. SIGN
8:18:1 .02.02.025.02.02.01.02.00.02.01.02.02.03+62.83TYP.
77.50’.025.02.02.01.00.01.02.03TYP.
77.50’+85.33.025.02.02.025.02.02.02.02.02.02.0248’
48’
26’ MEDIAN
48’
26’ MEDIAN
PROP. MEDIAN BARRIER .025.025.025.025.025.025.02548’PS14’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-L- TS Sta. 142+62.83
135+00 140+00
-L-
CAT-1
GREU TL-3
PIs Sta 144+69.51
F
Ls = 310.00’
LT = 206.67’
ST = 103.34’
-L-
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
145+00145+00
16
17 19
18165’140’14 20
140.00’ LT
+62.83
140.00’ RT
+00.00
CHORD
CHORD
;;
;;
140.00’, 185.00’ RT
+00.00
140.00’, 185.00’ RT
+80.00
155.00’ RT
+00.00
MILEMARKER 56.7
-L- STATION 144+00 LT
NON-IMPACTED BILLBOARD
140.00’ RT
+62.83
165.00’ LT
+00.00
F
C
C
C F
C
F
F
C
F F
CC
SEE DETAIL B
SPECIAL CUT DITCH
2GIA-WSF1603
2GIA-WSF
2GIB-WSF 1605
2GIA-WSF 1606
W/ 39 SY GEO FAB
20 TONS CL I RIPRAP42" RCP-IV42" RCP-IVREMOVE DI
WITH FLOWABLE FILL
PLUG & FILL
HW
WITH FLOWABLE FILL
PLUG & FILL
SEE DETAIL K
LATERAL ’V’ DITCH
SEE DETAIL U
SPECIAL CUT DITCH
1602
1604
1601
SEE DETAIL J
LATERAL 4’ BASE DITCH
SEE DETAIL J
LATERAL ’4’ BASE DITCH
SEE DETAIL W
STANDARD 6’ BASE DITCH
SEE DETAIL F
SPECIAL CUT 4’ BASE DITCH
SEE DETAIL J
LATERAL 4’ BASE DITCH
42" RCP-IV
15" RCP-IV24" RCP-IV
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh16.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
16
MATCHLINE -L- STA. 132+00.00 SEE SHEET 15MATCHLINE -L- STA. 145+00.00 SEE SHEET 17I-5986A
FOR -LRT SEC1- PROFILE SEE SHTS. 95 THRU 96
FOR -LLT SEC1- PROFILE SEE SHTS. 95 THRU 96
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
18" RCP18" RCPCONC
CONC
DI
DI
MTL
MTL
48" WW & 1 SBW
48" WW & 1 SBW
POND
POND
48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
MTL
MTL
WOODS
WOODS
WOODS
WOODS
WOODSWOODS
WOODS
WOODS
WOODS
SOIL
S
BST
BST
SOIL
BILLBOARD
BILLBOARD
BILLBOARD
BILLBOARD
I-95 SBL 37’ BST
I-95 NBL 37’ BST
SR 1861 POVERTY FLATS RD VAR BST
9’ BST
4’ BST
3.5’ BST
10’ BST EI
PEIP
EIP
R/W MON
R/W MON
R/W MON
VINEYARD
CITY OF EASTOVER
CITY OF EASTOVER60" CLF
6
0"
C
L
F 60" CLFN 5546’15" W
.07’
BL-121
BL-122
BM #8
T
E
OI
2"
2
"
8"8"
8"
VALVE
BLOW OFF
SALLIE WILLIAMS DARDEN
METHODIST CHURCH
TRUSTEES OF SALEM UNITED
DENISE T DARDEN MORGAN
WILLIAM R DARDEN
STEVEN BLAINE DARDEN
JAMES B DARDEN, III
DB 5255 PG 833
BILLIE MCGIRT EVERETT COSTON
DB 2469 PG 564 DB 9774 PG 158
BILLIE MCGIRT EVERETT COSTON
DB 2469 PG 564
HELEN G SMITH
ROBERT A SMITH
DB 10093 PG 475
S 2634’45" W
370.70’
N 87
47’52" W74.63’N 3853’26" W358.64’S 87
39’52" E
248.21’
N 2603’45" E
711.07’
NEEDS TRUST
JOAN D SUPPLEMENTAL
TRUSTEE OF THE
JOAN D FOSTER,PS12’PS12’PS12’PS12’.04.04.04.03.02.01.02.00.02.01.02TYP.
77.50’+46.73.04.03.02.01.02.00.02.02.01TYP.
77.50’+46.7348’
48’
26’ MEDIAN
48’
48’
26’ MEDIAN
PROP. MEDIAN BARRIER .025.025.025.025.025.025REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-L- SC Sta. 145+72.83
-L- CS Sta. 153+91.73
-L- ST Sta. 157+01.73
150+00
155+00-L-
PI Sta 149+82.99
D
L = 818.90’
T = 410.15’
R = 5,700.00’
PIs Sta 154+95.07
F
Ls = 310.00’
LT = 206.67’
ST = 103.34’
-L-
SE = 0.04
PROP. WOVEN WIRE FENCE
DS = 75 MPH
PROP. WOVEN WIRE FENCE
145+00
145+00
PIs Sta 144+69.51
F
Ls = 310.00’
LT = 206.67’
ST = 103.34’
RETAIN EXISTING C/A FENCE
;
19
21 22
23140’140’20
140.00’ LT
+01.73
140.00’ LT
+91.73
140.00’ RT
+72.83
CHORD
TIE TO EXIST CA
TIE TO EXIST FENCE
140.00’LT
+72.83
150.00’ LT
+50.00
;
138.93’ LT
+00.00
;;
CHORD
CHORD
MILEMARKER 56.8
-L- STATION 148+50 LT
NON-IMPACTED BILLBOARD
MILEMARKER 56.9
-L- STATION 153+50 LT
NON-IMPACTED BILLBOARD
MILEMARKER 56.8
-L- STATION 148+50 RT
NON-IMPACTED BILLBOARD
DO NOT DISTURB BILLBOARD
MILEMARKER 56.9
-L- STATION 156+50 RT
NON-IMPACTED BILLBOARD
140.00’ RT
+00.00
109.76’ RT
+50.00
C
F
C
F
C
F
C
F
C C
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL ’V’ DITCH
18" RCP-IV 2GIB-WSF
1701
1704
1703 2GIB-WSF
1702 2GIB-WSF
WITH FLOWABLE FILL
PLUG & FILL
REMOVE DI
REMOVE DI
WITH FLOWABLE FILL
PLUG & FILL
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
INV=127.6’
SEE DETAIL J
LATERAL 4’ BASE DITCH
SEE DETAIL Q
10’ WIDE BERM
1705
2GIA-WSF
15" RCP-IV
15" RCP-IV
18" RCP-IV
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh17.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17
MATCHLINE -L- STA. 145+00.00 SEE SHEET 16MATCHLINE -L- STA. 158+00.00 SEE SHEET 18I-5986A
BY SUPPLEMENTAL AGREEMENT
SERVICE ROADS WILL BE PAID FOR
FOR -LRT SEC1- PROFILE SEE SHTS. 96 THRU 97
FOR -LLT SEC1- PROFILE SEE SHTS. 96 THRU 97
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2ROW REVISION - 07-09-2020 - PARCEL 23 REMOVED THE TEMPORARY CONSTRUCTION EASEMENT
INV=124.40’
36" RCP
CONC
DI
42" RCP
MTLMTL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
BST BST
48" WW & 1 SBW
48" WW & 1 SBW 48" WW & 1 SBW
SOIL
SOIL
SOILSOI
LWOODS
CONCPOND
BILLBOARD
I-95 SBL 47’ BST
I-95 NBL VAR BST
SR 1861 POVERTY FLATS RD VAR BST
10’ BST
6.5’ BST
8’ BST
10.5’ BST
EIP
EI
PEIP
R/W MON
EXISTING R/W
EXISTING R/W
BL-123 BL-124
I5986A-103
T
8"8"
8"8"BILLBOARDELIZABETH DENISE LEASURE
BENJAMIN CHARLES LEASURE
DB 8192 PG 33
ELIZABETH DENISE LEASURE
BENJAMIN CHARLES LEASURE
PB 78 PG 6
DB 7601 PG 499
ERMA H BLACKMON
PB 78 PG 6
DB 4715 PG 50MARRY W WI
LLI
AMS
MI
CHAEL DEAN WI
LLI
AMSDB 9694 PG 409PB 125 PG 183
DB 8308 PG 636
JANE THOMPSON
LOUISE T FUTRELL
ANN H THOMPSON
CATHRINE E THOMPSON
DB 4159 PG 650
N 6334’08" W152.60’N 6334’08" WS 2441’22" W
138.56’N 6332’45" W206.51’N 6334’08" W93.43’
S 2441’22" W
11.44’
S 4356’16" W
226.77’S 5802’10" E398.27’S 2642’23" E138.93’N 6343’47" W132.67’N 6352’17" E632.49’N 5255’18" W744.82’N 2603’45" E
60.00’N 6343’47" W261.27’136.76 TO R/W135.57’ TO EI
PLISA CLARK BLACKMON
PB 78 PG 6
DB 9776 PG 432
HELEN G SMITH
ROBERT A SMITH
DB 10093 PG 475
DOUGLAS A. ANDRESSPS12’PS12’PS12’PS12’300’ TAPER LANE
.02.02.02.02.025.02.02.025.02.02.025.02.02.025.02.0248’
48’
26’ MEDIAN
60’
48’
26’ MEDIAN
48’
PROP. MEDIAN BARRIER.025REMOVE EXISTING FENCE+00.00Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
160+00 165+00 170+00
-L-
PROP. WOVEN WIRE FENCE
RETAIN EXISTING C/A FENCE
22
25
140’24
24
23A
;;
;;
150.00’, 165.00’ RT
+50.00
165.00’ RT
+75.00
250.00’ RT
+30.00
250.00’ RT
+80.00
150.00’ RT
+20.00
MILEMARKER 57.2
-L- STATION 169+00 RT
NON-IMPACTED BILLBOARD140’155.00’ LT
+50.00
140.00’ LT
+00.00
MILEMARKER 57.1
-L- STATION 167+50 LT
IMPACTED BILLBOARD
+70.00
140.00’, 165.00’ LT
C
F
F
C
C
F
C
F
C
C F
C
F
C
C
C
C
C
C
18012GIB-WSF
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
T
R
E
NC
HL
E
S
S I
NS
T
AL
L
ATI
ON
5
4" WE
L
DE
D
S
T
E
E
L
1802
SEE DETAIL K
LATERAL ’V’ DITCH
WITH FLOWABLE FILL
PLUG & FILL
REMOVE DI
WITH FLOWABLE FILL
PLUG & FILL
W/ 75 SY GEO FAB
40 TONS CL I RIPRAP
SEE DETAIL R
LATERAL 4’ BASE DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
1803
HW
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL W
STD. 12.0’ BASE DITCH
SEE DETAIL U
SPECIAL CUT DITCH
15" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ NA 2011
REVISIONS R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh18.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
18
MATCHLINE -L- STA. 158+00.00 SEE SHEET 17MATCHLINE -L- STA. 171+00.00 SEE SHEET 19I-5986A
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
BY SUPPLEMENTAL AGREEMENT
SERVICE ROADS WILL BE PAID FOR
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROW REVISION - 08-11-2020 - PARCEL 25 - ADDED TDE
18" RCP18" RCP24" RCP INV=125.91’INV=126.47’15" CMPC
BCONC
CONC
CONC
DI
DI
CBCB15" CMP15" CMP18" RCP15" CMP15" R
CP
C
B
CBCBCBCBCB15" RCP18" RCP18" RCP18" CMP DI
CB
CB
CB
42" RCP
1
8
" CMP
DI
30" RC
P30" RCP
48" WW & 1SBW
WOODSWOODSWOODSMTL
MT
L
MTLMTLMT
L
BST
BST
48" WW & 1 SBW
48" WW & 1 SBW 48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBWSOIL
SOIL
1 S F D
S
SOIL
SOIL
SOIL
WOODS
WOODS WOODS
WOODS
WOODS WOODSWOODSMTLMTL MTLWOODS
48" WW & 1 SBW
MTL MTL MTL MTL
MTL
MTL
MTL
1 SBKDCONC WOODS
WOODS
MTL
MTL
MTL
MTL
WOODS
WOODS
POND
POND
POND
BILLBOARD
RI
P RAPI-95 SBL 47’ BST
I-95 SBL 47’ BST
I-95 SBL 47’ BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
SR
1
8
6
3 PEMBROKE LN VAR BSTSR 1863

PEMBROKE LN

VAR BSTSR 1861 POVERTY FLATS RD VAR BSTSR 1861 POVERTY FLATS RD 20’ BST
SR 1861 POVERTY FLATS RD VAR BST
36" C&G36" C&G36" C&G30" C&G
36" C&G
I-95 ON RAMP VAR BST
42" C
&G
12’ BST
9’ BST
9’ BST
12.5’ BST
5’ BST
9’ BST
42" RCP
EIP
EIP
EIP
EIPR/W MON R/W MONR/W MON
1 SBW
48" WW &
48" WW & 1 SBW
48" WW & 1 SBW
PONDCONCC
O
N
C
D
E
C
K
C
O
N
C
D
E
C
K
EXI
STI
NG R/
W
BL-125
I5986A-104
BL-126
BL-127 BL-128
BY3-185
BY3-184
BM #9
T
T
T
V
A
L
V
E
FO
R
C
EMA
IN
VALVE
FORCEMAIN
OPTIC TEST STATION
TELEPHONE FIBER
8"
8"
8"8"8"
8"8"4"4"
4"4"4"4"4"4"4"4"FOFOFOFOFO
FOFOFO
SEAT=158.42’SEAT=154.47’
S
E
AT=
16
1.
3
2’
S
E
AT=
16
4.
2
3’
T
LISA CLARK BLACKMON
PB 78 PG 6
DB 9776 PG 432
LISA CLARK BLACKMON
PB 78 PG 6
DB 9776 PG 432
GAIL M BLACKMON
PB 22 PG 46
PB 78 PG 6
DB 9776 PG 432
GAIL M BLACKMON
PB 78 PG 6
DB 3739 PG 109
SUSAN BEASLEY
TIMOTHY H BEASLEY
KIMBERLY A BEASLEY
LARRY BEASLEY
PAMELA E STEVENSON
GARY BEASLEY
DB 9747 PG 755
SUSAN BEASLEY
TIMOTHY H BEASLEY
KIMBERLY A BEASLEY
LARRY BEASLEY
PAMELA E STEVENSON
GARY BEASLEY
DB 9747 PG 755
NC DEPARTMENT OF TRANSPORTATION
DB 5092 PG 407
N 4047’19" E
166.04’N 4913’45" WN 6432’15" WN 6306’18" W1324.81’S 6353’48" E2029.54’
N 2038’36" E
93.45’N
6
9
5
8
’
5
1" W2
6
1.
2
4
’N 6439’55" W206.28’N 6441’21" WS
7
1
4
7
’
1
4
" E2
9
9.
3
0
’S 6336’05" E222.88’
N 3623’41" E
459.39’209.50 TO R/W205.98’ TO EI
P257.69’ TO R/W257.26’ TO EI
P248.29’ TO R/W248.07’ TO EIPJANE THOMPSON
LOUISE T FUTRELL
ANN H THOMPSON
CATHRINE E THOMPSON
DB 4159 PG 650
MICHAEL W COLLIER
PB 30 PG 58
DB 5995 PG 299
ATKINSON 58 INC
PB 30 PG 58
PB 136 PG 46
DB 9860 PG 557
8:1
PS12’PS12’16’PS4’PS4’1
6’
P
S
1
4’
P
S
4’PS12’PS12’PS12’PS12’300’ TAPER LANE
PROP. SIGN
8:1
8:1
.0
3
.0
2
7.0
3
.
0
3.0
4.0
5.
0
6.
0
7.
0
8
.07.08.06.05.04.03TYP.30.00’+7
4.
2
2
TYP.
30.00’+35.63.025.025.025.025.03.04.05.06.07.08+11.50TYP.
30.00’.02.02.025.02.02.025.025.02.02.025.02.02TO FACE OF GUARDRAIL SHT.
2A-2 SEE DETAIL OF EXTENDING PAVED SHLD.
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
MILL AND OVERLAY EXISTING PAVEMENT
MILL AND OVERLAY EXISTING PAVEMENT
60’
48’
26’ MEDIAN
60’60’
48’48’
26’ MEDIAN
48’60’
48’12’12’PROP. MEDIAN BARRIER
PS14’BETWEEN BARRIERS
FILL & CAP AREA
8:1
8:1
PS12’REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
-L- STA. 188+22.76 TO 189+67.19
BEGIN CONCRETE BARRIER
BEGIN RETAINING WALL
-L- STA. 188+22.76 TO 189+67.19
END CONCRETE BARRIER
END RETAINING WALL
PROP. SIGN
TO TIE TO EXISTING CURB SHT. 2A-3
SEE DETAIL OF INCIDENTAL MILLING
TO TIE TO EXISTING CURB SHT. 2A-3
SEE DETAIL OF INCIDENTAL MILLING
TO TIE TO EXISTING CURB SHT. 2A-3
SEE DETAIL OF INCIDENTAL MILLING
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
TO TIE TO EXISTING CURB SHT. 2A-3
SEE DETAIL OF INCIDENTAL MILLINGPS14’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
CAT-1
B-77
40+00
180+00
35+00
30+00
25+00
190+00
10+00
195+00
15+00-L-
-Y5RPB-
-Y5RPB-
B-77
-Y5RPC- TS Sta. 10+91.50
-Y5RPC- SC Sta. 13+31.50
-Y5RPB- ST Sta. 40+15.63=
-Y5RPB- CS Sta. 37+75.63
-Y5RPB- SC Sta. 33+94.22
-Y5RPB- ST Sta. 24+59.69
-Y5RPB- CS Sta. 22+59.69
PIs Sta 23+26.45
F
Ls = 200.00’
LT = 133.44’
ST = 66.76’
PIs Sta 33+14.28
F
Ls = 240.00’
LT = 160.05’
ST = 80.05’
PI Sta 35+85.96
D
L = 381.41’
T = 191.74’
R = 1,500.00’
PIs Sta 38+55.68
F
Ls = 240.00’
LT = 160.05’
ST = 80.05’
-Y5RPB--Y4-
PI Sta 27+97.58
D
L = 1,406.95’
T = 762.60’
R = 1,470.00’
PIs Sta 12+51.55
F
Ls = 240.00’
LT = 160.05’
ST = 80.05’
PI Sta 16+09.48
D
L = 549.73’
T = 277.98’
R = 1,500.00’
-Y5RPC-
185+00
175+00
SE = 0.08 SE = 0.08SE = EXIST.
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-L- POT Sta. 176+42.14 (61’ LT)
-Y5RPC- POT Sta. 10+00.00=
-L- POT Sta. 191+85.62 (61’ RT)
-Y5RPB- TS Sta. 31+54.22
DS = 65 MPH DS = 40 MPH DS = 50 MPH
-Y4- POC Sta. 24+90.77=
-Y5RPB- POT Sta. 29+92.63
-L- POT Sta. 188+23.50=
-Y4- POC Sta. 28+52.93
B-77
END OVERLAY / BEGIN GRADE
BEGIN WW FENCEB-
7
7
B-
7
7
P
E
MBROKE
L
N.
2
5
+
0
0
30+00
35+00-Y4- PT Sta. 34+41.93
PI Sta 19+15.17
D
L = 744.50’
T = 399.97’
R = 822.00’
SE = EXIST.
DS = 55 MPH
GREU TL-3
END WW FENCE
PROP
. WOVEN
W
IRE
FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING FENCE
RETAIN EXISTING SBG
BEGIN WW FENCE
END GLARE SCREEN
BEGIN GLARE SCREEN
RETAI
N EXI
STI
NG SBGRETAI
N EXI
STI
NG SBGRETAI
N EXI
STI
NG SBGRET
AI
N E
XISTI
N
G S
B
G-Y4-
25
26140’27
END C/A
TIE TO EXISTING
BEGIN C/A
140.00’ LT
+08.38
117.00’ RT
+80.00
138.00’ RT
+05.00
26A
121.67’ RT
+07.33
;;
;
;
;
;
;;
92.22’ RT
-Y4- +74.00
170.98’ RT
-Y4- +18.00
204.00’ RT
-Y4- +28.00
170.06’ RT
-Y4- +37.00
197.00’ RT
-Y4- +45.00
173.63’, 213.00’ RT
-Y4- +50.00
177.29’, 213.00’ RT
-Y4- +56.35
28A
CHORD 100’78.56’, 110.00’ LT
-Y4- +00.00
78.47’, 110.00’ LT
-Y4A- +50.00
C/A FENCE
MILEMARKER 57.2
-L- STATION 173+00 LT
SEVERED ACCESS
IMPACTED BILLBOARD
TIE TO EXISTING C/A FENCE
215.00’ RT
+85.00
109.02’ RT
+05.00
100.00’ LT
-Y5RPC- +31.50
99.66’ LT
-Y4- +08.74
33.33’ LT
-Y4-+49.51
+85.00
140.00’, 165.00’ LT
C
C
F
C
F
F
C
F
C
F
C
F
F
F
F
C
F
C
F
F
F
F
C
F
F
F
C
C
C
C
F
1901 1902
19032GIB-WSF
2GIB-WSF2GIB-WSF
1904
2GIB-WSF
P
P
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI 15" RCP-IV
1905
W/14 SY GEOFAB
5 TONS CL B RIPRAP
REMOVE DI
P
P
W/ FLOWABLE FILL
PLUG & FILL
19062GIB-WSF 1907
2GIB-WSF
19082GIB-WSF
15" RCP-IV 1909
1910
2GIB-WSF
2GIA-WSF
1912
1911
19142GIB-WSF
HW
SEE DETAIL O
SP. LAT. 7’ BASE DITCH
SEE DETAIL V
SP. CUT 7’ BASE DITCH
P
W/ FLOWABLE FILL
PLUG & FILL
P
P
P
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI
RETAIN
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
1919
TRENCHLESS INSTALLATION 54" WELDED STEEL (NOT BURIED)
W/62 SY GEOFAB
33 TONS CL I RIPRAP
RETAIN
HW
19EX1
19EX2
19EX3
RETAIN
RETAIN19EX4
SEE DETAIL B
SPECIAL CUT DITCH 24" RCP-IV19EX4
19EX5
19EX6
19EX7
19EX8 RETAINRETAINRETAINRETAI
NSYSTEMRETAINSYSTEMRETAINSYSTEMRETAINRETAIN1920
1922
2GIA-WSF
48" WELDED STEEL TRENCHLESS INSTALLATION TB JB w/MH
19EX9
1924
19EX10
RETAIN
RET
AIN
Adj. CB
RETAIN CB RETAI
N
S
YS
TEMRETAIN
SYSTEMRETAIN
48" WELDED STEEL TRENCHLESS INSTALLATION OUT
CLEAN
PIPE 48"
R
C
P-III48"
R
C
P-IIISEE DETAIL T
STANDARD V DITCH W/39 SY GEOFAB
20 TONS CL I RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
15" RCP-IV
18" RCP-IV
24" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV
24" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh19.dgnaheflerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA. 171+00.00 SEE SHEET 18MATCHLINE -L- STA. 198+50.00 SEE SHEET 2019
MATCHLINE -Y4- 21+00.00 SEE SHEET 69
SEE SHEET 70MATCHLINE -Y4- STA. 39+00.00MA
T
C
H
LI
N
E -
Y5
RP
B- 22+00.00 S
E
E S
H
E
E
T 68
NAD 83/ NA 2011
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
5,300
1,900
5,400
2,000
300
100
200
100
100
<50
(SR 1933)
PEMBROKE LANE
(SR 1933)
PEMBROKE LANE
I-5986
ROAD (SR 1861)
POVERTY FLATS
PLANS
0
GRAPHIC SCALE
502550SEE SHEET 20-Y5RPC- STA. 16+50.00MATCHLINEREVISIONS
FOR -Y5RPC- PROFILE SEE SHTS. 166
FOR -Y5RPB- PROFILE SEE SHTS. 164 THRU 165
FOR -Y4- PROFILE SEE SHTS. 150 THRU 151
FOR -LRT SEC1- PROFILE SEE SHTS. 98 THRU 100
FOR -LLT SEC1- PROFILE SEE SHTS. 98 THRU 100
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
ROW REVISION - 06-05-2020 - ADDED FLAG AT -Y4- 30+49.51, 33.33’ LT.
13+31.50, 100.00’ RT FROM -Y4- TO -Y5RPC-
ROW REVISION - 06-05-2020 - REVISED ALIGNMENT DESIGNATION ON FLAG AT
ROW REVISION - 08-11-2020 - PARCEL 25 - ADDED TDE
30" RCP30" RCP
24" RCP18" RCP
1
8" CMPINV=131.21’15" CMP15" RCP
24" RCP15" CMP18" RCP15" CMP15" CMPC
BCB
CB
42" RCP42" RCP
48" RCP 15" RCP4
8" R
C
P
18" RCP
15"
R
C
P
15"
R
C
P
36" RCP
24" RCP
15" RCP 18" RCP18" RCPUNKNOWN
TERMINUS
15" C MP
15" RCP18" RCP30" RCP48" RCP15" CMP
WOODS48" WW & 1S
B
W48" WW & 1SBWMTL MT
L
S
WOODS
WOODS
MTL
CONC CONC CONC
CONCCONC
MTL
MTL
WOODS WOODS
WOODS
CONC S48" WW & 1SBW
MTL
MTL
MTL MTL
48" WW & 1SBW
BSTMT
LMT
LMT
L
M
TLWOODS
48" WW & 1SBW
MTL
WOODS
WOODS
MTL
MTLCABL
E
MTLMTLMTL
MTLMTL
WOODS
WOODS
WOODS
48" WW & 1 SBW
RIP RAP
I-95 SBL VAR BST
I-95 SBL 47’ BST
I-95 SBL 47’ BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
36"
C
&G
3
6"
C
&G36"
C
&G
3
6"
C
&G3
6
"
C
&G3
6"
C
&G36" C
&
G
36" C&G36" C&G
36" C&G36" C&G36" C&G30" C&G30" C&G
30" C&G30" C&G
36" C&G
36" C&G
36" C&G
I-95 ON RAMP VAR BST
I-95 OF
F RAMP VAR BS
T
I-95
ON
R
AM
P
V
A
R
B
S
T
I-
95 OF
F RAMP VAR BS
TC
O
N
C IS
L
I-
295 WB
L/
G
O
L
D
S
B
OR
O
R
D VA
R
B
S
T
I-
2
95
E
B
L/
G
O
L
D
S
B
O
R
O
R
D
V
AR
B
S
T
IS
L
C
O
N
C
5’ BS
T8’ BST
10’ BST
12’ BST
10.5’ BST
4’ BST
8.5’ BST
4’ BST
9’ BST
10.5’ BST
10’ BST
10’ BST
4’ BST
RIP RAP
6" CONC HW
EIP
NCDOT RIGHT OF WAY
DB 9368 PG 365
6" CONC HW
S
18"
R
CP
18" RCP6" CONC H
W CI
TY OF EASTOVERCITY OF EASATOVER
POND
POND
48" RCPRIP RAPCI
TY OF EASTOVER48"
W
W & 1 SBW
48" WW & 1 SBW
15" C
MP
B
M 14
C
ONC DE
C
KC
ONC DE
C
KC
ONC DE
C
KC
ONC DE
C
KCONC DECKCONC DECKCONC DECK
CONC DECK
BL-129 BL-130
BL-132
BL-133
BL-134
BY4-192
BY4-193
BY4-194
H
H
H
H
H
H
H
HHHHHHHPOLE
CA
MERA
S
BL-131
S
E
AT
=
15
2.2
5’
S
E
AT
=
15
0.3
0’
S
E
AT
=
15
0.11’
S
E
AT
=
14
7.6
8’
S
E
AT
=
15
1.6
3’
S
E
AT
=
15
3.
5
6’
S
E
AT
=
15
2.0
0’
S
E
AT
=
14
9.6
4’
POND
POND
24" RCP127.37
24" HDPE24" HDP
E 24" HDPEATKINSON 58 INC
PB 103 PG 9
PB 136 PG 46
DB 10012 PG 521
ATKINSON 58 INC
PB 30 PG 58
PB 136 PG 46
DB 9860 PG 557
LARRY G MCPHAIL
JAMES D MCPHAIL
DB 3261 PG 188
HETTIE O TAYLOR, HEIRS
DB 6292 PG 477
MINI BIJU
GEORGE BIJU
PB 121 PG 155
DB 9505 PG 482
S 1949’11" W
296.91’S 5823’01" E87.18’S 5808’19" E1623.77’
C/O KIRBY GODSEY
MERCER UNIVERSITY
THE CORPORATION OF
N 3623’41" E
459.39’
S
7
3
5
8’
0
8
"
E
3
7
9.
3
2’
N 0324’16" W
N 3623’41" E
70.48’
MINI BIJU
GEORGE BIJU
PB 121 PG 155
DB 9559 PG 796
NC DEPARTMENT OF TRANSPORTATION
DB 5092 PG 407
ATKINSON 58 INC
PB 136 PG 46
DB 9678 PG 17
M
IN
I B
IJU
G
EORG
E
B
IJU
PB

1
2
1

PG

1
5
5
DB

9
5
0
5

PG

4
8
28:18:18:1
8:1
8:1
8:1PS12’PS12’16’PS4’PS4’16’PS4’300’ TAPER LANE
18’PS4’PS4’18’
8:1
8:1
8:1
.08.07.06.05.04.03.02TYP.
3
0.
0
0’+41.22.06.05.04.03
TYP.25.00’+58.78 .06.05.04.03.02.01.00.01.02.03.04.05TYP
.33
.33’+58.78TYP
.40
.00
’+53.43.05.04.03.02.01.00.01.02.02TY
P.26.67’+85.17.02.02.02.01.00.01.03.04.05+17.76TY
P.40.00’.025.03.04.05.06.07.08TYP.
28.75’+94.03.08.07.06.05.04.03.02TYP.28.75’+61.87.025.03.04.05.06.07.025.0
8
TYP.25.00’+7
5.
0
0
.02
.02
.03
.04
.05
.06
.07
.08
TYP.25.00’+36.80
.08.07.06.05.04.03.025.025TYP.
25.00’+00.00.08
.07.06.05
.04
.03
.02
.01
.00
TYP.25.00’+33.19
.01
.02.01.0224’
36’PS4’
PS8’
22’
22’24’
5.3’
2.7’
3.9’12’
8
:1
16’
14’
PS
4’
12’.02.02.025.025.02.02.025.02.02.02.02.025PS4’12’12’12’PS4’1’-6’’ C
&G
1’-6’’ C
&G
1’-
6’’ C&G+20.00 -Y5-
36’
24’
36’
24’8:1T
YP.
2
5.0
0’
+02.61
.03
.02
.04
.05
.06
.07
.08
TYP.
25.00’.08.07.06+87.09.05.04.03.02.01.00.01.02.03.04.05.06.07+12.09TYP.
25.00’.08PROP. SIGN
8
:1
8:1
8:1 .025BARRIER -L- Sta. 220+25.00
BEGIN DOUBLE FACED CONCRETE
16’PS4’PS4’16’PS4’PS14’EXIST.PS4’12’12’PS4’2’-6’’ C&G
2’-6’’ C&G
ME
DI
A
N
T
R
A
NSITI
O
N 22’ T
O 9’ (LT. SI
D
E
O
N
L
Y)
.04
.04
.04
4.48’
60’
48’
26’ MEDIAN
48’60’
48’
48’
14’3’
26’ MEDIAN
.04
12’PS.05.06.07.04.03.02PROP. MEDIAN BARRIER
.02.01.00.01.02.03.04.05.06.07.08TYP.20.00’+73.01.08.07.06.05.04.03.02.01.00.01TYP.
20.00’+52.33.022
4’
2
4’
2
1.
2
’
2
4’
2
4’
3
6’
BETWEEN BARRIERS
FILL & CAP AREA
BETWEEN BARRIERS
FILL & CAP AREA
PS12’
PS10’
R=20’
R=20’R=70’R=60’
18’
16’
+83.19 -Y5LPD-
1
0
0
’ TAP
ER
1
8
’ TO
1
6
’ LEFTPS12’PS14’PS12’PS4’16’PS4’PS14’PS12’PS12’PS4’16’PS4’8:1
+00.00 -Y5-
3
0
0’
T
AP
E
RREMOVE EXISTING FENCE
REMOVE
EXISTING
FENCEPS14’.056.67’
6.96’
6.03’
6.32’
-L- STA. 206+26.26
END CONCRETE BARRIER
END RETAINING WALL
PROP. GUARDRAIL DOUBLE FACED
-L- STA. 205+58.04
END CONCRETE BARRIER
END RETAINING WALL
-L- STA. 203+11.40
BEGIN CONCRETE BARRIER
BEGIN RETAINING WALL
-L- STA. 203+97.45
BEGIN CONCRETE BARRIER
BEGIN RETAINING WALL
-L- STA. 206+26.26
END CONCRETE BARRIER
END RETAINING WALL
-L- STA. 221+07.95
BEGIN RETAINING WALL
-L- STA. 222+27.26
END RETAINING WALL
-Y5RPA- STA. 31+35.29
BEGIN RETAINING WALL
-Y5RPA- STA. 32+62.82
END RETAINING WALL
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]GREU TL-3G
R
E
U
T
L-3
G
R
E
U
T
L-3
B-7
7
B-7
7
B-77GRE
U
T
L-
3B-
7
7B-
7
7
GREU TL-3
B-77 GREU TL-3
B-77
B-77
CAT-1
GREU TL-3
-Y5RPC- ST Sta. 21+21.22
-Y5RPC- PC Sta. 22+79.68
-Y5RPC- PT Sta. 25+01.68
-Y5RPC- POT Sta. 26+75.95 B-
7
7
-Y5RPC- CS Sta. 18+81.22
-Y5RPD- POT Sta. 10+00.00
-Y5- POC Sta. 103+27.78=
-Y5RPD- PC Sta. 11+03.05
-Y5RPD- CS Sta. 19+73.43
-Y5RPD- SRS Sta. 21+73.43
-Y5SPURA-
POT St
a. 25+26.9965+00
6
0
+
0
0
20+0055+0015+00
200+00
2
0
+
0
0
25+00 50+0040+00
10+00
215+00
210+00
205+00
220+00
225+00
-Y5SPURA--Y
5RPC-B-77
GREU TL-
3
-Y5FLY- TS Sta. 58+17.76
-Y5FLY- SC Sta. 60+17.76
-Y5FLY- ST Sta. 51+91.83
-Y5FLY- CS Sta. 50+31.83
-Y5FLY-
B-7
7
B-77
-Y5RPA- ST Sta. 39+34.37
-Y5RPA- CS Sta. 37+04.37=
-Y5RPA- TS Sta. 30+64.03
-Y5LPA- CS Sta. 21+86.80
-Y5LPA- SC Sta. 12+00.00
-Y5LPA- ST Sta. 10+00.00=
-Y5LPD- TS Sta. 10+00.00=
-Y5PLD- SC Sta. 12+00.00
-Y5LPD- ST Sta. 21+83.19
-Y5LPD- CS Sta. 19+83.19
20+00
15+0010+00
4
5
+0
0
35+00
30+00
2
5
+
0
0
PIs Sta 19+61.27
F
Ls = 240.00’
LT = 160.05’
ST = 80.05’
PI Sta 23+95.21
D
L = 222.01’
T = 115.53’
R = 325.00’
PI Sta 15+46.92
D
L = 870.38’
T = 443.87’
R = 1,800.00’
PIs Sta 20+40.12
F
Ls = 200.00’
LT = 133.35’
ST = 66.69’
PIs Sta 23+06.78
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
PIs Sta 11+34.68
F
Ls = 200.00’
LT = 134.68’
ST = 67.89’
PI Sta 19+35.17
D
L = 783.19’
T = 1,735.17’
R = 230.00’
PIs Sta 20+51.08
F
Ls = 200.00’
LT = 134.68’
ST = 67.89’
-Y5LPD-
PIs Sta 37+81.11
F
Ls = 230.00’
LT = 153.41’
ST = 76.73’
PI Sta 35+01.22
D
L = 410.35’
T = 207.20’
R = 1,200.00’
PIs Sta 32+17.44
F
Ls = 230.00’
LT = 153.41’
ST = 76.73’
-Y5RPA-
-Y5LPA-
PIs Sta 11+34.68
F
Ls = 200.00’
LT = 134.68’
ST = 67.89’
PI Sta 15+55.37
D
L = 986.80’
T = 355.37’
R = 230.00’
PIs Sta 22+57.36
F
F
Ls = 200.00’
LT = 132.32’
ST = 70.56’
-Y5RPC-
-Y5RPD-
4
0
+0
0
B-77B-77
GREU TL-3CAT-1B-
7
7 ATTENUATORCAT-
1
B-
7
7B-
7
7
SE = 0.08 SE = EXIST.
SE = 0.08 SE = 0.06
SE = 0.08 SE = 0.08 SE = 0.08
-Y5-
PI Sta 16+09.48
D
L = 549.73’
T = 277.98’
R = 1,500.00’
SE = 0.08
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
PIs Sta 28+36.05
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
PIs Sta 37+03.85
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
PIs Sta 39+70.49
F
Ls = 200.00’
LT = 133.40’
ST = 66.73’
PI Sta 42+95.13
D
L = 505.07’
T = 258.05’
R = 1,000.00’
-L- POT Sta. 205+34.35 (61 LT)
-Y5LPA- SC Sta. 23+86.80
-L- POT Sta. 224+16.73 (61 RT)
-Y5SPURA- POT Sta. 10+00.00
AB
C D
DS = 30 MPH DS = 50 MPH DS = 50 MPH
DS = 60 MPH DS = 65 MPH DS = 35 MPH
DS = 30 MPH DS = 60 MPH
SE = 0.06
-Y5RPA- SC Sta. 32+94.03
GREU TL-3
C
AT-1
PI Sta 32+98.02
D
L = 734.48’
T = 395.41’
R = 800.00’
-Y5LPD- TS Sta. 27+02.61
-Y5LPD- SC Sta. 29+02.61
-Y5LPD- CS Sta. 36+37.09
-Y5LPD- SRS Sta. 38+37.09
-Y5LPD- SC Sta. 40+37.09
40+00
35
+0030+00
15+0020+0015+0010+0020+00CAT-1CAT-1B-77
GREU TL-3
-L- POT Sta. 204+66.70=
-Y5- POC Sta. 95+96.36
-Y5LPD- POT Sta. 26+30.98
-Y5LPD- POT Sta. 25+24.04
-L- POT Sta. 221+14.69=
-Y5- POC Sta. 101+73.48=
-Y5FLY- POC Sta. 42+56.90=
-Y5RPA- POC Sta. 31+76.85=PROP. SBGP
ROP. S
BGPROP. SBG
P
R
O
P. S
B
G
P
ROP.
S
BGEND OVERLAY
-Y4- POT Sta. 40+20.00
-Y5- POC Sta. 94+68.27
-Y5C- PC Sta. 20+82.60
-Y5- PCC Sta. 106+09.92
-Y5C- PT Sta. 23+26.97
9
0
+0
0
100
+00
105+00
PI Sta 95+38.31
D
L = 2,167.95’
T = 1,096.34’
R = 5,900.00’
-Y5FLY-
DS = 60 MPH
PI Sta 40+20.15
D
L = 2,333.43’
T = 1,321.75’
R = 1,990.00’
PIs Sta 50+85.17
F
Ls = 160.00’
LT = 106.68’
ST = 53.34’
PIs Sta 59+51.11
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
PI Sta 67+17.13
D
L = 1,354.28’
T = 699.36’
R = 2,200.00’
SE = 0.05
DS = 60 MPH
-Y5FLY- POC 61+90.04 12’ LT
-Y5RPD- SC Sta. 23+73.43 =
-Y5FLY POC 44+42.15=
-L- POT Sta. 205+54.46
9
5
+
0
0
SKEW ANGLE = 64 55’ 25"
END OVERLAY
BEGIN GRADE
G
R
E
U
T
L-3 CAT-
1
RETAIN EXISTING BARRIER
B-
7
7
P
ROP.
S
BGPROP. SBGP
R
O
P. S
B
G PROP. WOVEN WI
RE FENCERETAIN EXISTING C/A FENCE
CAT-1
B-77
-Y5LPD- 23+91.92
-Y5LPD- 24+16.04
BEGIN APPROACH SLAB
BEGIN BRIDGE
-Y5LPD- 26+96.19
END APPROACH SLAB
-Y5LPD- 26+72.08
END BRIDGE
B-7
7ATTENUATOR 48
50
28
49
44100’100’100’110’40 100’135.00’ RT
-Y5LPD- +02.61
100.00’ RT
-Y5RPD- +92.58
45.00’ RT
-Y5C- +85.00
2929
CHORD
100.00’ RT
+41.55
45.00’ RT
-Y5C- +26.97
CHORD
CHORD
CHORD
CHORDCHORD
CHORDC
HOR
D100.00’ RT
-Y5RPD-+00.00
;
;
;
;
;
;
;
;
;
;
-Y5RPD- +59.00
156.00’, 172.00’ RT
159.00’, 174.00’ RT
-Y5RPD- +37.00
100.00’ RT
-Y5RPA- +58.81
103.00’ RT
-Y5RPD-+73.43
100.00’ RT
-Y5FLY-+45.17
55.00’ LT
-Y5C-+74.00
45.00’ LT
-Y5C-+26.97
45.00’ LT
-Y5C-+82.60
121.00’, 137.00’ RT
-Y5FLY-+87.00
121.00’, 137.00’ RT
-Y5FLY-+07.00
100.00’ RT
-Y5LPD-+37.09 100.00’ RT
-Y5LPD-+37.09
110.00’ RT
-Y5LPD-+37.09
115.00’ RT
-Y5RPD-+73.43
135.00’ RT
-Y5LPD-+15.00
100.00’ RT
-Y5LPD-+00.00
122.00’ RT
-Y5FLY-+87.00
165.00’ RT
-Y5RPD-+27.6371.00’ RT
-Y5C- +41.00
85.00’ RT
-Y5C- +41.00
84.00’ RT
-Y5C- +19.00
69.34’ RT
-Y5C- +10.00
100.00’ RT
-Y5RPD-+15.00
28A
TIE TO EXIST C/A
END WW FENCECHORD100.00’ RT
+81.22
100.00’, 115.00’ RT
-Y5RPC-+50.00
110.00’ RT
100.00’,
-Y5RPC-+10.00100’115.00’ RT
-Y5RPD-+73.43
F
C
F
C
F
F
F
C
F
C C
C
F
C
F
F
C
F
C
C
C
C
F
C
F
F
F
FF
C
F
F
F
C FF
F
C
F FF
F
F FFFC
F
CCFF
F
F
CC
F
C F
F
F
C
C
C
F
F
F
F
F FFCF
F
C
C
44+06.77
12+50.00
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F F F
F
F F
F F
F
C
SEE DETAIL AF
W/ CL B RIPRAP
SP. LAT. 4’ BASE DITCH
2GIA-WSF2016
REMOVE DI
EXISTING 30"
REMOVE 98’
P
P
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSF
2GIA-WSF
2GIA-WSF
2003
2005
2004
JB w/MH
2006
2GIA-WSF2014
2015
CB-E
2017
2018
CB-F
W/5 SY GEOFAB
1 TONS CL B RIPRAP 15" RCP-III GRADE TO DRAIN
DRAIN
GRADE TO
2019
CB-E
15" RCP-III
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL C
SP. LATERAL BASE DITCH
P
P
P
PW/ FLOWABLE FILLPLUG & FILLW/ FLOWABLE FILLPLUG & FILLREMOVE DI
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
HW
HW
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SYSTEM
REMOVE
15" RCP-IV
2066
2022
2GIB-WSF
W/5 SY GEOFAB
1 TONS CL B RIPRAP
2021
2023
2024
2025
W/21 SY GEOFAB
8 TONS CL B RIPRAP
15" RCP-III
2026
2029
2030
2027
2GIB-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
REMOVE DI
P
P W/ FLOWABLE FILLPLUG & FILLREMOVE DI
P
PW/ FLOWABLE FILLPLUG & FILL2GIB-WSF
W/14 SY GEOFAB
5 TONS CL B RIPRAP
2034
2032
2031
2033
2035
2036
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
P
P
W/ FLOWABLE FI
LLPLUG & FI
LL2037
CB-G
CB-E
W/10 SY GEOFAB
3 TONS CL B RIPRAP
SEE DETAIL I
STD. 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2 ELBOWS15" CSP
2039
SY GEOFAB
RIPRAP W/14
5 TONS CL B
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
24" RCP-V
2GIA-WSF
2GIA-WSF
2007
2008
2GIA-WSF
W/21 SY GEOFAB
8 TONS CL B RIPRAP
REMOVE
2040
2041
2042
W/5 SY GEOFAB
1 TONS CL B RIPRAP
2 ELBOWS
15" CSP
2GIB-WSF
2GIB-WSF
20EX1
2043
2044
20EX2
20EX3
2045
15"
R
C
P-III
RCP-III
15"
TO JB w/MH
Conv. DI
2GI
Adj. 2GI
Adj.
2GIB-WSF
2GIB-WSF
COLLAR
& RETAIN
CONFIR
M LOCATION
RETAIN
RETAIN
& 15" RCP
REMOVE DI
& 15" RCP
REMOVE DI
2046
2GIB-WSF
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2047
2048
2050
JB w/MH
2051
SEE DETAIL A
SP. LAT. V DITCH
2052
SEE DETAIL M
W/ CL B RIPRAP
LATERAL V DITCH
HW
GRADE TO DRAIN
18" RCP-IV
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
36" RCP-IV (EQUILIZER PIPE)RE
MO
VE
2053
4OTCB
2054
HW
P
P
W
/ FLOW
A
B
LE
F
ILL
PLUG

&

F
ILL
E
X
IS
T 48"R
EM
O
V
E 43’ O
F
2055
2056
2060
20EX5
2063HW
P
P
P FLOWABLE FILLPLUG & FILL W/2064
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILLPLUG & FILLP
P
REMOVE CB
DI
REMOVE
P
P
W/ FLOWABLE FILLPLUG & FILL
P
P W/ FLOWABLE FILLPLUG & FILL42" PIPE
& 22’ EXIST
REMOVE HW
R ETA IN
20EX6
20EX7
20EX8
W/7 SY GEOFAB
2 TONS CL B RIPRAP
SEE DETAIL A
SP. LAT. V DITCH
CB
RETAIN
CB
RETAIN RETAI
NREMOVE CB
P
REMOVEREMOVE DI
REMOVE
REMOVE CB REMOVE
P
P
W/ FLOWABLE FILL
PLUG & FILL
REMOVE 115’48" RCP-IVSEE DETAIL W
BASE DITCH
STANDARD 10’
TRENCHLESS INSTALLATION 66" WELDED STEEL (NOT BURIED)
2065
SEE DETAIL C
SP. LAT. 4’ BASE DITCH W/14 SY GEOFAB
5 TONS CL B RIPRAP
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
24" RCP-IVSYSTEM
REMOVE
1923
JB w/MH
2068
2073
2072
2070
2074
2067
2071
30" RCP-IV2GIA-WSF
2GIB-WSF
2GIB-WSF
15" RCP-V 2GID-WSF 2GIB-WSF
W/10 SY GEOFAB
3 TONS CL B RIPRAP
2 ELBOWS15" CSP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
2GIB-WSF24" RCP-IVW/14 SY GEOFAB
5 TONS CL B RIPRAP
SEE DETAIL G
MEDIAN V DITCH
GRADE TO DRAIN SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
RCP-III 15"
2GIB-WSF
2069 2075
2076
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2077
2078
2079
2GIB-WSF
2GIB-WSF
15" RCP-III
2 ELBOWS
15" CSP
W/5 SY GEOFAB
1 TONS CL B RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION 2 ELBOWS15" CSPGRADE TO DRAIN
20EX9
DI
RETAIN RETAINSYSTEMREMOVE2081
2080
2082SYSTEMREMOVE 15" RCP-III 15" RCP-III 2GIB-WSS
2GIB-WSS
W/7 SY GEOFAB
2 TONS CL B RIPRAP REMOVESEE DETAIL G
MEDIAN V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL W
STD. 4’ BASE DITCH30" RCP-III
2083 TB JB w/MH
REMOVE
24" RCP-IV
SYSTEMREMOVE
2084
2GIB-WSS
15" RCP-III
2085
WSS
2GIA-
REMOVE
REMOVE
SEE DETAIL T
STD. V DITCH
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI
REMOVE DI
REMOVE
15" RCP-III
DI
W/7 SY GEOFAB
2 TONS CL B RIPRAP
205966" RCP-III (NOT BURIED)W/218 SY GEOFAB
120 TONS CL I RIPRAP 2058
W/5 SY GEOFAB
1 TONS CL B RIPRAP2 ELBOWS15" CSP15" RCP-III 18" RCP-III 15" RCP-IV 54" RCP-IV
6
6" RCP-III
RETAIN
SEE DETAIL F
SP. CUT 4’ BASE DITCH
2GIB-WSF
DETAIL B
DITCH SEE
SP. CUT
48" RCP-III48" RC
P-III2GIB-NSF
30" RCP-III30" RCP-III
6
6
" RCP-III
DETAIL W
SEE
BASE DITCH
STD. 10’
1
5
" RCP-III 30"
R
C
P-III30" RCP-III
30" RCP-III
15"
R
C
P-III
W/89 SY GEOFAB
48 TONS CL I RIPRAP
2087
DI
15" RCP-III
2086
DI 36" RCP-III (EQUILIZER PIPE)2GIA-WSF
15" RCP-IV
15" RCP-IV
24" RCP-IV24" RCP-IV24" RCP-IV
1
5
" RCP-I
V1
5
" RCP-I
VRCP-IV
15"
15"
R
C
P-I
V
REMOVE DI
P
2001
2002
2010
2011
2009
2012
2013
2GIA-WSF
2GIA-WSF
2GIB-WSF
2020
P
P 36" RCP-IVHW
18" RCP-IV2088
15" RCP-IV
18" RCP-IV
54" RCP-V
TB 2GIA-NSF2089
2090
54" RCP-V
209136" RCP-IV54" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
2GIA-WSF
TB 2GIA-NSF
42" 18" RCP-IV 18" RCP-IV
RC
P
-III3
0
"
SEE DETAIL SHEET 2G-2
ROCK FILL IN POND
15" RCP-IV
54" RCP-IV
TO 102+02 LT
-Y5- STA 106+22
DITCH CLEANOUT
NAD 83/ NA 2011

8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh20.dgnaheflerREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20
MATCHLINE -L- STA. 198+50.00 SEE SHEET 19SEE SHEET 68-Y5RPA- STA. 47+50.00MATCHLINEMATCHLINE -Y5- STA. 90+00.00 SEE SHEET 68
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
69,400
54,500
73,800
56,700
42,500
21,900
24,700
12,100
8,600
4,600
I-295
I-295
19,500
10,600
1,900
800
8,400
4,600
I-95 I-95
PAVEMENT REMOVAL
I-5986A
PLANS
0
GRAPHIC SCALE
502550
SEE SHEET 70
STA. 105+00.00
MATCHLINE -Y5- STA. 67+00.00 SEE SHEET 21MATCHLINE -Y5FLY-SEE SHEET 68
-Y5FLY- STA. 38+00.00
MATCHLINE
SEE SHEET 19 -Y5RPC- STA.16+50.00MATCHLINESEE SHEET 21MATCHLINE -L- STA. 227+00.00FOR -Y5FLY- PROFILE SEE SHTS. 170 AND 171
FOR -Y5LPD- PROFILE SEE SHTS. 167 AND 168
FOR -Y5RPC- PROFILE SEE SHT. 166
FOR -Y5LPA- PROFILE SEE SHT. 164
FOR -Y5SPURA- PROFILE SEE SHT. 163
FOR -Y5RPD- PROFILE SEE SHTS. 166 AND 167
FOR -Y5RPA- PROFILE SEE SHTS. 161 AND 162
FOR -Y5RT- PROFILE SEE SHTS. 157 AND 158
FOR -Y5LT- PROFILE SEE SHTS. 157 AND 158
FOR -LRT SEC1- PROFILE SEE SHTS. 100 THRU 102
FOR -LLT SEC1- PROFILE SEE SHTS. 100 THRU 102DESIGN SUBJECT TO CHANGE PENDING
COORDINATION WITH THE DEVELOPER
www.rkk.com
Engineers | Construction Managers | Planners | Scientists FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
CF
R
E
T
AI
N
E
XIS
TI
NG
C/A F
E
NC
E
-Y5RPC- RT FROM 18+81.22 TO 20+41.55
ROW REVISION - 06-05-2020 - PARCEL 28 REVISED SPIRAL TO CHORD ON
FOR PUE AT -Y5RPD- 21+59.00
ROW REVISION - 06-05-2020 - PARCEL 44 REVISED ALIGNMENT REFERENCE
CORRECTLY TO -Y5RPD- 19+73.43, 115.00’ RT
-Y5RPD- 19+27.63, 165.00’ RT TO TIE
ROW REVISION - 06-05-2020 - PARCELS 44 & 49 REVISED ROW LINE FROM
TIE CORRECTLY AT 115.00’ RT
ROW REVISION - 06-05-2020 - ADJUSTED PUE AT -Y5RPC- 17+50.00 RT TO
-L- STA. 201+50.00 TO 208+50.00
DESIGN EXCEPTION FOR HORIZONTAL CLEARANCE
ROW REVISION - 06-17-2020 - PARCEL 29 REMOVED ROW
WOODS
WOODS
WOODS
MTL
MTL
MTL
48" WW & 1 SBW
WOODS
WOODS
WOODS
I-95 SBL 47’ BST
I-95 NBL VAR BSTEIPEIP
R/W MON
R/W MON
MON48" WW & 1 SBWBM #15
BL-135
BL-136
24" RCPS 3918’58" E45.87’S 3834’21" E83.06’S 3824’47" E137.09’S 3824’47" E
1.24’
LARRY G MCPHAIL
JAMES D MCPHAIL
DB 3261 PG 188
RACHEL M TAYLOR
G. C. TAYLOR JR
LIFE ESTATE RESERVED TO
G. C. TAYLOR, III
PB 72 PG 46
DB 3586 PG 390
C/O KIRBY GODSEY
MERCER UNIVERSITY
THE CORPORATION OF
RACHEL M TAYLOR
G. C. TAYLOR JR
LIFE ESTATE RESERVED TO
G. C. TAYLOR, III
PB 72 PG 46
DB 3586 PG 390
12’12’12’PS4’PS4’.
0
5
.
0
4
.
0
3
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
3
.
0
4
.
0
5
TYP.40.00’
+
6
4.
4
3
TYP.40.00’
+
3
2.
0
4.025PS12’PS12’PS12’PS12’.02.02.025.02.02.025.025.02.02.02.025.02PS4’12’12’PS4’8:1
300’ TAPER LANE
REMOVE EXISTING FENCE
BARRIER -L- Sta. 228+61.95
END DOUBLE FACED CONCRETE
.02548’
48’
16’
14’
14’
3’
26’ MEDIAN
48’
48’
12’
26’ MEDIAN12’PSPROP. MEDIAN BARRIER
REMOVE EXISTING FENCE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
75+00
70+00
230+00 235+00
-Y5FLY- CS Sta. 73+72.04
-Y5FLY- SRS Sta. 75+72.04
-Y5FLY- SC Sta. 77+72.04
-Y5FLY-
ATTENUATOR
-Y5RPA- PT Sta. 24+10.50
-Y5RPA- PC Sta. 19+19.25
-Y5RPA- PT Sta. 14+91.25
25+00
20+00
15+00
-Y5RPA-
PI Sta 21+64.90
D
L = 491.25’
T = 245.66’
R = 12,900.00’
-Y5FLY-
PIs Sta 74+38.72
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
SE = NC
PI Sta 12+45.66
L = 491.25’
T = 245.66’
R = 12,900.00’
SE = NC
D
PROP. WOVEN WIRE FENCE
DS = 65 MPH DS = 65 MPH
CAT-1
PI Sta 67+17.13
D
L = 1,354.28’
T = 699.36’
R = 2,200.00’
SE = 0.05
DS = 60 MPH
PI Sta 82+72.40
D
L = 990.26’
T = 500.35’
R = 2,800.00’
SE = 0.05
DS = 65 MPH
PROP. WOVEN WIRE FENCE
PIs Sta 77+05.38
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
50
44
51
100’100’
52
CHORD
;;
;
;
121.00’, 137.00’ RT
CHORD
CHORD
-Y5FLY-+27.00
121.00’, 137.00’ RT
-Y5FLY-+48.00
121.00’, 137.00’ RT
-Y5FLY-+67.00 121.00’, 137.00’ RT
-Y5FLY-+87.00
121.00’, 137.00’ RT
-Y5FLY-+10.00 121.00’, 137.00’ RT
-Y5FLY-+30.00
100.00’ RT
-Y5FLY-+72.04
100.00’ RT
-Y5FLY-+72.04
100.00’ RT
-Y5FLY+72.04
121.00’ RT
-Y5FLY-+20.00
120.00’ RT
-Y5RPA-+91.25
100.00’ RT
-Y5RPA-+19.25
100.00’ RT
-Y5RPA-+10.50
C
C
C
C
C
C C
C
C
F
F
F
F
F
F
F
F
CCC
FFC
GRADE TO DRAIN
INV=132.1’
W/10 SY GEOFAB
3 TONS CL B RIPRAP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
18" RCP-IV
INV=132.4’
SEE DETAIL C
SP. LAT. 4’ BASE DITCH
W/14 SY GEOFAB
5 TONS CL B RIPRAP24" RCP-IVSEE DETAIL B
SPECIAL CUT DITCH
RETA
I
N
& CLEAN OUTDETAIL B
DITCH SEE
SP. CUT
15"
R
C
P-III
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh21.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED 21
NAD 83/ NA 2011
MATCHLINE -L- STA. 227+00.00 SEE SHEET 20SEE SHEET 22-L- STA. 239+00.00MATCHLINE -L-
-Y5RPA-
PAVEMENT REMOVAL
I-5986A
STA. 67+00.00 SEE SHEET 20MATCHLINE -Y5FLY-STA. 80+00.00 SEE SHEET 22MATCHLINE -Y5FLY-FOR -Y5FLY- PROFILE SEE SHT. 171
FOR -Y5RPA- PROFILE SEE SHT. 161
FOR -LRT SEC1- PROFILE SEE SHTS. 102 AND 103
FOR -LLT SEC1- PROFILE SEE SHTS. 102 AND 103
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
INV=128.19’18" RCPINV (NW)=129.09’
TOP=132.69’
INV=121.36’24" RCPINV (NW)=124.01’
TOP=128.63’
CONC
CONC
DI
DI
C
UL
5
MTL
MTL
WOODS WOODS
WOODS
WOODS
WOODS
RIP RAP
MTL
48" WW & 1 SBW
MTL
WOODS
I-95 SBL 46’ BST
I-95 NBL VAR BST
4.5’ BST
9.5’ BST
10’ BST
12’ BST
48" WW & 1 SBW
48" WW & 1 SBW
15" CONC HW
R/W MON
R/W MON
BL-137
BL-138
RACHEL M TAYLOR
G. C. TAYLOR JR
LIFE ESTATE RESERVED TO
G. C. TAYLOR, III
PB 72 PG 46
DB 3586 PG 390
S 83
00’14" E
57.08’
S 8915’14" E
132.00’S 6830’14" E132.00’
N 8859’46" E
132.00’S 5000’14" E111.60’RACHEL M TAYLOR
G. C. TAYLOR JR
LIFE ESTATE RESERVED TO
G. C. TAYLOR, III
PB 72 PG 46
DB 3586 PG 390
RACHEL M TAYLOR
TO G. C. TAYLOR JR
LIFE ESTATE RESERVED
G. C. TAYLOR, III
TART AND TART, INC
DB 4490 PG 310
TART AND TART, INC
DB 4490 PG 31012’12’PS4’PS4’300’ TAPER LANE
8
:1
8:1 .05.04.03.025TYP.
40.00’+42.30.025PS14’PS12’PS12’.02.02.025.02.02.025.025.02.02.025.02.02.025.02.028:18:1
48’
48’
26’ MEDIAN
.02572’
60’
60’
26’ MEDIAN
PROP. MEDIAN BARRIER
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE.025SIGN
PROP.+50.00PS14’ SHLD TAPER
100’PS14’PS12’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
240+00 245+00
250+00
85+00
-Y5RPA-
-L-
-Y5FLY- CS Sta. 87+62.30 -Y5FLY- ST Sta. 89+62.30=
-Y5FLY-
-Y5RPA- PC Sta. 10+00.00=
CAT-1
-Y5RPA--Y5FLY-
PI Sta 12+45.66
D
L = 491.25’
T = 245.66’
R = 12,900.00’
PI Sta 82+72.40
D
L = 990.26’
T = 500.35’
R = 2,800.00’
PIs Sta 88+28.97
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
GREU TL-3
SE = NC SE = 0.05
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-L- POT Sta. 248+84.70 (73’ RT)
DS = 65 MPH DS = 65 MPH
GREU TL-3
CAT-1
-L- POT Sta. 242+45.66 (61’ LT)
WING WALL
CULVERT
TIE FENCE TO
PROP. SBG
51
53
210’125’200’52
54
CHORD
CHORD CHORD
100’
;;
;;
200.00’, 240.00’ LT
+45.00
200.00’ LT
+00.00
135.00’ RT
-Y5RPA-+00.00
100.00’, 125.00’ RT
-Y5FLY-+00.00
149.00’ RT
-Y5FLY-+00.00
152.00’ RT
-Y5FLY-+00.00
148.00’ RT
-Y5FLY-+00.00
156.00’ RT
-Y5FLY-+62.30
125.00’,RT
-Y5FLY-+62.30
137.00’,RT
-Y5FLY-+62.30
158.00’ RT
-Y5FLY-+62.30
C
C
C
C
C
F
C
F
F
F
F
F
C
P
P
REMOVE DI
REMOVE DI
FLOWABLE FILL
PLUG & FILL W/
2202
2201
2203
2206
2205
22072GIB-WSF 2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
W/ 21 SY GEO FAB
8 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
2208
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL U
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
4OTCB
2209
2210
SEE DETAIL AA
SPECIAL CUT DITCH
P
P
FLOWABLE FILL
PLUG & FILL W/
SEE DETAIL F
SPECIAL CUT 4’ BASE DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
18" RCP-IV 15" RCP-IV 2204 2GIB-WSF
30" RCP-
I
V15" RCP-IV
15" RCP-IV 18" RCP-IV
(
B
URI
E
D
1.0’)
22112GIB-WSF
W/7 SY GEOFAB
2 TON CL B RIPRAP
2212 15" RCP-III NAD 83/ NA 2011
8/24/202022
STA. 80+00.00 SEE SHEET 21MATCHLINE -Y5FLYREV-SEE SHEET 21MATCHLINE -L- STA. 239+00.00MATCHLINE -L- STA. 252+00.00 SEE SHEET 23I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh22.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -Y5FLY- PROFILE SEE SHT. 171
FOR -Y5RPA- PROFILE SEE SHT. 161
FOR -LRT SEC1- PROFILE SEE SHTS. 103 AND 104
FOR -LLT SEC1- PROFILE SEE SHTS. 103 AND 104
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
18" RCP24" RCP24" RCP24" RCPCONC
CONC
CONC
DI
DI
DI
C
UL
1
C
UL
2
C
UL
3
C
UL
4
C
E
1HW1
C
UL
5
C
UL
6
C
UL
7
C
UL
8
C
E
2HW2
WOODS
WOODS
WOODS
WOODS
MTL
MTL
MTL
MTL
WOODS
BILLBOARD
s
48" WW & 1 SBW 48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
BILLBOARD
I-95 SBL 37’ BST
I-95 SBL 45’ BST
I-95 NBL 37’ BST
I-95 NBL VAR BST
10.5’ BST
5’ BST
5’ BST
11.5’ BST
48" WW & 1 SBW
48" WW & 1 SBW
15" CONC HW
R/W MON R/W MON
BM #16
BL-139
BL-140
BL-141
N 74
59’46"
E
153.78’S 5900’14" E161.04’S 82
15’14" E
155.10’
S 83
00’14" E
PB 72 PG 46
DB 3586 PG 390
RACHEL M TAYLOR
TO G. C. TAYLOR JR
LIFE ESTATE RESERVED
G. C. TAYLOR, III
TART AND TART, INC
DB 4490 PG 310
TART AND TART, INC
DB 4490 PG 310
300’ TAPER LANE
300’ TAPER LANE
8:1
8:1
PS12’PS12’PS12’.025.02.02.02.02.025.025.02.02.025.02.0226’.02.02.025.025.02.02900’ ACCELERATION LANE+00.0026’ MEDIAN
48’
72’72’
60’PS12’PS12’48’
60’
26’ MEDIAN
PROP. MEDIAN BARRIER
REMOVE EXISTING FENCE
REMOVE EXISTING FENCEPS14’PS15’PS15’PS14’FOR TMP
SHLD WIDENING
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-L- PC Sta. 253+82.95 -L- PT Sta. 257+85.04
255+00
260+00
-L-
GREU TL-3
CAT-1
PI Sta 255+83.99
D
L = 402.09’
T = 201.05’
R = 230,000.00’
-L-
SE = NC
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
DS = 75 MPH
-L- PC Sta. 265+26.02
PI Sta 267+26.13
L = 400.21’
T = 200.10’
R = 260,000.00’
D
SE = NC
DS = 75 MPH
265+00
WING WALL
CULVERT
TIE FENCE TO
WALL
CUVLERT WING
TIE FENCE TO
WALL
CUVLERT WING
TIE FENCE TO
PROP. SBG
53
175’200’210’52
54
CHORD
200.00’LT
+82.95
;
;
;;
231.00’ RT
+85.04
195.00’ RT
+26.02
200.00’, 240.00’ LT
+45.00
210.00’ RT
+85.04
210.00’ RT
+00.00
150.00’ LT
+26.02
200.00’ LT
+85.04
210.00’ RT
+82.95
175.00’ RT
+26.02
228.00’, 244.00’ RT
+05.00
228.00’, 244.00’ RT
+27.00
231.00’ RT
+82.95
MILEMARKER 58.3
-L- STATION 257+50 RT
IMPACTED BILLBOARD
MILEMARKER 59.0
-L- STATION 262+00 LT
IMPACTED BILLBOARD
231.00’ RT
+59.08 150’F
F
F
F F
C
F
C
C
C
C
C
F
C
2-
8’x8’
R
C
B
C
P
P
P
P
P
P
REMOVE DI
REMOVE DI
P
P
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
2GIB-WSF
2GIB-WSF2302
2301
2303
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
SEE DETAIL D
LATERAL 4’ BASE DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVE DI
SEE DETAIL F
SPECIAL CUT 4’ BASE DITCH 15" RCP-IV 15" RCP-IV
(
B
URI
E
D
1.0’)
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh23.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
23
MATCHLINE -L- STA. 252+00.00 SEE SHEET 22MATCHLINE -L- STA. 266+00.00 SEE SHEET 24I-5986A
FOR -LRT SEC1- PROFILE SEE SHTS. 104 AND 105
FOR -LLT SEC1- PROFILE SEE SHTS. 104 AND 105
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2ROW REVISION - 06-05-2020 - PARCEL 54 ADDED MISSING PERMANENT EASEMENT MARKER -L- 259+08 231.00’ RT.
CONC
DI
WOODS
WOODS
WOODS
MTL MTL
MTL
WOODS48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
I-95 SBL 37’ BST
I-95 NBL 37’ BST
EIP
R/W MON
N 7132’54" W
1.03’EXISTING R/W
EXISTING R/W
S
T
POLE
TRAFFIC SIGNAL (TS)50’ EASEMENT DB 10246 PG 89950’ EASEMENT DB 10390 PG 173BM #17
TART AND TART INC
DB 8701 PG 123
JEAN W MCLAURIN
DB 859 PG 67
S 0909’49" WN
7
1
3
2
’
5
4
" W5
2
5.
4
6
’N
7
1
5
2
’
5
3
" W9
2
1.
4
6
’
TART AND TART, INC
DB 4490 PG 310
TART AND TART, INC
DB 4490 PG 310 .025.02.02PS12’PS12’.025.02.02PS12’.025.02.02PS12’.025.02.02300’ TAPER LANE +00.00900’ ACCELERATION LANE.025.025PS12’PS12’48’
60’
48’
48’
60’48’
48’
26’ MEDIAN
26’ MEDIAN
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
PROP. MEDIAN BARRIER
PROP. MEDIAN BARRIERPROP. MEDIAN BARRIER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-L- PT Sta. 269+26.23
270+00
275+00
PI Sta 267+26.13
L = 400.21’
T = 200.10’
R = 260,000.00’
D
-L-
SE = NC
DS = 75 MPH
PROP. WOVEN WIRE FENCE
-L- Sta. POT 280+00.00
BEGIN SECTION 2
END SECTION 1 &
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL F
SPECIAL CUT 4’ BASE DITCH
C
C
C
C
C
C C
F
C C
C
F140’140’140’140’55
56
53
54
140.00’ LT
+26.23
CHORD
CHORD
140.00’,RT
+26.23
161.00’ RT
+26.23
161.00’ RT
+00.00
REMOVE DI
2GIB-WSF
2GIB-WSF2404
2405
2406
18" RCP-IV 18" RCP-IV P
P
FLOWABLE FILL
PLUG & FILL W/
2401
2402
2403
W/ 7 SY GEO FAB
2 TONS CL B RIP RAP
2GIB-WSF2GIB-WSF 15" RCP-IV 15" RCP-III
SEE DETAIL B
SPECIAL CUT DITCH
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
INV=134.3’INV=136.5’
2408
2407
2GIB-WSF
2GIB-WSF
SEE DETAIL B
SPECIAL CUT DITCH
15" RCP-IV
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh24.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
24
MATCHLINE -L- STA. 266+00.00 SEE SHEET 23MATCHLINE -L- STA. 280+00.00 SEE SHEET 25I-5986A
FOR -LRT SEC1- PROFILE SEE SHTS. 105 AND 106
FOR -LLT SEC1- PROFILE SEE SHTS. 105 AND 106
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2REVISIONS ROW REVISION - 06-05-2020 - PARCEL 55 ADDED MISSING PERMANENT EASEMENT MARKER -L- 280+00 161.00’ RT.
18" RCP
BST
S
OIL
MTL
MTL
MTL
MTL
WOODS
WOODS
WOODS
WOODS
MTL
MTL
SOILI-95
O
FF
R
A
M
P
V
A
R
B
STUS 301 SBL VAR BST
US 301/I-95 NBL VAR BST
US 301 ON RAMP VAR BST
3’ BST
4.5’ BST
4.5’ BST
4
8
" WW
& 1SBW
EIPEIP
EIP
EIP
R
/W
MON
R/W MON
EXISTING R/W
BY-163 BY-164
BY
-16
5
BY
-16
6
T
T6"
16"
16"
FO
FOFO
FO
MARY RUTH WILLIAMS BAGGETT
JASPER LEROY BAGGETT
DB 3527 PG 139
N 3136’33" E
200.07’N 6901’28" W260.22’N 7130’37" W100.00’N 8112’37" W100.00’N 8656’37"
W1
00.00’
S 4236’47" W
395.52’S 6535’19" E
248.76’N 3008’04" E211.37’
N 6535’19" W199.43’
S 5815’01" E
393.73’
N 3052’14" E98.32’S 5922’56" E
PB 94 PG 11
DB 9743 PG 263
REVOCABLE LIVING TRUST
SYLVIA C SCALLY
SYLVIA C SCALLY,
95BUS.
INTERSTATE
8
:1
8:1
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
ON EXIT RAMP AND ENTRANCE LOOP
MILL AND OVERLAY EXISTING PAVEMENT
OVERLAY EXISTING PAVEMENT EXI
S
TEXISTEXISTEXISTCROSS-OVER
RETAIN EMERGENCY
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
40+00
15+00
10+00
-Y1NB- TS Sta. 11+87.00
-Y1SB-
-Y1NB-
-Y1NB- SC Sta. 13+47.00
-Y1SB- PT Sta. 42+78.84
PIs Sta 12+93.67
F
Ls = 160.00’
LT = 106.67’
ST = 53.33’
PI Sta 17+56.04
D
L = 816.72’
T = 409.03’
R = 5,800.00’
-Y1SB--Y1NB-
CAT-1
CAT-1
GREU TL-3
SE = EXIST.
DS = 60 MPH
RETA
IN
EX
IST
ING
C
/A
FENCE
DS = 60 MPH
SE = EXIST
RE
T
AI
N
E
XIS
TI
NG C/A F
E
NCEDUNN ROAD
PROJECT 41665.7A
COMPLETED BY
TIE TO NEW PAVEMENT
BY PROJECT 41665.7A
AND GUARDRAIL COMPLETED
TIE TO NEW PAVEMENT
END OVERLAY
END CONSTRUCTION
BEGIN CONSTRUCTION
BEGIN OVERLAY
-Y1NB- POT Sta. 10+00.00
BY PROJECT 41665.7A
AND GUARDRAIL COMPLETED
TIE TO NEW PAVEMENT
PI Sta 33+04.95
L = 1,975.99’
T = 1,002.10’
R = 4,815.00’
D
-Y1SB- POT Sta. 44+75.84
-Y1SB- POT Sta. 44+75.84
63EX1
RETAINNAD 83/ NA 2011DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh63.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
63I-5986A
STA. 35+00.00 SEE SHEET 10MATCHLINE -Y1SB-STA. 20+00.00 SEE SHEET 10MATCHLINE -Y1NB-FOR -Y1SB- PROFILE SEE SHTS. 148 AND 149
FOR -Y1NB- PROFILE SEE SHT. 146
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
18" RCP
15" RCP
18" RCP
8" PVC
A
B
C
A
15" RCP
15" RCP 48" CLFHTR HTR
HTR
60" CLF 72" WDS
S S
48" PVC
1 S BK D
1 S F D
S
WOODS
WOODS
WOODS
MTL
MTL
GR
GR
GR
GR
SR 1831 BAYWOOD RD 24’ BST SR 1894 CULBRETH RD 18’ BSTS
1 S F D
48" PVC
RIP RAP RIP RAP
EIP
EIPEIP EIPR/W MON
R/W MON
R/W MON
R
/
W

B
K
1 PG
351R
IG
H
T
O
F
W
A
YVARIABLE WIDTHEXISTING R/W
EXISTING R/W
60’EXISTING R/WEXISTING R/WBY2-176
BY2-175
BM #3
HH
TT
EOI
TT
ABAND
ABAND
FO
FOFO
FO FO
FO
FOFO4"
4"4"CENTRAL FARMS, INC
DB 3002 PG 533
BETTY LIST-RICE
DB 6337 PG 128
ANNABELL L SINGLETONCHARLES T SINGLETON
PB 19 PG 44
DB 1149 PG 269
ANNABELL L SINGLETON
PB 19 PG 44
DB 3177 PG 792
MARK ANTHONY HOWLLHEATHER L HOWELL
PB 117 PG 128
DB 7877 PG 45 S 1552’25" W640.80’S 7407’35" E
202.03’
S 7432’51" E
198.20’N 1552’25" E50.00’S 1552’25" W110.70’S 7407’35" E
125.00’S 7407’35" E
25.00’S 1552’25" W120.64’S 7407’35" E
75.00’S 1552’25" W132.03’S 1609’18" W207.82’N 1606’26" E603.11’S 6314’26" W369.59’
N 6319’34" E293.58’
S.J.MCLAURIN, HEIRS
DB 4831 PG 521
WILLIAM P BIZZELL
PB 19 PG 44
DB 2905 PG 189
8
:1
8:1 PS8’PS8’12’12’TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
F
F
F
F
6401
2GIB-NSF
RETAIN SYSTEM
RETAIN
RETAIN
RETAIN
W/ 7 SY GEO FAB
2 TON CL B RIPRAP
6402
15" RCP-IV
6403
2GIB-NSF
2 ELBOWS15" CSPGREU TL-3
GREU TL-315+00
10+00
-Y3- POT Sta. 10+00.00
-Y3-PI Sta 54+72.91-Y1NB-PI Sta 15+82.98
D
L = 460.08’
T = 231.06’
R = 2,000.00’
-Y3-
PROP. SBG
SE = 0.06
DS = 60 MPH
-Y3- PC Sta. 13+51.92
END OVERLAY/BEGIN GRADE
-Y3- POC Sta. 16+00.00
-Y3- POC Sta. 15+00.00
BEGIN OVERLAY
BEGIN CONSTRUCTION
BAYWOOD RD BEGIN APPROACH SLABNAD 83/ NA 2011DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh64.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
64
MATCHLINE -Y3- STA. 17+00.00 SEE SHEET 12FOR -Y3- PROFILE SEE SHT. 149
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
WOODS
WOODS
MTL
MTL
48" WW & 1SBW
48" IRON 48" WDBRUSH
SR 1893 GOBBLER LN 20’ BST45’ BST
15’ BSTGATE
PB 124 PG 127
ACCESS AND UTILITY EASEMENT
PB 124 PG 188
EASEMENT
ACCESS AND UTILITY EIPEIPEIPEIP
EIP
EIP
EIPR/W MONR/W MONR/W MONMON
MONVARIABLE WIDTHEXISTING R/W
EXISTING R/W
BY2-179
BY2-180
BM #4T
W
FO
FO
FOFOFO
FO
FOFO FO
6"12"12"12"12"12"12
"
MARTIN GAINEY
PB 75 PG 59
DB 3779 PG 351
MANA W MCCAIG
SCOTT M MCCAIG
PB 121 PG 35
DB 9975 PG 335PB 45 PG 27PB 135 PG 155DB 3564 PG 597SOPHIA S DIORIETES
CHRIS J DIORIETES
PB 45 PG 27
DB 3669 PG 127
DB 9773 PG 220
DONOVAN E MCLAURIN
N 5407’58" EN 6449’08" W
199.98’N 2511’06" E272.52’N 2511’06" E233.30’S 3631’52" W573.95’S 5945’15" E
54.69’N 3014’45" E25.00’N 3533’15" W63.60’
N 8543’45" E
181.10’N 3533’15" W336.56’S 3601’06" E170.34’S 2455’34" W648.13’S 8225’32" E
200.90’
SHIRLEY T MCLAURIN
CHARLES G MCLAURIN
PB 124 PG 127
DB 8175 PG 542
SOPHIA H EDWARDS
CLIFF L EDWARDS
PB 45 PG 27
PB 135 PG 155
DB 3564 PG 597PS8’12’12’PS8’EXIST.8:1
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
GREU TL-3-Y3- PC Sta. 24+85.51-Y3-
PI Sta 26+62.32
D
L = 353.61’
T = 176.81’
R = 50,000.00’
-Y3-PIs Sta 59+04.32-Y1NB-PI Sta 54+72.91R = 7,430.00’SE = 0.02GREU TL-3PROP. SBG
PROP. SBG DS = 65 MPHSE = NC
DS = 60 MPH
PI Sta 15+82.98R = 2,000.00’SE = 0.06DS = 60 MPHPI Sta 26+62.32L = 353.61’T = 176.81’R = 50,000.00’SE = NCDS = 60 MPHEND GRADE/BEGIN OVERLAY
END OVERLAY
END CONSTRUCTION
BAYWOOD RD-LSB-PIs Sta 128+67.94-Y3- PC Sta. 28+39.12
-Y3- POC Sta. 25+00.00
F
F
F
FF
FF
F
F
6502
2GIB-NSF
6503
2GIB-NSF
6504
W/ 5 SY GEO FAB
1 TON CL B RIPRAP
2 E L BOWS
15 " CS P
15" RCP-III NAD 83/ NA 2011DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh65.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
65
MATCHLINE -Y3- STA. 25+00.00 SEE SHEET 12FOR -Y3- PROFILE SEE SHT. 149
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
1037
104.141120
104.56
1169
103.03
1200
112.37
DI
DI DI
DI
DI DI
CONC WW CONC WW
CONC WW
CONC WW
CABLE
MTL
MTLMTL
MTL
BARRELS2 8’H x 8’W IRON/CAP
NCDOT BB15" RCPBBEXISTING R/W
EXISTING R/W48" WW & 1 SBW
BY4-202
BY4-20315" RCP15" RCP15" RCP 15" CMP11’ BST
11’ BST
4’ BST
4’ BST
36" C&G
36" C&G
I-295 WBL/GOLDSBORO RD 24’ BST
I-295 WBL/GOLDSBORO RD 24’ BST
I-295 EBL/GOLDSBORO RD 24’ BST
I-295 EBL/GOLDSBORO RD 24’ BST
CABLECABLECABLE
48" WW & 1 SBW
NC DEPARTMENT OF TRANSPORTATION
PB 49 PG 4
PG 412DB 6092
PB 49 PG 4
PG 856DB 9122
JOHN ADAM CARTER
MICHAEL D CANADY
SUSAN CARTER CANADY
JOHN ADAMS CARTER
PEGGY M HILL
PB 49 PG 4
DB 9122 PG 856EXIST.850’ RIGHT LANE TAPER
8:1 8:1
8:1 8:1 PS4’PS12’36’
24’
24’PSPS24’4’10’.02.02CABLE GUIDERAIL
TIE TO EXISTINGEXIST..021.020REMOVE EXISTING FENCE
PROPOSED PAVED SHOULDER FLUSH SHT. 2A-3
MILL EXISTING PAVED SHOULDER AND TIE +46.50REMOVE EXISTING GUARDRAIL
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BEGIN CONSTRUCTION
-Y5- POT Sta. 38+00.00
45+0035+00 40+00
-Y5- PC Sta. 47+77.66
CAT-1
GREU TL-3
GREU TL-3 CAT-1
-Y5-
DS = 70 MPH
PI Sta 49+24.54
D
L = 293.78’
T = 146.89’
R = 200,000.00’
SE = NC
REMOVE EXISTING GUIDERAIL
BEGIN WW FENCE
RETAIN EXISTING C/A FENCE
PROP. WOVEN WIRE FENCE
TIE TO EXIST. C/A FENCE
WING WALL
CULVERT
TIE FENCE TO
WING WALL
CULVERT
TIE FENCE TO
-Y5-
PROP. SBG
150’;;
;;
104.15’ LT
-Y5-+00.00 150.00’ LT
-Y5-+77.66
150.00’ LT
-Y5-+00.00
CHORD
150’47
F
F
FF
F
F
F
F
SYSTEM
RETAIN RETAIN 6601
66EX2
Adj. DI RETAIN RETAIN
RETAIN DI
RETAIN DI
SEE DETAIL K
LATERAL V DITCH
GRADE TO DRAIN
6602
66EX4 RETAINAdj. DI
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
FS
2@8’X8’ RCBC
RETAIN & EXTEND 15" RCP-
I
I
I
6603
2GIB-WSF
6604
W/7 SY GEOFAB
2 TON CL B RIPRAP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh66.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 201166
MATCHLINE -Y5- STA. 49+00.00 SEE SHEET 67I-5986A
FOR -Y5RT- PROFILE SEE SHTS. 153 AND 154
FOR -Y5LT- PROFILE SEE SHTS. 153 AND 154
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
24" RCPSSWATER
STANDING
WATER
STANDING
15" CMPCB
CB
CB
DI
48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBWR/W MON R&C
D5187
124.42
WOODS
WOODS
WOODS
WOODS
CABLE
36" C&G
36" C&G
36" C&G36" C&G
11’ BST
4’ BST
4’ BST
10’ BST 10’ BST
4’ BST
4’ BST
10’ BST
VARIABLE WIDTHBM #11
EXISTING R/W
EXISTING R/W
1015
99.20
1016
99.99
1029
99.81
1030
99.30
DICABLE CABLE
MTL
EIP
CONC
CB
48" WW & 1 SBW
R/W MON R&C
36" C&G36" C&G
I-295 WBL/GOLDSBORO RD 38’ BST
I-295 EBL/GOLDSBORO RD 38’ BST
BY4-18624" RCP24" RCPBY4-204
15" CMPR/W MON R&C
11’ BST
11’ BST
4’ BST
4’ BST
I-295 WBL/GOLDSBORO RD 24’ BST
I-295 EBL/GOLDSBORO RD 24’ BST
CABLE
NC DEPARTMENT OF TRANSPORTATION
PB 49 PG 4
PG 412DB 6092
N
4450’35" W
455.78’MICHAEL D CANADY
SUSAN CARTER CANADY
JOHN ADAMS CARTER
PEGGY M HILL
PB 49 PG 4
DB 9122 PG 856 N 4202’22" W2
893.71’
TIMOTHY LYNN GRIFFIN
ANITA WILLIAMS GRIFFIN
DB 9699 PG 393
PS4’8:1
36’.02.02.02.02PS24’4’PS4’PS10’36’PSPS24’4’10’8:1
REMOVE EXISTING FENCE
24’
PROPERTY LINE TO BE VERIFIEDPSVAR.PS9.67’PROP. SIGN
PROPOSED PAVED SHOULDER FLUSH SHT.2A-3
MILL EXISTING PAVED SHOULDER AND TIE
END MILLING OF EXISTING PAVED SHOULDER
STATION 55+76.98
TO TIE TO EXISTING CURB SHT. 2A-3
SEE DETAIL OF INCIDENTAL MILLING
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-Y5-
PROP. WOVEN WIRE FENCE
-Y5-
DS = 70 MPH
PI Sta 49+24.54
D
L = 293.78’
T = 146.89’
R = 200,000.00’
50+00
-Y5- PT Sta. 50+71.43
55+00 60+00
CAT-1
SE = NC
GREU TL-3
RETAIN EXISTING C/A FENCE
PROP. WOVEN WIRE FENCE
PROP. SBG
NC 295
RETAIN EXISTING SBG 160’125’45
;;
;
;
160.00’ LT
-Y5-+00.00
125.00’ LT
-Y5-+00.00
125.00’ LT
-Y5-+71.43CHORD
47
F
FF
F
F
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
6701
6702
RETAIN EX. 24" EQUILIZER PIPE24" RCP-III
COLLAR AND EXTEND
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
6703
FS
67EX2
Adj. DI
RETAINRETAIN EX. 24" EQUILIZER PIPE67EX3
67EX4
67EX5
RETAIN CB
RETAIN CB
RETAINRETAIN
6704 6705
6706
2 ELBOWS
15" CSP
W/5 SY GEOFAB
1 TON CL B RIPRAP
SYSTEM
REMOVE
2GIB-WSF 2GIB-WSF
6707
6708
67EX6RETAIN EX. 24" EQUILIZER PIPE24" RCP-III
AND EXTEND
COLLAR
FS
6709
67EX7
Adj. DI
6710
6711
2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
RETAIN15" RCP-IV
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh67.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 201167
MATCHLINE -Y5- STA. 63+00.00 SEE SHEET 68I-5986A
MATCHLINE -Y5- STA. 49+00.00 SEE SHEET 66FOR -Y5RT- PROFILE SEE SHTS. 154 AND 155
FOR -Y5LT- PROFILE SEE SHTS. 154 AND 155
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
FNC LINE???S15" RCP30" RCP24" RCP18" RCP30" HDPE12" RCPRIP RAP8" HDPEFOUNDEND NOTFESCONC WOODSWOODS17’ SOIL
72’ CHL3’X3’ CONC TOP=129.98’INV=123.48’INV=122.58’INV=135.29’9’ SOIL WOODSGRASSGRASSFIELDFIELDDITCHDITCHDITCHDITCHDITCHDITCH8" PVC8" PVCBATOP=130.52’INV B=124.27’INV A=124.33’TOP=129.66’INV=125.40’S
D5187
124.42
SPOSTSSSHW#1W/ CONCBFPCUL#2CUL#1CEI#1CUL#3CEI#2HW#2CUL#4-BY24- 260-BY24- 261-BY24- 262BM #560DITCHDITCHBSTCONCCONC36" C&G SR 1838 DUNN RD 27’ BSTSR 1838 DUNN RD 46’ BST24" C&G
24" C&G 15" CMP18" RCP15" CMPINV=128.11’
15" C
MP
DI
CONC18" RCP18" CMPINV=127.39’
CB
CB
CONCDI18" RCP18" CMP24" RCPINV=124.72’INV=127.18’INV=124.79’INV=123.96’INV=123
.84’
INV=124
.21’
24" CMP 24" CMPCB
DI
INV=124
.36’
CB
15" CMP15" RCP15" CMPINV=124
.07’
INV=126.28’15" CMPINV=144.14’
CB
CONC
DI18" RCPDI
CONC
CB
CB
18" RCP
INV=126.60’15" CMP18" RCP
CB
CB
CONC
DI
INV=124.86’15" RCPIN
V
=127.66’C
B
CONC
DI
CB CB
11362
140.40
*EL5224
11402
140.56
*EL5224
S
CONC
INV=126.76’18" RCP15" RCPINV (NE)=151.40’INV (SE)=151.66’INV (N)=154.17’TOP=157.51’18" RCPCONC
DI
TERMINUS UNKNOWN
(UNDER WATER)DI
CB 15" CMP15" CMPPROJECT: 6.449012T X-0002DD
PIPES PER PLAN SET
STRUCTURE UNDER WATER
48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
CABLE
MTL
MTL
MTL
MTL
MTL
MTL
CABLE
CABLE
MTL
MTL
MTL
MTL
MTL
48" WW & 1 SBW
48
" WW
& 1
SBW
WOODS
WOODS
S
S
MTLMTLMTL
MTL
MTL
WOODS
WOODS
48" WW & 1 SBW48" WW & 1 SBW
48" WW & 1 SBW48" WW & 1 SBW
48" WW & 1 SBW
48
" WW
& 1
SBW
CABLE
CABLE
CABLE
CABLE
CABLE
MTL
MTL
MTL
MTL
MTL
MTL
MTL
RIP RAP
RI
P RAP30" C&G
30" C&G3
0" C&G36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
30" C&G
36
" C&G
36" C&G
36" C&G
36" C&G
36" C&G
36" C&G
I-95 ON RAMP VAR BST
CONC ISL
ISLCONC
I-295 EBL/GOLDSBORO RD VAR BST
I-295 WBL/GOLDSBORO RD VAR BST
36" C&G
I-295 WBL/GOLDSBORO RD VAR BST
I-295 EBL/GOLDSBORO RD VAR BST
I-295 WBL/GOLDSBORO RD VAR BST
I-295 EBL/GOLDSBORO RD VAR BST
5.5’ BST
4.5’ BS
T8.5’ BS
TRIP RAP
RIP RAPR/W MONR/W MONS
1 SBW48" WW &RAPRIPVARIABLE WIDTHEXISTING R/WEXISTING R/W15" RCP
CONC
CONC
48" WW & 1 SBW
15" RCPDI
CONC
DECK
CONC
DECK
CONC DECK
CONC DECK
CONC DECK
CONC DECK
BY4-187
BY4-188
BY4-189
BY4-190
BY4-191H
H
HH
s
sPOLECAMERA BOXELECTRIC
FOFOFOFO14"14"ABANDABANDINNERDUCTINNERDUCTSTRUCTUREVALVEBLKEOIEOITHHHHT10 ", PVC, Fayetteville PWC10 ", PVC, Fayetteville PWC14 ", HDPE, Town of Eastover6 ", PVC, Town of WadeTime Warner CableCentury LinkCentury LinkCentury LinkCentury LinkSegra16 ", PVC, Town of Eastover6 ", PVC, Town of WadeTime Warner CableCentury LinkCentury LinkSegraEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEX
IST
ING
R
/W
EXISTING R/W
FOUNDEND NOT17’ SOIL
15’ SOIL
TIMOTHY LYNN GRIFFIN
ANITA WILLIAMS GRIFFIN
DB 9699 PG 393
MICHAEL D CANADY
SUSAN CARTER CANADY
JOHN ADAMS CARTER
PEGGY M HILL
PB 49 PG 4
DB 9122 PG 856
MICHAEL D CANADY
SUSAN CARTER CANADY
JOHN ADAMS CARTER
PEGGY M HILL
PB 49 PG 4
DB 9122 PG 856
N

4
4
5
0
’3
5
" W
4
5
5
.7
8
’HETTIE O TAYLOR, HEIRS
DB 6292 PG 477
PG 876DB 8271
BOARD OF EDUCATION
THE CUMBERLAND COUNTY TYP.20.83’+66
.60
.01
.00
.02
.03
.04
.05.06
.
0
6
.0
5
.04
.03
.02
.01
.01.00
TYP.20.83’+
83.86
.02.02.02.02.02.02.03.0416’4’4’
PSPS
1’-6’’ C&G
36’
12’
8:1
.03
.02
TY P.28.75’
+15.31
.04.05.06.07.08
.08
+57.16TYP.
28.75’
.08.07.06.05.04.03.02.02.02.02.03.04.06.06.05.04.03.02.05+32.19TYP.
26.67’
PROP. SIGN
8:1
8:1
8:1
OVERLAY EXISTING PAVEMENT .02.04.03.02.01.00.01TYP.
56.25’+80.8916’
PS
4’12’12’450’ LANE SHIFT
8:1
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
36’
EXIST
EXIST
6’
48.291’
14.875’
60.00’
PROP. SIGN
TO TIE TO EXISTING CURB SHT. 2A-3
SEE DETAIL OF INCIDENTAL MILLING.
TO TIE TO EXISTING CURB SHT. 2A-3
SEE DETAIL OF INCIDENTAL MILLING.
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
TO FACE OF GUARDRAIL SHT. 2A-2 SEE DETAIL OF EXTENDING PAVED SHLD.
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
36’.02PS4’16’12’PS11.67’TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
12’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
B-77
B-77
B-77
B-77
B-77
-Y5RPB- POT Sta. 10+00.00
-Y5RPB- TS Sta. 13+15.19
-Y5RPB- SC Sta. 15+15.19
-Y5SPURA- POT Sta. 25+26.99
20+00
30+00
35+00
15+0020+00
-
Y5RP
B-
-Y5RPB
--Y5--Y5SPURA-GREU TL-3
-Y5FLY- SC Sta. 26+98.40
-Y5FLY- TS Sta. 25+38.40
-Y5FLY- SC Sta. 16+85.52
-Y5FLY- ST Sta. 19+08.92
-Y5FLY- CS Sta. 17+48.92
-Y5FLY-
B-77
B-77
B-77
-Y5RPB- CS Sta. 22+59.6960+00
55+00
45+0050+00
GREU TL-3
PIs Sta 16+32.21
F
Ls = 160.00’
LT = 106.69’
ST = 53.35’
PI Sta 17+17.23
D
L = 63.40’
T = 31.70’
R = 1,330.00’
PIs Sta 18+02.27
F
Ls = 160.00’
LT = 106.69’
ST = 53.35’
-Y5-
PIs Sta 26+45.07
F
Ls = 160.00’
LT = 106.68’
ST = 53.34’
-Y5RPB-
PI Sta 19+15.17
D
L = 744.50’
T = 399.97’
R = 822.00’
PIs Sta 14+48.63
F
Ls = 200.00’
LT = 133.44’
ST = 66.76’
-Y5SPURA--Y5RPA--Y5LPD-
F
-Y5FLY-
PIs Sta 41+66.39
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 43+73.26
D
L = 280.25’
T = 140.21’
R = 3,300.00’
-Y14-
-Y14- SC Sta. 42+33.05
-Y14- TS Sta. 40+33.05
30+0035+00-Y14-40+00PI Sta 23+14.19
D
L = 291.64’
T = 151.15’
R = 450.00’
GREU TL-3
CAT-1
GREU TL-3
ATTENUATOR
ATTENUATOR
GREU TL-3
B-77
SE = 0.08 SE = 0.06 SE = EXIST.
SE = EXIST.
SE = EXIST.
PROP. SBG
PROP. SBG
PROP. SBG
PROP. WOVEN WIRE FENCE
-Y14- POT Sta. 34+00.00
BEGIN OVERLAY
END OVERLAY
-Y14- POT Sta. 38+00.00
DS = 60 MPHDS = 60 MPH
DS = 55 MPH
DS = 60 MPH
CAT-1
PIs Sta 58+76.14
Ls = 230.00’
LT = 153.41’
ST = 76.73’
PI Sta 54+28.47
D
L = 769.35’
T = 398.42’
R = 1,200.00’
PIs Sta 49+53.46
Ls = 230.00’
F
LT = 153.41’
ST = 76.73’25+00-Y5- P0T Sta. 76+45.02=
-Y14- P0T Sta. 34+72.35
-Y5FLY- P0T Sta. 23+30.95=
PROP. SBG
PROP
. SBG
-Y5RPA- CS Sta. 57+99.40
-Y5RPA- SC Sta. 50+30.06
-Y5LPD- CS Sta. 45+42.16
-Y5RPA- TS Sta. 48+00.06
-Y5SPURA- PC Sta. 21+63.04
PI Sta 42+95.13
D
L = 505.07’
T = 258.05’
R = 1,000.00’
SE = 0.08
DS = 50 MPH
F
F
Ls = 200.00’
LT = 103.15’
ST = 97.42’
PIs Sta 46+39.58
PROP. WOVEN WIRE FENCE
-Y5FLY- TS Sta. 15+25.52
-Y5- POT Sta. 68+25.65
END WW FENCE DUNN RD.-Y5- POC Sta. 88+07.89
DS = 30 MPH (STOP CONDITION)
PIs Sta 80+74.64
F
Ls = 225.00’
LT = 150.00’
ST = 75.00’
PI Sta 95+38.31
D
L = 2,167.95’
T = 1,096.34’
R = 5,900.00’
SE = 0.04
DS = 70 MPHDS = 70 MPH
SE = 0.04
PI Sta 82+95.84
D
L = 292.33’
T = 146.21’
R = 5,000.00’
65+00
70+00
75+00
-Y5- TS Sta. 79+24.64
-Y5- SC Sta. 81+49.64
80+00
-Y5- PCC Sta. 84+41.97
85+00
90+00
-Y5SPURA- PT Sta. 24+54.68
SKEW ANGLE = 81 36’ 09"
-Y14- P0T Sta. 36+22.62
-Y5RPA- ST Sta. 60+29.40 =
90+00
SE = 0.06
DS = 60 MPH
PI Sta 40+20.15
D
L = 2,333.43’
T = 1,321.75’
R = 1,990.00’
-Y5RPA- POC Sta. 51+79.86 (12’ LT)
-Y5LPD- SC Sta. 47+42.16=
-Y5FLY- POC Sta. 24+47.97
OFFSET 12’ RT
RETAIN EXISTING C/A FENCE
RETAI
N EXI
S
TI
NG C/A
F
ENCEREMOVE EXISTING GUIDERAIL
PROP. SBG
PROP. SBG
(40’ LT)
-Y5- POT Sta. 77+77.62
RET
AIN E
XISTIN
G
C/
A FE
N
CE
RETA
IN
EX
IST
ING
C
/A
FENCE
RETAIN EXISTING SBG
RET
AI
N E
XISTI
N
G S
B
G
GREU TL-3
25+00
RETAIN EXISTING SBG
RETA
IN
EX
IST
ING
SBG
48
1
4
0’140’160’45
46
128.00’ RT
-Y5LPD- +42.16
140.00’ RT
-Y5RPA- +29.40
CHORD
CHORD
49.75’ RT
-Y14- +40.00
50.25’ LT
-Y14-+40.00
;
;
;
;
;
;
;
;
175.00’ LT
-Y5-+50.00
110.00’ RT
-Y5LPD-+42.16
140.00’ RT
-Y5RPA-+99.40
160.00’ LT
-Y5-+00.00
50.24’ LT
-Y14- +60.00
144.60’, 166.00’ LT
-Y5- +78.00
166.00’, 188.00’ LT
-Y5- +00.00
174.00’, 188.00’ LT
-Y5- +21.00
49.76’, 70.00’ LT
-Y14- +60.00
49.77’, 70.00’ LT
-Y14- +85.00
47
200.00’ LT
-Y5- +12.00
160.00’, 173.00’ LT
-Y5- +71.00
180.00’, 234.00’ LT
-Y5- +17.00
142.00’ RT
-Y5FLY- +66.77
173.00’, 234.00’ LT
-Y5- +86.00
END FENCE
END C/A
BEGIN FENCE
BEGIN C/A
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FFF
C
F
F
C
C
C
F
F
F
87+05.7187+00.0050+50.00F
F
F
SEE DETAIL AF
SP. LAT. BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
6801
W/7 SY GEOFAB
2 TON CL B RIPRAP
6802
6803
Adj. DI
JB w/MH RCP-III
15" RETAINFS
6804 6805
6806
2GIB-WSF2GIB-WSF
2 ELBOWS
15" CSP
W/7 SY GEOFAB
2 TON CL B RIPRAP
REMOVE CB’sREMOVE SEE DETAIL K
LATERAL V DITCH
6807
6808
2 ELBOWS15" CSP2GIB-WSF REMOVE CB
P
PW/ FLOWABLE FILLPLUG & FILL6809
6810
REMOVE DI
6811
Conv. DI TO JB w/MH
6812 RCP-III 15" 15" RCP-III RETAINREMOVE CB
2GIB-WSF
2GIB-WSS
P
P
REMOVEW/ FLOWABLE FILL
PLUG & FILL
W/7 SY GEOFAB
2 TON CL B RIPRAP
68EX1
68EX2
6813 6814
6815
REMOVE CB
REMOVEW/7 SY GEOFAB
2 TON CL B RIPRAP
SEE DETAIL K
LATERAL V DITCH
2 ELBOWS15" CSPAdj. DI
68EX3
68EX4
68EX5RETAINRETAIN
CB
RETAIN
DI
RETAIN REMOVE6818
6817
6816
W/10 SY GEOFAB
3 TON CL B RIPRAP
6819
Adj. DI
2 ELBO
WS18" CSP
18" RCP-III
COLLAR AND EXTEND
REMOVE CB
2GIB-WSF
RE
MO
VE
RETAINRETAINRETAINRETAINRETAINRETAINRETAINRETAIN
R
ETA
IN
6820
W/10 SY GEOFAB
3 TON CL B RIPRAP
6821
6822
2 ELBOWS18" CSPREMOVETB JB w/Slab Lid
RETAINAdj. DI
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL G
MEDIAN V DITCH
68EX7
68EX6
SEE DETAIL A
SP. LAT. V DITCH
6823
FS
6824
JB w/MH
Conv. DI TO
W/11 SY GEOFAB
3 TON CL B RIPRAP
6825
6826
4OTCB
P
P
W/ FLOWABLE FILL
PLUG & FILL
EX. 15" CMP
REMOVE 23’
RE
MO
VE
REMOVE CB
RCP-III
15" RETAINRET
AI
NRETAIN
RETAIN CB
RETAIN CB
W/5 SY GEOFAB
1 TON CL B RIPRAP
6828
2 ELBOWS1
5" CSP6827
2GIB-WSF
6829
6830
6831
6833
6832
68EX9
6834
W/11 SY GEOFAB
3 TON CL B RIPRAP
6835
2GIB-WSS
RCP-III
15"
Adj. MH
DI
DI
DI RETAI
NRETAINRETAIN
JB w/Slab Lid
24" RCP-III
EXIST DI
REMOVE
TRENCHLESS INSTALLATION 24" WELDED STEEL RETAINRETAIN DI
RETAIN SYSTEMWHERE CRUMBLING
REMOVE 19’ OF EXIST RCP
2GIB-WSF2GIB-WSF
RETAINSEE DETAIL A
SP. LAT. V DITCH
RETAIN EX 24" RCP24" RCP2GIB-WSS
SEE DETAIL P
LATERAL 4’ BASE DITCH
15" RCP-IV
RCP-IV
15"
15" RCP-IV
15" RCP-IV
15" RCP-IV
RCP-IV
15"
SEE DETAIL A
SP. LAT. V DITCH

8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh68.dgnaheflerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 2011MATCHLINE -Y5RPB- 22+00.00 SEE SHEET 19MATCHLINE -Y5- STA. 63+00.00 SEE SHEET 67I-5986A
PLANS
0
GRAPHIC SCALE
502550
S
E
E
S
HE
E
T 2
0
-Y5
F
L
Y-
S
T
A. 3
8
+
0
0.0
0MATCHLINE
68
SEE S
HEET 20
ST
A. 47+50.00MATC
HLINE -Y5RP
A- STA. 90+00.00 SEE SHEET 20MATCHLINE -Y5-FOR -Y5FLY- PROFILE SEE SHTS. 169 AND 170
FOR -Y5LPD- PROFILE SEE SHT. 168
FOR -Y5RPB- PROFILE SEE SHT. 164
FOR -Y5SPURA- PROFILE SEE SHT. 163
FOR -Y5RPA- PROFILE SEE SHT. 162
FOR -Y5RT- PROFILE SEE SHTS. 155 THRU 157
FOR -Y5LT- PROFILE SEE SHTS. 155 THRU 157
FOR -Y14- PROFILE SEE SHT. 152
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2

REVISIONS
CORRECTLY TO -Y5RPA- 57+99.40 140.00’ RT
LINE FROM -Y5RPA- 60+29.40, 140.00’ RT TO TIE
ROW REVISION - 06-05-2020 - PARCEL 46 ADDED PUE AND REVISED ROW
ROW REVISION - 06-05-2020 - PARCEL 45 ADDED PUE
ADDITION OF PUE
ROW REVISION - 06-05-2020 - ADDED PARCEL 47 AS A RESULT OF THE
S W/CONCWOODSFIELDABFOUNDNOTENDFOUNDNOTEND6" PVCD
6" PVC
C 8" PVCRIM=129.92’INV D=122.82’INV C=122.90’INV B=122.68’INV A=122.73’SBIRDHOUSESSSSSSW/ CONCBFPSR 1838 DUNN RD VAR BSTBSTSR 1838 DUNN RD 25’ BST24" C&G
24" C&G
24" RCP24" RCP
CB 24" RCP24" RCP
15" CMP15" RCP15" RCP
24" RCP15" RCPCB
CB
CB
CB24" RCPINV A=121.00’INV B=121.10’RIM=128.21’SSMH8" PVC
ABAB8" PVCINV A=121.49’INV B=121.57’RIM=127.73’SSMH15" RCP15" RCP8" PVC2 S BRK B
BST
72" CLF 3 SBW
GR
WOODS
CONC
BST
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MTL
MTL
MTL
MTLMTLMTL
SR 1863 PEMBROKE LN VAR BST VAR BST36" C&G36" C&G42" C&G
42" C&G
6’ BST
5.5’ BSTBST24" C&GCONCRIP RAPRIP RAP
EIPEIPEIPR/W MONR/W MONR/W MON
R/W MON
VARIABLE WIDTHRIP RAP
BM #10
EXISTING R/W
EXISTING R/W
BY3-181
BY3-182
BY3-183
THOT BOXT16"16"16"4"
4"4"ABANDABANDAB ANDAB ANDFOFOFO
FO
FOFO
FO10 ", PVC, Fayetteville PWC16 ", PVC, Town of EastoverCentury LinkCentury LinkSegraCentury LinkCentury LinkCentury LinkCentury Link100.00’EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
TO FLEA HILL RD (SR 1835)SSMHMOTT E PRICE
JOYCE YATES PRICE
CHARLES YATES
DB 406 PG 92
PG 876DB 8271
COUNTY OF CUMBERLAND
PB 116 PG 36
PG 669DB 7182
S 3702’26" W206.96’N 5257’34" W
193.22’
BOARD OF EDUCATION
THE CUMBERLAND COUNTY
JANE THOMPSON
LOUISE T FUTRELL
ANN H THOMPSON
CATHRINE E THOMPSON
DB 4159 PG 650
8:1
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
TO FACE OF GUARDRAIL SHT. 2A-2
SEE DETAIL OF EXTENDING PAVED SHLD.
MILL AND OVERLAY EXISTING PAVEMENT EXISTTO TIE TO EXISTING CURB SHT. 2A-2
SEE DETAIL OF INCIDENTAL MILLING.EXISTResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
PI Sta 14+83.44
D
L = 134.48’
T = 67.24’
R = 20,000.00’
-Y4- POT Sta. 10+00.0020+0025+00-Y14-DS = 45 MPH
GREU TL-3
-Y4- POT Sta. 10+28.01
BEGIN OVERLAY
BEGIN CONSTRUCTION
PEMBROKE LN.
SE = EXIST.
-Y4-
15+00
20+00
-Y4- PC Sta. 14+16.21 -Y4- PT Sta. 15+50.68
-Y4- PC Sta. 20+34.98NAD 83/ NA 2011PI Sta 27+97.58
D
L = 1,406.95’
T = 762.60’
R = 1,470.00’
SE = EXIST.
DS = 45 MPH
RETAIN EXISTING SBG
RETAIN EXISTING SBGGREU TL-2-Y4-
RETAIN
RETAIN
RETAI
NSYSTEMRETAINSYSTEMRETAINSYSTEMRETAINRETAINRETAINRETAINOUT
CLEAN
PIPE
OUT
CLEAN
PIPE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
69
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh69.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -Y4- 21+00.00 SEE SHEET 19ADT 2040
ADT 2018
TRAFFIC DIAGRAM
3,300
2,400
7,100
4,000
DUNN ROAD
DUNN ROAD
(SR 1933)
PEMBROKE LANE
4,600
1,800
800
200
5,400
2,000
I-5986A
ENGINEER
FOR -Y4- PROFILE SEE SHT. 150
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
15" CMP15" CMP15" CMPSSS18" HDPE
6’ VIN
YL
6’ VINYL6’ VINYL 8’ CHL0.5’ CONC. CURB
GAS PUMPSMTL CANWEI
GH SCALES1S BUS
15" RCPW
SOIL
SOIL
CONC
BST
BST BSTCONCCONC
CONCBSTBST
BST
WOODS
WOODS
s w
WOODSWOODSWOODS
CONC
CONCCONCDI
DI
DI
WOODS
1SBKD
A
B
SS
MH
RIM=133.78’C FOUND
NOTEND
TRAPSGREASE
CONC BS
T
GRASS
GRASS
GRASS
24" RCP
24" RCPGRASS
GRASS
24" RCP
CB
CBCB
D
KHTR
DOG KENNELCB INV=131.81’6’ VINYL6
’ CL &
4
SBWGRASS
C
O
NC
C
O
NC
GRASS CONCC
O
NC
CONC
C
O
N
C
CONCS
GATE
S W/BK
GATE
BFP
S
S
HDPE
18"FOUND
NOTEND 15" RCPBFP6" CONC CURBBROKEN CONC CURB
30" C
&
G
24" C&G
C&G24"
6" CONC CURB
CONC
24" C&G
6" CO N C CU RB
24" C&G
C&G24"C&
G24"
24" C&G
24" C&G24" C&GBST
CONC
CONC
BST
BST
CONC
BST
8" CONC CURB
CURB
6" CONCCURB
6" CONC
24" C&G
24" C&GCURB6" CONCBST
CONC I
SLCONC I
SLCONC I
SLCONC
CAN
MTL
BST
BST
BST
CONC
8" PVC
A
A
B
A B
8" PVC
18" RCP
15" RCP
18" RCP
18" RCP18" RCP24" RCP18" RCP18"
R
C
P
24" R
CP
24"
R
CP
24"
R
C
P
18" RCP
24" RCP15" RCP18" RCP24" RCP18" RCPCB
CB
CB1
8" RCPCB
CB
CB
DI18" CM
PCBCB36" RCP
24" RCP
DI
24" R
CP
42" RCPWOODSMTLMTLSOIL
2 S BLK B
2 S BLK B
1 S BK B
SOIL
SOIL
SOIL
SOIL
CONCSOIL48" WW
& 1SB
W48"
W
W & 1SB
WWOODS
WOODS
WOODS
BST
BST
BST
WALL 60" WOOD
C
O
NC
CONC
BST
SR 1863 PEMBROKE LN VAR BST36" C&G30" C&G
30" C&G
GOLDSBORO RD 28’ BST
CONC ISL
CONC ISL
CONC ISL
BST
BST
BSTSR 1863 PEMBROKE LN 35’ BST3.5’ BSTCBCBCBCB
CB
RW DEED
DB 5221 PG 95
RW DEED
DB 5600 PG 688
N
C
D
OT
RIG
HT
OF WA
Y
DB 6173 P
G 291
NCDOT RIGHT OF WAY
DB 9368 PG 365
ACCESS EASEMENT
DB 8880 PG 349 WELL EASE
MENT
PB 121 PG 155
EI
PEIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIPR/W MONR/W MONR/W MONR/W MON
W
CITY OF EASTOVER
CITY OF EASTOVER
CITY OF EASTOVER
60.00’EXISTING R/
W
EXISTING R/
WBM #12BM #13EXISTING R/WEXI
STI
NG R/WBY4-195
BY4-196
BY4-197TC
T
TTEST STATIONTELEPHONE FIBER OPTIC
V
ALVE
BLO
W
OFF
VALVEAI
R RELEASE8"8"
10"
10"
8"
10"
8"
8"
8"
8"
4"
4"4"4"FOFOFO
FO
F
O
FO FO
FO
T
8"
8"
8"
E
OI
T
Century LinkCentury Link, FODuke Energy ProgressCentury Link
10 ", PVC, Town of EastoverWWWSTR FULL OF WATER
BT
M CL INV=129.99’+/-STR FULL OF WATER
BT
M CL INV=130.97’+/-
STR FULL OF
WATER
BT
M CL INV=130.43’+/-
Cable
Time Warner
CUTOVER
LinkCentury
24" RCP
NCDOT RIGHT OF WAY
DB 9368 PG 365
T
T
S
T
S
SS
S
SS
S
S
S
INV IN: 128.15’
RIM: 133.67’
INV OUT: 129.57’
INV IN: 129.67’
RIM: 135.12’
INV OUT: 130.03’
INV IN: 130.13’
RIM: 138.93’GRAVEL DRIVEGRAVEL DRIVEMETAL PASTURE GATE15" RCP18" RCP24" RCP24" RCPBSTBSTB
ST
BST
BST
30" RCPINV OUT: 130.80’
INV IN: 130.85’
RIM: 137.65’INV OUT: 131.46’
INV IN: 131.56’
RIM: 138.38’
VEHICLE VACUU
MDUMPSTER CAGEBSTBSTBSTISLCONC
INV OUT: 132.34’
INV IN(BUILDING): 132.44’
INV IN: 132.44’
RIM: 137.74’
BOLTED SHUT
8" PVC
8" PVC8" PVC
8" PVC
8" PVC
8
"
P
VC8" PVC
WV
W
M
42" RCP24" HDPE30" RCP18" RCPHYDWM
WM
WM
WV
4" PVC Force
Main
Elv. 125.37
E 2074760.2070
N 499724.5360
TH 2-1
4" PVC Force
Main
Elv. 127.14
E 2074740.2120
N 499612.2720
TH 1-1
4"
4"4"
4"
8" HDPE
Water
Elv. 117.11
E 2074650.8710
N 499812.9050
TH 3-1
8" HDPE
Water
Elv. 113.97
E 2074589.4170
N 499570.9360
TH 4-1
MICHAEL W COLLIER
PB 30 PG 58
DB 5995 PG 299
ATKINSON 58 INC
PB 136 PG 46
DB 9678 PG 17
PB 30 PG 58
PB 136 PG 46
DB 9860 PG 557
DB 9766 PG 321
PB 136 PG 153
DB 9779 PG 125
PB 136 PG 153
DB 9779 PG 125
A.G.LEE OIL CO. INC
DB 9124 PG 508
CARCARMA.COM, INC.
DB 10029 PG 617
CARCARMA.COM, INC.
DB 10029 PG 614
MCH INVESTMENTS, LLC
PB 102 PG 191
DB 8932 PG 267
MCH INVESTMENTS, LLC
PB 102 PG 191
DB 8932 PG 267
MCH INVESTMENTS, LLC
DB 9107 PG 513
SHRI SHAKTI LLC
DB 5149 PG 88
WH CAPITAL LLC
PB 121 PG 155
DB 7797 PG 478
MINI BIJU
GEORGE BIJU
PB 121 PG 155
DB 9559 PG 796
PB
1
1
9 PG
1
6
1DB
9
3
6
5 PG
8
3
2
S 6353’48" E2029.54’
N 1238’46" E
157.38’
N
7
8
17’4
6" W4
2
3.6
3’
S 1048’43" W
372.66’S 6328’54" E51.07’N 6041’51" W402.63’N 6041’51" W264.72’S 6037’33" E295.18’
S 3113’18" W
732.18’
S 0504’38" W
350.49’
S 0409’32" E270.78’N 0413’16" W271.41’
S 8449’54" W121.93’
S 8452’33" W125.06’
S 8442’27" W126.75’N 0352’19" E
266.23’
S 1036’12" W
263.74’
S 1037’47" W
71.78’
S 1037’47" W
446.85’
N
7
9
2
5’0
4" W12
4.8
4’
S 0955’14" W
182.07’N 4504’48" W109.57’N 0606’27" W197.40’S 6209’14" E163.96’S 2709’13" E57.76’S 6244’40" E137.55’S 0332’34" E454.08’N 8627’26" E252.00’S 0020’17" E133.08’S 8120’03" E
30.97’
S 2656’56" W
230.20’
N 8110’13" W98.15’
S

5
5
12
’5
5
" W
4
3
.2
7
’S
55
2
6
’13
" W
6
2
.
8
2
’S 8626’23" E
247.22’
N 1351’35" E
61.37’
N 1402’26" E
93.56’
N 13
58’44" E
30.02’
N 13
58’44" E
40.20’
S 2750’18" W
8.47’
S 2652’17" W
55.49’S 6311’21" E198.05’
S 2652’17" W88.39’
C/O KIRBY GODSEY
MERCER UNIVERSITY
THE CORPORATION OF
N 0324’16" W315.02’
3.29’ R/W-EIP
PB 121 PG 155
DB 9559 PG 796
WILLIAM DAIL
DB 10431 PG 16
M
IN
I
B
IJU
G
EO
RG
E

B
IJU
P
B

1
2
1

PG

1
5
5
DB

9
5
0
5

PG

4
8
2
REALITY, LLC
MID-STATE PETROLEUM
C/O KIRBY GODSEY
MERCER UNIVERSITY
THE CORPORATION OF SANI
TARY DI
STRI
CTEASTOVER
EARTH PETROLEUM V, INC
EARTH PETROLEUM V, INC
11’11’.02.02.02.01.00.02.02.01.02.03.04.05TYP.24.00’+77.77.05
.04
.03
.02
.01
.00
.01
.02
.03
.04
.05
.06TYP.
2
5.
0
0
’
+87.86
.0
1
.0
3
.0
2
.0
2
TYP.26.00’
+
5
8.8
0
TYP.26.00’
+
10.8
0
.03.02TYP.26.00’+24.06.02.02.02.01.00.01.02.03.0 4
TYP.17.50’+51.63.02
.00.01.01.02.03.04TYP.17.50’+51.63.02
2
0’
15’
11’11’
1’-6’’ C
&G
1’-6’’ C
&
G
24’9’
+00.00 -Y5-
(RT. SIDE ONLY)22’ TO 15’ MEDIAN TRANSITION
+60.00 -Y5-
+00.00 -Y5-
36’
8:1
8:12’-6’’ C&G
2’-6’’ C&G40’
4
0’
.04
.04
MILL AND OVERLAY EXISTING PAVEMENT
24’8:18:111’11’12’12’48’
22’ T
O 9’ (LT. SIDE
O
NL
Y)ME
DIA
N T
R
A
NSITIO
N
48’
13.5’12’
.02.02
+84.52TYP.17.50’
.01.02.00.02.01.02.02.03
.04
.04.03.02.02.01.02.00.02.01
TYP.17.50’+55.12
.02.02
44’
46’
24’
30’
.02
+95.66TYP.
2
1.
0
0
’
R=75’
R=60’
R=40’
R=45’
R=40’
R=45’
R=40’
C&G
2’-6’’R=50’
R
=
4
5’
R=230’
R=65’
TYP.21.00’+07.71.06.05.04
.03
.02
.01
.00
.01
.02.02
.01
TYP.21.00’+12.99 T
YP.40.00’
+0 2 .3 6
(RT. SIDE ONLY)240’ MEDIAN TAPER +91.63 -Y5B-
.02
.01
.018
.012
.02 .00.018.02
.01.01
20’
20’
.01
.02.02
.00
.01
.00
.01
.01
.00
.02
.04
.03
TYP.56.25’+45.95
.03
.02
.04
TYP.56.25’+80.70
PS5’ 12’50’R=30’
R=50’
24’
2’-6’’ C&G
59’
+93.26
T YP.17.50’
75’ TAPER
24’
9"x18"CURB
18’
119.73’
118.50’
122.96’
122.96’
C&G
2’-6’’
18’
E
C Basin
E C B asin
E C B asin
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-956010+00-Y5--Y5C-
-Y4A- POT Sta. 10+00.00
-Y4- POC Sta. 49+10.95=
-Y4A- PC Sta. 10+86.52
-Y4A- PT Sta. 15+24.06 -Y5- POC Sta. 107+37.70=
15+00GREU TL-3 GREU TL-
3
PI Sta 13+06.66
D
L = 437.53’
T = 220.14’
R = 1,600.00’
-Y4A--Y4--Y5--Y5C-
-Y4A--
Y4-
SE = 0.03
-Y4A- P0T Sta. 16+75.97
DS = 40 MPH
-DR3- POT Sta. 10+00.00
-Y4- POC Sta. 46+54.66=
-DR3-
BEGIN GRADE
END OVERLAY
-Y4- POT Sta. 40+20.00
-Y4- PC Sta. 41+57.77 PEMBROKE LN.
PI Sta 107+80.80
D
L = 341.61’
T = 170.88’
R = 4,660.00’
SE = 0.04
DS = 60 MPH
PI Sta 111+45.24
D
L = 386.96’
T = 193.71’
R = 3,240.00’
-Y5A-
DS = 30 MPH
SE = NC
110+00
115+0040+0045+00
5
0
+
0
0
55+00
60+00
65+00
-Y5C --Y5A-15+0020+00
25+00
DS = 45 MPH
SE = 0.06
PI Sta 46+54.77
D
L = 946.09’
T = 497.00’
R = 1,250.00’
PI Sta 61+55.06
D
L = 1,033.05’
T = 838.40’
R = 500.00’
SE = 0.06
DS = 30 MPH
PI Sta 15+86.02
D
L = 224.76’
T = 137.33’
R = 155.00’
PI Sta 22+38.50
D
L = 244.37’
T = 155.90’
R = 155.00’
DS = 25 MPH
SE = 0.04
DS = 25 MPH
SE = 0.04
PI Sta 10+00.00
D
L = 471.24’
T = 0.00’
R = 75.00’
SE = NC
DS = 30 MPH DS = 15 MPH
SE = NC
PI Sta 10+80.07
D
L = 57.99’
T = 29.36’
R = 150.00’
-Y4- PT Sta. 51+03.86
-Y4- PC Sta. 53+16.66
-Y4- PT Sta. 63+49.71
-Y4- POT Sta. 66+10.45
-Y5C- PC Sta. 14+48.69
-Y5C- PT Sta. 16+73.45
-Y5C- PC Sta. 20+82.60
-Y5- PCC Sta. 106+09.92
-Y5C- POT Sta. 26+93.07
-DR3- PT Sta. 11+63.25
-DR3- PT Sta. 11+08.70
-DR3- PC Sta. 10+50.71
-Y5A- POT Sta. 115+49.24
-Y5B- POT Sta. 10+00.00
-Y5A- PT Sta. 113+38.49
-Y5C- POT Sta. 10+00.00
-Y5C- PT Sta. 23+26.97
105+00
PI Sta 95+38.31
D
L = 2,167.95’
T = 1,096.34’
R = 5,900.00’
SE = 0.04
DS = 70 MPH
SE = RC
DS = 60 MPH
PI Sta 12+68.73
D
L = 228.76’
T = 114.43’
R = 3,240.00’
-Y5B-
Y5A- PCC Sta. 109+51.53
-Y5- PCC Sta. 109+51.53=
BEGIN -Y5RAB- PC Sta. 10+00.00
END -Y5RAB- PT Sta. 14+71.24
-Y5RAB-
-Y5B- PC Sta. 11+54.30
-Y5B- PT Sta. 13+83.06
15+00
PROP. WOVEN WIRE FENCE
C
AT-1
WIRE FENCE
PROP. WOVEN
WIRE FENCE
PROP. WOVEN
-Y5B- POT Sta. 26+66.96
END CONSTRUCTIONRETAIN EXI
STI
NG SBGEND GRADE
-Y5C- Sta. 26+56.77
RETAIN EXIST. C/A FENCE
45’
45’45’
45’45’60’120’120’
60’
60’
27
44
44
30
31
33
42
43
41
40
34
35
36
45’
29
32
37 70.00’ LT-Y
5B
-+54.30155.67’ LT
-Y5- +00.00
46.00’ LT
-Y5A- +32.00
45.00’ RT
-Y5C- +85.00
38
49
CHORD
C
H
O
R
D
C
H
O
R
D
C
HOR
DCHORDCHORD70.00’ LT
-Y5B-+83.06
103.00’ LT
-Y4- +89.00
45.00’ RT
-Y5C- +26.97
90.00’ RT
-Y5A-+00.00
70.00’ RT
-Y5B-+54.30
60.00’ LT
-Y4- +80.00
60.00’ LT
80.00’ LT
-Y5- +00.00
CHORD
45.00’ RT
-Y5C- +76.33
120.00’ RT
-Y4- +70.00
120.00’ RT
100.00’ RT
-Y5RPD-+00.00
;
;
64.56’ RT
-Y4A- +70.00
84.00’ RT
-Y4A- +80.00
85.00’ RT
-Y5C- +33.03
45.00’, 85.00’ RT
-Y5C- +80.00
107.00’ RT
-Y5C- +84.00
45.00’, 85.00’ LT
-Y5C- +20.00
159.00’, 174.00’ RT
-Y4- +49.71
END WW FENCE
END C/A
-Y4- +49.71
BEGIN WW FENCE
BEGIN C/A
90.00’ LT
-Y5A- +38.49 45.00’ RT
-Y5C- +00.00
BEGIN WW FENCE
BEGIN C/A
45.00’ LT
-Y5C- +00.00
END WW FENCE
END C/A
51.46’ LT
-Y5A- +90.00
END WW FENCE
END C/A
65.28’ LT
-Y5- +50.84
85.00’ LT
-Y5C- +41.99
110.00’, 150.00’ RT
-Y4- +30.00
140.00’ RT
-Y4- +25.00
120.00’ RT
-Y4- +03.86
120.00’ RT
-Y4- +16.66
66.95’ RT
-Y4A- +86.00 95.00’ RT
-Y4A- +25.00
95.00’ RT
-Y4A- +00.00
107.00’
-Y4A- +50.00
60.00’ LT
-Y4- +00.00
60.00’ LT
-Y4- +16.66
70.00’ RT
-Y5B-+10.00
112.00’ LT
-Y5B-+58.00
105.00’ LT
-Y5B-+77.00
88.00’ LT
-Y5B-+71.00
96.00’ LT
-Y5B-+52.00
45.00’ LT
-Y5C-+48.69
45.00’ LT
-Y5C-+73.45
45.00’ RT
-Y5C-+73.45
45.00’ RT
-Y5C-+48.69
45.00’ LT
-Y5C-+34.00
55.00’ LT
-Y5C-+74.0053.00’ LT
-Y5C-+77.00
45.00’ LT
-Y5C-+26.97
45.00’ LT
-Y5C-+82.60
66.00’ LT
-Y5A-+40.00
70.00’ LT
-Y5A- +80.00
115.00’ RT
-Y5RPD-+73.43
190.00’ RT
-Y4- +80.00
153.00’ RT
-Y4- +16.00
103.79’ LT
-Y4A-+23.28
134.00’ RT
-Y5- +43.00
85.00’ RT
-Y4A- +50.00
160.00’ RT
-Y4A- +88.00
137.00’ RT
-Y4A- +65.00
69.65’ RT
-Y4A- +39.00
165.00’ RT
-Y5RPD-+27.63
89.00’, 104.00’ RT
-Y5B-+28.00
89.00, 104.00’ RT
-Y5B-+50.00
96.00’ LT
-Y5B-+39.02
70.00’ LT
-Y5B-+91.00
125.00’ RT
90.00’ RT
-Y5A- +57.00
125.00’ RT
90.00’ RT
-Y5A- +82.00
71.00’ RT
-Y5C- +41.00
85.00’ RT
-Y5C- +41.00
66.00’ LT
-Y5A- +45.47
154.02’, 180.00’ RT
-Y4- +55.00
196.00’ RT
-Y4- +20.00
72.22’ RT
-Y4- +50.00
45.00’ LT
-Y5C- +60.05
78.00’ RT
-Y5A- +80.00
& WW FENCE
END C/A
90.00’ RT
-Y5A- +67.00
& WW FENCE
BEGIN C/A
101.00’ RT
-Y5- +82.08
WW FENCE
BEG. C/A &
80.00’ LT
-Y5-+50.94
41.79’ LT
-Y5A- +90.00
BEGIN WW FENCE
BEGIN C/A
40.00’ LT
-Y5A- +50.00
62.88’, 80.00’ LT
-Y5A-+80.00
90.00’, 140.00’ RT
-Y4- +57.77
CHORD
122.00’ LT
-Y5A- +68.00
132.00’ LT
-Y5C-+76.11
118.00’, 128.00’ LT
-Y5C-+65.00
108.00’ LT
-Y5C-+36.00
87.00’ LT
-Y5C-+42.00
58.00’ LT
-Y5C-+62.46
74.00’ LT
-Y5C- +65.41
95.00’ LT
-Y5C- +65.00
155.00’ LT
-Y5- +51.50
120.00’ RT
-Y4-+60.00
70.00’ RT
-Y5B-+90.00
90.00’ RT
-Y5A- +60.00
60.00’ LT.
-Y4-+25.00
117.21’ RT
-Y5- +48.00
139.13’ RT
-Y5- +58.26
PDE
70.00’ RT
-Y5B-+83.06
END FENCE
END CA
70.00’ RT
-Y5B- +43.06
BEGIN FENCE
BEGIN C/A
ACCESS POINT
ACCESS POINT
ACCESSPOINTCFFF
C
C
F
F F
FFF
FF
F
F
F
C
F
F
F
F
F
F
F
F
F F FFFFFFCCCCCCFCFF
C
C
C
F
F
C
F
F
F
F
CFC
55+00.00
49+50.07
13+00.31
11+50.00
106+50.00
F
F
F
SEE DETAIL KLATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
RE
MOVE
7001
18"
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
(EQUILIZER PIPE)
36" RCP-IV
7002
RE
MO
VE
&
G
T
D
RE
MO
VE
P
P
W/ FLOWABLE FILLPLUG & FILL
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
REMOVE
RE
MOVE
RE
MOVE
7003
7005
7007
CB-E
7008
DI
7010
7012
7014
7015
7016
7017
7018
7019
7020
7021
INV=131.9’
INV=131.2’
7024
7036
7027
7028
7029
7004
15" RCP-IV CB-G
CB-F
7031
7032
70EX1
P
P
W/ FLOWABLE FILLPLUG & FILL
& PIPE
REMOVE CBs
R
E
MOVE
INV=127.6’
IN
V=127.2’W/50 S
Y
G
E
OF
A
B
26 T
O
NS
CL I RIP
R
AP
7034
Adj. CB
CB-F
CB-F
15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV CB-F
CB-F
DI
DI
DI
DI
HW
RCP-IV
15"
R
E
MO
V
E
R
E
MO
V
E
RE
MO
VE
7035
GRADE TO DRAINGRADE TO DRAI
NGRADE TO DRAI
N70EX3
REMOVE SYSTEMRETAIN
S
YSTE
MRET
AIN
SYSTEMRETAIN
SYSTEMRETAINSYSTEMRETAI
NRETAIN
2064
INV=127.9’
SEE DETAIL W
BASE DITCH
STANDARD 10’REMOVE18"
18"
2086
2028
70EX3
70EX4
70EX5RETAIN
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE
SYSTEM
REMOVE REM
OVE
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
W/14 SY GEOFAB
5 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP24" RCP-III7011
INV=135.2’
INV=129.0’
24" RCP-III
W/14 SY GEOFAB
5 TONS CL B RIPRAP
DI
DI
DI
DI
15" RCP-III
15" RCP-III W/7 S
Y
G
E
OF
A
B
2 T
O
NS
C
L
B
RIP
R
AP
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL A
SP. LAT. V DITCHRETAIN
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL O
SP. LAT. 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RCP-IV24" 4
8" RCP-I
VSEE DETAIL O
BASE DITCH
SP. LAT. 4’
DI
DI
7025
INV=134.3’
DI
7041
DI
7040
7039
DI
DI
DI
7038
DI
DI
7006
INV=132.4’
7044
DI
7037
7033
INV=127.6’
7047
DI
15" RCP-IV
15" RCP-IV
15" R C P-IV
RCP-IV 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
7009
DI
RCP-III 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
7022
INV=132.8’
W/7 SY GEOFAB
2 TONS CL B RIPRAP
RCP-IV 15"
15" RCP-IV RCP-
I
I
I 15"R C P -IV 15"24" RCP-III15" RCP-III
15" RCP-III
15" RCP-III
36"
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-III
15" RC P-IV
RCP-IV15"
W/25 SY GEOFAB
22 TONS CL I RIPRAP
7048
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILL
PLUG & FILL
P
P
SYSTEM
REMOVE
REMOVE
CB-F
15" RCP-IV
TO 102+02 LT
-Y5- STA 106+22
DITCH CLEANOUT

T
O 102+02
LT
106+22
-
Y5-
DIT
C
H
C
LE
A
N
O
U
T
RE
MOVE
SEE DETAIL H
(KEYED-IN)
W/ CL B RIPRAP
TOE PROTECTION
18"

8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh70.dgnaheflerREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 19MATCHLINE -Y4- STA. 39+00.0070
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
6,300
2,900
24,700
12,100
20,600
10,000
5,000
2,400
400
200
I-295
LANE
PEMBROKE
600
400
1,200
400
100
100
GOLDSBORO RD.
LANE
PEMBROKE
PAVEMENT REMOVAL
I-5986A
PLANS
0
GRAPHIC SCALE
502550
NAD 83/ NA 2011
SEE SHEET 20
-Y5- STA. 105+00.00
MATCHLINE
STA. 15+00.00 SEE SHEET 71
MATCHLINE -Y5B-
COORDINATION WITH THE DEVELOPER
DESIGN SUBJECT TO CHANGE PENDING
FOR -Y5RAB- PROFILE SEE SHT. 160
FOR -Y5C- PROFILE SEE SHT. 160
FOR -Y5B- PROFILE SEE SHT. 159
FOR -Y5A- PROFILE SEE SHT. 159
FOR -Y5RT- PROFILE SEE SHT. 158
FOR -Y5LT- PROFILE SEE SHT. 158
FOR -Y4A- PROFILE SEE SHT. 152
FOR -Y4- PROFILE SEE SHT. 151
FOR -DR3- PROFILE SEE SHT. 152
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH

-Y4- 41+57.77 140.00’ RT
ROW REVISION - 06-05-2020 - PARCEL 27 ADDED MISSING EASEMENT FLAG
INSTEAD OF -Y5-
ORIGINAL PUE TO REFERENCE -Y5C-
AND REVISED THE FLAGS FOR THE
ROW REVISION - 06-05-2020 - PARCEL 42 ADDED PUE TO THE ORIGINAL PUE
FOR FLAGS AT 109+80 62.88’ AND 80.00’ LT
REFERENCE FROM -Y5- TO -Y5A-
40.00’ LT, AND REVISED ALIGNMENT
ADDED ROW MONUMENT AT -Y5A- 113+50.00,
ROW REVISION - 06-05-2020 - PARCEL 43 ADDED PUE TO THE ORIGINAL PUE,
-Y5RPD- 19+73.43, 115.00’ RT
19+27.63, 165.00’ RT TO TIE CORRECTLY TO
ROW REVISION - 06-05-2020 - PARCEL 44 REVISED ROW FROM -Y5RPD-
CONCRETE TRUCK APRON
ROW REVISION - 06-15-2020 - PARCEL 36 ADDED PUE
ROW REVISION - 06-17-2020 - PARCEL 34 REVISED PUE
ROW REVISION - 06-17-2020 - PARCEL 35 REVISED PUE
ROW REVISION - 06-17-2020 - PARCEL 29 REMOVED ROW AND REVISED PUE
ROW REVISION - 08-11-2020 - PARCEL 37 REVISED CA
ROW REVISION - 08-11-2020 - PARCEL 38 REVISED CA
ROW REVISION - 08-11-2020 - PARCELS 32 AND 43 ADDED ACCESS POINT LABEL
CARPORTEIP
EIP
WOODS WOODS
WOODS
WO
O
DS
14’ GRS
EIP
1SFBKD15" RCP
15" RCP
9’ SOILBK STEPS
BK STEPS
WD DK
S
GOLDSBORO RD 28’ BST
ECM
BY4-198
T
T
Century Link
Century Link
Century Link, FO
10 ", PVC, Town of Eastover
TO JAMES DAIL RD (SR 1828)
CUTOVER
NCDOT RIGHT OF WAY
DB 9368 PG 365
DB 10431 PG 16
WILLIAM DAIL
CHRISTOPHER McMILLAN
DB 3804 PG 162
DENNIS DAIL
DB 2895 PG 474
DB 2130 PG 391
DENNIS DAIL
S
3
1
5
1’2
9"
E
5
17.8
8’
S 6444’46" W
125.17’
GARY DAIL, JR.
DB 10463 PG 592
N 8746’33" E
N
3
15
8’2
7" W17
6.2
4’N 0732’27" W366.47’S 0834’27" E532.47’50.00’9.03’ R/W-EIP3.29’ R/W-EIP0.2
5’
R/W-
EIP
C/O KIRBY GODSEY
MERCER UNIVERSITY
THE CORPORATION OF PS4’ PS4’ PS4’ PS5’ PS5’ 12’12’(RT. SIDE ONLY)240’ MEDIAN TAPER .02.02EXIST.50’ TAPER
TO EXIST
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-Y5B-
-Y5B-
-Y5B- TS Sta. 16+34.65
-Y5B- SC Sta. 18+34.65
-Y5B- CS Sta. 23+37.37
-Y5B- ST Sta. 25+37.37
20+00
25+00
SE = RC
DS = 60 MPH
PI Sta 20+86.05
L = 502.73’
T = 251.41’
R = 11,400.00’
PIs Sta 24+04.04
F
Ls = 200.00’
LT = 133.33’
ST = 66.67’
PIs Sta 17+67.98
F
Ls = 200.00’
LT = 133.33’
ST = 66.67’
D
PROP. WOVEN WIRE FENCE
-Y5B- POC Sta. 18+65.00
END CONSTRUCTION
-Y5B- POS Sta. 17+50.00
END OVERLAY
-Y5B- POS Sta. 17+00.00
END GRADE/BEGIN OVERLAY
44
38
39
CHORD
CHORD
76.00’ RT
-Y5B-+63.00
61.00’ LT
-Y5B-+40.00
59.00’ LT
-Y5B-+15.00
27.98’ LT
-Y5B-+20.00 28.12’ LT
-Y5B-+45.00
30.33’ RT
-Y5B-+55.00
85.00’ RT
-Y5B-+79.00
102.00’ RT
-Y5B-+81.00
88.00’ RT
-Y5B-+58.00
103.00’ RT
-Y5B-+60.00
80.00’ RT
-Y5B-+37.00
67.00’ RT
-Y5B-+35.00
70.00’ LT
-Y5B- +34.65 27.83’, 70.00’ LT
-Y5B-+50.00
END FENCE
END CA
29.69’, 70.00’ RT
-Y5B-+50.00
END FENCE
END CA
70.04’ RT
-Y5B- +84.65
BEGIN FENCE
BEGIN CA
70.00’ RT
-Y5B- +24.65
END FENCE
END CA
70.00’ RT
-Y5B- +34.65
POINT
ACCESS
C
C
F
F
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
REMOVE
30"
7101
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
71
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 1 PLAN SHEETS\I-5986A_Rdy_psh71.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -Y5B- PROFILE SEE SHT. 159
I-5986A
NAD 83/ NA 2011MATCHLINE -Y5B- STA. 15+00.00 SEE SHEET 70www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
15+00
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
CC
ROW REVISION - 06-05-2020 - PARCELS 38 AND 44 REVISED SPIRALS TO CHORDS FROM -Y5B- 16+34.65 TO 17+50.00 LT AND RT ROW REVISION - 08-11-2020 - PARCEL 38 REVISED CA ROW REVISION - 08-11-2020 - PARCEL 44 REVISED CA
BARRELS2 8’H x 8’W
VEHICLE VACUUM
130.58
4" PVC Force Main
Elv. 125.37
E 2074760.2070
N 499724.5360
TH 2-1
4" PVC Force Main
Elv. 127.14
E 2074740.2120
N 499612.2720
TH 1-1
8" HDPE Water
Elv. 117.11E 2074650.8710
N 499812.9050
TH 3-1
8" HDPE Water
Elv. 113.97
E 2074589.4170
N 499570.9360
TH 4-1.10U.E.B.
U.E.B.RidgeMelstone
SR1824-Links46223&43296
Access
Rd.MingoSwampMingoSw ampMingoSwampAirfield
Military
Bragg
Fort
Stevens
Pond
82Creek
Cr
eekCanalMcLeod
Ch..5270
71
.76210
.03.05.32.5424
87
217
.20
.49210
210
10+00
DESIGN DATAGRAPHIC SCALESTIP PROJECT:VICINITY MAP (NTS)
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.048 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.368 MILES
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
4
71
-LNB- POT STA. 12+00.00
-LSB- POT STA. 12+00.00
BEGIN TIP PROJECT I-5986A
-LNB- POT Sta. 129+28.86 (13’ RT)
-L- POT Sta. 79+78.98 =
-LSB- ST Sta. 130+34.61 (13’ LT)
-L- POT Sta. 80+40.84 =
SR 1832
MURPHY RD.
-Y-
I-95 BUS.
-Y1NB-
SR 1831
BAYWOOD RD.
-Y3-US 301
DUNN RD.
-Y14-
NC 295
AIRBORNE & SPECIAL OPERATIONS HIGHWAY
-Y5-
SR 1863
PEMBROKE LANE
-Y4-
I-95 BUS
-Y1SB-
US 13
GOLDSBORO RD.
-Y5-
SECTION 1
SECTION 2 SECTION 3
REESE CREEK
-Y5- Sta. 76+01 +/-
BEGIN BRIDGE
-Y5- Sta. 77+08 +/-
END BRIDGE
-Y5LPD- Sta. 24+16.04
BEGIN BRIDGE
-Y5LPD- Sta. 26+72.08
END BRIDGE
5 6 7 8
9
63
10 1164
6512 13 14 15 16 17 18 1969
70
20
21 22
23 24686766-Y3- Sta. 19+82.59
BEGIN BRIDGE
-Y3- Sta. 21+84.59
END BRIDGE
2. DESIGN EXCEPTION FOR HORIZONTAL CLEARANCE -L- STA. 201+50.00 TO 208+50.00
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTES
PROP. SIGN
SR 1861
POVERTY FLATS ROAD
OFFSITE DETOUR
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
HYDRAULICS
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.048 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.368 MILES

TO BUD HAWKINS ROAD (SR 1811) EXIT 70
-L- POT STA. 776+00.00
BEGIN TIP PROJECT I-5877
-L- POT STA. 776+03.71
END TIP PROJECT I-5986A 80SECTION 2 SECTION 3
NC 82
GODWIN-FALCON RD.
-Y9-
GORDON WILLIAMS RD
-SR5-
SR 1806
SHERRILL BAGGETT RD.
-Y10-BLACK RIVERSR 1804
RHODES POND ROAD
-Y11-
-Y9B- Sta. 13+74.82
BEGIN BRIDGE
-Y9B- Sta. 15+48.82
END BRIDGE
-Y10- Sta. 20+89 +/-
BEGIN BRIDGE
-Y10- Sta. 22+83 +/-
END BRIDGE
-Y11- Sta. 24+07.66
BEGIN BRIDGE
-Y11- Sta. 25+75.66
END BRIDGE
2. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
NOTES:
LEITHA LN.
-Y21-
46 47 7748
7
8
49 50 51
7952 53 54 55 568157
82
58 59 60 61 62
-L- Sta. 676+92.35
BEGIN BRIDGE -L- Sta. 678+94.43
END BRIDGE 12’x6’ RCBC(BURIED 1.0’)
10’x7’ RCBC
25 50 10050
25 50 10050
5 10 20 10
0
0
0
PROFILE (HORIZONTAL)

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
8/24/2020R:\Roadway\Proj\I-5986A_Rdy_tsh_Sec2.dgnlkitchingsCONTRACT:TIP PROJECT:ART
ME
NN ASO H
DEPTO F TRA SPORTTIONTATEOFNRTCARO
LI
NANCDOT CONTACT
PROJECT LENGTH

LETTING DATE:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
DESIGN
ROADWAY
ENGINEER
HYDRAULICS
Anthony A. Houser, P.E.
Michael T. Merritt, P.E.
PROJECT ENGINEER - DESIGN-BUILD UNIT
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
C204283I-5986AI-5986A
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.048 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.368 MILES
FUNC CLASS: INTERSTATE
* (TTST 13% + DUALS 5%)
Michael Penney, PE
AUGUST 20, 2019
2018 STANDARD SPECIFICATIONS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
See Sheet 1-C For LegendSee Sheet 1-A to 1-B For Proposed Design Criteria
CUMBERLAND COUNTY
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
TO NC 24 EXIT 52
NAD 83/ NA 2011
SECTION 1 SECTION 2
SR 1005
SMITHFIELD RD.
-Y6-
SR 1815
WADE-STEDMAN RD.
-Y7-
ELVA WALLACE RD.
-SR3-
JT MATTHEWS RD.
-Y20-
SR 1813
PERCY STRICKLAND RD.
-Y8-
SECTION 2 SECTION 3
-Y7C- Sta. 13+41.55
BEGIN BRIDGE
-Y7C- Sta. 15+19.55
END BRIDGE
BEGIN CULVERT
SECTION 2 SECTION 3
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
= 75 MPH
= 18% *
= 7%
= 55%
= 73,800
= 56,700
V
T
D
K
ADT 2040
ADT 2018
END BRIDGE
25
7
2
73
2626 27 28 29 30 31 7475
32
33 34 35 36 377638
76A
39 40 41 42 41 44 45
-Y8- Sta. 25+10.55
-Y8- Sta. 22+91.93
BEGIN BRIDGE
-Y6- Sta. 21+02.67
BEGIN BRIDGE
-Y6- Sta. 22+92.53
END BRIDGE
-L- Sta. 304+00.00
-L- Sta. 304+30.00
END CULVERT
-L- Sta. 354+95.00
BEGIN CULVERT
-L- Sta. 355+05.00
END CULVERT
-L- Sta. 422+44.10
END CULVERT
-L- Sta. 422+56.72
BEGIN CULVERT
-L- Sta. 540+41.88
BEGIN CULVERT
-L- Sta. 540+49.91
END CULVERT
GORDON WILLIAMS RD.
-SR5A-
GORDON WILLIAMS RD.
-SR5C-
WILLIAMS RD.
GORDON
-SR5B-
47532.2.2
47532.3.2 NHP-0095(057)PE, UTILITIES, CON
R/W
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTES:
VICINITY MAP (NTS)NAD 83/2011301
401
BUS
401
BYP
401
BUS
401
BYP
13
401
401
401
301
Bonnie Doone
C
SX
R
ail
roadA
b
erd
een
&
R
a
ilroad
Rock
fish
Branson
Cape Fear
Railways
FortBragg
Reservation
Military
LITTLE RIVER
Slocomb
CAPEFEARRIVER
Lake
Kornbow
Rose
Lake
Railroad
CS
X
Lake
Doone
Bonnie
Eastover
FAYETTEVILLE CAPEFEARRIVERRIVERCAPEFEARGodwin
Wade
Branson
Lake
Falcon
Linden
Spring Lake
401
I-5986A
BEGIN TIP PROJECT
I-5986A
END TIP PROJECT
HARNETT
CO
.CUMBERLAND
CO
.Creek
OFFSITE DETOUR
301
13
95
95
95
95
95
95
87
210
24
24
24
95
BUS
210
87
24
87
24 210
295
87
24
210
24
87
210
82
82
82
95
95
95
PROJECT LENGTH
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
NAD 83/ NA 2011
POINT
GRADE
POINT
GRADE
POINT
CROWN CROWN
POINT
34.5’’34.5’’34.5’’34.5’’
POINT
GRADE
POINT
GRADE
POINT
CROWN CROWN
POINT
34.5’’34.5’’
34.5’’
POINT
9.5’’9.5’’
GRADEMATCHLINE DMATCHLINE CMATCHLINE CResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2A-2
0.040.04
0.020.02 0.025 0.025
0.04
0.020.020.025 0.025
0.04
12’12’12’12’13’14’
17’ W/GR
13’12’12’12’12’14’
17’ W/GR
K
D2
J3
USE TYPICAL SECTION NO. 1
J3
TYPICAL SECTION NO. 1
T
J3
C8C8
W
E5
W
U
K
E5 E5
K
R4
18’
6’’6’’
6’10’
6
:1
Y YY Y
GROUND
ORIGINAL 3:16
:1
GROUND
ORIGINAL
T
30’
D2
E5
GRADE TO THIS LINE
GRADE TO THIS LINE
GRADE TO THIS LINE
U
48’48’
0.040.04
6:1
0.020.02 0.025
0.04
0.020.020.025 0.025
0.04
12’12’12’12’13’14’
17’ W/GR
12’12’14’
17’ W/GR
FDPS
K
D2
J3
USE TYPICAL SECTION NO. 2
J3
TYPICAL SECTION NO. 2
12’
J3
C8C8
W
E5
K
E5 E5
K
R4
18’
6’’6’’
6’10’4:13:1Y YY Y
GROUND
ORIGINAL
30’
D3
E5
GRADE TO THIS LINE
U
48’
0.025
D3 D3 D3
D3
I-5986A
NNN
N N N
PAVEMENT
4" TYPE I19.0C
EARTH
D3
E5
K
T
U
5.5" TYPE B25.0C
J3 10’’ ABC
EXISTING PAVEMENT
W WEDGING
Y MILLED RUMBLE STRIPS
3" TYPE I19.0CD2
R4
SUBGRADE
12" TYPE 1 AGGREGATE
N PAVEMENT STABILIZATION
GEOTEXTILE FOR 8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec2.dgnFkeysUSE TYPICAL SECTION NO. 3
TYPICAL SECTION NO. 3
12’8’
11’ W/GR
8’
T
W
C2
UE2
E2
THIS LINE
GRADE TO
THIS LINE
GRADE TO
D1
D1
0.02 0.02
4:1
12’
D1 2.5" TYPE I19.0C
C2 3" TYPE S9.5B
12’
11’ W/GR
GROUND
ORIGINAL
GROUND
ORIGINAL
FDPS
5’5’
FDPS
31’24’18’18’24’31’
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
FDPS
12’
FDPS
12’
FDPS
12’
13’12’12’FOR CUTSHINGE POINTHINGE POINTFOR CUTSLC
-L- I-95LC
-L- I-95LC
3:14
:16:1
6
:1
GROUND
ORIGINAL
GROUND
ORIGINAL
6
:1
3:13:1 TO 6:1VAR.3:1 TO 6:1VAR.
C8 3" TYPE S9.5D
-Y7A- & -Y7D- WADE STEADMAN ROAD
-LLT--LRT-
-LLT--LRT-FOR FILLSHINGE POINT FOR FILLSHINGE POINT 48’
0.08 0
.08
TYPE T CONCRETE BARRIER
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-Y7D- STA. 14+42.33 TO STA. 16+25.00
-Y7A- STA. 12+35.00 TO STA. 15+50.00
-L- STA. 349+00.00 TO STA. 361+00.00
-L- STA. 361+00.00 TO STA. 550+00.00
-L- STA. 280+00.00 TO STA. 349+00.00
MATCHLINE AMATCHLINE AE2 4" TYPE B25.0C
GRADE TO THIS LINE
T T
GRADE TO THIS LINE
R3
CONCRETE BARRIER
SINGLE FACED MATCHLINE A & EMATCHLINE A & ENOTES:
SEE PLANS FOR LOCATION OF AUXILARY LANES, TURN LANES, TAPERS, AND CONCRETE ISLANDS.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
GRADE
POINT
9.5’’
POINT
GRADE
17’ W/GR
6’’
POINT
GRADE
3:19"9"
3:1
6"6"
5’5’
6"
6"
21.5’’
21.5’’
14’ W/GR
10’
14’ W/GR
10’
18’
GRADE
POINT
3:1
GRADE
POINT
43.50’
9"
18’
GRADE
POINT
3:1
GRADE
POINT
9"
5’
6"
9"9"
18’
GRADE
POINT
3:1GRADE
POINT
18’
GRADE
POINT
3:1GRADE
POINT
9"
5’
6"
9"9"
6"6"
12’43.50’
57’57’28.75’
12’
28.75’
6"
6"6"
14’ W/GR
10’
14’ W/GR
10’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
USE TYPICAL SECTION NO. 4
TYPICAL SECTION NO. 4
12’8’
11’ W/GR
8’
11’ W/GR
T
C2
E2
E2THIS LINE
GRADE TOD1
D1
0.02 0.02
12’
4:1
12’6:118’6’
FDPS
10’4’
0
.08
30’12’12’14’
4:1
4’
FDPS
0.02 (3:1 MAX)VAR. SLOPE 6:1
C8
E2
T
T
K
VAR. SLOPE
4:16:1
USE TYPICAL SECTION NO. 5
0.04
TYPICAL SECTION NO. 5
D1
N
EARTHT
C2 3" TYPE S9.5B
K
SUBGRADE
12" TYPE 1 AGGREGATE
N PAVEMENT STABILIZATION
GEOTEXTILE FOR
USE TYPICAL SECTION NO. 7
R7
R1 1’-6" C&G
R8
R9 4" CONCRETE COVER
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec2.dgnFkeysROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2A-3I-5986A
PAVEMENT
-Y7RPA-, -Y7RPB-, -Y7RPC-, -Y7RPD-
-Y7RAB3- ROUNDABOUT
-Y7RAB2- ROUNDABOUT
-Y7RAB1- ROUNDABOUT
12’
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
THIS LINE
GRADE TO
TYPICAL SECTION NO. 7
USE REVERSE TYPICAL AND LANE ARROWHINGE POINTFOR FILLSHINGE POINTFOR CUTSLC
-Y7RAB3- ROUNDABOUT
-Y7RAB2- ROUNDABOUT
-Y7RAB1- ROUNDABOUT
LC
GROUND
ORIGINAL 3:1 TO 6:1VAR.
GROUND
ORIGINAL 3:1 TO 6:1VAR.
4’
4’12’
0.02
C8
E2
T
K
USE TYPICAL SECTION NO. 6
TYPICAL SECTION NO. 6
D1
N
-Y7RPA-, -Y7RPB-, -Y7RPC-, -Y7RPD-
THIS LINE
GRADE TO
USE REVERSE TYPICAL AND LANE ARROW
LC
T
J1
GROUND
ORIGINAL
R8R1R8
R1
GROUND
ORIGINAL J1
0.02 0.02
10’’
0.08 0
.08
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
0.02
0.02
R7
E2
0.02
T D3
R1
R1
R8
R9
CL
J1
C2
0.02
0.02
0.02
T D3
R1
R1
R8
R9
CL
J1
GRADE TO THIS LINE
0.02
0.02
E2
0.02
TD3
R1
R1
R8
J1
C2
0.02
0.02
R7
0.02
TD3
R1
R1
R8
R9
J1
GRADE TO THIS LINE
TT TT
R R
11’’11’’
R 9" X 18" CURB
WITH WIRE MESH
12" CONCRETE TRUCK APRON
12" CONCRETE TRUCK APRON
-Y7RPD- STA. 10+00.00 TO STA. 23+92.00
-Y7RPB- STA. 10+00.00 TO STA. 23+18.00
-Y7RPC- STA. 10+00.00 TO STA. 23+62.06
-Y7RPA- STA. 10+00.00 TO STA. 23+30.00
-Y7RPB- STA. 23+18.00 TO STA. 24+32.14
-Y7RPC- STA. 23+62.06 TO STA. 24+92.32
-Y7RPA- STA. 23+30.00 TO STA. 24+43.85
-Y7RAB3- STA. 10+00.00 TO STA. 13+58.14
-Y7RAB2- STA. 10+00.00 TO STA. 13+58.14
-Y7RAB1- STA. 10+00.00 TO STA. 13+58.14
*
*
*
-Y7RPD- STA. 10+00.00 TO STA. 14+70.53
-Y7RPC- STA. 10+00.00 TO STA. 14+54.98
-Y7RPB- STA. 10+00.00 TO STA. 14+95.59
-Y7RPA- STA. 10+00.00 TO STA. 14+60.92
IN THE FOLLOWING LOCATIONS:
NOTE: USE -L- PAVEMENT DESIGN
USE 4:1 OR FLATTER INSIDE INTERCHANGE AREA
PAVE TO THE FACE OF GUARDRAIL
-Y7D- STA. 10+71.70 TO STA. 14+42.33
-Y7C- STA. 15+19.55 (END BRIDGE) TO STA. 18+60.38
-Y7C- STA. 10+71.70 TO STA. 13+41.55 (BEGIN BRIDGE)
-Y7B- STA. 10+71.70 TO STA. 15+68.81
-Y7A- STA. 15+50.00 TO STA. 16+15.65
-Y7RPD- STA. 23+92.00 TO STA. 25+06.13
-Y7A-, -Y7B-, -Y7C-, & -Y7D- WADE STEADMAN ROAD
THIS LINE
GRADE TO
THIS LINE
GRADE TO
GROUND
ORIGINAL
GROUND
ORIGINAL
C8 3" TYPE S9.5D
4" TYPE I19.0CD3
D1
E2 4" TYPE B25.0C
J1 6" ABC
0.020.02 0.020.02
2.5" TYPE I19.0C
5’ FDPS
8’ W/GR
5’ FDPS
8’ W/GR
NOTES:
SEE PLANS FOR LOCATION OF AUXILARY LANES, TURN LANES, TAPERS, AND CONCRETE ISLANDS.
*4:1 MAXIMUM SLOPES WITHIN INTERCHANGES.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.C & F & IMATCHLINEC & F & IMATCHLINE
GRADE
POINT
7’’
GRADE
POINT
8’’
POINT
GRADE
7’’
POINT
GRADE
7’’7’’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
PAVEMENT
USE TYPICAL SECTION NO. 10
TYPICAL SECTION NO. 10
C2
E2
THIS LINE
GRADE TO
0.08 0.02 0.02
0
.08
4:1
E2
11’11’6’
9’ W/GR
6’
9’ W/GR
*8’
TYPICAL SECTION NO. 11
J2
0.02 0.02
2’2’5’5’
USE TYPICAL SECTION NO. 11
2A-4
THIS LINE
GRADE TO
USE TYPICAL SECTION NO. 9
LC
LC
TYPICAL SECTION NO. 9
0.02 0.02
11’11’
C2
T
E2
4:1
0.08
12’
0.08
T
-Y8- PERCY STRICKLAND ROAD
-Y6- SMITHFIELD ROAD
THIS LINE
GRADE TO
LC
8’8’
11’ W/GR 11’ W/GR
TYPICAL SECTION NO. 8
0.02 0.02
11’11’
C2
T
E2
4:1
12’
T
-Y8- PERCY STRICKLAND ROAD
-Y6- SMITHFIELD ROAD
THIS LINE
GRADE TO
LC
8’8’
11’ W/GR 11’ W/GR
C2
E2W
U
THIS LINE
GRADE TO
USE TYPICAL SECTION NO. 8
GROUND
ORIGINAL 3:1 TO 6:1VAR.
GROUND
ORIGINAL 3:1 TO 6:1VAR.
GROUND
ORIGINAL 3:1 TO 6:1VAR.
GROUND
ORIGINAL 3:1 TO 6:1VAR.
GROUND
ORIGINAL 3:1 TO 6:1VAR.
GROUND
ORIGINAL 3:1 TO 6:1VAR.
4:1GROUND
ORIGINAL 3:1 TO 6:1VAR.
GROUND
ORIGINAL 3:1 TO 6:1VAR.
4’
**6’**6’
12’
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
0.08 0.08
PAVE TO THE FACE OF GUARDRAIL
-Y8- STA. 33+75.21 TO STA. 36+00.00
-Y8- STA. 11+10.00 TO STA. 15+75.00
-Y6- STA. 30+56.54 TO STA. 31+50.00
-Y6- STA. 11+00.00 TO STA. 11+82.74
PAVE TO THE FACE OF GUARDRAIL
*-Y20- STA. 10+12.00 TO STA. 33+42.00
-SR3- STA. 10+71.70 TO STA. 36+00.00
-SR5A- & -SR5B- GORDON WILLIAMS DRIVE
-DR1- FARM ACCESS OFF SMITHFIELD ROAD
-Y20- JT MATTHEWS ROAD
-SR3- ELVA WALLACE ROAD
PAVE TO THE FACE OF GUARDRAIL
-Y8- STA. 25+10.55 (END BRIDGE) TO STA. 33+75.21
-Y8- STA. 15+75.00 TO STA. 22+91.93 (BEGIN BRIDGE)
-Y6- STA. 22+92.67 (END BRIDGE) TO STA. 30+56.54
-Y6- STA. 11+82.74 TO STA. 21+02.67 (BEGIN BRIDGE)
EARTH
E2
T
C2 3" TYPE S9.5B
4" TYPE B25.0C
J2 8" ABC
U EXISTING PAVEMENT
W WEDGING
NOTES:
SEE PLANS FOR LOCATION OF AUXILARY LANES, TURN LANES, TAPERS, AND CONCRETE ISLANDS.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.B & HMATCHLINE B & HMATCHLINE -SR5B- STA. 12+40.00 TO STA. 17+50.00
-SR5A- STA. 10+11.00 TO STA. 20+60.00
-DR4- STA. 10+00.00 TO STA. 19+60.00
-DR1- STA. 10+27.00 TO STA. 17+35.53
**
**
**
7’’
POINT
GRADE
POINT
GRADE
3"
6’’
6’’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
PAVEMENT
2A-5
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
TYPICAL SECTION NO. 12
C2
USE TYPICAL SECTION NO. 12
LC -SR5C- GORDON WILLIAMS DRIVE
-SR5C- STA. 11+43.00 TO STA. 16+00.00
EXIST EXIST
9.5’ TO 10’
VARIES
9.5’ TO 10’
VARIES
V2
TYPICAL SECTION NO. 13
C2
USE TYPICAL SECTION NO. 13
LC -SR5C- GORDON WILLIAMS DRIVE
-SR5C- STA. 10+14.25 TO STA. 11+43.00
EXIST EXIST
9.5’ TO 10’
VARIES
9.5’ TO 70’
VARIES
V2 C2
E2
T 3:1 TO 6:1VAR.
GROUND
ORIGINAL
2’
U
U
T
C2 3" TYPE S9.5B
E2 4" B25.0C
V2 3" MILLING
EARTH
U EXISTING PAVEMENT
TYPICAL SECTION NO. 14
-SR5C_DET- GORDON WILLIAMS DRIVE
USE TYPICAL SECTION NO. 14
0.02 0.02
E2 T
0.08 0.08
THIS LINE
GRADE TO
GROUND
ORIGINAL
T
CL
3:110’10’
0.08
T
10’
THIS LINE
GRADE TO
10’
TYPICAL SECTION NO. 15
-SR5C--SR5C_DET-
USE TYPICAL SECTION NO. 15
4
:1
U E2
U EXISTING PAVEMENT
2" TYPE S9.5CC10
C10 -SR5C_DET- STA. 12+58.03 TO STA. 14+67.87
CL
C10
CL
0.02MATCHLINE G-SR5C_DET- STA. 14+67.87 TO STA. 15+75.60
-SR5C_DET- STA. 12+15.34 TO STA. 12+58.03
6’ W/GR
4’
FDPS
2’
4:1
GROUND
ORIGINAL
2’
ENGINEER
TEMPORARY PAVEMENT
6’ W/GR
4’
FDPS
2’
4
:1
GROUND
ORIGINAL 3:1
-4 TO 22’
VARIES
6’
2’2’2’
NOTES:
SEE PLANS FOR LOCATION OF AUXILARY LANES, TURN LANES, TAPERS, AND CONCRETE ISLANDS.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
17’
14’
FDPS
3:19"3:114’ W/GR
10’MSE WALLPOINT
GRADE
POINT
GRADE
7’’
6"
7"
17’
14’
FDPS
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
0.04
MATCHLINE AEOTGUARDRAIL
6’’GROUND
ORIGINAL
GROUND
ORIGINAL
INSET A
VAR.
Y
C8 D3
E5 J3 K N
T
6
:1
SEE PLANS FOR LOCATIONS
SEE PLANS FOR LOCATIONS
MATCHLINE CEOTTE2
GRADE TO THIS LINE
R1
GROUND
ORIGINAL
R8
INSET CINSET B
SEE PLANS FOR LOCATIONS
3:1 0.02
8’
E2
C2R5
MATCHLINE BTHIS LINE
GRADE TO
GROUND
ORIGINAL EOTGRADE TO THIS LINE
-L- STA. 461+31.40 TO STA. 462+80.26 RT
-L- STA. 462+89.18 TO STA. 464+34.04 LT
-L- STA. 377+07.70 TO STA. 378+87.45 RT
-L- STA. 376+51.31 TO STA. 378+24.81 LT
-L- STA. 292+93.00 TO STA. 294+27.00 RT
-L- STA. 292+17.00 TO STA. 293+53.00 LT
USE WITH TYP. NO. 1
E2
6’’
6’’
0.04
J3
E5
K
C8
D3
N
FDPS
14’MATCHLINE DTHIS LINE
GRADE TO
Y
R3
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
PAVEMENT
2A-6
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
T
C2 3" TYPE S9.5B
E2 4" B25.0C
EARTH
Y MILLED RUMBLE STRIPS
C8 3" TYPE S9.5D
4" TYPE I19.0CD3
E5 5.5" TYPE B25.0C
J3 10’’ ABC
K
SUBGRADE
12" TYPE 1 AGGREGATE
N PAVEMENT STABILIZATION
GEOTEXTILE FOR
R1
R5
R8 12" TRUCK APRON
SHOULDER BERM GUTTER
1’-6" CURB AND GUTTER
U EXISTING PAVEMENT
TYPICAL SECTION NO. 16
USE TYPICAL SECTION NO. 16
0.02 0.02
E2 T
0.08 0.08
THIS LINE
GRADE TO
GROUND
ORIGINAL
T
CL
3:111’11’
4
:1
-Y7_DET- WADE STEDMAN ROAD
-Y7_DET- STA. 11+13.24 TO STA. 17+94.02
2" TYPE S9.5CC10
C2
T
11’
THIS LINE
GRADE TO
EXIST
CL
11’
CL
TYPICAL SECTION NO. 17
-EY7-
USE TYPICAL SECTION NO. 17
-Y7_DET- STA. 17+94.02 TO STA. 19+13.74
-Y7_DET- STA. 10+00.00 TO STA. 11+13.24
UE2
INSET G
0.08
GROUND
ORIGINAL MATCHLINE G4:1
T
THIS LINE
GRADE TO
EXIST
E2
C10
CL
-SR5C_DET-CL
-SR5C-
2’VARIES 0’ - 6’
VARIES 0’ - 6.5’
FDPS
2’
4:1
FDPS
2’
GROUND
ORIGINAL
3’
ENGINEER
TEMPORARY PAVEMENT
-Y7_DET-
8’ W/GR
6’
8’ W/GR
6’3:10.08
4:1GROUND
ORIGINAL
3’
8’ W/GR
6’
FDPS
2’
0’ TO 23’
VARIES
C2
FOR TEMPORARY PAVEMENT SEE TMP PLANS FOR LOCATION
0.04
MATCHLINE EEOT6’’GROUND
ORIGINAL
INSET E
Y C8
D3
E5 J3 K N
T
GRADE TO THIS LINE3:1SEE PLANS FOR LOCATIONS
INSET D
MSE WALL
GUTTER
SHOULDER BERM
GUTTER
BERM
SHOULDER
T
E2 D1
0.02
THIS LINE
GRADE TO
3:1
GROUND
ORIGINAL
R5 C2
MATCHLINE FINSET F
GUTTER
BERM
SHOULDEREOT8’
SEE PLANS FOR LOCATIONS
6’’
R2
R2 2’-6" CURB AND GUTTER
6’’
NOTES:
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
SEE PLANS FOR LOCATIONS
INSET H
0.02
8’
E2
C2
MATCHLINE HTHIS LINE
GRADE TOEOTT
0.08
11’
3:1
GROUND
ORIGINAL
SHOULDER
PAVED
SEE PLANS FOR LOCATIONS
INSET I
SHOULDER
PAVED
T
E2 D1
0.02
THIS LINE
GRADE TO
C2
MATCHLINE IEOT8’11’
0.08
3:1
GROUND
ORIGINAL
POINT
GRADE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
0.020 0.020
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
PAVEMENT
2A-7
0.02 0.02
11’11’
LC
8’8’
POINT
GRADE
LC
TYPICAL SECTION UNDER STRUCTURE
0.025 0.020
0.040 0.0400.040 0.025 0.040
0.0250.0200.0200.0200.025
POINT
GRADE
26’-0"
FDPS FDPS
SB NB
15’-6"15’-6"
76’-6"76’-6"
STD. 610.04
See Roadway
STD. 610.04
See Roadway
STRUCTURE TYPICAL SECTION
BRIDGE AT -Y6- STATION 21+97.67 OVER -L- STATION 293+22.24
BRIDGE AT -Y7C- STATION 14+30.55 OVER -L- STATION 377+68.88
LC
STRUCTURE TYPICAL SECTION
POINT
GRADE
0.020
8’-9"8’-9"
16’-0"9"9"
57’-6" CLEAR ROADWAY
0.020
5" MONOLITHIC CONCRETE ISLAND
POINT
GRADE
LC
TYPICAL SECTION UNDER STRUCTURE
0.025 0.020
0.040 0.0400.040 0.025 0.040
0.0250.0200.0200.0200.025
POINT
GRADE
FDPS FDPS
SB NB
15’-6"15’-6"
76’-6"76’-6"
STD. 610.04
See Roadway
STD. 610.04
See Roadway
12’12’12’12’12’12’12’12’
12’12’
12’12’12’12’12’12’12’12’
13’13’
13’13’
26’
14’14’
14’14’
8’8’
38’ CLEAR ROADWAY
-Y6- (SMITHFIELD ROAD)
-L- (I-95)
-Y7C- (WADE STEADMAN ROAD)
-L- (I-95)
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
2. SEE SHEET 174 FOR PROFILE VIEW.
1. SEE SHEET 26 FOR PLAN VIEW.
NOTES:
2. SEE SHEET 175 FOR PROFILE VIEW.
1. SEE SHEET 32 FOR PLAN VIEW.
NOTES:
2 BAR METAL RAIL 2 BAR METAL RAIL
POINT
GRADE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
PAVEMENT
2A-8
BRIDGE AT -Y8- STATION 24+01.24 OVER -L- STATION 462+84.22
0.02
11’11’
LC
8’8’
STRUCTURE TYPICAL SECTION
38’ CLEAR ROADWAY
POINT
GRADE
LC
TYPICAL SECTION UNDER STRUCTURE
0.025 0.020
0.040 0.0400.040 0.025 0.040
0.0250.0200.0200.0200.025
POINT
GRADE
FDPS FDPS
SB NB
15’-6"15’-6"
76’-6"76’-6"
STD. 610.04
See Roadway
STD. 610.04
See Roadway
12’12’12’12’12’12’12’12’
13’13’
26’
14’14’
-Y8- (PERCY STRICKLAND ROAD)
-L- (I-95)
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
2. SEE SHEET 180 FOR PROFILE VIEW.
1. SEE SHEET 38 FOR PLAN VIEW.
NOTES:
0.02
CONCRETE BARRIER RAIL CONCRETE BARRIER RAILCONCRETE BARRIER RAIL
12’12’8’12’12’PS5’PS5’18’PS5’12’12’18’CONCRETE APRON COVER
MONOLITHIC ISLAND
-Y7A-OFFSET LT / RTNUMBER
POINT
1
2
3
8
7
6
+09.76 3.24’LT
0.04’RT
3.00’
+13.28 1.00’
1.17’
3.18’
RT
RT
LT
LT
+13.34
-SR3-OFFSET LT / RT
9
16
10
15
11
12
+76.12 22.12’LT
21.30’LT
+73.24 1.00’
+73.24 3.00’
+07.20 0.92’
+32.20 2.64’
RT
LT
RT
LT
+74.57
-Y7B-OFFSET LT / RT
19
20
21
22
23 +01.55 2.00’RT
+76.67 16.99’
+75.15 16.23’
4.71’
+73.60 1.52’
LT
RT
RT
LT
1
2
7
6
5
3
9 16
12 13
19
20
21
22
18
23
INSET A
INSET B
NTS
INSET A
NTS
INSERT B
NTS
INSET C
8
4
R=103’
R=3’
R=1’
R=2’
R=101’
5
4
+12.17 16.66’RT
17.44’RT+10.66
+13.23
+66.95
+81.16
R=115’
15
R=1’R=3’
R=2’
R=103’
13
14
+74.86 0.01’LT
2.88’RT+78.44
10
11
14
R=100.75’
R=100.75’
R=3’
R=1’
+77.25 PS5’EXIST.+73.79
+65.32
+27.1014.75’+69.41
+37.2014.75’42.08’
+42.50+27.4662.31’
+91.55 21.60’
+25.94 17.00’
R=130’
+73.47
24.96’
+69.06
8.50’
+41.8542.51’
+13.59
20.60’
R=100’+39.9316.00’R
=150
INSET C
R=20’
+18.26
8.42’R=120’4.00’
+87.39
4.00’
+61.10
R=114’
4.00’
+35.77 R=100’
4.00’
+00.20
R=100’
19.87’
2.00’
+27.06
R=100’
7.56’
2.75’
+01.55
R=100’
R=75’
NUMBER
POINT
NUMBER
POINT
4’
R=57’R=75’R=42.75’4’5’ CONC. APRON COVER
5’ CONC. APRON COVER
+76
.08

15
.48’
COVER
APRON
5’ CONC.
15.72’+66.50
R=185’+38.4037.13’+02.0021.47’+1
6.
0
8
1
6.
0
0
’R=20’
+33.44
32.45’
+94.78
R=50’16.00’
+76.08 17.00’
+91
.55
23
.50
’R=20
’+71.18 14.75’+85.1020.71’R=20’53.12’16.00’+15.35+02.0021.40’R=20’+85.0021.25’R=20’+69.89 14.75’18 +27.06 2.00’LT
-Y7RAB1- ROUNDABOUT LAYOUT
22.50’
+75.68
66.88’
+65.30
R=85’
21.25’
+48.99
65.82’
+65.10
R=115’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]NAD 83/ NA 2011DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh2B_4.dgnaheflerDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A 2B-4
-Y7A-
-SR3-
-Y7B-+35.77www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -Y7RAB1- PRO SEE SHT. 176
FOR -SR3- PROFILE SEE SHT. 182
FOR -Y7B- PROFILE SEE SHT. 175
FOR -Y7A- PROFILE SEE SHT. 175
FOR -Y7RAB1- PLAN SEE SHT. 74
FOR -SR3_SEC2- PLAN SEE SHT. 74
FOR -Y7B_SEC2- PLAN SEE SHT. 74
FOR -Y7A SEC2- PLAN SEE SHT. 74
1
6
’PS4
’PS4
’
12’
PS8’
12’PS5’16’PS4’1
6
’
1
6
’18’18’18’
CONCRETE APRON COVER
MONOLITHIC ISLAND
CONCRETE APRON COVER
MONOLITHIC ISLAND
11
12
OFFSET LT / RT
+75.85 9.40’
RT
RT
+23.04 8.00’
+75.1210
9
-Y7C-
+72.39 5.96’
LT
LT
LT+76.60
19.86’
20.67’
NTS
INSET A
NTS
INSET B
3
4
5
6
OFFSET LT / RT
+66.91
16.23’
1.52’
+13.45
+63.26 4.71’
2.00’
2
1
-Y7B-
RT
RT
LT
RT
LT
LT
+38.96
+63.84
2.00’
16.99’
+65.36
R=3’R=1’
R=100.75’R=133’
R=88’+13.45 14.75’
19.87’
+66.72
7.56’
+71.10
4.00’
+27.96
R=9
0
’
+27.85 20.75’
18.50’
+18.24
8
INSET A
+37.91 44.95’R=150’57’R
75’R
R=3’
4.75’
+20.37
R=5’
8.44’
+44.32
R=100’
11.78’
+67.72
8.75’
+93.47
8.75’
+23.04
+51.97
2
4.65’R=100’
23.41’
+73.60
NUMBER
POINT
8
11
12
9 10
1
6
R=100.75’R=100.75’
2
5
R=3’
R=1’
3
4
4’
NUMBER
POINT
9.48’
+22.69
16’+67.36 18.00’
+72.85 48.05’R=50’
R=88’+38.94 14.75’
+58.09 16.65’+86.38 32.21’R=50’+23.04 20.75’ R=
88
’+
88
.07
28
’.89R=5
0’+6
6.
2
3
5
1.
2
4’
4.00’
+39.35
R=42.75’
+
52
.0
0
2
0
.65
’R=
2
0
’+66.52 14.75’
R=20’+52.00 21.25’
+66.42 14.75’
INSET B+32.76 4.00’R=
2
0’+
18.0
0
10.5
0’+5
0.
3
5
1
2.
0
0
’
+65.52 20.75’
+82.00 28.75’R=20’+4.55 4.00’+30.00 9.92’R=20’PS4’R=30’+50.11 30.00’+22.61 12.00’+43.75 12.00’R=20’+30.00 17.94’+68.23 20.75’
R=20’+82.00 26.63’
16’+30.24 4.73’R=90’
+05.66 20.91’
5’ CONC. APRON COVER
COVER
APRON
5’ CONC.
+
8
3.
5
6
2
3.
6
7’
1’-6" CURB AND GUTTER
COVER
APRON
5’ CONC.
COVER
APRON
5’ CONC.
-Y7RAB2- ROUNDABOUT LAYOUT
2.75’
+13.45
2.75’
+38.96
+23.90 18.50’R=81.5’+54.46 49.96’
R=105’+95.82 21.25’+74.30 64.1566.90’
+64.34
R=105’
27.25’
+40.27
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh2B_5.dgnaheflerDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A 2B-5
NAD 83/ NA 2011
-Y7B--Y7RPA-
-Y7RPB-
-Y7C-
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -Y7RAB2- PROFILE SEE SHT. 176
FOR -Y7C- PROFILE SEE SHT. 175
FOR -Y7B- PROFILE SEE SHT. 175
FOR -Y7RAB2- PLAN SEE SHT. 32
FOR -Y7C- PLAN SEE SHT. 32
FOR -Y7B- PLAN SEE SHT. 32
10+0015+0025+00
+
4
4
.
0
1
R
=
5
0
’+00.59
+09.04
R=88’+53.49R=50’+02.01R=50’+61.4312.00’3 6.88’
8.42’
20.60’
+19.37
+89.93R=110’+0
6.
2
4
NTS
INSET A
3
4
5
6
OFFSET LT / RT
+73.47 0.00’LT
+75.04 16.76’LT
+71.47
LT
+20.30 3.19’LT
+71.56 1.00’
3.00’
LT
RT
+76.55
2
1
4
5
7
6
3
8
7
8 +77.05
+06.19 1.17’
3.35’
RT
RT
R=50’
+
06
.13
+88.46
+26.25
25.51’
16.00’R=88’
2
1
-Y7D-
R=2’
R=1’
R=3’
9
10
11
12
OFFSET LT / RT
+59.69
+56.96 19.86’
5.96’
+09.04
13
14
+56.23 9.40’
8.00’
-Y7C-
13
14
9
10
11
12
RT
RT
LT
RT
LT
LT
+38.62
+55.48
8.00’
20.67’NTS
INSET B
R=1’
R=3’
R=100.75’
INSET A
20.75’
20.75’
INSET B
CONCRETE APRON COVER
MONOLITHIC ISLAND+92.00+63.00
R=20’
28.09’
+63.00 R=20’27.25’+62.06R=20’9.88’+89.00R=20’21.80’+88.97
R=20’
28.75’
+64.37
11.78’
+58.48
23.41’
17.52’
+73.76 +0
6.
1
7
R=
5
0
’1
2.
0
0
’R=2
0’17.94’+
9
2.0
0
4.
0
0
’
9.9
5’R=2
0
’
R=3’42.31’+77.26 20.75’
2
8
.
8
9
’34.24’
R=5’4.00’+76.8632.88’+82.0017.67’+69.09
+69.81 16.00’
10
.32
’+75.2416.00’R=88+99.9616.00’+78.94 20.75’19.94’+57.02+68.6615.74’R=90.75’+91.2312.00’16’
NUMBER
POINT
NUMBER
POINT
R=75’+31.4326.70’R=75’COVER
APRON
5’ CONC.
COVER
APRON
5’ CONC.
+94.46
4.74’
+96.81
9.47’
+90.21
4.00’
+92.79
8.44’
R=235’
COVER
APRON
5’ CONC.
COVER
APRON
5’ CONC.
R=103’
R=101’
-Y7RAB3- ROUNDABOUT LAYOUT
4.00’
+26.25
57’R
75’R
R=42.75’18’18’
8.75’
+38.62
8.75’
+09.04
+45.64 47.89’+29.37 22.50’R=128.5’+45.78 18.50’+02.23 49.06’R=81.5’+69.38
69.15’
R=120’
+85.75
27.25’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh2B_6.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A 2B-6
NAD 83/ NA 2011
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-Y7RPD-
-Y7D-
-Y7
RP
C-
-Y7C-
FOR -Y7RAB3- PROFILE SEE SHT. 176
FOR -Y7D- PROFILE SEE SHT. 176
FOR -Y7C- PROFILE SEE SHT. 175
FOR -Y7RAB3- PLAN SEE SHT. 32
FOR -Y7D- PLAN SEE SHT. 32
FOR -Y7C- PLAN SEE SHT. 32
2 5 +0 0
10+00
PI Sta 24+57.51
25+00
vvvvvvv1SFD15" RCP15" RCP
15" RCP7’ CHLBST
BST BST
SSS
S
MTL14’ GR1SFD
48" VINYL PICKET
CANOPY
MTL CANOPYMTLS S
WOODS
WOODS
1SBK BUS
CONC
72" CONC SWS
S
65’ BST
53’ BST
60’ BST 18" C&G18" C&G18" C&G18" C&G
BST
18" RCP10" PVC
10" PVC
DIFES
15" HDPE
10" PVC
18" HDPEVENT (TYP)BY1-231
BY1-232 65’ CONC
EXISTING R/W
EXISTING R/W
EXISTING R/W60.00’60.00’EIP
EIP
EIP
60.00’EXISTING R/W60" CONC60" CONCT
HH
TT
8"
8"8"8"
6"
6"
6"
6"
FO
FO
FO
FO
FO
FOFO
2" ABAND
2" ABAND
2" ABAND15" CMP15" CMPSR 1815 WADE STEADMAN RD 22’ BST
BM #520 60.00’S 3015’43" E140.25’S 0310’47" W255.81’S 1944’49" W100.50’N 0347’29" E444.46’N 2651’38" E0.51’R/W-EPS 2651’38" W694.06’0.46’1.35’R/W-EIPR/W-EIP SHIVA REAL ESTATE LLCDB 9015 PG 281DUKE ENERGY PROGRESS INC
DB 7616 PG 736
PB 117 PG 33
BARNES JR, LUTHER CURTIS
DB 7616 PG 736
PB 117 PG 33
BARNES JR, LUTHER CURTIS
DB 7071 PG 797
PB 117 PG 33
SHIVA REAL ESTATE LLC
DB 9015 PG 281
DB 8365 PG 296
SHIVRAJ KUMAR
BANSAL,
DUKE ENERGY PROGRESS INC
DB 7616 PG 736
PB 117 PG 33
KUMARBANSAL, SHIVRAJPG 296DB 8365.00.00.01.02.02.01.01.0011’11’PS2’PS2’(TY
P
.)2
0
’+35.98(TYP.)20’
55’40’+90.75R=75’
R=75’+55.17+80.13+64.45
R=10’
+02.21
R=10’
+00.50
R=25’
+05.89
R=10’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DS = 80 MPH DS = 50 MPH
DS = 45 MPH
PROPOSED GRADE
EXISTING GROUNDEXISTING GROUND
PI = 11+90.00
EL = 150.86’
VC = 120’
PI = 13+50.00
EL = 151.74’
VC = 100’
PI = 14+90.00
EL = 151.20’
K = 85
K = 480 K = 107
DS = 45 MPH
PI = 16+80.00
EL = 152.25’
VC = 120’
(+)0.3000%(+)0.5525%(+) 0.2857%
(+) 0.4857%(-) 0.3390%
(-) 0.1537%
(+)0.5525%(-)0.3852%
(-)0.3852%(+)0.5512%
(+)0.5512%(-)1.3920%
K = 62
VC = 80’
(+) 0.2956%
BEGIN SP. CUT DITCH LT.
-Y7_DET- STA. 10+00.00
EL=147.98’
ELEV. = 150.63’
-Y7_DET- STA. 11+13.24
BEGIN GRADE
BEGIN SP. CUT DITCH LT.
-Y7_DET- STA. 11+76.71
EL=148.50’
EL = 150.50’
-Y7_DET- STA. 14+15.00
END SP. CUT DITCH RT.
END SP. CUT DITCH LT.
-Y7_DET- STA. 12+79.66
EL=149.00’
EL = 150.10’
-Y7_DET- STA. 12+79.66
BEGIN SP. CUT DITCH RT.
END SP. CUT DITCH LT.
-Y7_DET- STA. 10+77.00
EL=148.20’
EL = 149.78’
-Y7_DET- STA. 14+85.86
BEGIN SP. CUT DITCH RT.
BEGIN SP. CUT DITCH LT.
-Y7_DET- STA. 15+50.00
EL=149.00’
EL = 149.50’
-Y7_DET- STA. 16+68.00
END SP. CUT DITCH RT.
END SP. CUT DITCH LT.
-Y7_DET- STA. 17+86.00
EL=148.20’
ELEV. = 150.66’
-Y7_DET- STA. 17+94.02
END GRADE
75
72 73126
74
PI Sta 11+01.37
D
L = 200.85’
T = 101.37’
R = 600.00’
PI Sta 14+53.50
D
L = 487.39’
T = 252.65’
R = 750.00’
PI Sta 18+02.33
D
L = 225.50’
T = 114.10’
R = 600.00’
10+00
15+00
DS = 40 MPH
SE = 0.04
DS = 40 MPH
SE = 0.04
DS = 40 MPH
SE = 0.04
-Y7_DET- PRC Sta. 12+00.85
-Y7_DET- PRC Sta. 16+88.24
-Y7_DET-
-Y7_DET-
-Y7_DET- PT Sta. 19+13.74
END CONSTRUCTION
-Y7_DET- PC Sta. 10+00.00
BEGIN CONSTRUCTION
TIE TO PROPOSED -SR3-
-SR3- POC Sta. 11+51.50
C
C
F
C
C
C
F
C
C
C
F
F
C
C
C
F
FF
C 15" RCP-
V 15" RCP-V 7 SY GEOTEXTILE
2 TONS CL B RIP RAP
X101
X102
X103
X100
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
15"
SYSTEMRETAIN15" RCP-IV
JB w/Slab Lid
RETAIN
REMOVE 10’
REMOVE
RETAIN
X108
SEE DETAIL B
SPECIAL CUT DITCH
Flatter4:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
-Y7_DET- STA. 14+86 TO STA. 16+68 RT
-Y7DET- STA. 12+80 TO STA. 14+15 RT
-Y7_DET- STA. 15+50 TO STA. 17+86 LT
-Y7_DET- STA. 11+77 TO STA. 12+80 LT
-Y7_DET- STA. 10+00 TO STA. 10+77 LT
DETAIL B
Min. D=2.0 Ft.
Ground
Natural Slope
Ditch
Front
REMOVAL OF DETOUR
WATER. PLUG & FILL UPON
ROUNDABOUT TO AVOID TRAPPING
WHEN BUILDING UP Y7
UTILIZE TEMP. 15" PIPE
X110
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
190
180
170
160
150
140
130
120
110
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8/17/998/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh2B_7.dgnaheflerNAD 83/ NA 2011-Y7_DET-2B-7
190
180
170
160
150
110
120
130
140
RIGHT DITCH
LEFT DITCH
AVOID CONFLICTS WITH TEMPORARY DRAINAGE.
RELOCATED PRIOR TO DETOUR CONSTRUCTION TO
NOTE: FORCE MAIN SEWER LINE NEEDS TO BE
FOR R/W ADN EASEMENT STATIONS AND OFFSET SEE SHT.74
FOR REVIEW.
BEEN SUBMITTED SEPARATELY TO NCDOT
A TEMPORARY ALIGNMENT SUBMITTAL HAS
vvvvvvvv9.5’ GR11.5’
GR7’ GR48" WW W/1SBW48" WW W/1SBW
14’ GR
MTLMTL
MTL MTL
MTL
48" WW W/1SBW
48" WW W/1SBW48" WW W/1SBW
WOODS
WOODSWOODS
WOODS
WOODS
POND
MTL MTL
15" RCP
POST
MTL
POST
MTL
12" RCP
15" RCP 12" RCP
9’ GR
9’ GRI-95 SBL 37’ BST
I-95 NBL 37’ BST
18’ BST18’ BST
GR
10’ BST
10’ BST
3’ BST
3’ BST
SR 1860 GORDON WILLIAMS RD 19.5’ BST18" RCP24" RCPDI
FES18" RCPTOP=144.48’
DI
FES
66" RCP66" RCPCONC HW
CONC HW
CONC HW
BL-211
BL-212
MTL BILLBOARDEXISTING R/WEIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
CONC PAVED DITCHCONC PAVED DITCH
HH
T
S
METER
ELECTRIC
S
BOX
ELECTRIC
SR 1860 GORDON WILLIAMS RD 19.5’ BST
CONC HW
S 5449’50" E261.05’S 2338’14" E764.89’S 3251’23" E598.18’R/W-EIP0.26’S 3245’43" W
551.54’
DB 5891 PG 529
MARGARET LOUETTA
GREENWOOD,
BELL, MARIE W
DB 5676 PG 127
BELL, MARIE W
DB 9523 PG 760
PB 134 PG 144
BELL, MARIE W
DB 9523 PG 760
PB 134 PG 144 DB 9264 PG 491
WIFE DIXIE BURGETTE
BURGETTE, LARRY &
DB 9264 PG 491
WIFE DIXIE BURGETTE
BURGETTE, LARRY &.01.008.01.02.013
.0
1.02
(TYP.)
15’+86.83.01
(TYP.)15’
+39.83
8:1
10’10’
P
S
2’
P
S
6’
PROP. CONCRETE BARRIER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
PI = 13+75.21
EL = 143.11’
(-)0.2071%(+)0.9752%
VC = 180’
ELEV. = 144.01’
-SR5C_DET1- STA. 14+67.87
END GRADE
ELEV. = 143.35
-SR5C_DET1- STA. 12+58.03
BEGIN GRADE
DS = 64 MPH
K = 152
(+) 0.7582%
EL=140.38’
-SR5C_DET- STA. 16+32.00
END LAT. V DITCH RT.
EL=138.00’
-SR5C_DET- STA. 13+42.00
BEGIN LAT. V DITCH RT.
EL=139.00’
PI=STA. 14+50.00
(+) 0.9259%
535+00 540+00 545+00
10+00
10+00
15+00
PI Sta 10+95.32
L = 107.74’
T = 53.89’
R = 1,500.00’
PI Sta 13+77.61
L = 153.72’
T = 90.80’
R = 115.00’
T = 39.09’
R = 110.00’
PI Sta 10+95.32
D
L = 107.74’
T = 53.89’
R = 1,500.00’
PI Sta 12+39.57
D
L = 98.13’
T = 50.89’
R = 150.00’
PI Sta 13+77.61
D
L = 153.72’
T = 90.80’
R = 115.00’
PI Sta 14+79.61
D
L = 75.11’
T = 39.09’
R = 110.00’
-SR5C-DET- Sta. 10+00.00
BEGIN CONSTRUCTION
-SR5C_DET- Sta. 17+28.69
END CONSTRUCTION
-SR5C_DET- PRC Sta. 12+86.81
-SR5C_DET- PRC Sta. 14+40.53
CCC
-SR5C_DET- PT Sta. 15+15.64
-SR5C_DET- PC Sta. 10+41.43
-SR5C_DET- PC Sta. 11+88.68
-SR5C_DET- PT Sta. 11+49.17
-SR5C_DET-
10+00
15+00-SR5C-
MIA-3
MIA-3
TL-2
GREU
TL-2
GREU
DS = 20 MPH DS = 20 MPH DS = 20 MPH
-TED C5RS-
F
F
C
CF
F
F
F
F
F F
121
122
122
116
122A
;
;;
;;
;
165.00’
+00.00
210.00’
+20.00
235.00’
+30.00
7 SY GEOTEXTILE
2 TON CL B RIP RAP
X104
SEE DETAIL A
SP. LATERAL V DITCH
SEE DETAIL T
STANDARD V DITCH
48"REMOVE
15"
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
Fill Slope3:1 or Flatter
Type of Liner= CL B Rip-Rap
DETAIL H
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
d= 5.0 Ft.
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
Flatter3:1 or
D
-SR5C_DET- 15+00 TO STA. 16+32 RT
Min. D=1.5 Ft.
DETAIL A
Ground
Natural
Flatter4:1 or
Slope
Fill
X106
X10760"X105
RETAINRETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
-SR5C_DET- 12+64 TO STA. 13+08 RT
-SR5C_DET- 10+40 TO STA. 12+30 LT
P
PFILL
W/ FLOWABLE
PLUG & FILL
GRADE TO DRAIN
SR5C DETOUR
REVERSE DIRECTION DURING
FLOW THROUGH PIPE WILL
15"
R
C
P-IV
SEE DETAIL T
STANDARD V DITCH
SEE DETAIL A
SP. LATERAL V DITCH
DETAIL T
3:13:1
D
( Not to Scale)
STANDARD ’V’ DITCH
BEG. ELEV=138.00, END ELEV=135.61, S=2.69%
-SR5C_DET- 13+42 RT, D=1.5’
BEG. ELEV=140.43, END ELEV=140.41, S=0.02%
-SR5C_DET- 13+10 TO STA. 14+00 LT D=1’
Min. D=SEE BELOW
Ground
Natural
Ground
Natural
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
190
180
170
160
150
140
130
120
110
100
190
180
170
160
150
140
130
120
110
100
-SR5C_DET-
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8/17/998/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh2B_8.dgnaheflerNAD 83/ NA 20112B-8
RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH 10’
RIGHT DITCH
SEE SHT.74
FOR R/W ADN EASEMENT STATIONS AND OFFSET
FOR REVIEW.
BEEN SUBMITTED SEPERATLEY TO NCDOT
A TEMPORARY ALIGNMENT SUBMITTAL HAS
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGN
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8/24/2020R:\Hydraulics\CADD\PSH\Redlines\I-5986A_HYD_Ditch Detail_Sec2.dgnaheflerI-5986A
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0’

DETAIL
Traffic Flow
Outside Ditch 1.0’ Max0.5’ Min.S=Ditch Slope C Proposed Ditch
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2’DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
20’L (See Chart Below)

DETAIL
C Proposed Ditch
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
DETAIL
Traffic Flow
Outside Ditch 1.0’ Max.0.5’ Min.etc.
GI

C Proposed Ditch
2D-3
VAR.STAKESLOPE5.0’
D2:1LIMITSCLEARING( Not to Scale)
BERM DITCH
5.0’
10.0’ V.C.
DETAIL E
?
10.0’
Min. D=1.0 Ft.
LETTER BEFORE YOU ADD A NEW ONE!!MAKE SURE YOU ARE USING A NEW DETAILTURN ON OTHER DITCH DETAIL SECTIONS AND
( Not to Scale)
LATERAL BASE DITCH
3:1D
B
b
d
3:1 1"/Ft.
-L- STA. 517+50 TO STA. 521+00 LT
DETAIL R
b= 5.0 Ft.
B= 4.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0’
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
6:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter6:1 or
-L- STA. 437+00 TO STA. 438+00 RT
DETAIL Z
B= 6 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Ditch
Front3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-Y20- STA. 24+45.78 TO STA. 32+51.25 RT, B=4’, D=3.5’
DETAIL V
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Ditch
Front
d 3:1B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-Y20- STA. 32+51.25 TO STA. 33+42 RT
-L- STA. 513+00 TO STA. 517+50 LT
DETAIL N
B= 4.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Ditch
Slope
Front
Geotextile
( Not to Scale)Flatter
4:
1
or Flatter4:1 or
-Y7RPD- STA. 10+84.95 TO STA. 11+84.98 LT
-Y7RPA- STA. 10+40.05 TO STA. 11+40.19 RT
-Y20- STA. 21+93.18 TO STA. 22+44.57 LT
-L- STA. 390+50 TO STA. 392+50 LT
Point
Shoulder
Point
Shoulder
MEDIAN V DITCH
DETAIL G
( Not to Scale)
5:15:1D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL NOT USED IN SECTION 2
DETAIL L
b=5.0 Ft.
B=6.0 Ft.
Min. D=2.0 Ft.
Ground
Natural
Slope
Fill
DETAIL NOT USED IN SECTION 2
LATERAL ’V’ DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
DETAIL NOT USED IN SECTION 2
b=5.0 Ft.
Min. D=2.5 Ft.
DETAIL X
Ground
Natural
Slope
Fill 3:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
DETAIL NOT USED IN SECTION 2
DETAIL Y
Max. d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
GeotextileFlatter3:1 or D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
DETAIL NOT USED IN SECTION 2
DETAIL O
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Fill
LATERAL ’V’ DITCH
( Not to Scale)
3:
1 3:1
D
b
d
1"/Ft.
-Y7C- STA. 11+00 TO STA. 12+53 LT
-Y7RPD- STA. 24+00 TO STA. 24+42 RT
Slope
Fill
Type of Liner= CL B Rip-Rap b=5.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
DETAIL M
Ground
Natural
Geotextile
( Not to Scale)
Flatter3:1 or
Flatter3:1 or D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y7RPD- STA. 24+30 TO STA. 25+06 LT, B=4’
-Y7RPB- STA. 20+00 TO STA. 21+00 RT, B=4’
-Y7D- STA. 11+03 TO STA. 11+50 LT, B=4’
-Y7C- STA. 12+53 TO STA. 13+84 LT, B=4’
-Y7B- STA. 11+00 TO STA. 15+50 LT, B=4’
-SR3- STA. 11+00 TO STA. 24+50 RT, B=4’
-L- STA. 372+50 TO STA. 376+50 RT, B=4’
-L- STA. 360+50 TO STA. 361+00 LT, B=4’
-L- STA. 340+50 TO STA. 355+00 RT, B=2’
DETAIL J
b= 5.0 Ft.
B= SEE BELOW
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
Fill Slope3:1 or Flatter
Type of Liner= CL B Rip-Rap
DETAIL H
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
d= 5.0 Ft.3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-Y7RPC- STA. 10+05.01 TO STA. 16+73.59 RT
-Y7RPB- STA. 10+18.97 TO STA. 18+29.27 LT
-Y7D- STA. 14+80 TO STA. 16+25 LT
-L- STA. 493+00 TO STA. 496+50 LT
-L- STA. 435+00 TO STA. 440+50 LT
-L- STA. 438+00 TO STA. 460+00 RT
-L- STA. 465+00 TO STA. 470+50 LT
-L- STA. 453+50 TO STA. 461+50 LT
-L- STA. 371+50 TO STA. 372+50 RT
-L- STA. 370+50 TO STA. 372+00 LT
-L- STA. 364+00 TO STA. 364+50 RT
-L- STA. 361+00 TO STA. 362+00 LT
-L- STA. 336+00 TO STA. 339+00 LT
-L- STA. 307+50 TO STA. 308+50 RT
-L- STA. 296+50 TO STA. 300+50 RT
-L- STA. 307+00 TO STA. 316+50 LT
-L- STA. 282+50 TO STA. 288+50 LT
DETAIL F
B= 4.0 Ft.
Min. D= 1.75 Ft.
Ground
Natural
Slope
Ditch
Front
( Not to Scale)
10’
4:1 4
:1
Distance Varies Depending Upon Specified Elevation
D
DETAIL Q
10’ WIDE BERM
lowest control point
from Top of Berm to
D=Varies; Distance
or Proposed Ditch
in Natural Ground
Lowest Point
-SR3- STA. 24+50 RT, TOP ELEV.=150.0’
-SR3- STA. 20+50 RT, TOP ELEV.=151.0’
-L- STA. 500+00 RT, TOP ELEV.=172.3’
-L- STA. 500+00 LT, TOP ELEV.=173.0’Flatter3:1 or D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-Y8- STA. 33+50 TO STA. 36+00 LT
-SR3- STA. 32+78.79 TO STA. 34+17 LT
-L- STA. 539+70 TO STA. 540+58 LT
-L- STA. 510+00 TO STA. 513+00 LT
-L- STA. 440+50 TO STA. 448+50 LT
-L- STA. 425+58 TO STA. 435+00 LT
-L- STA. 541+75 TO STA. 550+50 LT
-L- STA. 529+50 TO STA. 538+77 LT
-L- STA. 504+50 TO STA. 508+50 LT
-L- STA. 496+50 TO STA. 499+65 LT
-L- STA. 422+20 TO STA. 427+50 RT
-L- STA. 339+00 TO STA. 341+00 LT
-L- STA. 306+75 TO STA. 307+00 LT
DETAIL C
B= 4.0 Ft.
Min. D= 2.5 Ft.
Ground
Natural
Slope
Fill
LATERAL ’V’ DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
-Y8- STA. 26+19 TO STA. 29+50 RT
-Y7RPD- STA. 22+00 TO STA. 24+00 RT
-Y7RPC- STA. 20+50 TO STA. 23+90 LT
-Y7RPC- STA. 17+13.38 TO STA. 19+00 LT
-Y7RPB- STA. 21+00 TO STA. 23+74 RT
-Y7D- STA. 11+00 TO STA. 14+50 RT
-Y7C- STA. 16+50 TO STA. 19+00 LT
-Y6- STA. 28+50 TO STA. 29+50 LT
-Y6- STA. 23+00 TO STA. 28+50 RT
-Y6- STA. 13+50 TO STA. 15+50 LT
-Y20- STA. 22+44.57 TO STA. 22+95.34 RT
-Y20- STA. 19+00 TO STA. 21+93.18 LT
-SR3- STA. 24+50 TO STA. 28+00 LT
-L- STA. 403+00 TO STA. 406+50 LT
-L- STA. 402+50 TO STA. 403+00 RT
-L- STA. 353+00 TO STA. 355+00 LT
-L- STA. 345+00 TO STA. 351+00 LT
-L- STA. 324+00 TO STA. 333+00 RT
-L- STA. 320+00 TO STA. 322+00 RT
-L- STA. 280+00 TO STA. 289+00 RT
b=5.0 Ft.
Min. D=1.5 Ft.
DETAIL K
Ground
Natural
Slope
Fill
OR FLATTER3:1d
D
( Not to Scale)
B
CHANNEL CHANGE
Ground
Natural
Ground
Natural
Exist. ChannelGEOTEXTILE
Type of Liner= VARIES
b=5.0 Ft.
B= SEE BELOW
Max. d= SEE BELOW
Min. D=SEE BELOW
DETAIL S
Ground
Natural
DETAIL NOT USED IN SECTION 2
BFlatter3:1 or D
( Not to Scale)
STANDARD BASE DITCH
DETAIL W
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Ground
Natural
Flatter3:1 or
BEG. ELEV=140.22 END ELEV=139.80, S=0.3%, M=4.0
-L- STA. 405+64 LT, B=4’, D=3.0’
BEG. ELEV=141.11 END ELEV=141.06, S=0.1%, M=4.0
-Y20- STA. 32+51 LT, B=4’, D=4.0’
BEG EL=168.57’, END EL=168.33’, S=0.30%, L=78’
-SR5B- STA. 15+70 RT, B=4’, D=3’, M=3.0
-L- STA. 499+00 TO STA. 499+70 RT, B=4’, D=3’
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y20- STA. 22+95.34 TO STA. 24+46 RT, B=4’, D=3’
-L- STA. 403+00 TO STA. 405+46 RT, B=4’, D=4.5’
-L- STA. 355+00 TO STA. 360+50 LT, B=4’, D=3’
-Y8- STA. 33+00 TO 33+50 LT, B=6’, D=1’
-SR3- STA. 18+50 TO 19+50 LT, B=6’, D=1’
DETAIL P
b= 5.0 Ft.
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Fill
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
BEG EL=136.50’, END EL=136.50’
-Y7RPB- STA. 15+38 LT, S=0.00%, L=25’,
BEG EL=135.23’, END EL=134.89’
-L- STA. 293+37 LT, S=0.30%, L=112’,
BEG EL=169.32’, END EL=167.93’
-SR5A- STA. 17+00 LT, S=2.14%, L=65’,
BEG EL=147.45’, END EL=147.00’
-SR3- STA. 23+79 LT, S=1.29%, L=35’,
BEG EL=169.73’, END EL=169.72’
-L- STA. 498+38 LT, S=0.02%, L=65’,
BEG EL=126.90’, END EL=126.85’
-L- STA. 307+38 RT, S=0.42%, L=12’,
DETAIL I
B= 4.0 Ft
Min. D= 2.0 Ft.
Ground
Natural
Ground
Natural
Flatter3:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
-Y8- STA. 34+50 TO STA. 36+00 RT
-Y8- STA. 11+00 TO STA. 16+00 RT
-Y8- STA. 11+00 TO STA. 12+00 LT
-SR5A- STA. 13+79.06 TO STA. 19+00 RT
-SR5A- STA. 13+79.06 TO STA. 19+00 LT
-SR5A- STA. 11+76.57 TO STA. 12+27.18 RT
-SR5A- STA. 11+76.57 TO STA. 12+27.18 LT
-L- STA. 518+00 TO STA. 522+50 RT
DETAIL U
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
Flatter4:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
-Y7RPD- STA. 11+84.98 TO STA. 17+96.54 LT
-Y7RPC- STA. 19+50 TO STA. 20+50 LT
-Y7RPA- STA. 11+40.19 TO STA. 15+43.19 RT
-Y7D- STA. 14+50 TO STA. 16+25 RT
-Y7A- STA. 12+00 TO STA. 14+50 RT
-Y7A- STA. 12+00 TO STA. 15+00 LT
-Y6- STA. 29+00 TO STA. 32+00 RT
-Y6- STA. 29+50 TO STA. 32+00 LT
-Y6- STA. 11+00 TO STA. 13+00 RT
-Y6- STA. 11+00 TO STA. 13+50 LT
-Y20- STA. 20+87.64 TO STA. 22+44.57 RT
-Y20- STA. 17+50 TO STA. 19+00 LT
-Y20- STA. 10+35 TO STA. 12+00 RT
-Y20- STA. 10+35 TO STA. 12+00 LT
-L- STA. 541+00 TO STA. 550+00 RT
-L- STA. 500+00 TO STA. 518+00 RT
-L- STA. 475+00 TO STA. 489+50 RT
-L- STA. 474+50 TO STA. 485+00 LT
-L- STA. 448+50 TO STA. 453+50 LT
-L- STA. 406+50 TO STA. 421+50 LT
-L- STA. 407+50 TO STA. 409+00 RT
-L- STA. 401+50 TO STA. 402+50 RT
-L- STA. 401+00 TO STA. 403+00 LT
-L- STA. 379+50 TO STA. 385+00 RT
-L- STA. 379+00 TO STA. 381+00 LT
-L- STA. 322+00 TO STA. 324+00 RT
-L- STA. 313+50 TO STA. 320+00 RT
-L- STA. 280+00 TO STA. 280+50 LT
DETAIL B
Min. D=2.0 Ft.
Ground
Natural Slope
Ditch
Front
-Y7RPC- STA. 17+50 TO STA. 24+10 RT
-SR3- STA. 34+16 TO STA. 35+78 LT
-L- STA. 435+00 TO STA. 437+00 RT
-L- STA. 522+75 TO STA. 525+40 LT
-L- STA. 508+50 TO STA. 509+52 LT
-L- STA. 423+10 TO STA. 425+20 LT
-L- STA. 300+78 TO STA. 303+84 LT
3:13:1
D
( Not to Scale)
STANDARD ’V’ DITCH
BEG. ELEV=150.00 END ELEV=146.50, S=3.5%
-Y9RPA- STA. 20+00, D=1’
Min. D=SEE BELOW
DETAIL T
Ground
Natural
Ground
Natural
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
Flatter3:1 or
D
-Y8- STA. 29+50 TO STA. 34+50 RT
-Y8- STA. 16+00 TO STA. 16+50 RT
-Y7A- STA. 15+00 TO STA. 16+00 LT
-Y6- STA. 28+00 TO STA. 28+50 LT
-SR5A- STA. 10+50 TO STA. 11+77 LT
-L- STA. 499+65 TO STA. 500+00 LT
-L- STA. 341+00 TO STA. 345+00 LT
-L- STA. 333+00 TO STA. 340+50 RT
Min. D=1.5 Ft.
DETAIL A
Ground
Natural
Flatter4:1 or
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y7D- STA. 11+50 TO STA. 14+13 LT
-Y7B- STA. 14+72 TO STA. 15+71.74 RT
-Y7RPB- STA. 18+29 TO STA. 24+32.14 LT
-L- STA. 500+00 TO STA. 504+50 LT
-L- STA. 470+50 TO STA. 474+50 LT
-L- STA. 405+46 TO STA. 407+50 RT
-L- STA. 372+00 TO STA. 375+50 LT
-L- STA. 370+00 TO STA. 370+50 LT
-L- STA. 357+79 TO STA. 364+00 RT
-L- STA. 300+50 TO STA. 302+30 RT
-L- STA. 327+50 TO STA. 336+00 LT
-L- STA. 316+50 TO STA. 327+50 LT
-L- STA. 296+50 TO STA. 301+00 LT
-L- STA. 280+50 TO STA. 282+50 LT
DETAIL D
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Slope
Fill
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGN
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8/24/2020R:\Hydraulics\CADD\PSH\Redlines\I-5986A_HYD_Ditch Detail_Sec2.dgnaheflerI-5986A
d 3:1B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 521+00 TO STA. 522+90 LT
-L- STA. 421+50 TO STA. 422+80 LT
Slope
Fill
DETAIL AF
B= 4 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile 2:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 296+00 TO STA. 296+50 LT
DETAIL AH
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
( Not to Scale)
LATERAL BASE DITCH
3:1D
B
b
d
3:1 1"/Ft.
DETAIL NOT USED IN SECTION 2
DETAIL AG
b= 5.0 Ft.
B= 12.0 Ft.
Max. d= 2.5 Ft.
Min. D= 2.5 Ft.
*When B is < 6.0’
Type of Liner= CL I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE 3:1D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
DETAIL NOT USED IN SECTION 2
DETAIL AD
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL NOT USED IN SECTION 2
DETAIL AE
b= 5 Ft.
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Fill3:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
DETAIL NOT USED IN SECTION 2
Slope
Ditch
Front
DETAIL AA
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
2D-4
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
DETAIL NOT USED IN SECTION 2
DETAIL AC
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Ditch
Front
Flatter3:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 489+50 TO STA. 499+60 RT
DETAIL AL
Min. D=2.5 Ft.
Ground
Natural Slope
Ditch
Front
-L- STA. 540+46
CULVERT INLET AND OUTLET DETAILS
-L- STA. 422+50.5
CULVERT INLET AND OUTLET DETAILS
-L- STA. 304+15
CULVERT INLET AND OUTLET DETAILS
-L- STA. 355+00
CULVERT INLET AND OUTLET DETAILS
( Not to Scale)
TOE PROTECTION
d
-L- STA. 522+00 TO STA. 540+00 RT, d=2.5
Fill Slope3:1 or Flatter
Fill Sl
ope3:1 or Flatter
DETAIL AM
d= SEE BELOW
Type of Liner= B Rip-Rap
Geotextile
B
3:14:1D
( Not to Scale)
STANDARD BASE DITCH
-SR5C (L STA)- STA. 541+19 TO STA. 543+50 RT
DETAIL AJ
B= 2 Ft.
Min. D= 1.5Ft.
Ground
Natural
Ground
Natural
( Not to Scale)Flatter
4:
1
or Flatter4:1 or
DETAIL NOT USED IN SECTION 2
B B= VARIES
DETAIL AB
MEDIAN BASE DITCH
Point
Shoulder
Point
Shoulder
1.0’
( Not to Scale)
ROCK FILL IN POND
DETAIL AN
Proposed
Existing
3:1
2:1Geotextile
Earth Fill to CA
Controlled Access (CA)
Right of Way or
Rock Plating
Cl B Riprap
1.5’ Thick3:13:1
D
( Not to Scale)
STANDARD ’V’ DITCH
BEG. ELEV=155.88 END ELEV=150.00, S=25.6%
-Y9RPA- STA. 20+00, D=1’
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL AI
Ground
Natural
Ground
Natural
d
Type of Liner= CL B Rip-Rap
Geotextile
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
BEG EL=142.50’, END EL=141.75’
-SR5C (L STA)- STA. 543+26 RT, S=1.00%, L=75’,
DETAIL AK
B= 2 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Ground
Natural
See Below
N.W.S. Elev.=
-L- STA 491+59 TO STA 492+86 LT, EL=170.0
-L- STA 452+12 TO STA 454+94 LT, EL=155.0
-L- STA 324+79 TO STA 326+93 LT, EL=138.0
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
PERMANENT CHANNEL EXCAVATION
THIS PROJECT COMPLIES WITH LOCAL FLOODPLAIN MANAGEMENT REGULATIONS.
LOOKING DOWNSTREAM (NTS)LOOKING DOWNSTREAM (NTS)
LENGTH=65’
GROUND
NATURAL
3:13:1
8’
/ TOP OF SILL
ELEVATIONSTREAM BED
FLOODPLAIN: AGRICULTURE AND WOODS
BED MATERIAL: SILTY SAND 3:13:1
8’
/ TOP OF SILL
ELEVATIONSTREAM BED
CULVERT INVERT
BED TO
1’ CHANNEL
CULVERT INVERT
BED TO
1’ CHANNEL
INLET CHANNEL IMPROVEMENTS OUTLET CHANNEL IMPROVEMENTS
LENGTH=210’ (TOTAL OF BOTH CHANNELS)
SILL/BAFFLE DETAILS

INCLUDING THE CONCRETE MEDIAN BARRIER.
OVERTOPPING ELEVATION IS 146.1’. THE PROPOSED I-95 OVERTOPPING ELEVATION IS 150.0’
C500 HAVE A LOWEST ADJACENT GROUND ELEVATION OF +/- 145’. THE EXISTING I-95
A SERIES OF STRUCTURES LOCATED SOUTHWEST OF THE POND AT THE UPSTREAM END OF
TOTAL GEOTEXTILE FAB. = 1,100 SY
TOTAL CL I RIP RAP = 885 TONS
TOTAL CHANNEL EXCAVATION = 2,992 CY
I RIP RAP
2’ CLASS
RIP RAP
2’ CLASS I
NATURAL GROUND
EXCAVATION
INLET CHANNEL IMPROVEMENTS
3:1
3:1@US FACE OF CULVERT
NATURAL GROUND
NTS
TIE-IN LOCATION.
TO NATURAL WIDTH AT
STRUCTURE FACE. VARIES
12’ CHANNEL WIDTH AT
LENGTH = 102’, SLOPE = 1.75%
LOOKING DOWNSTREAM
2’ THICK
CLASS I RIPRAP
KEY-IN
INLET CHANNEL IMPROVEMENTS
OUTLET CHANNEL IMPROVEMENTS
NATURAL GROUND
EXCAVATION
3:1
3:1TOTAL GEOTEXTILE FAB. = 1,260 SY
TOTAL CL 1 RIP RAP = 1,015 TONS
TOTAL CHANNEL EXCAVATION = 1,750 CY
PERMANENT CHANNEL EXCAVATION
NTS
NTS
TIE-IN LOCATION.
TO NATURAL WIDTH AT
STRUCTURE FACE. VARIES
12’ CHANNEL WIDTH AT
TIE-IN LOCATION.
TO NATURAL WIDTH AT
STRUCTURE FACE. VARIES
12’ CHANNEL WIDTH AT
LENGTH = 102’, SLOPE = 1.75%
LOOKING DOWNSTREAM
LENGTH = 116’, SLOPE = 0.05%
LOOKING DOWNSTREAM
2’ THICK
CLASS I RIPRAP
KEY-IN
INLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM
(NTS)
3:1
3:11’
10’10’10’
GROUND
NATURAL
2’
7’
MAY BE SUBJECT TO PERMIT CONDITIONS.
PASSAGE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND
PLACED ON TOP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL
TO LINE THE HIGH FLOW CULVERT BARREL, NATIVE MATERIAL SHOULD BE
NATIVE MATERIAL IN THE HIGH FLOW CULVERT BARREL. IF RIP RAP IS USED
THE LOW FLOW CULVERT BARREL. RIP RAP MAY BE USED TO SUPPLEMENT THE
MATERIAL THAT IS EXCAVATED FROM THE STREAM BED MAY BE USED TO LINE
BED OR FLOODPLAIN AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. ONLY
NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM
LENGTH=61’, SLOPE=0.06%
70.2 FT. FROM US FACE OF PROPOSED CULVERT
DE @RS 21664.6; CE & REV @RS 21767
MANAGEMENT REGULATIONS.
THIS PROJECT COMPLIES WITH LOCAL FLOODPLAIN
2’ THICK
CLASS I RIP RAP
KEY-IN
STREAM BED
INLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM
(NTS)
(NTS)
OUTLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM
3:1 3:11’
10’10’10’
GROUND
NATURAL
2’
7’
LENGTH=61’, SLOPE=0.06%
LENGTH=46’, SLOPE=0.06%
2’ THICK
CLASS I RIP RAP
KEY-IN
STREAM BED
PERMANENT CHANNEL EXCAVATION
THIS PROJECT COMPLIES WITH LOCAL FLOODPLAIN MANAGEMENT REGULATIONS.
TOTAL GEOTEXTILE FAB. = 576 SY
TOTAL CL I RIP RAP = 545 TONS
TOTAL CHANNEL EXCAVATION = 974 CY
FLOODPLAIN: AGRICULTURE AND WOODS
BED MATERIAL: SAND
SILL/BAFFLE DETAILS
GROUND
NATURAL
GROUND
NATURAL
3:13:13:1
2’
5’1’
/ TOP OF SILL
ELEVATIONSTREAM BED
TOP OF BAFFLE 3:12’
1’
3:1
TOP OF BAFFLE
/ TOP OF SILL
ELEVATIONSTREAM BED
5’
3:1
WAS DESIGNED WILL BE ADVERSELY IMPACTED BY THIS PROJECT.
NO UPSTREAM STRUCTURES THAT WERE IN PLACE AT THE TIME THAT THIS PROJECT
1’1’
2’
LENGTH=85’, SLOPE=0.3%LENGTH=65’, SLOPE=0.3%
2’
INLET CHANNEL IMPROVEMENTS OUTLET CHANNEL IMPROVEMENTS
(NTS)(NTS)
LOOKING DOWNSTREAM LOOKING DOWNSTREAM
2’ THICK
CLASS I RIP RAP
KEY-IN
2’ THICK
CLASS I RIP RAP
KEY-IN
24" RCPCONC DI
WOODS
WOODS
WOODS
WOODS
MTL MTL
48" WW & 1 SBW
BILLBOARD
SOIL
I-95 SBL 37’ BST
I-95 NBL 37’ BST
R/W MON
R/W MON
R/W MON
EIP
EIP
48" WW & 1 SBW
I5986A-106
BL-144
N
7
8
5
1’4
2" W13
7.3
6’
T
O
R/W17
2.2
9’
T
O
EIP
RUBY WARREN BULLARD
GEORGE EDMUND BULLARD, III
RONALD GEORGE HILL
PEGGY MCPHAIL HILL
DB 9282 PG 844
CARLA H BAREFOOT
WESLEY L BAREFOOT
PB 132 PG 103
DB 9211 PG 319
TART AND TART INC
DB 8701 PG 123
JEAN W MCLAURIN
DB 859 PG 67
26’.025.02.02.025.02.0248’PS12’PS12’26’.02.02.025.02.0248’48’PS12’PS12’48’PROP. TYPE T BARRIER
.025Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
280+00 285+00
-L-
PROP. WOVEN WIRE FENCE
-L- Sta. POT 280+00.00
BEGIN SECTION 2
END SECTION 1 &
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
WIRE FENCE
PROP. WOVEN
F
C
C
F
F
FF
CC
C
F
57
58 135’160’140’56
55 135.00’
+00.00140.00’
+00.00
140.00’
+00.00
140.00’
+50.00
160.00’
+00.00
140’175.00’
160.00’
+25.00
175.00’
160.00’
+50.00
;;
;
140.00’
+00.00
MILE MARKER 59.4
-L- STATION 286+00 LT
IMPACTED BILLBOARD
185.00’
160.00’
+70.00
195.00’
185.00’
+95.00
195.00’
180.00’
+20.00
180.00’
160.00’
+35.00
185.00’
170.00’
+65.00
185.00’
170.00’
+90.00
REMOVE DI
2GIB-WSF
2GIB-WSF 2404
240518" RCP-IV 18" RCP-IV P
P
FLOWABLE FILL
PLUG & FILL W/
SEE DETAIL K
LATERAL V DITCH
2406
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
SEE DETAIL F
SPECIAL CUT 4’ BASE DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
SEE DETAIL K
LATERAL V DITCH
15" RCP-IV
SEE DETAIL B
SPECIAL CUT DITCH
NAD 83/ NA 2011
25
MATCHLINE -L- STA. 280+00.00 SEE SHEET 24MATCHLINE -L- STA. 287+00.00 SEE SHEET 26I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh25.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -LRT SEC2- PROFILE SEE SHT. 107
FOR -LLT SEC2- PROFILE SEE SHT. 107
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
18" RCP24" RCP
CONC
INV (FES)=130.69’
INV (FES)=132.09’
DI
15" RCP
INV (FES)=129.61’
T
JB
15" CMP
15" CMP
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MTL MTL MTL
MTL MTL
MTL
MTL
MTL
48" WW & 1 SBW WOODS
SOIL
S
OI
LWOODSMT
L MT
L
MTL
MTLMT
L
MTL MTL
I-95 SBL 37’ BST
I-95 NBL VAR BST
S
R
10
0
5
S
MI
T
HFI
E
L
D RD
19’ BS
T
3
0
" C&G3
0
" C&G3
0
" C&G3
0
" C&G10.5’ BST
4’ BST
3.5’ BST
10.5’ BST
48" WW &1 SBW
JB
R/W MON R/W MON R/W MONR/W MON
R/W MONDIDIDIDI
N 4049’11" E
1.01’CONC/BS
T DE
CKS
E
AT
15
1.
5
0
S
E
AT
15
1.
3
7
S
E
AT
15
1.
9
3
S
E
AT
15
2.
0
4
T
T
BM #19
WO
O
DS
BY5-72
BL-146
BL-145
BY5-73
S 4051’49" W
N 4132’49" E
16.82’
N 4049’11" E
228.18’
N 4049’11" E
359.22’
S 6743’54" E
39.49’S 4314’04" E82.66’S 5720’20" E
32.16’
N 0054’47" W
36.83’
N 2831’52" E
49.80’
N 2827’13" E
35.54’
N 5841’41" E44.94’S 82
24’08" E
125.50’
S
7
5
4
1’
4
6
"
E
5
9
4.
8
2’
557.62’ TO R/W
557.02’ TO R/W MONUMENT
RUBY WARREN BULLARD
GEORGE EDMUND BULLARD, III
RONALD GEORGE HILL
PEGGY MCPHAIL HILL
DB 9282 PG 844
CARLA H BAREFOOT
WESLEY L BAREFOOT
PB 132 PG 103
DB 9211 PG 319
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
CARLA H BAREFOOT
WESLEY L BAREFOOT
PB 132 PG 103
DB 9211 PG 319
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
RUBY WARREN BULLARD
GEORGE EDMUND BULLARD, III
RONALD GEORGE HILL
PEGGY MCPHAIL HILL
DB 9282 PG 844
8:1
8:1 8:1
8:1
26’
26’.025.02.02.025.02.02.025.02.02.025.02.0211’11’
11’11’
.02.02
PS14’8:1
ROADWAYCLEAR 38’-0"48’PS12’PS12’48’48’PS12’PS12’48’TO 27+30.60
STA. 23+25.01
PROP. SBG
TO 27+30.60
STA. 23+08.47
PROP. SBG
TO 20+70.33
STA. 15+15.50
PROP. SBG
TO 20+86.87
STA. 15+15.50
PROP. SBG
PROP. TYPE T BARRIER
11’PS8’
PS8’11’PS14’PS8’
PS8’
PS8’
PS8’.02.02
.02.02
TO 304+38.00
STA.300+00.00
PROP. SBG
-L- STA. 292+17.00
BEGIN CONCRETE BARRIER
BEGIN MSE WALL
-L- STA. 293+53.00
END CONCRETE BARRIER
END MSE WALL
-L- STA. 294+27.00
END CONCRETE BARRIER
END MSE WALL
-L- STA. 292+93.00
BEGIN CONCRETE BARRIER
BEGIN MSE WALL
AT OVERPASS
MEDIAN BARRIER TRANSITION
AT OVERPASS
MEDIAN BARRIER TRANSITION
BETWEEN BARRIERS
FILL AND CAP AREA
10’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
290+00 295+00 300+00
-Y6-
B-77
B-77 GREU TL-3
GREU TL-3
-L-
-DR1-
PROP. WOVEN WIRE FENCE
-DR
1-
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
2
0
+
0
0
2
5
+
0
0B-
7
7
GRE
U
T
L-
3B-
7
7 B-
7
7
B-
7
7
-Y6-
P
ROP.
S
BGP
ROP.
S
BGP
ROP.
S
BGP
ROP.
S
BGPI Sta 10+26.18
D
L = 52.32’
T = 26.18’
R = 545.00’
PI Sta 11+02.76
D
L = 93.43’
T = 50.44’
R = 100.00’-
D
R1- P
C Sta. 14+41.86
GREU TL-3
-DR1- PCC Sta. 10+52.32
-Y6- POT Sta. 21+97.67
-Y6- PT Sta. 19+92.42
-
Y6- P
T Sta. 29+20.10
SE = NC
DS = 60 MPH
PI Sta 18+61.56
D
L = 261.73’
T = 130.87’
R = 100,000.00’
SE = NC
DS = 60 MPH
PI Sta 18+61.56
D
L = 261.73’
T = 130.87’
R = 100,000.00’
SE = NCSE = NC
DS = 20 MPH
SE = NCSE = NC
DS = 20 MPH
PROP. WOVEN WIRE FENCE
-DR1- PC Sta. 10+00.00
-DR1- PT Sta. 11+45.75
D
-DR1- Sta. 10+27.00
BEGIN CONSTRUCTION
-L- POT Sta. 293+22.24 =
-
D
R1- P
OT Sta. 17+47.23
-
Y6- P
O
C Sta. 28+88.02 =
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
PROP. WOVEN WIRE FENCE
57
58135’160’160’180’90’
135.00’
+45.00
59
60
160.00’
+90.00
160.00’
+80.00
BEGIN FENCE
BEGIN C/A
90.00’
+90.00 -Y6-
82.00’
+00.00 -
Y6-
180.00’
+40.00 180’END FENCE
END C/A
98.00’
+00.00 -Y6-
+90.00 -Y6-
90.00’
;
;;
;
170.00’
135.00’
+65.00
BEGIN FENCE
BEGIN C/A
90.00’
+60.00 -Y6-
END FENCE
END C/A
95.00’
+00.00 -Y6-
110.00’
+60.00 -Y6-
150.00’
+60.00 -Y6-
F
F
C C
C
F
F
C
F F
F
F
C
F
C
C
F
FF
C C C
F
F
F
F
F
F
F
CC
C
F
F
C
F
F
F
C
F
REMOVE DI
REMOVE JB
JB w/MH
JB w/MH
2GIB-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
2605
2603
2602
2601
2604
2606
2610
2611
2612
2613 2614
2615
2617
2616
2607
2608
2609
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
P
P
FLOWABLE FILL
PLUG & FILL W/
P
P
REMOVE
REMOVE JB
W/ 21 SY GEO FAB
8 TONS CL B RIP RAP
W/ 7 SY GEO FAB
2 TONS CL B RIP RAP
2
GIB-WSF
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL K
LATERAL V DITCH
SYSTEM
REMOVE
SYSTEM
REMOVE
SYSTEM
REMOVE
30" RCP-III
SYSYEM
REMOVE
2618
2GIA-WSS
FS
30" RCP-III
SEE DETAIL AH
W/ CL B RIPRAP
SP. CUT DITCH
W/ 21 SY GEO FAB
8 TONS CL B RIP RAP
30" RCP-III
2619
30" RCP-III REMOVE
15" RCP-III 30" RCP-III
2 ELBOWS15" CSP 30"
R
C
P-III30"
RCP-III
SEE DETAIL F
SPECIAL CUT 4’ BASE DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
2 ELBOWS15" CSP SEE DETAIL I
STD. 4’ BASE DITCH
SEE DETAIL F
SPECIAL CUT 4’ BASE DITCH
4GI
4GI
2620
W/ 7 SY GEO FAB
2 TONS CL B RIP RAP
15" RCP-IV 15" RCP-IV
NAD 83/ NA 2011
26
MATCHLINE -L- STA. 287+00.00 SEE SHEET 25MATCHLINE -L- STA. 300+50.00 SEE SHEET 27MATCHLINE -Y6- STA. 18+00.00 SEE SHEET 72
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,800
56,700
73,800
56,700I-95 I-95
(SR 1005)
SMITHFIELD ROAD
(SR 1005)
SMITHFIELD ROAD
500
400
500
400
I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh26.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -Y6- STA. 26+00.00 SEE SHEET 73
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
FOR -DR1- PROFILE SEE SHT. 184
FOR -Y6- PROFILE SEE SHT. 174
FOR -LRT SEC2- PROFILE SEE SHTS. 107 THRU 108
FOR -LLT SEC2- PROFILE SEE SHTS. 107 THRU 108
FOR CROSS SECTION LAYOUT SEE SHT. 2B-1
FOR BRIDGE SKETCH SEE SHT. 2A-6
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
18" RCP
15" RCP
18" RCP
18" RCP
CONC
CONC
CONC
CONC
DI
DI
DI
DI
WOODS
WOODS
WOODS
WOODS
MTLMTL
MTL
48" CLF
MTL
I-95 SBL 37’ BST
I-95 NBL VAR BST
11.5’ BST
3.5’ BST
3’ BST
10’ BST
6" CONC HW
6" CONC HW
SWAMP
SWAMP
BL-147
BL-148
BL-149
BM #21
N
7
1
18’
5
3" ES 6656’15" E278.38’
S 7640’36" W418.69’
S 4038’56" W
406.09’
S 8821’53" E
314.63’
N 4051’49" E
535.39’
N 0503’02" E
418.66’
N 4132’49" E
618.73’
S 4051’49" W
S 0 9 5 4 ’2 9 " E
3 0 6 .3 1’
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
8:1
26’26’.025.02.02.025.02.02.025.02.02.025.02.028:1 8:1
PROP. SIGN PS12’48’PS14’PS14’48’48’PS12’PS12’48’PROP. TYPE T BARRIER PS14’SIGN
PROP.
TO 309+30.00
STA.303+85.00
PROP. SBG
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
305+00
310+00
-L-
GREU TL-3
CAT-1
CAT-1
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
PROP. SBG PROP. SBG
PROP. SBG PROP. SBG
F
C
C
CC
C
F
F
C
F F
F F F
F
F160’END WW FENCE
BEGIN WW FENCE
BEGIN WW FENCE
END WW FENCE
140.00’
+00.00
160.00’
+90.00
140.00’
+00.00
180.00’
+00.00180’175’140’175.00’
+00.00
;
;
190.00’
160.00’
+10.00
190.00’
160.00’
+10.00
TOB TO TOB WIDTH: 35’
BANK SLOPES: 0.5:1
DEPTH: 5’
BASE WIDTH: 30’
EXISTING CHANNEL (DOWNSTREAM)
REMOVE DI RE
MOVE
REMOVE DI
REMOVE DI
REMOVE DI
REMOVE
2GIB-WSF
2GIB-WSF
2701
2702
2703
15" RCP-IV W/ 11 SY GEO FAB
3 TON CL B RIP RAP
P
P
FLOWABLE FILL
PLUG & FILL W/15" RCP-IV 2GIB-WSF
2GIB-WSF
2706
2705
2704
W/ 7 SY GEO FAB
2 TONS CL B RIP RAP
RETAIN SYSTEM
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION SEE DETAIL C
SP. LATERAL 4’ BASE DITCH
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
2GIB-WSF
2707
SEE DETAIL D
LATERAL 4’ BASE DITCH
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
15" RCP-IV
15" RCP-IV(BURIED 1.0’)3-10’x8’ RCBC15" RCP-III
2710
2GIB-WSF
JB W/MH
2709
2708
RCP-III
15"
2711
2GIB-WSF
2712W/ 5 SY GEO FAB
1 TON CL B RIP RAP
2GIB-WSF
15" RCP-IV 18" RCP-III 24" RCP-III
2713
2GIB-WSF
W/ 11 SY GEO FAB
3 TON CL B RIP RAP
2714
NAD 83/ NA 2011
27
MATCHLINE -L- STA. 300+50.00 SEE SHEET 26MATCHLINE -L- STA. 312+00.00 SEE SHEET 28FOR -LRT SEC2- PROFILE SEE SHTS. 108 THRU 109
FOR -LLT SEC2- PROFILE SEE SHTS. 108 THRU 109
I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh27.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
CONC
CONC
CONC
INV=133.92’
DI
INV (FES)=136.78’18" RCP18" RCPDI
30
" RCP
30" RCP
30" RCP
30" RCP
WOODS
WOODSWOODS
WOODS
MTLMTLMTL
48" CLF
48" CLF
I-95 SBL 37’ BSTI-95 SBL 37’ BST
I-95 NBL 37’ BSTI-95 NBL 37’ BST
10.5’ BST
4’ BST
3’ BST
13.5’ BST
48" CLF
DI
CONC
R/W MON
EXISTING R/W
EXISTING R/W
N 4051’49" E
730.00’N 0 9 5 4 ’2 9 " W3 15 .3 8 ’
S 0137’35" W
387.33’
S 4050’50" W
1254.29’
N 8014’58" E
134.78’N 7837’33" E
246.38’
N 4051’49" E
464.64’
S 4051’49" W
1000.00’
N 8808’11" W304.65’
S 4051’49" W
50.29’
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
PS12’PS12’26’26’.025.02.02.025.02.02.025.02.02.025.02.0248’48’48’PS12’PS12’48’PROP. TYPE T BARRIER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
315+00 320+00
-L-
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
TO RIGHT OF WAY LINE
REMOVE EXISTING FENCE
REMOVE DI
REMOVE DI REMOVE DI15" RCP-IV P
P
P
P
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
P
P
P
P
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
2GIB-WSF
2GIB-WSF
2803
W/ 7 SY GEO FAB
2 TONS CL B RIP RAP
2802
2801
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL F
SP. CUT 4’ BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
12’ 30" RCP
REMOVE DI &
FLOWABLE FILL
PLUG & FILL W/
P
P
SEE DETAIL D
LATERAL 4’ BASE DITCH
15" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
175’140’;
;
150.00’
140.00’
+70.00
150.00’
140.00’
+00.00
175.00’
+00.00
175.00’
+00.00
F
C
C
C
C
CC
C
F F
C
C C
F
F
FFFFF
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh28.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
28
FOR -LRT SEC2- PROFILE SEE SHTS. 109 THRU 110
FOR -LLT SEC2- PROFILE SEE SHTS. 109 THRU 110
I-5986A
MATCHLINE -L- STA. 325+00.00 SEE SHEET 29MATCHLINE -L- STA. 312+00.00 SEE SHEET 27www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
CONC CONC CONCDI
18" RCP18" RCP18" RCPDI
T
18" RCPWOODS
WOODS
WOODS
WOODS
WOODS
MTLMTL
POND
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10.5’ BST
3.5’ BST
3’ BST
10.5’ BST
48" WW &1 SBW
48" WW &1 SBW
48" CLF
48" CLF
R/W MON
R/W MON
R/W MON
R/W MON
EXISTING R/WBL-153 BL-154
T
T
BM #22
N 8645’51" WN 8645’51" W525.11’
S 8646’37" E
189.43’
S 8642’11" E
662.65’
N 4050’03" E
853.93’
188.99 T
O
R/W188.86’ T
O
R/W MO
N
U
ME
NT
NANCY WONG
TRUSTEE OF ANNA L CHOA
ANNA L CHAO,
DB 4000 PG 473
DB 8129 PG 646
NANCY WONG
TRUSTEE OF ANNA L CHOA
ANNA L CHAO,
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
COURTNEY J WILLIAMS
HEATHER B WILLIAMS
DB 9282 PG 844
DB 427 PG 594
NANCY C DIXON
MICHAEL D DIXON
SAMUEL A ROBERTS
PS12’PS12’26’.025.02.02.025.02.02.025.02.02.025.02.028:148’48’PS12’PS12’26’48’48’PROP. TYPE T BARRIER
PS14’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
330+00 335+00
-L-
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE TL-3
GREU
F
F F
F
F
FF
F
F
C
C C
FFF
61
63175’140’62
;
;
140.00’
+00.00
210.00’
190.00’
+65.00
190.00’
175.00’
+90.00
210.00’
175.00’
+25.00
155.00’
140.00’
+25.00
175.00’
155.00’
+45.00 175.00’
160.00’
+65.00
175.00’
+00.00
REMOVE DI REMOVE DI
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
W/ 7 SY GEO FAB
2 TONS CL B RIP RAP
2GIB-WSF
2GIB-WSF
2904
29032902
2901 15" RCP-IV SEE DETAIL K
LATERAL V DITCH
SEE DETAIL F
SP. CUT 4’ BASE DITCH
2GIB-WSF
SEE DETAIL A
SPECIAL LATERAL V DITCH
SEE DETAIL D
LATERAL 4’ BASE DITCH
15" RCP-IV 15" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
MATCHLINE -L- STA. 338+00.00 SEE SHEET 30MATCHLINE -L- STA. 325+00.00 SEE SHEET 2829
NAD 83/ NA 2011
FOR -LRT SEC2- PROFILE SEE SHTS. 110 THRU 111
FOR -LLT SEC2- PROFILE SEE SHTS. 110 THRU 111
I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh29.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
18" RCPCONC CONCDIDI18" RCPvv48" WW & 1SBW
WOODS
WOODS
WOODS
WOODS
BST
MTLMTLMTL
48" WW & 1SBW
I-95 SBL 37’ BST
I-95 NBL 37’ BST
48" CLF
BILLBOARD
EIPR/W MON 60’EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WFOOT BRIDGE
PURDY MATTHEWS RDCOVINGTON LNTRECORD
PLACED PER UTILITY
FOUND IN FIELD
TELEPHONE PED NOT
S 83
35’42" E
584.99’N 0029’18" E
772.98’
N 00 29’18" E
17.33’
S 8605’59" E
14.04’
S 8605’59" E
624.95’NANCY C DIXON
MICHAEL D DIXON
SAMUEL A ROBERTS
DB 427 PG 594
SANDRA U DAUGHTRY
WILLIAM C DAUGHTRY
JACQUELINE K WHEELER
STAVY V MCGADDEN, III
EMILY BARNES,
SANDRA U DAUGHTRY
WILLIAM C DAUGHTRY
DB 10067 PG 399
JACQUELINE K WHEELER
STAVY V MCGADDEN, III
EMILY BARNES,
DB 427 PG 594
NANCY C DIXON
MICHAEL D DIXON
SAMUEL A ROBERTS
DB 427 PG 594
NANCY C DIXON
MICHAEL D DIXON
SAMUEL A ROBERTS
NANCY C DIXON
MICHAEL D DIXON
SAMUEL A ROBERTS
DB 427 PG 594
PB 131 PG 13
DB 10017 PG 340
RUBY W BULLARD
GEORGE EDMUND BULLARD III
PB 131 PG 13
DB 10017 PG 340
RUBY W BULLARD
GEORGE EDMUND BULLARD III
NANCY WONG
TRUSTEE OF ANNA L CHOA
ANNA L CHAO,
DB 4000 PG 473
DB 8129 PG 646
SANDRA U DAUGHTRY
WILLIAM C DAUGHTRY
SANDRA U DAUGHTRY
WILLIAM C DAUGHTRY
DB 10067 PG 399.025.02.02.025.02.02.025.02.02.025.02.028:1
PROP. SIGN PS12’PS12’26’48’48’PS12’PS12’26’48’48’PROP. TYPE T BARRIER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
340+00 345+00
-L-
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
CAT-1
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
REMOVE DI
REMOVE DI
P
P
FLOWABLE FILL
PLUG & FILL W/
2GIB-WSF3001
3003
W/ 7 SY GEO FAB
2 TONS CL B RIP RAP
2GIB-WSF2GIB-WSF 3002 3004
2GIB-WSF3005
3006
P
P
FLOWABLE FILL
PLUG & FILL W/
2GIB-WSF
18" RCP-IV 3007
W/ 10 SY GEO FAB
3 TONS CL B RIP RAP
SEE DETAIL C
SP. LATERAL 4’ BASE DITCH
SEE DETAIL A
SPECIAL LATERAL V DITCH
SEE DETAIL A
SPECIAL LATERAL V DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL F
SP. CUT 4’ BASE DITCH
15" RCP-IV SEE DETAIL J
LATERAL 2’ BASE DITCH
15" RCP-IV
15" RCP-IV
15" RCP-IV
F
F
F F F F F
C
C C
FF FF
65
68140’140’66
62
140.00’
+00.00
140.00’
175.00’
+00.00
64
63
67
;
;;
;
MILE MARKER 60.4
-L- STATION 341+00 RT
IMPACTED BILLBOARD
175.00’
160.00’
+95.00
150.00’
170.00’
+95.00
150.00’
140.00’
+80.00
155.00’
EX.R/W
175.00’
+75.00
EX.R/W
+71.74
65A160.00’
EX. R/W
NAD 83/ NA 2011
MATCHLINE -L- STA. 338+00.00 SEE SHEET 29MATCHLINE -L- STA. 350+00.00 SEE SHEET 31FOR -LRT SEC2- PROFILE SEE SHTS. 111 THRU 112
FOR -LLT SEC2- PROFILE SEE SHTS. 111 THRU 112
I-5986A 30
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh30.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
18" RCPINV=137.70’
INV (SE)=138.76’
TOP=142.06’
CONC DI42" RCPWOODS
WOODS
WOODS
WOODSWOODS
MTLMTL
I-95 SBL 37’ BSTI-95 SBL 37’ BST
I-95 NBL 37’ BSTI-95 NBL 37’ BST
10.5’ BST
3’ BST
3’ BST
10’ BST
48" WW & 1SBW
48" CLF 48" CLF
EIP
EIP
BL-158 BL-159
BM #23
BL-157
S 8933’21" E
518.72’
N 0031’42" E
636.83’
S 8933’21" E
306.42’
N 0130’28" E
368.26’
WEEKS FARM, INC
DB 2720 PG 269
PB 131 PG 13
DB 10017 PG 340
RUBY W BULLARD
GEORGE EDMUND BULLARD III
RUBY W BULLARD
GEORGE EDMUND BULLARD III
PB 131 PG 13
DB 10017 PG 340
WEEKS FARM, INC
DB 2720 PG 269
SANDRA U DAUGHTRY
WILLIAM C DAUGHTRY
SANDRA U DAUGHTRY
WILLIAM C DAUGHTRY
DB 10067 PG 399
300’ TAPER LANE
+81.03+81.03800’ ACCELERATION LANE
PS12’26’.025.02.02.025.02.02.025.02.02.025.02.028:1
8:1
.04.03.025PS14’8:148’60’PS12’26’48’48’60’PROP. TYPE T BARRIER
8:1 8:1
PROP. SIGN
PS12’PS14’+15.70LANE
230’ TAPER .025Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
355+00
360+00
-L-
-Y7RPB-
CAT-1
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-Y7RPB-
-Y7RPB- TS Sta. 10+00.00(61’ LT)
-L- POT Sta. 361+81.03=
GREU TL-3
PIs Sta 11+33.34
F
Ls = 200.00’
ST = 66.68’
LT = 133.34’
REMOVE EXISTING FENCEGREU TL-3 CAT-1
GREU TL-3
FENCE
REMOVE EXISTING
65
70
165’165’68
BEGIN WW FENCE
END WW FENCE
END WW FENCE
BEGIN WW FENCE
69
71
140.00’
165.00’
+90.00
190.00’
165.00’
+40.00
190.00’
165.00’
+40.00
165.00’
+00.00
140.00’
+50.00
165.00’
+81.03
CHORD
100.00’
+00.00 -Y7RPB-
;
;;
;140’160.00’
+10.00 155.00’
140.00’
+40.00
F
F
F
F
F
F
F F
F
C F
C
F
F F
FF
F
2GIB-WSF
2GIB-WSF
3103
3102
3101
SEE DETAIL K
LATERAL V DITCH
P
P
FLOWABLE FILL
PLUG & FILL W/
SEE DETAIL K
LATERAL V DITCH
24
" RCP
-III24" RCP-III
W/ 14 SY GEO FAB
5 TONS CL B RIP RAP
3108
JB w/MH
3107
18" RCP-IV SEE DETAIL J
LATERAL 2’ BASE DITCH
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
P
P
21 SY GEOTEXTILE
8 TONS CL B RIP RAP
3106
3105
3104
2GIA-WSF
2GIB-WSF30" RCP-IVSEE DETAIL J
LATERAL BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL P
LATERAL BASE DITCH
SEE DETAIL D
LATERAL BASE DITCH
RAP W/ 7 SY GEO FAB
2 TONS CL B RIP
3106
15" RCP-IV 24" RCP-IV15" RCP-IV(BURIED 1.0’)10’x7’ RCBCNAD 83/ NA 2011
31
MATCHLINE -L- STA. 350+00.00 SEE SHEET 30FOR -Y7RPB- PROFILE SEE SHT. 178
FOR -LRT SEC2- PROFILE SEE SHTS. 112 THRU 113
FOR -LLT SEC2- PROFILE SEE SHTS. 112 THRU 113
I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh31.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA. 363+00.00 SEE SHEET 32www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
vvvvvMTL MTL MTL
MTL
MTL MTLMTLMTL1SFD48" WW W/1SBWCANOPY
MTL
MTL CANOP
YCANOP
YMT
L
1S MTL BUSCONC48" WW W/1SBW
48" WW W/1SBW
7
7’ BS
T3-BOLLARDSCONC BS
TBS
TS
SMTL SSBKWOODS
WOODS
W
OODSWOODSW
OODSWOODS
WOODS
WOODS
WOODS
W
OODSW
OODSW
OODSWOODS
WOODS WOODSWOODSWOODSWOODS
WOODS
WOODS
16.5’ CONC48" WW
W/1SBW
48" WW W/1SBW
48" WW W/1SBW
1SF BUS
1SF BUS62" WD PICKET
62" WD PICKET
WELLS
18" RCP
18" RCP10’ GRCONC
CONC
62" WD PICKETWELLHOUSE
62" BLK WALL
CONC FLUME
BOLLARDS
SR
1856
ELVA
WALLACE
RD
17
’ BST
I-95 NORTHBOUND 43’ BST
I-95 SOUTHBOUND 37’ BST
W/LT
PUMP
LP
SR 1814 J T MATHEWS RD 18’ BST
I-95 SBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL VAR BSTI-95 NBL VAR BST
SR
1
81
5 WADE STEADMAN RD VAR BSTSR 1814 J T MATTHEWS RD 18’ BST
SR 1814 J T MATTHEWS RD 17’ BSTSR 1856 ELVA
W
ALLACE RD 16’ BST6
5
’ BST18" C&G
I
-95 OFF RA
M
P
V
A
R
B
STI-95 ON RAMP VAR BST
I-95 OFF RAM
P VA
R BSTI-95 ON RAMP VAR BST
8
" CONC CURB10.5’ BST
3.5’ BST
3.5’ BST
10’ BST
3.5’ BST
3.5’ BST
3.5’ BST
3.5’ BST
3’ BST
3.5’ BST
3.5’ BST
18" RCPFES
FESFES
FES
18"
R
C
P
I
NV=
1
4
2.
7
2
’
I
NV=
14
2.
8
7’
I
NV=
1
4
3.
4
0
’
I
NV=
1
4
5.
3
4
’
I
NV=1
4
6.
0
0
’FE
S
18" RCP15" CMP18" RCP1
8
" CMPCONC HW
CONC HWCONC HWDI
DI
J
BPOSSCONC HWCBCB
CBCB24" RCP42" RCP15" CMP 15" CMP
F
ESF
ESCONC HW
CONC HWCONC HW
DI
24" RCP
15" CMP 18" RCP18
" RCP
CONC HW
DI
42" RCP18" RCP DI
I
NV=1
4
6.
7
8
’
18" HDP
E
BOLLARDS
BL-201
I5986-7BY1-23
3
BY1-
2
3
4
HWCONC HWCONC
HWCONC HWCONC
CONC ISL
CONC ISL
CONC
I
SL3 SBW ABANDONED50603142.36
50981150.91
53291150.89#6RBR
EXISTING R/W
EXI
S
TI
NG R/WEXI
S
TI
NG R/WEXISTING R/W EXISTING R/WEXI
STI
NG R/WEXISTING R/W EXI
STI
NG R/
W
60.00’EX
I
STIN
G
R/
WEX
I
STIN
G
R/
W EI
PEXI
STI
NG R/
WEXISTING R/
WEXISTING R/WEXISTING R/W 300.00’CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCHR/W MONBRI
DGE #1CONC BRI
DGE12" CONC HW
18" RCPCONCDIMTL
I-95 SBL 37’ BST
I-95 NBL 37’ BST
48" WW & 1SBW
48" CLF
220.00’EXISTING R/W
BL-160 BL-161 BL-162
T
TTTVALVE
AIR RELEASE
8"8"8"8"8"8"8"
8
"
6"
6"
6
"
F
OFOF
OFOFO6"
2
" ABAND2" ABAND2" ABANDEORI
2
2
’ BSTSR
1
8
1
5 WADE STEADMAN RDBM #52
BM #24
BM #51 S 3015’43" E140.25’S 8755’28"
W
140.43’
N 0310’47" E
708.21’
S 1944’49" W
100.50’
S 0512’11" W
472.67’
S 8920’49" E
609.03’S 2032’49" E75.79’N 0217’36" E
339.65’
S
7
6
3
5’5
4"
E
2
5
0.8
0’
N 8850’03" W289.11’N 5152’18" W1364.59’N 0044’52" E
212.80’
N 0100’57" E
194.50’S 0053’24" E206.50’N 2423’33" W118.03’N 8922’54" W254.26’N 6613’26" W184.41’N 4040’52" W117.08’N 8532’06" E434.19’R/W-R/W MON0.46’
S 0217’36" W
17.70’
N 0053’50" E
352.64’
N 8907’03" W335.00’
N 0054’57" E
392.82’
N 0348’06" E
152.02’
S
7
6
3
5’5
4"
E
2
15.6
1’
N 0039’01" W
596.91’
N 8911’11" E
246.24’
N 8911’11" E
530.47’
TART & TART INC
PB 47 PG 39
DB 8431 PG 375
PB 131 PG 13
DB 10017 PG 340
RUBY W BULLARD
GEORGE EDMUND BULLARD III
DB 2710 PG 833
PB 47 PG 39
TART & TART INC
DB 9389 PG 295
BK DB 7534 PG 601
BK DB 777 PG 381
MATTHEWS, CHARLES DWIGHT
DB 2552 PG 416
PB 43 PG 71
DB 9764 PG 650
SHREEJI GAS LLC
TART & TART INC
DB 4712 PG 789
TART & TART INC
DB 2695 PG 597
SHIVA REAL ESTATE LLC
DB 9015 PG 281
DB 9764 PG 650
SHREEJI GAS LLC
PRESLER, SHELBY MATTHEWS
PB 43 PG 36
DB 9404 PG 95
WEEKS FARM, INC
DB 2720 PG 269
JACKIE L GLOVER TRUSTEE
DB 8431 PG 375
TART & TART INC
DB 2864 PG 35
PB 67 PG 99
DB 4712 PG 789
TART & TART INC
WIFE BETTY H
WOOD, EDDIE C &
DB 7760 PG 413
PB 121 PG 70
WOOD, EDDIE C & GARY F
DB 6343 PG 375
PB 39 PG 23
WEEKS FARM, INC
DB 2720 PG 269
DUKE ENERGY PROGRESS INC
DB 7616 PG 736
PB 117 PG 33
TRUSTEE
JACKIE L GLOVER
WOOD, EDDIE CALVIN
DB 6166 PG 372
PB 121 PG 70
P
R
ES
L
E
R, S
H
E
L
B
Y MA
T
T
H
E
WS
PRESLER, SHELBY MATTHEWS
DB 9404 PG 95
PB 43 PG 36
PROPERTY MANAGEMENT
AMERICAN DREAM
KUMAR
BANSAL, SHIVRAJ
PG 296
DB 8365
8:1
8:1
8:1 8:1
11’11’
11’
11’12’26’.025.02.02.025.02.02.025.02.02.025.02.028:18:1
8:1
PROP. SIGNPS14’12’
PS8’
12’PS5’
12’PS8’
PS5’
P
S
4’
1
6’
P
S
4’
.
0
2
1
6
’
P
S4
’16’PS4’PS4’1
6’
8:1
.07.06.05.
0
7
.
0
6
.
0
5
.
0
4
.
0
3
.
0
2
.
0
2
.
0
3
.
0
4
.
0
5
.
0
6
.
0
7
PS4’PS4
’PS12’PS4’PS12’PS4’
(TYP)
28.57’
(TYP)
28.57’
(TYP)28.57’8:1200’ ME
DIA
N T
APER
8:18:18:18:1
8:1
.02
.03.03 .03
.02 .02
.01 .01
.00 .00
.01 .01
.02
.02
.03
.03
.03
.02
.02
.00
.01
.02
.01
.03
12’
.02.01
.01
.01
.0
3
.03.02.01.00 .02
.01.00
.02.02
.02
.01
.00.01 .01.00.01
.02
8:1
.02 .02.02 .06.05.04.03.025.07(TYP)
28.57’
(TYP)28.57’+89.19.04.03.02.01.00.01.02
16’.028:1
8:1
.03.07.06.05.048:1+69.01.03.02.01.00.01.02.02.01.00.01.02.03.04.04
16’(TYP)20’11’11’(TYP)
2
0’+30.63.021
.021
.033
.03 .033
.03
.03
.03
.02 .02
.01
.00
.01
.02 .02
.02.02.01.00.01.00.01.01.02.02 .03.0312’12’
8:1
8:1
(TYP)
2
4
’
+42.50
+89.58(TYP)
2
4
’
(TYP)22’+40.00
(TYP)
22’
+44.00 8:1(TYP)22’11’11’
ROADWAYCLEAR 57’-6"48’48’48’26’48’1
6
’PS1
4
’PS4’16’PS14’1
6
’
TO 23+26.52
STA. 19+50.00
PROP. SBG
TO 22+83.56
STA. 22+12.99
PROP. SBG
TO 13+18.12
STA. 12+84.60
PROP. SBG
TO 13+36.74
STA. 12+92.51
PROP. SBG
TO 15+68.42
STA. 15+24.36
PROP. SBG TO 15+77.53
STA. 15+42.98
PROP. SBG
8:1
PS12’PS4’PS12’PS12’PS4’8:1
PS14’PS12.75’15:115:1
12’PROP. TYPE T BARRIER
T
APERME
DIA
N 200’ 18’18’
1
8
’18’16’
8:18:18:1.02.03.04.05.06.07.07.06.05.04.03.02(TYP)
2
8.5
7’+59.85.02
.02
.03.03PS
14’
(TYP)28.57’16’PS14’(TYP)20’
+90.00PS 4’.03.025+15.70
-L- STA. 378+24.81
END CONCRETE BARRIER
END MSE WALL

-L- STA. 376+51.31
BEGIN CONCRETE BARRIER
BEGIN MSE WALL
-L- STA. 377+18.45
BEGIN CONCRETE BARRIER
BEGIN MSE WALL
-L- STA. 378+78.45
END CONCRETE BARRIER
END MSE WALL
AT OVERPASS
MEDIAN BARRIER TRANSITION
AT OVERPASS
MEDIAN BARRIER TRANSITION
BETWEEN BARRIERS
FILL AND CAP AREA
LANE
230’ TAPER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
365+00 370+00 375+00 380+00 385+00
A
B
C
-Y7RPB--Y7RPC-
B-77
B-77GREU TL-3
GREU TL-3
-Y20-
-L-
-Y7RAB2--Y7RAB3-
D
PI Sta 15+63.79
D
L = 721.06’
T = 363.79’
R = 2,200.00’
15+00
20+00
-Y7RPB- SC Sta. 12+00.00
-Y7RPB- ST Sta. 21+63.90
-Y7RPB- CS Sta. 19+63.91
-Y7RPD- ST Sta. 21+21.06
-Y7RPD- CS Sta. 19+21.06
-Y7RPD-
-Y7RPB-
END -Y7RAB3- PT Sta. 13+58.14
END -Y7RAB2- PT Sta. 13+58.14
B-
7
7 B-
7
7B-77 B-
7
7
CAT-1
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-L- POT Sta. 377+68.88 =
CAT-1 GREU TL-3CAT-
1GREU TL-
3
GREU TL-
3
PROP. SBG
CAT-
1
DS = 65 MPH
SE = 0.07
DS = 65 MPH
SE = 0.07
DS = 65 MPH
SE = 0.07
DS = 65 MPH
SE = 0.07 PROP. SBGPROP. SBGPROP. SBGPROP. SBG1
5
+00
PIs Sta 19+87.74
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
-Y7RPA-
-Y7B-
PI Sta 15+32.02
D
L = 217.58’
T = 109.09’
R = 1,200.00’
SE = 0.03
DS = 25 MPH
PI Sta 11+09.09
D
L = 217.58’
T = 109.09’
R = 1,200.00’
PI Sta 18+23.59
D
L = 217.58’
T = 109.09’
R = 1,200.00’
PI Sta 11+11.07
D
L = 221.50’
T = 111.07’
R = 1,200.00’
PI Sta 13+52.94
D
L = 262.87’
T = 131.44’
R = 8,200.00’
-Y7C-
SE = 0.03
DS = 25 MPH
SE = 0.03
DS = 25 MPH
-Y7D-
SE = 0.03
DS = 25 MPH DS = 50 MPH
SE = NC
BEGIN -Y7RAB2- PC Sta. 10+00.00=
BEGIN -Y7RAB3- PC Sta. 10+00.00=
-YRAB2- POC Sta. 12+85.69=
-Y7B- PT Sta. 16+40.51(37’ LT)
-Y7C- PC Sta. 17+14.50
-Y7C- PT Sta. 12+17.58
PI Sta 10+00.00
D
L = 358.14’
T = 0.00’
R = 57.00’
PI Sta 10+00.00
D
L = 358.14’
T = 0.00’
R = 57.00’
-YRAB2- POC Sta. 11+17.57=
-Y7C- PC Sta. 10+00.00(37’ RT)
-Y7D- PCC Sta. 12+21.50
-Y7D- PC Sta. 10+00.00(37’ RT)
-YRAB3- POC Sta. 12+85.69=
-YRAB3- POC Sta. 10+87.15=
-Y7C- PT Sta. 19+32.08(37’ LT)
10+00
-Y7RPB- PT Sta. 24+32.14
-Y7RPD- PT Sta. 25+06.13
2 5 +0 0
-Y7
C-
-Y7
C-
-Y7D-
10+00
15+00
20+00
DS = 25 MPH
SE = 0.04
DS = 25 MPH
SE = 0.06
15+00
20+00
-Y20- PC Sta. 18+62.34
-Y7C- POT Sta. 14+30.55
-Y7RPC- POT Sta. 10+00.00 (61’ RT)
-L- POT Sta. 364+45.00= GREU TL-3CAT-1
20+00
25+00-SR3-
PI Sta 20+47.50
L = 445.72’
T = 235.91’
R = 550.00’
D
DS = 40 MPH
SE = 0.04
-SR3- PT Sta. 22+57.30
-SR3- PC Sta. 24+65.94
DS = 40 MPH
SE = 0.03
PI Sta 27+47.76
L = 555.94’
D
T = 281.82’
R = 1,375.00’
-Y7RPB- PC Sta. 23+50.35
-Y7RPD- PC Sta. 24+06.68
PI Sta 21+51.37
D
L = 557.89’
T = 289.04’
R = 865.00’
DS = 40 MPH
SE = 0.04
-Y7B-
-Y7RPC-
PIs Sta 11+33.34
F
Ls = 200.00’
ST = 66.68’
LT = 133.34’
PI Sta 15+84.95
D
L = 763.90’
T = 384.95’
R = 2,500.00’
PIs Sta 20+30.58
Ls = 200.00’
LT = 133.34’
ST = 66.68’
F
D
DS = 65 MPH
SE = 0.07
R = 145.00’15+00PROP. WOVEN WI
RE FENCE-SR3-
-Y20-
PI Sta 24+57.51
D
L = 99.45’
T = 50.83’
R = 195.00’
DS = 25 MPH
SE = 0.06
-Y7RPD-
DS = 25 MPH
SE = 0.07
R = 145.00’
T = 42.01’
L = 81.79’
D
PI Sta 23+92.37
REMOVE EXISTING FENCE
-Y7RPC-PROP. SBG15+0020+0015+00
20+00-Y7RPA- TS Sta. 11+20.23
-Y7RPA- SC Sta. 13+20.23
-Y7RPA- PRC Sta. 21+55.85
-Y7RPC- SC Sta. 13+10.63
-Y7RPC- TS Sta. 11+10.63
-Y7RPC- PRC Sta. 23+26.51
-Y7RPA-
P
ROP.
S
BGPIs Sta 12+53.58
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
PI Sta 17+43.14
D
L = 835.62’
T = 422.91’
R = 2,200.00’
PI Sta 22+76.90
D
L = 239.92’
T = 121.05’
R = 730.00’
Ls = 200.00’
PIs Sta 12+43.98
F
LT = 133.35’
ST = 66.68’
PI Sta 18+27.80
D
L = 1,015.88’
T = 517.16’
R = 2,200.00’
L = 154.01’
PI Sta 24+04.49
D
T = 77.97’
R = 400.00’
25+00
-Y7RPC- PT Sta. 24+80.52
-Y7RPC- POT Sta. 25+67.32
25+00
-Y7RPA- PT Sta. 23+95.77
-Y7RPA- POT Sta. 25+18.85
D
G
RE
U TL-3
REMOVE EXISTING FENCEREMOVE EXI
STI
NG FENCE WIRE FENCEPROP. WOVENFENCE
EXISTING
REMOVE PROP. W
OVEN
W
I
RE FENCE3201
3202
15" RCP-IV 7 SY GEOTEXTILE
2 TONS CL B RIP RAP
21 SY GEOTEXTILE
8 TONS CL B RIP RAP
3203
3204
2GIB-WSS
REMOVE
P
P
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
3221
2GIB-WSF
32223220 15" RCP-III 2GIB-WSF
2GIB-WSF
3219
3218
2 ELBOWS
15" CSP
15" RCP-III
DI
CB-G
3232
3230
32317 SY GEOTEXTILE
CL B RIP RAP
2 TONS
2 ELBOWS
15" CSP
3233
3234
3235
2GIB-WSF
2GIB-WSF
15" RCP-IV 2GIB-WSF
2GIB-WSF3212
3211
3213 7 SY GEOTEXTILE
2 TONS CL B RIP RAP
5 SY GEOTEXTILE
1 TON CL B RIP RAP
3216
3217 3214
32152GIB-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
32362 @ 30" RCP-
I
VHW
28 SY GEOTEXTILE
11 TONS CL B RIP RAP
15" RCP-IV 15" RCP-III
5 SY GEOTEXTILE
1 TON CL B RIP RAP
3242
3240
3241
2GID-WSS
2GIB-WSF
FS24" RCP-V14 SY GEOTEXTILE
5 TONS CL B RIP RAP
3243 15" RCP-III 2GIB-WSF
3226
3227
32257 SY GEOTEXTILE
2 TONS CL B RIP RAP
2
ELBOWS
15" CSP
2GIB-WSF
2GIB-WSF
3224 3223
SEE DETAIL J
LATERAL BASE DITCH
SEE DETAIL J
LATERAL BASE DITCH
SEE DETAIL J
LATERAL BASE DITCH
SEE DETAIL J
LATERAL BASE DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL J
LATERAL BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
15" RCP-III
3208
3209
3244
3237
3238
3245
3239
3210
11 SY GEOTEXTILE
3 TON CL B RIP RAP
CB-G
2GIB-WSF
2GIB-WSF
3205
3206
3207
15" RCP-
III
3248
3246
3249
2GIB-WSS
CB-F
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL M
LATERAL V DITCH
SEE DETAIL J
LATERAL BASE DITCH
21 SY GEOTEXTILE
8 TONS CL B RIP RAP
SEE DETAIL K
LATERAL V DITCH
2 ELBOWS15" CSP
15" RCP-III
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
CB-F
3250
3252
3251
DI
3253
REMOVEREMOVEREMOVE DI
REMOVE DI
SYSTEM
REMOVE
SYSTEM
REMOVE
SYSTEM
REMOVE
FILL
W/ FLOWABLE
PLUG & FILL
P
P
P
P
R
E
MOVE
REMOVEFILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
P
P
P
P
SYSTEM
REMOVE
SEE DETAIL B
SPECIAL CUT DITCH
15" RCP-III
3256
CB-E3262
3257
CB-G
3259
5 SY GEOTEXTILE
1 TON CL B RIP RAP
3260
15" RCP-III
24" RCP-III
2 ELBOWS
15" CSP11 SY GEOTEXTILE
3 TONS CL B RIP RAP
3258
JB w/MH
3261
SEE DETAIL J
LATERAL BASE DITCH
SYSTEM
REMOVE
RCP-III
15"
CB-F
DI3254
3255
18" RC
P-I
V
2GID-WSS
3263
3264
10 SY GEOTEXTILE
CL B RIP RAP
3 TONS
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL D
LATERAL BASE DITCH
D
E
T
A
IL K
D
IT
C
H SE
E
LA
T
E
R
A
L
V
REMOVE HW
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL K
LATERAL V DITCH
2 ELBOWS
15" CSP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
GRADE TO DRAIN
GRADE TO DRAIN GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
SEE DETAIL Q
10’ WIDE BERM
SEE DETAIL Q
10’ WIDE BERM
10 SY GEOTEXTILE
3 TONS CL B RIP RAP
18" RCP-III SEE DETAIL I
STD. BASE DITCH
SEE DETAIL J
LATERAL BASE DITCH
SEE DETAIL M
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL J
LATERAL BASE DITCH
15" RCP-III
30" RCP-III
2GIA-WSS
SP. DET.
CB-G
SP. DET.
DI
SP. DET.
CB-G
SP. DET.
CB-G
SP. DET.
SEE DETAIL B
SPECIAL CUT DITCH
15" RCP-IV 15"
RCP-
I
I
I
SYSTEMREMOVE
SYSTEMREMOVE
15" RCP-III
3265
CB-E
2 ELBOWS
15" CSP
3266 CB-F
3267
REMOVE
15" RCP-IV 30" RCP-III30" RCP-III
30" RCP-III
30" RCP-III
30"
R
CP-
I
II
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL D
LATERAL BASE DITCH 24" RCP-III
3269
OEP
JB W/MH
3268
SEE DETAIL K
LATERAL V DITCH
15" RCP-III
15" RCP-III
15" RCP-III
4GI
24" RCP-III
24" RCP-III
1
5
" RCP-
III
24" RCP-III
3270
CB-G
3271
CB-G
3272
3273
CB-F
JBMH
15" RCP-III
GEOTEXTILE
7 SY
B RIP RAP
2 TONS CL
30" RCP-III2 @
FILL
W/ FLOWABLE
PLUG & FILL
GEOTEXTILE
21 SY
B RIP RAP
8 TONS CL
RCP-III30"
21 SY GEOTEXTILE
8 TONS CL B RIP RAP
SEE DETAIL AI
W/ CL B RIPRAP
STANDARD V DITCH
SEE DETAIL T
STANDARD V DITCH
15" RCP-IV
18" RCP-IV15" RCP-IV24" RCP-IV 15" RCP-IV 15" RCP-IV
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
RCP-III
15"
3228
SEE DETAIL D
LATERAL 4’ BASE DITCH
SEE DETAIL P
LATERAL BASE DITCH
5 SY GEOTEXTILE
RIP RAP
1 TON CL B
71
72 73
74
75
76
76
77
78
81
82
80
83
83
84
85100’100’165’CHORD
100
’100’CHORD
70
76
84
79
76
73
85
165.00’
+45.00
CHORD
100.00’
+00.00 -Y7RPB-
100.00’
+63.91 -Y7RPB-
+63.90 -Y7RPB-
100.00’
140.00’
+40.00 -Y7B-
100.00’
+65.00 -Y7RPA-
60.00’
+50.00 -SR3-
140.00’
+50.00 -Y7D-
100.00’
+21.06 -Y7RPD-
100.00’
+90.00 -Y7RPD-
50.00’
+62.34 -Y20-
100.00’
+26.51 -Y7RPC-
100.00’
+21.06 -Y7RPD-
+30.00 -SR3-
60.00’
105.00’
105.00’
60.00’
+70.00 -SR3-
100.00’
+00.00 -Y7RPC-
100.00’
+10.63 -Y7RPC-
67.79’
+86.65 -Y20-
20.00’
+62.34 -Y20-
70’
BEGIN C/A
BEGIN WW FENCE
110.00’
+80.00 -Y7B-
90.00’
+05.00 -Y7RPA-
;
;;
C
H
O
RD
80’CHORD
CHORD
;
EX.R/W
+71.09 -Y7RPA-EX.R/W
+20.00 -Y7RPA-
END WW FENCE
BEGIN GLARE SCREEN
BEGIN CHAIN LINK FENCE
100’175.00’
142.47’
+30.00 -Y7D-
145.00’
100.00’
+21.50 -Y7D-
+57.30 -SR3-
50.00’
60.00’
60.00’
50.00’
+65.94 -SR3-
20.00’
+00.00 -Y20-
45.00’
+00.00 -Y20-
95.00’
80.00’
+35.00 -SR3-
95.00’
85.00’
+65.00 -SR3-
95.00’
85.00’
+95.00 -SR3-
95.00’
85.00’
+20.00 -SR3-
95.00’
50.00’
+75.00 -SR3-
95.00’
50.00’
+10.00 -SR3-
68.27’
+35.00 -
Y7
D-
110.00’
95.00’
+50.00 -
Y20-
95.00’
+02.49 -Y20-CHORDEX.R/W
+20.00 -Y7RPA-
EX.R/W
+65.34 -Y7RPA-
EX.R/W
+90.16 -Y7RPA-
EX.R/W
+78.69 -Y7RPA-
84.30’
+45.00 -Y7RPA-
35.00’
+10.00 -SR3-
60.00’
+90.00 -SR3-
65.00’
+65.00 -SR3-
65.00’
50.00’
+15.00 -SR3-
F F
C
C
C
C
C FC
C C
C
C CC
C
F
C
F
C
C
C
CC FFF
F
FC
F
F
F
C
C
F
F F
C
F F
F
F
F
F
F
F
F
F
F
F
C
C
C
F
F F
C
C
C
FF
F
F
F
C
C
F
F
F
F
F
F
C
F
C
F
C
C
F
F
F
F
F
C
F
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
F
FF
F
C
F
F
C
C
CFFFNAD 83/ NA 2011
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh32.dgnahefler6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA. 363+00.00 SEE SHEET 31SEE S
HEET 75MAT
C
HLINE -Y20- ST
A. 14+00.00 SEE SHEET 33MATCHLINE -L- STA. 390+00.00ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,800
56,700
73,200
56,100
2,700
2,400
1,700
1,900
I-95 I-95
(SR 1815)
WADE STEDMAN ROAD
(SR 1815)
WADE STEDMAN ROAD
400
500
600
700
1,200
1,100
800
600
MATCHLINE -Y7B- STA. 14+50.00 SEE SHEET 74
SEE SHEET 75
MATCHLINE -Y7D- STA. 12+50.00
STA. 18+25.00 SEE SHEET 74
MATCHLINE -SR3- SEE SHEET 33-SR3- STA. 29+50.00MATCHLINE S
E
E
S
HE
E
T 3
3
-Y2
0-
S
T
A. 2
0
+
0
0.0
0MATCHLINE
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH www.rkk.com
Engineers | Construction Managers | Planners | Scientists
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
I-5986A
REVISIONS
32
FOR -SR3- PROFILE SEE SHT. 182
FOR -Y20- PROFILE SEE SHT. 181
FOR -Y7RAB3- PROFILE SEE SHT. 176
FOR -Y7RAB2- PROFILE SEE SHT. 176
FOR -Y7RPD- PROFILE SEE SHT. 179
FOR -Y7RPC- PROFILE SEE SHTS. 178 THRU 179
FOR -Y7RPB- PROFILE SEE SHT. 178
FOR -Y7RPA- PROFILE SEE SHT. 177
FOR -Y7D- PROFILE SEE SHT. 176
FOR -Y7C- PROFILE SEE SHT. 175
FOR -Y7B- PROFILE SEE SHT. 175
FOR -LRT_SEC2- PROFILE SEE SHTS. 113 THRU 115
FOR -LLT_SEC2- PROFILE SEE SHTS. 113 THRU 115
FOR CROSS SECTION LAYOUT SEE SHT. 2B-2
FOR BRIDGE SKETCH SEE SHE. 2A-5
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
PAVEMENT REMOVAL
TRUCK APRON
ENGINEER
HYDRAULICS
ENGINEER
ROADWAY DESIGN
FROM -SR3- STA. 24+10.00 TO 29+50.00 LT.
ROW REVISION : 8/25/2020 : REVISED PUE ON PARCELS 77, 78, AND 79
29+50.00 LT.
REVISED PUE ON PARCELS 78 & 79 FROM -SR3- STA. 28+75.00 TO
PARCEL 79 FROM -SR3- STA. 29+12.00 TO 29+50.00 LT.
FROM -SR3- STA. 27+90.00 TO 29+12.00 LT. REVISED ROW ON
ROW REVISION : 8/10/2020 : REVISED ROW ON PARCEL 78
EASEMENT FLAG AT -Y7RPA- STA. 23+45.00 RT.
ROW REVISION : 7/2/2020 : REVISED OFFSET REFERENCE FOR
AND COMBINED PARCELS 76 AND 76A.
REMOVED PROPERTY LINE FROM -SR3- STA. 20+34.16 - 23+76.90 LT
ROW REVISION : 6/18/2020 : REVISED PDE ON PARCEL 76.
vvvvvvvvMTL
MTL MTL
MTL
WOODS
WOODSWOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
48" WW W/1SBW
48" WW W/1SBW
1SFD
1SFD
18" RCP
CONC
CONC
CONC
10’ CONC
CAN
MTL
GR
CAN
MTL
POND
48" WW W/1SBW
48" WW W/1SBW
GR
GR1SF S
APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW
18" RCP
30" RCP16’ SOIL16’ SOILWOODS
POSTS
BILLBOARD
ABAND
WOODS
WOODS WOODS
WOODS
PUMP
LP
LP
LP
LPLP
LP
SR 1814 J T MATHEWS RD 17.5’ BST
I-95 NBL VAR BST
42’ BST45’ BST
SR 1814 J T MATTHEWS RD 17’ BST
SR 1856 ELVA WALLACE RD VAR BST
18" RCP24" RCP18" RCP15" RCP 24" RCPDI 24" RCP24" RCPDI 18" RCPFES
FES
FES
FES
FES
DI
FES
FES
FES
147.87I5986-8
BL-202
EIP
SHOWN ON PB 39 PG 23
15’ EASEMENT PER PB 2291 PG 127
EXISTING R/W
EXISTING R/W EXISTING R/W EXISTING R/W
EXISTING R/W300.00’EIP4" PVCCONC PAVED DITCH
MTL
2.14’T
T
WET WELL
HOT BOX
BOX
SPLICE
6
"6"
6"
I5986-8 CONC11.5’S
146.93BASELINE UNKNO
WN
HVAC UNIT
T
W
W
18" RCP18" RCPSEPTIC TANK ACCESS
GV
WMH 8" HDPES
8" HDPE
BOLLARDS
BOLLARDSBOLLARDSBOLLARDS BST
BST
FFE=149.59’18" RCPCLF
CLFCONC PAD
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
PP
PP
PP
I-95 SBL 37’ BST
N 8532’06" E102.52’S 0103’00" E
665.42’
N 46 38’35" E
141.67’N 4718’28" W140.24’S 2014’40" W
344.44’
N 0052’56" E
388.96’
S 3655’54" E
S 8907’03" E
150.44’
N 0052’41" E
140.52’
N 8907’26" W117.73’
N 0052’41" E
244.77’
N 0012’55" E
712.28’
R/W-EIP
3.14’S 3655’54" E366.73’2.14’R/W-EIPDB 9600 PG 375
CAIN, BILLY V & WIFE YVONNE L CAIN
DB 3607 PG 858
CORNETT PROPERTIES LLC
DB 8775 PG 511
PB 57 PG 35
PB 121 PG 70
DB 6166 PG 372
WOOD, EDDIE CALVINWOOD, EDDIE CALVIN
DB 6166 PG 372
PB 121 PG 70
WIFE BETTY H
WOOD, EDDIE C &
DB 7760 PG 413
PB 121 PG 70
DB 8504 PG 727
PB 123 PG 168
WIFE HENREITTA C
BETHEA SR, ROBERT E &
DB 9404 PG 95
PB 43 PG 36
MOORE, ELENE
DB 554 PG 15
CAIN, BILLY V & WIFE YVONNE L CAIN
DB 3607 PG 858
SHELBY MATTHEWS
PRESLER, PRESLER, SHELBY MATTHEWS
DB 9404 PG 95
PB 43 PG 36
BRETT CORY
JOHNSON,
1
1’
1
1’11’11’800’ ACCELERATION LANE.025.02.02.025.02.02.025.02.02.025.02.02PROP. SIGN
.07.06.05.04.03.025+33.56(TYP)
28.57’.02.03.048:1
8:1
PS12’.04.03.02.0311’11’.01.02.02EXIST.TO EXIST.
100’ BLEND
.02.01.00.01.02.0345’
(TYP)
20’48’48’26’PS12’PS12’48’60’26’PS14’+78.3311’11’PROP. TYPE T BARRIER
16’(TYP)
20’
(TYP)
20’
45’
+10.45
R=30’
+15.45
R=30’
+17.87
R=30’
+12.50
R=30’
230’ TAPER LANE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
400+00395+00
-L-
-Y20-
-Y7RPD-
F
-Y7RPD- SC Sta. 12+00.00
PIs Sta 11+33.35
Ls = 200.00’
LT = 133.35’
ST = 66.68’
PROP. CHAIN LINK FENCE
PROP. CHAIN LINK FENCE
-Y7RPD-
-Y7RPD- TS Sta. 10+00.00(61’ RT)
-L- POT Sta. 394+34.95=
-Y7RPA- POT Sta. 10+00.00(61’ LT)
-L- POT Sta. 390+90.00=
30+0025+00
PI Sta 21+51.37
D
L = 557.89’
T = 289.04’
R = 865.00’
DS = 40 MPH
SE = 0.04
DS = 35 MPH
SE = 0.04
-Y20- PC Sta. 18+62.34
-Y20- PT Sta. 24+20.23
GREU TL-3
CAT-1
-Y20- PC Sta. 30+91.66
PI Sta 32+14.20
D
L = 235.73’
T = 122.53’
R = 350.00’
-SR3- PT Sta. 30+21.88
30+00
-SR3- PC Sta. 32+80.44
35+00
-SR3- Sta. 36+00.00
END CONSTRUCTION
-SR3- POT Sta. 36+10.00
-SR3- PT Sta. 35+81.41
-SR3-
DS = 40 MPH
SE = 0.03
PI Sta 27+47.76
L = 555.94’
D
T = 281.82’
R = 1,375.00’
DS = 40 MPH
SE = NC
PI Sta 34+30.97
D
L = 300.98’
T = 150.54’
R = 4,770.00’
20+00
-SR3-
-Y20-
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
D
PI Sta 15+63.79
D
L = 721.06’
T = 363.79’
R = 2,200.00’
DS = 65 MPH
SE = 0.07
82’90
79
86
87
78
117’88
85 89
115.00’
+00.00
125.00’
+00.00
;
;;
;
105.00’
+24.46 -L-
20.00’
+91.66 -L-
45.00’
+00.00
60.00’
EX.R/W
+00.00 -SR3-
65.00’
50.00’
+00.00 -Y20-
65.00’
+20.23 -Y20-
65.00’
+91.66 -Y20-
60.00’
+80.44 -SR3-
BEGIN GLARE SCREEN
20.00’
+72.64 -Y7RPD-
BEGIN CHAIN LINK FENCE
END WW FENCE
75.00’
+75.00 -Y20-
65.00’
+30.00 -Y20-
380.00’
+00.00 -Y20-
105.00’
+35.00 -Y20-
73.22’
+60.00 -Y20-
102.49’
65.00’
+00.00 -Y20-
376.00’
+95.00 -Y20-
65.00’
+15.00 -Y20-
80.00’
+55.00 -Y20-
95.00’
69.07’
+50.00 -SR3-
+40.03
180.00’
EX.R/W
+05.00
95.00’
65.37’
+63.00 -SR3-
104.24’
+25.45
104.35’
+98.75
105.73’
+87.99
35.00’
+90.00 -SR3-
35.00’
+21.88 -SR3-
70.00’
60.02’
+15.00 -SR3-
70.00’
60.93’
+40.00 -SR3-
C C
F
C
C
CC
C
CC
C
C
C
F
C C
F
F
F
F
F
F
FFF
C
C
C
C
F
16 SY GEOTEXTILE
5 TONS CL B RIP RAP
3 0 " RCP -IV
30" RCP-IV REMOVEP
P
P
P
P
P
REMOVE
REMOVE DI
REMOVE DI
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVEJB w/MH
3306
2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIA-WSF
3303
3304
3302
3301
SEE DETAIL G
MEDIAN DITCH
SEE DETAIL B
SPECIAL CUT DITCH
3307
PIPE
REMOVE 75’RETAI NSEE DETAIL K
LATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL G
MEDIAN DITCH
30" RCP-III
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL P
LATERAL BASE DITCH
SEE DETAIL V
SP. CUT BASE DITCH
SEE DETAIL V
SP. CUT BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
3308
18" RCP-III
10 SY GEOTEXTILE
3 TONS CL B RIP RAP
3309
REMOVE
REMOVE
RETAIN
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
15" RCP-III RETAIN7 SY GEOTEXTILE
2 TONS CL B RIP RAP
3310
JB W/MH
SEE DETAIL C
SP. LATERAL BASE DITCH
15" RCP-III
10 SY GEOTEXTILE
3 TONS CL B RIP RAP
21 SY GEOTEXTILE
8 TONS CL B RIP RAP
3305
15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
18"
3311 3312
FS
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh33.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
33
MATCHLINE -L- STA. 402+00.00 SEE SHEET 34SEE SHEET 32MATCHLINE -L- STA. 390+00.00I-5986A
SEE SHEET 32-SR3- STA. 29+50.00MATCHLINESEE SHEET 32-Y20- STA. 20+00.00MATCHLINESEE SHEET 34-Y20- STA. 32+00.00MATCHLINEFOR -SR3- PROFILE SEE SHT. 182
FOR -Y20- PROFILE SEE SHT. 181
FOR -Y7RPD- PROFILE SEE SHT. 179
FOR -Y7RPA- PROFILE SEE SHT. 177
FOR -LRT_SEC2- PROFILE SEE SHTS. 115 THRU 116
FOR -LLT_SEC2- PROFILE SEE SHTS. 115 THRU 116
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
35.00’
30.00’
+91.66
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
v
vWOODS
WOODS
WOODS
48" WW W/1SBW48" WW W/1SBW
48" WW W/1SBW
MTLMTLMTL
13.5’ SOIL
BILLBOARDBILLBOARDPIPE OVERGROWN48" WW W/1SBW
APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW
WOODS
I-95 SBL 37’ BSTI-95 SBL 37’ BST
I-95 NBL 37’ BSTI-95 NBL 37’ BST
SR 1814 J T MATTHEWS RD 18’ BSTSR 1856 ELVA WALLACE RD 17’ BST
10.5’ BST
10’ BST
3’ BST
3.5’ BST
18" RCP18" RCP18" RCP18" RCP18" RCPDI
FES
FES
FES
FES
FES
FES
DI
DI
FES
18" RCPBL-203
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
60.00’220.00’EXISTING R/W60.00’
60.00’
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
220.00’CONC PAVED DITCHCONC PAVED DITCHCONC PAVED DITCH
HHHH
HANDHOLE
TRAFFIC SIGNAL
METER
ELECTRIC
6"6"
(TS)
BM #53
S 8841’30" W
431.19’N
7
5
0
0’
0
0
" W17
2.
5
8’
S
7
5
0
0’
0
0
"
E
7
11.
6
2’
N 1917’31" E
1796.97’42.62’N 8841’30" E
MOORE, ELENE
DB 554 PG 15
DB 2254 PG 152
MOORE, ELENE
DB 554 PG 15
CAIN, BILLY V & WIFE YVONNE L CAIN
DB 3607 PG 858
CAIN, BILLY V & WIFE YVONNE L CAIN
DB 3607 PG 858
DB 9634 PG 854
WIFE BETTY H
MOORE, RONALD C &
DB 2254 PG 152
WIFE BETTY H
MOORE, RONALD C &
WIFE BETTY H
MOORE, RONALD C &
MOORE, ELENE
DB 554 PG 15
WIFE HENREITTA C
BETHEA SR, ROBERT E &
DB 8504 PG 727
PB 123 PG 168
WIFE HENREITTA C
BETHEA SR, ROBERT E &
DB 8504 PG 727
PB 123 PG 168
300’ TAPER LANEPS12’.025.02.02.025.02.02.025.02.02.025.02.0211’11’TO EXIST.
50’ BLEND .05.04.03.04PS12’26’48’60’PS12’48’26’48’48’PS12’PROP. TYPE T BARRIER
LANE
ACCELERATION
800’+34.95Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SEE DETAIL B
SP. CUT DITCH
HW 2@48" RCP-IV48" RCP-IV48" RCP-IV48" RCP-IV48" RCP-IVHW
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
P
P
P
P
& 10’ PIPE
REMOVE DI
P
P
& 11’ PIPE
REMOVE DI
2GIA-WSF
2GIA-WSF
2GIB-WSF
3404
3408
3410
3411
P
P
3412
75 SY GEOTEXTILE
40 TONS CL I RIP RAP
3409
3406
89 SY GEOTEXTILE
48 TONS CL I RIP RAP
3407 3405
3403
3402
P
P
2GIB-WSF
2GIB-WSF
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL V
SP. CUT BASE DITCH
SEE DETAIL N
SP. CUT BASE DITCH
SEE DETAIL W
STANDARD BASE DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL P
LATERAL BASE DITCH
SEE DETAIL D
LATERAL BASE DITCH SEE DETAIL B
SPECIAL CUT DITCH
-WSF
2GIA
DETAIL W
DITCH SEE
STANDARD BASE
SEE DETAIL B
SPECIAL CUT DITCH48" RCP-III3413
15" RCP-IV 15" RCP-IV15" RCP-IV
FSRETAINFS
90
92
140’93
91
94
;;
;;
;
140.00’
+40.00
20.00’
+00.00 -Y20-
END GLARE SCREEN
BEGIN WW FENCE
END CHAIN LINK FENCE
175.86’
+19.62 -L-140’140.00’
+26.55
BEGIN WW FENCE
END GLARE SCREEN
END CHAIN LINK FENCE
345.00’
+47.00
345.00’
+68.00
MILE MARKER 61.6
-L- STATION 405+00 RT
IMPACTED BILLBOARD
MILE MARKER 61.6
-L- STATION 406+00 LT
IMPACTED BILLBOARD
160.00’
175.00’
+05.00
175.00’
+84.86 160.00’
+60.00 160.00’
+20.00
75.0000
+65.00 -Y20-
EX.R/W
+65.00 -Y20-
89.60’
+55.00 -Y20-
40.45’
EX.R/W
+42.00 -Y20-
92A
107.62’
+45.86;
;
F
C
C
C
C
CC
C
C
C
C
C
CFC
CF
C
C
F
C
405+00 410+00
415+00-L-
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-Y20-
-Y20- PCC Sta. 33+27.40
PI Sta 33+74.76
D
L = 93.18’
T = 47.37’
R = 210.00’
-Y20- PT Sta. 34+20.57
DS = 25 MPH
SE = 0.04
-Y20-
DS = 35 MPH
SE = 0.04
PI Sta 32+14.20
D
L = 235.73’
T = 122.53’
R = 350.00’
-Y20- Sta. 33+42.00
CONSTRUCTION
END
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
NAD 83/ NA 2011 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh34.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
34
MATCHLINE -L- STA. 402+00.00 SEE SHEET 33MATCHLINE -L- STA. 415+00.00 SEE SHEET 35I-5986A
FOR -Y20- PROFILE SEE SHT. 181
FOR -LRT_SEC2- PROFILE SEE SHT. 116
FOR -LLT_SEC2- PROFILE SEE SHT. 116SEE SHEET 33-Y20- STA. 32+00.00MATCHLINEwww.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
48" WW W/1SBW48" WW W/1SBW48" WW W/1SBW48" WW W/1SBW
MTLMTL
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10.5’ BST
3’ BST
3.5’ BST
10’ BST
DI18" RCP18" RCP60" RCPDI
FES
FES
DI
2
4"
R
C
P
BL-204
(TYP)
GRAIN SILO
MTL
48" WW W/1SBW
EXISTING R/W
EXISTING R/W220.00’CONC PAVED DITCH
CONC PAVED DITCH
METER
ELECTRIC
S 0052’09" W
997.17’
N 0052’09" E
842.57’
DB 2254 PG 152
DB 4971 PG 441
WIFE BETTY H
MOORE, RONALD C &
DB 4971 PG 441
WIFE BETTY H
MOORE, RONALD C &
WIFE BETTY H
MOORE, RONALD C &
DB 2254 PG 152
WIFE BETTY H
MOORE, RONALD C &
STARLING-WHITE, JESSIE
DB 3030 PG 293.025.02.02.025.02.02.025.02.02.025.02.028:18:1
PROP. SIGN
PS12’48’26’PS12’PS12’48’48’26’48’PS12’PROP. TYPE T BARRIER PS14’8:1 8:1
PS14’TO 422+38.00
STA.419+50.00
PROP. SBG
TO 425+65.00
STA.422+00.00
PROP. SBG
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
415+00
420+00 425+00
-L-
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
GREU TL-3
CAT-1
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
GREU TL-3 CAT-1PROP. SBG
PROP. SBG PROP. SBG
F
F
C
C
C
F
F
C C
F
F F
C
F
FFC140’140’92
BEGIN WW FENCE
END WW FENCE
END WW FENCE
BEGIN WW FENCE
94
140.00’
+00.00
140.00’
+00.00
92
94
96
205.00’
140.00’
+80.00
205.00’
140.00’
+00.00
;
;
;
;
200.00’
160.00’
140.00’
+60.00
200.00’
160.00’
140.00’
+60.00
160.00’
154.00’
+90.00
160.00’
154.00’
+25.00
140.00’
+50.00
160.00’
+50.00140.00’
+45.0012’x6’ RCBCP
REMOVE
REMOVE DI
SEE DETAIL B
SP. CUT DITCH
SEE DETAIL C
SP. LAT. BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
18" RCP-IV 15" RCP-IV 2GIB-WSF3505
35022GIB-WSF
35012GIA-WSF
10 SY GEOTEXTILE
3 TON CL B RIP RAP
3508
2GIA-WSF
3506
3507 2GIB-WSF
SEE DETAIL H
TOE PROTECTION
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL AF
SP. LAT. BASE DITCH
OF 18" RCP
REMOVE 10’
OF 24" RCP
REMOVE 10’
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
TRANSITION
LINE CUT/FILL
15" RCP-IV 15" RCP-IV
24" RCP-IV24" RCP-IV 24" RCP-IV
3510 2GIB-WSF
2GIB-WSF3511
15" RCP-III
3513
3512
W/ 5 SY GEO FAB
1 TON CL B RIP RAP
W/ 5 SY GEO FAB
1 TON CL B RIP RAP
15" RCP-III
NAD 83/ NA 2011
35
MATCHLINE -L- STA. 415+00.00 SEE SHEET 34MATCHLINE -L- STA. 428+00.00 SEE SHEET 36I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh35.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -LRT_SEC2- PROFILE SEE SHT. 117
FOR -LLT_SEC2- PROFILE SEE SHT. 117
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW BILLBOARDMTL MTL MTL
POND
POND
I-95 SBL 37’ BST
I-95 NBL 37’ BST 24" RCP24" RCP18"
R
C
P
FES
CONC HW
18"
R
C
P
DI
FES
FES
DI
2
4"
R
C
P
BL-205
48" WW W/1SBW
48" WW W/1SBW
EXISTING R/W
EXISTING R/W
148.80R/R RAIL
220.00’E IP
CONC PAVED DITCHCONC PAVED DITCH
CONC PAVED DITCH
BM #54
BILLBOARDN
7
2
3
4’4
6" E5
6
3.8
5’N 1133’25" W747.94’S 8955’10" W716.17’
S 0035’52" E1849.48’
MOORE, RONALD C & WIFE BETTY H
DB 9634 PG 854
DB 4971 PG 441
MOORE, RONALD C & WIFE BETTY H
MOORE, RONALD C & WIFE BETTY H
DB 9634 PG 854
DB 4971 PG 441
MOORE, RONALD C & WIFE BETTY H
DB 4971 PG 441
WIFE BETTY H
MOORE, RONALD C &
DB 2540 PG 241
BELL, MARIE W
BELL, MARIE W
DB 5432 PG 611
STARLING-WHITE, JESSIE
DB 3030 PG 293.025.02.02.025.02.02.025.02.02.025.02.02PS12’48’26’PS12’PS12’48’48’26’48’PS12’PROP. TYPE T BARRIER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
430+00 435+00 440+00
-L-
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVE DI
P
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
P
P
FILL
W/ FLOWABLE
PLUG & FILL
P
REMOVE DI
SEE DETAIL Z
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
2GIA-WSF3602
2GIB-WSF3601
2GIA-WSF3603
2GIB-WSF3604
2GIB-WSF3606
2GIB-WSF3605
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
FILL
W/ FLOWABLE
PLUG & FILL
OF 24" RCP
REMOVE 10’
OF 24" RCP
REMOVE 10’
OF 24" RCP
REMOVE 10’
OF 18" RCP
REMOVE 10’
OF 18" RCP
REMOVE 10’
SEE DETAIL H
TOE PROTECTION
15" RCP-IV
15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
15" RCP-IV
24" RCP-IV 140’140’140.00’
+00.00
92
92
94
95
96
97
;
;
;
;
MILE MARKER 62.2
-L- STATION 435+00 LT
IMPACTED BILLBOARD
MILE MARKER 62.3
-L- STATION 441+15 RT
IMPACTED BILLBOARD
140.00’
110.00’
+00.00
140.00’
110.00’
+80.00
140.00’
125.00’
+70.00
140.00’
125.00’
+50.00
C
F
F F
C
F
C
C C
F
F F
C
F
C
F
C
C
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh36.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
36
MATCHLINE -L- STA. 428+00.00 SEE SHEET 35MATCHLINE -L- STA. 442+00.00 SEE SHEET 37FOR -LRT_SEC2- PROFILE SEE SHTS. 117 THRU 118
FOR -LLT_SEC2- PROFILE SEE SHTS. 117 THRU 118
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
48" WW W/1SBW48" WW W/1SBW48" WW W/1SBW48" WW W/1SBW
MTL MTL MTLMTL
48" WW W/1SBW
MTL
48" WW W/1SBW
I-95 SBL 37’ BSTI-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 NBL 37’ BST
10.5’ BST
3’ BST
3.5’ BST
10’ BST
18
" RCP
1
8
" RCP24" RCPDI
DI
DI
FES
WP
WP
S
BL-206
167.73
162.64
EXISTING R/W220.00’EIP
EXISTING R/W
EXISTING R/W EXISTING R/W
CONC PAVED DITCH
CONC PAVED DITCHCONC PAVED DITCH
EIP
S 0149’56" E
316.50’
S 0059’58" W
323.40’S 6601’12" W17.25’
206.71’S 6236’00" E442.38’R/W-EI
P0.21’
BELL, MARIE W
DB 5432 PG 611
DB 2540 PG 241
BELL, MARIE W
BELL, MARIE W
DB 5432 PG 611
BELL, MARIE W
DB 5432 PG 611
DB 5432 PG 611
BELL, MARIE W.025.02.02.025.02.02.025.02.02.025.02.028:1
PROP. SIGN
PS14’48’26’PS12’PS12’48’48’26’PS12’48’PROP. TYPE T BARRIER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
445+00 450+00 455+00
-L-
CAT-1
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE GREU TL-3
FILL
W/ FLOWABLE
PLUG & FILL
P
REMOVE DI
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVE DI
REMOVE DIREMOVESEE DETAIL C
SP. LAT BASE DITCH
2GIB-WSF3705
2GIB-WSF3706
4GI
2GIB-WSF 3702
2GIB-WSF 3701 15" RCP-IV 15" RCP-IV 3703
3704
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL B
SP. CUT DITCH
OF 18" RCP
REMOVE 10’
OF 18" RCP
REMOVE 10’
28 SY GEOTEXTILE
11 TON CL B RIP RAP
15" RCP-IV
15" RCP-IV
15" RCP-IV36" RCP-IIIF
F
C C
CC
C
C
C
C
FF
C
C
C
C
140’140’140.00’
+00.00
140.00’
+00.00
175.00’
140.00’
+00.00
95
95
97
97175’160.00’
140.00’
+90.00
160.00’
140.00’
+50.00
;
;
;
;
180.00’
160.00’
+30.00
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh37.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
37
MATCHLINE -L- STA. 442+00.00 SEE SHEET 36MATCHLINE -L- STA. 456+00.00 SEE SHEET 38FOR -LRT_SEC2- PROFILE SEE SHTS. 118 THRU 119
FOR -LLT_SEC2- PROFILE SEE SHTS. 118 THRU 119
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
48" WW W/1SBW 48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW48" WW W/1SBW
MTL MTL
MTL
MTL
C O N C B R IDGE
MTL
MTL
MTL
MTL
MTL
MTLMTLMTL
MTL
1SFD
CANMTL
36" SBW
50" WD
MTL
MTL
I-95 SBL 37’ BST
I-95 NBL 37’ BST
SR 1813 PER C Y STR ICKLA N D 20’ B ST
36" C&G36" C&G
36" C &G30" C&G
CONC
CONC
10.5’ BST
3’ BST
3.5’ BST
10’ BST
18" RCP
INV=166.41’
TOP=168.82’
15" CMP
15" RCP
INV=166.15’
CB
CB
C BCB
15" C
MP4" HDPEDI
4"
H
DPEHWCONC
HW
CONC
HW
CONC
BL-207
BY2-239
BY2-240
H WC O N CHWCONC HWCONCHWCONCEIP EIP
EXISTING R/W
220.00’EIP
EXISTING R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
30’ EASEMENT FOR INGRESS/EGRESS
100.00’
EXISTING R/W
CONC PAVED DITCH
R/W MON
B R IDGE #2
T
TSR 1813 PERCY STRICKLAND 22’ BST
BM #523
BM #55
S 0240’02" E
206.71’S 4231’24" E951.08’S 5403’37" E2167.98’0.18’
0.24’
R/W-EIP
R/W-EIP
R/W MON-COR
0.31’N 5059’25" W545.60’R/W-EIP
0.19’S 4223’09" E525.36’BELL, MARIE W
DB 2540 PG 241
& WIFE KYOUNG POWER
LAMM, KENNETH &
DB 9697 PG 116
PB 139 PG 130
& WIFE KYOUNG POWER
LAMM, KENNETH &
DB 9697 PG 116
PB 139 PG 130
FISHER, DORIS JEAN
DB 3626 PG 803
PB 35 PG 13
BELL, MARIE W
DB 5432 PG 611
BELL, MARIE W
DB 5432 PG 611
PB 85 PG 175
WILLIAMS, R K
DB 5520 PG 288
PB 35 PG 13
BELL, MARIE W
DB 5432 PG 611
BELL, MARIE W
DB 5432 PG 611
BELL, MARIE W
DB 5432 PG 611
DB 5432 PG 611
BELL, MARIE W8:1 8:1
8:1 PS12’PS12’26’.025.02.02.025.02.02.025.02.02.025.02.028:1 PS8’11’11’
PS8’.04.03.02
.02.01.00.01.02
P
S
8’
11’
11’
11’PS8’
11’
PS8’.02
12’PS12’PS12’48’48’48’48’TO 22+92.11
STA. 18+00.00
PROP. SBG
TO 22+64.34
STA. 17+00.00
PROP. SBG
TO 29+50.00
STA. 25+38.13
PROP. SBG
TO 25+48.46
STA. 25+10.37
PROP. SBG
(T YP )25’+98.46
(T YP )2 5 ’
PROP. TYPE T BARRIER PS14’PS14’ROADWAY
CLEAR
38’-0"
+76.54 .02.01.01.00.02.0211’11’8’
8’
26’+52.50(TYP)
15’
-L- STA. 462+89.18
BEGIN CONCRETE BARRIER
BEGIN MSE WALL
-L- STA. 464+34.04
END CONCRETE BARRIER
END MSE WALL
-L- STA. 461+31.40
BEGIN CONCRETE BARRIER
BEGIN MSE WALL
-L- STA. 462+80.26
END CONCRETE BARRIER
END MSE WALL
AT OVERPASS
MEDIAN BARRIER TRANSITION AT OVERPASS
MEDIAN BARRIER TRANSITION
BETWEEN BARRIERS
FILL AND CAP AREA
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
460+00 465+00
B-77
B-77GREU TL-3
GREU TL-3
-L-
GREU TL-3
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-L- POT Sta. 462+84.22
-Y8- POT Sta. 24+01.24
GREU TL-3
B-77B-7 7 P ROP . S BGB-77B-77
-Y8- PC Sta. 25+48.46
-Y8-
PI Sta 29+50.92
D
T = 402.46’
R = 1,190.00’
DS = 55 MPH
PI Sta 19+45.75
D
L = 611.83’
T = 306.04’
R = 8,650.00’
DS = 55 MPH
470+00470+00
-SR5A-
-SR5A- PC Sta. 14+97.07
R = 535.00’
PI Sta 17+29.03
L = 438.92’
T = 232.66’
D
DS = 40 MPH
SE = 0.04
-SR5A- PT Sta. 19+36.00
D
PRO P. SBG
PROP. SBG
P ROP . S BG-SR5A-
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
20+00
2 5 +0 0
30+00
-Y8- PT Sta. 22+51.54
15+00
20+00
-SR5A- POT Sta. 22+00.00
-SR5A- POT Sta. 20+60.00
END CONSTRUCTION
GREU TL-3
GREU TL-3
WOVEN WIRE FENCE
TIE TO EXISTING
REMOVE EXISTING FENCE
RETAIN EXIST. FENCE
L = 776.18
SE = 0.04SE = NC
PROP. WOVEN WIRE FENCE
C C
C
C
C
CC
F
C
F
C
C
C
C
CCF
F
C
C
C
C
C
F
C C
C
C
F
F
F
F
F
F
C175’100’
100
101
END WW FENCE
TIE TO BRIDGE
TIE TO BRIDGE
BEGIN WW FENCE
TIE TO BRIDGE
END WW FENCE
TIE TO BRIDGE
BEGIN WW FENCE
95
95
97
97
98
99
175.00’
+69.49
END FENCE
END C/A
100.00’
+10.11
BEGIN FENCE
BEGIN C/A
110.00’
+10.00
140.00’
+70.00
160.00’
+90.00 160.00’
+85.00
140.00’
+70.00
150.00’
+15.00 -Y8-
BEGIN WW. FENCE
BEGIN C/A
80.00’
+00.00 -Y8-
100.00’
+50.00 -Y8-
+85.00 -Y8-
80.00’
;;
;;
180.00’
160.00’
+30.00
212.08’
+05.00
180.00’
+15.00
234.66’
+87.46 -Y8-
85.75’
+59.83 -Y8-
60.67’
+85.00 -Y8-160’175.00’
120.00’
95.00’
+50.00 -Y8-
160.00’
140.00’
+60.00
165.00’
+30.00
120.00’
98.66’
+85.00 -Y8-
101A
150.00’
EX.R/W
+35.00
190.00’
160.00’
EX.R/W
+00.00
158.93’
+75.00
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh38.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
38
MATCHLINE -L- STA. 456+00.00 SEE SHEET 37MATCHLINE -L- STA. 470+00.00 SEE SHEET 39ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,200
56,100
73,200
56,100I-95 I-95
100
100
100
100
(SR 1813)
PERCY STRICKLAND ROAD
(SR 1813)
PERCY STRICKLAND ROAD
I-5986A
S
E
E
S
HE
E
T 7
6
A-Y8-
S
T
A. 3
0
+
0
0.0
0MATCHLINE
SEE SHEET 76
-SR5A- STA. 13+28.42
-Y8- STA. 19+50.00 & MATCHLINE
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -SR5B- PROFILE SEE SHT. 183
FOR -SR5A- PROFILE SEE SHT. 183
FOR -Y8- PROFILE SEE SHT. 180
FOR -LRT_SEC2- PROFILE SEE SHTS. 119 THRU 120
FOR -LLT_SEC2- PROFILE SEE SHTS. 119 THRU 120
FOR DITCH DETAILS SEE SHTS. 2D-3 AND 2D-4
FOR CROSS SECTION LAYOUT SEE SHT. 2B-3
FOR BRIDGE SKETCH SEE SHT. 2A-7
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVE DI
3816
2GIB-WSF
2GIA-WSF3817 3818
3819
4GI
3820
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
3808
2GIB-WSF3802
2GIB-WSF3803
3809
4GI
3805
3806
3807
2GIA-WSF
SEE DETAIL F
SP. CUT BASE DITCH
RE
MO
VE
REMOVE CB
RE
MO
VE
REMOVE CB
3824
3823
3822
2GIB-WSF
2GIB-WSF
15" R C P-III 1
5" RCP-III
3821
2GIB-WSF
SEE DETAIL ASP. LAT V DITCH
11 SY GEOTEXTILE3 TON CL B RIP RAP
2
4
" RCP-I
VSEE DETAIL I
STD. BASE DITCH
SEE DETAIL U
SP. CUT DITCH
SEE DETAIL U
SP. CUT DITCH
2 ELBOWS1
5" CSPJB w/MH
JB w/MH
2 ELB
O
WS
15" CSP
REMOVE CB
RE
MO
VE
REMOVE CBREMOVE
SEE DETAIL K
LAT V DITCH
3825
2GIB-NSF
3827
14 SY GEOTEXTILE
5 TON CL B RIP RAP
3
6" RCP-III 30" RCP-III
JB w/MH
18" RCP-IV 36" RCP-III36" RCP-III30 SY GEOTEXTILE
15 TON CL I RIP RAP
2
E
L
B
O
WS
15"
C
S
P
36" RCP-III 36" RCP-III
36" RCP-III36" RCP-III36" RCP-III
30 SY GEOTEXTILE
15 TON CL I RIP RAP
7 SY GEOTEXTILE
2 TON CL B RIP RAP
3826
GEOTEXTILE
5 SY
B RIP RAP
1 TON CL
SEE DETAIL U
SP. CUT DITCH
10 SY GEOTEXTILE
RIP RAP3 TON CL B
15" RCP-IV
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh38.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
38
MATCHLINE -L- STA. 456+00.00 SEE SHEET 37MATCHLINE -L- STA. 470+00.00 SEE SHEET 39ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,200
56,100
73,200
56,100I-95 I-95
100
100
100
100
(SR 1813)
PERCY STRICKLAND ROAD
(SR 1813)
PERCY STRICKLAND ROAD
I-5986A
S
E
E
S
HE
E
T 7
6
A-Y8-
S
T
A. 3
0
+
0
0.0
0MATCHLINE
SEE SHEET 76
-SR5A- STA. 13+28.42
-Y8- STA. 19+50.00 & MATCHLINE
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -SR5B- PROFILE SEE SHT. 183
FOR -SR5A- PROFILE SEE SHT. 183
FOR -Y8- PROFILE SEE SHT. 180
FOR -LRT_SEC2- PROFILE SEE SHTS. 119 THRU 120
FOR -LLT_SEC2- PROFILE SEE SHTS. 119 THRU 120
FOR DITCH DETAILS SEE SHTS. 2D-3 AND 2D-4
FOR CROSS SECTION LAYOUT SEE SHT. 2B-3
FOR BRIDGE SKETCH SEE SHT. 2A-7
48" WW W/1SBW
MTLMTLMTL
9’ GR/SOILSR 1860 GORDON WILLIAMS DR 12’ GR/SOIL SR 1860 GORDON WILLIAMS DR 10.5’ GR/SOILBILLBOARD 48" WW W/1SBW
48" WW W/1SBW
I-95 SBL 37’ BST
I-95 NBL 37’ BST18" RCP18" RCPFES
FES
DI
220.00’EIPEIP
EXISTING R/W
CONC PAVED DITCH
PIPE
GAS VENT
GTS
METER
ELECTRIC
BOX
PROTECTION
CATHODIC CATHODICCATHODICC
AT
H
O
DIC10"10"
N 2814’39" E
N 2814’39" E
N 5348’03" W256.07’N 5346’14" W455.12’N 5640’45" W368.68’R/W-EIP0.13’R/W-EIP
0.18’BELL, MARIE WILLIAMSDB 6875 PG 337DB 5676 PG 127
BELL, MARIE W
WILLIAMS, R K
DB 5520 PG 288
PB 35 PG 13 DB 5676 PG 127BELL, MARIE WBELL, MARIE W
DB 5676 PG 127
HALL, LAURA W
DB 8806 PG 852
BELL, MARIE W
DB 5432 PG 611
PB 85 PG 175
PS12’PS12’26’
26’.025.02.02.025.02.02.025.02.02.025.02.02PS12’PS12’48’48’48’48’PROP. TYPE T BARRIER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
475+00
-L-
PROP. WOVEN WIRE FENCE
470+00 480+00480+00
RETAIN EXISTING FENCE
REMOVE EXISTING FENCE
-SR5A- POT Sta. 22+00.00
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
P
P
P
P
3902
7 SY GEOTEXTILE
2 TON CL B RIP RAP
2GIB-WSF3901
SEE DETAIL D
LAT BASE DITCH
SEE DETAIL B
SP. CUT DITCH
15" RCP-IV FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL B
SP. CUT DITCH
OF 18" RCP
REMOVE 10’
OF 18" RCP
REMOVE 10’
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh39.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
39
MATCHLINE -L- STA. 470+00.00 SEE SHEET 38MATCHLINE -L- STA. 480+00.00 SEE SHEET 40I-5986A
NAD 83/ NA 2011
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
FOR -LRT_SEC2- PROFILE SEE SHTS. 120 THRU 121
FOR -LLT_SEC2- PROFILE SEE SHTS. 120 THRU 121
F F
CC
CC
C
C C
C
C
C
C
F 140’104
EXISTING104
103
140.00’
+20.0098
;
;
;
MILE MARKER 63.0
-L- STATION 476+50 LT
IMPACTED BILLBOARD
101A
180.00’
+40.00
235.00’
+99.32
185.00’
+95.20
145.00’
+55.00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh39.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
39
MATCHLINE -L- STA. 470+00.00 SEE SHEET 38MATCHLINE -L- STA. 480+00.00 SEE SHEET 40I-5986A
NAD 83/ NA 2011
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
FOR -LRT_SEC2- PROFILE SEE SHTS. 120 THRU 121
FOR -LLT_SEC2- PROFILE SEE SHTS. 120 THRU 121
MTL
MTL
8’ GR
14.5’ GR/SOILSR 1860 GORDON WILLIAMS DR48" WW W/1SBW 48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW
LP
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10.5’ BST
10’ BST
3.5’ BST
3’ BST
18" RCPFES
DI
174.20
I5986-9
220.00’EIPEIP
EXISTING R/W
EXISTING R/W
CONC PAVED DITCH
BM #56
8’ GR N 5937’35" W1281.89’N 6142’56" W298.27’S 6150’21" EN 5351’38" W383.11’S 5349’21" E1179.55’N 4042’26" E
30.12’
N 4042’26" E
268.58’R/W-EIP0.67’R/W-EI
P0.21’
& WIFE TAMMY P
WILLIAMS, ROBERT KEVIN
DB 7007 PG 11
MERCADO, ENEIDA
DB 8296 PG 316
PB 125 PG 112
MCCOLLUM, JOHN C & HOLY
DB 8291 PG 677
PB 82 PG 181DB 5676 PG 127BELL, MARIE WBELL, MARIE W
DB 5676 PG 127
ENCROACHMENT OFF PB 125 PG 112
DB 6903 PG 118
& WIFE TAMMY P
WILLIAMS, ROBERT KEVIN
DB 7007 PG 11PS12’PS14’PS12’26’26’.025.02.02.025.02.02.025.02.02.025.02.02PS12’48’48’48’48’PROP. TYPE T BARRIER
8:1
TO 500+05.00
STA.488+50.00
PROP. SBG
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
485+00 490+00
-L-
480+00480+00
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
GREU TL-3
RETAIN EXISTING FENCE
PROP. SBG
REMOVE DI
P
P
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
P
P
FILL
W/ FLOWABLE
PLUG & FILL
2GIB-WSF40012GIB-WSF4002
4003 10 SY GEOTEXTILE
3 TON CL B RIP RAP
SEE DETAIL B
SP. CUT DITCH
2GIB-WSF4004
18" RCP-IV SEE DETAIL B
SP. CUT DITCH
OF 18" RCP
REMOVE 10’
GRADE TO DRAIN
DRAIN POND AND
SEE DETAIL AL
SP. CUT DITCH
15" RCP-IV
15" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
140’106
107
108
109
104
EXISTING110
180.00’
160.33’
+40.00
;
;;
;
150.00’
140.000’
+55.00 160.00’
+00.00
115.00’
+00.00
EX.R/W
+00.00
C
CC
C
CCCC
CC
C
NAD 83/ NA 2011
40
MATCHLINE -L- STA. 480+00.00 SEE SHEET 39MATCHLINE -L- STA. 492+00.00 SEE SHEET 41I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh40.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH FOR -LRT_SEC2- PROFILE SEE SHTS. 121 THRU 122
FOR -LLT_SEC2- PROFILE SEE SHTS. 121 THRU 122
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
MTL MTL
8’ GR 8’ GR
6.5’ GR
48" WW W/1SBW 48" WW W/1SBW
48" WW W/1SBW48" WW W/1SBW
60" CHL W/3SBW
POND
LP
BILLBOARDMTLBILLBOARD48" WW
WOODS
WOODS
APPROX 48" WW W/1SBW
I-95 SBL 37’ BSTI-95 SBL 37’ BST
I-95 NBL 37’ BSTI-95 NBL 37’ BST
10.5’ BST
3’ BST
4’ BST
10’ BST 30" R
CP
30" RCP
30" R
CP
FES
TOP=171.57’
DI
DITOP=173.26’
FES
FES
172.40
I5986-10
EXISTING R/W 30’ EGRESS/
I
NGRESS PER PB 137 PG 110220.00’EXISTING R/W
EXISTING R/W
CONC PAVED DITCH
CONC PAVED DITCH
METER
ELECTRIC
8’ GRN 6215’54" W55.81’N 6215’54" W108.39’
N 2744’04" E
60.00’N 6215’56" W69.77’
N 4040’31" E
31.60’
N 4040’31" E
281.81’
N 4051’39" E
178.39’N 6740’24" W201.79’S 6150’21" E1592.52’S 6739’34" E2600.75’
N 4302’42" E
100.00’S 4657’18" E109.56’S 4657’18" E113.41’N 6739’34" W169.55’
N 4042’26" E
268.58’
N 4040’31" EN 6142’56" W298.95’
MCCOLLUM, JOHN C & HOLY
DB 8291 PG 677
PB 82 PG 181
FOUNDATION FOR FEEDING HUNGRY
DB 9216 PG 286
PB 137 PG 110
PB 137 PG 110
DB 10113 PG 561
SHIVA REAL ESTATE LLC
PB 137 PG 130
DB 9856 PG 712
NORTH CAROLINA DIVISION SONS
DB 5676 PG 127
BELL, MARIE W
& WIFE TAMMY P
WILLIAMS, ROBERT KEVIN
DB 7007 PG 11
WILLIAMS, DOROTHY R
DB 2544 PG 143
PB 137 PG 130
LIFE ESTATE
MARIAN J COOPER
DB 8461 PG 841PS14’PS12’PS12’26’26’.025.02.02.025.02.02.025.02.02.025.02.02PS12’48’48’48’48’PROP. TYPE T BARRIER
8:1
8’8’STA.488+50.00 TO 500+05.00
PROP. SBG
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
495+00 500+00
-L-
PROP. WOVEN WIRE FENCE
505+00505+00
REMOVE EXISTING FENCE
RETAIN EXISTING FENCE
CAT-1
10+00 15+00
PI Sta 16+73.39
L = 227.09’
T = 113.56’
R = 7,200.00’
D
PI Sta 15+00.46
L = 118.76’
T = 59.38’
R = 3,500.00’
D
PI Sta 12+20.92
L = 142.20’
T = 71.10’
R = 20,000.00’
D
-SR5B- POT Sta. 10+00.00
-SR5B- PC Sta. 11+49.83 -SR5B- PT Sta. 12+92.02
-SR5B- PC Sta. 14+41.08
-SR5B- PRC Sta. 15+59.83
-SR5B- PT Sta. 17+86.93
-SR5B- POC Sta. 12+40.00
BEGIN CONSTRUCTION
-SR5B- POC Sta. 17+50.00
END CONSTRUCTION
DS = 20 MPH
-SR5B-
SE = NC
DS = 20 MPH
SE = NC
DS = 20 MPH
SE = NC
-SR5B-
PROP. SBG PROP. SBG
C
C
C
C
F
C
C
F C
C
F C
F
FF
F
C
F
F
C140’108
110
115
111
112
113
114
116
140.00’
+20.00
112
115’140.00’
115.00’
+00.00
215.00’
+10.00
180.00’
161.61’
+00.00
;
;;
;
155.00’
140.00’
+15.00
MILE MARKER 63.4
-L- STATION 498+00 LT
IMPACTED BILLBOARD
MILE MARKER 63.4
-L- STATION 500+00 RT
IMPACTED BILLBOARD
165.00’
+20.00
155.00’
140.00’
+75.00
150.00’
+95.00
170.00’
+05.00
150.00’
140.00’
EX.R/W
+70.00
160.00’
+65.00
155.00’
EX.R/W
+20.00
215.00’
145.00’
EX.R/W
+60.00
145.00’
EX.R/W
+80.00
EX.R/W
+25.00
175.00’
+40.00
155.00’
+50.00
REMOVE DIREMOVE DI
P
P
P
P
P
P
4101
54 SY GEOTEXTILE
22 TON CL B RIP RAP
4102
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
P
P
P
P
P
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL D
LAT. BASE DITCH
HW
HW
4105
10 SY GEOTEXTILE
3 TON CL B RIP RAP18" RCP-IV 15" RCP-IV
2GIB-WSF4104
2GIB-WSF
4103
SEE DETAIL Q
TOP ELEV.=173.0’
10’ WIDE BERM
SEE DETAIL Q
TOP ELEV.=172.3’
10’ WIDE BERM
SEE DETAIL C
SP. LAT. BASE DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL B
SP. CUT DITCH
OF 30" RCP
REMOVE 10’
OF 30" RCP
REMOVE 10’
OF 18" RCP
REMOVE 10’
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL W
STANDARD BASE DITCH
DITCH AT 0.22%
DESIGNED DITCH IS REPLACING
EXISTING DITCH IS AT 0.23%
OF 30" RCP
REMOVE 16’
RCP-IV
2 @ 36"
GRADE TO DRAIN
DRAIN POND AND
GRADE TO DRAIN
DRAIN POND AND
SEE DETAIL AL
SP. CUT DITCH
SEE DETAIL AL
SP. CUT DITCH
SEE DETAIL AN
ROCK FILL IN POND
2 @ 30" RCP-IV42 SY GEOTEXTILE
16 TON CL B RIP RAP
SEE DETAIL W
STANDARD BASE DITCH
MATCHLINE -L- STA. 492+00.00 SEE SHEET 40MATCHLINE -L- STA. 505+00.00 SEE SHEET 4241
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh41.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -SR5B- PROFILE SEE SHT. 183
FOR -LRT_SEC2- PROFILE SEE SHTS. 122 THRU 123
FOR -LLT_SEC2- PROFILE SEE SHTS. 122 THRU 123
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
MTLMTL
8’ GR 8’ GR 8’ GR
BILLBOARD48" WW W/1SBW
48" WW W/1SBW
WOODS WOODS WOODS
WOODSWOODS
WOODS
WOODSWOODSWOODS
APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW
I-95 SBL 37’ BST
I-95 NBL 37’ BST
18"
R
C
P
FES
DI
BL-209
220.00’EXISTING R/W
EXISTING R/W
WOODS
WOODS
CONC PAVED DITCH CONC PAVED DITCH
T
BM #57
N 8150’00" W1787.11’S 5329’02" E2456.65’N 5201’00" W1135.12’BK DB 346 PG 582
BELL, MARIE W
DB 5676 PG 127
WILLIAMS, DOROTHY R
DB 2544 PG 143
PB 137 PG 130
BELL, MARIE W
DB 5676 PG 127
WILLIAMS, DOROTHY R
DB 8194 PG 21
HERRING, LAURA
DB 10127 PG 181
PS12’PS12’26’26’.025.02.02.025.02.02.025.02.02.025.02.02PS12’PS12’48’48’48’48’PROP. TYPE T BARRIER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
510+00 515+00
-L-
505+00505+00
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
RETAIN EXISTING FENCE
2GIB-WSF4204
2GIB-WSF4203
2GIB-WSF 4206
2GIB-WSF 4205
FILL
W/ FLOWABLE
PLUG & FILL
P
P
SEE DETAIL C
LAT. BASE DITCH SEE DETAIL C
LAT. BASE DITCH
REMOVE DI
SEE DETAIL H
TOE PROTECTION
SEE DETAIL N
SP. CUT BASE DITCH
SEE DETAIL B
SP. CUT DITCH
OF 18" RCP
REMOVE 10’
15" RCP-IV
18" RCP-IV
15" RCP-IV
18" RCP-IV140’114
117
118
116
116EXISTING140.00’
+20.00
115.00’
EX.R/W
+30.00
115.00’
EX.R/W
+30.00
;
;;
;
C CCCC C
FF
F
C
F
F
F F
C
C
42
NAD 83/ NA 2011
MATCHLINE -L- STA. 505+00.00 SEE SHEET 41MATCHLINE -L- STA. 517+00.00 SEE SHEET 43I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh42.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -LRT_SEC2- PROFILE SEE SHTS. 123 THRU 124
FOR -LLT_SEC2- PROFILE SEE SHTS. 123 THRU 124
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
MTL
8’ GR
17’ GR48" WW W/1SBW
48" WW W/1SBW
MTL
MTL
MTL MTL
MTL
MTL
WOODS
WOODS
WOODS
WOODSWOODS
WOODS
WOODS
WOODS
WOODSWOODS
WOODS
APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW
APPROX 48" WW W/1SBW
BOX
CONTROL
TRAFFIC
OHSI-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
10’ BST
3’ BST
3’ BST
18" RCP18" RCP30" RCP18
" RCP
1
2
" RCP18" RCPFES
DIDI DI
FES
BL-210
EXISTING R/W
EXISTING R/W220.00’CONC PAVED DITCH
CONC PAVED DITCH
T
S
H
H
T
H
H
METER
ELECTRIC
POLE
CAMERA
S
POLE
CAMERA
BM #58
DB 10127 PG 181
BK DB 346 PG 582
HERRING, LAURA
DB 10127 PG 181
BK DB 346 PG 582
HERRING, LAURA
BELL, MARIE W
DB 5676 PG 127
SCOTT III, JOSEPH C & WIFE
DB 2358 PG 715
PS12’PS12’26’26’.025.02.02.025.02.02.025.02.02.025.02.02PROP. SIGN PS12’8:1
8:148’48’48’48’PROP. TYPE T BARRIER
PS14’PS12’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
520+00 525+00
-L-
530+00
GREU TL-3
CAT-1
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
RETAIN EXISTING FENCE
119
140’116EXISTING 140.00’
+20.00
118
;
;;
;
150.00’
EX.R/W
+65.00
150.00’
EX.R/W
+10.00
F
F
CCCC
F
C
C
FF
FF
FC
C
F
2GIB-WSF4301
2GIA-WSF4302
2GIB-WSF4303
2GIA-WSF4304
P
FILL
W/ FLOWABLE
PLUG & FILL
P
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
P
P
P
FILL
W/ FLOWABLE
PLUG & FILL
P
REMOVE DI
SEE DETAIL C
SP. LAT BASE DITCHSEE DETAIL R
LAT. BASE DITCH
RETAINREMOVE DI
SEE DETAIL H
TOE PROTECTION
SEE DETAIL U
SP. CUT DITCH
CUT/ FILL TRANSITION
21 SY GEOTEXTILE
8 TON CL B RIP RAP
OF 18" RCP
REMOVE 10’ OF 18" RCP
REMOVE 10’
OF 18" RCP
REMOVE 10’
24" RCP-III24" RCP-III
BOTH PIPES
RETAIN, CLEANOUTSEE DETAIL AM
TOE PROTECTION
18" RCP-IV
15" RCP-IV
24" RCP-IV
15" RCP-III
SEE DETAIL AF
SP. LAT. BASE DITCH
NAD 83/ NA 2011
43
MATCHLINE -L- STA. 517+00.00 SEE SHEET 42MATCHLINE -L- STA. 530+00.00 SEE SHEET 44I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh43.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
FOR -LRT_SEC2- PROFILE SEE SHTS. 124 THRU 125
FOR -LLT_SEC2- PROFILE SEE SHTS. 124 THRU 125
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
vv9.5’ GR48" WW W/1SBW48" WW W/1SBW
14’ GR
MTL
MTL MTL
MTLMTL
MTL
48" WW W/1SBW
48" WW W/1SBW48" WW W/1SBW
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
APPROX 48" WW W/1SBW
48" WW W/1SBW
POND
MTL MTL
15" RCP
POST
MTL
POST
MTL
I-95 SBL 37’ BST
I-95 NBL 37’ BST
GR
10’ BST
10’ BST
3’ BST
3’ BST
SR 1860 GORDON WILLIAMS RD 19.5’ BST
14.5’ GR 18" RCPDI
18" RCPTOP=144.48’
DI
FES
66" RCP66" RCPCONC HW
CONC HW
CONC HW
211
BL-211
MTL BILLBOARDEXISTING R/W
EXISTING R/W
EXISTING R/W
CONC PAVED DITCHCONC PAVED DITCH
HH
S
METER
ELECTRIC
S
BOX
ELECTRIC
CONC HW
101100
142.04
144.04
115142.09
116143.23 S 2338’14" E764.89’S 3251’23" E598.18’N 5423’24" W2068.26’DB 2358 PG 715
SCOTT III, JOSEPH C & WIFE
DB 5891 PG 529
MARGARET LOUETTA
GREENWOOD,
BELL, MARIE W
DB 5676 PG 127
TART & TART INC
DB 186 PG 370
DB 357 PG 293
BELL, MARIE W
DB 9523 PG 760
PB 134 PG 144PS12’PS12’26’26’.025.02.02.025.02.02.025.02.02.025.02.02PS12’48’48’48’48’PROP. TYPE T BARRIER
R=40’EXISTEXISTEXISTEXIST.02.02EXIST8:1 PS14’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
535+00 540+00
-L-
PROP. WOVEN WIRE FENCE
530+00
REMOVE EXISTING FENCE
RETAIN EXISTING FENCE
-SR5C-
10+00
-SR5C- POT Sta. 10+00.00
-SR5C- PC Sta. 10+54.29
10+00
15+00
-SR5C- PT Sta. 14+00.21
D
PI Sta 12+27.25
L = 345.91’
T = 172.96’
R = 18,000.00’
PI Sta 15+76.54
D
L = 264.49’
T = 132.25’
R = 30,000.00’
SE = EXIST SE = EXIST
-SR5C- PC Sta. 14+44.29
-SR5C- POT Sta. 10+14.25
BEGIN CONSTRUCTION
-SR5C- POC Sta. 16+00.00
END CONSTRUCTION
CAT-1
-TED C5RS-
-C5RS--C5RS-(BURIED 1’)1-8’x8’ RCBC4405
21 SY GEOTEXTILE
8 TON CL B RIP RAP
44042GIA-WSF
4403
2GIB-WSF
4402
4401
2GIA-WSF
2GIB-WSF
2GIA-WSF4406
2GIB-WSF4407
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVE DI
SEE DETAIL C
SP. LAT BASE DITCH
44082GIB-WSF
SEE DETAIL C
SP. LAT BASE DITCH
4409
4GI
30" RCP-III 4GI441124" RCP-III
OF 18" RCP
REMOVE 10’
SEE DETAIL C
SP. LAT BASE DITCH
FILL
W/ FLOWABLE
PLUG & FILL
15" RCP-III
30" RCP-III30" RCP-III
15" RCP-III
24" RCP-III24" RCP-III
OF 18" RCP
REMOVE 10’
REMOVE
24" RCP-III
4414
SEE DETAIL AM
TOE PROTECTION
15" RCP-III 30" RCP-IIISEE DETAIL AJ
BASE DITCH
STANDARD
119
120
121
122
END WW FENCE
BEGIN WW FENCE
116EXISTING EXISTING140.00’
+00.00
160.00’
+00.00
255.00’
+50.00
EX.R/W
+25.00 160’140’205.00’
EX.R/W
+22.00 -L-
;
;;
;
170.00’
EX.R/W
+60.00
170.00’
+29.76
EX.R/W
+90.00
280.00’
260.00’
+25.00
285.00’
270.00’
+50.00
+95.00
205.00’
230.00’
220.00’
+40.00
235.00’
225.00’
+65.00
255.00’
+05.00
235.00’
+45.00 235.00’
+20.00
290.00’
265.00’
+75.00
290.00’
270.00’
+45.00
+50.00
235.00’
165.00’
+70.00
EX.R/W
+65.00
205.00’
+45.00
165.00’
+00.00
210.00’
+20.00
235.00’
+30.00
F
F
F
F F
F C
F
F
F
F
F
F
F
F F
C C
F
F
F
F
F F
F
NAD 83/ NA 2011
44
MATCHLINE -L- STA. 530+00.00 SEE SHEET 43MATCHLINE -L- STA. 542+00.00 SEE SHEET 45I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh44.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
FOR -SR5C_DET- PROFILE SEE SHT. 2B-8
FOR -SR5C- PROFILE SEE SHT. 184
FOR -LRT_SEC2- PROFILE SEE SHTS. 125 THRU 126
FOR -LLT_SEC2- PROFILE SEE SHTS. 125 THRU 126
vvvvvv11.5’
GR7’ GR48" WW W/1SBW48" WW W/1SBW
MTLMTL
WOODS
WOODS
WOODS
12" RCP
15" RCP 12" RCP
9’ GR
9’ GRI-95 SBL 37’ BST
I-95 NBL 37’ BST
18’ BST18’ BST24" RCPFES
BL-212
MTL BILLBOARDEXISTING R/W
EXISTING R/W
EIP
EIP
EXISTING R/W
EXISTING R/W
15" RCP
T
SR 1860 GORDON WILLIAMS RD 19.5’ BST
BL212
S 5449’50" E261.05’S 5413’50" E227.14’S 5413’50" E183.31’R/W-EIP0.26’R/W-EIP1.23’S 3245’43" W
551.54’
TART & TART INC
DB 186 PG 370
DB 357 PG 293
BELL, MARIE W
DB 9523 PG 760
PB 134 PG 144
MCINTYRE JR, DONALD M
DB 8486 PG 373
MCINTYRE JR, DONALD M
PB 134 PG 114
DB 9491 PG 447
DB 9264 PG 491
WIFE DIXIE BURGETTE
BURGETTE, LARRY &
DB 9264 PG 491
WIFE DIXIE BURGETTE
BURGETTE, LARRY &PS12’PS12’26’26’.025.02.02.025.02.02.025.02.02.025.02.02PS14’48’48’48’48’PROP. TYPE T BARRIER
EXISTEXISTPS12’8:1
8:1
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
545+00
-L-
PROP. WOVEN WIRE FENCE
550+00
-L- Sta. POT 550+00.00
BEGIN SECTION 3
END SECTION 2 &
RETAIN EXISTING FENCE
REMOVE EXISTING FENCE
-SR5C- PT Sta. 17+08.78
GREU TL-3
-SR5C- POC Sta. 16+00.00
END CONSTRUCTION
-SR5C-
PI Sta 15+76.54
D
L = 264.49’
T = 132.25’
R = 30,000.00’
SE = EXIST
GREU TL-3
-TED C5RS-
120
124
123
122 160’EXISTING122A
;
;;
;
EX.R/W
+15.00
225.00’
205.00’
165.00’
EX.R/W
+05.00
225.00’
205.00’
165.00’
EX.R/W
+05.00
225.00’
175.00’
EX.R/W
+60.00
225.00’
175.00’
EX.R/W
+60.00
225.00’
175.00’
EX.R/W
+60.00
F
C
C
C
C
C C
F
C
4503
2GIB-WSF
4504
2GIB-WSF
45052GIB-WSF
4506 2GIB-WSF
45022GIB-WSF
45012GIB-WSF
4507 10 SY GEOTEXTILE
3 TON CL B RIP RAP
15" RCP-III
P
P
FILL
W/ FLOWABLE
PLUG & FILL
4509 2GIB-WSF
4508 2GIB-WSF
SEE DETAIL C
SP. LAT BASE DITCH
SEE DETAIL B
SP. CUT DITCH
SEE DETAIL B
SP. CUT DITCH18" RCP-III18" RCP-III 15" RCP-III
RETAIN RETAIN RETAIN
SEE DETAIL AK
STANDARD BASE DITCH
15" RCP-IV15" RCP-IV15" RCP-IV15" RCP-IV
NAD 83/ NA 2011
45
MATCHLINE -L- STA. 542+00.00 SEE SHEET 44I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh45.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA. 550+00.00 SEE SHEET 4610’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists FOR -LRT_SEC2- PROFILE SEE SHT. 126
FOR -LLT_SEC2- PROFILE SEE SHT. 126
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
15" RCP
15" RCP
T
1 S F D G GRSOILCONC
WOODS
SR 1005 SMITHFIELD RD 19’ BST
GREIPEIP
R/W MON
VARIABLE WIDTHEXISTING R/W
EXISTING R/W
T
BM #18N 3256’46" E220.44’N 7126’45" E
510.84’
N 80 16’43" W
163.11’
N 7757’02" W
125.25’
N 7532’13" W
195.72’N 1419’23" E333.76’N 0928’35" E82.60’S 1419’23" W416.49’S 7756’33" E
121.12’
S 80 14’50" E
159.67’N 1418’14" E321.52’ET AL
JOHNATHAN D PARTIN
SUSIE A PARTIN
PB 132 PG 103
DB 9333 PG 103
HUGH A MCPHAIL
WALLACE LEE JERNIGAN, JR
MB 132 PG 119
DB 9200 PG 642
CARLA H BAREFOOT
WESLEY L BAREFOOT
PB 132 PG 103
DB 9211 PG 319
CARLA H BAREFOOT
WESLEY L BAREFOOT
PB 132 PG 103
DB 9211 PG 319.02.0222’8:1
8:1 11’11’TO EXIST.
50’ BLEND
.02.02EXIST.TO 20+70.33
STA. 15+15.50
PROP. SBG
TO 20+86.87
STA. 15+15.50
PROP. SBG
PS8’PS8’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
15+00
GREU TL-3
GREU TL-3
-Y6- POT Sta. 10+00.00
-Y6- PC Sta. 17+30.69
-Y6-
-Y6-
-Y6- Sta. 10+80.00
BEGIN CONSTRUCTION
PROP. SBG
PROP. SBG
PI Sta 18+61.56
D
L = 261.73’
T = 130.87’
R = 100,000.00’
SE = NC
DS = 60 MPH
50’57
125
59
40.00’
EX.R/W
+90.00 -Y6-
40.00’
+00.00 -Y6-
70.00’
+90.00 -Y6-
EX.R/W
+00.00 -Y6-
80.00’
+50.00 -Y6-
C
C
C
C
C C
F
F
F
F
F
F
7201
7202
7203
2GIB-WSF
2GIB-WSF
W/ 7 SY GEO FAB
2 TON CL B RIP RAP
15" RCP-IV SEE DETAIL K
LATERAL V DITCH
2 ELBOWS15" CSPSEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
15"
7204 NAD 83/ NA 2011DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -Y6- STA. 18+00.00 SEE SHEET 26HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh72.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
72
FOR -Y6- PROFILE SEE SHT. 174
I-5986A
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
WOODS
SOIL
SR
1005
SM
ITHF
IELD
RD
19
’ BST
VARIABLE WIDTHEXISTING R/W
EXISTING R/W
WOODS
WOODS
WOODS
BY5-74
BY5-75
BM #20 BY5-76
WOODS S 6226’07" E279.84’
N 8848’53" E
256.08’
S

7
1
4
1
’0
7
" E
3
3
6
.
6
0
’N 7118’53" E
172.92’S 6656’15" E278.38’S 4051’49" W557.62’ TO R/W557.02’ TO R/W MONUMENTRW PLAT 1 PG 38DB 2194 PG 295DB 2021 PG 167RUBY WARREN BULLARD
GEORGE EDMUND BULLARD, III
RONALD GEORGE HILL
PEGGY MCPHAIL HILL
DB 9282 PG 844
NCDOT
RW PLAT 1 PG 38
DB 2194 PG 295
DB 2021 PG 167
DB 9282 PG 844
RUBY WARREN BULLARD
GEORGE EDMUND BULLARD, III
RONALD GEORGE HILL
PEGGY MCPHAIL HILLRUBY WARREN BULLARDGEORGE EDMUND BULLARD, IIIRONALD GEORGE HILLPEGGY MCPHAIL HILLDB 9282 PG 844.00.02.01(TYP
)
26
.66
’8:18:111’11’+17.70TO
EX
IST
.50
’ BLEND.02.0211’11’EXIST..02.03.04.05TO 27+30.60
STA. 23+08.47
PROP. SBG
TO 27+30.60
STA. 23+25.01
PROP. SBG
PS8’PS8’1
0’R=20’+47.12R=20’+06.49+04.04+24.42R=20’+47.12R=20’+06.49+04.04+24.42Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]NAD 83/ NA 2011DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh73.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
73I-5986A
FOR -DR1- PROFILE SEE SHT. 184
FOR -Y6- PROFILE SEE SHT. 174MATCHLINE -Y6- STA. 26+00.00 SEE SHEET 26www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-450’50’58
60
EX.R/W
+50.00 -Y6-
50.00
+50.00 -Y6-
50.00’
EX.R/W
+50.00 -Y6-
82.00’
+00.00 -Y6-
125.00’
+50.00 -Y6-
145.00’
+55.00 -Y6-
145.00’
+10.00 -Y6-
110.00’
+65.00 -Y6-
55.98’
+00.00 -Y6-
F
F
C
C
C
C
FF
CFFF
F
C
F
F
F
7301
7302
7303
W/ 7 SY GEO FAB
2 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
15" RCP-IV SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH ELBOWS15" CSP W/ 2SEE DETAIL K
LATERAL V DITCH GREU
TL
-3
GREU
TL-3
-Y6- PC Sta. 27+42.07
-Y6-
-Y6- Sta. 32+00.00
END CONSTRUCTION
-DR1-
PROP
. SBG
PROP
. SBG
SE = NC
DS = 60 MPH
-Y6
-
30+00
-Y6- PT Sta. 35+01.03
-Y6- POT Sta. 35+25.59
PI Sta 28+31.09
D
L = 178.03’
T = 89.02’
R = 11,200.00’
PI Sta 32+19.81
D
L = 133.39’
T = 66.73’
R = 1,700.00’
PI Sta 33+94.26
D
L = 214.55’
T = 107.79’
R = 900.00’
35+00
-Y6- PCC Sta. 32+86.47
D
PI Sta 16+36.23
D
L = 200.93’
T = 133.13’
R = 120.00’
15
+
00
-DR1- PC Sta. 14+41.86
-DR1- PRC Sta. 15+03.11
-DR1- PT Sta. 17+04.04
PI Sta 14+73.16
L = 61.25’
T = 31.31’
R = 120.00’
-Y6- PC Sta. 31+53.08
-Y6- PT Sta. 29+20.10
SE = NC
DS = 20 MPH
SE = NC
DS = 20 MPH
-DR1- POT Sta. 17+47.23
-Y6- POC Sta. 28+88.02 =
-DR1-
vvvvvvv15" RCP15" RCP
15" RCP7’ CHLBST
BST BST
SSS
S
MTL14’ GR1SFD
48" VINYL PICKET
CANOPY
MTL
S S
WOODS
WOODS
1SBK BUS
CONC
72" CONC SWS
S
53’ BST
60’ BST 18" C&G18" C&G18" C&G
BST
18" RCP10" PVC
10" PVC
DIFES
15" HDPE
10" PVC VENT (TYP)BY1-231
BY1-232 65’ CONC
EXISTING R/W
EXISTING R/W60.00’EIP
EIP
EIP
60.00’EIP
60" CONC60" CONCT
HH
TT
8"
8"8"
6"
6"
6"
6"
FO
FO
FO
FO
FOFO
2" ABAND
2" ABAND
2" ABAND8’ BW15" CMP15" CMPSR 1815 WADE STEADMAN RD 22’ BST
BM #520 60.00’N 4613’18"
W
817.20’
N 6316’24" W
355.37’S 0310’47" W255.81’S 1944’49" WN 0347’29" E444.46’N 2651’38" E687.80’0.51’R/W-EPS 2651’38" W694.06’0.46’1.35’R/W-EIPR/W-EIP
TART & TART INC
PB 67 PG 99
DB 2864 PG 35
SHIVA REAL ESTATE LLCDUKE ENERGY PROGRESS INC
DB 7616 PG 736
PB 117 PG 33
DUKE ENERGY PROGRESS INC
DB 7616 PG 736
PB 117 PG 33
BARNES JR, LUTHER CURTIS
DB 7616 PG 736
PB 117 PG 33
BARNES JR, LUTHER CURTIS
DB 7071 PG 797
PB 117 PG 33
SHIVA REAL ESTATE LLC
DB 9015 PG 281
DB 8365 PG 296
SHIVRAJ KUMAR
BANSAL,
DUKE ENERGY PROGRESS INC
DB 7616 PG 736
PB 117 PG 33
TO EXIST.
50’ BLEND 8:112’12’PS5’PS5’12’12’PS5’PS5’.02EXIST.8:18:1
8:1
8:1
200’ MEDIAN TAPER 12’12’8’
.02
.02
.01.01.03.02.02.03.02.02.00.01.02.01.00.01.02.03.02.02.006.006.00.00.01.01.02.02.03.03.03.03.01.00.01.02.02.01.00.01.02.03.03.03.03.03.02.02.01.00.01.02.03.04.02.01.00.01.01
+68.33
.01
.02.02
.03.03
.04.04
.00
.00
8:1
(TYP
)
22
’
(TYP)
22’+40.00(TYP)
22’+79.00(TYP)
22’+25.77(TYP
)
22
’+39.58160’ MEDIAN TAPER13’11’11’11’(TYP)
20’+78.2634’8:195
’
8:118’18’8:113.5’
11’11’
+55.70
+85.00+94.76R=30’+18.73R=20’+18.73(TYP)
20’
13’+14.06R=20’+30.85
+15.43
R=30’
+22.10
R=200’
TAPER80’ RIGHT
+55.70
8’(TYP)23.33’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-Y7A-END -Y7RAB2- PT Sta. 13+58.14-Y7A- Sta. 10+90.00
BEGIN CONSTRUCTION
15+00
DS = 25 MPH
SE = 0.03
PI Sta 15+78.86
D
L = 217.58’
T = 109.09’
R = 1,200.00’
-Y7A- POT Sta. 10+00.00
-Y7A- PC Sta. 14+69.77
BEGIN -Y7RAB1- PC Sta. 10+00.00=
END -Y7RAB1- PT Sta. 13+58.14
BEGIN -Y7RAB2- PC Sta. 10+00.00=-Y7B
-
-YRAB1- POC Sta. 12+85.69=
-Y7A- PT Sta. 16+87.35(37’ LT)
-Y7B- PC Sta. 10+00.00(37’ RT)
-Y7RAB1- POC Sta. 10+98.85=
-Y7B- PT Sta. 12+17.58 -Y7B- PC Sta. 14+22.93
-Y7RAB1-
PI Sta 10+00.00
D
L = 358.14’
T = 0.00’
R = 57.00’10+00-Y7A-
-SR3- PC Sta. 10+00.00(37’ RT)
-Y7RAB1- POC Sta. 11+95.61 =
-SR3- PCC Sta. 11+99.32
10+0015+00
-SR3-
T = 99.89’
R = 1,200.00’
PI Sta 10+99.89
L = 199.32’
D
PI Sta 14+49.31
L = 392.69’
T = 249.99’
R = 250.00’
D
DS = 30 MPH
SE = 0.04SE = 0.03
DS = 25 MPH
-SR3- PT Sta. 15+92.01
-SR3- PC Sta. 18+11.59
-Y7B-
PI Sta 11+09.09
D
L = 217.58’
T = 109.09’
R = 1,200.00’
SE = 0.03
DS = 25 MPH
-SR3-
WI
RE FENCEPROP. WOVENPI Sta 15+32.02
D
L = 217.58’
T = 109.09’
R = 1,200.00’
SE = 0.03
DS = 25 MPH
PI Sta 20+47.50
L = 445.72’
T = 235.91’
R = 550.00’
D
DS = 40 MPH
SE = 0.04
-Y7 DET-
-Y7 DET-60’4
5’
75
6
0’
76
72
126
126
100.00’
+50.00 -Y7B-
60.00’
EX.R/W
+35.00 -Y7A-
130.00’
+40.00 -Y7A-
100.00’
+30.00 -Y7B-
END C/A
END WW. FENCE
60.00’
+00.00 -Y7B-
60.00’
+10.00 -Y7B-
40.00’
EX.R/W
+35.00 -Y7A-
60.00’
+60.00 -Y7A-
50.00’
+40.00 -SR3-
55.00’
+45.00 -SR3-
55.00’
+00.00 -SR3-
60.00’
+00.00 -SR3-
60.00’
+92.01 -SR3-
60.00’
+11.59 -SR3-
45.00’
+00.00 -SR3-
45.00’
+92.01 -SR3-60.00’
45.00’
+11.59 -SR3-BEGIN C/ABEGIN WW FENCE110.00’+80.00 -Y7B-60.00’
+60.00 -Y7A-59.57’
+75.00 -Y7A-
90.00’
75.00’
+00.00 -Y7A-95.00’
80.00’
+25.00 -Y7A-
90.00’
80.00’
+40.00 -Y7A-
95.00’
80.00’
+65.00 -Y7A-
95.00’
+80.00 -Y7A-
+90.00 -Y7A-
84.70’
105.00’
90.00’
+20.00 -Y7B-
100.00’
85.00’
+45.00 -Y7B-
85.00’
73.61’
+55.00 -Y7B-
81.40’
+64.00 -Y7B-
99.53’
+05.00 -SR3-
80.00’
65.00’
+45.00 -SR3-
80.00’
65.00’
+65.00 -SR3-
80.00’
65.00’
+00.00 -SR3-80.00’
65.00’
+20.00 -SR3-95.00’80.00’+35.00 -SR3-EX.R/W
+90.00 -Y7A-
65.00’
+00.00 -Y7A-
60.00’
+20.00 -Y7A-
EX.R/W
+15.00 -Y7A-
102.59’
+60.00 -Y7B-
125.00’
+55.00 -Y7B-
150.00’
125.00’
+35.00 -Y7B-
250.00’
+25.00 -Y7B-
260.00’
+55.00 -Y7B-
160.00’
+80.00 -Y7B-
165.00’
+90.00 -Y7B-
140.00’
+00.00 -Y7B-
EX.R/W
+95.00 -Y7B-
150.00’
+55.00 -Y7B-
80.00’
60.00’
+00.00 -Y7A-
91.37’
+25.00 -SR3-
120.67’
+20.00 -Y7B-
122.34’
+90.00 -SR3-CHORD130.00’
+85.00
74
C
C
F
F
F
F
F
F
F F
F
F
FC
C F
F
F
F
F
F
F
F
F
SEE DETAIL JLATERAL BASE DITCHSEE DETAIL J
LATERAL BASE DITCH
SEE DETAIL J
LATERAL BASE DITCH
15"
REMOVE
SEE DETAIL B
SPECIAL CUT DITCH
SPECIAL CUT DITCH
SEE DETAIL B
SEE DETAIL A
SP. LAT V DITCH
15" RCP-V
DI
CB-F
7401
7402
7403
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
7415
CB-G
15" RCP-III
7414
7413
SYSTEM
REMOVE
SEE DETAIL J
LATERAL BASE DITCH
15" RCP-IV 15" RCP-IV 15" RCP-
I
V
RCP-IV
15"
DI
DI
CB-F
CB-E
CB-E
DI
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
15" RCP-III DI
CB-G
7412
7409
7405
7406
7416
7404
7407
7408
7410
7411
RCP-III 15"18"
RCP-IV
15"7417
CB-G
7419
15" RCP-IV
15" RCP
-
I
I
I
1
5" RCP-III
7418
CB-F
5 SY GEOTEXTILE
1 TONS CL B RIP RAP
7420
15" RCP-III
5 SY GEOTEXTILE
1 TONS CL B RIP RAP
15" RCP-III 7415
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
5 SY GEOTEXTILERIP RAP1 TON CL BNAD 83/ NA 2011DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh74.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
74
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
2,600
2,400
2,700
2,500
(SR 1856)
ELVA WALLACE ROAD
100
100
(SR 1815)
ROAD
WADE STEDMAN
(SR 1815)
ROAD
WADE STEDMAN
100
100
1-
1-
I-5986A
STA. 18+25.00 SEE SHEET 32MATCHLINE -SR3- STA. 14+50.00 SEE SHEET 32MATCHLINE -Y7B- 10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
CHORD
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
PAVEMENT REMOVAL
TRUCK APRON
ROADWAY DESIGN
ENGINEER ENGINEER
HYDRAULICS
FOR -SR3- PROFILE SEE SHT. 182
FOR -Y7_DET- PROFILE SEE SHT. 2B-7
FOR -Y7B- PROFILE SEE SHT. 175
FOR -Y7A- PROFILE SEE SHT. 175
FOR -Y7RAB1- PROFILE SEE SHT. 176
48" VINYL
36" CONC
36" CONC CONC10’ CONC10.5’ GR17’ CONCCONCCONCCONC
4
7
’ B
STBST
1SFD
1SFD
SR 1815 WADE STEADMAN RD 22’ BST
CONC
19’
6" CONC CURB
18
" CM
P
CONC
HW
CONC
HWFES
BOLLARD
S
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W60.00’60.00’VALVEAIR RELEASE
8"
6"6"
8"
6"
8"
BM #521BST
S 8347’49" E
S 0442’11" W103.62’N 0053’24" E1030.28’N 0348’06" E389.71’S 6257’49" E82.61’
S 4616’49" E
93.74’S 3855’49" E48.74’S 7745’54" E
340.13’S 0151’11" W929.82’S 3646’49" E
34.55’
16.28’N 2822’06" E27.48’DB 2969 PG 397
MALINDA BAIN RICHBOURG
BAIN JR, SEAVY A &
DB 2969 PG 397
MALINDA BAIN RICHBOURG
BAIN JR, SEAVY A &
PB 43 PG 71
DB 2552 PG 416
MATTHEWS, CHARLES DWIGHT
DB 2538 PG 69
PB 43 PG 36
PRESLER, SHELBY MATTHEWS
DB 9404 PG 95
PB 43 PG 36
DB 9764 PG 650
SHREEJI GAS LLC
CHARLES DWIGHT
MATTHEWS,
11’11’
8:1 12’12’12’12’PS5’PS5’PS5’EXIST.TO EXIST.
BLEND50’
200’ MEDIAN TAPER PS5’.00.01.02.02.02.03.02100’ TAPER(TYP)25’+72.00
15’15’
.02
.01
.00
.02 .02
+09.50+03.0036’.01
PS5’(TYP)
22’
(TYP)
22’
+61.14
+81.44+50.66
R=45’+05.94R=50
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh75.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
75
NAD 83/ NA 20118/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh75.dgnahefler8/17/99SEE SHEET 32MATCHLINE -Y7D- STA. 12+50.00SEE SHEET 32
MATCHLINE -Y20- STA. 14+00.00
FOR -Y20- PROFILE SEE SHT. 181
FOR -Y7D- PROFILE SEE SHT. 176
i-5986A
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
83
83
60.00
+30.00 -Y7D-
128
84 85
60.00’
EX.R/W
+25.00 -Y7D-
60.00’
+85.00 -Y7D-
END C/A
END WW FENCE
90.00’
+10.00 -Y7D-
50.00’
+25.00 -Y20-
68.27’
+35.00 -Y7D-
100.00’
+55.00 -Y7D-
90.00’
+75.00 -Y7D-
63.35’
+65.00 -Y7D-
110.00’
95.00’
+25.00 -Y20-
110.00’
95.00’
+50.00 -Y20-
67.15’
+25.00 -Y20-
97.65’
+09.12 -Y20-
60.00’
EX.R/W
+25.00 -Y7D-
END C/A
END WW FENCE
87.54’
+10.00 -Y7D-
C
C
C
C
C
C CCC
FFF
F
C
C
F
C
F 15"2 @ 30" RCP-IV
7501
7502
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL D
LATERAL BASE DITCHSEE DETAIL DLATERAL BASE DITCHSEE DETAIL KLATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMO
VE
21 SY GEOTEXTILE
B RIP RAP
8 TONS CL
15"
7503END -Y7RAB3- PT Sta. 13+58.14-Y7D- POC Sta. 14+45.89=
-Y7D- Sta. 16+25.00
END CONSTRUCTION
20+00
-Y7D-
PI Sta 13+52.94
D
L = 262.87’
T = 131.44’
R = 8,200.00’
SE = NC
DS = 50 MPH
-Y7D-BEGIN -Y7RAB3- PC Sta. 10+00.00=-Y7D- PCC Sta. 12+21.50-Y7D-
-Y20- PI Sta. 10+00.00
-Y7D- POT Sta. 21+35.51-Y20-GREU TL-3
-Y7D- PT Sta. 14+84.36
15+00
vv8.5’ GR7.5’
G
R
MTL
18" RCPBY2-242
BY2-241
175.02#4RBR164.89R/RRAILBENT167.20#4RBRR/RRAILBENTEIPEIPEIP60.00’EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W60.00’60.00’T
TT
REPEATER
TELEPHONE
20’ BST
SR 1813 PERCY STRICKLANDS 0153’23" E272.15’S 8618’39" E30.06’S
0322
’21" W
326
.22
’
S 1012’28" E
190.87’S 8038’56" W389.56’S
03 39
’58" W
501
.58
’S 8819’58" W405.24’S
03 24
’08" W
132
.39
’
S 0149’56" E
316.50’
S
00 59’58" W
323.40’N 4647’21" E225.15’S 4313’20" E
281.73’
S 50
10’16" W401.67’N 7234’49" E88.16’N 7234’49" E282.03’1.43’R/W-EI
PDB 3626 PG 803
PB 35 PG 13
FISHER, DORIS JEANPB 12 PG 22
PB 12 PG 22
DB 4539 PG 367
DB 6748 PG 643
SCOGGINS, BILLY ORDELL
BELL, MARIE W
DB 5432 PG 611
BELL, MARIE W
DB 5432 PG 611
DB 5432 PG 611
BELL, MARIE W
EXIST.TO EXIST.
50’ BLEND
(TYP)
25’11’11’.03.02.028:1 11’11’PS8’8:1
.02.0211’11’16’12’12’.02
.01
.00 .01
.02TO 22+64.34
STA. 17+00.00
PROP. SBG
TO 22+92.11
STA. 18+00.00
PROP. SBG+76.29R=10’+12.35R=10’+76.29R=10’+12.35R=10’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
GREU TL-3
GREU TL-3 PROP. SBG
-Y8- PC Sta. 12+91.45
-Y8-
SE = NC
DS = 55 MPH
SE = NC
DS = 55 MPH
-SR5A-
PI Sta 11+04.43
D
L = 126.16’
T = 80.50’
R = 80.00’
DS = 15 MPH
-SR5A- PC Sta. 10+23.94
-SR5A- PT Sta. 11+50.09
-Y8-
-SR5A-10+0010+00
15+00
-Y8- POT Sta. 10+00.00
-Y8- PRC Sta. 16+39.71
-Y8- POT Sta. 11+10.00
BEGIN CONSTRUCTION
PI Sta 14+65.60
L = 348.27’
T = 174.16’
R = 8,650.00’
D
PI Sta 19+45.75
L = 611.83’
T = 306.04’
R = 8,650.00’
D
10+00-SR5A- POT Sta. 10+00.00
-Y8- POC Sta. 16+94.30=
PROP WOVEN WIRE FENCE
SE = NC
F
C
C
C
F
F
C
C
C
C
C C
C
C
F
F
F
C
F C
F50’50’129
130
97
99
50.00’
EX.R/W
+10.00 -Y8-
50.00’
+91.45 -Y8-
50.00’
EX.R/W
+10.00 -Y8-50.00’
+91.45 -Y8-
50.00’
+39.71 -Y8-
END FENCE
END C/A
60.00’
+60.00 -Y8-
65.00’
+45.00 -Y8-
150.00’
+40.00 -Y8-
80.00’
140.00’
56.88’
+15.00 -Y8-
150.00’
135.00’
+75.00 -Y8-
50.00’
+65.00 -Y8-
135.00’
+25.00 -Y8-
212.08’+05.00
95.00’
+55.00 -Y8-
96.00’
+80.00 -Y8-
140.00’
+65.00 -Y8-
SEE DETAIL F
SP. CUT BASE DITCH
REMOVE
7602
SEE DETAIL U
SP. CUT DITCH
SEE DETAIL U
SP. CUT DITCH
7601
7605
7604
7603
2GI-NSF
2GI-NSF
15" RCP-III
SEE DETAIL U
SP. CUT DITCH
18"
10 SY GEOTEXTILE
3 TON CL B RIP RAP
760618" RCP-IV 7607
2GI-NSF
18" RCP-III
SEE DETAIL A
SP. LAT V DITCH
10 SY GEOTEXTILE
RIP RAP
3 TON CL B
SEE DETAIL U
SP. CUT DITCHSEE DETAIL A
SP. LAT V DITCH
SEE DETAIL U
SP. CUT DITCH 2 ELBOWS15" CSP5 SY GEOTEXTILE
1 TON CL B RIP RAP
5 SY GEOTEXTILE
RIP RAP
1 TON CL B 2 ELBOWS15" CSPDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ NA 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh76.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
76I-5986A
FOR -SR5A- PROFILE SEE SHTS. 183
FOR -Y8- PROFILE SEE SHTS. 180 SEE SHEET 38-SR5A- STA. 13+28.42-Y8- STA. 19+50.00 & MATCHLINE10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
9.5’ GR11’
GR11’ GR36" WD
1SBKD
SR 1813 PERCY STRICKLAND 20’ BST
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W60.00’60.00’EIP
EIP
EIPEIP
T
GT
S
B
OXP
ROT
E
CTI
ONCAT
HODI
C CAT
HODI
CC
AT
HODI
C
10"
10
"
BM #522
N 2814’39" E
207.00’N 5259’21" W210.00’N 2814’39" E
373.76’
N 2457’26" E
31.74’N 5331’41" W48.41’N 5348’25" W556.86’S 3242’28" W
912.41’
S
8
8
2
1’3
5" W7
2
0.4
1’N 5351’38" W235.39’N 5348’03" W209.28’0.66’R/W-EIP2.92’R/W-EIPR/W-
EIP
3.0
9’R/W-EIP0.48’HALL, LAURA W
DB 8806 PG 852
BELL, MARIE W
DB 5654 PG 736
GREENWOOD, MARGARET W
DB 5057 PG 405
BELL, MARIE W
DB 5432 PG 611
PB 85 PG 175
BELL, MARIE W
DB 2540 PG 241
BELL, MARIE WILLIAMS
DB 6875 PG 337
8:1 .02.00.01.01.02.03.04(TYP)
25’
8:1 11’11’+41.31EXIST.TO EXIST.
BLEND50’ .02.0211’11’+90.0010’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-Y8- PT Sta. 33+24.64
-Y8-
SE = 0.04
DS = 55 MPH
-Y8-
35+00
PI Sta 29+50.92
L = 776.18’
T = 402.46’
R = 1,190.00’
D
30+00
GREU TL-3
-Y8- POT Sta. 36+00.00
END CONSTRUCTION
-Y8- POT Sta. 33+24.64
SEE DETAIL U
SP. CUT DITCH
SEE DETAIL U
SP. CUT DITCH
SEE DETAIL A
SP. LAT V DITCH
11 SY GEOTEXTILE
3 TON CL B RIP RAP
76A01
76A02 24" RCP-IV18"
SEE DETAIL C
SP. LAT. DITCH
7
SY
G
EO
TEXT
ILE
2
TO
N
C
L
B
R
IP
RA
P
SEE DETAIL P
LATERAL BASE DITCH
F
F
F
F
C
F
F F
F
C
F
F
F
F
95
131
132104103
98
60.00’
+40.00 -Y8-
50.00’
+10.00 -Y8-
50.00’
+24.64 -Y8-
50.00’
+25.00 -Y8-
85.00’
+45.00 -Y8-
85.00’
51.02’
+85.00 -Y8-
40.00’
EX.R/W
+00.00 -Y8-
35.00’
EX.R/W
+00.00 -Y8-
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 2 PLAN SHEETS\I-5986A_Rdy_psh76A.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 38-Y8- STA. 30+00.00MATCHLI
NEI-5986A 76A
FOR -Y8- PROFILE SEE SHT. 180
10’ RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16’ WIDE WITH www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
CONC
CONC
CONC
CONC
CONC
CONC
CONC ISL
CONC ISL
CONC ISLCONC
CONC
CONC
BST
BST
BST
BSTSOILBST
BST
CONCCONC
CONC
CONC
BST
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONCCONC
BARRELS2 8’H x 8’W
BST
BST
BST
BST
VEHICLE VACUUM
127.3
7
129.38129.6
3129.0
3128.7
7129.78129.82129.1
6
129.24129.2
7 129.42129.4
3
129.45
129.8
6
130.1
2
130.34
130.3
1
129.8
0
129.4
7
129.42
129.51129.35129.33129.14129.07128.96129.24
129.27 129.05
129.18
129.
2
5
129.49
129.55
129.6
9
129.19
121.87 129.67
129.4
5
129.
5
6
130.3
0
129.3
6128.78129.18129.2
6
128.9
7
129.34129.07128.90
128.9
4
128.7
4
128.96
128.5
9
128.54
128.04
128.1
7
127.7
4
127.47
127.2
9
127.30
124.10
120.57
121.68
124.0
7
128.42
131.81
131.52
129.3
0
128.7
3
125.67
126.7
5
124.3
5
127.66
128.9
1
130.15
128.3
4
128.
5
2128.7
8
128.8
1
128.7
7
128.8
3
128.8
7
128.65128.77
127.7
6
127.46 127.39 127.0
3
127.1
8
127.25
127.18
123.69 123.6
1
123.6
1 123.96
123.7
6
123.7
3
128.3
8
128.61128.41
128.3
3
128.0
4
128.0
1
123.55123.66
129.30
128.3
2
128.3
4
128.3
2
127.54
128.
4
0
128.0
7
127.9
4
127.56
128.14
127.6
6
127.00
127.3
7
127.57127.7
1126.99127.87124.57 127.24 126.83 126.0
6
126.
8
3127.8
2128.10128.3
4
123.87
123.
4
5
123.21
123.2
9
123.
3
8
123.68123.21
123.23127.2
2
127.2
8
127.0
8
127.08
126.5
5
126.0
2
126.47126.32 128.02 127.50126.87126.
5
1126.51126.7
8
123.64
122.93
122.6
0
122.4
4
122.22
121.20
126.19125.61
128.0
5
128.2
1 129.28
129.20
131.03
130.76
132.4
5
132.98
129.61
131.20
128.2
4
130.0
4
130.58
130.60
129.
5
8
128.8
7
128.6
7 129.6
9 130.07
129.42
133.97 132.58
130.54
127.73127.78
130.8
2129.84129.77
126.19
124.
8
3
127.86
128.7
5
126.9
3
123.60
124.
2
4
122.7
5
125.
2
7125.24123.5
5
122.12
121.4
9 122.46
122.2
0
122.
3
7121.4
6
129.
4
8128.89
126.9
7 127.79
127.9
3
-857.93
-856.16-860.48-860.76
-857.95132.44
133.08132.
9
2
133.2
1
133.
9
1
-859.04
-857.81132.4
9
131.08130.53
131.96
118.40
125.13 127.6
1
127.
9
5
127.0
2
127.1
8 127.8
2 128.
7
0
128.7
3
128.7
0 128.98 128.
8
2 128.1
3 128.27
130.27130.63
130.9
3
130.
7
9
130.6
6
128.07 128.01 128.13 128.50 128.94 129.01
129.13 128.83
128.90
129.1
3
128.8
4
128.84 128.92
128.81 129.3
3
129.0
7
129.0
6
129.17
129.54
129.22129.6
4129.35129.56
129.6
3
129.42
129.31
129.
2
8
129.28
129.3
4
129.3
5
129.10129.24
129.18 129.44
129.32129.2
1
128.6
9
128.
8
4
129.0
7
128.86 128.73
129.0
0
128.9
3
128.7
3
128.4
4
128.3
7
128.5
5
128.5
2
128.3
2
129.0
4
128.85 129.77 129.
3
9
129.73 129.47
129.33129.20
129.
2
7
129.2
4
129.21129.35129.60129.7
1
130.3
7
POSSIBLE JUNCTION BOX
24" HDPE
24" HDPE
24" HDPE
24" HDPE
4" PVC Force Main
Elv. 125.37
E 2074760.2070
N 499724.5360
TH 2-1
4" PVC Force Main
Elv. 127.14
E 2074740.2120
N 499612.2720
TH 1-1
8" HDPE Water
Elv. 117.11E 2074650.8710
N 499812.9050
TH 3-1
8" HDPE Water
Elv. 113.97
E 2074589.4170
N 499570.9360
TH 4-1
PIPE OVERGROWN
INV=142.08’
INV=141.43’
NC GRID
NAD 83 NA 2011
145.36145.50
HVAC UNIT
148.12
147.20
146.4
8
BOLLARDS
BOLLARDS
BOLLARDSBOLLARDS
FFE=149.59’
140.3
9TOB 13’ W
141.78TOB 18’ W
141.68TOB 15’ W
141.92TOB 15’ W
142.14TOB 15’ W
142.07TOB 17’ W
142.14TOB 17’ W
143.0
3
TOB 15’ W
144.6
7TOB 15’ W
144.7
1
TOB 18’ W
143.2
3
144.4
4.10U.E.B.
U.E.B.RidgeMelstone
SR1824-Links46223&43296
Access
Rd.MingoSwampMingoSw ampMingoSwampAirfield
Military
Bragg
Fort
Stevens
Pond
82Creek
Cr
eekCanalMcLeod
Ch..5270
71
.76210
.03.05.32.5424
87
217
.20
.49210
210
10+00
DESIGN DATAGRAPHIC SCALESTIP PROJECT:VICINITY MAP (NTS)
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.048 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.368 MILES
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
4
71
-LNB- POT STA. 12+00.00
-LSB- POT STA. 12+00.00
BEGIN TIP PROJECT I-5986A
-LNB- POT Sta. 129+28.86 (13’ RT)
-L- POT Sta. 79+78.98 =
-LSB- ST Sta. 130+34.61 (13’ LT)
-L- POT Sta. 80+40.84 =
SR 1832
MURPHY RD.
-Y-
I-95 BUS.
-Y1NB-
SR 1831
BAYWOOD RD.
-Y3-US 301
DUNN RD.
-Y14-
NC 295
AIRBORNE & SPECIAL OPERATIONS HIGHWAY
-Y5-
SR 1863
PEMBROKE LANE
-Y4-
I-95 BUS
-Y1SB-
US 13
GOLDSBORO RD.
-Y5-
SECTION 1
SECTION 2 SECTION 3
REESE CREEK
-Y5- Sta. 76+01 +/-
BEGIN BRIDGE
-Y5- Sta. 77+08 +/-
END BRIDGE
-Y5LPD- Sta. 24+16.04
BEGIN BRIDGE
-Y5LPD- Sta. 26+72.08
END BRIDGE
5 6 7 8
9
63
10 1164
6512 13 14 15 16 17 18 1969
70
20
21 22
23 24686766-Y3- Sta. 19+82.59
BEGIN BRIDGE
-Y3- Sta. 21+84.59
END BRIDGE
2. DESIGN EXCEPTION FOR HORIZONTAL CLEARANCE -L- STA. 201+50.00 TO 208+50.00
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTES
PROP. SIGN
SR 1861
POVERTY FLATS ROAD
OFFSITE DETOUR
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
SECTION 2
SR 1005
SMITHFIELD RD.
-Y6-
SR 1815
WADE-STEDMAN RD.
-Y7-
ELVA WALLACE RD.
-SR3-
JT MATTHEWS RD.
-Y20-
SR 1813
PERCY STRICKLAND RD.
-Y8-
SECTION 2
-Y7C- Sta. 13+41.55
BEGIN BRIDGE
-Y7C- Sta. 15+19.55
END BRIDGE
BEGIN CULVERT
END BRIDGE
25
7
2
73
2626 27 28 29 30 31 7475
32
33 34 35 36 377638
76A
39 40 41 42 41 44 45
-Y8- Sta. 25+10.55
-Y8- Sta. 22+91.93
BEGIN BRIDGE
-Y6- Sta. 21+02.67
BEGIN BRIDGE
-Y6- Sta. 22+92.53
END BRIDGE
-L- Sta. 304+00.00
-L- Sta. 304+30.00
END CULVERT
-L- Sta. 354+95.00
BEGIN CULVERT
-L- Sta. 355+05.00
END CULVERT
-L- Sta. 422+44.10
END CULVERT
-L- Sta. 422+56.72
BEGIN CULVERT
-L- Sta. 540+41.88
BEGIN CULVERT
-L- Sta. 540+49.91
END CULVERT
GORDON WILLIAMS RD.
-SR5A-
GORDON WILLIAMS RD.
-SR5C-
WILLIAMS RD.
GORDON
-SR5B-
25 50 10050
25 50 10050
5 10 20 10
0
0
0
PROFILE (HORIZONTAL)

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
8/24/2020R:\Roadway\Proj\I-5986A_Rdy_tsh_Sec3.dgnlkitchingsCONTRACT:TIP PROJECT:ART
ME
NN ASO H
DEPTO F TRA SPORTTIONTATEOFNRTCARO
LI
NANCDOT CONTACT
PROJECT LENGTH

VICINITY MAP (NTS)
LETTING DATE:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
DESIGN
ROADWAY
ENGINEER
HYDRAULICSNAD 83/2011Anthony A. Houser, P.E.
Michael T. Merritt, P.E.
PROJECT ENGINEER - DESIGN-BUILD UNIT
OFF-SITE DETOUR
301
301
401
BUS
401
BYP
401
BUS
401
BUS
401
BYP
401
BYP
13
13
401
401
401
301
Bonnie Doone
C
SX
R
ail
ro
adAbe
rdeen
&
Ra
ilroad
Rock
fish
Branson
Creek
Cape Fear Railways
FortBragg
Reservation
Military
LITTLE
RIVER
Slocomb
CAPEFEAR RIVER
HARNETT
CO
.CUMBERLAND
CO
.Lake
Kornbow
Rose
Lake
Railroad
CS
X
Lake
Doone
Bonnie
Eastover
FAYETTEVILLE CAPEFEARRIVERRIVERCAPEFEARGodwin
Wade
Branson
Lake
Falcon
Linden
Spring Lake
401
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
C204283I-5986AI-5986A
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.048 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.368 MILES
FUNC CLASS: INTERSTATE
* (TTST 13% + DUALS 5%)
Karen Capps, P.E.
AUGUST 20, 2019
2018 STANDARD SPECIFICATIONS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
BEGIN TIP PROJECT
I-5986A
END TIP PROJECT
See Sheet 1-C For LegendSee Sheet 1-A to 1-B For Proposed Design Criteria

TO BUD HAWKINS ROAD (SR 1811) EXIT 70
-L- POT STA. 776+00.00
BEGIN TIP PROJECT I-5877
-L- POT STA. 776+03.71
END TIP PROJECT I-5986A
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
TO NC 24 EXIT 52
NAD 83/ NA 2011
80SECTION 1 SECTION 2
SECTION 2 SECTION 3
SECTION 2 SECTION 3
NC 82
GODWIN-FALCON RD.
-Y9-
GORDON WILLIAMS RD
-SR5-
SR 1806
SHERRILL BAGGETT RD.
-Y10-BLACK RIVERSR 1804
RHODES POND ROAD
-Y11-
-Y9B- Sta. 13+74.82
BEGIN BRIDGE
-Y9B- Sta. 15+48.82
END BRIDGE
-Y10- Sta. 20+89 +/-
BEGIN BRIDGE
-Y10- Sta. 22+83 +/-
END BRIDGE
-Y11- Sta. 24+07.66
BEGIN BRIDGE
-Y11- Sta. 25+75.66
END BRIDGE
= 75 MPH
= 18% *
= 7%
= 55%
= 73,800
= 56,700
V
T
D
K
ADT 2040
ADT 2018
2. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
NOTES:
See Sheet 1-B For Conventional Symbols
13
301
LEITHA LN.
-Y21-
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
46 47 7748
7
8
49 50 51
7952 53 54 55 568157
82
58 59 60 61 62
CUMBERLAND COUNTY
-L- Sta. 676+92.35
BEGIN BRIDGE -L- Sta. 678+94.43
END BRIDGESECTION 3 - ROW ROADWAY PLANSFOR PARCELS #162 THRU #193 47532.3.2
NHP-0095(057)
NHP-0095(057)
47532.2.2
PE, UTIL., CONST.
R/ W
301
13
95
95 95
95
95
95
87
210
24
24
24
95
BUS
210
87
24
87
24 210
295
295
87
24
210
24
87
210
82
82
82
95
95
95
95
95
295295
POINT
GRADE
POINT
GRADE
POINT
CROWN CROWN
POINT
22.5"
POINT
GRADE
POINT
GRADE
POINT
CROWN CROWN
POINT
POINT
GRADE
POINT
GRADE
POINT
CROWNCROWN
POINT
22.5"22.5"22.5"
22.5"
22.5"
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec3.dgnaheflerROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2A-2
0.040.04
6:1
0.020.02 0.025 0.025
0.04
0.020.020.025 0.025
0.04
12’12’12’12’13’14’
17’ W/GR
13’12’12’12’12’14’
17’ W/GR
FDPS FDPS
FOR CUTSHINGE POINTU
D2
J3
USE TYPICAL SECTION NO. 1
LC
J3
TYPICAL SECTION NO. 1
12’12’
T
J3
C8C8
W
E5
W
K
E5 E5
K
R4
18’
6’’6’’
6’10’4:13:1*6
:1
Y YY Y
3:1*6
:1
GROUND
ORIGINAL
TFOR FILLSHINGE POINT 30’
D2
E5
GRADE TO THIS LINE
GRADE TO THIS LINE
GRADE TO THIS LINE
48’48’
18’18’24’24’31’31’
0.040.04
6:1
0.020.02 0.025
0.04
0.020.020.025 0.025
0.04
12’12’12’12’13’14’
17’ W/GR
13’12’12’12’12’14’
17’ W/GR
FDPS FDPS
FOR CUTSHINGE POINTK
D2
J3
USE TYPICAL SECTION NO. 2
LC
J3
TYPICAL SECTION NO. 2
12’12’
T
J3
C8C8
W
E5
K
E5 E5
K
R4
18’
6’’6’’
6’10’4:1Y YY Y
GROUND
ORIGINAL 3:1*6
:1
GROUND
ORIGINAL
TFOR FILLSHINGE POINT 30’
D3
E5
GRADE TO THIS LINE
GRADE TO THIS LINE
GRADE TO THIS LINE
48’48’
18’24’31’
0.04 0.04
6:1
0.02 0.020.0250.025
0.04
0.02 0.02 0.0250.025
0.04
12’12’12’12’13’14’
17’ W/GR
13’12’12’12’12’14’
17’ W/GR
FDPSFDPS
FOR CUTSHINGE POINTK
D3
J3
USE TYPICAL SECTION NO. 3
LC
J3
TYPICAL SECTION NO. 3
12’12’
T
J3
C8 C8
E5
K
E5E5
K
R4
6’’6’’
6’10’4:1YY YY
GROUND
ORIGINAL 3:1*6
:1
GROUND
ORIGINAL
TFOR FILLSHINGE POINT 30’
D3
E5
GRADE TO THIS LINE
48’48’
0.025
D3 D3 D3
D3
I-5986A
NNN
N N N
N
N
PAVEMENT
MATCHLINE AMATCHLINE AMATCHLINE AMATCHLINE AMATCHLINE AMATCHLINE AGROUND
ORIGINAL
GROUND
ORIGINAL
VAR.
-L- (I-95)
-L- (I-95)
VAR.
VAR.
-L- (I-95)
VAR.
NOTES:
SEE PLANS FOR LOCATION OF AUXILARY LANES, TURN LANES, TAPERS, AND CONCRETE ISLANDS.
*4:1 MAXIMUM SLOPES WITHIN INTERCHANGES.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.3:1*6
:1
GROUND
ORIGINAL
VAR.
GROUND
ORIGINAL 3:1*6
:1
GROUND
ORIGINAL
VAR.
GROUND
ORIGINAL
18’
GROUND
ORIGINAL
-L- LT -L- RT
-L- LT -L- RT
-L- LT -L- RT
FOR MATCHLINE A, SEE SHEET 2A-1
FOR MATCHLINE A, SEE SHEET 2A-1
FOR MATCHLINE A, SEE SHEET 2A-1
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-L- STA. 770+25.00 TO 776+00.00
-L- STA. 684+00.00 TO 690+00.00
-L- STA. 651+50.00 TO 656+00.00
-L- STA. 634+50.00 TO 636+50.00
-L- STA. 611+00.00 TO 624+00.00
-L- STA. 580+00.00 TO 598+00.00
-L- STA. 550+00.00 TO 575+00.00
U
U
-L- STA. 751+50.00 TO 760+00.00
-L- STA. 735+00.00 TO 742+00.00
-L- STA. 678+94.43 (END BRIDGE) TO 689+00.00
-L- STA. 670+00.00 TO 676+92.35 (BEGIN BRIDGE)
-L- STA. 636+50.00 TO 651+50.00
-L- STA. 624+00.00 TO 631+00.00
-L- STA. 598+00.00 TO 611+00.00
GRADE TO THIS LINE
-L- STA. 760+00.00 TO 770+25.00
-L- STA. 742+00.00 TO 751+50.00
-L- STA. 689+00.00 TO 735+00.00
-L- STA. 656+00.00 TO 670+00.00
-L- STA. 631+00.00 TO 634+50.00
-L- STA. 575+00.00 TO 580+00.00
EARTHT
U EXISTING PAVEMENT
W WEDGING
Y MILLED RUMBLE STRIPS
4" TYPE I19.0CD3
E3
K
4.5" TYPE B25.0C
J3 10’’ ABC
C8 3" TYPE S9.5D
3" TYPE I19.0CD2
SUBGRADE
12" TYPE 1 AGGREGATE
N
C2 3" TYPE S9.5B
C9 VAR. TYPE S9.5D
C3 VAR. TYPE S9.5B
D4 VAR. TYPE I19.0C
E4
D1 2.5" TYPE I19.0C
V1 1.5" MILLING
R1
R7
R2
R9
1’-6’’ C&G
2’-6’’ C&G
4’’ ISLAND COVER
E2 4" TYPE B25.0C
PAVEMENT SCHEDULE
C1 1.5" TYPE S9.5B
C5 3" TYPE S9.5C
C6 VAR. TYPE S9.5C
C4 1.5" TYPE S9.5C
C7 1.5" TYPE S9.5D
E5 5.5" TYPE B25.0C
E6 VAR. TYPE B25.0C
E1 3" TYPE B25.0C
5" TYPE B25.0C
J1 6’’ ABC
J2 8’’ ABC
P PRIME COAT
R4
CONCRETE ISLAND
5’’ MONOLITHIC
R6
CONCRETE BARRIER
SINGLE FACED
R3
R5 SBG
R8 12’’ JOINTED TRUCK APRON
S 4" CONC. SIDEWALK
V2
V3
3" MILLING
INCIDENTAL MILLING
CONCRETE BARRIER
TYPE T
R 9" X 18" CURB
WITH WIRE MESH
12’’ JOINTED TRUCK APRON
SOIL STABILIZATION
GEOTEXTILE FOR
2" TYPE S9.5CC10
GRADE
POINT
8.5"8.5"
GRADE
POINT
8.5"
8.5"
GRADE
POINT
9"
1.5’
5’
10’3:19"
6"
3:1
11’
FDPS
3:18’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec3.dgnaheflerROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2A-3
TYPICAL SECTION NO. 4
USE TYPICAL SECTION NO. 4
FDPS
0.08
FDPS
0.08
CL
12’12’8’
11’ W/GR
8’
0.020.02
11’ W/GR
5’5’
TYPICAL SECTION NO. 5
FDPS
0.08
FDPS
0.08
CL
12’12’8’
11’ W/GR
8’
0.020.02
11’ W/GR
5’5’
USE TYPICAL SECTION NO. 53:16
:1
3:1*6
:1
12’
4:1GROUND
ORIGINAL 3:1
M
AX SLOPE12’
12’
4:1GROUND
ORIGINAL 3:1*
M
AX SLOPE12’
I-5986A
PAVEMENT
MATCHLINE BMATCHLINE BMATCHLINE BMATCHLINE BTYPICAL SECTION NO. 6
FDPS
0.08
FDPS
0.08
CL
12’12’8’
11’ W/GR
8’
0.020.02
11’ W/GR
5’5’
USE TYPICAL SECTION NO. 63:1*6
:1
12’
4:1GROUND
ORIGINAL 3:1*
M
AX SLOPE12’MATCHLINE BMATCHLINE B9"9"
-Y9C- STA. 14+80.85 TO STA. 19+45.00
-Y9A- STA. 10+00.00 TO STA 14+74.47
NOTE: TRANSITION FROM EXISTING TO TYPICAL SECTION
NO. 4 IN THE FOLLOWING LOCATIONS:
-Y9A- STA. 10+00.00 TO STA. 10+50.00
-Y9C- STA. 18+95.00 TO STA. 19+45.00
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
VAR.
VAR.
-Y9A- (GODWIN FALCON ROAD)
-Y9A- (GODWIN FALCON ROAD)
-Y9B- (GODWIN FALCON ROAD)
E5
T
R6
C2
E5
E5
C2
E5
T
T
E5
V1 C2
W
U
E5
NOTES:
SEE PLANS FOR LOCATION OF AUXILARY LANES, TURN LANES, TAPERS, AND CONCRETE ISLANDS.
*4:1 MAXIMUM SLOPES WITHIN INTERCHANGES.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
GRADE TO THIS LINE GRADE TO THIS LINE
VAR.
GRADE TO THIS LINE
-Y9C- STA. 10+72.28 (END ROUNDABOUT) TO 14+80.82
-Y9A- STA 14+74.47 TO STA 18+55.93 (BEGIN ROUNDABOUT)
GRADE TO THIS LINE
8’8’MATCHLINE BEOTE2
R1
INSET B-2
0.02
APPROACHES
AT ROUNDABOUT
1’6" C&G
T
THIS LINE
GRADE TO
GROUND
ORIGINAL
FOR LOCATIONS
SEE PLANS
-Y9C- (GODWIN FALCON ROAD)
-Y9C- (GODWIN FALCON ROAD)
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
R8
GROUND
ORIGINAL
GROUND
ORIGINAL
0.02
MATCHLINE BEOTVAR.
6
:1
SEE PLANS FOR LOCATIONS
GUARDRAIL
0.08
GROUND
ORIGINAL
TC2E5
INSET B-1
THIS LINE
GRADE TO
-Y9B- STA. 15+48.82 (END BRIDGE) TO 19+92.08 (BEGIN ROUNDABOUT)
-Y9B- STA. 10+71.70 (END ROUNDABOUT) TO 13+74.82 (BEGIN BRIDGE)
EARTHT
U EXISTING PAVEMENT
W WEDGING
Y MILLED RUMBLE STRIPS
4" TYPE I19.0CD3
E3
K
4.5" TYPE B25.0C
J3 10’’ ABC
C8 3" TYPE S9.5D
3" TYPE I19.0CD2
SUBGRADE
12" TYPE 1 AGGREGATE
N
C2 3" TYPE S9.5B
C9 VAR. TYPE S9.5D
C3 VAR. TYPE S9.5B
D4 VAR. TYPE I19.0C
E4
D1 2.5" TYPE I19.0C
V1 1.5" MILLING
R1
R7
R2
R9
1’-6’’ C&G
2’-6’’ C&G
4’’ ISLAND COVER
E2 4" TYPE B25.0C
PAVEMENT SCHEDULE
C1 1.5" TYPE S9.5B
C5 3" TYPE S9.5C
C6 VAR. TYPE S9.5C
C4 1.5" TYPE S9.5C
C7 1.5" TYPE S9.5D
E5 5.5" TYPE B25.0C
E6 VAR. TYPE B25.0C
E1 3" TYPE B25.0C
5" TYPE B25.0C
J1 6’’ ABC
J2 8’’ ABC
P PRIME COAT
R4
CONCRETE ISLAND
5’’ MONOLITHIC
R6
CONCRETE BARRIER
SINGLE FACED
R3
R5 SBG
R8 12’’ JOINTED TRUCK APRON
S 4" CONC. SIDEWALK
V2
V3
3" MILLING
INCIDENTAL MILLING
CONCRETE BARRIER
TYPE T
R 9" X 18" CURB
WITH WIRE MESH
12’’ JOINTED TRUCK APRON
SOIL STABILIZATION
GEOTEXTILE FOR
2" TYPE S9.5CC10
POINT
GRADE
17’ W/GR
POINT
GRADE
7’’
12’
3:1*
9.5’’
9"
1.5’
5’
14’3:1*9"
1.5’
5’
9"
9"
18’
GRADE
POINT
GRADE
POINT
43.50’
9"
10’18’
GRADE
POINT
3:1*
GRADE
POINT
9"
10’
5’
6"
9"9"
18’
GRADE
POINT
GRADE
POINT
9"
10’18’
GRADE
POINT
3:1*GRADE
POINT
9"
10’
5’
6"
9"9"
6"6"
9"9"
12’43.50’
57’28.75’
9"9"
12’
57’28.75’
6"
6"
7’’3:1*3:1*
6"
6"
FDPS
3:18’
11’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
18’6’10’4’
L
0
.08 FOR FILLSHINGE POINT FOR CUTSHINGE POINT 30’12’12’14’
4:
1
4’
FDPS
0.02
C
6:1C8
E2
T
T
K 3:1*6:1USE TYPICAL SECTION NO. 70.04
TYPICAL SECTION NO. 7
USE REVERSE TYPICAL AND LANE ARROW
D1
I-5986A
N
PAVEMENT
-Y9RPA-, -Y9RPB-, -Y9RPC-, -Y9RPD-
2A-4
-Y9RPA- STA 10+00.00 TO STA. 25+33.96
-Y9RPB- STA 10+00.00 TO STA. 23+51.82
-Y9RPC- STA 10+00.00 TO STA. 26+84.94
-Y9RPD- STA 10+00.00 TO STA. 25+38.67
TYPICAL SECTION NO. 9
0.02 0.02
11’
C2
LC
T
E2
4:13:1
M
AX SLOPE0.08
12’
0.08
3:1 MAX SLOPEUSE TYPICAL SECTION NO. 9
W
U
8’
11’ W/GR
-Y9RPA- STA. 10+00.00 TO STA. 13+82.21
-Y9RPB- STA. 10+00.00 TO STA. 14+70.53
-Y9RPC- STA. 10+00.00 TO STA. 14+20.46
-Y9RPD- STA. 10+00.00 TO STA. 14+70.53
IN THE FOLLOWING LOCATIONS:
NOTE: USE -L- PAVEMENT DESIGNMATCHLINE EFDPS
4’MATCHLINE CMATCHLINE C11’ W/GR
8’11’
TYPICAL SECTION NO. 8
USE TYPICAL SECTION NO. 8
-Y11- STA 33+75.00 TO STA 35+50.00
-Y11- STA 12+50.00 TO STA 13+50.00
-Y10- STA 32+25.00 TO STA. 34+25.00
-Y10- STA 12+10.00 TO STA 13+75.00
-RAB_Y9AB-
-RAB_Y9BC-
-RAB_Y9BC- STA 10+00.00 TO STA 13+58.14
-RAB_Y9AB- STA 10+00.00 TO STA 13+58.14
-RAB_Y9AB-
-RAB_Y9BC-
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
VAR.
VAR.3:1* MAX-Y11- (RHODES POND ROAD)
-Y10- (SHERRILL BAGGETT ROAD)
NOTES:
SEE PLANS FOR LOCATION OF AUXILARY LANES, TURN LANES, TAPERS, AND CONCRETE ISLANDS.
*4:1 MAXIMUM SLOPES WITHIN INTERCHANGES.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
6:1
GROUND
ORIGINAL
E2
T
GRADE TO THIS LINEGRADE TO THIS LINE
GRADE TO THIS LINE
NOTE: TRANSITION FROM EXISTING TO TYPICAL SECTION
NO. 9 IN THE FOLLOWING LOCATIONS:
-Y10- STA. 12+10.00 TO STA. 12+60.00
-Y10- STA. 33+75.00 TO STA. 34+25.00
-Y11- STA. 12+00.00 TO STA. 12+50.00
-Y11- STA. 35+50.00 TO STA. 36+00.00 MATCHLINE DEOTR1
GROUND
ORIGINAL MATCHLINE D0.02
APPROACHES
AT ROUNDABOUT
1’6" C&G
INSET D
FOR LOCATIONS
SEE PLANS
MATCHLINE EEOTR1
GROUND
ORIGINAL
0.02
APPROACHES
AT ROUNDABOUT
1’6" C&G
INSET E
FOR LOCATIONS
SEE PLANS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
10’’
0.02
0.02
R7
E2
0.02
T D3
R1
R1
R8
R9
CL
J1
C2
0.02
0.02
E2
0.02
T D3
R1
R1
R8
R9
CL
J1
GRADE TO THIS LINE
E2
0.02
0.02
E2
0.02
TD3
R1
R1
R8
J1
C2
0.02
0.02
R7
E2
0.02
TD3
R1
R1
R8
R9
J1
GRADE TO THIS LINE
E2
TT TT
R R
11’’11’’
0.020.020.02
R8
R8
E2
T
THIS LINE
GRADE TO
E2
T
THIS LINE
GRADE TO
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
0.02
MATCHLINE CEOT6
:1
SEE PLANS FOR LOCATIONS
GUARDRAIL
INSET C
0.08
GROUND
ORIGINAL
GROUND
ORIGINAL
E2 C2 T
VAR.
THIS LINE
GRADE TO
EARTHT
U EXISTING PAVEMENT
W WEDGING
Y MILLED RUMBLE STRIPS
4" TYPE I19.0CD3
E3
K
4.5" TYPE B25.0C
J3 10’’ ABC
C8 3" TYPE S9.5D
3" TYPE I19.0CD2
SUBGRADE
12" TYPE 1 AGGREGATE
N
C2 3" TYPE S9.5B
C9 VAR. TYPE S9.5D
C3 VAR. TYPE S9.5B
D4 VAR. TYPE I19.0C
E4
D1 2.5" TYPE I19.0C
V1 1.5" MILLING
R1
R7
R2
R9
1’-6’’ C&G
2’-6’’ C&G
4’’ ISLAND COVER
E2 4" TYPE B25.0C
PAVEMENT SCHEDULE
C1 1.5" TYPE S9.5B
C5 3" TYPE S9.5C
C6 VAR. TYPE S9.5C
C4 1.5" TYPE S9.5C
C7 1.5" TYPE S9.5D
E5 5.5" TYPE B25.0C
E6 VAR. TYPE B25.0C
E1 3" TYPE B25.0C
5" TYPE B25.0C
J1 6’’ ABC
J2 8’’ ABC
P PRIME COAT
R4
CONCRETE ISLAND
5’’ MONOLITHIC
R6
CONCRETE BARRIER
SINGLE FACED
R3
R5 SBG
R8 12’’ JOINTED TRUCK APRON
S 4" CONC. SIDEWALK
V2
V3
3" MILLING
INCIDENTAL MILLING
CONCRETE BARRIER
TYPE T
R 9" X 18" CURB
WITH WIRE MESH
12’’ JOINTED TRUCK APRON
SOIL STABILIZATION
GEOTEXTILE FOR
2" TYPE S9.5CC10
POINT
GRADE
7’’
GRADE
POINT
7’’
GRADE
POINT
7’’
GRADE
POINT
8"
7’’
FDPS
3:16’ TO 8’
9’ TO 11’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
TYPICAL SECTION NO. 10
USE TYPICAL SECTION NO. 10
0.02 0.02
11’11’
E2
C2
LC
T E2
4:13:1
M
AX SLOPE0.08
12’
0.08
3:1 MAX SLOPET
USE TYPICAL SECTION NO. 11
TYPICAL SECTION NO. 11
CL
C2
E2
0.08 0.02 0.02
0
.08
4:1 3:1
M
AX SLOPEE2
11’11’6’
9’ W/GR
6’
9’ W/GR
12’
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
PAVEMENT
2A-5
8’8’
11’ W/GR11’ W/GR
MATCHLINE CMATCHLINE CUSE TYPICAL SECTION NO. 12
TYPICAL SECTION NO. 12
CL
C2
E2
0.08 0.02 0.02
0
.08
4:1 3:1
M
AX SLOPEE2
6’
9’ W/GR
6’
9’ W/GR
12’
W
UMATCHLINE CMATCHLINE CMATCHLINE CMATCHLINE C-Y11- STA 25+75.66 (END BRIDGE) TO STA 33+75.00
-Y11- STA 13+50.00 TO STA 24+07.66 (BEGIN BRIDGE)
-Y10- STA 22+83.52 (END BRIDGE) TO STA 32+25.00
-Y10- STA 13+75.00 TO STA 20+89.43 (BEGIN BRIDGE)GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL 3:1 MAX SLOPE3:1 MAX SLOPE-Y11- (RHODES POND ROAD)
-Y10- (SHERRILL BAGGETT ROAD)
NOTES:
SEE PLANS FOR LOCATION OF AUXILARY LANES, TURN LANES, TAPERS, AND CONCRETE ISLANDS.
*4:1 MAXIMUM SLOPES WITHIN INTERCHANGES.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
GRADE TO THIS LINE
GRADE TO THIS LINE GRADE TO THIS LINE
GRADE TO THIS LINE
VAR. 11’VAR. 11’
TO 15’TO 15’
TYPICAL SECTION NO. 13
CL
0.024:1
J2
2’2’
GROUND
ORIGINAL
GROUND
ORIGINAL
GRADE TO THIS LINE
VAR. 5’VAR. 5’
TO 8’TO 8’
USE TYPICAL SECTION NO. 13
-Y11DW- STA 10+11.00.00 TO STA 15+50.00
-Y11DW- (DRIVEWAY)3:14’3:1-Y21- (LEITHA LANE)
-SR5- (GORDON WILLIAMS ROAD)
0.02
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-Y21- (LEITHA LANE)
-SR5- (GORDON WILLIAMS ROAD)
-SR5- STA 14+50.00 TO STA 20+88.68
-Y21- STA 13+55.00 TO STA 18+75.00
-SR5- STA 20+88.68 TO STA 45+55.18
-Y21- STA 18+75.00 TO STA 38+24.80
-SR5- STA 14+00.00 TO STA 14+50.00
-Y21- STA 13+55.00 TO STA 14+05.00
NO. 11 IN THE FOLLOWING LOCATIONS:
NOTE: TRANSITION FROM EXISTING TO TYPICAL SECTION
0.02
MATCHLINE CEOT6
:1
SEE PLANS FOR LOCATIONS
GUARDRAIL
INSET C
0.08
GROUND
ORIGINAL
GROUND
ORIGINAL
E2 C2 T
VAR.
THIS LINE
GRADE TO
EARTHT
U EXISTING PAVEMENT
W WEDGING
Y MILLED RUMBLE STRIPS
4" TYPE I19.0CD3
E3
K
4.5" TYPE B25.0C
J3 10’’ ABC
C8 3" TYPE S9.5D
3" TYPE I19.0CD2
SUBGRADE
12" TYPE 1 AGGREGATE
N
C2 3" TYPE S9.5B
C9 VAR. TYPE S9.5D
C3 VAR. TYPE S9.5B
D4 VAR. TYPE I19.0C
E4
D1 2.5" TYPE I19.0C
V1 1.5" MILLING
R1
R7
R2
R9
1’-6’’ C&G
2’-6’’ C&G
4’’ ISLAND COVER
E2 4" TYPE B25.0C
PAVEMENT SCHEDULE
C1 1.5" TYPE S9.5B
C5 3" TYPE S9.5C
C6 VAR. TYPE S9.5C
C4 1.5" TYPE S9.5C
C7 1.5" TYPE S9.5D
E5 5.5" TYPE B25.0C
E6 VAR. TYPE B25.0C
E1 3" TYPE B25.0C
5" TYPE B25.0C
J1 6’’ ABC
J2 8’’ ABC
P PRIME COAT
R4
CONCRETE ISLAND
5’’ MONOLITHIC
R6
CONCRETE BARRIER
SINGLE FACED
R3
R5 SBG
R8 12’’ JOINTED TRUCK APRON
S 4" CONC. SIDEWALK
V2
V3
3" MILLING
INCIDENTAL MILLING
CONCRETE BARRIER
TYPE T
R 9" X 18" CURB
WITH WIRE MESH
12’’ JOINTED TRUCK APRON
SOIL STABILIZATION
GEOTEXTILE FOR
2" TYPE S9.5CC10
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
STRUCTURE TYPICAL SECTION
POINT
GRADE
8’-9"8’-9"12’-0"
16’-0"9"9"
12’-0"
57’-6" CLEAR ROADWAY
8’-0"8’-0"
5" MONOLITHIC CONCRETE ISLAND
0.025 0.0250.025
TYPICAL SECTION UNDER STRUCTURE
12’-0"12’-0"12’-0"12’-0"
POINT
GRADE
13’-0"13’-0"
26’-0"
12’-0"12’-0"12’-0"12’-0"
14’-0"
FDPS
14’-0"
FDPS
POINT
GRADE
C -L- (I-95)L
POINT
CROWN
SB NB
POINT
CROWN
15’-6"15’-6"
76’-6"76’-6"8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec3.dgnaheflerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
2A-6I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TYPICAL ON STRUCTURE
POINT
GRADE
0.020
8’-0"
38’-0" CLEAR ROADWAY
11’-0"11’-0"8’-0"
0.020
SITE 7
0.025 0.020
0.040 0.0400.040 0.025 0.040
0.0250.0200.0200.0200.025
TYPICAL SECTION UNDER STRUCTURE
12’-0"12’-0"12’-0"12’-0"
POINT
GRADE
13’-0"13’-0"
26’-0"
12’-0"12’-0"12’-0"12’-0"
14’-0"
FDPS
14’-0"
FDPS
POINT
GRADE
C -L- (I-95)L
POINT
CROWN
SB NB
POINT
CROWN
15’-6"15’-6"
76’-6"76’-6"
SITE 6
0.02 0.02 0.020.02
0.04 0.025 0.02 0.02 0.020.020.040.04 0.04
C -Y10- (SHERRILL BAGGETT ROAD)L
2. SEE SHEET 187 FOR PROFILE VIEW.
1. SEE SHEET 48 FOR PLAN VIEW.
NOTES:
2. SEE SHEET 193 FOR PROFILE VIEW.
1. SEE SHEET 52 FOR PLAN VIEW.
NOTES:
WALL
MSE
BRIDGE AT -Y9B- STATION 14+61.82 OVER -L- STATION 591+70.22
BRIDGE AT -Y10- STATION 21+86.48 OVER -L- STATION 652+36.45
C -Y9B- (GODWIN FALCON ROAD)L
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
0.0200.020
FACED BARRIER
41" SINGLE
FACED BARRIER
41" SINGLE
WALL
MSE
WALL
MSE
FACED BARRIER
41" SINGLE
FACED BARRIER
41" SINGLE
WALL
MSE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8/24/2020R:\Roadway\Proj\I5986A_Rdy_typ_sec3.dgnaheflerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
2A-7I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE 9
SITE 8
0.025 0.0250.0250.025
TYPICAL ON STRUCTURE
C -L- (I-95)L
12’-0"12’-0"12’-0"12’-0"
POINT
GRADE
12’-0"12’-0"12’-0"12’-0"
POINT
GRADE
12’-0"12’-0"
73’-0"
13’-0"
POINT
CROWN
SB
73’-0"
NB
POINT
CROWN
146’-0" CLEAR ROADWAY
13’-0"
POINT
GRADE
8’-0"
38’-0" CLEAR ROADWAY
11’-0"11’-0"8’-0"
TYPICAL ON STRUCTURE
TYPICAL SECTION UNDER STRUCTURE
12’-0"12’-0"12’-0"12’-0"
POINT
GRADE
13’-0"13’-0"
26’-0"
12’-0"12’-0"12’-0"12’-0"
14’-0"
FDPS
14’-0"
FDPS
POINT
GRADE
C -L- (I-95)L
SB NB
15’-6"15’-6"
76’-6"76’-6"
2. SEE SHEET 136 FOR PROFILE VIEW.
1. SEE SHEET 54 FOR PLAN VIEW.
NOTES:
0.020.02
0.04
0.020.02
0.02 0.02 0.02 0.02
0.04 0.04 0.04 0.04 0.04 0.02 0.04 0.04 0.04 0.04 0.04 0.02
C -Y11- (RHODES POND ROAD)L
2. SEE SHEET 194 FOR PROFILE VIEW.
1. SEE SHEET 57 FOR PLAN VIEW.
NOTES:
BARRIER RAIL
42" CONCRETE
BARRIER RAIL
42" CONCRETE
BRIDGE ON -L- STATION 677+93.39 OVER BLACK RIVER
BRIDGE AT -Y11- STATION 24+91.66 OVER -L- STATION 710+35.83
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
WALL
MSE
FACED BARRIER
41" SINGLE
FACED BARRIER
41" SINGLE
WALL
MSE
0.025 0.02 0.02
I-5986A 1049-1048
10.5’ GR48" WW W/1SBW48" WW W/1SBW48" WW W/1SBW
MTLMTLMTL
WOODS
WOODS
WOODS WOODS
15" RCP
I-95 SBL VAR BSTI-95 SBL 37’ BST
I-95 NBL VAR BSTI-95 NBL 37’ BST
10.5’ BST
10’ BST
3.5’ BST
3’ BST
SR 1860 GORDON WILLIAMS RD 20’ BST 66" RCP18" RCPDI
FES
CONC HW
CONC HW 72" CMPBL-214
48" WW 1SBW
40’ ACCESS EASEMENT PER PB 134 PG 144EXISTING R/W260.00’CONC PAVED DITCH
BL*3604
18" RCP 15" RCP
15" RCP
VAR. WIDTH GRAVELMTL BILLBOARDMTL BILLBOARD28’ GRAVELMTL BILLBOARDGRAVEL20’EXISTING R/W
R/W MON
WOODS
BM #510
T
ALTMAN, DORIS ELLEN LIFEDB 7467 PG 694
BRAXTON, CLARA GAYLE M
BK DB 5036 PG 32
DB 9209 PG 731
N 2939’13" E
1423.66’
N 4040’49" ES 5327’41" EN 5341’25" W153.83’215.64’BK DB 4794 PG 305
DB 9523 PG 764
GREENWOOD, MARGARET W
PB 65 PG 11
BRAXTON, CLARA GAYLE M
BK DB 5036 PG 32
DB 9209 PG 731
BRAXTON, CLARA GAYLE M
DB 5036 PG 32
P.S.2’20’P.S.4’.03.02.022.022.02(TYP)
20’.016.02.02.03(TYP)
20’.016+54.83+31.51P.S.2’P.S.2’8:1 8
:1
BARRIER
TEMP. CONC.
BARRIER
TEMP. CONC.
ATTENUATOR
TEMPORARY
ATTENUATOR
TEMPORARY
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/998/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_rdy_psh02B-6.dgnaheflerI-5986A 2B-6ON-SITE DETOUR: -SR5_DET1-
100
110
120
130
140
150
100
110
120
130
140
150
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
NAD 83/ NA 2011
160
170
180
160
170
180
-SR5_DET1-
DS = 35 MPH DS = 35 MPH
SE = 0.03
BEGIN CONSTRUCTION
-SR5_DET1- PC Sta. 10+69.63
END CONSTRUCTION
PI Sta 11+89.16
D
L = 377.99’
T = 189.16’
R = 3,750.00’
PI Sta 14+92.78
D
L = 228.57’
T = 114.78’
R = 1,000.00’
PI Sta 18+13.17
D
L = 412.79’
T = 206.61’
R = 3,750.00’
SE = NC
DS = 35 MPH
SE = NC
BEGIN PROFILE
END PROFILE
-SR5_DET1- PT Sta. 17+38.72
10+00
15+00
20+00
-SR5_DET1-
-SR5-
-SR5_DET1- PC Sta. 10+00.00=
-SR5- POC Sta. 14+15.84 (0.32’ LT)
-SR5_DET1- PT Sta. 20+19.35
-Y9RPC-
-Y9RPB-
-SR5_DET1- POC Sta. 12+52.87
-SR5_DET1- PRC Sta. 13+77.99
-SR5_DET1- PRC Sta. 16+06.56
-SR5_DET1- PT Sta. 20+00.21
SEE TRAFFIC MANAGEMENT PLANS
-SR5_DET1- STA 15+17 to 15+78 RT +/-
TEMPORARY SHORING
570+00 575+00 580+00
10+00
10+00
25+00
20+00
15+00
F
F
F
FF(BURIED 1.0)10’X7’ RCBCEL = 143.40’
-SR5_DET1- STA. 12+52.87
BEGIN GRADE
EL = 143.48’
-SR5_DET1- STA. 17+38.72
END GRADE
PI = 13+10.00
EL = 143.59’
(+)0.3400%(-)0.3362%
VC = 90’
K = 133
PI = 14+00.00
EL = 143.29’
VC = 90’
K = 138
PI = 15+00.00
EL = 143.61’
(+)0.3180%(-)0.5760%
VC = 80’
K = 89
PI = 16+20.00
EL = 142.92’
PI = 16+90.00
EL = 143.34’
(+)0.5977%(+)0.3000%
V = 55 MPH V = 60 MPH V = 50 MPH V = 35 MPH V = 65 MPH
VC = 65’
K = 55
VC = 60’
K = 202
10’X7’ RCBC
GROUND
EXISTING
GRADE
PROPOSED
(CHORD)
I-5986A 1049-1048
10.5’ GR48" WW W/1SBW48" WW W/1SBW48" WW W/1SBW
MTLMTLMTL
WOODS
WOODS
WOODS WOODS
15" RCP
I-95 SBL VAR BSTI-95 SBL 37’ BST
I-95 NBL VAR BSTI-95 NBL 37’ BST
10.5’ BST
10’ BST
3.5’ BST
3’ BST
SR 1860 GORDON WILLIAMS RD 20’ BST 66" RCP18" RCPDI
FES
CONC HW
CONC HW 72" CMPBL-214
48" WW 1SBW
40’ ACCESS EASEMENT PER PB 134 PG 144EXISTING R/W260.00’CONC PAVED DITCH
BL*3604
18" RCP 15" RCP
15" RCP
VAR. WIDTH GRAVELMTL BILLBOARDMTL BILLBOARD28’ GRAVELMTL BILLBOARDGRAVEL20’EXISTING R/W
R/W MON
WOODS
BM #510
T
ALTMAN, DORIS ELLEN LIFEDB 7467 PG 694
BRAXTON, CLARA GAYLE M
BK DB 5036 PG 32
DB 9209 PG 731
N 2939’13" E
1423.66’
N 4040’49" ES 5327’41" EN 5341’25" W153.83’215.64’BK DB 4794 PG 305
DB 9523 PG 764
GREENWOOD, MARGARET W
PB 65 PG 11
BRAXTON, CLARA GAYLE M
BK DB 5036 PG 32
DB 9209 PG 731
BRAXTON, CLARA GAYLE M
DB 5036 PG 32
20’20’(TYP)
20’.02+54.83.02.01.00.01.02PROPOSED -SR5-2’ PS8:1
ATTENUATOR
TEMPORARY
ATTENUATOR
TEMPORARY
BARRIER
TEMP. CONC.PS2’8:1PS2’8:14’ PS+30ATTENUATOR
TEMPORARY
ATTENUATOR
TEMPORARY
4’ PS+808
:1
PS2’+30Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/998/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_rdy_psh02B-7.dgnaheflerI-5986A 2B-7ON-SITE DETOUR: -SR5_DET2-
100
110
120
130
140
150
100
110
120
130
140
150
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/ NA 2011
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
160
170
180
160
170
180
570+00 575+00 580+00
10+00
10+00
25+00
20+00
15+00 (BURIED 1.0)10’X7’ RCBCGRADE
PROPOSED
GROUND
EXISTING
EL = 143.81’
-SR5- STA. 21+80.19 (11.0’ LT)
-SR5_DET2- STA. 16+85.53=
BEGIN GRADE
EL = 144.34’
-SR5_DET2- STA. 18+10.32
END GRADE
10’X7’ RCBC
PI = 17+70.00
EL = 144.08’
(+)0.3205%(+)0.6395%
V = 75 mph
K = 188
VC = 60’
(CHORD)
-SR5_DET2--SR5-
-Y9RPC-
-Y9RPB-
PI Sta 11+43.19
D
L = 286.24’
T = 143.19’
R = 3,750.00’
PI Sta 15+46.53
D
L = 519.75’
T = 260.29’
R = 3,750.00’
PI Sta 19+44.66
D
L = 277.23’
T = 138.68’
R = 3,750.00’
-SR5_DET2-
-SR5_DET2- PC Sta. 10+00.00=
-SR5- POC Sta. 14+95.07 (0.09’ LT)
END CONSTRUCTION
-SR5_DET2- PT Sta. 20+83.21
BEGIN CONSTRUCTION
BEGIN PROFILE
END PROFILE
SE = NC
DS = 35 MPH
SE = NC
DS = 35 MPH
-SR5_DET2- PRC Sta. 18+05.99
-SR5_DET2-
10+00
15+00
20+00
-SR5_DET2- PRC Sta. 12+86.24
SE = NC
DS = 35 MPH
-SR5- POC Sta. 21+80.19 (11.0’ LT)
-SR5_DET2- POC Sta. 16+85.53=
-SR5_DET2- POC Sta. 18+10.32
-SR5-
-L-
F
F
F
F
F
F F
F FF
FF
-L--L-.025.02.02.025.02.02.025.02.02.025.02.02615+00 620+00
625+00
-L--L-
MTL MTL MTL
WOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BSTI-95 SBL 37’ BST
I-95 NBL 37’ BSTI-95 NBL 37’ BST 36" RCP36" RCP
DI
JB
POSS
DI
18" RCPFES
I5986-11
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
CONC PAVED DITCH CONC PAVED DITCH
ECM
220.00’BM #512
RAMSEY, GLORIA MCEACHIN
PB 120 PG 200
MCINTYRE JR, DONALD M
DB 8486 PG 385
BK DB 298 PG 255
MCINTYRE JR, DONALD M
DB 8486 PG 383
BK DB 298 PG 255
MCINTYRE JR, DONALD M
DB 8486 PG 383
BK DB 298 PG 255 N
6
8
2
9
’
1
8
" W2
3
5.
7
7
’
MCINTYRE JR, DONALD M
DB 8486 PG 383
BK DB 298 PG 255
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
.02.02.01TEMPORARY WEDGINGP.S.4’P.S.4’22’P.S.4’22’P.S.4’(TYP)
30’+09.94BARRIER
TEMP. CONC.
BARRIER
TEMP. CONC.+79.94Responsive People | Creative Solutions
NC License No. F-0112
900 Ridgefield Drive Suite 350 | Raleigh, North Carolina 27609-3960
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/998/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_rdy_psh02B-8.dgnaheflerI-5986A 2B-8
www.rkk.com
Engineers | Construction Managers | Planners | Scientists SEE SHEET 2B-9MATCHLINE -L_DET1- STA. 22+00.00 100
110
120
130
140
150
160
100
110
120
130
140
150
160
CROSS-OVER -L_DET1-
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 SEE SHEET 2B-9MATCHLINE -L_DET1- STA. 22+00.00 170
180
170
180
NAD 83/ NA 2011
-L_DET1-
DS = 65 MPH
SE = NC
DS = 65 MPH
PI Sta 15+17.79
D
L = 1,035.02’
T = 517.79’
R = 12,900.00’
PI Sta 25+52.81
D
L = 1,035.02’
T = 517.79’
R = 12,900.00’
SE = NC
BEGIN GRADE
-L_DET1- POC STA. 20+79.65=
-L- STA. 624+53.03 (13.0’ LT)
BEGIN CONSTRUCTION
-L_DET1- POC STA. 19+37.20=
-L- STA. 623+10.19 (13.0’ LT)
10+00
15+00
20+00
-L_DET1- PC Sta. 10+00.00=
-L- POT Sta. 613+74.62 (58’ LT)
-L_DET1- PRC Sta. 20+35.02
-L_DET1-
BEGIN GRADE
-L_DET1- POC STA. 20+79.65=
-L- STA. 624+53.03 (13.0’ LT)
EL = 152.01’
V = 70 MPH
GROUND
EXISTING
GRADE
PROPOSED
(+)0.3408%(-)0.3395%
PI = 21+90.00
EL = 152.38’
VC = 170’
K = 250
-L-
GREU TL-3
.025.02.02.025.02.02.025.02.02.025.02.02630+00
635+00
-L-
PI Sta 13+22.49 PI Sta 15+94.71
.0 4
.03.05
.04.03.02.01.00.01.02.02(TYP)
20’+18.97(TYP)20’
+17.00
15
+
00
-Y21-
-Y21- PT Sta. 17+45.64
-Y21- PCC Sta. 14+30.20
EXIST
BEGIN GRADE-Y21- POC Sta. 14+05.00
CAT-1 v7.5’ SOIL 1
5
" RCP
1
S
F
DBILLBOARDS WE
L
L
48" WW W/1SBW 48" WW W/1SBW
48" WW W/1SBW48" WW W/1SBW48" WW W/1SBW
54" MTL GATE4
1’ BSTSR
1
8
0
7 BEND OF RI
VER RDMTL MTL
L
P W/LTWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODSWOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
9’ BST
3.5’ BST
3.5’ BST
DUMPSTER RD 18’ BST
JB
POSS
36" RCP36" RCP
36" RCPTOP=147.01’
DI BILLBOARDI5986-12
EXISTING R/
W
E
XIS
TI
NG
R/W60.00’CONC PAVED DITCH
R/W MON220.00’WOODS
T
METER
ELECTRIC
FOUR OAKS INVESTMENT LLCRAMSEY, GLORIA MCEACHI
NMCLEAN, MARY
DB 9395 PG 438
DB 2461 PG 753
DB 8908 PG 41
DB 8908 PG 41
& HUSBAND LOUIS C
ARVIEUX, KATHRYN POPE
N 2200’39" E
209.87’
S 2200’54" W
239.01’N
6
9
5
9
’
0
6
" W1
0
0.
0
3
’
N 2228’29" E
300.85’
S 2201’02" W
51.98’N
6
6
4
1’
2
4
" W2
4
2.
8
8
’
DB 8908 PG 41
& HUSBAND LOUIS C
ARVIEUX, KATHRYN POPE
DB 8908 PG 41
& HUSBAND LOUIS C
ARVIEUX, KATHRYN POPE
MCLEAN, MARY
DB 2461 PG 753
DEBRA B MOORE
MARY B RICE &
TALMAGE S
BAGGETT JR,
1
3
9.
6
6
’N6
7
1’
5
0
"WHUSBAND LOUIS C
POPE &
ARVIEUX, KATHRYN
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
.01.02.00.01.01.00.02.01.02.02TEMPORARY WEDGINGP.S.4’22’P.S.4’P.S.4’22’P.S.4’(TYP)
30’
(TYP)
30’+09.94BARRIER
TEMP. CONC.
BARRIER
TEMP. CONC.+54.92(TYP)
30’
Responsive People | Creative Solutions
NC License No. F-0112
900 Ridgefield Drive Suite 350 | Raleigh, North Carolina 27609-3960
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/998/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_rdy_psh02B-9.dgnaheflerI-5986A 2B-9
www.rkk.com
Engineers | Construction Managers | Planners | Scientists 100
110
120
130
140
150
160
100
110
120
130
140
150
160
CROSS-OVER -L_DET1-SEE SHEET 2B-8MATCHLINE -L_DET1- STA. 22+00.00 SEE SHEET 2B-8MATCHLINE -L_DET1- STA. 22+00.00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
NAD 83/ NA 2011
170
180
170
180
-L_DET1-
DS = 65 MPH
SE = NC
END GRADE
-L_DET1- POC STA. 25+13.59=
-L- STA. 628+86.16 (13.0’ RT)
PI Sta 25+52.81
D
L = 1,035.02’
T = 517.79’
R = 12,900.00’
END CONSTRUCTION
-L- STA. 632+81.90 (13.0’ RT)
25+00
30+00
-L_DET1- PT Sta. 30+70.05=
-L- POT Sta. 634+42.45 (25’ LT)
-L_DET1- POC STA. 25+13.59
-L_DET1-
END GRADE
-L_DET1- POC STA. 25+13.59=
-L- STA. 628+86.16 (13.0’ RT)
EL = 151.89’
V = 70 MPH
V = 70 MPH
V = 65 MPH
GROUND
EXISTING
GRADE
PROPOSED
PI = 21+90.00
EL = 152.38’
VC = 170’
K = 250
PI = 23+30.00
EL = 151.91’
(-)0.3395%
VC = 100’
K = 184
PI = 24+35.00
EL = 152.12’
(+)0.2041%(-)0.3000%
VC = 100’
K = 198
.025.02.02.025.02.02.025.02.02.025.02.02755+00 760+00 765+00
48" WW W/1SBW
48" WW W/1SBWBILLBOARD
48" WW W/1SBW 48" WW W/1SBW APPROX 48" WW W/1SBW
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
9.5’ BST
3.5’ BST
3’ BST
2
4
" RCP2
4
" RCP
42" RCP42" RCPDIDIDI
FES
CONC HW
42"
R
C
P
42" RCP
BL-230
EIP
260.00’CONC PAVED DITCH
CONC PAVED DITCH
BROKEN
CONC PAVED DITCH
MTL
BM #518
H & J FARMS INC
DB 2662 PG 503
N 5049’57" W2676.12’R/W-EIP0.07’H & J FARMS INC
DB 2662 PG 503
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
.02.02.02.01.00.02.01.01.00.02.01.02TEMPORARY WEDGING
(TYP)
30’
(TYP)
30’+89.30P.S.4’22’P.S.4’P.S.4’22’P.S.4’BARRIER
TEMP. CONC.
BARRIER
TEMP. CONC.+14.10Responsive People | Creative Solutions
NC License No. F-0112
900 Ridgefield Drive Suite 350 | Raleigh, North Carolina 27609-3960
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/998/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_rdy_psh02B-10.dgnaheflerI-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists 100
110
120
130
140
150
160
100
110
120
130
140
150
160SEE SHEET 2B-11MATCHLINE -L_DET2- STA. 23+00.00 CROSS-OVER -L_DET2-
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00SEE SHEET 2B-11MATCHLINE -L_DET2- STA. 23+00.00 2B-10
NAD 83/ NA 2011
170
180
170
180
DS = 65 MPH
SE = NC
END GRADE
-L_DET2- PT STA. 19+88.89=
-L- STA. 764+74.17 (13.0’ LT)
PI Sta 25+49.67
D
L = 1,031.89’
T = 516.22’
R = 12,900.00’
-L_DET2-
DS = 65 MPH
SE = NC
PI Sta 15+17.00
D
L = 1,033.45’
T = 517.00’
R = 12,900.00’
BEGIN GRADE
-L_DET2- POC STA. 15+56.24=
-L- STA. 760+42.33 (13.0’ RT)
BEGIN CONSTRUCTION
-L_DET2- POC STA. 11+60.69=
-L- STA. 756+46.81 (13.0’ RT)
END CONSTRUCTION
-L_DET2- PT STA. 21+30.95=
-L- STA. 766+16.61 (13.0’ LT)
-L_DET2- PRC STA. 20+33.45
-L_DET2- PC STA. 10+00.00=
-L- STA. 754+86.26 (25.0’ RT)
10+00
15+00
20+00
-L_DET2-
BEGIN GRADE
-L_DET2- POC STA. 15+56.24=
-L- STA. 760+42.33 (13.0’ RT)
EL = 150.31’
END GRADE
-L_DET2- PT STA. 19+88.89=
-L- STA. 764+74.17 (13.0’ LT)
EL = 148.75’
GROUND
EXISTING
GRADE
PROPOSED
V > 80 MPH
V > 80 MPH
PI = 16+10.00
EL = 149.95’
(-)0.6800%
VC = 100’
K = 264
PI = 19+35.00
EL = 148.97’
(-)0.3012%(-)0.4000%
VC = 100’
K = 1012
.025.02.02.025.02.02.025.02.02.025.02.02770+00 775+00
GREU TL-3 CAT-1 .025.02.02.025.02.02.025.025.025.025+60+6048" WW W/1SBW
48" WW W/1SBW
WOODS
WOODSWOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
9.5’ BST
3.5’ BST
3.5’ BST
18" RCP18" RCPDI
DI
FES
FES
I5877-1
EXISTING R/W
EXISTING R/W
260.00’CONC PAVED DITCHCONC PAVED DITCH
MTL
H & J FARMS INC
DB 2662 PG 503
P.S.4’22’P.S.4’P.S.4’22’P.S.4’BARRIER
TEMP. CONC.
BARRIER
TEMP. CONC.
Responsive People | Creative Solutions
NC License No. F-0112
900 Ridgefield Drive Suite 350 | Raleigh, North Carolina 27609-3960
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/998/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_rdy_psh02B-11.dgnaheflerI-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists 100
110
120
130
140
150
160
CROSS-OVER -L_DET2-2B-11
100
110
120
130
140
150
160SEE SHEET 2B-10MATCHLINE -L_DET2- STA. 23+00.00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00SEE SHEET 2B-10MATCHLINE -L_DET2- STA. 23+00.00 NAD 83/ NA 2011
170
180
170
180
31+00
DS = 65 MPH
SE = NC
-L_DET2-
R = 12,900.00’
T = 516.22’
L = 1,031.89’
D
PI Sta 25+49.67
25+00
30+00
-L_DET2- PT STA. 30+65.34=
-L- STA. 775+49.39 (58.0’ LT)
-L_DET2-
GROUND
EXISTING
ROUNDABOUT LAYOUT
CONCRETE APRON COVER
MONOLITHIC ISLAND
(TYP)
25’
+
16
.86
+50
(TYP)
25’
+
5
0+75+
4
4.9
9
5.4
0’
+
4
5.2
4
5.4
0’
+
5
8.8
2R=
2
0’
+
5
8.8
2R=
2
0’
+50.78
-Y9
RP
B-
+13
.23
, R=50’
-RAB
Y9AB-
16’
+41.68
R=3’+99.06, R=50’-RAB Y9AB-+37.22
R=20’
27.58’ RT; R=250’
-Y9B- +70.47 12’
9’ FDPS
+54.00
5.41’
+52.95
12’
75’
57’18’
5’
5’5’
5’
5’
PROP. 1’-6" C&G
+39.64; R=20’
-Y9B- +39.85; R=104’
-RAB Y9
AB- +1
3.
6
5
5’16’5’5’PROP. 1’-6" C&G
R=20’+00R=20’+005.39’+85.905.42’+86.89.02
.01
.00
.01.02.
0
2
.01
.00.01
.02 +58.39-RAB Y9AB-R=50’+00.42-Y9RPA-R=3’
+43.40 +31.28+93
.09
+24.84
-R
AB
Y9
AB-
R=50’
-Y9B-; +18.38; R=78’
25.81’ LT
+92.10
1’-6" C&G
PROP.
5’
-RAB Y9AB- +55.75 -RAB Y9AB- +44.24
-Y9A- +07.44; R=125’5’
PROP. 1’-6" C&G
1’-6" C&G
PROP.
-Y9A- +01.20; R=78’R=50’
23.35’ RT
+34.25
+
6
7.5
3
-RAB Y9
AB-12’
12’
-R A B Y 9AB -
+35.89R=50’
-Y9- +16.08; R=138’
+73.00; R=15’
-Y9A- +77.38; R=102’+76.59; R=20’
+62.92; 5.40’
+61.35; 5.55’
1
INSET A
INSET A
N.T.S.
3
4 5 7
8
9
6
2
10
R=1’R=3’
R=90’
R=103.68’
R=150’
R=2’
+00
4’
1’
3’
4’
4’
8’
-RAB_Y9AB- Sta. 11+10.75
-Y9A- Sta. 18+74.84 =
R=70.35’
2
0’
INSET B
INSET BN.T.S.
-RAB_Y9AB- Sta. 12+64.00
-Y9B- Sta. 10+52.94 =
54
3
2
1
6 7
8
9
10
R=3’
R=1’
R=90’
R=90.75’
R=155’
R=63.94’
0.75’
0.75’
16’
17.5’
8’
8’
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh2B-12_roundabout.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
NAD 83/ NA 2011
Responsive People | Creative Solutions
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
B
A
2B-11
10
+
0
010+0020+00
-RAB_Y9AB-
-Y9
B-GREU TL-
3
TYPE-
I
I
I TYPE=I
I
ICAT-125+00
-Y9RPA-
ROUNDABOUT LAYOUT
CONCRETE APRON COVER
MONOLITHIC ISLAND
1
2
3
4
5
6 7
9
10
8
INSET A
N.T.S.
INSET BN.T.S.
INSET A
INSET B
12’12’16’16’
1
2
3
4
5
6
7
8
9
10
4’
4’4’
8’3’
1’
+25
R=145’
R=63.03’
R=3’
R=1’
R=103.68’
R=90’
R=2’
R=1’
R=85.75’
R=85’
R=3’
R=13.03’
R=130’
-RAB Y9BC- Sta. 12+68.61
-Y9B- Sta. 20+10.84 =
-RAB Y9BC- Sta. 10+92.12
-Y9C- Sta. 10+53.38 =
+15.13; 5.41’
+28.44; R=20’
-Y9B- +23.93; R=104’
-RAB_Y9BC- +13.6531.15’ RT
+83.53;
R=73’-Y9B- +47.83;
R=3’
PROP. 1’-6" C&G+28.44; R=20’+90.58; 24.35 LT
-Y9B- +59.52; R=118’+14.38; 5.40’
+62.36;
R
=138’
+
2
6.76; 5.40’
-RAB_Y9BC- +36.83; R=104’
+18.29; 16.00’ RT
+51.88; 22.50
+57.27; 5.41’
+43.59; R=20’
+43.59; R=20’+35.81; R=5.39’+37.03; R=5.42’R=3’
.02
.01
.00
.01 .02 .02.01.00
.01
.02
R
=20’
+40.59
+
2
7.01; 5.41’5’5’5
’-Y9RPD- +37.63;
1
2’ LT+13.67; R=50’
-RAB_Y9BC-
R=50’+50.61;
R
=20’
+40.59; 5’
5’5’+96.68; R=50’-RAB_Y9BC-+28.83; R=30’
-RAB_Y9BC-
27.41’ LT
-Y9C- +86.40
+27.02; R=78’R=20’+50.00R=20’+50.005’5’-RAB_Y9BC- R=50’ +54.50+47.90; R=75’+39.17; 18.50’ RT+52.96;-Y9RPC-+18.65; R=50’-RAB_Y9BC--Y9 C- +6 8 .2 2 ; 2 4 .6 1’ RT R=15 0 ’
5.41’+57.27
5’20’
57’75’+82.25+89.11
+42.13
+3
0.2
6
18’16’
0.75’
0.75’
17.5’
8.75’8.75’
5
’PROP. 1’-6" C&G +50
(TYP)
25’
(TYP)
25’
+
50+75+50
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh2B-13_roundabout.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
NAD 83/ NA 2011
Responsive People | Creative Solutions
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
C D
2B-12
-Y9
B-
-Y9
C--RAB_Y9BC-20
+
00
10
+
0
0 10+0025+00GREU TL-
3
2
5
+
0
0
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGN
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8/24/2020R:\Hydraulics\CADD\PSH\Redlines\I-5986A_HYD_Ditch Detail_Sec3.dgnaheflerI-5986A
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0’

DETAIL
Traffic Flow
Outside Ditch 1.0’ Max0.5’ Min.S=Ditch Slope C Proposed Ditch
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2’DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
20’L (See Chart Below)

DETAIL
C Proposed Ditch
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
DETAIL
Traffic Flow
Outside Ditch 1.0’ Max.0.5’ Min.etc.
GI

C Proposed Ditch
VAR.STAKESLOPE5.0’
D2:1LIMITSCLEARING( Not to Scale)
BERM DITCH
5.0’
10.0’ V.C.
DETAIL E
?
10.0’
Min. D=1.0 Ft.
2D-5
LETTER BEFORE YOU ADD A NEW ONE!!MAKE SURE YOU ARE USING A NEW DETAILTURN ON OTHER DITCH DETAIL SECTIONS AND OR FLATTER3:1d
D
( Not to Scale)
B
CHANNEL CHANGE
Ground
Natural
Ground
Natural
Exist. ChannelGEOTEXTILE
Type of Liner= VARIES b=5.0 Ft.
B= SEE BELOW
Max. d= SEE BELOW
Min. D=SEE BELOW
DETAIL S
Ground
Natural
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-Y9C- STA. 16+50 TO STA. 19+00 RT, MIN D=1.0’, B=2’
DETAIL V
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Ditch
Front
( Not to Scale)Flatter
4:
1
or Flatter4:1 or
-L- STA. 643+00 TO STA. 647+00 LT
-L- STA. 599+50 TO STA. 600+50 LT
-L- STA. 557+50 TO STA. 574+00 RT
Point
Shoulder
Point
Shoulder
MEDIAN V DITCH
DETAIL G
( Not to Scale)
10’
4:1 4
:1
Distance Varies Depending Upon Specified Elevation
D
DETAIL Q
10’ WIDE BERM
lowest control point
from Top of Berm to
D=Varies; Distance
or Proposed Ditch
in Natural Ground
Lowest Point
-L- STA. 762+00 LT, TOP ELEV=146.8’
-L- STA. 759+00 LT, TOP ELEV=148.5’
-L- STA. 642+70 LT, TOP ELEV=148.1’3:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 654+00 TO STA. 654+50 LT
DETAIL Y
Max. d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
GeotextileFlatter3:1 or D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
DETAIL NOT USED IN SECTION 3
DETAIL O
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Fill
( Not to Scale)
Flatter3:1 or
Flatter3:1 or D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL NOT USED IN SECTION 3
DETAIL J
b= 5.0 Ft.
B= SEE BELOW
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
DETAIL NOT USED IN SECTION 3
LATERAL ’V’ DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
DETAIL NOT USED IN SECTION 3
b=5.0 Ft.
Min. D=2.5 Ft.
DETAIL X
Ground
Natural
Slope
Fill
BFlatter3:1 or D
( Not to Scale)
STANDARD BASE DITCH
DETAIL W
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Ground
Natural
Flatter3:1 or
DETAIL NOT USED IN SECTION 3
( Not to Scale)
LATERAL BASE DITCH
3:1D
B
b
d
3:1 1"/Ft.
DETAIL NOT USED IN SECTION 3
DETAIL R
b= 5.0 Ft.
B= 4.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0’
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
Flatter3:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
DETAIL NOT USED IN SECTION 3
DETAIL U
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
6:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter6:1 or
DETAIL NOT USED IN SECTION 3
DETAIL Z
B= 6 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Ditch
Front
LATERAL ’V’ DITCH
( Not to Scale)
3:
1 3:1
D
b
d
1"/Ft.
DETAIL NOT USED IN SECTION 3
Slope
Fill
Type of Liner= CL B Rip-Rap b=5.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
DETAIL M
Ground
Natural
Geotextile
( Not to Scale)
5:15:1D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL NOT USED IN SECTION 3
DETAIL L
b=5.0 Ft.
B=6.0 Ft.
Min. D=2.0 Ft.
Ground
Natural
Slope
Fill
d 3:1B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
DETAIL NOT USED IN SECTION 3
DETAIL N
B= 4.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Ditch
Slope
Front
Geotextile
BEG. EL=134.80’, END EL=134.35’, L=48’, S=0.9%
-L- STA. 766+40 RT, B=6’, CL II RIPRAP, MIN D=3.0’
BEG. EL=138.55’, END EL=137.85’, L=55’, S=1.3%
-L- STA. 766+40 LT, B=6’, CL I RIPRAP, MIN D=3.0’
LATERAL ’V’ DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
-Y21- STA. 31+00 TO STA. 36+00 RT
-Y11- STA. 26+00 TO STA. 27+00 RT
-Y10- STA. 28+75 TO STA. 32+00 RT
-Y10- STA. 27+86 TO STA. 31+00 LT
-Y10- STA. 20+00 TO STA. 21+30 RT
-Y9RPD- STA. 18+29 TO STA. 24+50 RT
b=5.0 Ft.
Min. D=1.5 Ft.
DETAIL K
Ground
Natural
Slope
Fill
Flatter4:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
Y21- STA. 14+50 TO STA. 16+82 RT
-Y21- STA. 14+00 TO STA. 19+78 LT
-Y11DW- STA. 11+50 TO STA. 15+50 RT
-Y11DW- STA. 12+50 TO STA. 15+50 LT
-Y11- STA. 32+50 TO STA. 36+00 LT
-Y11- STA. 13+60 TO STA. 15+00 LT
-Y11- STA. 12+00 TO STA. 13+90 RT
-Y11- STA. 12+00 TO STA. 13+30 LT
-Y10- STA. 32+00 TO STA. 34+00 RT
-Y10- STA. 31+00 TO STA. 34+00 LT
-Y10- STA. 12+50 TO STA. 13+00 RT
-Y9RPD- STA. 16+86 TO STA. 20+00 LT
-Y9RPA- STA. 14+73 TO STA. 18+50 RT
-Y9RPA- STA. 15+70 TO STA. 19+00 LT
-Y9C- STA. 13+00 TO STA. 15+50 RT
-Y9C- STA. 13+50 TO STA. 15+50 LT
-Y9A- STA. 10+00 TO STA. 16+00 LT
-Y9A- STA. 10+00 TO STA. 16+50 RT
-SR5- STA. 37+50 TO STA 41+50 LT
-SR5- STA. 33+47 TO STA. 37+00 RT
-SR5- STA. 20+92 TO STA. 22+92 RT
-SR5- STA. 14+00 TO STA. 17+96 RT
-L- STA. 760+00 TO STA. 761+00 LT
-L- STA. 758+50 TO STA. 759+00 LT
-L- STA. 742+50 TO STA. 753+00 LT
-L- STA. 731+50 TO STA. 732+50 RT
-L- STA. 725+50 TO STA. 726+50 RT
-L- STA. 711+50 TO STA. 735+00 LT
-L- STA. 711+50 TO STA. 715+00 RT
-L- STA. 696+00 TO STA. 709+00 LT
-L- STA. 653+00 TO STA. 659+00 RT
-L- STA. 646+00 TO STA. 650+50 RT
-L- STA. 647+00 TO STA. 649+00 LT
-L- STA. 629+00 TO STA. 637+00 RT
-L- STA. 629+50 TO STA. 635+00 LT
-L- STA. 620+00 TO STA. 620+50 LT
-L- STA. 609+50 TO STA. 610+50 LT
-L- STA. 599+00 TO STA. 600+00 RT
-L- STA. 595+00 TO STA. 599+50 LT
-L- STA. 582+00 TO STA. 585+00 LT
DETAIL B
Min. D=2.0 Ft.
Ground
Natural Slope
Ditch
Front
Fill Slope3:1 or Flatter
Type of Liner= CL B Rip-Rap
DETAIL H
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
d= 5.0 Ft.
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
Flatter3:1 or
D
-L- STA. 761+00 TO STA. 761+35 LT
-L- STA. 740+00 TO STA. 742+50 LT
-L- STA. 735+00 TO STA. 735+85 LT
-L- STA. 627+50 TO STA. 629+00 RT
-L- STA. 626+93 TO STA. 629+50 LT
Min. D=1.5 Ft.
DETAIL A
Ground
Natural
Flatter4:1 or
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y21- STA. 25+00 TO STA. 34+00 LT
-Y21- STA. 19+78 TO STA. 24+50 LT
-Y11- STA. 15+00 TO STA. 21+50 LT
-Y11- STA. 14+20 TO STA. 19+00 RT
-Y10- STA. 24+00 TO STA. 28+75 RT
-Y9RPB- STA. 20+50 TO STA. 23+50 LT
-Y9C- STA. 11+40 TO STA. 13+00 RT
-Y9A- STA. 16+50 TO STA. 18+90 RT
-SR5- STA. 19+65 TO STA. 20+92 RT
-SR5- STA. 17+96 TO STA. 19+55 RT
-L- STA. 764+00 TO STA. 776+50 LT
-L- STA. 753+00 TO STA. 756+40 LT
-L- STA. 748+00 TO STA. 756+40 RT
-L- STA. 732+50 TO STA. 742+00 RT
-L- STA. 699+50 TO STA. 704+40 RT
-L- STA. 694+80 TO STA. 696+50 RT
-L- STA. 666+00 TO STA. 667+00 LT
-L- STA. 656+00 TO STA. 660+10 LT
-L- STA. 642+70 TO STA. 646+00 RT
-L- STA. 639+50 TO STA. 640+35 RT
-L- STA. 573+00 TO STA. 573+60 LT
DETAIL D
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Slope
Fill
Flatter3:1 or D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-Y10- STA. 15+00 TO STA. 16+00 RT
-Y9C- STA. 13+50 TO STA. 15+50 LTT
-Y9A- STA. 16+50 TO STA. 18+90 LT (3:1 FILL SLOPE)
-L- STA. 756+50 TO STA. 758+50 LT
-L- STA. 620+50 TO STA. 622+47 LT
-L- STA. 541+75 TO STA. 550+50 LT
DETAIL C
B= 4.0 Ft.
Min. D= 2.5 Ft.
Ground
Natural
Slope
Fill
-Y10- STA. 16+00 TO STA. 18+00 RT
-Y9RPA- STA. 10+00 TO STA. 13+30 RT
-L- STA. 735+85 TO STA. 736+10 LT
-L- STA. 692+30 TO STA. 694+76 RT
-L- STA. 678+75 TO STA. 684+10 RT
-L- STA. 674+70 TO STA. 677+10 RT
-L- STA. 625+75 TO STA. 627+50 RT
-L- STA. 622+50 TO STA. 627+00 LT
-L- STA. 605+75 TO STA. 606+83 LT
3:13:1
D
( Not to Scale)
STANDARD ’V’ DITCH
BEG. EL=144.50’, END EL=144.53’, L=20’, S=0.2%
-L- STA. 735+85 LT,
Min. D=SEE BELOW
DETAIL T
Ground
Natural
Ground
Natural3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-Y10- STA. 13+00 TO STA. 15+00 RT
-SR5- STA. 36+28 TO STA. 37+50 LT
-Y9RPD- STA. 10+23 TO STA. 16+86 LT
-Y9B- STA. 16+00 TO STA. 19+50 LT
-Y9B- STA. 11+00 TO STA. 13+50 LT
-L- STA. 742+00 TO STA. 748+00 RT
-L- STA. 696+50 TO STA. 699+50 RT
-L- STA. 660+10 TO STA. 666+00 LT
-L- STA. 659+00 TO STA. 660+10 RT
-L- STA. 654+50 TO STA. 656+00 LT
-L- STA. 637+50 TO STA. 639+50 RT
-L- STA. 594+50 TO STA. 599+00 RT
-L- STA. 585+00 TO STA. 590+50 RT
-L- STA. 585+00 TO STA. 590+15 LT
-L- STA. 550+50 TO STA. 573+00 LT
DETAIL F
B= 4.0 Ft.
Min. D= 1.75 Ft.
Ground
Natural
Slope
Ditch
Front
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
BEG. EL=150.32’, END EL=150.15’, L=54’, S=0.3%
-Y9RPA- STA. 16+20 RT,
BEG. EL=153.80’, END EL=151.00’, L=300’, S=0.9%
-Y9C- STA. 11+40 RT,
BEG. EL=152.60’, END EL=151.20’, L=53’, S=2.6%
-L- STA. 594+55 RT,
BEG. EL=152.05’, END EL=151.25’, L=105’, S=0.8%
-L- STA. 593+50 LT,
BEG. EL=145.03’, END EL=144.20’, L=28’, S=3.0%
-L- STA. 761+30 LT,
BEG. EL=128.85’, END EL=129.15’, L=95’, S=0.3%
-L- STA. 695+15 TO STA. 696+00 LT,
DETAIL I
B= 4.0 Ft
Min. D= 2.0 Ft.
Ground
Natural
Ground
Natural
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y11DW- STA. 11+00 TO STA. 11+50 LT, B=4’, D=1.0’
-L- STA. 756+40 TO STA. 758+00 RT, B=12’, D=2.5’
-L- STA. 704+55 TO STA. 709+40 RT, B=10’, D=2.0’
DETAIL P
b= 5.0 Ft.
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Fill
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGN
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8/24/2020R:\Hydraulics\CADD\PSH\Redlines\I-5986A_HYD_Ditch Detail_Sec3.dgnaheflerI-5986A
3:1D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 625+50 TO STA. 625+90 RT
DETAIL AD
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)Flatter
4:
1
or Flatter4:1 or
-Y9RPC- STA. 17+50 TO STA. 24+00 RT
-Y9RPC- STA. 10+00 TO STA. 12+26 RT
-L- STA. 635+00 TO STA. 642+50 LT
-L- STA. 575+00 TO STA. 577+75 RT
B B= VARIES
DETAIL AB
MEDIAN BASE DITCH
Point
Shoulder
Point
Shoulder
2D-6
3:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
DETAIL NOT USED IN SECTION 3
Slope
Ditch
Front
DETAIL AA
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
d 3:1B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
DETAIL NOT USED IN SECTION 3
Slope
Fill
DETAIL AF
B= 4 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
2:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
DETAIL NOT USED IN SECTION 3
DETAIL AH
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
( Not to Scale)
LATERAL BASE DITCH
3:1D
B
b
d
3:1 1"/Ft.
-Y9RPB- STA. 10+00 TO STA. 11+19 LT
-L- STA. 575+50 TO STA. 576+81 LT
DETAIL AG
b= 5.0 Ft.
B= 12.0 Ft.
Max. d= 2.5 Ft.
Min. D= 2.5 Ft.
*When B is < 6.0’
Type of Liner= CL I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE 3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-Y9RPB- STA. 11+19 TO STA. 20+50 LT
-L- STA. 608+66 TO STA. 625+50 RT
DETAIL AC
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Ditch
Front
B
3:14:1D
( Not to Scale)
STANDARD BASE DITCH
DETAIL NOT USED IN SECTION 3
DETAIL AJ
B= 2 Ft.
Min. D= 1.5Ft.
Ground
Natural
Ground
Natural
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
DETAIL NOT USED IN SECTION 3
DETAIL AK
B= 2 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Ground
Natural
Flatter3:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
DETAIL NOT USED IN SECTION 3
DETAIL AL
Min. D=2.5 Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
TOE PROTECTION
d
DETAIL NOT USED IN SECTION 3
Fill Slope3:1 or Flatter
Fill Sl
ope3:1 or Flatter
DETAIL AM
d= SEE BELOW
Type of Liner= B Rip-Rap
Geotextile
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL AE
b= 5 Ft.
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Fill
-L- 642+72
CULVERT INLET AND OUTLET DETAILS
-L- 574+71
CULVERT INLET AND OUTLET DETAILS
1.0’
( Not to Scale)
ROCK FILL IN POND
DETAIL AN
Proposed
Existing
3:1
2:1Geotextile
Earth Fill to CA
Controlled Access (CA)
Right of Way or
Rock Plating
Cl B Riprap
1.5’ Thick
DETAIL NOT USED IN SECTION 3
See Below
N.W.S. Elev.=
www.rkk.com
Engineers | Construction Managers | Planners | Scientists 3:13:1
NATURAL GROUND
INLET CHANNEL IMPROVEMENTS
NATURAL GROUND
1’
2’
LENGTH = 65’, SLOPE = 0.4%
LOOKING DOWNSTREAM (NTS)(NTS)
WIDTH AT TIE-IN LOCATION
TO NATURAL CHANNEL
STRUCTURE FACE, VARIES
CHANNEL WIDTH 7’ AT
EXCAVATION
2’ CLASS I RIPRAP
TOTAL GEOTEXTILE FAB. = 136 SY
TOTAL CL I RIP RAP = 135 TONS
TOTAL CHANNEL EXCAVATION = 212 CY
PERMANENT CHANNEL EXCAVATION
LENGTH = 28’, SLOPE = 0.4%
LOOKING DOWNSTREAM (NTS)(NTS)
INLET CHANNEL IMPROVEMENTS
3:13:1
NATURAL GROUND
1’
LENGTH = 65’, SLOPE = 0.4%
LOOKING DOWNSTREAM (NTS)
2’
(NTS)
WIDTH AT TIE-IN LOCATION
TO NATURAL CHANNEL
STRUCTURE FACE, VARIES
CHANNEL WIDTH 7’ AT
WIDTH AT TIE-IN LOCATION
TO NATURAL CHANNEL
STRUCTURE FACE, VARIES
CHANNEL WIDTH 7’ AT
OUTLET CHANNEL IMPROVEMENTS
EXCAVATION
2’ CLASS I RIPRAP
PERMANENT CHANNEL EXCAVATION
THIS PROJECT COMPLIES WITH LOCAL FLOODPLAIN MANAGEMENT REGULATIONS.
TOTAL GEOTEXTILE FAB. = 746 SY
TOTAL CL I RIP RAP = 710 TONS
TOTAL CHANNEL EXCAVATION = 697 CY
SILL/BAFFLE DETAILS
LOOKING DOWNSTREAM (NTS)LOOKING DOWNSTREAM (NTS)
GROUND
NATURAL
3:13:1
WAS DESIGNED WILL BE ADVERSELY IMPACTED BY THIS PROJECT.
NO UPSTREAM STRUCTURES THAT WERE IN PLACE AT THE TIME THAT THIS PROJECT
FLOODPLAIN: AGRICULTURE AND WOODS
BED MATERIAL: SILTY SAND 3:13:1
10’
INLET CHANNEL IMPROVEMENTS OUTLET CHANNEL IMPROVEMENTS
GROUND
NATURAL
WIDE BAFFLE
TOP OF 3’
2’2’
1’
1’
/ TOP OF SILL
ELEVATIONSTREAM BED
10’
WIDE BAFFLE
TOP OF 3’
1’
1’
LENGTH=68’, SLOPE=0.1%LENGTH=95’, SLOPE=0.1%
/ TOP OF SILL
STREAM BED ELEVATION2’ THICK
I RIP RAP
KEY IN CLASS
2’ THICK
I RIP RAP
KEY IN CLASS
48" WW W/1SBW
MTL
MTL
WOODS
WOODS WOODS
WOODSWOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 NBL 37’ BST
10’ BST
10’ BST
3’ BST
3.5’ BST
SR 1860 GORDON WILLIAMS RD 20’ BST
SR 1860 GORDON WILLIAMS RD 20’ BST18" RCPDI
TOP=145.71’
FES
BL-213
MTL BILLBOARD48" WW 1SBW
48" WW 1SBW
MTL BILLBOARDEXISTING R/W
EXISTING R/W
260.00’CONC PAVED DITCH
15" RCP
15" RCP
MTL BILLBOARD28’ GRAVEL22’ GRAVELBM #59
MCINTYRE JR, DONALD M
MCINTYRE JR, DONALD M
PB 134 PG 114
DB 8486 PG 373
DB 9491 PG 447
S 4040’49" W
1909.69’140’EXIST.025.02.02.025.02.0248’P.S.12’26’P.S.12’P.S.12’26’.025.02.02.025.02.02PROP. TYPE T BARRIER48’48’48’PROP. SIGN
8:1
P.S.12’P.S.14’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
C
C C C
C C
C
C
C C C C
C
C
C CF
SEE DETAIL G
MEDIAN V DITCH
RETAIN
SEE DETAIL F
SPECIAL CUT BASE DITCH
RETAIN
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
P
P
REMOVE DI
OF 18" RCP
REMOVE 10’ FLOWABLE FILL
PLUG & FILL W/
123
124
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
140.00’, 160.00 LT
+00.00
RETAIN EXISTING C/A FENCE
140.00 LT
+49.59
;;;
MILEMARKER 64.4
-L- STATION 554+50 RT
NON-IMPACTED BILLBOARD
MILEMARKER 64.5
-L- STATION 559+50 RT
NON-IMPACTED BILLBOARD
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh46.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
46
MATCHLINE -L- STA. 550+00.00 SEE SHEET 45MATCHLINE -L- STA. 564+00.00 SEE SHEET 47I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -L- PROFILES SEE SHTS. 127 & 128
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BEROW REVISION 07/28/2020 - PARCELS #123 THRU #161 HAVE BEEN RELEASED FOR ROW ACQUISITION.-L-
555+00 560+00
PI Sta 569+27.29
D
L = 1,155.17’
T = 577.70’
R = 24,140.00’
-L-
SE = NC
DS = 75 MPH
-L-
-L- PC Sta. 563+49.59
-L- Sta. POT 550+00.00
BEGIN SECTION 3
END SECTION 2 &
CAT-1TL-3
GREU
10.5’ GR48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW
MTL
MTL
MTL
WOODS
WOODS
WOODS
WOODS
WOODS
15" RCP
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10.5’ BST
10’ BST
3.5’ BST
3’ BST
SR 1860 GORDON WILLIAMS RD 20’ BST18" RCP66" RCP18" RCPDI
FES
CONC HW
CONC HW
DI
72" CMPBL-214
40’ ACCESS EASEMENT PER PB 134 PG 144EXISTING R/W
EXISTING R/W
260.00’260.00’110.00’150.00’CONC PAVED DITCH
15" RCP
18" RCP
15" RCP
VAR. WIDTH GRAVEL21’ GRAVEL28’ GRAVELEXISTING R/W
FES
DITCH
CONC PAVED
EXISTING R/W
WOODS
BM #510
T
ALTMAN, DORIS ELLEN LIFE
DB 7467 PG 694
BRAXTON, CLARA GAYLE M
BK DB 5036 PG 32
DB 9209 PG 731
N 3605’09" E
1346.00’
N 2939’13" E
1423.66’
N 40 40’49" E
34.02’
22.55’
N 2931’17" E
401.81’20.24’N 2931’17" E1418.95’S 5327’41" E120.05’S 5327’41" ES 5327’41" E14.09’N 5341’25" W153.83’N 5314’30" W2881.89’215.64’MCINTYRE JR, DONALD M
DB 8486 PG 373
MCINTYRE JR, DONALD M
PB 134 PG 114
DB 9491 PG 447
BRAXTON, CLARA GAYLE M
DB 5036 PG 32
105’140’70’300’ TAPER
P.S.12’P.S.12’800’ ACCELERATION LANE
.025.02.02.025.02.02.025.02.02.025.02.02P.S.12’.025PROP. TYPE T BARRIER
26’60’48’48’48’P.S.12’48’26’60’8:1 P.S.14’.02EXIST.22’
8
:1
30’
TO EXIST.
50’ BLEND
(TYP)
20’.02.01.00.01.02+30+5822’22’22’.02.02+81.188
:1
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
C
C C
C
C
C
C
C
C
C
C
C
F F
F
F
C
F F
F
FF
18" RCP-IV 2GIB-WSF 4706
47052GIB-WSF REMOVE DI
REMOVE DI
P
P
P
P
18" RCP
REMOVE 10’
4701
4702
4703
2GIB-WSF
2GIB-WSF
2GIB-WSF
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
FS
30" RCP-III
47084GI
10 SY GEOTEXTILE
3 TON CL B RIP RAP
4707
SEE DETAIL AB
MEDIAN BASE DITCHSEE DETAIL AB
MEDIAN BASE DITCH
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL G
MEDIAN V DITCH
4710 4GI
24" RCP-III
SEE DETAIL B
SPECIAL CUT DITCH
4713
4712
REMOVE
REMOVE
RETAIN
RETAIN
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL D
LATERAL BASE DITCH
4704
4711
4709
SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
18"
15" 47142GIB-WSF
66" RCP
REMOVE 80’
REMOVE 72" CMP
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
P
P
P
P
P
SEE DETAIL AG
LATERAL RIPRAP BASE DITCH
15" RCP-IV
15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
262 TON CL I RIP RAP
392 TON CL I RIP RAP
(BURIED 1.0)10’X7’ RCBC123
133
134
124
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
135
70.00’ RT
-SR5- +07.92
140.00
+04.77
FENCE
END
FENCE
BEGIN
RETAIN EXISTING C/A FENCE
26.29’ RT
-SR5- +00.00
100.00 LT
-Y9RPB- +00.00
-L- 568+50.00
REPLACE EXISTING FENCE
;
107.18’
+50.00
105.00’
+02.07
105.00’
+04.77
MILEMARKER 64.7
-L- STATION 565+00 RT
NON-IMPACTED BILLBOARD
MILEMARKER 64.9
575+00 RT
-L- STATION
BILLBOARD
IMPACTED
MILEMARKER 64.8
570+00 RT
-L- STATION
BILLBOARD
NON-IMPACTED
58.00
45.00
+08.00
57.00
25.61
+87.00
107.00
91.00
+65.00
108.00
92.00
+87.00
70.00 RT
-SR5- +86.81
104.00
90.00
70.00
+90.00
140.00’, 190.00’
+10.00
152.46’, 190.00’
+10.00
100.00
80.00
62.95
+00.00
NAD 83/ NA 2011
47
MATCHLINE -L- STA. 564+00.00 SEE SHEET 46MATCHLINE -L- STA. 577+00.00 SEE SHEET 48I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh47.dgnahefler8/17/99FOR -SR5- PROFILE SEE SHT. 196
FOR -Y9RPB- PROFILE SEE SHT. 190
FOR -L- PROFILES SEE SHTS. 128 & 129
www.rkk.com
Engineers | Construction Managers | Planners | Scientists SEE SHEET 48-SR5- STA 21+95.00MATCHLINEFOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
ROW REVISION 07/28/2020 - PARCELS #123 THRU #161 HAVE BEEN RELEASED FOR ROW ACQUISITION. PARCEL #134: CORRECTED DUE FLAG AT -SR5- STA. 21+00 RT.565+00 570+00
575+00
PI Sta 569+27.29
D
L = 1,155.17’
T = 577.70’
R = 24,140.00’
-L-
DS = 75 MPH
SE = NC
-L-
-L- PT Sta. 575+04.77
10+00
-SR5-
PIs Sta 11+33.35
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
-Y9RPB-
SE = NC
DS = 40 MPH
SE = NC
DS = 40 MPH
-Y9RPB- ST Sta. 10+00.00 =
-L- POT Sta. 576+81.18 (61.0’ LT)
GREU TL-3
CAT-1
-SR5- PC Sta. 11+29.57
-SR5- POT Sta. 10+00.00
-SR5- PCC Sta. 15+86.81
GREU TL-2
GREU TL-2
-SR5- PT Sta. 20+07.92
PI Sta 13+58.20
L = 457.24’
T = 228.63’
R = 19,500.00’
D
PI Sta 17+97.49
D
L = 421.11’
T = 210.68’
R = 5,000.00’
20+00
15+00
-SR5-
-SR5- POT Sta. 14+00.00
BEGIN CONSTRUCTION
GREU TL-3
vvv
vvv10’ B
ST
48" WW W/1SBW48" W
W
W/1SBW
48" WW W/1SBW
15" R
C
P
G
R18.5’S
R 1860 G
O
RDON W
IL
L
IAM
S
RD 21’ B
S
T
MTL
MTL
MTL
MTL
MTL
MTL MTLMTLMTL
MTL
NC 82 GODWI
N FALCON RD 23’ BSTMTLMTLMTL10’ GR
(RUI
NS)CONC FOUNDATI
ON10’ SOILB
STBSTBSTSOI
LSOI
LCONCBST
CONC
WOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GRASS
CONC BRI
DGE17’ SOIL15" RCP1
5
" RCPCONC PAD66" CHL48" WW W/1SBW(TYP)POSTGATEWOODSP
I
NES 6.5’ SOIL10’
S
OI
L
MTL
MTL
MTL
MTL
WOODS W/LTGUYW/LTWOODS
WOODS
WOODS
WOODS
W
OODSW
OODSLPLPI-95 SBL VAR BST
I-95 NBL VAR BST
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST 45’ BST50’ BSTI-95 ON RAMP 23’ BST
I-95 OFF RAMP 24’ BSTI-95 OFF RAMP VAR BSTI-95 ON RAMP VAR BST
BROKEN BSTBST10’ BST
10.5’ BST
3.5’ BST
3.5’ BST
SR 18
60 GORDON WI
LLI
AMS RD 21.5’ BSTNC
8
2 GODWI
N FALCON RD
2
3’ BSTNC
8
2 GODWI
N FALCON RD
2
2’ BSTJ
BPOSS8" CMP
18" RCP
18" RCP8" CMP
8" CMP
8" CMP24" RCP18" RCP24" RCPFESDIDI
DI
2
4
" RCP
2
4
" RCP2
4
" RCPDI
DI
CONC HW
FES
FES
DI
CONC HW
FES18" RCPFESDI
18" RCP
18" RCP8" CMP
DI
CBCBCBCB18" RCPBL-216
BL-217
BL
-215 BY3-245BY3-246WPHW
CONC
HW
CONC
HW
CONC
HW
CONC
CONC ISL
CONC
ISL
48" WW 1SBW
EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W
EI
PEI
PEXISTING R/WEXI
STI
NG R/WEXISTING R/WEXISTING R/WCONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
15" RCP
MTL BILLBOARDGRAVEL20’R/W MON
R/W MON
R/W MONR/W MON R/W MONR/W MONECMBRI
DGE #3BM #511HH
HHTCTTTSPHHTSPs FOFOFO(T
S
)8"8"
8
"RECORDPLACED PER UTI
LI
TYFOUND
I
N FI
ELDTELEPHONE PED NOTEXI
STI
NG R/WTURPIN JR, CLIFTON L
TURPI
N RENTALS LLCBRAXTON, CLARA GAYLE M
MILLS FAMILY PROPERTIES LLC
UPTON, JOHNNIE MCLEAN
DB 2923 PG 481
PB 27 PG 48
DB 1116 PG 427
DB 5616 PG
4
51
DB 5036 PG 32
DB 4654 PG 771
DB 7424 PG 185
C/O JAMES M MCINTYR
EXXON CORP
DB 10083 PG 228
& WIFE JUANITA W
DAWKINS, CHARLES FRANKLIN
N 4315’27" E
1908.39’N 3630’33" W183.00’S 4700’53" E3.70’S 6752’52" WS 4700’53" E154.54’S
7
0
2
2
’
4
4
" E1
4
6.
8
6
’
N 1936’48" E
292.00’S
7
0
2
3
’
1
2
" E4
0
0.
0
0
’
N 1936’48" E
292.60’N 2310’55" W40.36’N 6203’33" WS 4700’53" E165.86’N 4246’54" E
472.76’S 5909’06" E449.60’
S 3050’54" W
164.58’
N 3050’46" E
1352.23’
BK DB 4794 PG 305
DB 9523 PG 764
GREENWOOD, MARGARET W
PB 65 PG 11
ALTMAN, DORIS ELLEN LIFE
DB 7467 PG 694
BRAXTON, CLARA GAYLE M
BK DB 5036 PG 32
DB 9209 PG 731
TURPIN RENTALS LLC
DB 5616 PG 448
AAAA INC
DB 4908 PG 144
M MCI
NTYRC/O JAMESEXXON CORPS 2939’52" W
238.44’301.86’45’100’45’
45’100’35’1
0
0’.025.02.02.025.02.02.025.02.02.025.02.0226’
.02.01
.00
.0
1
.02 .02.01.00
.01
.02.00.01
.005
.01
.02(TYP)25’.02
.01
.00.01
.
0
2
.02.01.00
.01.02
.01.01
.02.02
.01
.02
.03
.02
.01
.00
.01
.02
.03
.02
.01
.00
.01
.02
.03
.03 .02
.01
(TYP)25’
(
T
YP)
2
5’
+10
+90
(TYP)25’
(TYP)
2
5
’
+35
+50
.0
7
.0
6
.0
5
.04
.03.02
(TYP)22’+
3
0
.025.03.04.05.06.07(TYP)
28.57’
.07.06.05.04.03
.0
2
(TYP)28.57’+
20P.S.12’PROP. TYPE T BARRIER
PROP. TYPE T BARRIER
8:1
8:1
8
:1
8:1
8
:1
8:1
.0716’P.S.4’P.S.4’P.S.4’
16’
P.S.4’
8:
1
8:1
8:1P.
S.
4’
1
6’
P.
S.
4’4’P.S.16’P.S.4’8:
1
8:112’12’
17.5’
P.S.5’
P.S.5’
57.5’48’26’48’P.S.12’P.S.12’P.S.12’48’26’48’P.S.12’8:1
8:18:1
12’
8’12’P.S.5’
P.S.5’.025.025.03.04.05.06.07(TYP)
28
.57’.07.08.0 8
.0 7
.0 6 .05 .04 .03 .02.01.00.01.02.03.04.05
.06.07.08(TYP)26.25’(TYP)21.25’.08.07.06.05.04.03.02.01(TYP
)18
.7
5
’+92.50.02.01.008
:1
8:1
P.S.4’16’P.S.4’8:18:1.025.03.04.05.06.07.08(TYP
)
28
.75
’
(TYP)28.75’.08.07.06.05.04.03.02(TY
P)21.25’.02.01.00.01.02.03.04.05.06.07.08.02.01.00.01.02.03.04.05.06.07.08(TY
P
)1
8
.7
5
’+42.5024’.04(TYP
)20
’+68.15.01.02.03.02.02.01.00.03.02.01.00.01.02.03.04
(TYP)20’.04
.04.03.02.01.00.01.02.03.0 4
(TYP)
2
0’22’.02.0222’.04P.S.4’16’P.S.4’P.S.4’16’P.S.4’8:1
PROP. SIGN
8:1
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]FFCC
C
C
C
C
F
F
F
F
F
F
F
C
C
C
F
F
C
C
C
C
F
C
C
F C
F
F
F
F
F
C
F
F
C
C
C
C
F
C
C
C
C
F
FF
F
F
F
F
F
F
C C
C
C
C F
F
F
C
C
C
F
C
F
F
F
F
C
C
F
C
C
C
C
C
C
FF
C
F
F
C
C
C C
C
F
C
F
C
C
C C
REMOVE CB
REMOVE CB
REMOVE
REMOVE
REMOVE
REMOVE REMOVEDI
4817
4818
5 SY GEOTEXTILE
1 TON CL B RIP RAP
15" RCP-III
15" CSP 2 ELBOWS
4806
4811
42 SY GEOTEXTILE
16 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
4810
4809
15" RCP-IV
15" RCP-III
15" CSP 2 ELBOWS
4815
2GIB-WSF
4803
481621 SY GEOTEXTILE
7 TON CL B RIP RAP
48" RCP-IV48" RCP-IV48" RCP-IV
2GIA-WSF
4823
4822 2GIA-WSF
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
HW4821 REMOVEREMOVE
REMOVE DI
REMOVE DI
REMOVE DI
P
P
P
P
P
P
P
P
5 SY GEOTEXTILE
1 TON CL B RIP RAP
4828
4827
15" RCP-III
4
8" RCP-
I
V4824
4GI
4830
50 SY GEOTEXTILE
26 TON CL I RIP RAP
REMOVE DI
GRADE TO DRAIN
4833
4834
DI
15"
R
C
P-III RCP-III 15"CB-G
15" RCP-III 15"
R
C
P-III
CB-F
4835
4836
5 SY GEOTEXTILE
1 TON CL B RIP RAP
4832
5 SY GEOTEXTILE
1 TON CL B RIP RAP
4831
CB-F
4838
CB-F
SEE DETAIL D
LATERAL BASE DITCH GRADE TO DRAI
N4840
CB-G
4839
CB-F
CB-F
4843
4837 DI
15" RCP-III
15" R
CP-III
RCP-III 15"
RCP-III 15"
RCP-III
15"
18" RCP-III
18" RCP-III 4842
TB JB w/MH
10 SY GEOTEXTILE
3 TON CL B RIP RAP
4841
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
S
E
E DE
T
AIL BSP
E
CI
AL CUT DIT
CHSEE DETAIL B
SPECIAL CUT DITCH
18"

4845
CB-G
4844
DI15" RCP-III RCP-III
1
5
"
4846
CB-F
4847
7 SY GEOTEXTILE
2 TON CL B RIP RAP
4848CB-F 15" RCP-III
5 SY GEOTEXTILE
1 TON CL B RIP RAP
4849
2 ELB
O
WS
15" CSP
SEE DETAIL AG
LATERAL RIPRAP BASE DITCH
SEE DETAIL AB
MEDIAN BASE DITCH
SEE DETAI
L ABM
EDI
AN BASE DI
TCHSEE DETAIL AB
MEDIAN BASE DITCH
4807
REMOVE REMOVEREMOVEREMOVESEE DETAIL ACSPECIAL CUT BASE DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
R
EM
O
V
E
7801 REMOVESEE DETAIL C
SPECIAL LATERAL BASE DITCH
4850
CB-F15" RCP-III
4851
CB-G
4852
CB-F
15" RCP-III
15" RCP-III
4853
15" RCP-III 4854
CB-F
CB-G
15" RCP-III 4855
CB-F
15" RCP-III
SEE DETAIL F
SPECIAL CUT BASE DITCH
4802
2GIB-WSF
4801
2GIB-WSF
4805
2GIB-WSF
4804
2GIB-WSF
30" RCP-IV
4857
4856
15" RCP-IV
15" RCP-IV
4859
4858
OEP
OEP
SEE DETAIL I
STANDARD BASE DITCH SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL I
STANDARD BASE DITCH
DI
24" RCP
REMOVE 10’
24" RCP
REMOVE 10’
GRADE TO DRAIN
SEE DETAIL F
SPECIAL CUT BASE DITCH
4860 2GIB-WSF
4861 2GIB-WSF
15" RCP-III
SEE DETAIL F
SPECIAL CUT BASE DITCH
2
4" RCP-
I
V15" RCP-IV 4897
4896
4898
4899
4893
4894
7 SY GEOTEXTILE
2 TON CL B RIP RAP
14 SY GEOTEXTILE
5 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF2 @ 24" RCP-IVSEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVEREMOVE DI
REMOVE DI
SEE DETAIL K
LAT. V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL G
SPECIAL MEDIAN DITCH
18" RCP
REMOVE 10’
REMOVE 10’ OF 18" RCP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
W/FLOWABLE
PLUG & FILL W/
15" RCP-IV15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL I
BASE DITCHSTANDARD
18" RCP-IV
18" RCP-IV
4862
2GIB-WSS
4863
2GIB-WSS
30" RCP-IV
4892
18" RCP
REMOVE 20’
18" RCP
REMOVE 40’
133
134
142
149
152
153154
156
150 PROP. FENCE WOVEN WI
REPROP. FENCE WOVEN WIRE
PROP. FENCE
W
OVEN
W
I
REPROP. FENCE WOVEN WIRE
148
151
(CHORD)
(CHORD)
135
125.00 LT
+00.00
80.51’ RT
-Y9C- +45.00
110.00
-SR5- +75.00
45.00’ LT
-SR5- +00.00
45.00
+03.78
PROP. FENCE WOVEN WIRE
100.00’ RT
+27.66
100.00’ RT
+57.66
100.00’ RT
+17.64
100.00’ RT
+87.53
100.00’ RT
+30.00
100.00’ RT
+00.00
60.00’ RT
-Y9RPC- +66.21
99.93’ RT
-Y9RPA- +64.99
60.00’ RT
-Y9RPC- +64.99
35.00’ LT
+34.42
35.00’ LT
+41.48
35.00’ LT
+22.12
60.00’ RT
+41.35
35.00’ LT
+54.19
MILEMARKER 64.9
-L- STATION 580+00 RT
IMPACTED BILLBOARD
(CHORD)
(CHORD)
(CHORD)
(CHORD)
49.76
+10.00
45.00’ RT
+34.42
80.00
66.00
+44.00
80.00
66.00
+23.00
78.00
+50.00
98.00
+10.00
45.00’ RT
+22.12
45.00’ RT
+39.26
100.00’ LT
+00.00
120.00
+00.00
100.00’ LT
+00.24
120.00
+50.00
120.00
+00.00
143.00
+85.00
181.00
+75.00
180.00
+90.00
113.79’ LT
-Y9A- +36.06
100.00’ LT
+62.36
100.00
-Y9RPD- +97.30
92.00
+95.00
107.00
+09.00
93.00
+27.00
45.00’ RT
-SR5- +41.48
NAD 83/ NA 2011
8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh48.dgnaheflerREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
48
MATCHLINE -L- STA. 577+00.00 SEE SHEET 47MATCHLINE -L- STA. 605+00.00 SEE SHEET 49MATCHLINE -Y9A- STA. 18+00.00 SEE SHEET 77
I-5986A
PAVEMENT REMOVAL
SEE SHEET 78
MATCHLINE -Y9C- STA. 12+00.00
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,200
56,100
73,100
55,800
2,400
1,300
I-95 I-95
1,300
600
(NC 82)
GODWIN-FALCON ROAD
(NC 82)
GODWIN-FALCON ROAD
3,100
1,300
1,000
300
900
500
700
400
FOR -SR5- PROFILE SEE SHTS. 196 & 197
FOR -RAB_Y9BC- PROFILE SEE SHT. 188
FOR -RAB_Y9AB- PROFILE SEE SHT. 188
FOR -Y9RPD- PROFILE SEE SHT. 192
FOR -Y9RPC- PROFILE SEE SHT. 191
FOR -Y9RPB- PROFILE SEE SHT. 190
FOR -Y9RPA- PROFILE SEE SHT. 189
FOR -Y9C- PROFILE SEE SHT. 188
FOR -Y9B- PROFILE SEE SHT. 187
FOR -Y9A- PROFILE SEE SHT. 187
FOR -L- PROFILES SEE SHTS. 129 THRU 131
PLANS
0
GRAPHIC SCALE
2550 50 100
SEE SHTS. 2B-1 THRU 2B-3
FOR CROSS-SECTION LAYOUT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHT. 2A-6
FOR BRIDGE SKETCH-SR5- STA 21+95.00 SEE SHEET 47MATCHLINESEE SHEET 78
-SR5- STA. 38+50.00
MATCHLINE
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
TRUCK APRON
FOR ROW ACQUISITION.PARCELS #123 THRU #161 HAVE NOT BEEN RELEASED

ROW REVISION 08/17/2020 - PARCEL #152: REVISED PUE.
PARCEL #156: REVISED EXISTING ROW; REVISED C/A.
PARCEL #154: REVISED EXISTING ROW; REVISED PROPOSED ROW & TCE.
PARCEL #153: REVISED EXISTING ROW.
PARCEL #148: REVISED EXISTING ROW; REVISED C/A.
PARCEL #142: REVISED EXISTING ROW; REVISED PROPOSED ROW.
PARCEL #135: REVISED EXISTING ROW.
ROW REVISION 07/28/2020 - PARCELS #123 THRU #161 HAVE BEEN RELEASED FOR ROW ACQUISITION.
D
A
B
C
GREU TL-3
GREU TL-3
-L-
B-77
B-77
580+00
585+00
590+00
595+00
600+00
-L-
-L- PC Sta. 589+20.07
-L- PT Sta. 593+21.44
10
+
0
0
15+0020
+00
10
+
0010+0010+0015+00
20+00
25+00
15+00
20+00
-RAB_Y9AB-
-Y9
B-
-Y9
B--RAB_Y9BC-GREU TL-
3
TYPE-
I
I
I TYPE=I
I
ICAT-1TYPE-
I
I
I TYPE-
I
I
I
CAT-1GREU TL-
3
-Y9RPB- SC Sta. 12+00.00
-Y9B- PT Sta. 13+12.25
-Y9B- PC Sta. 15+95.36
-Y9B- PC Sta. 10+00.00
-Y9RPD- PCC Sta. 24+62.36
-Y9RPB- PCC Sta. 22+81.25
-Y9RPD-
-
Y9
C-
-RAB_Y9AB- POC Sta. 13+49.65 (18.0’ LT)
-Y9RPB- PT Sta. 23+51.82=
SKEW ANGLE= 7451’36"
-Y9B- POT Sta. 14+61.82
-L- POC Sta. 591+70.22=
-RAB_Y9BC- POC Sta. 13+50.09 (18.0’ LT)
-Y9RPD- PT Sta. 25+38.67
-RAB_Y9BC- POC Sta. 13+36.45 (37.0’ RT)
-Y9B- PT Sta. 20+63.78
-Y9RPB-
-Y9RPC- TS Sta. 11+50.00
-Y9RPC- SC Sta. 13+50.00
11+61.22 (37.0’ RT)
-RAB_Y9BC- POC Sta.
-Y9C- POT Sta. 10+00.00
11+83.99 (18.0’ LT)
-RAB_Y9BC- POC Sta.
-Y9RPC- POT Sta. 26+84.94
-Y9RPC- CS Sta. 15+50.00
-Y9RPC- SC Sta. 16+00.00
-Y9RPC- CS Sta. 19+61.35
-Y9RPC- SRS Sta. 21+71.35
-Y9RPC- SC Sta. 23+41.35
-Y9RPC- PT Sta. 26+64.99
-Y9A- POT Sta. 19+28.21-Y9A- POT Sta. 19+28.21
10+00
15+
0
0
20+00
2
5
+
0
0
GREU TL-3
PIs Sta 12+53.38
F
Ls = 230.00’
LT = 153.38’
ST = 76.71’
DS = 65 MPH
SE = 0.08
DS = 40 MPH
SE = 0.08
-Y9RPA-
PI Sta 591+20.76
D
L = 401.37’
T = 200.69’
R = 230,000.00’
-L-
DS = 75 MPH
SE = NC
PI Sta 11+57.01
D
L = 312.25’
T = 157.01’
R = 1,200.00’
PI Sta 18+32.59
D
L = 468.42’
T = 237.23’
R = 1,200.00’
PIs Sta 11+33.35
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
PI Sta 17+51.78
D
L = 1,081.25’
T = 551.78’
R = 2,200.00’
-Y9RPB-
-Y9B-
DS = 65 MPH
DS = 50 MPHDS = 50 MPH
SE = 0.07
SE = 0.03 SE = 0.03
PI Sta 18+49.09
D
L = 1,262.36’
T = 649.09’
R = 2,200.00’
PI Sta 25+01.36
D
L = 76.32’
T = 39.00’
R = 150.00’
PI Sta 23+17.20
D
L = 70.57’
T = 35.95’
R = 150.00’
-Y9RPD-
DS = 65 MPH
SE = 0.07
PI Sta Undefined
D
L = 179.07’
T = Undefined
R = 57.00’
PI Sta Undefined
D
L = 179.07’
T = Undefined
R = 57.00’
PI Sta Undefined
D
L = 179.07’
T = Undefined
R = 57.00’
PI Sta Undefined
D
L = 179.07’
T = Undefined
R = 57.00’
-RAB_Y9BC--RAB_Y9AB-
SE = NC
DS = 25 MPH
SE = NC
DS = 25 MPH
SE = NC
DS = 25 MPH
SE = NC
DS = 25 MPH
DS = 65 MPH
SE = 0.07
DS = 55 MPH
SE = 0.08
DS = 40 MPH
SE = 0.08
PIs Sta 12+83.35
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
PI Sta 14+50.07
D
L = 200.00’
T = 100.07’
R = 2,200.00’
PIs Sta 15+78.27
F
F
Ls = 50.00’
LT = 28.27’
ST = 21.73’
PI Sta 17+82.84
D
L = 361.35’
T = 182.84’
R = 960.00’
PIs Sta 20+31.43
F
Ls = 210.00’
LT = 140.09’
ST = 70.08’
PIs Sta 22+84.90
F
Ls = 170.00’
LT = 113.55’
ST = 56.86’
PI Sta 25+10.70
D
L = 323.64’
T = 169.35’
R = 445.00’
-Y9RPC-
-SR5-
SE = NC
DS = 40 MPH DS = 40 MPH
SE = 0.04
DS = 40 MPH
SE = 0.04
DS = 40 MPH
SE = 0.04
-Y9RPA- TS Sta. 11+00.00
-Y9RPA- ST Sta. 18+17.64
-Y9RPA- TS Sta. 21+57.66
-Y9RPA- CS Sta. 15+87.64
-Y9RPA- SC Sta. 13+30.00
-Y9RPA- SC Sta. 23+27.66
-Y9RPA- PT Sta. 24+55.24
-RAB_Y9AB- POC Sta. 11+87.97 (18.0’ LT)
-Y9RPA- POT Sta. 25+33.96 =
PI Sta 14+59.15
D
L = 257.64’
T = 129.15’
R = 1,480.00’
PIs Sta 16+64.35
F
Ls = 230.00’
LT = 153.38’
ST = 76.71’
PIs Sta 22+71.13
F
Ls = 170.00’
LT = 113.48’
ST = 56.80’
PI Sta 23+91.73
D
L = 127.58’
T = 64.08’
R = 550.00’15+0020+0025+00
-Y9RPA--Y
9R
PA
--L- POT Sta. 577+75.00 (61.0’ RT)
-Y9RPC- POT Sta. 10+00.00=
-SR5- PC Sta. 23+34.42
-SR5- PCC Sta. 27+41.48
-SR5- PRC Sta. 33+22.12
-SR5- PRC Sta. 36+39.26
PI Sta 25+38.05
D
L = 407.06’
T = 203.63’
R = 5,190.00’R = 925.00’
PI Sta 30+41.72
D
L = 580.64’
T = 300.25’
PI Sta 34+81.80
D
L = 317.15’
T = 159.68’
R = 1,100.00’
L = 304.45’
PI Sta 37+95.65
D
T = 156.39’
R = 540.00’
35+0030+0025+00
FILL & CAP
-Y9RPC-
CAT-1
MTL
MTL MTL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
10’ BST
3’ BST
3.5’ BST
DI
DI
18" RCPFESFES
FES
30" RCP
30" RCP
BL-218
EXISTING R/W
EXISTING R/W
CONC PAVED DITCH
CONC PAVED DITCH
ECMR/W-ECM0.
0
7
’220.00’ALLEN, BEULAH M
TURPIN JR, CLIFTON L
DB 10083 PG 228
PB 38 PG 66
PB 35 PG 63
DB 2454 PG 13
DB 3462 PG 223
& WIFE JUANITA W
DAWKINS, CHARLES FRANKLIN
MCINTYRE JR, DONALD M
DB 8486 PG 385
BK DB 298 PG 255
MCINTYRE JR, DONALD M
DB 8486 PG 385
BK DB 298 PG 255N
7
0
1
0
’
0
7
" W4
0
6.
9
3
’N
6
7
4
7
’
0
0
" W6
5
3.
3
8
’
S
7
0
2
3
’
1
2
" E4
0
0.
0
0
’
S
7
0
2
3
’
1
2
" E1
1
7.
6
0
’
S
7
0
4
9
’
3
7
" E3
6
3.
3
5
’
TURPIN JR, CLIFTON L
DB 2923 PG 481
MCINTYRE JR, DONALD M
DB 8486 PG 383
BK DB 298 PG 255
800’ ACCELERATION LANE.025.02.02.025.02.02.025.02.02.025.02.0248’26’
26’48’60’P.S.12’300’ TAPER+89.30.025.025.03.04.06.05.07(TYP)
28.57’P.S.12’P.S.12’16’PROP. TYPE T BARRIER
48’.0258:1
8
:1
PROP. SIGN
140’150’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-L-
610+00 615+00
-L-
PIs Sta 11+33.35
F
Ls = 200.00’
LT = 133.35’
ST = 66.68’
10+00
-Y9RPD- SC Sta. 12+00.00
-Y9RPD-
PI Sta 18+49.09
D
L = 1,262.36’
T = 649.09’
R = 2,200.00’
DS = 65 MPH
SE = 0.07
-Y9RPD-
-L- POT Sta. 608+89.30 (61.0’ RT)
-Y9RPD- ST Sta. 10+00.00=
10+00
-L- POT Sta. 605+75.00 (61.0’ LT)
-Y9RPA- POT Sta. 10+00.00=
CAT-1 GREU TL-3
FF
F
F C
C
C
C C
C
C
CC
CC
C
C C
REMOVE DI
P
P
P
P
4902
4901
SEE DETAIL H
TOE PROTECTION
HW
2GI-WSF
2GI-WSF
2GIA-WSF
2GIA-WSF2 @ 48" RCP-IV4907
4908
4906
100 SY GEOTEXTILE
52 TON CL I RIP RAP
4903 15" RCP-IV SEE DETAIL AC
SPECIAL CUT BASE DITCH
SEE DETAIL AE
LAT. BASE DITCH
7 SY GEOTEXTILE
2 TON CL B RIP RAP
REMOVE DI
4904
2GI-WSF
4905
2GI-WSF
30" RCP
REMOVE 20’
30" RCP
REMOVE 20’
18" RCP
REMOVE 10’
SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL AC
SPECIAL CUT BASE DITCH
W/FLOWABLE
PLUG & FILL W/
W/FLOWABLE
PLUG & FILL W/
W/FLOWABLE
PLUG & FILL W/
15" RCP-IV 15" RCP-IV
149
155
162
156
163
PROP. FENCE WOVEN WIRE
PROP. FENCE WOVEN WIRE
162
89.00’ LT
-Y9RPD- +00.00
150.00’ RT
+00.00
100.00’ LT
+00.00
79.19’ RT
-Y9RPA- +00.00
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh49.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
49
MATCHLINE -L- STA. 605+00.00 SEE SHEET 48MATCHLINE -L- STA. 618+00.00 SEE SHEET 50I-5986
SEE SHTS. 2B-1 THRU 2B-3
FOR CROSS-SECTION LAYOUT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -Y9RPD- PROFILE SEE SHT. 192
FOR -Y9RPA- PROFILE SEE SHT. 189
FOR -L- PROFILES SEE SHTS. 131 & 132
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BEROW REVISION 07/28/2020 - PARCELS #123 THRU #161 HAVE BEEN RELEASED FOR ROW ACQUISITION.
1
SFD1
S
F
DS
48" WW W/1SBW
MTL
MTL
MTL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
9’ BST
3.5’ BST
3.5’ BST
JB
POSS
36" RCP36" RCP
36" RCPDI36" RCP36" RCP
DI
JB
POSS
I5986-11 BILLBOARDEXISTING R/W
EXISTING R/W
CONC PAVED DITCH
CONC PAVED DITCH
WOODS
BM #512
18
0.0
0’
RAMSEY, GLORIA MCEACHIN
PB 120 PG 200
DB 7719 PG 253
DB 8908 PG 41
& HUSBAND LOUIS C
ARVIEUX, KATHRYN POPE
MCINTYRE JR, DONALD M
DB 8486 PG 383
BK DB 298 PG 255
MCINTYRE JR, DONALD M
DB 8486 PG 383
BK DB 298 PG 255
N 2200’39" E
209.87’
N 2217’42" E
504.74’
S 2200’54" W
239.01’N
6
9
5
9
’
0
6
" W1
0
0.
0
3
’
N 2228’29" E
300.85’N
6
8
2
9
’
1
8
" W2
3
5.
7
7
’N
6
8
0
5
’
2
5
" W6
5
2.
0
7
’
S 2217’42" W
792.62’
S 2201’02" W
51.98’S
6
7
4
7
’
0
0
" E1
6
9
4.
4
7
’S
6
7
5
4
’
3
3
" E1
4
6
8.
2
8
’N
6
6
4
1’
2
4" W2
4
2.
8
8’DB
2
7
3
9
P
G
5
2
6DUKE
E
NE
RGYMCINTYRE JR, DONALD M
DB 8486 PG 385
BK DB 298 PG 255
DB 8908 PG 41
& HUSBAND LOUIS C
ARVIEUX, KATHRYN POPE
& HUSBAND LOUIS C
ARVIEUX, KATHRYN POPE
MCLEAN, MARY
DB 2461 PG 753
HUSBAND LOUIS C
POPE &
ARVIEUX, KATHRYN
300’ TAPER .025.02.02.025.02.02.025.02.02.025.02.0212’P.S.12’P.S.26’48’P.S.12’P.S.12’26’48’PROP. TYPE T BARRIER48’48’+89.30140’150’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-L-
620+00
625+00 630+00
-L-
C C
C
C
F
F
F
F
C
C
C
C
F
C
C
F
F
C
F
C
C
C
2GI-WSF
5002
2GI-WSF5003
SEE DETAIL H
TOE PROTECTION
SEE DETAIL H
TOE PROTECTION
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL A
SPECIAL LAT. V DITCH
P
P
P
REMOVE DI
P
REMOVE JB
RE
MOVE
REMOVE JB P
P
REMOVE DI
REMOVE
2GIA-WSF
5006
5005
5004
SEE DETAIL B
SPECIAL CUT DITCH
2GI-WSF
5009
2GI-WSF
5010
5008
78 SY GEOTEXTILE
38 TON CL I RIP RAP
4905
4904
5007
10 SY GEOTEXTILE
3 TON CL B RIP RAP
18" RCP-IV SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL C
SPECIAL LAT. BASE DITCH
2GI-WSF
2GI-WSF
4905
HW
2GI-WSF
2GI-WSF
BURI
ED
1.
0’
7
2
" RCP-I
VBURIED 1.0’72" RCP-IV5011
36" RCP
REMOVE 10’
30" RCP
REMOVE 10’
30" RCP
REMOVE 10’
SEE DETAIL AC
SPECIAL CUT BASE DITCH
SEE DETAIL AC
SPECIAL CUT BASE DITCH
SEE DETAIL AD
SPECIAL LAT. BASE DITCH
W/FLOWABLE
PLUG & FILL W/
W/FLOWABLE
PLUG & FILL W/
W/FLOWABLE
PLUG & FILL W/
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL A
SP. LAT. V DITCH
163
164
165
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
163
162
166
140.00’ LT
+00.00
150.00’ RT
+00.00
167
MILEMARKER 65.8
-L- STATION 627+00 LT
IMPACTED BILLBOARD
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh50.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
50
MATCHLINE -L- STA. 618+00.00 SEE SHEET 49MATCHLINE -L- STA. 631+00.00 SEE SHEET 51I-5986A
FOR -L- PROFILES SEE SHTS. 132 & 133 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE PARCELS #165 & #166: REMOVED COMBINE PARCEL SYMBOL BETWEEN PARCELS.ROW REVISION 08/17/2020 - PARCEL #163: REMOVED COMBINE PARCEL SYMBOL BETWEEN LT & RT PARCELS.
v
vvv
v
vv
v1
SFD9’ GR
8’ SOIL
8’ SOIL
7.5’ SOIL15" RCP15
" RCP1
5
" RCP1
5
" RCP
7.5’ GR
1
SFD1
S
F
DBILLBOARDGR10’
6
0
" SR6
0
" SR6
0
" SRWE
L
L
48" WW W/1SBW 48" WW W/1SBW 48" WW W/1SBW
48" WW W/1SBW48" WW W/1SBW
54" MTL GATE4
1’ BSTSR
1
8
0
7 BEND OF RI
VER RDMTL MTLW/LTWOODS
WOODS WOODS WOODS
WOODS
WOODS
WOODS
WOODS WOODSWOODSWOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
DUMPSTER RD 18’ BST
18" RCPDI
FES
BROKEN
I5986-12
BL-219WELL BY4
A-
2
5
0
EXI
STI
NG R/W50.00’
EXISTING R/
W
E
XIS
TI
NG
R/WEXISTING R/W
EIP
60.00’60.00’EI
P
EIP
CONC PAVED DITCH
R/W MON220.00’TTMETER
ELECTRIC
METER
ELECTRICLEITHA LN
1
9.
5
’ BSTLEITHA LN 17.5’ BST
BILLBOARDFOUR OAKS INVESTMENT LLCRAMSEY, GLORI
A MCEACHI
NRAMSEY, GLORIA McEACHIN
SCOGGINS, BILLY ORDELL
MCLEAN, MARY
PB 120 PG 200
PB
1
2
0 PG
2
0
0
DB 2522 PG 513
DB 7719 PG 253
DB 8226 PG 714
DB 9395 PG 438DB
7
7
1
9 PG
2
5
3
DB 2461 PG 753
DB 8908 PG 41
MARY B RICE & DEBRA B MOORE
BAGGETT JR, TALMAGE S
S 2124’50" W
579.88’
S
6
9
2
2
’
1
1" E4
9
8.
6
8
’
239.01’
2.
1
3
’R/W-EI
P
R/W-EI
P0.
6
0
’
S
6
9
2
8
’
4
6
" E2
6
1.
8
8
’
R/W-EIP0.50’
N 2153’59" E
679.35’
DB 2522 PG 513
MARY B RICE & DEBRA B MOORE
BAGGETT JR, TALMAGE S
DB 8908 PG 41
& HUSBAND LOUIS C
ARVIEUX, KATHRYN POPE
DEBRA B MOORE
MARY B RICE &
TALMAGE S
BAGGETT JR,
1
3
9.
6
6
’N6
7
1’
5
0
"WHUSBAND LOUIS C
POPE &
ARVIEUX, KATHRYN
S
6
9
2
8
’
4
6
" E2
6
1.
8
8
’130’140’23’70’110’8:1
P.S.12’P.S.12’26’26’
-L- Sta. 633+35.70
BEGIN GLARE SCREEN
P.S.12’P.S.12’.025.02.02.025.02.02P.S.12’.025.02.02.025.02.02.0 4
.03.05
.04.03.02.01.00.01.02.02(TYP)
20’+18.97(TYP)20’
+17.00
.02.02EXIST TO EXIST.BLEND50’ 16’
16’
PROP. TYPE T BARRIER
48’48’48’48’22’22’-L- Sta. 636+00.00
END GLARE SCREEN
8:1
P.S.14’8:1
16’
PROP. SIGN
8:1
P.S.12’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
C
C
C
C
C
C
C
C
C
C
C
C
F
FF
C
C
C
C
C
C
F
F F
C F
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCHSEE
D
ETA
IL
BSPE
C
IA
L
C
U
T
D
IT
C
H
5110
5109
1
5"
15"
15"
5111
5101
5103 5104
5102
5106
14 SY GEOTEXTILE
5 TON CL B RIP RAP24" RCP-IV2GIA-WSF
2GI-WSF
SEE DETAIL B
SPECIAL CUT DITCHSEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL AB
MEDIAN BASE DITCH
SEE DETAIL AB
MEDIAN BASE DITCH
SEE DETAIL AB
MEDIAN BASE DITCHSEE DETAI
L BSPECI
AL CUT DI
TCHSEE DETAIL B
SPECIAL CUT DITCH 5107
4GI
24" RCP-III
REMOVE DI
P
P
FS =148.8’’
2GI-WSF
2GI-WSF
REMOVE 10’ OF 18" RCP
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
W/FLOWABLE
PLUG & FILL W/
15" RCP-IV
18" RCP-IV
15" RCP-IV
FLOWABLE FILL
PLUG & FILL W/
RIP RAP
54 TON CL A
165
168
170
171
PROP. WOVEN WIRE FENCE
PROP. FENCE WOVEN WIRE
167
166
169
130.00’
+60.00
MILEMARKER 65.9
-L- STATION 632+00 LT
IMPACTED BILLBOARD
50.00’ RT
-Y21- +30.20
50.00’
+60.26
29.60’, 50.00’ LT
-Y21- +55.00
50.00’ LT
+30.20
120.00 RT
+89.86
130.00 RT
+93.68
120.00 RT
+36.35
130.00 RT
+40.16
165.00
130.79
+15.00
163.65
+53.00
140.00
+20.00
87.00’ RT
-Y21- +30.00
50.00’
+25.00
50.00’
+15.00
95.00’
+20.00
70.00’
+65.00
70.00’
+20.00
70.00’ LT
+00.00
75.00’
+90.00
114.90’
+29.00
70.00’
+60.00
70.00’
+47.23
74.27’
+55.00
30.27’, 50.00’ RT
-Y21- +81.00
162.30
+06.00
165.00
150.00
+32.00
130.00
+86.00
164.00’
+20.00151.21’
+66.00
165.00
+53.00MILEMARKER 66.0
-L- STATION 638+00 RT
IMPACTED BILLBOARD
PROP. CHAIN LINK FENCE
168A
59.29’
+35.00
50.00’
+53.23
81.97’
+00.00
61.86’
+69.00
65.00’
+30.00
50.00’ LT
+45.64
110.00’ LT
-L- +35.70
140.00’ LT
-L- +35.70 NAD 83/ NA 2011DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh51.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
51I-5986A
MATCHLINE -L- STA. 631+00.00 SEE SHEET 50REVISIONSFOR -Y21- PROFILE SEE SHT. 195
FOR -L- PROFILES SEE SHTS. 133 & 134
SEE SHT. 2B-4
FOR CROSS-SECTION LAYOUT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
MATCHLINE -L- STA. 642+00.00 SEE SHEET 52ROW REVISION 08/17/2020 - DIVIDED PARCEL #165 INTO #165 & #168A. ADDED PARCEL #168A.-L-
GREU TL-3
635+00 640+00
-L-
PI Sta 13+22.49
D
L = 220.38’
T = 112.67’
R = 430.00’
PI Sta 15+94.71
D
L = 315.44’
T = 164.51’
R = 450.00’
15
+
00
20+00
1
0
+
0
0
-Y21-
DS = 40 MPH DS = 40 MPH
SE = 0.04 SE = 0.04
-Y21- PT Sta. 17+45.64
-Y21- PCC Sta. 14+30.20
-Y21- PC Sta. 12+09.82
-Y21- POT Sta. 10+00.00
BEGIN GRADE
BEGIN CONSTRUCTION
-Y21- Sta. 13+55.00
-Y21-
-Y21- POC Sta. 14+05.00
GREU TL-3
GREU TL-2
CAT-1
48" WW W/1SBW
MTLMTL
MTL
MTL
MTL
MTLMTLMTL
48" WW W/1SBW
48" WW W/1SBW
MTL
MTL
WOODS
WOODSWOODS
WOODS
WOODS WOODS
WOODS
WOODS
WOODSWOODSWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 NBL 37’ BST BAGGETT RD 20’ BSTBAGGETT RD 20’ BST3.5’ BST
3.5’ BST
10’ BST
10’ BST 18" RCP18" RCP18" RCP18" RCP18" RCP
CONC HW
DI
DI
DI
FESFES
JB
POSS
FES
CONC HW
54" RCPFES
8" CMP
8" CMP 8" CMP8" CMP
5 4 " RCP
BL-220
BY4A-249
BY4-253HW
CONC
HW
CONC
HW
CONC
HW
CONC
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
220.00’6
0.0
0’
EXISTING R/W
EXISTING R/WCONC PAVED DITCH
CONC PAVED DITCH
EXISTING R/W60.00’CONC BRIDGEBRIDGE #4BM #513
BM #527BM #526
T
TT 50’ EASEMENT DB 10318 PG 83050’ EASEMENT DB 9980 PG 536PROPOSEDPROPOSEDLEITHA LN 18’ BST
LEITHA LN 18’ BST
BILLBOARDET-WK
N C DEPT OF TRANSPORTATION
WEEKS FARMS INC
PB 134 PG 133
DB 2522 PG 513
DB 2373 PG 103
DB 9470 PG 646
MARY B RICE & DEBRA B MOORE
BAGGETT JR, TALMAGE S
MARY B RICE & DEBRA B MOORE
BAGGETT JR, TALMAGE S,
DB 715 PG 551
N 2121’30" E
54.00’
S
6
9
2
8’
4
6
" E2
6
1.
8
8’
DB 2373 PG 103
MARY B RICE & DEBRA B MOORE
BAGGETT JR, TALMAGE S,120’150’140’140’110’23’70’.025.02.02.025.02.02.025.02.02.025.02.0248’P.S.12’26’P.S.12’P.S.14’26’P.S.12’.
0
2
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
2
.
0
3
.
0
4
.
0
5(TYP)25’+0
9.
0
3
.
0
2
.
0
2 (TYP)25’+5
0.
0
0
.
0
2
.
0
2
.01
.0
0
.03
.02.04
.02.02.01.00.01.02.03.04(TYP)
20’+68.56.02.0222’PROP. TYPE T BARRIER
8:1
8:18:1P.S.
8’P.S.
8’P.S.
8’48’3
8’48’48’2
2’
2
2’P.S.8’20’(TYP).01
.02.03.04
22’
8:1
P.S.14’P.S.12’8:1 20’(TYP)P.S.14’P.S.14’8:1
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
F
F
C
F F
C
F
F
F
F
F
F
C
F
F
F
F
F
C
C
C
C
F
F
F
F
F
F
C CF
FF F
F F F
F
F
C
C
SEE DETAIL Y
SPECIAL CUT DITCH
5203
5204
JB W/ MH
5205
2GIA-WSF
2GIB-WSS
5201 5206
5202
RE
MOVE2 ELBOWS1
5" CSP5213
5214
2GIB-WSF
5 SY GEOTEXTILE
1 TON CL B RIP RAPREMOVE SEE DETAIL B
SPECIAL CUT DITCH
REMOVE DI
REMOVE DI
REMOVEP
P
P
P
5212
5210
7 SY GEOTEXTILE
2 TON CL B RIP RAP
2GIB-WSF
5215
5216
5217
7 SY GEOTEXTILE
2 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
15" RCP-IV 15" RCP-IV
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
P
P
REMOVE DI
P
P
REMOVEREMOVE REMOVE18" RCP-III
2GIB-WSS5218
SEE DETAIL D
LATERAL BASE DITCH
54" RCP
REMOVE 75’
SEE DETAIL K
LATERAL V DITCH SEE DETAIL KLATERAL V DITCH4GI
15" CSP 2 ELBOWS
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL F
BASE DITCH
SPECIAL CUT
SEE DETAIL D
BASE DITCH
LATERAL
R
CP-III30"
30" RCP-III 30" RCP-III
RCP-III 15"
SEE DETAIL K
LAT. V DITCH
2
4" RCP-III
5220
OEP
14 SY GEOTEXTILE
5 TON CL B RIP RAP
SEE DETAIL Q
TOP ELEV.=148.1’
10’ WIDE BERM
24" RCP-III
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
SEE DETAIL D
LATERAL BASE DITCH
GEOTEXTILE
RIP RAP 28 SY
10 TON CL B
FLOWABLE FILL
PLUG & FILL W/
RIP RAP
54 TON CL A
150 TON CL I RIP RAP
(BURIED 1.0’)7’X7’ RCBC172
172
173
174
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
169
130.00 RT
+50.00
150.00’ RT
-L- +40.00
140.00’ LT
-L- +98.03
85.00’ RT
-Y10- +35.00
65.00’ RT
+90.87
85.00’ LT
+00.00
FENCE
BEGIN
70.00’, 95.00’
+70.00
70.00’, 95.00’
+35.00
140.00’ RT
-L- +20.00
70.00’
+40.00
70.00’ LT
+41.89
70.00’ LT
+00.00 (CHORD)
50.00’ LT
+99.98
80.00’ RT
+00.00
50.00’ LT
+95.41
120.00’ LT
+00.00
110.00’ LT
+95.00
120.00’ LT
+41.93
65.00’ RT
+00.00
120.00’ LT
+50.00
FENCE
END
FENCE
BEGIN
FENCE
BEGIN
FENCE
END
100.00’
+20.00
165.00’
+60.00
150.00 RT
+00.00
80.00’ LT+50.00END CAEND FENCEMILEMARKER 66.3
-L- STATION 651+00 RT
IMPACTED BILLBOARD
140.00’
+91.00
153.74’
+96.00
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh52.dgnahefler52
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,100
55,800
73,100
55,800I-95 I-95
(SR 1806)
SHERRILL BAGGETT ROAD
(SR 1806)
SHERRILL BAGGETT ROAD
I-5986A
FOR -Y21- PROFILE SEE SHT. 195
FOR -Y10- PROFILE SEE SHT. 193
FOR -L- PROFILES SEE SHTS. 134 & 135
SEE SHT. 2B-5
FOR CROSS-SECTION LAYOUT
PAVEMENT REMOVAL
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHT. 2A-6
FOR BRIDGE SKETCH
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
S
E
E S
H
E
E
T 80
-
Y21- S
T
A. 35+00.00MA
T
C
H
LI
N
E
S
EE
S
HEET 8
0MATCHLINE -Y1
0-
S
TA. 2
5
+0
0.0
0 MATCHLINE -L- STA. 655+00.00 SEE SHEET 53MATCHLINE -L- STA. 642+00.00 SEE SHEET 51MATCHLI
NE -Y1
0- STA.
1
8
+0
0.
0
0 SEE SHEET
7
9
NAD 83/ NA 2011
1,400
600
1,400
600ROW REVISION 08/17/2020 - PARCEL #174 - CHAGNED PDE INTO DUE.DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GREU TL-3
-L-
B-77
B-77
645+00
650+00
655+00 655+00-L-
PI Sta 25+73.95
D
L = 412.09’
T = 206.58’
R = 2,330.00’20+0025+00DS = 60 MPH
PI Sta 16+88.06
L = 675.94’
T = 338.06’
R = 12,000.00’
SE = NC
D
DS = 60 MPH
SE = 0.05
-Y10- PT Sta. 20+25.94
-Y10- PC Sta. 23+67.36
PI Sta 31+44.65
D
L = 553.52’
T = 302.76’
R = 550.00’
PI Sta 36+70.21
D
L = 416.31’
T = 274.80’
R = 250.00’35+00GREU TL-2
25+00
30+00
-Y21- PRC Sta. 33+95.41
-Y21- PC Sta. 28+41.89
DS = 40 MPH
SE = 0.04
DS = 40 MPH
SE = 0.04
B-77B-77B-77B-77-Y10--Y21--Y10--Y21-
SKEW ANGLE= 6032’28"
-Y10- POT Sta. 21+86.48
-L- POT Sta. 652+36.45=25+00CAT-1
GREU TL-2 GREU TL-2
FILL & CAP
PROP. SBG
MTL
MTL
48" WW W/1SBW
MTL
MTL
MTL
BI LLBOARDBILLBOARDWOODS
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
9.5’ BST
3.5’ BST
3’ BST
2
4" RCP
2
4" RCPDI
DI
18" RCPDI
2
4
" RCP
FES
BL-221
EXISTING R/W
EXISTING R/W220.00’EXISTING R/W
CONC PAVED DITCH
CONC PAVED DITCH
48" WW W/1SBW
PB 124 PG 193
DB 9029 PG 298
DORMAN, ROBERT DALE & WIFE TAMMY B
BK DB 800 PG 347
DB 9074 PG 822
MARY B RICE & DEBRA B MOORE
BAGGETT JR, TALMAGE S
BK DB 800 PG 326
EIP
S
7
3
0
6’
5
3
"
E
2
2.8
7’
S
7
3
0
6’
5
3
"
E
5
5
1.
18’
WEEKS FARMS INC
PB 134 PG 133
DB 9470 PG 646
756.98’S8610’23"WBAGGETT, TALMADGE S.
DB 800 PG 347140’140’.025.02.02.025.02.02.025.02.02.025.02.0226’P.S.12’P.S.14’26’P.S.12’P.S.14’PROP. TYPE T BARRIER
48’48’48’48’PROP. SIGN
P.S.12’8:1
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
C
C
F F
C
C
C
F
F
F
F
C
C
C
F
F
F
C C
C
C
REMOVE DI
P
P
HW5301
5305
5302
5303
5304
37 SY GEOTEXTILE
15 TON CL B RIP RAP
ELEV. = 138.00’
FS MINIMUM
REMOVEREMOVE DI
REMOVE DI
P
P
P
P
2GIB-WSF
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH 30" RCP-IV30" RCP-IV30" RCP-IV5 SY GEOTEXTILE
1 TON CL B RIP RAP
CUT FILL TRANSITION
SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
GEOTEXTILE
RIP RAP 28 SY
10 TON CL B
2GIB-WSF
174
176
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
173
140.00’ RT
+87.65
140.00’ LT
+12.32
140.00’ RT
+12.32
155.00’
+00.00
140.00’
+60.00
140.00’
+72.00
174
175.00’
+75.00
140.00’
+90.00
MILEMARKER 66.4
-L- STATION 658+00 LT
IMPACTED BILLBOARD
MILEMARKER 66.4
-L- STATION 659+00 RT
IMPACTED BILLBOARD
140.00’
+50.00
140.00’ LT
+87.65
178.00’
+88.00
178.00’
140.00’
+25.00
170.00’
140.00’
+64.00
170.00’
140.00’
+10.00
173A
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh53.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
53
MATCHLINE -L- STA. 668+00.00 SEE SHEET 54I-5986A
FOR -L- PROFILES SEE SHTS. 135 & 136 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BEMATCHLINE -L- STA. 655+00.00 SEE SHEET 52ROW REVISION 08/17/2020 - DIVIDED PARCEL #173 INTO PARCELS #173 & #173A. ADDED PARCEL #173A. PARCEL #174: CHANGED PDE INTO DUE.-L-
660+00 665+00
PI Sta 660+99.99
D
L = 824.68’
T = 412.34’
R = 100,000.00’
-L-
SE = NC
DS = 75 MPH
655+00
-L-
-L- PC Sta. 656+87.65
-L- PT Sta. 665+12.32
PI Sta 660+99.99
D
L = 824.68’
T = 412.34’
R = 100,000.00’
-L-
SE = NC
DS = 75 MPH
CAT-1
MTL
MTL
MTL MTL
MTL
MTL
MTL
MTL
MTL
17’ GR
CONC BRIDGE
CONC BRIDGE
48" WW W/1SBWGRASSGRASSMTL
WOODS
WOODS
WOODS WOODSWOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST18" RCPDI
FES
BL-222
HW
CONC
HW
CONC
HW
CONC
HW
CONC
EXISTING R/W
CONC PAVED DITCH
EXISTING R/W W/1SBW48" WW 220.00’BM #514 BLACK RIVERDB 9364 PG 139
WIFE JAMIE MELISSA
KAUFMAN, JORDAN PAUL &
FOWL RHODES LLC
PB 127 PG 167
DB 9355 PG 284
PB 113 PG 152
S 2439’18" E302.54’S 1323’55" E161.08’N 2824’29" W306.26’N 4604’29" W595.83’S 4503’32" E403.72’BK DB 800 PG 347
DB 9074 PG 822
MARY B RICE & DEBRA B MOORE
BAGGETT JR, TALMAGE S
BK DB 800 PG 326
PB 124 PG 193
DB 9029 PG 298
DORMAN, ROBERT DALE & WIFE TAMMY B
DB 8651 PG 15
DORMAN, ROBERT DALE & WIFE TAMMY B
PB 124 PG 193
BK DB 8436 PG 241
UNKNOWN140’140’SBG -L- Sta. 671+98.00 TO 676+78.61SBG -L- Sta. 667+78.61 TO 669+46.00
1:8.025.02.02.025.02.02.025.02.02.025.02.0226’P.S.14’P.S.14’26’P.S.12’P.S.14’8:1
PROP. TYPE T BARRIER
48’48’146’48’48’12’12’48’48’26’P.S.14’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
F
F
F F F
F F F
F
F
F
F
F
FF
FF
F
F
SEE DETAIL H
TOE PROTECTION
15" RCP-III
5 SY GEOTEXTILE
1 TON CL B RIP RAP
5401 2GIB-WSF
5402
5405
2GIB-WSF
5 SY GEOTEXTILE
1 TON CL B RIP RAP
15" RCP-III 5406
5407
5 SY GEOTEXTILE
1 TON CL B RIP RAP
2GIB-WSF
5408
2GIB-WSF
5409
7 SY GEOTEXTILE
2 TON CL B RIP RAP
5410
5411
2GIB-WSF15" RCP-III
5412
5413
5414
5415
11 SY GEOTEXTILE
3 TON CL B RIP RAP24" RCP-IV15" RCP-IV
2GIB-WSF
2GIA-WSF
2GIA-WSF
P
P
REMOVE DI
SEE DETAIL H
TOE PROTECTION15" RCP-III
5416 2GIB-WSF
5417 2GIB-WSF
15" RCP-IV
FLOWABLE FILL
PLUG & FILL W/
24" RCP-IV
RCP-IV
24"
15" RCP-IV15" RCP-III 5418
5419
2GIB-WSF
5 SY GEOTEXTILE
1 TON CL B RIP RAP
174
176
178 179
177
180
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
140.00’ RT
+00.00
140.00’ LT
+00.00
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh54.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
54
MATCHLINE -L- STA. 668+00.00 SEE SHEET 53MATCHLINE -L- STA. 681+00.00 SEE SHEET 55I-5986A
-L- Sta. 678+94.00 +/-
FOR -L- PROFILES SEE SHT. 136
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHT. 2A-7
FOR BRIDGE SKETCH
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
GREU TL-3
-L-
GREU TL-3
CAT-1
PROP. SBG
PROP. SBG
PROP. SBGPROP. SBG
B-77B-77
B-77 B-77
BLACK RIVERBLACK RIVER670+00 675+00 680+00
-L-
MTLMTL
MTLMTL
MTL
MTL
MTL
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
9.5’ BST
10’ BST
3.5’ BST
3’ BST18" RCP15" RCPDI
DI
18" RCPFES
FES
DI
18" RCPFES
BL-223
EXISTING R/W
EXISTING R/W
CONC PAVED DITCH
CONC PAVED DITCH CONC PAVED DITCH
DB 8651 PG 15
DORMAN, ROBERT DALE & WIFE TAMMY B
PB 124 PG 193
BK DB 8436 PG 241
N 2722’06" E
801.70’
S 2712’02" W75.55’
FOWL RHODES LLC
PB 127 PG 167
DB 9355 PG 284
PB 113 PG 152
DB 9778 PG 441
WIFE MARIA VERONICA CORTEZ RECENDIZ
VARGAS, RAMON CORTEZ &
PB 136 PG 198
BK DB 767 PG 233
140’140’.02.02.02.02.01.00.01.02.025.025.025.025.02.02.02.02.01.00.01.02.02.02.0251:8
.025.02.02.025.02.0226’P.S.14’P.S.14’P.S.12’P.S.12’26’PROP. TYPE T BARRIER
48’48’48’48’77.5’ (TYP)P.S.12’P.S.12’1:8
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
F
F F
F
F
F
F
F F
C
C
FF
C
F
11 SY GEOTEXTILE
3 TON CL B RIP RAP
5506
5501
5502
5503
7 SY GEOTEXTILE
2 TON CL B RIP RAP5510
5505
5507
5508
REMOVE DI
P
P
P
P
5511
5 SY GEOTEXTILE
1 TON CL B RIP RAP
5512 5504
5513
2GIB-WSF 2GIB-WSF
2GIB-WSF 2GIB-WSF
2GIB-WSF
2GIB-WSF
P
P
REMOVE DI
5 SY GEOTEXTILE
1 TON CL B RIP RAP 5514
REMOVE DI
P
P
SEE DETAIL H
TOE PROTECTION
SEE DETAIL H
TOE PROTECTION
2GIB-WSF
2GIB-WSF
2GIB-WSF
2 ELBOWS
15" CSP
15" RCP-III 15" RCP-IV 24" RCP-IVFLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
179
180
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
181
(CHORD)
(CHORD)
140.00’ RT
+07.28
140.00’ LT
+07.28
140.00’
+25.00
175.00’
+30.00
180.00’
+95.00
140.00’
+25.00
140.00’
+65.00
175.00’
+00.00
140.00’
+50.00
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh55.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
55
MATCHLINE -L- STA. 681+00.00 SEE SHEET 54MATCHLINE -L- STA. 694+00.00 SEE SHEET 56I-5986A
FOR -L- PROFILES SEE SHT. 137 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
-L-
CAT-1
GREU TL-3
PROP. SBG
PROP. SBG
685+00 690+00
PIs Sta 695+13.96
F
Ls = 310.00’
LT = 206.67’
ST = 103.34’
-L-
-L-
-L- TS Sta. 693+07.28
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW
MTL
MTL
BI
LLBOARDWOODS
WOODS
WOODS
WOODS
I-95 NBL 37’ BST
I-95 SBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
3.5’ BST
3.5’ BST
10’ BST
10’ BST18" RCP24" RCP24" RCPDI
24" RCPDI
DI
FES
FES
BL-224
BL-225
WP(TYP)220.00’CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
EXISTING
R/W
BM
#515
BILLBOARDDB 9778 PG 441
WIFE MARIA VERONICA CORTEZ RECENDIZ
VARGAS, RAMON CORTEZ &
PB 136 PG 198
BK DB 767 PG 233
S 2718’02" W
482.52’
N 2718’55" E
574.93’N 5308’38" W60.85’N 2710’48" E
498.69’
DB 8651 PG 15
DORMAN, ROBERT DALE & WIFE TAMMY B
PB 124 PG 193
BK DB 8436 PG 241.02.03.04.03.04.02.025.025.04.04P.S.12’P.S.12’26’
26’P.S.12’P.S.12’48’48’48’48’PROP. TYPE T BARRIER
77.5’ (TYP)
1:8
140’140’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
C
F
C
F
F
C
C
F
F F
F
C
C
C
C
F24" RCP-IV2GIB-WSF
2GIB-WSF
5601
5602
5603
14 SY GEOTEXTILE
5 TON CL B RIP RAP
REMOVE DI
P
P
SEE DETAIL H
TOE PROTECTION
ELEV. = 139.5’
FS MINIMUM
18" RCP-IV 30" RCP-IV3
0
" RCP-I
V5605
2GIB-WSF
5608
5604
2GIB-WSF
5606
JB W/ MH
5607
REMOVE DI
REMOVE
P
P
P
P
REMOVE DI
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL P
LATERAL BASE DITCH
HW
24" RCP
REMOVE 10’
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
15" RCP-IV
24" RCP-IV
15" RCP-IV
15" RCP-IV
SY GEOTEXTILE
RIP RAP 21
8 TON CL B
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh56.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
56
MATCHLINE -L- STA. 694+00.00 SEE SHEET 55MATCHLINE -L- STA. 707+00.00 SEE SHEET 57I-5986A
FOR -L- PROFILES SEE SHTS. 137 & 138 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BEROW REVISION 08/17/2020 - PARCEL #179: ADDED TCE.GREU TL-3
-L-
695+00
700+00 705+00
PI Sta 704+52.10
D
L = 1,658.97’
T = 834.81’
R = 6,000.00’
PIs Sta 695+13.96
F
Ls = 310.00’
LT = 206.67’
ST = 103.34’
-L-
SE = 0.04
DS = 75 MPH
-L-
-L- SC Sta. 696+17.28
181
179
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
(CHORD)
(CHORD)
141.01’
+83.34
175.00’
+15.00
140.00’ LT
+17.28
190.00’
+50.00
138.99’
+10.00
MILEMARKER 67.2
-L- STATION 699+00 RT
IMPACTED BILLBOARD
205.00’
+26.00
250.00’
+25.00
234.00’
+45.00
250.00’
+45.00
MILEMARKER 67.3
-L- STATION 703+00 RT
IMPACTED BILLBOARD
140.00’ RT
+14.00
140.00’ RT
-L- +17.28
140.00’
+60.00
166.00’
+70.00 173.00’
+90.00
152.77’
+00.01
4
8
" WW
W
/1SBW
48" WW W/1SBW
48" WW
W
/1SBW
MTL
MTL
MTL
MTL
MTL
MTL CONC BRIDGEMTLWOODS
WOODS
WOODS
WOODS
GUYWOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
SR 1804 RHODES POND RD 20’ BSTSR 1804 RHODES POND RD 19’ BST10’ BST
9.5’ BST
3.5’ BST
3.5’ BST
18" RCP
18" RCP
18" RCP8" CMP8" CMP
18" RCP8" CMP
8" CMP
TOP=142.94’
DI
TOP=146.11’
CB CB
CB CB
DI
FES
FES
FES
FES
BL-226
BY5-257HW
CONC
HW
CONC EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
60.00’260.00’EXISTING R/WCONC PAVED DITCH
CONC PAVED DITCH
CONC HW
CONC HW
100.00’BRIDGE #5BM #529BM #516
DRL PROPERTIES LLC
PB 95 PG 37
DB 7465 PG 238
R/W-EIPDB 9778 PG 441
PB 136 PG 198
BK DB 767 PG 233
MARIA VERONICA CORTEZ RECENDIZ
VARGAS, RAMON CORTEZ & WIFE
DB 8651 PG 15
DORMAN, ROBERT DALE & WIFE TAMMY B
PB 124 PG 193
BK DB 8436 PG 241
DB 10693 PG 0673
AND WIFE DOREEN M
KISHBAUGH, EDWARD STERLING
AND WIFE MICHELLE L;
McGREGOR, JERRY LYNN JR.
PB 143 PG 168 463.59’N6712’29"WJENNINGS, JOHN PATRICK D.
DB 10746 PG 59
PIN: 1503787772
AND WI
FE DOREEN MKI
SHBAUGH, EDWARD STERLI
NGAND WI
FE MI
CHELLE L;Mc
GREGOR,
J
ERRY LYNN
J
R.140’140’140’.04.03.02.03.025.02.02.02.02.02.01.00.01.02.02.025.025.025.025.025.025.02.02.01.02.02.02.02.01.001:
8
.04.04.025.02.02.025.02.0226’P.S.12’P.S.14’26’P.S.12’P.S.12’.02.02
.06
.05
.04
.03
.02
.01
.00
.01
.02.02
PROP. TYPE T BARRIER
1:8
1:8
.02
.02
TYP.25’+82.07
77.5’ TYP
P.S.
8’
P.S.
8’
P.S.
8’
P.S.
8’48’48’48’48’8:122’
22’.04P.S.14’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
F
C C
C
F
F
F
F
F F
F
F
C
C
C C
C
C
C
C
F
F F
FF
C
C
FFFF CC
ELEV. = 144.40’
FS MINIMUM
24" RCP-IV24" RCP-IV36" RCP-IV2GIA-WSF
2GIA-WSF
2GIB-WSF
JB W/ MH
JB W/ MH
2GIA-WSF
2GIB-WSF
5703
5702
5701
5704
5705
5706
5710
5712
5709
5713
5714
37 SY GEOTEXTILE
15 TON CL B RIP RAP
5708
5711 15" RCP-III
14 SY GEOTEXTILE
4 TON CL B RIP RAP
5721
5720
5719
5718
2GIB-WSF
2GIB-WSF
15" RCP-III
15" RCP-III
JB W/ MH
2 ELBOWS
15" CSP
15" RCP-III
2 ELBOWS
15" CSP
2GIB-WSF
2GIB-WSF
5717 5715
5716
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVE DI
REMOVE DI
P
P
P
P
P
P
P
P
P
P
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL BASE DITCH
5722
2GIB-WSF
2GIB-WSF
OEP
REMOVE
REMOVE
REMOVE
REMOVE
SEE DETAIL P
LATERAL BASE DITCH
SEE DETAIL K
LATERAL V DITCH
REMOVE
24" RCP-III
42" RCP-III
42" RCP-III
24" RCP-III
OEP
OEP
FLOWABLE FILL
PLUG & FILL W/
15" RCP
-IV
30" RCP-IV30" RCP-IV
30" RCP-IV
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
GEOTEXTILE
RIP RAP 7 SY
2 TON CL B
189
179
181
PROP
. WOVEN
WIRE
FENCE
183
140.00’ LT
-L- +90.00
FENCE
BEGINFENCE
END
140.00’ RT
-L- +86.26
140.00’ LT
-L- +40.00
110.00 LT
+00.00
BEGIN CA
BEGIN FENCE
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
140.00’ LT
+86.26
83.24’ LT
-Y11- +60.00
88.78 LT
+00.00
END CA
END FENCE
FENCE
BEGINFENCE
END
(CHORD)
125.00 RT
+00.00
END CA
END FENCE
186.00’
+73.00
169.91’
+72.00
216.00’
-L- +00.00
90.00 RT
+00.00
END CA
END FENCE
115.00’
+42.00
177.00’
-Y11- +00.00
144.80’
+18.00
140.00’ LT
-L- +15.00
140.00’ LT
+76.21
175.00’
-L- +15.00
15
2
.7
7
’+
0
0
.0
1
183A
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONSHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh57.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
57
MATCHLINE -L- STA. 707+00.00 SEE SHEET 56MATCHLINE -L- STA. 720+00.00 SEE SHEET 58MATCHLINE -Y11- STA. 29+00.00 SEE SHEET 82
MATCHLINE -Y11- STA. 20+00.00 SEE SHEET 81 ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,100
55,800
73,100
55,800I-95 I-95
(SR 1804)
RHODES POND ROAD
(SR 1804)
RHODES POND ROAD
I-5986A
FOR -Y11- PROFILE SEE SHT. 194
FOR -L- PROFILES SEE SHTS. 138 & 139
PAVEMENT REMOVAL
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHT. 2A-7
FOR BRIDGE SKETCH
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
300
200
300
200
ROW REVISION 08/17/2020 - PARCEL #183: DIVIDED PARCEL INTO #183 & #183A AND CHANGED PROPERTY OWNER NAMES.ROW REVISION 07/28/2020 - PARCEL #179: CORRECTED ROW FLAG AT -L- STA. 709+15 RT.GREU TL-3
GREU TL-3
-L-
B-77
B-77
710+00
715+00
PIs Sta 713+79.60
F
Ls = 310.00’
LT = 206.67’
ST = 103.34’
PI Sta 704+52.10
D
L = 1,658.97’
T = 834.81’
R = 6,000.00’
-L-
SE = 0.04
DS = 75 MPH
-L-
-L- CS Sta. 712+76.26 -L- ST Sta. 715+86.2620+0025+00PI Sta 18+70.00
D
L = 619.02’
T = 309.58’
R = 11,500.00’
PI Sta 30+26.44
L = 386.02’
T = 194.38’
R = 1,330.00’
D
-Y11- PC Sta. 28+32.07
-Y11-
-Y11- PT Sta. 21+79.44
B-77B-77B-77B-77-Y11-GREU TL-3DS = 60 MPH
SE = 0.06
DS = 60 MPH
SE = NC
SKEW ANGLE= 9307’52"
-Y11- POT Sta. 24+91.66
-L- POC Sta. 710+35.83=
FILL & CAP
SBGPROP.SBGPROP.PROP. SBGPROP. SBG
WOODS
WOODS
WOODS
WOODS
48" WW W/1SBW
WOODS
WOODS
I-95 SBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 NBL 37’ BST 18" RCPDI
BL-227
EXISTING R/W
EXISTING R/W EIP
EIP EIP
EIP
CONC PAVED DITCH
MTL MTL
P R JOHNSON HEIRS
HERRING, NATHAN WILLIAM & WIFE
PB 87 PG 153
DB 5217 PG 450
DB 730 PG 70
S 4204’13" E118.50’S 4221’54" E410.25’N 2528’35" E
555.99’N 5146’28" W247.27’N 5146’28" W170.66’0.7
5’R/W-EI
P
N
5
7
0
6’13" E2
0
6.4
3’R/W-EIP0.44’0.80’0.58’R/W-EIPR/W-EIPN 4137’59" W258.48’DRL PROPERTIES LLC
PB 95 PG 37
DB 7465 PG 238
WEEKS FARMS INC
DB 2636 PG 655
JENNINGS, JOHN PATRICK D.
DB 10746 PG 59
PIN: 1503787772.025.02.02.025.02.02.025.02.02.025.02.02P.S.12’P.S.12’26’48’P.S.12’P.S.12’26’PROP. TYPE T BARRIER
48’48’48’140’140’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-L-
725+00 730+00
-L-
C
C
C C C
C
F
C
C
C
CC
C
C
SEE DETAIL B
SPECIAL CUT DITCH
15" RCP-IV 5801
2GIB-WSF
2GIB-WSF
2GIB-WSF58025803
REMOVE DI
P
P
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
5804
10 SY GEOTEXTILE
3 TON CL B RIP RAP18" RCP-IV FLOWABLE FILL
PLUG & FILL W/
15" RCP-IV
189
191
183
189A
191A
192A
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
158.00’
140.00’
+95.00
140.00’ RT
+00.00
140.00’ LT
+00.00
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh58.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
58
MATCHLINE -L- STA. 720+00.00 SEE SHEET 57MATCHLINE -L- STA. 733+00.00 SEE SHEET 59I-5986A
FOR -L- PROFILES SEE SHTS. 139 & 140
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
WOODS
WOODS
WOODS
48" WW W/1SBW
48" WW W/1SBW 48" WW W/1SBW
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
10’ BST
3.5’ BST
3.5’ BST
30" RCP30" RCP18" RCPDI DI
FES
FES BL-228
EXISTING R/W
EXISTING R/W EIP
CONC PAVED DITCHCONC PAVED DITCH
MTL MTL
BM #517
STRICKLAND, COURTNEY CHAD
DB 5233 PG 812
PB 101 PG 79 N 4830’32" W483.97’WEEKS FARMS INC 0.10’R/W-EIPDB 2636 PG 655
CURRIN, HELEN B
PB 95 PG 37
DB 5524 PG 696
140’140’.025.02.02.025.02.02.025.02.02.025.02.0226’P.S.12’P.S.12’P.S.12’P.S.12’26’PROP. TYPE T BARRIER
48’48’48’48’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
C
C
F
F
C
C
C
C
F
F
F
C
F F
F
C
F
C
HW
2GIA-WSF
2GIA-WSF
5903
5901
5902
5904
56 SY GEOTEXTILE
20 TON CL B RIP RAP 24" RCP-IV2GIA-WSF
5905
5906
14 SY GEOTEXTILE
5 TON CL B RIP RAP
REMOVE DI
P
P
P
P
P
P
REMOVE DI
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL A
SPECIAL LATERAL V DITCH
SEE DETAIL A
SPECIAL LATERAL V DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL H
TOE PROTECTION
5907
42" RCP-IV42" RCP-IV42" RCP-IVFLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
42" RCP-IV 24" RCP-IV
SEE DETAIL T
STANDARD V DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
191
192
192A
192A
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
185.00’
+30.00
185.00’
+90.00
159.10’
+12.00
140.00’ RT
+00.00
140.00’ LT
+00.00
159.58’
+13.00
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh59.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
59
MATCHLINE -L- STA. 733+00.00 SEE SHEET 58MATCHLINE -L- STA. 746+50.00 SEE SHEET 60I-5986A
FOR -L- PROFILES SEE SHTS. 140 & 141
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
-L-
735+00 740+00
745+00
-L-
WOODS
WOODS
48" WW W/1SBW 48" WW W/1SBW 48" WW W/1SBW
WOODS WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
9.5’ BST
3.5’ BST
3’ BST
18" RCPDI
DI
FES
42"
R
C
P
42" RCP
BL-229
MTL BILLBOARDEIP
260.00’260.00’CONC PAVED DITCHCONC PAVED DITCH
EXISTING R/W
EXISTING R/W
MTL MTL
SWEEKS FARMS INC
CURRIN, HELEN B
DB 2636 PG 655
PB 95 PG 37
DB 5524 PG 696
N 5049’57" W2676.12’R/W-EIP0.07’H & J FARMS INC
DB 2662 PG 503
140’140’.025.02.02.025.02.02.025.02.02.025.02.0226’P.S.12’P.S.12’P.S.12’P.S.12’26’PROP. TYPE T BARRIER
48’48’48’48’PROP. DMS
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
C
C
F F F F
C
C
C
F
FF
F
C
C
C
C
C
C
2GIA-WSF
2GIB-WSF
6001
6002
REMOVE DI
P
P
HW
6004 6003
6005
6006
6007
2GIA-WSF
2GIA-WSF
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL P
LATERAL BASE DITCH
SEE DETAIL C
SPECIAL LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
EXISTING PIPE
REMOVE 15’ OF
P
P
P
P
REMOVE DI
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL Q
TOP ELEV=148.5’
10’ WIDE BERM
89 SY GEOTEXTILE
48 TON CL I RIP RAP
SEE DETAIL D
LATERAL BASE DITCH
48" RCP-IV48" RCP-IV48" RCP-IV48" RCP-IV
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
15" RCP-IV24" RCP-IV
SEE DETAIL F
SPECIAL CUT BASE DITCH
192
191
193
140.00’
+00.00
140.00’, 155.00’ RT
+00.00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
140.00’, 155.00’ RT
+35.00
140.00’ RT
+73.67
162.00’
+30.00
178.00’
+34.00 172.00’
160.00’
+57.00
140.00’ LT
+73.67
159.00’
140.00’
+22.00
145.00’
+00.00
140.00’
+65.00
180.00’
+54.00
175.00’
+34.00
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh60.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
60
MATCHLINE -L- STA. 746+50.00 SEE SHEET 59MATCHLINE -L- STA. 759+00.00 SEE SHEET 61I-5986A
FOR -L- PROFILES SEE SHTS. 141 & 142 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
-L-
750+00 755+00
PI Sta 761+15.78
D
L = 484.20’
T = 242.10’
R = 1,500,000.00’
-L-
SE = NC
DS = 75 MPH
-L-
-L- PC Sta. 758+73.67
48" WW W/1SBW
48" WW W/1SBWBILLBOARD
APPROX 48" WW W/1SBW
WOODS
WOODS
WOODS
WOODSWOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
2
4
" RCP2
4
" RCP42" RCP42" RCP18" RCPDIDIDI
FES
FES
CONC HW
BL-230
I5877-1
CONC PAVED DITCH
CONC PAVED DITCH
BROKEN CONC PAVED DITCH
MTL
BM #518
H & J FARMS INC
DB 2662 PG 503
WEEKS FARMS INC
DB 2636 PG 655140’140’.025.02.02.025.02.02.025.02.02.025.02.02P.S.12’P.S.12’26’P.S.12’P.S.12’26’PROP. TYPE T BARRIER
48’48’48’48’PROP. SIGN
8:1 8:1
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
C C
C
C F
F F
F
FFCC
F
F
C
C
C
F
F F
F
HW
6101
6104
21 SY GEOTEXTILE
8 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
6102
6103
P
P
P
P
REMOVE DI
HW
6105
SEE DETAIL S
CHANNEL CHANGE
SEE DETAIL S
CHANNEL CHANGE
6106
6107 6111
6109
6110
6108
2GIA-WSF
2GIA-WSF 2GIB-WSF 2GIB-WSF
2GIB-WSF
18" RCP-III 18" RCP-III
18" RCP-IV
P
P
P
P
REMOVE HW
REMOVE DI
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL D
LATERAL BASE DITCH
REMOVE DI
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL A
V DITCH
SPECIAL LATERAL
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL Q
TOP ELEV=146.8’
10’ WIDE BERM
P
P
SEE DETAIL Q
TOP ELEV=148.5’
10’ WIDE BERM
30" RCP-IV30" RCP-IV30" RCP-IV (BURIED 1.0’)72" RCP-IV (BURIED 1.0’)72" RCP-IV190 SY GEOTEXTILE
132 TON CL II RIP RAP
NEW YORK DOT DISSIPATOR METHOD
OUTLET DITCH DESIGNED PER
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
(BURIED 1.0’)
72" RCP-IV
FLOWABLE FILL
PLUG & FILL W/
193
191
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
140.00’ LT
+57.88
140.00’ LT
+20.26140.00
+63.20 168.00
+54.00
168.00
+78.00
140.00
+90.00 MILEMARKER 68.5
-L- STATION 767+50 LT
NON-IMPACTED BILLBOARD
140.00’ RT
+57.88
173.00’
159.00’
140.00’
+22.00
159.03
+00.00
173.00’
159.00’
140.00’
+57.00
140.00’ RT
+20.26
NAD 83/ NA 2011
MATCHLINE -L- STA. 759+00.00 SEE SHEET 60MATCHLINE -L- STA. 772+00.00 SEE SHEET 62DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh61.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
61I-5986A
FOR -L- PROFILES SEE SHTS. 142 & 143
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
-L-
760+00 765+00 770+00
PI Sta 770+75.39
D
L = 310.28’
T = 155.14’
R = 700,000.00’
PI Sta 761+15.78
D
L = 484.20’
T = 242.10’
R = 1,500,000.00’
-L-
SE = NC
DS = 75 MPH
SE = NC
DS = 75 MPH
-L-
-L- PT Sta. 763+57.88
-L- PC Sta. 769+20.26
GREU TL-3 CAT-1
48" WW W/1SBW
48" WW W/1SBW
WOODS
WOODS
WOODS
WOODS
I-95 SBL 37’ BST
I-95 NBL 37’ BST
I-95 SBL 37’ BST
I-95 NBL 37’ BST
10’ BST
9.5’ BST
3.5’ BST
3.5’ BST
18" RCPDI
FES
FES
18" RCPI5877-1
I5877-2
EXISTING R/W
EXISTING R/W
260.00’CONC PAVED DITCH
MTL
MTL
WEEKS FARMS INC
DB 2636 PG 655
H & J FARMS INC
DB 2662 PG 503
.025.02.02.025.02.02P.S.12’P.S.12’26’
PROP. TYPE T BARRIER
48’48’.025.02.02.025.02.02.025.025.025.025+60+60140’140’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
-L-
775+00
PI Sta 770+75.39
D
L = 310.28’
T = 155.14’
R = 700,000.00’
-L-
SE = NC
DS = 75 MPH
-L-
-L- PT Sta. 772+30.53 -L- POT Sta. 776+00.00 (I-5877) AH
-L- POT Sta. 776+03.71 (I-5986A) BK =
BEGIN TIP PROJECT I-5877
END TIP PROJECT I-5986A
F
F
FFFF
F
SEE DETAIL D
LATERAL BASE DITCH
191
193
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
140.00’ LT
+30.53 140.00’ LT
+03.71
EX R/W LT
+03.71
140.00’ RT
+30.53
140.00’ RT
+03.71
156.00
+42.00
146.00’
EX R/W RT
+03.71
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh62.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
62
MATCHLINE -L- STA. 772+00.00 SEE SHEET 61I-5986A
SEE I-5877 PLANS
FOR -L- PROFILES SEE SHT. 143 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
vvvvvvvvvv10’ GR18.5’ GR18.5’ GR14’ GR
GR
GR
15" RCP12" RCP
12" RCP
15" RCP
15" RCP
60" CHL W/3SBW 60" CHL W/3SBWSCANOPY
MTLCANOPYMTL1SF BUS
36" CONC SW
BASE
CONC
BOLLARDWELL (TYP)MONITORING1SBLK BUS BUS1SF(RUINS)
CONC FOUNDATION10’ SOILGR
HTR
1SFD
36" CONC SW54" CHL
STEPS
WD
SR 7100 DELORICK LN 11.5’ GR30" VINYL RAILSTEPS
WD
STEPS
WD
HTR
HTR
COOP
CHICKEN 72" CHL W/3SBW7’ SOIL15" RCPvv
BST
BST
SOIL
SOIL WOODSWOODSGRASS
GRASS
W/LT
W/LT
W/2LTPADCONC W/LT W/LTW/LT
LP
43’ BST 43’ BST
43’ BST
6" CONC CURB
NC 82 GODWIN FALCON RD 25’ BST
NC 82 GODWIN FALCON RD 24’ BST
10" PVC
10" PVC
10" PVC
10" PVC 18" RCP18" RCP
15" RCP
BY3-243
BY3-244
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP EIP
ECM
BM #524
T
FO
FO
FO
8"
8"
8"7’ CHL & 1SBWPROPOSEDEX
ISTIN
G
R/
W EX
ISTIN
G
R/
W
100.00’EXISTING R/W
EXISTING R/W 100.00’EXISTING R/W
EXISTING R/W
100.00’EXISTING R/W
EXISTING R/W
80.00’AAAA INC
McMILLAN, GWENDOLYN
McMILLAN, GWENDOLYN
MYLES, HARRY
MYLES, HARRY
McMILLAN, GWENDOLYN
JMJ REALTY INVESTMENTS LLC
EUROCAN ENTERPRISES INC
MYLES, HARRY
PB 122 PG 134
PB 122 PG 134
PB 109 PG 177
PB 61 PG 87
DB 584 PG 186
DB 4172 PG 246
DB 6630 PG 503
PB 112 PG 61
DB 4355 PG 349
PB 134 PG 87
DB 9736 PG 224
PB 134 PG 87
DB 4135 PG 867
DB 4172 PG 246
DB 8449 PG 606
DB 8146 PG 17
DB 4908 PG 144
DB 7920 PG 801
MCDUFFIE & CLEVELAND
MYLES, DOROTHY
MCMILLAN, GWENDOLYN
PB 122 PG 134
DB 4172 PG 246
WIFE CAROL HOLDER
GOFF JR, BARNEY B &
& WIFE BOBBIE SUE LSMITH, LARRY ODELL
DB 8247 PG 485
149.22’N 3008’27" EN 4320’23" ES 6156’26" E
119.88’
S 6209’35" E
119.94’
S 6204’19" E
136.98’S 6155’26" E
117.80’N 5704’33" E50.00’21.64’R/W-EIPS 2803’30" W181.50’S 2803’34" W28.50’N 6203’33" W
237.32’S 3101’48" W41.00’N 3650’49" E654.25’5.78’R/W-EIPS 6135’55" E
N 5255’28" W
262.87’
S 5535’48" E
146.94’
S 5401’45" E
852.76’
S 6135’53" E
89.90’R/W-EIP17.89’18.15’22.32’22.54’18.38’R/W-EIPR/W-EIPR/W-EIPR/W-EIPS 6052’13" E 192.54’128.82’N 3008’31" E239.36’N 6135’53" W
109.08’
11.04’
ALTMAN, DORIS ELLEN LIFE
DB 7467 PG 694
DB 1116 PG 427
M MCINTYR
C/O JAMES
EXXON CORP
S 3616’27" W365.08’S 3856’13" W753.72’N 2804’32" E246.32’N 2755’46" E290.27’S 2803’30" W341.36’S 2803’30" W159.18’N 2755’25" E290.84’17.97’R/W-EIPS 2803’34" W158.96’N 2807’11" E383.93’S 3101’46" W198.58’N 4320’08" E349.43’EXIST..02.04.01.00.01.02.03.04(TYP)
25’+05.02.01.00.01.02.03.04(TYP)
25’+27.72.01.02.02(TYP)
25’+7512’12’8’0’ TO 8’
200’ MEDIAN TAPER+00TO EXIST.
50’ BLEND
16’
18’
16’
24’
16’
42’24’P.S.5’P.S.5’P.S.5’P.S.5’P.S.5’P.S.5’24’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
PI Sta 13+01.45
D
L = 319.71’
T = 160.11’
R = 2,330.00’
10+00
15+00
-Y9A--Y9B- PC Sta. 10+00.00-Y9RPB- PCC Sta. 22+81.25-Y9A- PT Sta. 14+61.05
-Y9A- PC Sta. 11+41.34
-Y9A-
DS = 50 MPH
SE = 0.04
-Y9A- POT Sta. 10+00.00
BEGIN CONSTRUCTION
-RAB_Y9AB- POC Sta. 13+49.65 (18.0’ LT)-Y9RPB- PT Sta. 23+51.82=-Y9RPA- SC Sta. 23+27.66-Y9A- POT Sta. 9+65.00
-Y9A- POT Sta. 10+50.00
BEGIN GRADE
C
C
C C
C C
C C
C
C
C
CCC
F
F
F
F F7701
CB-G
21 SY GEOTEXTILE
8 TON CL B RIP RAP
CB-F7703
7702
7704
30" RCP-III
30" RCP-III
30" RCP-III
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
7705 7706
7711
7707 7708
7709 7710REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
SEE DETAIL C
SPECIAL LATERAL BASE DITCH SEE DETAIL CSPECIAL LATERAL BASE DITCHREMOVE
24"
24"
18" 15"
15"
15"
SEE DETAIL D
LATERAL BASE DITCH
18" REMOVE
142
141
140139
137
143
144
136
145
133
146
WOVEN WIRE
PROP. FENCE
147
148
137
138 PR
O
P. FEN
C
E
W
O
V
EN
W
IR
E115.00’ RT
-Y9A- +70.0090.0RT RT
+50.00
END FENCE
END CA
121.00’
+05.00
160.00’
+35.00
112.00’
+76.00
125.00’
+79.00
88.03’ LT
+50.00
END FENCE
END CA 113.79’ LT-Y9A- +36.0671.00’
+89.00
68.00’
55.50’
+09.00
53.97’
+87.00
86.00’
71.53’
+58.00
68.53’
+36.00
88.00’
+38.00
37.92’ RT
+87.00
58.00’
+98.00
45.39’
+00.00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ NA 2011 HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh77.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
77
MATCHLINE -Y9A- STA. 18+00.00 SEE SHEET 48I-5986A
PAVEMENT REMOVAL
FOR -Y9A- PROFILE SEE SHT. 187
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
TRUCK APRONREVISIONS EXISTING ROW; REVISED C/A. PARCEL #147: REVISED EXISTING ROW; REVISED C/A. PARCEL #148: REVISED EXISTING ROW; REVISED C/A. REVISED EXISTING ROW; ADDED PUE; ELIMINATED PDE, DUE, & TCE. PARCEL #145: REVISED EXISTING ROW; REVISED PUE. PARCEL #146: REVISED & PUE. PARCEL #142: REVISED EXISTING ROW; REVISED PROPOSED ROW. PARCEL #143: REVISED EXISTING ROW; CLAIM ELIMINATED. PARCEL #144: ELIMINATED. PARCEL #140: REVISED EXISTING ROW; REVISED PROPOSED ROW & PUE. PARCEL #141: REVISED EXISTING ROW; REVISED PROPOSED ROW REVISED EXISTING ROW; CLAIM ELIMINATED. PARCEL #138: REVISED EXISTING ROW; CLAIM ELIMINATED. PARCEL #139: REVISED EXISTING ROW; CLAIM ROW REVISION 07/28/2020 - PARCELS #123 THRU #161 HAVE BEEN RELEASED FOR ROW ACQUISITION. PARCEL #136: REVISED EXISTING ROW; CLAIM ELIMINATED. PARCEL #137:
vvNC 82 GODWIN FALCON RD 23’ BST
9’ CONC
8’ CONC
15" RCP
BST & SOIL
BROKEN
PAD
CONC
POND
POND
PINES
PINES
PINES
WOODSWOODS
WOODS
WOODS
PINES
PINES
PINES
WOODS
PINES
BST
GUY
W/LTW/LT
LP
DOUBLETREE CIR VAR BSTNC 82 GODWIN FALCON RD 22’ BST
10" PVC
10" PVC
10" PVC
10" PVC
8" PVC8" PVC18" RCPFES
FES
10" PVC
24" RCP15" RCP
BY3-247
BY3-248
POST
E
IP
EIP
EIP
EIP
BM #525
TC
C
T
FO
8"
8"
T
T
TTRECORD
PLACED PER UTILITY
FOUND IN FIELD
TELEPHONE PED NOT
RECORD
PLACED
P
ER
UT
IL
ITY
FOUND
IN
F
IELD
TEL
E
PHONE
P
ED
NO
T
RECO
RDPLACED PER
U
TI
LI
TYFOUND
I
N FI
ELDTELEPHONE PED NO
TEXISTING R/W
EXISTING R/W
100.00’EXISTING R/W
EXISTING R/W
100.00’ALLEN, BEULAH M
TURPIN RENTALS LLC
SHIPMAN, MARY E
PB 38 PG 66
PB 38 PG 66
PB 37 PG 79
DB 2454 PG 13
DB 2287 PG 469
DB 5616 PG 448
DB 4024 PG 66
DB 8571 PG 221
PB 37 PG 79
WILLIAM OBRIA JOHNSON LIFE ESTATE
& AMANDA L CARROLL
SMITH, TONYA A
S 4700’53" E237.07’N 1946’48" ES 4700’53" E423.78’
26.19’
R/W-EIP 22.02’R/W-EIPTURPIN JR, CLIFTON L
DB 2923 PG 481
UPTON, JOHNNIE MCLEAN
DB 4654 PG 771
MILLS FAMILY PROPERTIES LLC
PB 27 PG 48
DB 7424 PG 185 S 2135’52" W422.03’N 1946’48" E528.53’18.50’R/W-EIPN 1946’48" E540.38’S 2204’52" W507.41’17.69’R/W-EIPS 2204’51" W594.33’N 1946’48" E560.13’681.29’N224’7"EAN EASEMENT
IS BEING USED BY CP&L AS
THIS LOT PER DB 2752 PG 761
DB 3793 PG 00192
JOHNSON, GARY MACK
4
5
’4
5
’4
5
’4
5
’R=50’OFFSET=1
5
’R=230’R=50’OFFSET=10’
.02.01.00.01.02.03.04.05(TYP)
24’+63.59EXIST..04.03.03.02.02.01.00.01.02.03.04.05(TYP)
24’+7424’12’8’12’TO EXIST.
50’ BLEND
16’P.S.5’P.S.5’P.S.5’8’ TO 0’200’ MEDIAN TAPER +258:15’ P.S.
22’.02.01.00.01.02.03.04(TYP)
20’+37.04.02.01.00.01.02.03.04+23.08(TYP)
20’30’+67.73WIDT H T A PE R
110’ LA N E (TYP)22.5’+67.17
15’
.04
.03
.02
.01
R=180’22’24’P.S.5’P.S.8’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]FC
C
C
C
C
C
C
CC
C
F
F
F F
F
F
F
C
F
F
SEE DETAIL DLATERAL BASE DITCHSEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL BSPECIAL CUT DITCH
SEE DETAIL V
SPECIAL CUT BASE DITCH
GRADE TO DRAIN
HW
7801
SEE DETAIL B
SPECIAL CUT DITCHRE MOVEREMOVE
154
158
159
155 157
152
160
161
151
156
153
55.00’
+10.00
55.00’
+25.00
55.00’
+95.00 110.00-SR5- +75.0045.00’ RT
-SR5- +00.00
45.00’ LT
-SR5- +43.71
45.00’ LT
-SR5- +16.41
60.00’
+10.00
55.00’
+25.00
50.00 RT
-Y9C- +00.00
END CA
END FENCE
45.00’ RT
-SR5- +43.71
62.00
+85.00
45.00’ RT
-SR5- +16.41
104.00
+63.00
75.00
+20.00
70.00
+35.00
86.00
+38.00
90.00
74.00
+40.00
87.00
70.00
+23.00
64.00
+60.00
90.00
+23.00
PROP. FENCE WOVEN WIRE
76.25 LT
-Y9C- +80.00
END CA
END FENCE
46.73’ RT
-Y9C- +00.00
47.16’
+68.00
45.00’ LT
-SR5- +97.17
62.33’
+33.00
-Y9C-
88.00’
-Y9C- +28.00 NAD 83/ NA 2011DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh78.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
78I-5986A
PAVEMENT REMOVALSEE SHEET 48MATCHLINE -Y9C- STA. 12+00.00 FOR -SR5- PROFILE SEE SHT. 197
FOR -Y9C- PROFILE SEE SHT. 188 www.rkk.com
Engineers | Construction Managers | Planners | Scientists SEE SHEET 48-SR5- STA. 38+50.00MATCHLI
NEFOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
REVISIONS CLAIM ELIMINATED. PARCEL #159: REVISED EXISTING ROW; CLAIM ELIMINATED. PARCEL #160: REVISED EXISTING ROW; CLAIM ELIMINATED. PARCEL #161: REVISED EXISTING ROW; REVISED C/A. PARCEL #157: REVISED EXISTING ROW; CLAIM ELINIMATED. PARCEL #158: REVISED EXISTING ROW; REVISED PROPOSED ROW & PUE. REVISED PROPOSED ROW & TCE. PARCEL #155: REVISED EXISTING ROW; REVISED C/A; ELIMINATED TCE. PARCEL #156: REVISED EXISTING ROW; ROW REVISION 07/28/2020 - PARCELS #123 THRU #161 HAVE BEEN RELEASED FOR ROW ACQUISITION. PARCEL #153: REVISED EXISTING ROW. PARCEL #154: REVISED EXISTING ROW; 154
158
159
155 157
152
160
161
151
156
153
55.00’
+10.00
55.00’
+25.00
55.00’
+95.00 110.00-SR5- +75.0045.00’ RT
-SR5- +00.00
45.00’ LT
-SR5- +43.71
45.00’ LT
-SR5- +16.41
60.00’
+10.00
55.00’
+25.00
50.00 RT
-Y9C- +00.00
END CA
END FENCE
45.00’ RT
-SR5- +43.71
62.00
+85.00
45.00’ RT
-SR5- +16.41
104.00
+63.00
75.00
+20.00
70.00
+35.00
86.00
+38.00
90.00
74.00
+40.00
87.00
70.00
+23.00
64.00
+60.00
90.00
+23.00
PROP. FENCE WOVEN WIRE
76.25 LT
-Y9C- +80.00
END CA
END FENCE
46.73’ RT
-Y9C- +00.00
47.16’
+68.00
45.00’ LT
-SR5- +97.17
62.33’
+33.00
-Y9C-
88.00’
-Y9C- +28.00
15+00
-Y9C-
-Y9C- PC Sta. 14+23.59
-Y9C- PT Sta. 17+45.59
-Y9C- POT Sta. 19+45.00
END CONSTRUCTION-RAB_Y9BC- POC Sta. 13+50.09 (18.0’ LT)-Y9RPD- PT Sta. 25+38.67-RAB_Y9BC- POC Sta. 13+36.45 (37.0’ RT)-Y9B- PT Sta. 20+63.78-Y9C- POT Sta. 23+66.06
AT-111+61.22 (37.0’ RT)-RAB_Y9BC- POC Sta.-Y9C- POT Sta. 10+00.00DS = 40 MPH
SE = 0.04
DS = 30 MPH
SE = 0.04
-SR5-
PI Sta 15+85.21
D
L = 322.00’
T = 161.61’
R = 1,510.00’
-Y9C-
DS = 50 MPH
SE = 0.05
-Y9C- POC Sta. 16+00.00
-SR5- POT Sta. 45+67.18 =
-SR5- PC Sta. 41+16.41
-SR5- PT Sta. 39+43.71
-SR5- PT Sta. 44+97.17
L = 304.45’
PI Sta 37+95.65
D
T = 156.39’
R = 540.00’
PI Sta 43+54.74
D
L = 380.75’
T = 238.33’
R = 250.00’
40+00 45+00-SR5-20+00
GREU TL-3
-Y9C- POT Sta. 18+95.00
END GRADE
vv6.5’ SOIL15" RCP
BAGGETT RD 20’ BST
BY4-254
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
60.00’60.00’EIPEIPBM #52750’ EASEMENT DB 9980 PG 53650’ EASEMENT DB 10397 PG 204PROPOSEDMAR
Y
B
RI
C
E & DE
B
R
A
B MOOR
E
B
AGGE
T
T J
R,
T
AL
MAGE
S,S 7543’23" E320.31’S 7858’32" E305.65’S 7858’53" E241.99’N 0337’53" W200.58’S 6627’53" E288.00’2.90’R/W-EIPEIP-R/W2.90’DB 2373 PG 103
MARY B RICE & DEBRA B MOORE
BAGGETT JR, TALMAGE S,
WEEKS FARMS INC
PB 134 PG 133
DB 9470 PG 646 .02.01.02EXIST..02.02(TYP)
25’+04.2516’
TO EXIST.
50’ BLEND
8:1
8
:122’P.S.8’P.S.8’22’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
F
F
C
C
C
F
F
F
F
FF
F
F
SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL C
SPECIAL LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL H
TOE PROTECTION
172
173
80.00’ RT
+00.00
30.21’
+30.00
40.00’
+60.00
57.63’
+00.00
29.16’ LT
+00.00
80.00’ LT
+50.00
END CA
END FENCE
29.58’, 45.00’
+15.00
77.38’, 95.00’
+30.00
50.00’
44.00’
33.24’
+35.00
29.78’
+35.00
50.00’
43.00’
31.20’
+10.00
30.38’ RT
+00.00
N
A
D 83/ N
A 2011DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh79.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
79
MATCHLINE -Y10- STA. 18+00.00 SEE SHEET 52I-5986A
FOR -Y10- PROFILE SEE SHT. 193
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
10+00
15+00
-Y10- Sta. 12+60.00
BEGIN GRADE
-Y10- Sta. 12+10.00
BEGIN CONSTRUCTION
DS = 60 MPH
PI Sta 16+88.06
L = 675.94’
T = 338.06’
R = 12,000.00’
SE = NC
D
-Y10- POT Sta. 9+00.00
-Y10- PC Sta. 13+50.00
GREU TL-3
GREU TL-3
-Y10-
-Y10-
.05.04.03.02.01.00.01.02.03.04.04.03.02.01.00.01.02.02.02.02EXIST.(TYP)
25
’+79.45(TYP)
25’+61.4622’.03
.02
.01
.01
.02
.03
+45.00
.04
30’WI
DTH TAPER110’ LANE.04 (TYP)27.5’
16’
TO EXIST.
50’ BLEND
8:18:18:1
22’22’P.S.8’P.S.8’.00
+35.07
R=40’OFFSET=1
5
’R=175’R=50’OFFSET=15’
R=180’
16’P.S.8’22’P.S.8’6’ PS
6’ PS
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
F
F
F
F
C
C C
C
C
C
F
F
F
F
F F
F
F
FF
7 SY GEOTEXTILE
2 TON CL B RIP RAP8008
8007
8006
8005
8004
2GIB-WSF
2GIB-WSF
2GIB-WSF
15" RCP-III
7 SY GEOTEXTILE
2 TON CL B RIP RAP
8003
8002
80012GIB-WSF
2GIB-WSF15"
RCP-
I
I
I
1
5" RCP-III
15" RCP
-
I
I
I
2 ELBOWS15" CSPSEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
2GIB-WSF
8009
8010
7 SY GEOTEXTILE
2 TON CL B RIP RAP
8012
8011
SEE DETAIL K
LATERAL V DITCH
RE
MOVE
15"
24"
REMOVE
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
2 ELBOWS15" CSP
RCP-III 15"
WSF
2GIB-
174
169
85.00’ LT
-Y21- +00.00
60.00’ LT
+00.00
30.17’ LT
+75.00
65.00’
+05.00 61.53’
+35.00
79.00’
+45.00
79.00’
+63.00
57.33’
+75.00
54.00’
+14.00
44.00’
+20.00
44.00’
+75.00
50.00’ LT
+99.98
66.66’ LT
+77.44
78.70’ LT
+63.01
30.20’
+00.00
85.00 LT
-Y10- +15.00
END CA
END FENCE
53.00’
+86.00
85.00’
+70.00
54.87’
+00.00
174A
70.71 RT
-Y10- +15.00
END CA
END FENCE
29.80’, 35.00’
+00.00
116.00’
+00.00
94.00’
+52.00

N
A
D 83/ N
A 2011MATCHLINE -Y21- STA. 35+00.00 SEE SHEET 52DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh80.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
80
MATCHLINE -Y10- STA. 25+00.00 SEE SHEET 52I-5986A
PAVEMENT REMOVAL
FOR -Y21- PROFILE SEE SHT. 195
FOR -Y10- PROFILE SEE SHT. 193
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BEROW REVISION 08/17/2020 - PARCEL #174: CHANGED PDE INTO DUE.PI Sta 29+87.38
D
L = 415.34’
T = 207.93’
R = 3,390.00’
25+00
30+00
DS = 60 MPH
SE = 0.05
DS = 60 MPH
R = 2,330.00’
T = 206.58’
L = 412.09’
D
PI Sta 25+73.95
SE = 0.04
-Y10- PRC Sta. 27+79.45
-Y10- PT Sta. 31+94.79
-Y10- POT Sta. 34+27.04
-Y10- Sta. 33+75.00
END GRADE
-Y10- Sta. 34+25.00
END CONSTRUCTION
GREU
TL-3
GREU
TL
-3
-Y10- POC Sta. 27+04.4535+00GREU TL-2GREU TL-2DS = 40 MPH
SE = 0.04
R = 250.00’
T = 274.80’
L = 416.31’
PI Sta 36+70.21
D
-Y10-
-Y21- PT Sta. 38+11.72
-Y21-
-Y21- POT Sta. 38+35.80 =
25+00
PROP. SBG PROP
. SBG
-Y10-
-Y21-
P
ROP.
S
BG
v
vv72" CHL W/3SBW15" RCP8’ SOIL
9’ GR7’ GR6’ SOIL48" WW W/3SBW
48" WW W/3SBW
42" 3S ELEC42" 3S ELEC
SILO
MTL
SILO
MTL
B
B
2S HTR
& PORCH
BK STEPS
STEPS
BK
SILO
MTL
2SFD
30" WW W/1S ELEC
STEPS
CONC
HVACFP
15" HDPE
8’ SOILW/LT
GRAVEL18" RCPFES
FES
BY5-255
BY5-256
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/W60.00’EIP
EIP
EIP
EIP
EIP
R/W MON
EXISTING R/WEXISTING R/WEXISTING R/WEIP110.00’
90
.00’EIPBM #528
TTHHT
FOFOFOFO8"8"8"8"8"FOMTL CANOPYBLDGEXIST
BLDGEXIST
BLDGEXIST
BLDGEXIST
BLDGEXIST
BAKER, MYRA H
N C DEPT OF TRANSPORTATION
HONEYCUTT, JEROME F
HONEYCUTT, JEROME F
DB 7613 PG 190
PB 109 PG 120
PB 113 PG 152
DB 6731 PG 291
DB 5474 PG 34
PB 104 PG 91
DB 6921 PG 388
PB 133 PG 40
DB 6921 PG 388
BAKER, MYRA H
DB 7613 PG 190
PB 109 PG 120
WIFE MYRA H
BAKER, TONY M &
HONEYCUTT, JAMES K
PB 114 PG 117
DB 6921 PG 390
S 6644’30" E
407.10’N 2315’30" E210.95’N 2315’30" E213.15’N 2804’58" E413.57’S 6659’28" E
45.58’
N 6658’11" W
299.91’
N 6245’37" W
235.79’S 2719’57" W295.69’S 6659’28" E
188.63’S 2711’06" W112.73’S 2721’48" W200.39’S 2728’14" W89.15’N 6644’30" W
437.68’0.50’S 2729’15" W89.15’S 2720’37" W52.93’S 2716’49" W290.99’N
3
4
4
0’0
0" W3
6
9.9
6’S 2420’25" W177.77’R/W-EIP0.62’0.85’R/W-EIPR/W-EIP0.23’N 2809’27" W302.64’N 3649’48" E92.40’S 7619’48" W
210.00’S 3219’48" W180.00’S 8404’48" W
18.50’
N 6910’12" W
28.55’R/W-EIP1.55’ DB 9778 PG 441
PB 136 PG 198
BK DB 767 PG 233
RECENDIZ
WIFE MARIA VERONICA CORTEZ
VARGAS, RAMON CORTEZ &
DRL PROPERTIES LLC
PB 95 PG 37
DB 7465 PG 238
.02.02EXIST8:1
8
:1
TO EXIST.
50’ BLEND .02.02P.S.8’P.S.8’22’22’16’
16’
16’
16’
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
C
C
C C
C C C
F
F
C
F
F
F
F
F
F
F
F
F
F
HW
8101
8102
8103
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL D
LATERAL BASE DITCH
56 SY GEOTEXTILE
20 TON CL B RIP RAPREMOVEREMOVE
15"
15" 42" RCP-IV42" RCP-IVSEE DETAIL B
SPECIAL CUT DITCH
189
181
184
184
186
187
188
184
60.00’
+15.00
60.00’
+95.00
45.00’
+85.0030.18’
+35.00
110.00’ LT
+35.00
63.00’
+75.00
40.00’
+50.00
30.42’ RT
+90.00
46.57’
+20.00
149.00’
+50.00
163.00’
+59.00174.00’
+42.00
137.00’
+19.00
76.88’
+28.00
71.22’
+90.00
121.00’
+76.00
162.00’
+75.00
127.00’
+15.00
119.00’
+23.00
51.78’
+55.00
29.96’
+00.00
40.00’
+00.00
29.54’ LT
+00.00 42.46’
+90.00
86.89’
+60.00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONSHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh81.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
81
NAD 83/ NA 2011MATCHLINE -Y11- STA. 20+00.00 SEE SHEET 57I-5986A
FOR -Y11- PROFILE SEE SHT. 194
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BEPARCELS #184 & #185 HAVE BEEN COMBINED INTO PARCEL #184ROW REVISION 07/28/2020 - 10+00
15+00 20+00
PI Sta 18+70.00
D
L = 619.02’
T = 309.58’
R = 11,500.00’
-Y11- POT Sta. 10+00.00
-Y11- PC Sta. 15+60.42
-Y11-
-Y11- Sta. 12+00.00
BEGIN CONSTRUCTION
-Y11- Sta. 12+50.00
BEGIN GRADE
GREU TL-3
GREU TL-3
V = 60 MPH
SE = NC
-Y11-
vvP
O
S
T
GA
T
E
W
D
PO
S
T
GA
T
E
W
D
48
" CONC
1SBKD
G
1SMTL
B
PAD
CONC
15" HDPE
6
’ SO
IL 6’ SOIL6’ S
OI
L6’ S
OIL
PAT
IO
CONC
36" SRLT17’ CONCSR 1804
R
H
O
D
E
S PO
N
D
R
D 20’ B
ST
SR 1804 RHODES POND RD 19.5’ BST
BY5-258
WP
EXISTING R/W
EXISTING R/W
E
IP
EIPEIP
60.00’E
IP
EIP
E
X
IS
T
IN
G

R
/W
EXISTING R/W
EXISTING R/W
EX
IS
T
ING
R
/W
EX
IST
ING
R
/W80.00’T
VALVE
BLOW OFF
2"
SR 1804 RHODES POND RD 20’ BST15’ SOILVAR CONC15" RCP
15" HDPE 15" HDPE15’ SOIL15" HDPE
S
MTL CANOPY
S
S
1SFD
8" CMP
SOIL
15’
15" CMP
2’ 3S ELEC WD POST3’ WD POST3’ WD POST60.00’EXISTING R/W
T
2"
DB 10092 PG 361
PB 139 PG 44
JENNINGS, KIMBERLY PAM DORMAN
PB 139 PG 44
DB 10092 PG 374
WIFE TAMMY B
DORMAN, ROBERT DALE &
S
24
20’0
8"
E
189.39’
S 80 09’21" E
307.42’
S 8113’26" E
164.70’
N 80 10’41" W
52.51’S 0950’47" W66.19’S 0950’44" W259.25’N 0951’08" E513.78’S 1548’01" W326.20’S 1631’01" W912.94’0.26’0.18’R/W-EIPR/W-EIP1
.
7
5
’R
/W
-E
IP 0.47’R
/W
-E
IP
DB 10092 PG 361
PB 139 PG 44
JENNINGS, KIMBERLY PAM DORMAN
N 0930’47" E186.22’N 0950’40" E251.86’S 80 09’22" E
224.96’
JENNINGS PUGSLEY
JR AND WIFE LAUREN ASHLEY
BRIAN KEITH PUGSLEY
JOHN PATRICK DIGAN JENNINGS
DB 9867 PG 161
PB 137 PG 76
DB 5871 PG 38
PB 90 PG 105
S 1623’11" W53.19’S
6742’12"
E12.35’S 1631’01" W1186.43’AND WIFE TAMMY B DORMAN
ROBERT DALE DORMAN
DB 10092 PG 380
PB 139 PG 44561.18’S2456’25"WDB 10693 PG 0673
AND WIFE DOREEN M
KISHBAUGH, EDWARD STERLING
AND WIFE MICHELLE L;
McGREGOR, JERRY LYNN JR.
PB 143 PG 168
JENNINGS, JOHN PATRICK D.
DB 10746 PG 59
PIN: 1503787772
.06.05.04.03.02.01.00.01.02.02.02.02EXIST8:18:1
TO EXIST.
50’ BLEND22’.06(TYP.)
25’+40.0022’P.S.8’16’
17’10’.02
16’
10’+80.02
15’Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]FFC
F
C C
F
F
F
F
F
F
CCC
F
FF
F
F
C
C
C
C
C
C
F
F
8201
8202
SEE DETAIL B
SPECIAL CUT DITCH
HW
8203
15"
15" REMOVE
R
E
T
A
IN
18" RCP-III SEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL A
SPECIAL LATERAL DITCH
SEE DETAIL P
LATERAL BASE DITCH
GEOTEXTILE
RIP RAP 7 SY
2 TON CL B
DETAIL B
DITCH SEE
SPECIAL CUT
DETAIL BDITCH SEESPECIAL CUT
182
190
179
183A
30.31’
+83.00
49.00’
+68.0049.00’
+48.00
36.00’
+35.00
38.00’
+60.00
60.00’
-Y11- +37.00 29.67’ RT
+00.00 45.00’
29.68’
+27.00
60.00’
-Y11_DW- +10.00
65.21’
+32.00
28.94’
+77.00
33.30’
+18.00
13.00’
+25.00
23.00’
+25.00
95.00’
+07.00
-Y11-
80.00’ RT
+00.00
-Y11-
101.00’
+79.00
-Y11-
113.48’
+16.00
64.93’
+72.18
63.40’
+62.24
183
50.00’ RT
-Y11- +18.09
45.00’
+50.00
40.51’
+02.00 43.00’
+00.00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONSHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/24/2020R:\Roadway\Proj\Plan_Sheets\SEC 3 PLANS SHEETS\I-5986A_Rdy_psh82.dgnahefler8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
82
NAD 83/ NA 2011MATCHLINE -Y11- STA. 29+00.00 SEE SHEET 57I-5986A
FOR -Y11DW- PROFILE SEE SHT. 197
FOR -Y11- PROFILE SEE SHT. 194
PAVEMENT REMOVAL
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15’ UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
ROW REVISION 08/17/2020 - PARCEL #183: DIVIDED INTO PARCEL #183 & #183A AND CHANGED PROPERTY OWNER NAMES.ROW REVISION 07/28/2020 - PARCEL #182: CORRECTED PUE LABELS AT -Y11DW- STA. 13+00 +/- LT.DS = 75 MPH3
0+
0
0
35+00
PI Sta 30+26.44
D
L = 386.02’
T = 194.38’
R = 1,330.00’
-Y11- POT Sta. 36+75.83
-Y11- PT Sta. 32+18.09
-Y11-
-Y11- Sta. 36+00.00
END CONSTRUCTION
-Y11- Sta. 35+50.00
END GRADE
GREU TL-3
SE = 0.06
V = 60 MPH
GREU TL-3
-Y11DW-
-Y11DW- PC Sta. 10+30.00
-Y11DW- PT Sta. 11+60.87
-Y11DW- POT Sta. 14+50.00
-Y11-
PI Sta 11+19.35
D
L = 130.87’
T = 89.35’
R = 75.00’
PI Sta 13+54.70
D
L = 115.52’
T = 72.74’
R = 75.00’
-Y11- POC Sta. 32+00.00
-Y11DW- POT Sta. 10+00.00 =
-Y11DW- PC Sta. 12+81.95
-Y11DW- PT Sta. 13+97.47
-Y11DW- POT Sta. 14+15.00
END CONSTRUCTION