20140762 Ver 2_Application|_20160728

; ',
Transporcatton
July 28, 2016
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Mr. Steve Kichefski
NCDOT Coordinator
PAT McCRORY
covernor
NICHOLAS J, TENNY5�N
secrerary
Subject: Request for Modification to the Section 401 Individual Permit and Section 401
Water Quality Certification for the proposed US 221 Widening from US 421 to US
221 Business/NC 88 in Jefferson in Watauga and Ashe Counties. Federal Aid Project
No. STP-0221(13), Division 11, TIP No. R-2915. Debit $570 from WBS 34518.1.1.
Reference: USACE Individual Permit Action ID SAW-2012-00882, January 7, 2015.
NCDWR Project No. 20140762, Certification No. 4001, September 8, 2014.
Dear Sir:
The purpose of this letter is to request a modification to the United Stated Army Corps of Engineers
(USACE) Section 404 Individual Permit and North Carolina Division of Water Resources Section 401
Certification for the above referenced project. The original 2014 permit application and subsequent
permits (referenced above) presented final impacts for R-2915A, R-2915B and R-2915D. This
modification presents the final impacts for R-2915C. The last section, R-2915E, is currently scheduled
to let in September 2019. A permit modification far the final impacts for R-2915E will be submitted
prior to let.
Please see the enclosed revised Division of Mitigation Services (DMS) mitigation acceptance letter
(dated July 27, 2016), permit drawing review minutes (4B and 4C), stormwater management
plan (SMP), permit drawings, and design plans for Section C.
�IVothing Compares�.._
State of North Carolina � Deparhnent of Transportation � PDEA-Natural Environment Section
1020 Birch Ridge Drive, 27610 � 1598 Mail Service Center � Raleigh, North Carolina 27699-1598
919-707-6000 T 919-212-5�85 F

Summary of R-2915C Jurisdictional Impacts:
The preliminary projected impacts for the overall (Sections A-E) project will be approximately 3.11
acres of permanent wetland impacts, 8,1961inear feet of permanent stream impacts (7,023 linear feet of
fill and 1,173 linear feet of bank stabilization), and 0.34 acre of temporary stream impacts (see Tables 2
and 3 for a breakdown of impacts by Section). A total of the individual water resources impacted by
each section can be found in Table 1.
Table 1— Summar of Water Resources Im acted
Section Desi n Sta e Total # Wetlands Im acted
R-2915A Final 6
R-2915B Final 6
R-2915C Final 6
R-2915D Final 20
R-2915E Prelimina 9
Total 47
* S1 included in both Section A and B totals, S56 included in botb Section C and D totals
Total # Streams
12
7
21
24
6
68*
Table 2— Summar of Wetland Im acts for R-2915
Design Wetland Wetland Impacts
Section Stage Wetland Impact Type Impact Area Requiring
(ac) Miti ation (ac)
Perm. Wetland Fill 0.48
Excavation in Wetlands 0.01
R-2915A Final 0.57*
Mechanized Clearin in Wetlands 0.08
Hand Clearin in Wetlands 0.05 j'
Perm. Wetland Fill 032
R-2915B Final Excavation in Wetlands 0.04 0.43*
Mechanized Clearin in Wetlands 0.06
Perm. Wetland Fill 0.22
R-2915C Final Excavation in Wetlands -- 0.27*
Mechanized Clearin in Wetlands 0.05
Perm. Wetland Fill 1.01
R-2915D Final Excavation in Wetlands 0.01 1.32
Mechanized Clearin in Wetlands 0.30
Perm. Wetland Fill 0.43
R-2915E Preliminary Excavation in Wetlands -- 0.52
Mechanized Clearin in Wetlands 0.09
Total 3.11
tAddltlonalty, 0.01 acre of temporary till in wetlands will occur in the hand clearing areas Yor erosion control measures
* Values are based on rounding, due to calculating totals with actual numbers to the thousandths
R-2915C Individual Phased Permit Modification Application Page 2 of 11

Table 3— Summar of Stream Im acts for R-2915
Design Impact Temparary Stream Impacts
Section Stage Stream Impact Type Length (1 fl Impacts (ac) Requiring
Miti ation 1
Permanent Fill 1,119 --
R-2915A Final Bank Stabilization 402 __ 1,119
Tem ora -- 0.05
Permanent Fill 533 --
R-2915B Final Bank Stabilization 411 __ 533
Tem ora -- 0.15
Permanent Fill 2,339 --
R-2915C Final Bank Stabilization 234 -- 2,339*
Tem ora -- 0.09
Permanent Fill 2,627 --
R-2915D Final Bank Stabilization 126 -- 2'62�
Tem ora -- 0.05
Permanent Fill 405 -- 405
R-2915E Preliminary
Tem ora -- <0.01
Total 8,196 0.34 7,023
* See "1'able 6
Summary of Utility Impacts:
There will be no impacts associated with utility relocations in C Section of this project. For Section E,
the utility relocations will be determined at final design.
Summarv of Miti ag tion:
Mitigation for impacts resulting from the Section C will be provided by DMS. See tables 5 and 6 for a
summary of the mitigable impacts resulting from this Section. Total mitigable impacts for Section C
include 0.27 acre of wetlands and 2,3391inear feet of stream.
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) was completed for this project in October 2012. A Finding of No
Significant Impact (FONSI) was completed in May 2013. In addition, a FONSI Addendum was
completed in December 2013. Additional copies will be provided upon request.
In compliance with the NEPA/404 Merger Process, Concurrence Point 4B was reached for R-2915C on
September 11, 2013. Concurrence Point 4C was reached June 10, 2015 with a follow-up meeting held
on August 12, 2015.
PROJECT SCHEDULE
The project is permitted in phases due to project size, funding and TIP schedule (see Table 4). Sections
A, B, and D were permitted together in 2014/2015. Section C of this project is scheduled to let on
November 15, 2016, and is covered in this phased permit modification request. Section E will be
permitted via phased modification at a later date prior to let for that section.
R-2915C Individual Phased Permit Modification Application Page 3 of 11

Table 4- Pro'ect hasin for US 221 Widenin (R-2915)
Section Approximate Section Limits Approximate Construction
Length Letting
R-2915A US 421 in Watau a Count to SR 1003 (Idlewild Road) 2.8 miles Se t 2015
R-2915B SR 1003 Idlewild Road to north of the South Fork New River 1.77 miles Se t 2015
R-2915C North of the South Fork New River to south of NC 194 3.98 miles Nov 2016
R-2915D South of NC 194 to US 211 B ass 4.3 miles Feb 2015
R-2915E US 221 B ass to US 221 Business/NC 88 in Jefferson 33 miles Se t 2019
TOTAL 16.1 miles
I i►� 17��.�1[�li.�l�l _Y_�) 7.Y17 �II 11: i� i�.�
Tables 5 and 6 summarize the impacts to jurisdictional water resources for the final design of R-2915C.
Site numbers correspond with the permit (hydraulic) drawings included in this application (sites 15 and
18 have been removed since the CP4C meeting due to redesigning Y8 and Y9). The stream and wetland
numbers correspond to the NRTR. A brief description of each impact site will follow the tables.
Table 5- R-2915C Wetland Im acts*
Wetland Wetland Permanent Fill in Excavation Mechanized Hand Impacts
Site Number Size (ac) Wetlands (ac) (ac) Clearing (ac) Clearing (ac) Requiring
Miti ation ac
1 WZ** 0.16 0.14 -- 0.02 -- 0.16
2A WY** 0.03 0.01 -- <0.01 -- 0.03
20 W33** 0.06 0.04 -- 0.02 -- 0.06
26 W41** 0.01 0.01 -- -- -- 0.01
29 W48 0.01 <0.01 -- <0.01 -- 0.01
30 W52 0.04 -- -- <0.01 -- <0.01
TotalImpacts 0.22 -- 0.05 -- 0.27***
* All wetlands impacted are riparian
** Total take of wetland
*** Values are based on rounding, due to calculating totals with actual numbers to the thousandths
Table 6- R-2915C Stream Im acts
Stream Name & Impact Temporary Mitigation
Site Intermittent (I) ar Stream Impact Type Length Impacts (acres) Requirement�
Perennial (P) ' Number (linear feet) (feet) (linear feet)
1 N/A (wetland) -- -- -- -- --
Perm. Fill 71 -- USACE
2A UT to South Fork SZ Bank Stabilization -- -- --
New River (P)
Tem Fill -- <0.01 (34') --
Perm. Fill -- -- --
2B UT to South Fork S44 Bank Stabilization 19 -- --
New River (P)
Tem Fill -- <0.01 (49') --
Perm. Fill -- -- --
3 UT to South Fork S44 Bank Stabilization -- -- --
New River (P)
Tem Fill -- <OA1 10' --
R-2915C Individual Phased Permit Modification Application Page 4 of 11

Table 6 Continued — R-2915C Stream Im acts
Stream Name & Impact Temporary Mitigation
Site Intermittent (I) or Stream Impact Type Length Impacts (acres) Requirement�
Perennial P) t Number (linear feet feet (linear feet)
Perm. Fill 210 -- USACE & DWR
4 UT to Old Field S47 Bank Stabilization 16 -- DWR
Creek (P)
Tem Fill -- <0.01 (35') --
Perm. Fill 236 -- USACE & DWR
5 UT to Old Field S48 Bank Stabilization 20 -- DWR
Creek (P)
Tem Fill -- <0.01 21' --
Perm. Fill 53 -- USACE
UT to Old Field
6 Creek (P) S50 Bank Stabilization 10 -- --
Temp. Fill -- <OA1 (17') --
Perm. Fill 37 -- USACE
� UT to Old Field S52 Bank Stabilization -- -- --
Creek (P)
Tem . Fill -- <0.01 6' --
Perm. Fill 134 -- USACE
UT to Old Field
g Creek (P) S55 Bank Stabilization 10 -- --
Tem Fill -- <0.01 (29' --
Perm. Fill 31 -- USACE
9 UT to Old Field S59 Bank Stabilization -- -- --
Creek (P)
Tem Fill -- <0.01 (28') --
Perm. Fill 14 -- USACE
10 UT to Old Field S62 Bank Stabilization -- -- --
Creek (P)
Tem Fill -- <0.01 (21') --
Perm. Fill 45 -- USACE
UT to Old Field
11 Creek (P) S62 Bank Stabilization 12 -- --
Tem Fill -- <0.01 (23') --
Perm. Fill 78 -- USACE
12 UT to Old Field S62 Bank Stabilization -- -- --
Creek (P)
Tem Fill -- <0.01 20' --
Perm. Fill 270 -- USACE & DWR
13A UT to Old Field S63 Bank Stabilization -- -- --
Creek (P)
Tem Fill -- <OA1 23' --
Perm. Fill 48 -- USACE
13B UT to Old Field S64 Bank Stabilization -- -- --
Creek (P)
Tem Fill -- -- --
Perm. Fill -- -- --
14 UT to Old Field S67 Bank Stabilization 4 -- --
Creek (P)
Tem Fill -- <0.01 10' --
Perm. Fill -- -- --
14B UT to Old Field S68 Bank Stabilization 13 -- --
Creek (P)
Tem Fill -- -- --
Perm. Fill 256 -- USACE & DWR
Old Field Creek
16 �P� S56 Bank Stabilization -- -- --
Tem Fill -- 0.0�4 (84') --
R-2915CIndividual Phased PermitModifzcation Application Page 5 of 11

Table 6 Continued — R-2915C Stream Im acts
Stream Name & Impact Temporary Mitigation
Site Intermittent (I) or Stream Impact Type Length Impacts (acres) Requirement�
Perennial P) t Number (linear feet (feet (linear feet)
Perm. Fill -- -- --
Old Field Creek
17 �� S56 Bank Stabilization -- -- --
Tem Fill -- <0.01 (30') --
Perm. Fill 58 -- USACE
19A UT to Old Field S72 Bank Stabilization -- -- --
Creek (P)
Tem Fill -- -- --
Perm. Fill -- -- --
Old Field Creek
19B �P� S56 Bank Stabilization 18 -- DWR
Temp Fill -- -- --
20 N/A (wetland) -- -- -- -- --
Perm. Fill Per. 170 -- USACE & DWR
21 UT to Old Field S�3 Perm. Fill Inter. 113 -- USACE
Creek (P/� Bank Stabilization -- -- --
Tem Fill -- -- --
Perm. Fill -- -- --
Old Field Creek
22 �P� S56 Bank Stabilization 21 -- DWR
Tem Fill -- -- --
Perm. Fill 163 -- USACE
23 UT to Old Field S75 Bank Stabilization -- -- --
Creek (I)
Tem Fill -- <0.01 (45') --
Perm. Fill -- -- --
Old Field Creek
24 �P� S56 Bank Stabilization 16 -- DWR
Tem Fill -- -- --
Perm. Fill 262 -- USACE & DWR
25A UT to Old Field S77 Bank Stabilization -- -- --
Creek (P)
Tem Fill -- <OA 1 (10' --
Perm. Fill 60 -- USACE
25B UT to Old Field S78 Bank Stabilization -- -- --
Creek (P)
Tem Fill -- <OA1 10' --
Perm. Fill -- -- --
26 UT to Old Field S79 Bank Stabilization 13 -- --
Creek (P)
Tem Fill -- <0.01 12' --
Perm. Fill -- -- --
Old Field Creek
27 �P� S56 Bank Stabilization 17 -- DWR
Tem Fill -- -- --
Perm. Fill -- -- --
Old Field Creek
28 �P� S56 Bank Stabilization 17 -- DWR
Tem Fill -- -- --
29 N/A (wetland) -- -- -- -- --
30 N/A (wetland) -- -- -- -- --
R-2915CIndividual Phased PermitModifzcation Application Page 6 of 11

Table 6 Continued — R-2915C Stream Im acts
Stream Name & Impact Temporary Mitigation
Site Intermittent (I) ar Stream Impact Type Length Impacts (acres) Requirement�
Perennial (P i Number (linear feet) (feet) (linear feet)
Perm. Fill -- -- --
Old Field Creek
31 �P� S56 Bank Stabilization 20 -- DWR
Tem Fill -- -- --
Perm. Fill 30 -- USACE
UT to Old Field
32 Creek (P) 5172 Bank Stabilization 8 -- --
Temp Fill -- <OA1 12' --
Total Tem orary Im acts: -- 0.093 (529') --
Total Perm. Im acts (Perm. Fill + Bank Stabilization): 2,5733 -- --
Permanent Im acts Re uirin DWR Miti ation: 1,549 -- --
Permanent Impacts Requiring USACE Mitigation: 2,339 -- --
Total Impacts Requiring Mitigation: 2,339 -- �
1— SZ and S44 are WS-V; HQW. 547, 548, 550, and S52 are C; Tr, ORW. All other streams are Class C; Tr+ waters.
2— Mitigation for bank stabilization impacts required by DWR — not required by USACE
3— Values are based on rounding
j- — Final mitigation requirement will be up to the USACE and DWR
Permit Site 1: The widening of US 221 will result in 0.14 acre of permanent wetland fill and 0.02 acre
of inechanized clearing in wetland WZ. These impacts will result in a total take of wetland WZ.
Permit Site 2A: The widening of US 221 will result in 0.01 acre of permanent wetland fill and <0.01
acre of inechanized clearing in wetland WY, resulting in a total take of this wetland. In addition, the
flow from stream SZ will be captured in a spring box and routed through a 6" PVC pipe. This will result
in 71 linear feet (1� of permanent stream impacts and <OA1 acre (341� of temporary stream impacts.
Permit Site 2B: The adjacent piping of stream SZ and mechanized clearing/iill in wetland WY will
necessitate 191f of bank stabilization and <0.01 acre (491 fl of temporary impacts to stream 544.
Permit Site 3: There will be <0.01 acre (10 1 fl of temporary stream impacts to stream S44 due to
removal and replacement of spring boxes at the point at which S44 becomes jurisdictional.
Permit Site 4: The existing 48" corrugated metal pipe (CMP) will be extended on both ends with 48"
corrugated steel pipes (CSP) resulting in 210 lf of permanent stream impacts and <0.01 acre (35 1 fl of
temporary impacts to stream 547. There will also be 16 lf of bank stabilization to S47 at the outlet of
this extension.
Permit Site 5: The existing reinforced concrete box culvert (RCBC) will be filled with flowable
material and replaced and extended slightly to the south with a 60" welded steel pipe (WSP) including
60" structural plate pipe (SPP) extensions. This will result in 236 lf of permanent stream impacts and
<0.01 acre (21 l� of temporary stream impacts to 548. In addition, there will be 20 lf of bank
stabilization to S48 at the pipe outlet.
Permit Site 6: The existing 30" CMP will be extended with a 30" reinfarced concrete pipe (RCP)
resulting in 53 lf of permanent stream impacts and <0.01 acre (17 1� of temporary impacts to stream
550. There will also be l O lf bank stabilization to S50 at the outlet of the extension.
R-2915C Individual Phased Permit Modification Application Page 7 of 11

Permit Site 7: Flow from stream S52 will be routed into a 6" ductile iron pipe (DIP) and into a 24"
WSP resulting in 371f of permanent stream impacts and <0.01 acre (61� of temporary impacts to 552.
Permit Site 8: The existing 12" RCP and 24" CMP carrying stream S55 will be replaced and extended
slightly to the south with a 30" RCP, 30" WSP and 30" CSP. This will result in 134 lf of permanent
stream impacts and <0.01 acre (29 1 fl of temporary impacts to 555. There will also be 10 lf of bank
stabilization to S55 at the outlet of the 30" CSP.
Permit Site 9: Flow from stream S59 will be captured in a spring box and carried in a 6" PVC pipe
resulting in 31 lf of permanent stream impacts and <OA 1 acre (281 fl of temporary impacts to S59.
Permit Site 10: The existing pipe carrying stream S62 will be replaced and slightly extended with a
36" RCP resulting in 141f of permanent stream impacts and <0.01 acre (21 1 fl of temporary impacts to
S62.
Permit Site 11: The existing 18" RCP carrying stream S62 will be replaced and extended with a 36"
RCP resulting in 45 lf of permanent stream impacts and <0.01 acre (23 1� of temporary impacts to
562. There will also be 121f of bank stabilization to S62 at the outlet of the new 36" RCP.
Permit Site 12: Flow from stream S62 will be redirected to the west to accommodate the adjacent pipe
extension at permit site 13. This channel change will result in 78 lf of permanent stream impacts and
<0.01 acre (201� of temporary impacts to 562.
Permit Site 13A: The existing RCBC carrying S63 at this location will be filled with flowable material
and replaced and extended with an 84" WSP and 84" SPP extensions. There will also be a slight channel
shift at the upstream end of the 84" SPP to align the existing stream into the pipe. These actions will
result in 270 lf of permanent stream impacts and <0.01 acre (23 1� of temporary stream impacts to
563. Provided no constructability issues arise, there will be sills installed in the new WSP and SPP at
10' intervals and backfilled with native material if site constraints allow.
Permit Site 13B: The channel change at permit site 13A will result in 481f of permanent stream impacts
to a short tributary, stream 564.
Permit Site 14: An adjacent 18" CSP extension will result in 41f of bank stabilization and <0.01 acre
(101� of temporary impacts to stream S67.
Permit Site 14B: The replacement of the adjacent 24" RCP with a 24" WSP will result in 131f of bank
stabilization to stream S68 at the outlet of the new pipe.
Permit Site 16: The existing triple-barrel RCBC will be replaced and extended with a 15'xl l' two-
barrel RCBC. This replacement will result in 2561f of permanent stream impacts and 0.04 acre (841 fl
of temporary impacts to Old Field Creek (S56). The new RCBC will have a 1' sill in the low flow
barrel, a 3' sill in the high flow barrel, and be backfilled with large native material.
Permit Site 17: An existing bridge over Old Field Creek will be removed, resulting in <0.01 acre (30
1� of temporary impacts to Old Field Creek (S56) to rebuild the banks in this location.
Permit Site 19A: Extension of a 48" RCP will result in 58 lf of permanent stream impacts to stream
572.
R-2915C Individual Phased Permit Modification Application Page 8 of 11

Permit Site 19B: There will be 18 lf of bank stabilization to Old Field Creek (S56) to protect the outlet
of the 48" RCP extension from site 19A.
Permit Site 20: The widening of US 221 will result in 0.04 acre of permanent wetland fill and 0.02
acre of inechanized clearing in wetland W33. These impacts will result in a total take of wetland W33.
Permit Site 21: The flow from stream S73 will be routed into a 36" WSP under US 221 and outlet into
a riprap lined channel due to the existing channel location under the proposed roadway. This will result
in 283 lf of permanent stream impacts to S73 (113 If of which is intermittent, 170 lf of which is
perennial). The riprap in the channel relocation will be embedded along the bed.
Permit Site 22: There will be 21 lf of bank stabilization to Old Field Creek (S56) at the outlet of the
riprap lined channel carrying the re-routed flow from 573.
Permit Site 23: Stream S75 will be shifted into a riprap lined channel (with riprap embedded along the
bed) to accommodate the new roadway slopes from the widening of US 221. This will result in 163 lf
of permanent stream impacts and <0.01 acre (45 1 fl of temporary impacts to S75.
Permit Site 24: There will be 161f of bank stabilization to Old Field Creek (S56) at the outlet of a 24"
RCP.
Permit Site 25A: The existing 24" RCP carrying stream S77 will be replaced and extended with a new
24" RCP and 24" WSP. This will result in 2621f of permanent stream impacts and <O.Olacre (lO lfl of
temporary impacts to S77.
Permit Site 25B: Flow from stream S78 will be routed into a small berm ditch and join with stream
S77 before flowing into a new 24" RCP. This will result in 60 lf of permanent stream impacts and <0.01
acre (10 l� of temporary impacts to 578.
Permit Site 26: There will be 13 lf of bank stabilization at the outlet of the existing 24" RCP carrying
stream 579. In addition, the location of the new roadway far US 221 will result in 0.01 acre of permanent
wetland fill to W41 (which is a total take of this wetland).
Permit Site 27: There will be 171f of bank stabilization to Old Field Creek (S56) at the outlet of a new
18" RCP.
Permit Site 28: There will be 171f of bank stabilization to Old Field Creek (S56) at the outlet of a new
base ditch.
Permit Site 29: A portion of linear wetland W48 will be piped with a 30" RCP to accommodate the
new roadway slopes. This will result in <0.01 acre of permanent wetland iill and <0.01 acre of
mechanized clearing in W48.
Permit Site 30: An existing 18" RCP will be replaced with a new 24" RCP, resulting in <0.01 acre of
mechanized clearing in wetland W52 at the pipe outlet.
Permit Site 31: There will be 201f of bank stabilization to Old Field Creek (S56) at the outlet of a new
base ditch.
R-2915C Individual Phased Permit Modification Application Page 9 of 11

Permit Site 32: The existing 24" CMP carrying stream S 172 will be replaced and extended with a 24"
RCP to accommodate the new roadway sloped associated with the realignment of Y4. This will result
in 301f of permanent stream impacts and <0.01 acre (12 1 fl of temporary impacts to S 172. In addition,
there will be 81f of bank stabilization at the outlet of the new RCP.
FEDERALLY PROTECTED SPECIES
As of July 24, 2015, the USFWS lists nine federally protected species for Watauga County and ten
federally protected species for Ashe County. The only change since the 2014 permit application is that
the northern long-eared bat (Myotis septentrionalis) was added to the list for both counties. A memo
was sent to USFWS on March 11, 2016 indicating that NCDOT has satisfied the 4(d) requirements for
this project. No response was received from USFWS within 30 days, therefore Section 7 has been
satisfied for this species.
MITIGATION OPTIONS
The 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 taken during the planning and NEPA
compliance stages; minimization measures were incorporated as part of the project design.
R-2915C Avoidance and Minimization:
NCDOT has avoided impacting many wetlands and streams and reduced impacts to wetlands and
streams to the greatest extent practicable. Wetland impacts have been kept to a minimum by avoiding
ditching and channelization through wetlands. Existing drainage patterns to the wetlands have been
kept to maintain the hydrology feeding the wetlands. In addition to all of the measures listed in the 2014
phased permit application, other specific examples of avoidance and minimization measures include:
�❑ Riprap aprons/pads will be utilized in several locations (see SMP) to reduce velocity and erosion
at pipe outlets.
•❑ Retaining walls were used throughout the project to limit impacts to jurisdictional streams and
wetlands.
• � In R-2915C, SR 1178 (Paul Goodman Road) was realigned to reduce project impacts to Old
Field Creek.
•❑ Preformed scour holes were used at pipe outlets throughout the project (see SMP) to dissipate
energy and promote diffuse flow into jurisdictional areas.
�❑ At jurisdictional stream crossings, bank stabilization was used at the outlets in lieu of standard
rip-rap pads where practical.
• � Pipe slopes were minimized at outlets to reduce flow velocities into streams.
�❑ Floodplain benches were utilizes at culvert sites to maintain continuity of the stream through
the crossing.
Compensation:
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
practicable as described above. Tables 5 and 6 summarize the wetland and stream impacts for Section
C of this project. Section C will permanently impact 0.27 acre of wetlands, 2,573 linear feet of streams
(2,339 linear feet of permanent iill and 234 linear feet of bank stabilization), and temporarily impact
0.09 acre of streams.
R-2915C Individual Phased Permit Modification Application Page 10 of 11

At this time, DMS will provide compensatory mitigation for Sections A, B, C, and D impacts. Table 7
summarizes the total mitigation needs as 2.59 acre of wetlands impacts and 6,618 linear feet of stream
impacts. Compensatory mitigation for Section E will be provided accordingly during the subsequent
permit modiiication. This modification will occur when fnal design on the remaining Section has been
completed.
Table 7— Summarv of M
Section
R-291 SA
R-2915B
R-2915C
R-2915D
Design Stage
Final
Final
Final
Final
Total
:equested from DMS
Wetland Impacts Requiring
Mitigation (ac)
0.57
0.43
0.27
1.32
2.59
REGULATORY APPROVALS
Stream Impacts Requiring
1,119
533
2,339
2,627
5.618
Section 404: Application is hereby made for a modification to the USACE Individual 404 Permit as
required for the above-described activities.
Section 401: We are hereby requesting a modification to the 401 Water Quality Certification from the
N. C. Division of Water Resources.
A copy of this application and distribution ]ist will also be posted on the NCDOT website at:
http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional
information, please contact Erin Cheely at [e-mail] or [phone].
Sincerely,
,..��, V�1
Philip S. Ha ris III, P.E., C.P.M.
Natural Environtnent Section Head
cc:
NCDOT Permit Application Standard Distribution List
R-291 SC Individual Phased Permit Modification Application Page 11 of 11

Mitigation Services
ENVIRONMENTAL OUALITY
PA7 MCCRORY
Gavernvr
DONEILD R. VAN DER �%AART
s`ecrera,-�
July 27, 2016
Mr. Philip S. Harris, P.E., CPM
Project Development and Environtnental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
Subject: EEP Mitigation Acceptance Letter:
R-2915C, US 221 Widening from North of the South Fork New River to South of NC
194, Ashe County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory stream and riparian wetland mitigation for the subject project. Based on the information supplied by
you on July 26, 2016, the impacts are located in CU 05050001 of the New River basin in the Northern Mountains
(NM) Eco-Region, and are as follows:
New Stream Wetlands Buffer (Sq. Ft.)
05050001 Non- Coastal
� Cold Cool Warm Riparian �Parian Marsh Zone 1 Zone 2
Impacts 2,339.0 0 0 0.27 0 0 0 0
(feet/acres)
This mitigation acceptance letter replaces the mitigation acceptance letter issued on June 18, 2014.
This impact and associated mitigation need were under projected by the NCDOT in the 2016 impact data. DMS will
commit to implement sufficient compensatory stream and riparian wetland mitigation credits to offset the impacts
associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section
F.3.c.iii of 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
EEP.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
Sincerely,
James B.� anfi11
EEP Credit Management Supervisor
cc: Mr. Steve Kichefski, USACE - Asheville Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: R-2915C Revised
State of North Carolina Environmental Quality Mitigation Services
1652 Mail Service Center � 217 W. Jones Street, Suite 3000 � Raleigh, NC 27609-1652
919 ?07 8976 T

Subject: Minutes from CP-4B Hydraulic Design Review Meeting on September 11, 2013
for R-2915C in Ashe County
Team Members:
Andrew Williams - USACE
Mitch Batuzich - FHWA
Amy Euliss - NCDWQ
Marla Chambers - NCWRC
Chris Militscher - EPA
Marella Buncick - USFWS
(present)
(absent)
(present)
(present)
(phone)
(present)
Participants:
Marshall Clawson, NCDOT Hydraulics
Bill Zerman, NCDOT Hydraulics
Tatia White, NCDOT Roadway Design
Katrina Washington, NCDOT Roadway Design
Bruce Klappenbach, NCDOT SMU
Trent Beaver, NCDOT Division 11 (phone)
Jeremy Goodwin, NCDOT REU
Erin Cheely, NCDOT NES
Carla Dagnino, NCDOT NES
John Conforti, NCDOT PDEA
Jamie Byrd, HNTB
Ben Henegar, HNTB
The Project is a portion of US 221 from north of South Fork New River to south of NC 194.
The meeting began at 1:OOpm.
GENERAL NOTES / COMMENTS
HNTB advised that one (1) RCBC crossing was waiting for input from Division 11 as to
whether it would be retained or replaced. The RCBC is located on Sheet 12 and will be
discussed in more detail with the sheet.
HNTB advised that a new "Wet" file was received several days before 4B Plans were due to
be submitted and that the provided 4B Plans showed both jurisdictional streams from the
new Wet File as well as the current FS file.
o HNTB added that to date, an updated "FS" file incorporating recent stream surveys
had not been received from NCDOT.
o HNTB also noted that several JS stream in the new Wet file had not yet been field
surveyed by Location & Surveys.
HNTB advised that all riprap outlet protection for pipes and riprap toe protection for the
project will be Class I.
HNTB advised that actual designs may vary slightly from those on the 4B Plans.
Specifically, junction boxes have been added to some cross pipe extensions to reduce the
slope of the pipe and minimize velocities into the streams.
Page 1 of 6

Sheet 4
Sheet 5
Sheet 6
Sheet 7
Sheet 8
HNTB advised that the Riprap Energy Dissipator Basin call right af -L- Sta. 249+50 was
no longer valid since the adjoining project (R-2915B) had designed a ditch that receives
drainage from the 30" pipe and discharges it directly into South Fork New River.
USFWS questioned the typical section for the outfall since it was not shown on the
plans.
o HNTB advised that the outfall was a 4' base ditch with 2:1 side slopes.
o HNTB added that a portion of the ditch at the pipe outlet was lined with riprap
while the remained was grass lined.
o USFWS expressed some concerns over the type of lining proposed for the outfall
and suggested that it be "vegetated" instead of just being grassed.
There was also a good bit of discussion about where NCDOT fencing would be placed
with respect to the ditch and how livestock will be allowed to pass from one side of the
road to the other.
Roadway stated that the R/W and CA fencing would be outside the ditch limits with the
possible exception of at the bridge where it typically ties to the bridge wing walls.
HNTB advised that to minimize impacts to the JS and property left of -L- Sta. 262+00,
the majority of project water was captured in a closed drainage system and discharged in
the lateral base ditch on Sheet 4.
NES noted that a portion of stream left of -L- Sta. 264+00 that is currently shown as JS is
not jurisdictional.
NES noted that a portion of stream left of -L- Sta. 266+00 that is currently shown as JS is
not jurisdictional.
No comments.
HNTB advised that the stream located at -L- Sta. 299+00+ is classified as an Outstanding
Resource Water (ORW).
o HNTB added that this crossing meets the criteria for a Hazardous Spill Basin but
that site constraints don't allow for its construction.
o HNTB added that the current 48" CMP will be retained, lined and extended if
the pipe is found to be structurally sound by NCDOT.
The Agencies had concerns about slope of the proposed pipe extensions and the perched
condition of the existing 48" CMP.
Sheet 8 (Cont.�
Page 2 of 6

Sheet 9
o NCWRC questioned whether baffles could be added to the pipe.
o HNTB responded that baffles can't be added to a concrete pipe.
o Division was questioned about the use of inetal pipe and advised that it had no
issues with using metal pipes.
o After some more discussion, it was decided that 1.5'+ drops would be added in
the proposed junction boxes and that metal pipe could be used for the extensions
in lieu of concrete pipe. Also, the last pipe sections out of the JB will be at
0.0%.
o It was noted that comments from this discussion shall apply to the entire project.
While not jurisdictional, DWQ expressed concerns with pipes outletting onto steep
slopes such as left of 294+00+.
o HNTB advised that while this is not a preferred condition, it is not unlike the
current conditions on site.
o HNTB added that the outlet pads could be upsized for added protection if
acceptable to Hydraulics.
o Based on follow-up discussions w/ Hydraulics, riprap outlet pads will be
sized in accordance with Std. 876.02.
HNTB advised that the stream located at -L- Sta. 302+50+ is classified as ORW in the
EIS but that since it's not a"blue line" on the USGS Quad Map, it doesn't meet NCDOT
guidelines.
o Some of the Agencies were concerned with this but DWQ acknowledged this as
an agreed upon policy.
HNTB advised that current designs show the existing 1@ 4' x 5' RCBC being extended
with 60" RCP both upstream and downstream.
o NCWRC questioned whether the existing RCBC could be extended as an RCBC
with baffles added.
o HNTB advised that it would review and discuss this item with Hydraulics.
USFWS will investigate the stream for trout habitat and advise.
o This will determine whether the existing RCBC is extended as a RCBC w/baffles
or with pipes.
Sheet 10
HNTB advised that the existing inlet right of -L- Sta. 317+50+ is approximately 50' deep
and has flowing water into it from an undetermined offsite location.
o HNTB added that the inlet will be retained and adjusted for proposed
conditions.
o HNTB advise that the existing pipe with be "TV'ed" in the coming weeks to
determine if it can be retained.
The Agencies expressed concerns over how erosion control (i.e. dewatering) will be
handled in a situation like this.
o REU responded that it will likely be handled with impervious dikes and pumps.
Page 3 of 6

Sheet 11
No comments.
Sheet 12
HNTB advised that the JS left of -L- Sta. 349+00+ was not field surveyed but field
surveys have been requested.
HNTB advised that the existing RCBC located at -L- Sta. 351+50+ is bottomless and
will be inspected by Bridge Maintenance to deternune whether it can be retained.
o HNTB added that their field investigations revealed several wall cracks and
undermined footings at several locations.
o Should replacement required, it will create a significant traffic control issue
since the RCBC is in a 45' deep cut.
Sheet 13
No comments.
Sheet 14
HNTB advised that the existing bottomless 3@ 9'x 9' RCBC is proposed to be replaced
with a"standard" RCBC of similar size due to Geotech notification that suitable rock for
a bottomless culvert was not present.
o HNTB added that the likely design would have 2 barrels conveying normal flows
with the remaining barrel blocked by sills and floodplain benches.
HNTB advised that Old Field Creek is FEMA Limited Detailed Study stream so an
MOA is required for replacement of the crossing.
The Agencies expressed concerns over the proposed structure given that 2A committed
to a bottomless structure.
NCWRC questioned whether a bridge could be constructed at this location.
o Hydraulics advised that a SMU had looked at a bridge that too many physical
site constraints exist at this location.
o Roadway Design added that the current -Y8- &-Y9- designs take into account
accessibility and constructability issues on the -L- Line.
NCWRC also questioned what was being proposed at this location to reduce past
flooding instances as evidenced from Public Hearing Comments.
o HNTB advised that resident interviews did not indicate any significant flooding
problems in the area.
USFWS questioned whether the RCBC could be shortened by utilizing a retaining wall
on the downstream end.
o Hydraulics advised that a Roadway and Structure dictate where walls can be
placed.
o HNTB added that stream alignment on the downstream side would be a concern
if a retaining wall were constructed.
Page 4 of 6

Sheet 14 Cont.�
HNTB will clearly document any deviation from CP2A.
o HNTB added that a majority of the existing roadway embankment would be
removed to natural ground or sloped back at 3:1.
HNTB advised that a JS which currently runs parallel to -L- in the roadside ditch will be
taken across -L- on Sheet 15 and ditched down to Old Field Creek.
HNTB advised that the proposed PSH right of -L- Sta. 379+15+ does not impact the
existing wetland.
Sheet 15
The NC DWQ questioned whether "bank stabilization" would be placed at the new ditch
intersection with Old Field Creek.
o HNTB advised that designs have not been completed for this sheet but that bank
stabilization would likely be required.
Sheet 16
HNTB will investigate/revisit slope/stake limits right of -L- Sta. 395+00+.
HNTB advised that S77 & S78 were recently added jurisdictional streams.
Sheet 17
HNTB will revisit the outlet right of -L- Sta. 413+50+ to insure the existing wetland is
not impacted and that the pipe outlet velocity is less than 2Afps if possible.
Sheet 17A
No comments.
Sheet 18
No comments.
Sheet 19
HNTB advised that several "linear wetland" impacts are present on this sheet.
NES noted that an existing stream left of -L- Sta. 445+00+ that does not show on the
plans.
o NES added that the extensive "cuY' in this area may impact the stream.
o NES to investigate and advise.
Page 5 of 6

Sheet 20
HNTB advised that the existing indeternunate drainage system at the -L- Line /-Y15-
intersection will be replaced in its entirety.
o The Agencies noted that system should be treated as a live stream during
construction.
Sheet 21
The Agencies requested that the pipe outlet right of -L- Sta. 462+20 be angled so that it
does no intersect the receiving lateral ditch at 90°.
Sheet 22
HNTB advised that a pipe from offsite enters the R/W conveying flowing water left of
-Y4- Sta. 16+50+.
o HNTB added that the source of the water could not be deternuned from their
field investigations.
o NES advised that it will revisit this area.
Sheet 23
No comments.
Sheet 24
HNTB advised that it will work with Roadway Design to eliminate impacts to the
existing pond left of—Y11- Sta. 11+50+.
Closing Statements
NCWRC questioned the "purpose and need" for this project adding the new typical
section is not needed in this area given current traffic needs.
NCWRC questioned the validity of the traffic numbers for the project.
Division 11 commented that this route is heavily traveled by commuters.
Division 11 added that the public supports this project.
After additional discussion on this matter, all agreed that the appropriate people needed
for a discussion on purpose and need were not present.
The meeting adjourned at 3:OOpm.
Page 6 of 6

Subject: Final Minutes from CP-4C Hydraulic Design Review Meeting on June 10, 2015 for R-
2915C in Ashe County. These minutes also include follow-up conversations on
several issues since the CP-4C Meeting.
Team Members:
Andrew Williams - USACE
Steve Kichefski - USACE
Mitch Batuzich - FHWA
David Wanucha - NCDWR
Marla Chambers - NCWRC
Cynthia Vanderwiel - EPA
Marella Buncick - USFWS
(present)
(present)
(present)
(present)
(present)
(phone)
(present)
Participants:
Bill Zerman, NCDOT Hydraulics
Tatia White, NCDOT Roadway Design Unit
Doug Calhoun, NCDOT SMLT
Trent Beaver, NCDOT Division 11 (phone)
Mark Staley, NCDOT REU
Erin Cheely, NCDOT NES
Jamie Byrd, HNTB
Ben Carroll, HNTB
The Project is a portion of US 221 from north of South Fork New River to south of NC 194.
The meeting began at 9:30 am.
GENERAL NOTES / COMMENTS
• HNTB advised that the sheet numbers referenced in the 4B Minutes were no longer correct.
This is due to the removal of the original Sheet 4 from the plans.
• HNTB advised that Sheet 20 would be permitted under the R-2915D project.
• HNTB stated that detail sheet 2-E, which contains the details for sheet 13 was previously
omitted from the permit drawings. HNTB provided copies of sheet 2-E to all in attendance.
• NCDOT NES stated that the permit drawings title sheet needs to be revised to read Old Field
Creek not Old Fields Creek.
• USACE advised that the presence of the Northern Long-Eared Bat was still being determined
in the project area. If a presence is found, construction restrictions will be imposed during
the maternity season.
• USACE stated that all constructability impacts need to be shown and accounted for on the
permit drawings.
� USACE stated that the proposed impacts for this project have increased from the preliminary
permit drawings. NCDOT NES stated that this was caused by the addition of several
jurisdictional features to the project since the preliminary permit drawings were prepared.
USACE requested thorough explanation be included in the final permit package.
• A follow-up 4C meeting, to discuss outstanding issues, was tentatively scheduled for August
2015.
o The follow-up CP-4C Meeting is scheduled for 8/12/1 S.
Page 1 of 7

Sheet 4 (Site 1Z
Site 1:
• NES advised that the jurisdictional stream shown at Site 1 in the 4B plans is no longer
considered jurisdictional.
• NCDOT Hydraulics requested that mechanized clearing in wetlands be extended to the
Right of Way.
• NES stated that Site 1 is considered a"total take". NES advised HNTB to note any "total
take" on permit drawings and the impact summary sheet. It was decided that additional
impacts associated with a"total take" would not be hatched but would be counted as
permanent fill in wetlands.
� USFWS questioned the note "Stream has been replaced w/ 24" HDPE". HNTB stated
that approximately 100ft of the existing stream had been piped and filled by the property
owner. It was decided that this area was not relevant to the proposed project.
Sheet 5 Site 2A, Site 2B, & Site 3�
Site 2A:
• NCDOT NES stated that the jurisdictional stream under the proposed fill originates at an
existing spring. NCDOT Hydraulics advised that a spring box should be added to the
designs.
• NCDOT NES advised that this site is a"total take".
Site 2B:
• NCDOT Hydraulics stated that temporary stream impacts should be extended to the C/A
line.
• NCDWR questioned why the permanent stream impacts quantiiied for Site 2 were more
than the detailed pipe outlet channel. HNTB stated that additional impacts were added
for the approaching stream.
Site 3: No Comments.
Sheet 7& 8(Site 4& Site SZ
Site 4: No Comments.
Page 2 of 7

Site 5:
• HNTB stated that 1.Sft drops had been designed in the proposed junction boxes as agreed
to at the September 11, 2013, 4B Meeting.
• USFWS and NCWRC expressed concerns that the 1.Sft drops and high velocities could
eliminate fish passage.
o USFWS stated that they will determine if fish passage is present in the existing
stream/culvert and advise.
o If fish passage is found to exist in the current conditions, USFWS stated that they
will determine if there is a precedent of fish passage through culverts of similar
slope and length.
o All agreed if existing passage and precedent for future passage is found, designs
will be revisited during the follow-up 4C meeting in August 2015. If fish
passage is not observed and no precedent is found, the current designs will not be
revised.
o Division inspected the existing 1@ S' x 4' RCBC and advised that it should be
replaced.
o The following comments were received from NCWRC via e-mail on 7/16/1 S:
o Fish passage is no longer a concern for this stream.
o The stream is ORW so we need to make sure that pipe outlet velocities
are non-erosive and that the stream is stable at the pipe inlet and outlet.
Sheet 9(Site 6& Site 7Z
Site 6: No Comments.
Site 7:
• NES advised that the jurisdictional stream should be extended to the outlet of the existing
24" RCP in the FS file. HNTB stated that additional stream impacts will be quantified
upon receipt of the updated FS file.
• An updated FS file was provided to HNTB on 7/28/1 S that showing the extension of 552.
Sheet 10 (Site 8& Site 9Z
Site 8: No Comments.
Site 9:
• USACE requested a blow-up of the proposed impacts be provided.
Page 3 of 7

Sheet 11 (Site 10, Site 11, Site 12, Site 13A, & Site 13BZ
Site 10: No Comments.
Site 11: No Comments.
Site 12: No Comments.
Site 13A:
• HNTB advised that the existing RCBC has been deemed structurally deficient and could
not be maintained in the proposed condition.
• USFWS and NCWRC expressed concerns over fish passage, stream stability, and
construction impacts.
o NCDOT Division 11 stated that construction will begin soon for a similar
crossing on R-2237C. However, the current project schedule does not allow time
for the success of the R-2237C crossing to be evaluated.
o Based on R-2237C NCDOT Division 11 estimated the costs of the trenchless
construction 84" WSP would be $1,400 /ft. with an estimated progression of 5-
10 ft./ day.
o Several alternatives were discussed including revising this crossing to a bridge,
rehabilitating and extending the existing culvert, and using a larger pipe and
constructing a low flow channel inside the pipe.
o HNTB and NCDOT Hydraulics will discuss potential alternatives for discussion
at the follow-up 4C meeting.
o Per discussions with Hydraulics, both the Welded Steel Pipe (W5P) and
Structural Plate Pipe (SPP) sections will have 1' high baffles added.
The baffles for the WSP will be added after the pipe is installed through
the existing roadway embankment.
Site 13B: No Comments.
Sheet 12 Site 14 & Site 14B�
Site 14: No Comments.
Site 14B:
• NES stated that this site should be added as a result of revisions to the FS file.
Sheet 13 (Site 15, Site 16, Site 17, Site 18, Site 19, Site 20, & Site 21�
Site 15: No Comments.
Page 4 of 7

Site 16:
• NCDOT Hydraulics requested that temporary stream impacts be extended to the C/A line.
• NCDOT Roadway Design stated that Division has requested existing -Y8- (Ira Jordan
Rd.) be retained as is, which would require a culvert realignment. HNTB and NCDOT
Hydraulics will discuss design alternatives and coordinate with the RDU.
• USFWS requested that the culvert be designed to contain low flows in one barrel not two
as in the current designs and existing conditions.
o NCDOT SMU advised that a span of 14 — 15ft is the maximum span allowed by
their current standards.
o HNTB advised that the existing channel is approximately 20ft wide at the inlet
and outlet of the proposed culvert.
o HNTB, NCDOT Hydraulics, and NCDOT SMU will review available
alternatives.
o SMU advised that the maximum span for the RCBC is I S'.
o Preliminary hydraulic models for a 2@ IS' x 11' RCBC indicate that
the crossing would meet FEMA MOA guidelines.
o NCWRC, USFWS and NCDWR have advised that the revised RCBC size
and alignment are acceptable.
Site 17:
• NCDOT Hydraulics requested that a label for Stream Rebuild Detail AK be added to the
permit drawings.
Site: 18:
• NCDOT NES requested this site be split into Site 18A & 18B to separate the impacts to
S71 and 570.
• NCDOT NES advised that a small portion of S70 exists on the north side of Y9 that
should be hatched with permanent impact and accounted for in the impact summary.
• USFWS expressed stability concerns about the proposed 90° intersections between the
30" and 18" cross pipes.
o HNTB advised that the 30" RCP outlets into a Class `P Riprap lined channel and
the 18" RCP outlets onto a Class `I' Riprap pad so stability should not be a
concern.
Site 19:
• NCDOT NEU advised that Site 19 should be split into "a" &"b" to separate out bank
stabilization to Old Fields Creek (S56) from the 48" RCP in S72.
Site 20:
• NCDOT NES advised that this site is a"total take".
Site 21: No Comments.
Page 5 of 7

Sheet 14 (Site 22�
Site 22:
• USACE requested a blow-up of the proposed impacts be added to the permit drawings for
clarity.
Sheet 15 (Site 23, Site 24, Site 25A, & Site 25BZ
Site 23:
• NCDOT NES stated that this stream is classiiied as intermittent.
Site 24: No Comments.
Site 25A: No Comments.
Site 25B:
• USFWS expressed concerns about the stability of the berm ditch proposed to tie Site 25B
to Site 25A.
o NCDOT NES and HNTB stated that the stream flow is minimal and that the berm
ditch should function effectively.
Sheet 16 (Site 26 & Site 27Z
Site 26:
• NCDOT NES advised that the wetland at this site is a"total take".
Site 27: No Comments.
Sheet 17 (Site 28Z
Site 28: No Comments.
Sheet 18 (Site 29 & Site 30Z
Site 29:
• NCDOT Hydraulics requested that temporary fill in wetland impacts be added to the C/A
line.
o After some discussion it was decided that the impacts would remain as currently
shown.
Page 6 of 7

Site 30:
NCDOT Hydraulics requested that mechanized clearing limits be limited to lOft beyond
construction and the remaining impacts be revised to temporary fill in wetlands.
o After some discussion it was decided that the mechanized clearing impacts would
be reduced to l Oft and no other impacts would be shown.
Sheet 19 (Site 31�
Site 31: No Comments.
Sheet 21 (Site 32Z
Site 32: No Comments.
Closing Statements
All parties agreed that a follow-up meeting was needed for further discussion of design
alternatives. The follow-up 4C was tentatively scheduled for August 2015.
The meeting adjourned at 12:OOpm.
Page 7 of 7

Subject: Final Minutes from CP-4C "Revisited" Hydraulic Design / Permit Drawing Review
Meeting on August 12, 2015 for R-2915C in Ashe County.
Team Members:
Steve Kichefski - USACE
Mitch Batuzich - FHWA
David Wanucha - NCDWR
Marla Chambers - NCWRC
Cynthia Vanderwiel - EPA
Marella Buncick - USFWS
(present)
(absent)
(phone)
(present)
(phone)
(present)
Participants:
Bill Zerman, NCDOT Hydraulics
Tatia White, NCDOT Roadway Design Unit
Doug Calhoun, NCDOT SMU
Trent Beaver, NCDOT Division 11 (phone)
Mark Staley, NCDOT REU
Erin Cheely, NCDOT NES
Carla Dagnino, NCDOT NES
Jamie Byrd, HNTB
The purpose of this "Revisited" Meeting for the subject project is to revisit the observed field
conditions and proposed designs at Sites 5, 13A & 16.
The meeting began at 9:00 am.
General Notes / Comments:
• EPA questioned whether NCDOT conducts post-construction site visits to determine the
success of constructed designs.
o Hydraulics advised that designers make every attempt to revisit sites (post-
construction) when they are in the area.
• EPA added that these post-construction visits could be used to validate / document the
success or failure of designs which in turn could be used to update design guidelines.
Site 5:
• NCWRC advised that field investigations indicated there is no fish passage in the stream.
• USFWS reiterated that the stream is ORW so designs need to insure that the stream
remains stable upstream and downstream of the proposed crossing.
• HNTB advised that the proposed crossing will be a comprised of a 1@ 60" Welded Steel
Pipe (WSP) tunneled through the existing roadway embankment and 1@ 60" Structural
Plate Pipe (SPP) sections upstream and downstream of the welded steel pipe.
Site 13A:
• HNTB advised that they encountered fish in the existing RCBC during supplemental
surveys.
• HNTB advised that per discussions with Hydraulics, both the WSP and SPP sections will
have 1' high sills welded added across their bottoms. For the WSP, the sills will be
added after the pipe is installed through the existing roadway embankment.
Page 1 of 2

o There were multiple discussions concerning the proposed sills with respect to
height and spacing.
o The general consensus was that the sills should be placed such that the existing
stream conditions are replaced to the extent possible.
o HNTB will coordinate with Hydraulics to determine the stream design through
the proposed pipes.
o Based on discussion with Hydraulics, sills will be 1.5' in height and
spaced at 10' intervals.
o If site constraints allow, native material will be used to backfill the WSP
& SSP sections.
o In accordance with Agency comments, backfill material will be placed in
a manner to avoid creating a series of "waterfalls".
o There was also discussion with respect to the constructability of sills in the WSP
post placement.
o HNTB advised that it will contact their Tunneling Group for information
with respect to this issue and coordinate with Hydraulics.
• Per discussions with HNTB Tunneling Group, the proposed
construction is feasible but will need to meet all OSHA
regulations.
Site 16:
• HNTB advised that Preliminary hydraulic models for a 2@ 15' x 11' RCBC indicate that
the crossing would meet FEMA MOA guidelines.
• HNTB also advised that the stream widths upstream and downstream of the existing
RCBC crossing are wider than at the crossing and would more closely match the 15'
width.
• NCWRC, USFWS and NCDWR reiterated that the size and alignment of the proposed 2
@ 15' x 11' RCBC with a 1' Sill in the low flow barrel (Lt.) and 3' Sill in the high flow
barrel (Rt.) are acceptable.
• USFWS requested that a note be added to the plans directing that both barrels be
backiilled with larger native material.
o Roadway and Hydraulics acknowledged that such a note will be added to the
Roadway Plans.
The meeting adjourned at 11:OOam.
Page 2 of 2

Hi�;hWay North Carolina Department of Transportation �1
StOCY17W�1teY I
,,,,,..,�.., Highway Stormwater Program �_�
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 34518.1.4 TIP No.: R-2915C County(ies): Ashe Page 1 of 7
General Project Information
WBS Element: 34518.1.4 TIP Number: R-2915C Project Type: Roadwa Widening Date: 5/31/2016
NCDOT Contact: Heath Slaughter Contractor / Designer: HNTB North Carolina, P.C.
Address: g01 Statesville Rd Address: 343 E. Six Forks Road
North Wilkesboro, 28659 Suite 200
Ralei h, NC 27609
Phone: [phone] Phone: [phone]
Email: hslau hter ncdot. ov Email: 'ab [e-mail]
Cit /Town: Fleetwood Count (ies): Ashe
River Basin(s): New CAMA Count ? No
Wetlands within Project Limits? Yes
Pro'ect Descri tion
Pro'ect Len th lin. miles or feet : 3.979 Miles Surroundin Land Use: Residential, Agricultural & Forest
Pro osed Pro'ect Existin Site
Pro'ect Built-U on Area ac. 46.7 ac. 13.0 ac.
Typical Cross Section Description: 4-lane divided roadway with 12' lanes, raised median, paved shoulders and roadside 2-lane roadway with 11' lanes, paved shoulders and roadside ditches
ditches
Annual Avg DailyTraffic (veh/hr/day): Desi n/Future: 21,029 Year: 2037 Existin : 12,743 Year: 2017
General Project Narrative: R-2915C involves the widening on NC 221, from north of South Fork New River to south of NC 194, from 2-lanes to a 4-lane divided facility. The project includes jurisdictional
(Description of Minimization of Water stream crossings, closed system drainage, road side ditches and berm ditches. Retaining walls were used throughout the project to limit impacts to jurisdictional streams and
Quality Impacts) wetlands. SR 1178 (Paul Goodman Rd.) was realigned to reduce project impacts to Old Field Creek.
Preformed scour holes were used at pipes outlets throughout the project to dissipate energy and promote diffuse flow into jurisdictional areas. At jurisdictional stream crossings,
bank stabilization was used at the outlets in lieu of standard rip-rap pads where practical. At these outlets, pipe slopes were minimized to reduce flow velocities into the
streams.
Floodplain benches were utilized at culvert sites to maintain continuity of the stream through the crossings.
Waterbod Information
Surface Water Body (1): South Fork New River NCDWR Stream Index No.: 10-1-(20.5)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V)
Sup iemental Classification: Hi h Quality Waters (HQW)
Other Stream Classification: None
Impairments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: S43 Buffer Rules in Effect: N/A
Project Includes Bridge S anning Water Bod ? No Deck Drains Discharge Over Buffer? N/A Dissi ator 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)

f li�;tl�rt�r,' North Carolina Department of Transportation
�tc)Cll]�YEltrt'Y Highway Stormwater Program .���
STORMWATER MANAGEMENT PLAN "'
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 34518.1.4 TIP No.: R-2915C County(ies): Ashe Page 2 of 7
Additional Waterbod Information
Surface Water Body (2): Old Field Creek NCDWR Stream Index No.: 10-1-22- 0.3
NCDWR Surface Water Classification for Water Body Primar Classification: Class C
Su lemental C�assification: Trout Waters Tr
Other Stream Classification: None
Im airments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: S56 Buffer Rules in Effect: N/A
Pro'ect Includes Bridge S annin Water Body? No Deck Drains Dischar e Over Buffer? N/A Dissi ator 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 Bod (3): UT S.F. New River NCDWR Stream Index No.: 10-1-(20.5)'
NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I V WS-V
Suppiemental Classification: High Quality Waters (HQW
Other Stream Classification: None
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: S44 Buffer Rules in Effect: N/A
Pro'ect Inciudes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Dischar e 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 (4): UT Old Field Creek NCDWR Stream Index No.: 10-1-22-(0.3 `
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Su Iemental Classification: Trout Waters Tr Waters (ORW
Other Stream Ciassification: None
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: S47 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 (5): UT Old Field Creek NCDWR Stream Index No.: 10-1-22- 0.3)'
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Su lemental Classification: Trout Waters Tr Waters ORW
Other Stream Classification: None
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: S48 Buffer Rules in Effect: N/A
Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? 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)

f li�;tl�rt�r,' North Carolina Department of Transportation
�tc)Cll]�YEltrt'Y Highway Stormwater Program .���
STORMWATER MANAGEMENT PLAN "'
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 34518.1.4 TIP No.: R-2915C County(ies): Ashe Page 3 of 7
Additional Waterbod Information
Surface Water Body (6): UT Old Field Creek NCDWR Stream Index No.: 10-1-22- 0.3 `
NCDWR Surface Water Classification for Water Body Primar Classification: Class C
Su lemental Classification: Trout Waters Tr Waters ORW
Other Stream Classification: None
Im airments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: S50 Buffer Rules in Effect: N/A
Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator 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 Bod (7): UT Old Field Creek NCDWR Stream Index No.: 10-1-22-(0.3)'
NCDWR Surface Water Classification for Water Body Primar Classification: Class C
Suppiemental Classification: Trout Waters Tr Waters ORW)
Other Stream Classification: None
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: S52 Buffer Rules in Effect: N/A
Project Includes Brid e S anning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Dischar e 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 (8): UT Old Field Creek NCDWR Stream Index No.: 10-1-22- 0.3)`
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Su Iemental Classification: Trout Waters Tr
Other Stream Ciassification: None
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: S55 Buffer Rules in Effect: N/A
Project Inciudes 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 (9): UT Old Field Creek NCDWR Stream index No.: 10-1-22- 0.3 `
NCDWR Surface Water Classification for Water Body Primar Classification: Class C
Su lemental Classification: Trout Waters Tr
Other Stream Classification: None
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: S62 Buffer Rules in Effect: N/A
Project Inciudes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? 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)

f li�;tl�rt�r,' North Carolina Department of Transportation
�tc)Cll]�YEltrt'Y Highway Stormwater Program .���
STORMWATER MANAGEMENT PLAN "'
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 34518.1.4 TIP No.: R-2915C County(ies): Ashe Page 4 of 7
Additional Waterbod Information
Surface Water Body (10): UT Old Field Creek NCDWR Stream Index No.: 10-1-22- 0.3 '
NCDWR Surface Water Classification for Water Body Primar Classification: Class C
Su lemental C�assification: Trout Waters Tr
Other Stream Classification: None
Im airments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: S63 Buffer Rules in Effect: N/A
Pro'ect Includes Brid e S annin Water Body? No Deck Drains Dischar e Over Buffer? N/A Dissi ator 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 Bod (11): UT Old Field Creek NCDWR Stream Index No.: 10-1-22- 0.3)`
NCDWR Surface Water Classification for Water Body Primar Classification: Class C
Suppiemental Classification: Trout Waters Tr
Other Stream Classification: None
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: S70 Buffer Rules in Effect: N/A
Pro'ect Inciudes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Dischar e 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): UT Old Field Creek NCDWR Stream Index No.: 10-1-22- 0.3)'
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Su Iemental Classification: Trout Waters Tr
Other Stream Ciassification: None
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: S72 Buffer Rules in Effect:
Project Inciudes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
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 (13): UT Old Field Creek NCDWR Stream index No.: 10-1-22- 0.3 `
NCDWR Surface Water Classification for Water Body Primar Classification: Class C
Su lemental Classification: Trout Waters Tr
Other Stream Classification: None
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: S79 Buffer Rules in Effect: N/A
Project Inciudes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? 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)

f li�;tl�rt�r,' North Carolina Department of Transportation
�tc)Cll]�YEltrt'Y Highway Stormwater Program .���
STORMWATER MANAGEMENT PLAN "'
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 34518.1.4 TIP No.: R-2915C County(ies): Ashe Page 5 of 7
Additional Waterbod Information
Surface Water Body (14): UT Old Field Creek NCDWR Stream Index No.: 10-1-22- 0.3 `
NCDWR Surface Water Classification for Water Body Primar Classification: Class C
Su lemental C�assification: Trout Waters Tr
Other Stream Classification: None
Im airments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: S67 Buffer Rules in Effect: N/A
Pro'ect Inciudes Brid e S annin Water Body? No Deck Drains Dischar e Over Buffer? N/A Dissi ator 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 Bod (15): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primar Classification:
Suppiemental Classification:
Other Stream Classification:
Im airments:
A uatic T&E S ecies? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Pro'ect Inciudes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? Dissi ator Pads Provided in Buffer?
Deck Drains Dischar e 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 (16): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Su Iemental Classification:
Other Stream Ciassification:
Im airments:
A uatic T&E S ecies? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Inciudes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
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 (17): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primar Classification:
Su lemental Classification:
Other Stream Classification:
Im airments:
A uatic T&E S ecies? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Inciudes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? Dissi ator Pads Provided in Buffer?
Deck Drains Dischar e Over Water Bod ? (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)

I II�;}l�v�i�' North Carolina Department of Transportation ' �
:�i[i!'117�Y�]tf 1" (
�' l
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-2915C County ies): Ashe Pa e 6 of 7
Preformed Scour Holes and Energy Dissipators
Station & Coordinates Drainage Pipe/Structure BMP
Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Pro'ects) Water Bod Ty e Ri ra T e (ac) Structure (in) (cfs) (fps) Buffer Rules?
5 -L- 266+07 LT (3)UT S.F. Riprap Apron / Pad Class I 10.4 Pipe 30 18.2 7.7 N/A
36.29940 / 81.49836 New River
� -L- 298+23 LT (4)UT Old Riprap Apron / Pad Class I 42.3 Pipe 48 27.0 6.4 N/A
36.30521 / 81.50617 Field Creek
� -L- 302+05 LT (5)UT Old Riprap Apron / Pad Class I 81.5 Pipe 60 48.0 8.4 N/A
36.30601 / 81.50654 Field Creek
9 -L- 317+58 LT (6)UT Old Riprap Apron / Pad Class I 19.4 Pipe 30 23.1 14.7 N/A
36.30961 / 81.50935 Field Creek
10 -L- 333+45 LT (8)UT Old Riprap Apron / Pad Class I 15.9 Pipe 30 15.0 8.2 N/A
36.31338 / 81.51245 Field Creek
11 -L- 348+76 LT (9)UT Old Riprap Apron / Pad Class I 22.9 Pipe 36 18.9 7.6 N/A
36.31723 / 81.51390 Field Creek
11 -L- 352+50 LT (10)UT Old PSH Class'B' 1.8 Pipe 18 5.9 1.7 N/A
36.31814 / 81.51465 Field Creek
12 -L- 358+72 LT (14)UT Old Riprap Apron / Pad Class I 1.7 Pipe 18 3.7 10.4 N/A
36.31948 / 81.51608 Field Creek
13 -L- 371+50 LT (2)Old Field PSH Class'B' 2.7 Pipe 18 7.3 1.8 N/A
36.32288/81.51729 Creek
13 -L- 375+15 LT (2)Old Field PSH Class 'B' 0.8 Pipe 15 3.4 1.4 N/A
36.32383/81.51756 Creek
13 -Y9- 15+18 LT (11)UT Old Riprap Apron / Pad Class I 1.7 Pipe 18 3.7 9.3 N/A
36.32485 / 81.51624 Field Creek
13 -L- 377+37 RT (2)Old Field PSH Class 'B' 0.3 Pipe 15 1.5 3.6 N/A
36.32451 /81.51750 Creek
13 -L- 379+16 RT (2)Old Field PSH Class 'B' 0.2 Pipe 15 0.8 0.9 N/A
36.32491 /81.51768 Creek
14 -L- 382+75 RT (2)Old Field PSH Class 'B' 1.2 Pipe 15 5.4 1.7 N/A
36.32579/81.51848 Creek
14 -L- 391+50 RT (2)Old Field PSH Class'B' 1.5 Pipe 15 4.1 1.5 N/A
36.32772/81.52023 Creek
15 -L- 398+00 RT (2)Old Field PSH Class'B' 0.8 Pipe 15 3.1 1.4 N/A
36.32978/81.52113 Creek
Additional Comments
W here possible Junction Boxes were used to reduce slopes and velocities at pipe outlets. Outlet velocities were unable to be reduced below the desired 4 fps due to the steep terrain located thought out the
project.
' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

I Il�;h�v�i�' North Carolina Department of Transportation r
.-e. ,
:-�ic)Yll7�v%]fE'1" ' �.
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-2915C County(ies): Ashe Pa e 7 of 7
Preformed Scour Holes and Energy Dissipators
Station & Coordinates Drainage Pipe/Structure BMP
Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Pro'ects) Water Bod Ty e Ri ra T e (ac) Structure (in) (cfs) (f s) Buffer Rules?
15 -L- 404+00 RT (2)Old Field PSH Class'B' 0.2 Pipe 15 0.9 0.9 N/A
36.33063/81.52268 Creek
15 -L- 406+00 RT (2)Old Field PSH Class'B' 3.9 Pipe 18 6.9 1.8 N/A
36.33114/81.52336 Creek
16 -L- 410+84 RT (13)UT Old Riprap Apron / Pad Class I 11.8 Pipe 24 18.6 11.4 N/A
36.33138/ 81.52476 Field Creek
1 � -L- 430+50 RT (2)Old Field PSH Class 'B' 0.3 Pipe 15 1.5 1.1 N/A
36.33574/81.52822 Creek
18 -Y4- 16+14 RT (5)UT Old Riprap Apron / Pad Class I 14.7 Pipe 24 11.0 7.6 N/A
36.33574/ 81.52822 Field Creek
Additional Comments
W here possible Junction Boxes were used to reduce slopes and velocities at pipe outlets. Outlet velocities were unable to be reduced below the desired 4 fps due to the steep terrain located thought out the
project.
' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

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THIS IS A AARTIAL CONTROLLED ACCESS PROJECT WITH
ACCESS BEING LIMITED TO POIIVTS SHOWN ON PLANS.
** DESIGN EXCEPTION REQUIRED FOR MAXIMUM GRADE
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ASHE COUI�TY
LOCATI0111: US 221 FROM NORTH OF SOUTH FORK 1VEW RIVER
TO SO UTH OF NC 194.
TYPE OF WORK GRADING, DRAl11lAGE, PAVING, A1VD STRUCTURES
WETLAI�D � STREAM IMPACTS
PREPARED FOR
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, NC
PLANS COORDINATED BY:
Rekha Patel, PE - Roadway Design
Project Engineer (NCDOT)
PERMIT DRAWINGS
SHEET 1 OF 43
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Prepored in tl� Office of: FII'DRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH L O G H N E R :�NTB
ADT 2017 = 12,743 w�a�a ;�q E°
�.�Te s�. FORK6 ROAo, s��,E zoo
50� 25� Q SQ� jQQ� RALEIGH,NC z�yjiUITE 303 N mbQ ���p
ADT 2037 = 21,029 I,ENGTH ROADWAY TIP PROJECT R-2915C= 3.971 Miles �y �� � c�
p 2012 STANDARD SPEClFICAT/ONS �? `�C
PLANS DHV = 9 /o LENGTH STRUCTURES TIP PROJECT R-2915C= 0.008 Miles � o
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D= 60 % TOTAL LENGTH TIP PROJECT R-2915C= 3.979 Miles src.var"uns: P�' � '�
50' 25' 0 50' 100' T- q %* RIGHT OF WAY DATE: Brian Eason, PE � g
V= 60 MPH*� November 21, 2014 reo�scr sxcrxEax ROADWAY DESIGN a�,� a
PROFILE HORIZONTAL ENGINEER
� ) �=(TTST 2%+DUAL 7%) ��p o�'a�
10' S' 0 10' 20' FUNC CLASS = LETTIIVG DATE: Bill Bollman ��""��
RURAL ARTERIAL November 15, 2016 PRo�scr Dss�cx sxc�NEEe
PROFILE (VERTICAL) STATE WIDE TIER PE
S7GNAT[IRE:

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L O C H N E R PROJER R29�5CE NO. SHE� NO.
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� � RALEIGH, NC 27612 NC License ROADWAY DESIGN HYDRAULICS
- �\ Number F-0159
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ASHE COUNTY
PROJECT: R-2915C
US 221 FROM NORTH OF
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DETAIL K
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NC License
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DETAIL L DETAIL M DETAIL F L O C 1-1 N E R PROJECT REFERENCE NO. SHEET NO.
SPECIAI. CUT DITCH SPECIAL LATERAL 'V' DITCH BERM 'V' DITCH R-29/5C J
DETAIL K
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l FROM -L- STA. 346-00 TO STA. 347+50 LT
FROM -L- STA. 345-76 TO STA. 346+33.40 RT FROM -DRW6A- STA. 11+50 TO STA. 12+00 RT TYPe af Liner= PSRM Max. d� 1.0 F. TyPe of L'�ner= Class'I' R�p-Rop
FROM -L- STA.356+08 TO STA. 357+00 RT FROM -DRW6A- STA. 12+00 TO STA. 13+18.10 RT FROM -L- STA. 351 � 00 TO STA. 352 i 00 RT
DETAIL AD DETAIL AI DETAIL AJ
CHANNEL CHANGE CHANNEL CHANGE STANDARD BASE DITCH
( Not to Smle) � Not to Scale� . ( Nor io s�oie�
b NoYurol b No��rol G d/ �� ?�� p .� G�ound
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GEOTEXiIIE - B GEOTESTILE � B
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5/P02'46.1"W sEE oE1ai� a� ��
DDE= 80 CY
CLASS 'I' RIPRAP � --��, .. " 4-0 �CLAS S�'I' RIPRAP > �� CLA55 9' RIPRAP
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EST: 5 SYGF �'� -�- .. �:. EST. 140 SYGF � � EST. B SYGF
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PROJECT REFERENCE NO. SHEET NO.
R-29/5C ll
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ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
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SHEET 1 g OF 43
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BERM 'V' DITCH
f�o��o s�oial
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Min.D� I.0 Ft.
6- 3.0 Ft.
FROM -L- STA. 345-76 TO STA. 346+33.40 RT
FkOM -L- STA_ 356+08 TO STA. 3571-00 RT
DETAIL Q DETAIL L DETAIL R DETAIL 1 ` V `, �••� ry C�
SPECIAL CUT DITCH SPEGIAL GUT DITCH SPECIAL LATERAL'V' DITCH TOE PROTECTION
,�m s�oial iNa�io s�aiei �H ��o xoiei i o,�o s«i�l H. W. LOCHNER, INC.
�I�� o� o � ,,� � 2840 PLAZA PLACE, SUITE 202 NC License
1 b� °` siope N���.�� p.` sio=� o, F�u �F� Qe RALEIGH, NC 27612 Number F-0159
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M�n.o- t.o k d= 2.o Fr. 2y�,� �` RALEIGH NC 27609 Num6erC-1554
Type ofliner= PSRM Mvrcd= 1.0 F. Min.D 1.0 F�. 6= 2.0 Fr. '--Gcatcxtilc �� �966--�
FROM -L- STA.346-00 TO STA.347+50 LT Max.d- 1.0 Ft. '
FROM -0RW6A- STA.11+50 TO STA.12+00 RT TYPe o4Liner= PSRM Type ofliner= Closs'i'Rip-Rap '
FROM -DRW6A- STA. 12+00 TO STA. 13+18.10 RT FROM -L- STA. 351 �� 00 TO STA. 352 i 00 RT `
2g .
DETAIL AD
CHAN�NEL CHANGE
( N t to Scale)
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d� �`� D 1'� i �� J
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DETAIL AI
CHANNEL CHANGE
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b No��rol �
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6= l0A Fr.
' SZ ' DETAIL AJ
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PROJECT REFERENCE NO. SHEET NO.
R-29/5C ll
ILW SHEEf NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWINGS
SHEET 19 �F 43
LEGEND
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
FILL W/
FLOWABLE
MAiERIAL
/ \ BDO
�v
/ _ _ �
/ �
� BERM 'V'DITCH
� SEE DETAII F
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� 96
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SEE SHEET 4/FOR -ORW6A- PROFILE
SEE SHEET 40 FOR -ORW7- PROFILE
SEE SHEET 36 FOR -Y7- PROFILE
SEE SHEET 29 FOR -L- PROFILE

3000
2990
•:�
2970
2960
2950
PROIECT REFERENCE NO. SHEET NO.
�-l���h�
ROADWAY OESIGN HYDRAULICS
ENGINEER ENGINEER
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1"=50' HORIZONTAL �� '_ _ S�TE � 3 T � � ' � �,
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SOUTH FORK NEW RIVER
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- 8/22/14
SHEET 20 OF 43 REV 2/17/16
200 150 100 50 0 50 100 150 200

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DETAIL L DETAIL R DETAIL S
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DETAIL T
CONCRETE DITCH
BEHIND RETAINING WALL
� noi �o s�oie�
RETAINING BOND ry�
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H. W. LOCHNER, INC.
2840 PLAZA PLACE, SUITE 202 NC Licen:
RALEIGH, NC 27612 Number F-Ol•
:�NTB
343 E. SIX PORKS ROAD, SUITE 200 NC Licen�
� � Type o4���e�= rsnm '--- -���- ���-� - FROM -L- STA.362+25 TO STA. 369+10 LT
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REPLACE � �� � \ / U � � - - ., — ---� �
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E%IST. IB' RCP � �---- " PLOWABLE � � — � �' � � ��. � �s � ...
j/ (REPLACE B LF) MATERIAL � _/� �`' �-\ �--�� � � . \� JO�PRFI ANDREW SiAR'VE`
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SEE DETAIL R
� � EST.PSRM 50
46
SANDRA MILLER COX
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SEE DETAIL l
EST. PSRM 25
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DETAIL AS DETAIL AT
PIPE OUTLET CHANNEL PIPE OUTLEf CNANNEt
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BERM BASE DITCH � � �
SEE DETAIL S �
' EST.120 SY PSRM�
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PROJECT REFERENCE NO. SHEET NO.
R-29/5C l2
ILW SHEEf NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWINGS
SHEET 21 OF 43
LEGEND
�DENOTES IMPACTS IN
SURFACE WATER
��<(���'i / DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
SITE 14B
REMOVE 4 LF
OF EXIST.
- 24' RCP
___
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BEGIN SBG STA. � �--�5
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SLAB�LID ~
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SEE SHEET 30 FOR -L- PROFILE

6 L O C H N E R PROJECT REFERENCE NO. SHEET NO.
��, � R-29/5C l2
H. W. LOCHNER, INC.
�� � DETAIL L DETAIL R DETAIL S DETAIL T 2aao PLAZA PLACE, sui7e 202 RhV SHEEf NO.
�i SPECIAL CUT DITCH SPECIAL LATERAL 'V' DITCH BERM BASE DITCH CONCRETE DITCH RALEIGH, NC 27612 NC License ROADWAY DESIGN HYDRAULICS
i �No�w s�ale� �Norro smi�) ���"� s`°�e� r b� � --3p30 30285026 , .�\ BEHIN 'AININ WALL . N mbe F-0159 ENGINEER ENGINEER
D NE G u r
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- 343 E. SIX PORKS ROAD, SUITE 200 NC License
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Type of Liner= PSRM � � _ 3082 --'-
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�i µ .:.�15 - -- --�--._._-. . � 5� . � •. . i _ _ -\ -. .9aa- sy2 �. 49 . � SURFACE WATERTS
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H. W. LOCHNER, INC.
2840 PLAZA PLACE, SUITE 202 NC Licen:
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343 E SIX FORKS ROAD, SUITE 200 NC Licem.
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RALEIGH, NC 27612 Number F-0159 ROADWAY DESIGN HYDRAULICS
:�NTB ENGINEER ENGINEER
343 E. SIX FORKS ROAD, SUITE 200 NC License
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� �� L O C H N E R PROJEC7 REFERENCE NO. SHEET NO.
R-29/5C l9
\ � � 2840 PL�AZA PL,4 ECSUITE 202 WW SHEEf NO.
� Q �� RALEIGH, NC 27612 NC License ROADWAY DESIGN HYDRAULICS
NAD Q� � i Number F-0159 ENGINEER ENGINEER
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-�»- ���. �o �» R� rrc�rn -r4- ain. u+r i� �iA. ii-i� �i I SEE SNEET 36 FOR -Y4- PROFILE

WETLAND PERMIT IMPACT SUMMARY (SHEET 1)
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L- 263+91 - 265+17 (LT) ROAD FILL / 6" PVC 0.14 0.02
2A -L- 265+62 - 266+07 (LT) ROAD FILL 0.01 < 0.01 < 0.01 71 34
2B -L- 265+74 - 266+21 (LT) BANK STABILIZATION < 0.01 < 0.01 19 49
3 -L- 272+17 - 272+34 (LT) DITCH < 0.01 10
4 -L- 298+19 - 299+46 48" CSP 0.02 < 0.01 210 35
BANK STABILIZATION < 0.01 16
5 -L- 302+01 - 303+41 60" SPP & WSP 0.03 < 0.01 236 21
BANK STABILIZATION < 0.01 20
6 -L- 317+47 - 317+61 (LT) 30" RCP < 0.01 < 0.01 53 17
BANK STABILIZATION < 0.01 10
7 -L- 326+84 - 327+09 (RT) ROAD FILL < 0.01 < 0.01 37 6
8 -L- 332+30 - 333+52 30" CSP 0.01 < 0.01 134 29
BANK STABILIZATION < 0.01 10
9 -L- 336+79 - 336+94 (LT) 6" PVC < 0.01 < 0.01 31 28
10 -L- 346+17 - 346+42 (RT) 36" RCP < 0.01 < 0.01 14 21
11 -L- 348+30 - 349+08 (LT) 36" RCP < 0.01 < 0.01 45 23
BANK STABILIZATION < 0.01 12
12 -L- 350+35 - 351+29 (LT) DITCH / ROAD FILL < 0.01 < 0.01 78 20
13A -L- 351+21 - 352+70 84" SPP / WSP 0.04 < 0.01 270 23
13B -L- 352+15 (RT) CHANNEL CHANGE < 0.01 48
14 -L- 358+63 - 358+73 (LT) BANK STABILIZATION < 0.01 < 0.01 4 10
14B -L- 367+73 - 367+79 BANK STABILIZATION < 0.01 13
16 -L- 373+71 - 375+47 2�a 15' x 11' RCBC 0.05 100
16 -L- 372+94 - 375+80 CHANNEL CHANGE 0.06 0.04 156 84
SHEET 1 TOTALS*: 0.16 0.03 0.25 0.08 1587 410 0
*Rounded totals are sum of actual impacts
NOTES:
(1) WETLAND TOTAL TAKES: SITE 1, 2A (2) SITE 15 REMOVED DURING Y8 REDESIGN.
Revised 3/12/13

WETLAND PERMIT IMPACT SUMMARY (SHEET 2)
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
17 -L- 376+62 - 376+92 (RT) BRIDGE REMOVAL / STREAM REBUILD < �.�1 3�
19A -L- 377+95 - 378+10 (RT) 48" RCP < 0.01 58
19B -L- 377+87 - 378+05 (RT) BANK STABILIZATION < 0.01 18
20 -L- 379+29 - 380+60 (RT) ROADWAY FILL 0.04 0.02
21 -L- 379+35 - 382+07 (LT) ROADWAY FILL 0.03 283
22 -L- 381+94 - 382+14 (RT) BANK STABILIZATION < 0.01 21
23 -L- 393+88 - 395+82 (RT) ROADWAY FILL / DITCH 0.01 < 0.01 163 45
24 -L- 401+93 - 402+07 (RT) BANK STABILIZATION < 0.01 16
25A -L- 401+78 - 402+54 (LT) 24" SIDE DRAIN & RCP 0.02 < 0.01 262 10
25B -L- 402+11 - 402+54 (LT) BERM BASE DITCH < 0.01 < 0.01 60 10
26 -L- 410+74 - 411+37 (RT) ROADWAY FILL 0.01
26 -L- 410+66 - 410+87 (RT) BANK STABILIZATION < 0.01 < 0.01 13 12
27 -L- 419+51 - 419+68 (RT) BANK STABILIZATION < 0.01 17
28 -L- 426+42 - 426+59 (RT) BANK STABILIZATION < 0.01 17
29 -L- 437+41 - 438+11 (RT) 30" RCP < 0.01 < 0.01
30 -L- 441+00 - 441+13 (RT) 24" RCP < 0.01
31 -L- 446+23 - 446+44 (RT) BANK STABILIZATION < 0.01 20
32 -Y4- 16+00 -16+17 (RT) 24" RCP < 0.01 < 0.01 30 12
BANK STABILIZATION < 0.01 8
SHEET 1 TOTALS 0.16 0.03 0.25 0.08 1587 410
PROJECT TOTALS'': 0.22 0.05 0.34 0.09 2573 529 0
*Rounded totals are sum of actual impacts
NOTES:
(1) WETLAND TOTAL TAKES: SITE 20, 26 (2) SITE 18 REMOVED DURING Y9 REDESIGN.
Revised 3/12/13

SeP Sheet 9A For Index of Sheets
See Sheet 98 For Conventlonol Symbols
See Sheet 9C-9 - 1C-3 For Survey Control Sheets
�C � If° Q! �1�`' li�° �(�l Tf�' �Y �(1l T�;P �1T" 1�1� ((� a0 l�lf-� ((1l 1( 1T� 1\Y di
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THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH
ACCESS BEING LIMITED TO POINTS SHOWN ON PLANS.
** DESIGN EXCEPTION REQUIRED FOR MAXIMUM GRADE
� PREPARED FO R
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, NC
PLANS COORDINATED BY:
Rekha Patel, PE — Roadway Design
�
Project Engineer (NCDOT)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Pr epared In the Offlce of: HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
LOCHNER }INTB
ADT 2016 = 12,743 E,;����E ���
38L0' PLAZ C PLZ
A GH, N �61 Hc 3d3TE51X FORKS ROn�,SUIiE 200
50' 25' 0 50' 100' �9�9�s�,-��„ ��,�ea _ �ou�p
ADT 2036 = 21,029 LE11(GTH ROADWAY TIP PROJECT R-2915C =3.969 Miles �o� o� � t�q�
K = p % 2072 STANDARD SPECIFICATIONS �v �7 �
PLANS ' LENGTH STRUCTURES TIP PROJECT R-2915C =0.010 Mi1es / �
�
50' 25' 0 50' 100' D= 60 0% * TOTAL LENGTH TIP PROJECT R-2915C =3.979 Miles srcNazvat: PE ' �` g
T— 9 /o RIGHT OF WAY DATE: Brian Eason, PE
V = 60 MPH** November 21, 2014 reoJscr sxcmEsn ROADWAY DESIGN �� �
ENGINEER
PROFILE (HORIZONTAL) *—(TTST 2%+DUAL 7%) ��� ����
��°� v�a�i'�
10' 5' 0 10' 20' FUNC CLASS = LETTIIVG DATE: Bill Bollman �-- �
RURAL ARTERIAL November 15, 2016 PRo�Ecr ossicN Exc�NEsn
PROFILE (VERTICAL) STATEWIDE TIER P�
SIGNAT[7RE:

BOUNDARIES AND PROPERTY.•
State Line ---- -----
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin �
Property Corner �
Property Monument �
Parcel/Sequence Number i23
Existing Fence Line -x x— x
Proposed Woven Wire Fence e
Proposed Chain Link Fence B
Proposed Barbed Wire Fence �
Existing Wetland Boundary - - - -w�a- - - -
Proposed Wetland Boundary w�a
Existing Endangered Animal Boundary EPe
Existing Endangered Plant Boundary EPa
Existing Historic Property Boundary �'"
Known Contamination Area: Soil �'� �
Potential Contamination Area: Soil - � �
Known Contamination Area: Water � '��'�
Potential Contamination Area: Water - �?� �?�
Contaminated Site: Known or Potential �' �
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U/G Tank Cap J
Sign ��
Well °
Small Mine �
Foundation 0
Area Outline � I
Cemetery �
Building �
School 0
Church �
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir -� i
Jurisdictional Stream —,S -
Buffer Zone 1 ez i
BufFer Zone 2 sz z
Flow Arrow E -
Disappearing Stream >— --
Spring c�- �_-�
Wetland �
Proposed Lateral, Tail, Head Ditch �
False Sump �
��' ��I`'� �I� 1�����'I�I ���$C � ]L��r�9 �������1� �� I�[1I�����Y�
CONVENTIONAL PLAN SHEET SYMBOLS
Note.• Not to Scale *S. U.E. = Subsurface Utility Engineering
RAILROADS.•
Standard Gauge �
CSX TRANSPOR7ATlON
RR Signal Milepost M,�EP�, ,s
Switch �
sW,r��
RR Abandoned � � � —
RR Dismantled --------
RIGHT OF Wfl Y.•
Baseline Control Point �
Existing Right of Way Marker �
Existing Right of Way Line -
Proposed Right of Way Line —�—
Proposed Right of Way Line with �
Iron Pin and Cap Marker �'t'
Proposed Right of Way Line with m ^
Concrete or Granite WW Marker �
Proposed Control of Access Line with �
Concrete C/A Marker
Existing Control of Access � �t��}
Proposed Control of Access �
Existing Easement Line - i
Proposed Temporary Construction Easement E
Proposed Temporary Drainage Easement Toe
Proposed Permanent Drainage Easement P�E
Proposed Permanent Drainage /Utility Easement oue
Proposed Permanent Utility Easement Pue
Proposed Temporary Utility Easement ruE
Proposed Aerial Utility Easement nuE
Proposed Permanent Easement with
Iron Pin and Cap Marker ��
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement
Existing Curb -----
Proposed Slope Stakes Cut --- �--
Proposed Slope Stakes Fill --- F--
Proposed Curb Ramp cr� ,
Existing Metal Guardrail ' ' '
Proposed Guardrail � � � T
Existing Cable Guiderail ° ° °
Proposed Cable Guiderail a Il n
Eq�ality Symbol �
Pavement Removal � .yX, �X�
T�EGETfITION.•
Single Tree �
$ingle $hrub �
Hedge � �," .v
Woods Line = � ��-� � �` -�
Orchard
Vineyard
EXISTING STRUCTURES.•
MAJ O R:
Bridge, Tunnel or Box Culvert
eridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS B(S.U.E.*)
U/G Power Line LOS C(S.U.E.*) -
U/G Power Line LOS D(S.U.E.*) -
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
WG Telephone Cable Hand Hole
U/G Telephone Cable LOS B(S.U.E.*) -
U/G Telephone Cable LOS C(S.U.E.*) -
U/G Telephone Cable LOS D(S.U.E.*) -
U/G Telephone Conduit LOS B(S.U.E.*)
U/G Telephone Conduit LOS C(S.U.E.*)
U/G Telephone Conduit LOS D(S.U.E.*)
U/G Fiber Optics Cable LOS B(S.U.E.*)
U/G Fiber Optics Cable LOS C(S.U.E.*)
U/G Fiber Optics Cable LOS D(S.U.E.*)
�� �� �_� �
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coN�
— � coNc ww �
roNc Hw
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HH
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line LOS B(S.U.E*)
U/G Water Line LOS C(S.U.E*)
U/G Water Line LOS D(S.U.E*)
Above Ground Water Line
N:
N Pedestal
TV Tower
U/G N Cable Hand Hole
U/G N Cable LOS B(S.U.E.*)
U/G N Cable LOS C(S.U.E.*)
U/G N Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
GAS:
Gas Valve
Gas Meter
U/G Gas Line LOS B(S.U.E.*)
U/G Gas Line LOS C(S.U.E.*)
U/G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S.U.E.*)
SS Forced Main Line LOS C(S.U.E.*)
SS Forced Main Line LOS D(S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B(S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records -
End of Information
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S UR VEY C01�TROL
-L- STA. 254+36.94
BEGIN STATE PROJECT R-2915C
N= 936014.6526
E= 1263916.4154
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEN DCV'�LOP��� F2� TH[5 PRUJ�CT
IS BASED ON ThiE STATE PLANE CDO,4D[NATiS ESTABLISHCD BY
NCDOT FOR MONUMENT "R2915-15"
WITH NAD 83/CORS STATE PLANE GR]D CO�RD]NATES OF
NORTHING: 954880.7810(ftl EASTING: 125401 2 28701ft)
ELEVATION: 3097.5210(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJ�CT
(GROUND TO GRIDI IS: 0.99991292
THE N.C. LAMBERT GR[D BEAR[NG AND
LOCALIZE� I-IOR]ZONTAL GR�UN� DISTANCE FROM
°R2915-15° TO -L- STAT[ON 254�36.94 IS
S 27°41'53" F 21307.8051
ALL LINEAR �I!�ENSIONS ARE LOCALRED HORRONiAI. �]STANCFS
VERTICAL DATUM USED ]S NAVD 88
�
—Yb— SR
RAILROAD C
PR;�r'����o,.�.�� �
�C
� � ,�N99��,a ���—
SHEET R-2915C
i
� !� °q
RD. .o;E�>`�'�,'�a�,ti�ArE.,� R
� F� as�wo,o N
I ��
w
H�
� Q�
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'1•Qv � ZZ
L,T� �a
'yi �j c9
1��9
0
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NOTE: DRAWING NOT TO SCALE
W����TO�,,,?
� RO
_�— us z2i ; a,
�v�
�ZA
A
PROJECT REFERENCE NO- SMEET NO.
345181.1 1C-1
Location and Survevs
5EpWpRDS R�'END CONSTRUCTION
_ -L- STA. 464 + b0A(
-L- STA. 464+44.02
END STATE PROJECT R-2915C
N= 953769.8389
E= 1254433.1681
NOTES:
L THE SITE CALZBRATION SAOWN IS BASED (IPON A NET490RK TTED TO THE HARN
(H/GH ACCURACS' RF,FEFENCE NF.TWORXI NAD &.Y�CORS ADJGSTMFNT. TNIS CN.IBRATTON
WILL ALLOW TFZE ENU USHR TO WORK WZT[iIN TZZE SAME L:OORDINATE SYSTPnM WIZEN
USINC RTK (RG'AL T1MG KfNGMATLC) G'PS AND A LOCAL BASE STATION.IP ANOZ'11ER
SY5TEM SUCH AS VRS IVIRT[7.'�L REPERENC� STdTZON)Z9 U9ED,ADDITIONAL PI�LD TZES
MAP BG NEEDPD TO REDLICC POS576LE &RRORS,OR ➢IASES.
2. 7'l!E CONT�tOL DATA F'OR T[IfS PROJECT CAN !3L N'OUND ELEC7'80NICALLY 6Y SLLL+CllNO
PROJECT CONTROL DATA AT�
HTTPSOCONNECT.NCDOT. (�O[�/RESOl/RCE.`V/.00ATION/
TNF, FTI.F.S TO /iF. FOUND ARF, AS FOLLOWS:
H2915C LS GPSCALl13.117':11L
R25A6C I.S WCS&4.TXT
ft2915C LS LOCAL.TX7'
R2.9I5C L9 CONTROL.TXT
771L% WOS3� ANU LOCAI: N'fLES A1tL COMMA DELLMII'LU AND CAN UE USEU 1'O XEYIt011UCL'
THE SITF. CA7./RRATION FOR THF F.ND USFR'S GPS F,QUIPMFNT.TF FURTNFR INFORMATION
IS NEC�OGU, PLPnAS& CONTACT TIlG LOL'ATfON AND SOfiVEY5 UNIZ'.
6 ZNDZCATES GEODF,T7C CONT[tOL d20NUMENT5 US&D OR SET FOR NOR('LON7'AL PROJGCI CONZ'ROL
BY THE NCllOT IACAT[ON AND .SURVEYS UN1T.
PFOJF.CT CON1'ItOL E5'lABLLSI�ED USING GLORAL POSITIONTNG SYSTEM.
SF,F, GPS CAL/BRATLON SIiLL'C POR IiOKfZONTAL AND VER�TICA7, COOROINA!'L�' VALOPsS.

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GP5 C�libratinn Report
1-'rdaject : r2915a6e�e
TIP tium6er �_'97 `:{'cicle
C :.er macne ahvarauer
C unrdinatT 5� stem US Srate Pla� 1483
H�'ii189IISdCU71ft1tB �7AI1 k'�8: (Camtsi
� ertic9l Darum
C anidinate l-nirs Li5 slmrti� feet
D1iF1i3CP IS1f5 US sunrv feet
Hei�6t C'usts U5 sw�„eti' fieet
Lr3C.�L SI�FE LtiiQR\1_-�TIO�\
L�xali:ed azound
? it�n;de V :�
L�n?�nide "_ti;�
'� ite Sca[e Faetor '�T �
i�ei^hi V :i
Aase C Time
loar
Geoid Riodcl
S UR VEY C01�TROL SHEET R-2915C
C:�c,id `Iodel De�nitinu�
GC13'_ti C�
s:i> �a a.�t r�� �4�o Resic3u�1 Dif%renccs Bet�r•eeu GP5 (E�'GS��#) And Loca1 C'vos�clinates
Vortfi C'aroLna : _'QQ
G61;ItiC Summaei
3faaimum ctrai° R�or \Iean Square ri°ror Paint
Horizantal U:03?s8 O.D06 �917-ti±,�L'GSS-i
�'ertical U 08Ds8 Q QEa €t_''413-?+ LL'G58�
There-dimeasiomal i�.QSSstt D.DEI CZT41�_?; Lt'G5fi-i
Tlie �orth C aroiiqa Dep�rtmeat af Iranspartariou nscs a L.�;.-,Eixe�l f,�.� ,i6iE.:rr 4z -rrin
n,l�cl� is �°rr�� xiinilar ta tiao th C"arolina I.onr 3=00 from Fchich it is dericed.
.._ �.�::� �.,.. :n �.irilrtv _ �6..�:; . ��f �.fm:is- . -;liic;�ir�ir:.:.,ni'�.s�:� i...:� �;i- r�,.�; �.. �ty:c:
TLi��-: Cile i�. to aid in tlie u�.e oiR�r�l -fime Eunein:jtir iRT1+i C•PS a�ai.iia�„ roii;tr�uc�ion En�oiit.
D.atr�a�� �Tr:�ntfnr�natiou F.�r.3¢rrel�rc
�1;�nai�i T`r�arl�i«i�ii:,rian CO[13�711I�141C]1117DL IYC�L125TZt�l
C�prl:�rer� 17eiault Projerti�u {Transtiers� llercatc+r) De�uitioa
t`l�ciat�ci tietatslr projeetioit nut r�c�tieStecC
Huri�vntal _�c��ustinent P:�ra�eters
��i-thin: coacdiu�re of rot�riun ceuser
E�s�in4 eoai�Qinarr o[ ruratioo reurer
hnc,noa abnut rhe renter point
Trauodarian no�tih
i r:7usiarian �rysr
�ca4e Ln¢tei�
i-et�d��1 ��ijustmens P�a•��neCei�s
�,�edrima coaidinare o1 o�i�n point
£:�;rzu: cnordin�rc o-f ars,�in poiat
'� rrnral sepa��ariuu at origiu
Slr�p� bdt'th
tilnpe c7;4
41'9,:1.i?_3;ft
L'6_'�+1 ±??asft
0'Qt)`04.�
-d 61?$sft
0 �05$s8
1.0+"10P$f16S
91d•S,:C+S89s8
l'?J??'. +�06sR
d.G'�3;ft
?fllSpFm
-: �S:rF•ni
DATUM DESCRIPTION
THE LOCAL]ZED COORUlNA7� SYSIEM DEVELOPED FOR THIS PROJECi
lS BASED ON THE STATE PIANE COOR�INATES ESTABLISHED BY
NCfJOT FOR MONLIMENT °R2915-15°
W1TH NAD 83/CORS SIATF PLANE GRID COORD[NATES OF
NORTHING: 954880.7810(ftl EASTING: 1254012.2870(ftl
ELEVAT!ON: 3097.5210(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON TH]S PROJECT
(GROUND TO GRID1 iS: 0.99991292
THE N.C. LAMBERT GR]D BEAR[NG ANCI
LOCALIZED HORIZONTAL GROUND D[STANCE FROM
°R2915-15" TO -L- SIAT[DN 254+36.94 IS
S 27°41'53° E 21307.8051
ALL LINEAR D[MENSIONS ARE LOCAL]ZED HORIZONiAL D15TANCES
VERTICAL DATUM USED iS NAVD 88
Point Rr�idnals
Ci'G53J Coord'snntrr C akul,�ced paint
F(]R DISPI_�1 47�`L%
Paior 'F�'41;_l 1�'G58�1 \a�thia�
Ladtude ;6`1�6'��.16-599'� Easrinr
Lou�irndr Si`31`'_B.SD;?'"Ll' Eles�aaiaa
Hrighi +J.�:.�y:'��:$ Horseerni-
� e7'[ Pl'COI'
..�IY eiv�or
Pnint c;'u1; _, tllai��d \�a€tlun�
L�rimde ib']k'I�l,S:;�B'^� Easting
Lou;itudr Si`;Q`i�.37?b3"t1' Ele.arimn
Hei�ur �9�1.$29Ss$ Horx error
'� ei� rrivrr
{D eirur
Poi,uut F_'415-; L['GS��S tia�tbin�
L�ritade i6'1�"54 i4661':ti Ea4sing
Lou_itude Sl`30"it}.94�15"Ll' Eletiarimn
Hei�hr �fi;=.591J�8 Horserror
�'en rrro€
;D eirur
Pogat F�91�-� LL'GS&�3 1ortLims
I.ryrito.de ]6°1?'1:.6??i9':ti �astinw
Lo¢gitude 3f`"ip'p4y.g9pq}�p,' Elrtia4ian
I-lei�6f �S?i.1569s$ Harz rerm�r
1 ert errae•
3I5 rrn�be•
T acal C'aowylinates
915+j�.6i94sfY Point PL`915-I I.acal
l�+ij5�� „CaSsfl tiurtLinq 9163Ss.ui4t}sft
;I�A'_.±�3�xB Easrim� 1'»j??,,6t},ft
U.4Q)sB £leiaciun 31S?'S-li�sft
Q.p_'Usfl C'ritized E$orc and'['ert
D.d1''�sfl f]nalin Sun•et' quxlitF.
91�'_�13.?'4�sfl Poia[ f�,�`91�-_'_Loea9
1?j$316 ?4� �sfl tiosrhinq 91>2S+.i''6iisfl
+(3��.5?��st9 Eastim� 1?5$316 71{}Rs�
(�.G4Gsfl fle�ation 3f�35.6+?flsR
U.665s;fl Crilized Eior_ and S'ert
(1.003sfl Quahn Sur;�es qualit}•
419139.7p��sfl Foint B_'915_; Lncafl
l_'b19fiS�.9)$$s{I `tierthin4 J19139'USUs$
�4:�.�lOG�sfl Easn�� 1'S19b4.�3684;8
fi1.610st1 E]rGatio-n =�3? � �16'U;fl
fi�.6CdDsfl C'rilized Hatt and L°en
U.UIOsfl f�uatin Sur,-r} ynatl�!}'
9''0506.�54_'sfl Poar�c F'915� Lecal
1_'6'8+?.4•i88sfl tiarrhin� 934SD4-1530;fl
_'9?6.9814sfl Ea=.nms 1?6_'S;_'.��'•Osfl
O.Q6Ssfl Elecatiou '9�b.�90U;d
fl.�:fl l`tilized Horz �ad S"ert
U.t11'_s8 �Quatin 5urt'er 4uafity
PROJECT REFERENCE NO.
3451 B.1.7
Location an
II.nn��itu�t �.`_'>>i'_EC3t5'tl: Elei�rian +i"-F•,:r;fl Ea;rin� 1':i:=-'.i:�S Jssi
I-Fei�kf _'�7:-1.f)-1G�sF3 FEurx errnr 4.1,'1�521 Eleiatiou 3R=?.6.�i%:$
1 en error {� Ui3sA L`ritized Horz and �.'err
;�A ennr fl D14sfl QaatiR Srutieti quakr^:
Fosnt IZ'9li_I �L'{"i5$S \oithing 4±�;U1.51ifisfl Foina R'915-,' Lusal
Laarude ifi'i + j9.1S96i"I� fa�rin� 1_'6:?$+ :3±$�f1 tioi-rLin: 931301 �� � �st1
Lau�itude $i`?9'S9 618??"LL' Eieratmoa _'8?U.d?dlsfl Easrin+� 1?b3?&3.�.;?�;ft
HeigLr ??6i.U?."�Ssfl Horierrur O.fll�sfl Eledatian 25?O�11-::::t'
��er[ e¢�tv�� 0.f707sfl C ribzed Harz and �.'en
3Dri�n� �.U13sfl Qll:AbR' Sill";rtr�i.l3�,7r
Pofnr T�'915-8 S['G58�1 tioithiu: 4i5Gr'_�Slfssil Paina �91:�-8_L.ca:
Ladrude �b'Ei'�_'.9'S4t�'"Iti Ea;tinr 1_'4�3G:3.533?sfl �oefEting a=`c„.`�:;:r�
Lau�tude SF`_'4'�3�1�i9"1i' Ele�atiaa ?S7_'.:1�'_sfl Easrin� 1'6�1a== -'il,i;rt
F3ei4Lt ?'6&.9bS5s8 Harxe��zor 4.Oi'sfl Eleearion 2$+"':�li>tT
1 err earvr 0.{11�1sfl C ritixrd EEor� anii'.'en
�i3 rn'ar O.f1185P1 fju:�hn `_;iu-:e+ 7uaht•:
Painr '�'91i-9 [L'G58-1 1otth�_ 9�sj6il.t8a3sa1 Fuint I�915-$ Lacai
Latitndr 36'13'ZI.��-1i'�+� E:isrinD 1_'SUt49.61�5s9 �ox•thins +]d�7t��i1.:S�:>8
Lo�� tude 8i r43? �&A3X"��,' Ele}'atian "�9i.9:{1$sfl Easti.n, 17401�9 61 �'U,t�
firigl�r ?'90.$931s8 fEorierror 0.6itisfl Ele�ltion _'$93.9t760sR
1-rrt rervr O.U?5sfl L ii}iaed Horz a�1 �'ert
3D rnror O.D�9sfl Cjuabn Swses aual�r�
Paiu[ IZ415-10 �L�GSSJ `�nithin; 9�11'_?3.di�93fl Pnint R'915-10 I.aca1
Ladrude 36'18'37.'_�L33�'T� Easdn� 1_'6U6'S.'_99Ssfl �or�a= 9�l"'23�;i:;ji�
Lau�tude 81°3Q`i�1:"r64"1i,' Eletiation _'49'.3?�6sfl Eastina 1��i0b�3.sUSfisft
Hei�ht -859.$�0?sfl Horxerlor d.{�l,'sfl Elex:ation ?9'�_.S��Osft
�'rrt eri�o-r 4.01$sfl ['ri�ized Hvn u,•i L'en
+I} e�iar (�.P'_isfl 4uatin Siu;e� cuah:.•.
Point 1Z'91j.11_'sL�fi553 ?�oi7hing 436i7{._'9'�si1 Yuin� N.2'I15-11_iaeal
Ladrude i6'i7'_'fi.b313;"I` E�srin� 1'_is?39.a-1'lsfl \orthiu� 4d6»'ti :_ l::;t�
Los�eirude SF`±1`0131�-18"ll' £le}ataan _'461 ib0?sfl fastin: 1=SS5:?91} t:-�1
i3ei�l�r ?fiiS.??61;fl Rorx errot �.G?1=fl Elev �tion '9b1.`_'3:,si'
�'ers erro�' O.U>?st1 C'tibzed EEorz uxi �.'er�
;D n9rr O.Ds'9s€i Quatin� Sean•e�' qu�lct°,
Pmint R_'913-1'_ 1['('i55� tiorrhm: 9370-1_'.5>'�stl Poim F._'91�-1? Lora1
Larirude ±6°i9"Sa.1;13;"tti F�;rin� i_'i81;;.1$73si1 tios•tfiing 9�Si0a? �il:r•rl
Loagitude Sl"sl'06��?18"A' Ele�atsun '9'6.4?19sfl Eacrin� 12551?31'i.;:isd
Iiri�l�t jS��;fi'99s8 Hor:e�ror 0.�1',fl Eleaation _'9;ti�•S^sB
1�ert eem: �.4'bss9 L riEired Hoiz amd ':'�*r
;D ninr b.D?istl Quadn- Siucei'pioal�:�:
Poinr F'91i-5 LL'Ci55� �mthin� 4'`5+'.ill6sfl Pnint T�'91]-< Loca9 Paint H._'Q1?_�i il'GSS�7 laithia�
L�rirude 36'1�'_'',� ?1":ti E�4nn, 1,6„_5„fl0�s8 tiarthin_ 9'`:�;'_ ��fii};ft Larirudr 36'?0'1&.639?�"It ilsdng
Loueimdr 8t`3Cr'49.�9�'1'"A' Elcsaciaa ,4{1,,,,4sfl Essaine 1'_fi-'�S'?41(}s4 Loge1[ude SI`=1��5'c��3"R" £le�'atioa
Hrie�r ''?'�5.?-1�73�8 Horz error U.OI`_sA Ele�ation �9�� `_'-�_$ Hei�lar ?934.?o?Osfl Ii�ri error
;€o•r erraa 6.QOS;B l-tibxed Hnrz and �'ert 1-rn esroa
iD eiv�cr O.�I1�sE fju:adt� Sur:e�' pualrt�^ ;D enror
Pawt :'ul: _ it:[:Sc-1 `urtLin�
La�itude �.:"�BC'-i_�.- -::1'^_; Ea,tia:•
J_'45i1.�34Fs0 Paint 1L.'915-6 I.kcas Faiut
9'6: ,_'.0 �:5sfl `tiarthin� 9'9��•t t''n;� Lhrirvdr
NOTE: DRAWING NOT TO SCALE
R'91i-13_iL'GSS� '�:onhinF
f����']'_':.-'„t"\ �a>tis�.
9?F569.:+1'l�fl Puin� R_'915.1, Lacal
1_'�-15'6.�i8ilDsfl \Oa'[tun, 4515b9.�i !.::fl
30�'.?1'Ssfl Eassrns 1'3dS?5.�6 r>8
0.01?sfl Elesatioa �05_'.".S�s�
ft.flD6;fl L-ritired Harzaad',�e:�
041bs11 Quabn Seuae, ��uale,:
9i�36D.:i}fiisfl Puint R'_915-1� Lacal
j.�7��'�5.�9�-i5{� �OFitllLa v �l'jpf�. 1�5-::Li
SHEET NO.
1C-2
NOTFS:
L TLlE S1TE CALfU(tATfON Sf10WN !S' UASGU �YON el N�CWORX LfED 'f0 Tllli lfet(tN
/HI�X ACCURACY RCFF,FENCE NETWORKI NAL R:svS AD.![ISTMENT-THIS GAL[BRATION
WILL ALLOW TFIE E:\'U L'SfiR TU W'ORX W'ITHLN TIfE SAML (;OORDLNAlG SYSlE.N 45'FfEN
U91N(I 2Tlf IRCAL TfNL XINGMATIL'i GPS' AND A LOCAL IIAS'E STATION. (l� ANOT]lGft
SYSTLM 3[JCX :LY VR5 NIRTI)AL REFER6NCE ST.hTlONiI5 lJSED.ADDITfON:1L FIELO TIL3
MAY aL' NI:F.UN:U 1'0 [[F.UUCN.' P�.4'�'(NLL� l/iXORS,O/t R/ASE'S'.
t_ 'CHB' COVTHOL DATA FOR THf3 PRO.fECI' CAN SL+ 1�0(INU EIF.'ClROV(CALLY HY SNLBCl(NG
P20J6CT CON'fROL DATA .1't
llTTPy;'R:ONNPvCT NGDOT.COU/X6y0lJ2CESiLOGATfON/
THh' Y'II.NS TO HF. N'OUND AHN AS I�OI.I.GWS'
(t2.9[SC_LS_QPSCALfft.lfTML
]1Z9(6C 1.S WOSBI.'fXT
rrzsicc is�ioc�..ra�n'
t�asisc �.s wN�r2oi.�rx'i�
fHE' WGStla ANU 1.�C'Al, A'II.FS .4HF.' CGMMA ON.'1.lMI'f'G'U .4NU CAN lih,' USL�'U 'I'O HE'f'RODUCN'
THF. SITE CAI.I6RATlON FOR THF. END USF.R'S GI'S' EQ(J(PMF.NT. (F F(JFTHF.R lNFORMATIlJN
(S NR.F.nh'n, Pl,R.ASF. (:ONTAC'f THF. l,OCATl�N AND SfIFVF.'YS !IN(T_
� lN!)ICATE9 GGODEPfC CONTROL MOMIMEN'fS 11Sh:U OR SET FOR FLOXIZONTAL PROJECT CONTROI,
BY LHE NCUdP LG(i1TlON AND SURVEI'9 (JA'/T.
/'AOJL'C"C CONTRUL 6.9T�BLfS'HED lISING fI.ORAl. POSIT/ON/NG SY9TliM.
Sh.'N.' OYS' OAL.IQXAT(ON 3!(6Ef COR HORI%nNTr4L ANU i'k.'1(TlCAI, C(IURU[NATE VALlJES.

�
�
�
Lnu_�ieu�� S1' �: , .ci�� ; '3 Elceatian
Hri�l�l �� � '«i5_$ Hi�rz eri�or
S Fi PCrO['
;A er���¢
Painr F'..: .- ;ti:f-ScJ \orxhin�
I..2ti�vdc 36°'U'�U 7:'bir"'ti �astim„
Lon_imde 81°31'S9??13d"i�' Elzsartom
HCl��lf '_'�`�` 1�_':':I� HOl'P PYC@P
"��en error
�Il e�9�a¢
P�iut �,vi:-?�_�Y:C�SST \aithin:
L;1F19'll(�@ �6''_�0'`61Gk!�Ct"ti Eastinr
Lou�iende 81"�'_'p'3G33�"[l' Eletntion
Heiwhi ;0�"' .; �ft Hwaeeror
� eri erimr
3C] emor
Foi,ot
Laorudr
I„nu�ie�ade
HriRhr
P;,Luc
L:1CI�L1�4
Lnti��ieude
Hei�l�i
Y�ina
L:lrintdr
l.�nn�irude
Heiylir
koint
Lzrirudp
L.uu�imde
Hei�l�r
r�47:-3' ';z:i�55� tia,�y,�p:
;6:?1'�q.F-9-1'3"\ Easdn�
Sl`�[�'+6°511, l�' Ele�ariou
--- )�i'>fl Horierror
'1 e�'� errur
+� r�Tac
F_'4i` ii_1t:GSg�d \ai^tktinr
:y=?1';0.9�_'-1_'"ti E�ssing
�jc.,i(}�j?Y(i��3�'i..'1�{ ��f'�';IfIGII
='.� 191p_ ;8 Hovx ee�ror
L'e�t ernor
;[] rrr�e�
F�91�-34 tx.'�iS�1 tioi7hing
:6'�T•a.398'•`'^_� Eastiag-
R1�,9�1? ?�� �S 1'�' F:letia�io�u
,�il, 6iC��7>$ Horz eF•anr
+ ert emrr
;� rn�ad
Y.'9ii-_'�t 1l'GSfi� \aethin�
:6'2Z�t_' 1g5�:'"ti Eastinr
$1"_4'Qb890'_1'"�' £le}'ation
'_59�:1'_]sft 'Hoizee�or
+ rrr rrnnm�
!D eir�r
Poiut F�9i�-': ii:GS�: '�oizhing
L�ariru3e �6 _':'� ,�:�[;`"ti �a;rinw
Lan�icude &1"?8'�3.?4'slb"L1' Elerar'ron
Hei�l�r 3tJ=9 959�.8 Hori eri•ar
1 Fi'f Pl'I`A!'
_3p ei�va
Puwt _._: .. -_'__tz.-G58�k tiorthin,
L1[iiu[3e ;r-.�=�_; :;�.Y.1�^.ti £aSfifl.e.
-�.�i-1,:� �a:nu� 1� ,,�5 ,.-r:_:t'
4:Q1?s� Ele�atiun :t3'S 7l9{+,tt
{t:C�PjSI� t. hilSPi� FIOCZ d� ��C14
O.a14sfl Qaabn 5�e+, qualu��
95339U.=E9?sB Foint R?41�-35Ioca1
1_'7��1_' .9_'fisA tiorrfung 951:fi$0'•�lOs9
3G9� 3+'4as1 Earstina 1?ti141� �8'Usfl
4:D'7sB Elerati�in �44? i'14s8
L� GSbs�1 L'rilized FIor and 4'4rt
d:0ilsfl Qnatin Sun•e+,°4ualrt}.
9}5689.'_�99sfl Poina P�91;-16_Lacal
1��;;i?'_6{k�.stl tio�°rhius 95tfifi9'_�UC}s8
: Ei9.�.36sfl Eaatin; 1?533?? 'a`C�sfl
4.U?SsB Ele�ari4u ?t39 693Ds9
4.f1-l1sB C-[iliazd �-In;� usd t'era
'O.i�Ssil (lnabn- �tu-.e�. �i�alY�:
9(tDi+�.3'1-lsfl Poini P?91�-I i Local
i�6{19_'�S.SSSfJsfl lorrhins 96�J-;� �[���:;t
33��.19ibsfl Easrins 1`�QF_'�S�61';r'
C�.O'lsfl Eletiation +356f116U.�
U.fk_'Dst1 C'eitixed Hc�=� ui�f !'er
0.{7?9sfl C�natin 5i�r:eG ,luola?�.
954689.7189;8 Point R?91�-&8 Lc�cni
i�GI��7.l���SSi� \OtYIl1ll� v �]_,JF.y�j 1G-ji;-�i
3i96.].13s8 Easrino 1'f�?_5�;91['��ft
O.fk's,fl Eleratiaa i346 i53�;�
o.o�-�� L�neZza ��n ��a `: �n
4:03>3B Qustin Sw-,et quaL��.
46±06D.�"4sfl Point R?415-14 I.oc;�l
1'_6�:;9.I�iD5sr1 timrthin, 96,�:taCi -i;��;;�?
*(�0`'i91st1 Eacrin. 1?fi7::7y l:�i,�sft
ll:�IS:fl Eleta[aog +OQS _'?9CF:ft
O J3Usfl C'titixed Efaaz anii l'e:..
4.[ll-#sfl Quatin 5un•+e+, quaTn�
9468?1.8�'3st1 Point R�91S-?+J Loeal
1'_6SlIb.63i9sB 'tiarrhing 9bfafi_'1 8liff,r
3i}P1.3S97st1 �asrinE l�fi$difr 6i1Cst
0:6'_:sA Eleratioa 3q01 9±Gaj;ft
4:C�S9sfl C-citixd Hor and �°er
4:4-15st� []na�n Sur.�ec quafn�
47'p8-1.65�b,fl Point A?915-_'1 Local
1_'6366U.61i13sB 'tiorrhvrg 9?=08d.6'OG��t'
:Y3'.�4�Us� Easrins 1_'S45G�,6t�C�;t
{��:�1�SI� EIPi'.lC1�B Jp$?.3i0{r5�?
i1:[Li151� � CI�IZF� EIerz aad �'er
O.GS$s�9 C�nadn Sun-rs qeiaF�t�.
9'31?fi.i';;sfl Puint p,_'915-_'_ Local
1�7t�_'i; �9-ll:l \arr6in� ' 4';l�fi 4l�f:s�
DATUM DESCRIPTION
THE LOCALIZED COORDWATE SYSTEM DEV'=LOPFU �OR TH[S PROJECT
lS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCD�T FOR MONUMENT °R2915-15'�
WITH NAD 83/CORS STATE PLANE GRID COORDINATES OF
NORTHING: °54880.7810(ftl EASTiNG: 1254012.2870(ftl
ELEVAT]ON: 3097.5210(ft)
THE AVERAGE COMBINED GR1D FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.99991292
TNE N.G LAMBERT GRID BEARINC AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"R2915-15° TO -L- STATION 254+36.94 IS
S 27°41'S3" E 21307.8051
ALL L]NEAR DIMENS[ONS ARE LOCALIZED HOR[ZONTAL DISTAIvCES
VERT[CAL DATUM USED lS NAVD 88
S UR VEY C01�TROL SHEET R-2915C
3.uu_itud-r �: 'S ,".3b1'� '.; Ele�;irian
T�ei�I�Y -'���7'0'�i$ Harzerr0�r
� @T[ PCiY7R'
i� e17'Gf
Painr iL'.?15-'_a �f-G58a tia�thinT
Laritndr a6'')'�13�jS8'^ti Eastin@
Lonzitude 8l _''�+3.7311"+"l'�' Elz�anan
I3eigh� ?9+]1.15_'1s8 Horx eerar
Tert errae
3D rirce
Paint P._'91i-`_� t�'G584 tiaitlumr
Laucude a6'_'S'Y=.1 •�;4'� Easaiar
Lou�[ude Sl`_'+'3fi,C�i3i5"Lk' Ele�arion
Hei�ht 2?i6395as$ flora ecror
Ser� rtin¢
iCY rcr���.
:f; ' 6 ;. Ea;rin� 1'_7,f_ �i :i .Y.
U.Ol.s' Ele��tion -it5:.,'b{ysi;
'ij.il-��:(� � Stib22id �{4R d�61d ��4Y.
D.651sfl Qnatin Sun-e� BuaR�ts
9$1-3'_'.86f1&sfl Fuint �'915-2_ Loral
1_'+43_'�.1�93sfl tiara6in� 9&lil? 879DsY
?�63.''=!sfl Ezsriva 1';6325.14i4sY
D.03'sft Ele+,arion ?90;.Cwd_',�,fi
3
0.4S�sf� L tilized Horz ard'L`er
0.08Ssh Qvatin Sun•e� oii�l�t�;
95644-1.066Ssfl Point F�'Q15-?a_LireaB
1_"CId3.61��:fl tiox�tuuQ 9SL9�.E � �r;,t^
_'3�$.9�6�sB Ea;riet; 1??e1�5-6±�0:�
a.q_'bsfl Ele�arian 2875 S4�G�:f;
lt U=�l:fl C-�ilixrel Hnrz asrod L'er.
i; •;'Eiis' �7io.;Gn jiu-:e�; ,:ii�ilin
NOTE: DRAWING NOT TO SCALE
PROJECT REFERENCE NO. SHEET NO.
3451 B.1.7 1 C-3
Location and Survevs
NOTES:
1_ THE 5lTE GA)IBHAT/pN .SHOWN (ti SASRD UPON A NETWOFK TIED TO THE HARN
�HIOH ACG(IRACY REFER&NCE NETWOFK�NAD &.iy6 ADJUSTb1ENT.THI.S CALIDRAT[GN
WILL ALlAW THF. FND L/SF,X TO WORK WITHIN THF. SAMF. COORlJfNATF, S}�STF:M WHEN
U9/N() NTK /NEAL TIMli KINEMAT/L/ CPS M'O A LOCAL HA3E STATION (R ANOTHGR
J'VSTF.M 9IICA A5' VR$ �VIRTpAI, RF.FF.RF.NCF. STATTONJ ZS iISRD, ADniTTf)NAI, FIF.I.n T/F.5'
MAY' RF NC�F,nF.D TO RF,P[IC� POS5IFLF, FRRON3,OR RIASES.
2. 1'[fE CONTHOL UA7'A I�OR %'Id1S YNO.IECI' CAN BE POUND KLICl'XONIG`ALLY &Y 9ELEL'1lNC
�ROJFCT CONTROI. �ATA AT�
HCCPS':r'CONNELT NCUOZ'.GOVRES'OIIHC�,YLOCATfON/
THE F'll,F.9 'l'0 dF.' FOI/Nl) A1iF. AS F'Of.LOWS�
NL9tbC LS GPSCe1L[B.I3TML
R291GC l.S MGS89.TXT
ezwsc rs� cocai..�T
f{391nC U}' G!)NTX()LThf
THE WGSN4 .WD LOC,iL FILES .ME COMMA LELIhfITEP AhD CA,\' BE L�SEL TO RE£RODUCE
THPu SITF. CACIBRATION FOR THE F.ND USER'3 GPS FRU�PMENT lF F(JRTHF.R lNFORMATiON
IS NF.F.IJF.D, P/.F.Fl3F. CONTACT THF. /qCATlON ANO S(IRVF.V3 [INIT_
� INDICATRS GEODETIC CONI'ROL bIONlJMLNTS lJ3ED OR .5'F,T FOR HORi20NTAL PRdJPC!' CONf1iOL
AV THE NCDOT LOCA!'fON ANll SiJRVEY9 (JNlT_
YAOJECT LONfAO/. F.STAFT.ISHEU (JSINC OLOBAL Y09fIfONIA'C SY9TEAf.
SFF. GPS CALIRRAT(ON SIftL'1' l�Ott H()RIZONTAL ANn VERT(CAL COORDfNflT6 VAI,Ufi9.

Point2t Chain Station Northing�Y) Easting�X)
1 L 238+00.00 934649.9983 1263774.4519
2 L 239+00.00 934749.4616 1263784.7990
3 L 240+00.00 934848.9248 1263795.1460
4 L 241+00.00 934948.3881 1263805.4931
5 L 242+00.00 935047.8513 1263815.8401
6 L 243+00.00 935147.3146 1263826.1872
7 L 244+00.00 935246.7778 1263836.5342
8 L 245+00.00 9353462411 1263846.8813
9 L 246+00.00 935445.7043 12638572283
10 L 247+00.00 935545.1676 1263867.5754
11 L 248+00.00 935644.6308 1263877.9224
12 L 249+00.00 935744.0941 12638882695
13 L 250+00.00 935843.5574 1263898.6165
14 L 251+00.00 935943.0206 1263908.9636
15 L 255+00.00 936077.3741 1263922.9402
16 L 256+00.00 936176.8374 12639332573
17 L 257+00.00 936276.3006 1263943.6343
18 L 258+00.00 936375.7639 1263953.9514
19 L 259+00.00 9364752524 1263964.0799
20 L 260+00.00 936574.8946 1263972.4982
21 L 261+00.00 936674.7641 1263977.4468
22 L 262+00.00 936774.7478 1263977.1303
23 L 263+00.00 936874.4616 1263969.8561
24 L 264+00.00 936973.3501 1263955.1772
25 L 265+00.00 937070.8543 1263933.OS16
26 L 266+00.00 937166.4233 1263903.7242
27 L 267+00.00 937259.5170 12635672708
28 L 268+00.00 937349.6095 1263823.9276
29 L 269+00.00 937436.1916 1263773.9392
30 L 270+00.00 937518.7741 1263717.5584
31 L 271+00.00 937596.5903 1263655.1933
32 L 272+00.00 937670.0990 1263587.1067
33 L 273+00.00 937737.9863 1263513.7133
34 L 274+00.00 937800.1687 1263435.4276
35 L 275+00.00 9378562948 1263352.6922
36 L 276+00.00 937906.0475 1263265.9745
37 L 277+00.00 937949.3440 1263175.8546
38 L 278+00.00 937987.5105 1263083.4336
39 L 279+00.00 938022.5648 1262989.7512
40 L 280+00.00 938056.5634 1262895.7381
41 L 281+00.00 938090.5252 1262501.6518
42 L 282+00.00 938124.9309 1262707.7877
43 L 283+00.00 938161.6260 1262614.7695
44 L 284+00.00 938202.6743 1262523.5985
45 L 285+00.00 938249.5456 1262435.4498
46 L 286+00.00 938303.5013 1262351.0913
47 L 287+00.00 938363.3422 1262271.0016
48 L 288+00.00 938429.0302 1262195.6333
49 L 289+00.00 938500.1940 1262125.4122
50 L 290+00.00 935576.4316 1262060.7352
51 L 291+00.00 938657.3121 1262001.9676
52 L 292+00.00 938742.3786 1261949.4416
53 L 293+00.00 938831.1503 1261903.4539
54 L 294+00.00 935923.1255 12615642638
55 L 295+00.00 939017.6192 1261831.5863
56 L 296+00.00 939113.6273 1261803.6360
57 L 297+00.00 939210.3565 12617�82734
58 L 298+00.00 939307.1986 1261753.3420
59 L 299+00.00 939403.6443 1261726.9276
60 L 300+00.00 939499.1294 12616972457
61 L 301+00.00 939592.9247 1261662.6129
62 L 302+00.00 939684.4179 12616222915
63 L 303+00.00 9397732495 1261576.4028
64 L 304+00.00 939859.0825 1261525.1238
65 L 305+00.00 939941.5961 1261469.OS87
66 L 306+00.00 940022.4537 1261409.8458
67 L 307+00.00 940101.7817 1261348.9609
68 L 308+00.00 940180.9641 1261287.8862
69 L 309+00.00 940260.9099 1261227.8168
70 L 310+00.00 940342.4215 1261169.8951
71 L 311+00.00 940425.9946 1261114.9920
72 L 312+00.00 940511.5795 12610632809
73 L 313+00.00 940599.0425 1261014.8133
74 L 314+00.00 940687.9564 1260969.0549
75 L 315+00.00 940777.6413 1260924.8222
76 L 316+00.00 940867.5120 1260880.9672
77 L 317+00.00 940957.3838 1260837.1145
78 L 318+00.00 9410472556 12607932619
79 L 319+00.00 941137.1275 1260749.4092
80 L 320+00.00 941226.9993 1260705.5566
81 L 321+00.00 941316.8711 1260661.7039
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CENTERLINE COORDINATE LIST
Point3t Chain Station Northing�Y) Easting�X)
82 L 322+00.00 941406.7429 1260617.8512
83 L 323+00.00 941496.6148 1260573.9986
84 L 324+00.00 941586.4866 1260530.1459
85 L 325+00.00 941676.3584 1260486.2933
86 L 326+00.00 941766.2302 1260442.4406
87 L 327+00.00 941556.1020 1260398.5879
88 L 328+00.00 941945.9739 1260354.7353
89 L 329+00.00 942035.8457 1260310.8826
90 L 330+00.00 942125.7175 1260267.0300
91 L 331+00.00 942215.5893 1260223.1773
92 L 332+00.00 942305.4611 1260179.3246
93 L 333+00.00 942395.3330 1260135.4720
94 L 334+00.00 9424852048 1260091.6193
95 L 335+00.00 942575.0766 1260047.7667
96 L 336+00.00 942664.9454 1260003.9140
97 L 337+00.00 942754.8203 1259960.0613
98 L 338+00.00 942844.6921 1259916.2087
99 L 339+00.00 942934.5639 1259872.3560
100 L 340+00.00 943024.4357 1259825.5034
101 L 341+00.00 943114.3075 1259784.6507
102 L 342+00.00 943204.1794 1259740.7980
103 L 343+00.00 943294.0512 1259696.9454
104 L 344+00.00 943383.9230 1259653.0927
105 L 345+00.00 943473.7948 1259609.2401
106 L 346+00.00 943563.6666 1259565.3874
107 L 347+00.00 943653.4407 1259521.3354
108 L 348+00.00 943742.6289 1259476.1121
109 L 349+00.00 943830.6600 1259428.6795
110 L 350+00.00 943917.3009 1259378.7528
111 L 351+00.00 944002.4801 1259326.3714
112 L 352+00.00 944086.1290 1259271.5791
113 L 353+00.00 944168.3843 1259214.7131
114 L 354+00.00 944249.8850 1259156.7684
115 L 355+00.00 944331.2550 1259098.6399
116 L 356+00.00 944412.6251 1259040.5115
117 L 357+00.00 944493.9951 1258982.3830
118 L 358+00.00 944575.3651 1258924.2545
119 L 359+00.00 944656.7737 1258866.1802
120 L 360+00.00 944738.9322 1258809.1759
121 L 361+00.00 944823.0579 1258755.1293
122 L 362+00.00 944910.1776 1258706.0768
123 L 363+00.00 945000.6671 1258663.5689
124 L 364+00.00 945094.0941 1258627.9784
125 L 365+00.00 945189.9306 1258599.5063
126 L 366+00.00 945287.6141 1258578.2044
127 L 367+00.00 945386.4085 1258562.7878
128 L 368+00.00 945455.7159 1258551.0621
129 L 369+00.00 945555.1860 1258540.7819
130 L 370+00.00 945684.6007 1258529.9854
131 L 371+00.00 945753.7685 1258517.1368
132 L 372+00.00 945882.4080 1258500.7456
133 L 373+00.00 945980.1464 1258479.6477
134 L 374+00.00 9460767052 1258453.6912
135 L 375+00.00 946171.8520 1258422.9411
136 L 376+00.00 946265.3401 1258387.4743
137 L 377+00.00 946356.9387 1258347.3793
138 L 378+00.00 946446.4190 1258302.7564
139 L 379+00.00 946533.686� 1258253.9419
140 L 380+00.00 9466192115 1258202.1260
141 L 381+00.00 946703.7086 1258148.6460
142 L 382+00.00 946787.9211 1258094.7178
143 L 353+00.00 946872.1303 1258040.7844
144 L 354+00.00 946956.3395 1257986.8510
145 L 385+00.00 947040.5487 1257932.9176
146 L 356+00.00 947124.7579 1257878.9842
147 L 357+00.00 947209.0092 1257825.1166
148 L 388+00.00 947293.7995 1257772.1039
149 L 389+00.00 947379.8563 1257721.1781
150 L 390+00.00 947467.4944 1257673.0252
151 L 391+00.00 947556.6399 1257627.7238
152 L 392+00.00 947647.1854 1257585.2955
153 L 393+00.00 947738.7634 1257545.1239
154 L 394+00.00 947830.7534 1257505.9089
155 L 395+00.00 947922.4647 1257466.0495
156 L 396+00.00 948012.9632 1257423.5215
157 L 397+00.00 948101.1156 1257376.3432
158 L 398+00.00 948185.6807 1257323.0137
159 L 399+00.00 948266.0009 1257263.4827
160 L 400+00.00 948341.6225 1257198.0864
161 L 401+00.00 948412.1180 1257127.1944
162 L 402+00.00 948477.0891 1257051.2073
163 L 403+00.00 948536.1687 1256970.5544
Point2k Chain Station Northing�Y) Easting�X)
164 L 404+00.00 948589.0275 1256855.6941
165 L 405+00.00 948635.9968 1256797.4272
166 L 406+00.00 948678.7754 1256707.0451
167 L 407+00.00 948719.3594 1256615.6514
168 L 408+00.00 948759.8172 12565242016
169 L 409+00.00 9488022210 1256433.6421
170 L 410+00.00 948548.5798 1256345.0516
171 L 411+00.00 948900.6732 1256259.7158
172 L 412+00.00 948959.0146 1256178.5304
173 L 413+00.00 9490232898 1256101.9537
174 L 414+00.00 949093.1357 1256030.4216
175 L 415+00.00 949168.1575 1255964.3381
176 L 416+00.00 949247.9300 1255904.0750
177 L 417+00.00 949331.6743 1255849.4495
178 L 418+00.00 949417.9661 1255798.9267
179 L 419+00.00 949505.5230 1255750.6192
180 L 420+00.00 949593.3365 1255702.7778
181 L 421+00.00 949681.1502 1255654.9369
182 L 422+00.00 949768.9639 1255607.0960
183 L 423+00.00 949856.7776 1255559.2551
184 L 424+00.00 949944.5913 1255511.4142
185 L 425+00.00 950032.4050 1255463.5733
186 L 426+00.00 9501202188 1255415.7324
187 L 427+00.00 950208.0325 1255367.8915
188 L 428+00.00 950295.8462 1255320.0506
189 L 429+00.00 950383.6599 1255272.2097
190 L 430+00.00 950471.4736 1255224.3688
191 L 431+00.00 9505592873 1255176.5279
192 L 432+00.00 950647.1011 1255128.6870
193 L 433+00.00 950734.9148 1255080.8462
194 L 434+00.00 950822.7285 1255033.0053
195 L 435+00.00 950910.5422 1254985.1644
196 L 436+00.00 950998.4389 1254937.4764
197 L 437+00.00 951086.9722 1254890.9848
198 L 438+00.00 951176.8115 1254547.0754
199 L 439+00.00 951268.3429 1254806.8220
200 L 440+00.00 951361.4716 1254770.4133
201 L 441+00.00 951456.0361 1254737.9155
202 L 442+00.00 951551.8722 1254709.3849
203 L 443+00.00 951648.8135 1254684.8710
204 L 444+00.00 951746.6919 1254664.4165
205 L 445+00.00 951845.3373 1254648.0569
206 L 446+00.00 951944.5785 1254635.8205
207 L 447+00.00 9520442368 1254627.6347
208 L 448+00.00 952144.1027 1254622.4991
209 L 449+00.00 952244.0370 1254618.8820
210 L 450+00.00 952343.9501 1254615.5105
211 L 451+00.00 952443.9233 1254612.1391
212 L 452+00.00 952543.8664 1254608.7677
213 L 453+00.00 952643.8096 1254605.3962
214 L 454+00.00 952743.7527 1254602.0248
215 L 455+00.00 952543.6877 1254598.4251
216 L 456+00.00 952943.5680 1254593.5639
217 L 457+00.00 9530432954 1254556.2378
218 L 458+00.00 953142.7301 1254575.6636
219 L 459+00.00 953241.7572 1254561.7814
220 L 460+00.00 9533402666 1254544.6066
221 L 461+00.00 953438.1488 1254524.1583
222 L 462+00.00 9535352968 1254500.4650
223 L 463+00.00 953631.7213 1254473.9725
224 L 464+00.00 953727.6703 1254445.8004
225 L 465+00.00 953523.4581 1254417.0827
226 L 466+00.00 9539192409 1254388.3485
227 L 466+31.59 953949.4990 12543792712
Point3k Chain Station Northing�Y) Easting$X)
Point2# Chain Station Northing$Y) Easting$X)

a
�
+'i
Z
�
P A V E M E N T S C H E � U L E
C1 PROP. APPROX. 1.25" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, gASE TO BE TREATED WITH LIME TO A DEPTH OF 8", AT A RATE OF 20 LBS.
AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD.
PER SQ. YD. AS DIRECTED BY THE ENGINEER.
K oR
PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, BASE TO BE TREATED WITH CEMENT TO A DEPTH OF 7", AT A RATE OF 55
(',2 AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO LBS. PER S�. YD. AS DIRECTED BY THE ENGINEER.
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
C 3 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO j�J GEOTEXTILE FOR PAVEMENT STABILIZATION.
BE PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH.
C 4 PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.58, pRIME COAT.(AS DIRECTED BY ENGINEER.)
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. P
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C rj AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO R � 2'-9" CONCRETE CURB AND GUTTER.
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C 6 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO R 2 SHOULDEP BERM GUTTER.
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, R 3 EXPRESSWAY GUTTER.
TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D 2 TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" T EARTH MATERIAL.
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2/2" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 625.0B, AT U EXISTING PAVEMENT.
AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
E 2 PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE 625.06, V MILLING.(DEPTH 1.5°)
AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
E 3 PROP. APPROX. 5.5° ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, W1 VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL NO. 1)
AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
E 4 gE PNACEDRINELAYERSONOT'LESSSTHANR3S�INYDEPTHROR GREATER T� W`� VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL No. 2)
THAN 5 %p" IN DEPTH.
� 1 PROP. 8" AGGREGATE BASE COURSE. N13 VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL No. 3)
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
�J'Z IPROP. 10" AGGREGATE BASE COURSE.
VAR.
SEE X-SECTIONS
ORIGINAL . /
PROPOSED
RETAINING
WALL
EXIST.
RETAINING
WALL � —
(NOT TO BE, � /
DISTURBED) �� �Tq
I � ORIGINAL
�\ I J GROUND
RETAINI
.L OFFSET
VARIES
1
VARIE$ 0'-24'
1 1
--- T —'
�
�,� � Wi
��12.5" 72.5"� .
EXIST. PAV'T.
(LOCATION VARIES)
1
� � lW� �
12.5" � -' 12 5"�
EXIST. PAV'T.
(LOCATION VARIES)
- GRADE TO THIS LWE -
—� —L—
23' • \
��..b' I ..� ,�1
I
GRADE TO THIS LINE
�
TYPICAL SECTION NO. 1
PROPOSED
RETAINING
WALL
ORIGINAL �
�� GROUNDi�
�. �
H. W. LOCHNER, INC.
2840 PLAZA PLACE, SUITE 202
RALEIGH, NC 27612 NC Lice
[phone] Num6er F-0
�C5 ^ �
C6 ��� I
� �
I `� � � I
�----- — ---- -- 2/z" MIN. — ----- — 3„ MIN�
Wedging Detail For Resurfacing
WEDGING DETAIL NO. 1
� SURVEY
C2 C3 C2
E4 E4
_-__- - � � - �� -� -----_-
3" MIN.� �3" MIN.
Wedging Detail For Resurfacing
WEDGING DETAIL NO. 2
4 SURVEY
24' 10' 15' 6'
13' W/GR
t t z
o�
CS DI q� � �
FDP$ Z �
0. 2� x LL
O.Og
6;�
� i�. . � ���IT� � d.'\�
L OFFSET
24'
1 1
71,_6„ �-- \
�
--a l� + '� �- F
K� J2 ����
\�GRADE TO THIS LINE
"'8'-0" LONG GUARDRAIL POSTS FOR ANY OFFSET OF 14'-0"(MIN.)
Wedging Detail For Resurfacing
WEDGING DETAIL NO. 3
PROIECT REFERENCE NO. SHEEf NO.
R-29/5C 2A—1
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SUMMARY OF GEOTEXTILE FOR
PAVEMENT STABILIZATION
LINE STATIDN STATION OFFSET SY
-L- 264+50 268+Sq CL 3,036
-�- zg�+go 35o+sq �� 5,5a3
-L- 315+75 316+75 LT 993
-L- 350+75 352+50 RT 795
-L- 373+00 375+00 RT 783
ra 1a+oo 1z+oo [� sas
-Y4 15+00 17+00 CL 444
MD-MACHINE DIRECiION
° VAR. SEE X-SECTIONS I �
/
ORIGINAL
A'� � � GROUND
�� USE TYPICAL SECTION NO. 1 I� BASE
-L- STA. 254+36.94 TO STA. 262+34 �� COUR
-L- STA. 311+40 TO STA.324+50 �\
-L- STA. 331+60 TO STA.361+14
-L- STA. 368+30 TO STA. 373+07
\
USE REVERSE OF TYPICAL SECTION NO. 1
-L- STA. 380+57 TO STA. 395+50
-L- STA. 405+30 TO STA. 409+79
-L- STA. 419+51 TO STA. 464+60
�� DETAIL C
� oRi�wA� RETAINING WALL OFFSET
\GROUND
12'
PROPOSED �
.RETAINING
WALL
41" SINGLE FACE�
/ CONCRETE
BARRIER
�� r� r N� I
U`
iE
GRADE TO
THIS LINE
TYPICAL SECTION NO.IA
•USE TYPICAL SECTION NO.IA
WITH TYPICALS 1, 2, 7& 8 ,
24'
�THESE LOCATIONS TO BE INVESTIGATED
DURING GONSTRUCTION
�
�—L—�
,,,_6„ _ i
1 �
1 .f�� �� ��� 12„ � POINT I
J2� V"� � .
GRADE TO THIS LINE �

0
N SEE DETAIL C
�
30' 10' 24'
� 13' W/GR � �
F
� O�
Z � 4, p� CS
_ � FDPS
� � 0_02_
XII/ 6"
�I ( T � � i I�� �7;,
VAR.
SEE X-SECTIONS
i
ORIGINAL �
GROUND �
4 -�-
23' •
I 1
�n - ��
1�' 7 I (R
--GRADE� -- -
12„ POWT i 7:
I /
-GRADE TO THIS LINE-
TYPICAL SECTION NO. 2
C�-Y2- & -Y2A-
10' 2' VAR.6'-6" • VAR.6'-6" 2' 8'
7' TO 12' I TO 12' (W CUT)
WiGR
ORIGINAL
r � �C2 � � �2� Z GROUND
�_ 15' OF T� .
LL d �
? � C1 GRADEI u /
z� �� � POINT C� . Z � .� � VAR. SEE X-SECTIONS
� pg o.02 0.02. 0.08 �qR �� �� �\+��^_
OGROUNL}, b, �� \��.� r 4��9,�-� ;�� -' vKIGINAL
- ti�'� T ��J �6.5"� I �b.Y����� � 1 � T1 �%� � 6:1 GROUND
�'J ' \
VAR. E�J �� W2 El '�
SEE X SECTIONS � � I
, -- LGRADE TO THIS LINE
- USE TYPICAL SECTION NO. 3
ORIGINAL -Y2- STA. 14+43.27 TO STA. 14+72.93
GROUND
TYPICAL SECTION NO. 3 -Y2A- STA. 10+40.78 TO STA. 10+65.00
C� -Y3-, -Y9REV-, -Y10-, -Y12-, & -Y14-
�. 10' � 6' VAR. 9' � VAR. 9' y. 6' , 8' ...�
9' TO 15' TO lY �IN CUT)
W/GR I
r
Z � � ORIGINAL
�'� � Z GROUND
_ VAR 20 TO 10' O� --/�,�
� 7
Z���jOG Cl GRADE I �
x'�,� C2 POINT �� C2 = p , � VAR. SEE X-SECTIONS
� Qa OA2 . 0.02� 0.08
'� -- -_ � � ry \ i`
ORIGINAL � A �
GROUNU. b�, � �El��� . "��IW26.5" \jT �\.\�O ��� 6:1 � �GRIOUND
bS�U
VAR.� ti � I E��
SEE X-SECTIONS�
LGRADE TO THIS LINEJI USE TYPICAL SECTION NO. 5
- -Y3- STA. 12+95.00 TO STA. 13+45.00
ORIGINAL -Y9REV- STA.15+00.00 TO STA.15+73.64
GROUND TYPICAL SECTION NO. 5 -Y10- STA.1o+80.84 TO STA. 11+05.00
-Y12- STA. 10+39.22 TO STA. 11+35.00
-Y14- STA. 11 + 06.72 TO STA. 11 + 95.00
� -Y4-, -Y7-, & -Y15-
10' 6' VAR.9' � VAR.9' 6' 8'
� 9' TO 15' TO 75' (IN CUT)
W�R 1 � i
�
Z � ORIGINAL
� � Z GROUND
_ VAR 20 TO 70' O� ��-
/ �
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i u.. C2 POINT�, �� ? O � VAR. SEE X-SECTIONS
", � 0.02 0 02 � � � '� ry �
� � y '9�p T� �-�
ORIGINAL 6.� � � � �� � ORIGINAL
�r' GRZ� �� �'J E2 7.5"�U�I�7.5"{ � � b�� GROUND
� ti� E2
L VAR. /
;�„ SEE X-SECTIONS/
�>!'u. -GRADE TO THIS LINE USE TYPICAL SECTION NO. 7
�c - -Y4- STA. 18+25.00 TO STA. 19+26.60
�oro . ORiGINnI -Y7- STA.12+11.36 TO STA.13+30.00
GROUND TyPICAL SECTION NO. 7 -Y15- STA. 12+00.00 TO STA. 13+31.45
� ��
� � 13' W/GR
C5 p� 4,
FDPS
-0.02 � 0�08
I 6; �
7" �., � � i T
L O C H N E R PROJECT REF RENCE NO SHEET NO.
H. W. LOCHNER, INC. � 2�/�� 2A��
b' 10' 2840 PLAZA PLACE, SUITE 202 ROADWAY DESIGN PAVEMENT DESIGN
RALEIGH, NC 27612 NC License ENGINEER ENGINEER
[phone] Num6er F-0159
�
0 � i
�-
n. �
cj � �� VAR. SEE X-SECTIONS
= O �'� ORIGINAL
� p-� `-� GROUND
��
j�:�� b�� /� DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
USE TYPICAL SECTION NO. 2
-L- STA.262+34 TO STA.311+40
-L- STA. 324+50 TO STA.331+60
-L- STA.361+14 TO STA. 368+30
-L- STA. 373+07 TO STA. 380+57
-L- STA. 395+50 TO STA. 405+30
-L- STA. 409 + 79 TO STA. 419 + 51
DETAIL OF EXPRESSWAY GUTTER
C� -YIA- & -Y2-
10' . 2, 9, � 9, z, 8,
7' ' I (IN CUT) ��
W�R li�
F ORIGINAL
� � Z�, GROUND
- . �I r�-
'i I 7
_��� C�2 POINT I C2 Z'� .� VAR. SEE X-SECTIONS
p pg 0.02 0.02 0. � _" �'
ORIGINAL b_� !�� ` 1 ��47�RT0 ����
GR�D. ♦iC� I.........16.5" 1� I �T� ���/ b OGROUND
VAR �"� El� El � �
SEE X-SECTIONS/
� �-� GRADE TO THIS LINEJI
ORIGINAL USE TYPICAL SECTION NO. 4
GROUND -YIA- STA.11+13.52 TO STA.12+05.00
TYPICAL SECTION NO. 4 -Y2- STA.11+22.37 TO STA.14+43.27
C�-Y3-, -YS-, -Y9REV-, -Yll-, & -Y13-
10' b' VAR.9' VAR.9' 6' 8'
9' TO 12' TO 72' (IN GUT)
�W�R l�� -
Z � ORIGINAL
O �^ Z GROUND
. � � ��,�
� �
? p C2, GRADE � C2 l9 � ,
x LL � POINT � p ,� VAR. SEE X-SECTIONS
0.02 0.02 ti;
p 08 _0.08 � a��R � ����-��
ORIGINAL -� . yy�� 7 Tp
GRO Q.. b�,� �J E16.5"��� I lEl ( 7 \%��� 6:1 OGRO ND
��
VAR. ry
SEE X-SECTIONS
GRaDE TO THIS �WE USE TYPICAL SECTION NO. 6
- -Y3- STA.11+01.58 TO STA. 12+95.00
ORIGINAL -YS- STA.10+88.69 TO STA.13+15.00
GROUND TYPICAL $ECTION NO. 6 -Y9REV- STA.11+56.86 TO STA. 15+00.00
-Yll- STA. 10+95.00 TO STA. 16+78.33
-Y13- STA.10+50.00 TO STA.11+96.54
C� -Y4-
10' b' VAR.9' VAR.9' 6' 8'
9' TO 12' TO 12' (IN CUT)
� Wi�R
Z � � ORIGINAL
� = I � Z _ GROUND
. � � ��
� _
Z p \C2 GRADE I C2 t9 � '
= LL POINT ? p '�1 VAR. SEE X-SECTIONS
Q pa 0_.02 0.0.2 0.08, , LL �'" ��� �
�q,�p�j >' � �
�GROUN�� b� �� 4�'"�Q,�� ORIGINAL
\ �
9-. � � ��7.6„� � � ( 7� � � b�� GROUND
-. � �� ��
U
SEE X-SECTIONS/
_ -GRADE TO THIS LINE USE TYPICAL SECTION NO. 8
-- -Y4- STA.11+75.00 TO STA.18+25.00
ORIGINAL
GROUND TYPICAL SECTION NO. 8
PARTIAL TYPICAL SECTION NO. 4A
USE PARTIAL TYPICAL 4A IN
CONJUNCTION WITH TYPICAL 4 AT:
-Y2- STA. 10+79 LT. TO 12+36 LT.
PAVEMENT SCHEDULE
C1 1.25" TYPE SF9.5A
C2 2.5" TYPE SF9.5A
C3 VAR. TYPE SF9.5A
C4 1.5" TYPE S9.5B
CS 3" TYPE S9.5B
C6 VAR. TYPE S9.5B
D1 4" TYPE I19.0B
D2 VAR. TYPE I19.06
E1 4" TYPE B25.06
E2 5" TYPE B25.06
E3 5.5" TYPE 625.06
E4 VAR. TYPE B25.06
J1 8" ABC
J2 10" ABC
K 8" LIME OR 7" CEMENT
GEOTEXTILE FOR
N PAVEMENT
STABILIZATION
V MILLING
R1 2'-9" C 8 G
R2 SHOULDER BERM GUTTER
fl3 EXPflESSWAY GUTTER
T EARTH MATERIAL
U EXISTING PAVEMENT
W1 WEDGING SEE DETAIL 1
W2 WEDGING SEE DETAIL 2
W3 WEDGING SEE DETAIL 3

0
c
N
�
ORIGINAL
ORIGINAL
ORIGINAL
GROUND�
ORIGINAL
C�-Y8REV-
4' VAR. 4'-b" I VAR. 5'-b" TIE TO
TO 9' I TO 6'-6" EXISTING
� � � C�
� GRADE I
�T �POINT\�
i p.02 � 0.02,
J1 -�
I �
�� I i I�6.5"�� �
I- �El �
� -GRADE TO THIS LINE
TYPICAL SECTION NO. 9
USE TYPICAL SECTION NO. 9
-Y8REV- STA.70+00.00 TO STA.11+24.35
C�-Y8REV-
4' VAR.4'-b" 9' 6' 8'
TO 9' �- pN NT)
� I ■ ~
z
OF
�
C2 G�� I C2 t� �
�p POINT� Z �
� . , 0.02_ 0.02 . = � _ 'i
, qR T
-..�/_� I I » ' 4 M. �
6"� ��� F-= El � El
GRADE TO THIS LINE
TYPICAL SECTION NO.10
C�-Y8AREV-
11- -
1 '. t 4.
I �
�� - - ` - -i- -�-
i �
i� � U
8'-0" LONG GUARDRAIL POS�
�
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a
e
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z
� ro ORIGINAL
�;3 GROUND� �
� �U
� � �
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TYPICAL SECTION N0.14
TEMP. GUARDRAIL
AS SHOWN �
ON OETAIL
/ �
/
,y.� � �
ORIGINAL
GROUND
�'. -
VAR. SEE X-SECTIONS
> '�. �
ORIGINAL
GROUND
USE TYPICAL SECTION NO. 10
-Y8REV- STA.11+24.35 TO STA.12+28.03
CTi�Ns OGROUNDL
�� ;
USE TYPICAL SECTION NO. 14
-YSAREV- STA. 10+00.00 TO STA.11+70.89
10'
ORIGINAL
GROUNq,
�
VAR.
SEE X-SECTION:
� /
ORIGINAL
GROUND
C�-Yb-
$' 11' � 11'
17' � � �
W/GR
Z
� J 20'
l� LL �
z � CS ��'`�� POINT � C4�
LL .0�08_ 0.02_ _ 0.02, -
/ j'
� �12.5"� � W312.5"'�
E3
D� �
'-GRADE TO THIS LINE�
TYPICAL SECTION NO. 11
� STONE DRIVEWAYS
2' VAR.l0IT0 78' .Y.` b'
y
l�Tw�R
I
GRA.DE �
PbINT�
ORIGINAL
SEE X-SECTIONS
Y.' I V/ ORIGINAL
� T �� 8"� � �� � � GROUND
�. J
li
-� � -�� �GRADE TO THIS LINE �I
ORIGINAL USE TYPICAL SECTION NO. 12
GROUND -DRW2- STA. 10+39.50 TO STA. 17+55.00
TYPICAL $ECTION NO. 12 _DRW7- STA.10+39.50 TO STA.12+15.00
-DRW13- STA.70+39.50 TO STA. 12+00.00
C� -LDET-
N. yq� I 4, 3,
t � I �
2�
4' 12' 12' FDPS
reMv.
GUARDRAIL
AS SHOWN \
ON DETAIL �� p -
� � WIDEN �
��-C- I�-y- �.
/ EXISTING U$-221 T,
/ � 8.5„�
ORIGINAL � �
GROUND i GRADE TO THIS LINE-
C� -LDET-
I
24' 12'
t ; 1
12' 72' 4' 3'
I 1y.\
VARIABLE �
(0' TO 24 ) ,
I TEMP.
SHORING
AS REQUIRED
WIDEN AT EXIST. PAV'T SLOPE 3�� .�5', �esi ioEr-
� ---��� - - ��- STA.38+50
� A� �XISTING US-221 ro aa+oo a1. �
WITH 13' MA%.HT.� �
�'8'S U� � ORIGINAL
E3 I � � ` GROUND
GRADE TO THIS LINE
TYPICAL SECTION N0.16
USE TYPICAL SECTION NO. 16
-L_DET- STA.28+87.95 TO STA.52+59.22 LT.
(C5�
�
TYPICAL SECTION NO.15
ORIGINAL
GROUND
H. W. LOCHNER, INC.
2840 PLAZA PLACE, SUITE 202
RALEIGH, NC 27612 NC
[phone] Num6er
ORIGINAL
GROUND
� VAR. SEE X-SECTIONS
������
ORIGINAL
GROUND
USE TYPICAL SECTION NO. 71
-Y6- STA. 14+00.00 TO STA. 14+32.92
C� PAVED DRIVEWAYS
2' VAR.l0IT0 18' 2' 6'
PROJECT REFERENCE NO. SHEEf NO.
�-2�i5r_ ��-�
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
WiGR � . �W/GR ORIGINAL
I GROUND
�C� GRADE I �2) %�SEE X-SECTIONS
POINT � �y ; �
\
�� �a ���� � � � y�A,p T USE TYPICAL SECTION NO. 13
USE TYPICAL SECTION NO. 15
-L DET- STA. 10+00.00 TO STA. 29+93.10 RT.
ORIGINAL
GROUND � - - �.
i � 8.6`(
T
TO 0'
, � ��Mq�.� -DRW3- STA. 10+39.50 TO STA. 12+90.00
�� L T�-DRW3A- STA. 10+05.00 TO STA. 11 +15.00
10 5"��
�� � ��� ( p� I -DRW4- STA. 10+05.00 TO STA. 13+34.55
-DRWS- STA. 10+05.00 TO STA. 11+01.58
-DRW6REV- STA. 10+35.50 TO STA.14+86.00
GRADE TO THIS LINE -DRWbA- STA. 10+07.12 TO STA. 11+45.00
-DRW6B- STA. 10+39.50 TO STA.73+05.00
-DRW9- STA. 10+39.50 TO STA. 13+00.00
NPICAL $ECTION NO. 13 -DRWII- STA. 10+08.40 TO STA. 13+00.00
-DRW12- STA.10+39.50 TO STA.12+80.00
PAVEMENT SCHEDULE
C1 1.25" TYPE SF9.5A
3 C2 2.5" TYPE SF9.5A
ORIGINAL � z
GROUND C3 VAR. TYPE SF9.5A
� �, �C2�
t0 fl 0.02 C4 1.5" TYPE S9.5B
SEE X-SEGTIONS �P��y.'
��A� � � CS 3" TYPE S9.5B
, O�p�'' � Jl � b
�':�� C6 VAR. TYPE S9.5B
,��
ORIGINAL D1 4" TYPE I19.0B
GROUND
D2 VAR. TYPE I19.06
USE TYPICAL SECTION NO. 13A
-DRW3- STA.10+70.00 TO STA.12+31.00 LT. E1 4" TYPE B25.06
E2 5" TYPE B25.06
E3 5.5" TYPE 625.06
E4 VAR. TYPE B25.06
J1 8" ABC
J2 10" ABC
C�-L_XOl- &-L_X03- K 8 LIME OR 7 CEMENi
I GEOTEXTILE FOR
N PAVEMENT
STABILIZATION
I i EXISTING V MILLING
�
VAR. 0'
I TO 24' R1 2'-9" C 8 G
� R2 SHOULDER BERM GUTTER
�l VARIES � GRADE �-F1 �
0.04 FTiFT(LT� � � P�WT �
TO 0.04 FTiFT(RT)
GRADE TO
�U� I THIS LINE
�. .
I
I
TYPICAL SECTION N0.17
/
� �ORIGINAL q3 EXPflESSWAY GUTTER
� � � / GROUND
T EARTH MATERIAL
E3 U EXISTING PAVEMENT
USE TYPICAL SECTION NO. V
-L XOl- STA. 11+00.00 TO -L XOI- STA.20+35.00 W� WEDGING SEE DETAIL 1
USE REVERSE OF TYPICAL SECTION NO. 17
-L_X03- STA.10+00.00 TO -L_X03- STA.16+45.77 W2 WEDGING SEE DETAIL 2
W3 WEDGING SEE DETAIL 3

� v`� DET AlL SHOW lNG R�aa�� -L_DET- -L_DET-
��
� �� �A / -DR 5- �i Pl Sto 30+29.28 Pl Sto 4/+56.67 ��
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/�/,� � ��� �� �,-� - R - ��'� 'h D= 6' 52' 4/.7" D= 4' 09' S0.2" m/ .
Q � �_ � fo, �+ , i L= 819.66' L= 506.53' ���
8 � \ " � _ _ T = 443.23' T = 256.1T � �
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L O C H N E R PROJE(7 R FE EN�E NO SCEET N(�O.
H. W. LOCHNER, WC � '"
2840 PLAZA PLACE, SUITE 202 ILW SHEET NO.
RALEIGH, NC 27612 NC Licens ROADWAY DESIGN HYDRAULICS
[phone] N�mber F-0159
ENGINEER ENGINEER
:iNTB
343 E. SIX FORKS ROAD, SUITE 200 NC License
RALEIGH, NC 27609 Number C-1554
��,���
T- PC Sta.39+00�
M � s
P �< DOCUMENT NOT NSIDERED FINAL
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� � , �� �, rt �- � - - _
= r-, iDEN � — - �
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� � � �E�— � __ _ - ' - � - D 6REV POT Sta. l0 00.0
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� � - �—� �— � �� SEE TCP PLANS � �� �
�
� PROP.T..EMsP�.,G�U�DP I .. .lwL �i�� � �� I ���
� cur taPPaox� -,-,�'. "' � 9 � � �'�,
_ � "f�' � �_ � ���o � �;� �
�
�� � � � � � �� I �
� Q
G � J ���\P � �1= ��I I w `. �; - + j i �
N Q � 6.z � � � � � � � -L- SC Sta.309+79.68 4 � � �,�
m �
N N C
z � s � z4� �MP I ,� � P � W A �v -
U -
' �,
�„ � ���� � _ -_ + - A 4, � �`� il l
o �� � � ta. i + h �
g ,� z -LDET - -L_DET - �i � N° � �°' � �
l 51�� l Sta O+g��� �
�'�� �1 � � � -
�" \� I � I D=�09 50�" �LTI �- 2 5/' 532"�RTI I �� � /
oNz � �
" s C. L 506.53' L 323.88' � �
��" `� � � � T- 256.17' T= 162.30' � n w
�"�' SEE SHEET 2/1-3 FOR -LGET i YPIClIL SECTION ��' A R= I,376.00' R= 2.000.00' �� �� SEE SHEET 28-4 FOR -LDET- PROFILE
�.
,i���� � mi �;`� Ro = EXISTING''�� Ro = EXISTING ��,n I
�s�n

r _� D C�_ L O C H N E R PROIECT REFERENCE NO. SHEET NO.
cv . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H. W. LOCHNER, INC. R—ZC�._�� �ZB—J
�,, � 2840 PLAZA PLACE, $UITE 202 ROADWAY DESIGN HYDRAULICS
� � RALEIGH, NC 27612 NC License ENGINEER ENGINEER
� � � � � � [phone] No�.,ber F-0159
� � � � � 343 E. SIX FORKS ROAD, SUITE 200 NC License
...... .... .. ....... ....... ........ ...... ..._... ....... ....... ...... ....... ....... ....... ....... . ..... ....... ...... ...,... ...,... .... .. . ..... RALEIGH, NC 27609 NomberC-1554
. . i . . . . . . . . . . . .. ,, �. ��..
... . .... —._ ........ . ..... .. .. .... .'i... ....... .. .. ... ... .. .. .. ......... ......... .... .... .. ..... ....... ...... . .... ... .. .... . ..�.. ....�.. . ..... ... .. ..... '.... ..�... . ..... '..
'� � � ' � � � � � � � � � � � ' DOCUMENT NOT CONSIDERED FINAL
� � � � � � � � � � UNLESS ALL SIGNATURES COMPLETED
Pl = 18+60.00
EL = 3.074.9P
VC = 480'
Pl = 13+60.00 K = 69
3,080 EL = 3.069.23' SSD = 386' ' ' 3,080
VC = 350'
K = 50 ---� 1%
SSD = 327' � �_ � ^ � 88i
. -- ____ •
3,070 -- _ --- c+��. i,c ,_�� _-- /�--- _- i - 3 070
. i _
'I _ _ , k)a�89�/° � �''� _ i EL = 3,044.60' ,
r VC = l50'
' _
`—_ � � ' Ek�sr� � �\ K l4l
3,060 ,�ccin� �� �E ' r,RouN� �.\ sso = ioas� 3,060
LD�T STII. �10+0 -.00 � � � � � � —�
_FL =� 5,0 9.75'��, ��� � � � ��� � � � �— —��� / ���
- �\
3,050 , , . , , r �5�2e8i 3,050
��
3,040 _ . �I � I _ 3,040
3,030 _ _ 3,030
� � � � � � SEE SHEET 2B-1 FOR -LDET- PLAN VIEW
10 11 12 13 14 15 16 17 18 19 20 21 22 23
P, = 23�80.00 -L D ET- ��Rw�r F;� - > �. ,; � � :, : � ,:, -D RW2 TEMP-
EL = 3,044.60' rL -= _.l��e�l' 6qp� ° _
3 050 KC= ia50 ' 3 050 P�c,,�osEc� c�rnc�E �'�k��
��,r�_ SSD = 1088' \
�� EXIS�INC � �
GROUND ` /
��� _ Pl = 26+00.00 _ --- .
r��s828 . �6g� • �� EL = 3.029.43" > i
3 040 8• 2i � vc = isa 3 040 —
�— K=233 � .
: \� EL = 3.020.06' : i 1k��59 I
3 030 �'� 8 vc - i5o� � 3 030 �
� i K = l50 ���
ji / 162Sj� 1 1 !
.
. YiSi ING i �. �. �.. �.. �. �. �.. �.. �. : �. �. �.
3 020 rr�ouNo r' .2 . 3 020
° r'l5•2S^ \` xisrrtie _..-- ---'�
. . . . . �. . . . . . . �. . . . �. . . . _ . . . � % � . . . . . :�. . �. . . . I� . �. . . . �. . . . �. . . . �. . . . �. . . . � 9Rn( (ND � � i � �. �.
�. �. �. �. �. .. . . . . .- . - � � . . .
3 O10 3 O10 �
ROPosEr RnaE' ' ' I ' � �+ 5.
�
i
--- _
_ _ _ _ _ _ _ _ _ . _ _ � �\� _
3 000 3 000 i'l''
: � k�
_ �
�
_ : _ � i _
� j I � Pl = 12+79.42 %
� 2 990 � � � � � � 2 990 � � � E� = 3.072.20' � i � P�ro,�osEo cr��oE �
'� �� �� VC = l75' ��
N
' BEGiN _. RAnE K = l0 _�
� _
1 �
`L 2 980 2 980 �kv�� r�M�- sr . io+��.�o —
�� - s, 6�e2b� ---'—
� �—�'� / '��
� 1
�' �� ���•
�L 2 970 2 970 ,,
��' �
�� ' �+)2.246 % �� +l •
�-- � I
�' 2 960 sEE sHEEr 2Q i For� -�o�- P��N viEvd 2 960 sEE sHEEr 2e i Fo� ar�w2rEM� r��,�N viEw
,�
��� 24 25 26 27 28 29 30 10 11 12 13 14 15 16
��r

P, = 3,�6°.°° -L D ET_ L O C H N E R PROIECT REFERENCE NO SHEET NO.
EL = 2.998.52' R-2���5C 26-4
� � H. W. LOCHNER, INC.
. VC =�,SO� � 2840 PLAZA PLACE, $UITE 202 ROADWAY DESIGN HYDRAULICS
RALEIGH, NC 27612 NC License ENGINEER ENGINEER
K=35/
[phone] N��.,ber F-0159
SSD = 2596' Pl = 33+10.00
EL = 2.990.00'
. ....... ........ . VC = ISO� ....... ....... ...... ....... ....... ....... ....... . ..... ....... ...... ...�,. . ...�,... .... .. . ..... RALEIGHINC 27609 AD,SUITE 20 No berC�1554
K = /76
3 OOO �52525° SSD = 1342'
\\, JS os/
��\^\ ,�56Bos/
2 �%�%O � � � � � � � � � � � ' DOCUMENT NOT CONSIDERED FINAL
\ UNLESS ALL SIGNATURES COMPLETED
'. . . . �. \\\ 22% . . . '. �. . . '. �. �. '. . �.
. ... . . .. .. . .. .. . �. . ... .. . ... .. . .... ....... ..... . ... .. . ... .. . .. .. . . ... .. . ... . , .. .. , . ... . _...
. . �. � � ,. . . . �.
�. . . . \ . . . �, . . . . . �, . .
2 980 2 980
�_ ___\ ,_ _��\
�
— \_ J� � ,\___ _ _ _ _ _ _ _ _
�
2 970 �,� 2 970
�� �� �� � Fxisr�Nc � � � �
��;ouN� �
�
-- ---
_ _ _ _ _ _ _ _ _ _ _ _ _
�
2 960 '� I '� \ �Rn osEa ��Fl F 2 960
�� Pl = 42+35.00
�-- EL = 2.929.58'
2 950 ' —�. vc = a9o� 2 950
� K=32
—�
�`
_ _ ������ �� -
2 940 i� i�� � , 2 940
, , � ,
' . , �
, ��-..
2 930 � i�6s � :129`'�° 2 930
_ _ _ _ _ __ __ _ _ _
2 920 � � � � sEE s�1Ecr 2e-2 �oR -�_ocr- P�N viEw 2 920
30 31 32 33 34 35 36 37 38 39 40 41 42 43
-L DET- ty,ST;,ti,�„ _DRW5TEMP-
����N � �-
3 O10 _ __ _ _ _ _ EN� ckAi�r __„ � 3 O10 ��21�'��I �, �/ _
. .� °� � �/ Pl = 10+45.00
El 2,994.4 ' 0 ` +1 • �
_ __ _ Pl= 50+25.00 x`1; LDH�1._� �,� EL = 2.987.24'
r �-� ,
� EL = 2.990.87' � ��� � �a� �ti�- �/,e i1+;�9.45 VC = 25'
�> t��.OF�' K = 3
3 000 VC = 460' 3 000 (+120.0 23% r, �---
u.
Pl = 50+25.00 K= 90 �f �lN ��; ;r
EL = 2,990.87' SSD = 44/' � r„a- ti�
� � C �'W 5T � STA. 10+0�� �0
� � � � � � VC = 460' l )1.5216% �- i - �,� � t.79'
2 990 ' ' K= 90 2 990 �EE sHEEr 2Q � Fo� or�wSrEM�- ��N viEw
� SSD = 44Y �+)6� � 1 11
ExisriNr,
�,R��N� D RW3TEMP-
2 98� EL =42.966.68' +yb2g�/ 2 980 ��.
VC = 200, �in %RA E
� � � K = 95 � � � � � -GP,W3TEi P- STA. 2+90.00 i �
SSD = 6/4' � L= 3,1�, .6%'
2 970 90% � 2 970 ��°
� , , �
: _ 72g5`�• . __ _ __ e�r;iNs � Rf1DE �
� � � —� � • —� � �Hw_i �M�— �i�� �. io+�;�.5c, � �x � �
�--- E� � = 3, ,�ie�r
2 960 Pi = 42+35.00 � ' ' 2 960
K = 2.929.58' i
VC = 490, � E,risTiNG �. � �� �� ��
K= 32 / � . , . �R�iiNu \. i
,
2 950 � ��� � �_ _ �� �� �� II � � �� � � 2 950 �� � � � —�'-- '�� Pr�oFrsFo 6Rv�-
� - � -�
�. �� i
�
J __,-- ' � \�e
2 940 ''� 295/. 2 940 i `��'�
� / ,
i
2 930 2 930 . � �+)5. 030� EL =�3.06�83'
--'
VC = l30'
�� K = 6
2 92O � � SEE SHEET 2L3��2 FOR -LDET� PLAN VIEW ���� � � SFE SHEET 2L3���lFOR � DRW3TFMP � PLlIN VIEW
43 44 45 46 47 48 49 50 51 52 10 11 12

_L �O� _ L O C H N E R PROIE� REFERENCE NO SHE� NLJO.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H. W. LOCHNER, INC. �,._�,�
. . � 2840 PLAZA PLACE,SUITE 202 ROADWAY DESIGN HYDRAULICS
� � RALEIGH, NC 27612 NC License ENGINEER ENGINEER
� � � � � � [phone] No�.,ber F-0159
� � � � � 343 E. SIX FORKS ROAD, SUITE 200 NC License
...... .... .. ....... ....... ........ ...... ..._... ....... ....... ...... ....... ....... ....... ....... . ..... ....... ...... ...,... ...,... .... .. . ..... RALEIGH, NC 27609 NomberC-1554
. . i . . . . . . . . . . . .. ,, �. ��..
... . .... —._ ........ . ..... .. .. .... .'i... ....... .. .. ... ... .. .. .. ......... ......... .... .... .. ..... ....... ...... . .... ... .. .... . ..�.. ....�.. . ..... ... .. ..... '.... ..�... . ..... '..
'� � � ' � � � � � � � � � � � ' DOCUMENT NOT CONSIDERED FINAL
� � � � � � � � � � UNLESS ALL SIGNATURES COMPLETED
FP C? C-r?ADF
� � L XOl � ST . 20 �55.0 �
� _
Pl = 18+70.00
EL = 3.0/l.12' ���
L�� ,i iNr �_�^� VC = 200, �i ��\
�� BEGIN GR ,DE � � vR�� vD ;��i �� K= l06 �
SSD = 674'
- _ - i. +U. _ � i
� GL = 3,0/ e23' �� � ��'� � � � � �� �� �
Pl - 12+30.00 _ _ - /^\ � �\\ / � _ _ i _
- � � ��
EL - 3.006.54' I PI - 14+60.00
VC = 225' EL = 3.00478' I �\_ � ' I
K= l09 VC = 225' �� ��%
K = 97 I
-"— —_ I (+11.5472 f-I 3325%
�-1283 3/ � J0J666% ----- �
---- 70.76Sb.T —(+T� T.'— -- —�
PROFQSED GRAQE
�I i
I I
I
� � � � � � SEE SHEET 2E7-5 FOR -LXOI- PLAN VIEW
10 11 12 13 14 15 16 17 18 19 20
-L X03-
_ __ __ _ _ _ _ _ __ _ _--- . __ _ _ . _ _ _ _
: . . . . ��,
� �_ I� _ I'� _
_ _ FNG L l?/1DE ___ . _
__ _ .
�� � �� � � � �� � � �-DR' EB-�STA. 16+45.77 � � � � � � � �� � � �
3�'77 ,
hFGIN (;K ^!�E . i . i i
-LXOS TA. lOtO °00 I , �� � '� � �
FL = 5.0 ( �.-l�i' � � � � � � � � � � � � � � � � �
Pl = 12+00.00 Pl = 13+30.00 ��I I�
Pl = 10+85.00 EL = 3.070.84' EL = 3.07374' .
EL = 3.0702/' VC = l65' VC = 90'
VC = 50'
K=98 K=95
K = l55 (+ 7 7%
( J 8Z� -- —
�+) 3 7% _—
— ----
(+)0.8 0 % +10.5478°. _ li
---- ----- ---'� EytS7iNc � � �
G�oUNG \ PPo USED GRA E
� � � � � � � StE SHEET 28-5 FOR -LX03- PLAN VIEW
10 11 12 13 14 15 16

DET AlL SHOW lNG
lNT ERSECT lON OF -L -(US 22/) AT -YIREV - LEMLY ROAD (SR
& -Y2- lVY LANE
no
50' 0' 50' 100'
����
��
o ro z5�
�o� (ENGLISH)
a� .
H. W. LOCHNER, INC.
2840 PLAZA PLACE, SUITE 202
RALEIGH, NC 27612 NC
[phone] NvR,be�
C�NTB
/2/6) 343 E SIX FORKS ROAD, SUITE 200
RALEIGH, NC 27609 Na ber
-L - -Y2 - -Y2 -
ls Sto 6+ J / to 2 9+ . ls to +. l ta ll+ .28 / Sta l+22.8
Bs = 9' 02' 48J" �= 59° 55' S0.5" �LT I 6s =% 06' 29.2" 0= B5' /7' 207" (RT J p= 42' 44' 42.0" (LT l
Ls = 420.00' D= 4' l8' 28.6" Ls - 330.00' D- 47° 44' 473" D- 47° 44' 473"
LT = 280.37' L= 1.39/.l6' LT = 220.18' L= 178.63' L= 89.52'
ST = 140.33' T= 766.80' ST = 110.16' T= 110.52' T= 46.96'
R= 1,330.00' R= 120.00' R= 120.00'
SE = 06 SE = 06 SE = 04
Ro = As Slbwn Ro = As Shown Ro = As Shown
PROIECT REFERENCE NO. SHEET NO.
1i-29�.7C 2L�-7
RNJ SHEET NO.
ROA�WAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
scE �i�ccr � FOR ROA�wAr P�nN view

� L O C H N E R PROIECT REFERENCE NO SHEET NO.
�
H. W. LOCHNER, INC. � � "��' �-� `
r�
2840 PLAZA PLACE, SUITE 202 Rnv SHEET NO.
RALEIGH, NC 27612 NC lfcense ROA�WAY DESIGN
[phone] N�mber F-0159 ENGINEER
C�NTB
343 E. SIX FORKS ROAD, SUITE 200 NC Li<ense
RALEIGH, NC 27609 Nomber C-1554
DET AlL SHOW lNG DET AlL SHOW lNG DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
lNT ERSECT lON OF -L -(US 22/) AT lNT ERSECT lON 0� -L -(US 22/) AT
-Y4- WINDY HILL ROAD (SR 1169) JUG HANDLES
O + � N
� M �
t +7
v�
1�
d
50'R _ 1e375'R 54'
�2.5'F? +g/.2S +20.00 s. lNC �
+30.00���, �`
+5L53 � � �► ��, u. �c
o � ��, o. +
��� � --
� o � g.
� N ', o
0
� �_ i � � r � � „
� � � � � rJ � . ��. , �o � �� �+Fi 5 C'0 � / �� � h(r/� i
� m o
i � �n 1 L
�VI 2'-9" C� � - � _ � � L �� c.i,� � � �� m =� � � -i v � �1 �o�e6/
� N � Z UO 1�2.�5 i
; ca +� l.� ni, � d I h � ��r r, 54' +� � �ig" -S R
� a- � C
2._r���C&G I.03 _ + �N �N T
, Zo �� o c� � +19.20 � 50' �� rh 5eQ0 N � �+ , �
0
�
� � ,� � + ��� n [JN�F�R�� �� �+�0/.32 +08.65 � �u� � -L- 7�°c��� �\ � � ��.v,i +35.65
�� oz �� �-
}�
�' N L �
� �,` �'� •m � CrI o 60-180 �s _ 0 3 7 0�
� �� 7
� 6' OFl SET � N 26° 0' 35.7" �� /,R � r�° cac �; �
� 200'UNIFORIIq TAPER � th" � � o �{�18J8 f`�r �� N 122.00 �� t 8.8/ � t55e02 +1�.80 �
+ �Oi 00 �, � _ l80'
oi � _ �,
�� i� 1.375'R c�
--- + _ y +80.00
� 43.99 N z� _- d t�24.00- g c':
oz � +48.64 - - a. + � e� +
180-60-180 +5 � � � �
6'OFFSET ��PS 4' PS_ � � +o
— - / 79,97 `
-/ � o
o�w �
�� �
� I � `
'V
/�,q� y ' c O 8�
co a,� N � �RS 3�
RS � N
�
M
� � -L- ST Sto.3/5+22.30
- z
�
m
N
0
s
`� 0 5" Monolithic lslond 0 5" Monolithic lslond
� - -
� -- Pls Sto 308+89.70 Pl Sto 3/l+16.1/ Pls Sta 3/3+ 2.33
N ls Sta 29 + 0 / ta 02+1 .3 /s ta 0+ 6s = 2' 55' 07.8" �= 5' 53' 40.2" fRTI 6s = 2° 55' 07.8"
� 6s = 5° 50' 08.5" �_ ll° 44' 0/.8" (LT J Bs = 5' S0' 08.5" Ls = 270.00' D= 2' 09' 43.6" Ls = 270.00'
� o Ls = 330.00' D= 3' 32' 12.4" Ls = 330.00' LT = 180.02' L= 272.63' LT = 180.02'
,� 50' 0' 50' 100' LT = 220.12' L= 33/.77' LT = 220.12' 50' 0' S0' 100'
=�� ST = 90.02' T=/36.43' ST = 90.02'
�' ST = 110.1/' T=/66.47' ST = 110.1/' R= 2.650.00'
o ro - R = �.620.00' - - - SE = 05
� 0 25� SE = 06 25� Ro = As Sipwn
��� ( E N G LI S H) Ro = as sn�w� sEE sflccr a �o,� ,�oAowAr F��uv vicw ( E N G LI S H) �cE sf�ccrs R& 9 ro,� Ro �v�✓Ar F�AN viEw
��

� L O C H N E R PROIECT REFERENCE NO SHEET NO.
�
H. W. LOCHNER, INC. � � "��' - �
�
2840 PLAZA PLACE, SUITE 202 Rnv SHEET NO.
RALEIGH, NC 27612 NC lfcense ROA�WAY DESIGN
[phone] N�mber F-0159 ENGINEER
C�NTB
343 E. SIX FORKS ROAD, SUITE 200 NC Li<ense
RALEIGH, NC 27609 Nomber C-1554
DET AlL SHOW lNG DET AlL SHOW lNG
lNT ERSECT lON OF -L (US 22/) AT /N l �RSEC l ION O� —L (US 22/) AT DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-Y5 - GRANDFAT HER PINES DRIV E& -Y7 - W AT ER T ANK ROAD (SR 1177)
-Y6 - RAILROAD GRADE ROAD (SR 1106)
-Y - P t ll+ l
�
� �
0
�
m
�q�\� -L- POS Sto.352+70.64=
Y- P t l+ 7 � coRs 3� -Y7- POT Sta. 10+00.00
� -- t l+l 7 -- T t 4+l
-Y6- l CO STR CTlO ��O �
-Y - P T t l+ RAILROAD GRADE RD -Y - to. l�. co,ps 3
5�
p,4 � '� N /.375'R
`L 20' R � ° +80v00�
p� k6gj2 ��g12�� � ����R +50'R
'(5 9`Z Z o R� +9� 8� \ V_ ��
� 20� ,q k32;65 �
� �� oe �� � � 35. 32' 27.4„
STON _ _
� l 0'TAPER (0'�R2�J �o� � 05 PT Sta. 15+08.57 s� ��,� �� � z�-g'c�c �
k��F L� � i __— ,, 15 2,_g� C&G �o. ���
\ _
o � 1
t9�82 "a- �5�°� � � ��
17=40' (79e5' LT),� � � ��� . - z.os , - - /'H � �= —
�� s�R�� c �� i� � _ � �+4/.80 -� N +
�v, o 'v� � �2 �% �► �� - � � �
� � T58e6� �2 ui �' +`?�00 '�. ��► � i+ �2 r-'°
+b9.20-� .A � t9839 ��y � s ��' 55' INC +
z'-g� &c � � +�9.95 ���,� � +35v00 �-e• cac � �° o� �o.
� +68J. , � ti, 5" g5 � � 100' T� PER
�, z-9°cac -L- 26'00'35J" � �r (12' �
N 26' 00' 35.7" W i. � cv
� � N � � /e375'�` - ' z-9° cac + +
� � �+�0.00 � 00' UNIFORM TAP N
oz � � kg� �9 +52.69
�v� -L- POT Sta. 33/+10.00= �c� + 99 �� 5.5 0 FSET
� -Y6- POT Sta. /5+99.6/ kq2�50 - k �g6
"' +82.57 � -L- POT Sta.327+20.7/= R� :s
�
°� 8869 R=50' � -YS- POT Sta. 10+00.00 �
+ R=50' +
0�
� kg�.
Q . N?
+16.96 �
W�o`so_
2 -Y6- -Y6- oti ' ��
� Pl Sto 11+29.67 Pl Sta 13+89.57
�= 2% 27' 20.2" �RTJ p= 95° 02' 44.9" �RTJ k� °� ,ory ta {-Y7-
� `� � M D= 44' 04' 25.2" D= 2T l7' 0/.3" o •
- � cv L= 62.29' L= 348.36' 2 0 0�
� Q T= 3/76' T= 229.36' �'
� p p R= 130.00' R= 2/0.00' �'
� = t� SE = EXIST. SE _ .06
� �1O 0 5" Monolithic lsland 0 5" Monolithic lslond
_
��
�
� Pls Sta 3 7+ 5.83 Pl Sta 350+00. 2 Pls Sta 352+5 .7/
� 6s = l° 48' 02.6" 4= 5' S5' 46.5" �LT J 6s = l° 48' 02.6"
'� �,� 50' 0' 50' 100' 50' 0' S0' �ap� Ls = 220.00' D= l° 38' l33" Ls = 220.00'
LT = 146.67' L= 362.22' LT =/46.67'
�,`% ST = 73.34' T= l8/.27' ST = 73.34'
o ro - - - - R = 3.500.00'
� 3 25' 25' SE = 04
� o�, Ro = As Si�Wn
�� ( E N G LI S H) sct �;� cr� 9� io FOR ROAowAY P� aN views ( E N G LI S H) scE s��iecr ii ro� PoN ��v✓Ar P�AN vicw
��

� L O C H N E R PROIECT REFERENCE NO SHEET NO.
�
H. W. LOCHNER, INC. ���"��' Ga�'
c
2840 PLAZA PLACE, SUITE 202 Rnv SHEET NO.
RALEIGH, NC 27612 NC lfcense ROA�WAY DESIGN
[phone] N�mber F-0159 ENGINEER
C�NTB
343 E. SIX FORKS ROAD, SUITE 200 NC Li<ense
RALEIGH, NC 27609 Nomber C-1554
DET AlL SHOW lNG DET AlL SHOW lNG DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES GOMPLETED
lNT ERSECT lON OF -L -(US 22/) AT lNT ERSECT lON OF -L -(US 22/) AT
-YBREV - lRA JORDAN ROAD & -Yl0 - JOE OW ENS ROAD (SR l2/0)
-Y9REV - PAUL GOODMAN ROAD (SR 1178) &-Yll - LAUREL RIDGE ROAD
- ,- f
�,�
� _�,- � _ -� °� _.
-Y//-
LAUREL RIDGE RD `�
NAD 83� -�- cs sto. 3� + ,� ,
�,
\,;.
CORS '" - - +
-Y R - P t ll+ - -- f
v�\
BE
Gl CO STRUCTlO o �� W`� ���� � Nz �
25�'�' � �n
- - o . �,� ro
I �� �i � t30e16
r� �m rrP. ui�ra, o IN� � _$ Q o -L- POT Sto.384+00.00=
-rs� r� srA.io o� cr. �8�5- ��l-_ � N -Y//- POT Sto. /7+63.83
_ � �N� � � � �j� �R���� �
o �� �� i � � �� x � � -L- ST Sta. 38/+29.09 +78e33 +; B.3_�
� Y � �_� 0 28��?�� � a�� o R=50' � az R-�O'
✓O/� / R=2� ) �,>� o ` / N �. � a
Oq,y R� � � \ � � � �
s � �
d� 033
�2�.1{9 �T� � � /�
vi ri,� � � N � �
r ��-_ [NO �XP.GUTTCF,'
+50.00� rqP�k _c� sra3�s+oa �r. , ' 8' l7. " -L-
� �
� _�
- ' d o� � �
� � N
I �' � �,_9, csc - - - P t 7 + 3= o � -
03
9 0. +�
- � &G � 1�i I ' � � - - � v� o�, cv i � � ,
%
-" � I�"� � O ON Ik z . s O
o � c��r� p� �c7a � R�
'`t � � � �++ v -_7u�j8s+
N o � �' ' =' /NC + � =
/ Z� � 2
- P t 4+ �'
v, -Y9REV- POT Sto. 10+00.00 � �� 05 � x�A���, �'�o° 24'TAPCR� �
� '= -� p�� x' +05.00 Ex' _ - _ t + 44 =
4 + �b
0. +
-Y R - P t l+7 ,� g�� �
� k� oe f`
'� " � -Y9REV- Pq�L �i
+ a� �� � �,�� ����'�qN,Q� w -Y10- PC Sta. 11+82.89 -- T t + l l
���, UNIFORM T�P R � 8 OFFSE� X� TS��� TR Tl N
q'O�,p �/ � -Y10- POT Sta. 11+05.00 m �
� QOe 8
'r`r � JOE O�ENS RD
(Sh' /2/OJ
-Y R - PR t l +47
�
0 Pls Sta 370+83.�5 Pl Sta �+g8.67 Pls Sto 379+09.17 Pl Sta 11+35.3/ YBREVPI Sto 12+39.94 �S)o +7b3 -Y R - o�_
= 6s = 4' 43' 36.8' 0=/7° 20' 487" (LT J 6s = 4' 43' 36.8" p= 4% 3T 44.8" �LTJ p= 92° 44' 35.0" fRT1 �= 75° 58' 03.6" �LTI �= 80° 55' 23.2" (RTJ
� Ls = 330.00' D= 2° 5/' 53.2" Ls = 330.00' D- 4 4° 0 4' 2 5. 2" D- 2 4° 4 8' l 2. 1" Pl Sto 12+50.20 Pl Sto 15+57. 9
N LT = 220.08' L= 605.52' LT = 220.08' D= 7/' 37' I1.0" D= 8l° 5/' 04.0" - - p= 4/' 00' 28.4" �RTI 4= 5i 38' 33.8" �LTI
- ST = 110.07' T= 305.09' ST = 110.07' L= 66.50' L= 113.3/' L= 172.37' L= 326.26' D= 3/' 49' S1.6" D= 5% l7' 44.8"
� R= 2.000.00' T= 353/' T= 73.43' T= l0/.5/' T= 197.02'
L = 128.83' L = 100.6/'
� R= l3.00' R= 23/.00' R= 100.00'
� Ro = A� ShoWn R= 80.00' R= 70.00' SE = 86 SE = 06 T= 67.3/' T 55.02'
N SE = 02 SE = 02 Ro = 97.00' Ro = 109.00' R= 180.00'
� 50' 0' S0' 700' Ro = As Shown Ro = As Shown 50' 0' S0' 100' SE = EXIST. Ro = 65.00'
�o
����
��
o ro 25' 25'
Q�� (ENGLISH) _ (ENGLISH)
SEE SNEET ;_� FOR ROADWlIY PL/IN VIEiN SEE SHEET l4 FOR RDADI�✓!�Y PLAN VIEV✓
Nc�

� L O C H N E R PROIECT REFERENCE NO SHEET NO.
�
H. W. LOCHNER, INC. � � "��' - �
�
2840 PLAZA PLACE, SUITE 202 Rnv SHEET NO.
RALEIGH, NC 27612 NC lfcense ROA�WAY DESIGN
[phone] N�mber F-0159 ENGINEER
C�NTB
343 E. SIX FORKS ROAD, SUITE 200 NC Li<ense
RALEIGH, NC 27609 Nomber C-1554
DET AlL SHOW lNG DET AlL SHOW lNG UNLESS ALL S GNATURESECOMPLETED
lNT ERSECT lON OF -L -(US 22/) AT JUG HANDLES lNT ERSECT lON OF -L -(US 22/) AT JUG HANDLE
M
V
�
O �
�
—L — ST Stao 464 f44o02
Nqp�/ BEGIN TlP PROJECT R-29/5D LA
Cp� 8� —L — ST Sta, 464 f44,02
-L- CS Sto.46/+69.02
P
"Q
�
R� O �h�
�,a `�, �_ R-;r, �
TRU Tl R— 9/
�,� *� � �� �+5�e3� � V� —L— POT Sta, 6 +60.00
�/ +08ab0 � o
� �d�5/el�g �f26v0U �/_R=20' ,�5'lN � c
� // +18.65 � o }
w � l80' = 58' R � + � + "' ' - - +
H=�; � � �
� � f ° ��? � R=1e375' � � � �n �occ � +73.16 � . �
� � �, +95vU0 a�r j ' � +05.00 r� � � � O " l?-50'
� �° cas � � � - 67 �
� �i — - 28° 34' S35 r A cac � � -- o� !80' �63. ^'R.
--
e �, cxc -L- �, — o-_� er � � �_ ; o. +40.00- �
�v �► ' N +05.02 � � �c " 9 �c� � I + � +3�97 � o� ' �
R=1�375'� �
+95.00 � � 58' R �+ l�Q' � � � � � _� d� ��� � _ +i� i in i
� R 50' +� � � ' —L- ,
74. 0 +413.35 � �, -��'� �►
v' R=20� �- �q_� ,.� � b ��
� +t3/.34 � �. s�.'; a s o
7 l�^�
o 'g } � R=�e.J7J�� l. o
6, `5.0J � �1
.w \1 cr
�l -
� �=/00' � �o +02 3� &
+9/e39 & END SB6 No �l 25.00 �
t4/e64 -L- STA.43/+50.00 H7
BEGIN SBG �
-L- ST�.429tg5°00 RT �i�� 8
cORs 3
^ 0 5" tilonolithic lslond 0 5" Monolithic lslond
��
�
N
0
s
��
" -L-
�
N Pls Sto 455+79.18 Pl Sto 459+20.50 Pls Sto 462+6070
� Bs = 2° 37' 33.8" 4= 9' 30' S3.1" fLTJ 6s = 2° 37' 33.8"
'� ° 50' 0' 50' 100' 50' 0' S0' 100' Ls = 275.00' D= l° 54' 35.5" Ls = 275.00'
���.� , LT = 183.35' L= 498J9' LT = 183.35'
�� ST = 9/.69' T= 249.67' ST = 91.69'
R = 3.000.00'
� � 25� - - - �� � - SE _ .05
a�� ( E N G LI S H) scE �r�ecr i� roR Ro,a�vAr P�AN viEw ( E N G LI S H) R° = see Pi°"s
sEc si�Ecr 2o Fo�r ROAc>wA� P�AN viEw
��

�
�
�
Pipe Outlet
PREFORMED SCOUR HOLE
*NOT TO SCALE
PLAN VI EW
Square Prefori
Scour Hole (P�
(Rip Rap in basin
not shown for clarit�
INFLOW
SECTION A-A
,c�� PIPE (d = � 15" OR 18")
\�o�c�
,
; A � � � PSRM
LINER: CLASS B RIPRAP / � B —
WITH GEOTEXTILE
�
��
/
�
MIN. 1' TUCK
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
A
NATURAL
GROUND
STA.
-L- 304 + 40 LT
-L- 352 + 50 LT
-L- 371 + 50 LT
-L- 377 + 35 RT
-L- 379+15 RT
—Y9 REV— 14 + 00 LT
-L- 382 + 75 RT
-L- 391 +50 RT
-L- 398 + 00 RT
-L- 404 + 00 RT
-L- 406 + 00 RT
-L- 430 + 50 RT
-L- 452 + 75 RT
-L- 456 + 70 RT
B
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
W
4'
4'
4'
4'
4'
4'
4'
4'
4'
4'
4'
4'
4'
4'
D
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
d
18"
18"
18"
15"
15"
18"
15"
15"
15"
15"
18"
15"
18"
15"

s�o
i'Q�
L�
f�
S
3
STEEL BEAA� GUARORAIL
SEE ROADH+.41' 7�1'PICALS FOR
G1/TTER,CURB ANp GUfTER
��
ara�tarc
FACE4.�-5.1lIr., � �
� !' �l.E�1RANCE 1llN
SN(NJlDER QR 8Ef?Af "
BREAK PO�N� fiOP OF SLQPFJ
� 'i+, rg �.u�.ss rv s�r�cr uar�Ria� r,aec�
0 0
6 0
D
��oob �
\
•
�
�
� � - \ ,.
SELECT MATERIAL CLA55 VI!
CONSTF?UCT WITH 3' LIFiS, MAX.
BENCH EXISTING SLOPF PER STANDARD SPECIFfCAT10NS
NOT ES:
« USE SELECT MATERi.�L CL,4SS v�r TO GONSTRUCT ,4LL F�LLS
WNICN ARE 1.5:11H:VJ AS SHOWN ON PLANS.
21 FlLL VDII?S AT THE TOP OF FlLL WlTH CLASS IV SELECT
MATERlAL �ABC: PR��;�f� TO C4NSTRUCTIQN OF R�ADWAY SUBGRADE.
31 FOR TOE BENCNING SEE SPECIAL PROVISION
41 CONST RUGT WIT H 3' LIFT �, MAX.
� ���
� F'<<
`�'o
�`\ ���
� . . �`
roE BFrvcxiN�
SEE SPECIAL PROVISIDN
R�CK �MBANKM�NT �YPICAL
N.TS,
TYPICAL FOR ALL FIL� SLOPES 1.5;1 �H:V1
AS SHOWN ON PLANS
(�P��i.�
,d `� s Fr �e �
+y' �wwqw
OR �tS OMOELYEU BY E�tEER
ORIGIl�'AL GRQUND
\
�
\
\
�
�
�
�

[)c : ail for I emporary Contair�rr�ent of
Contamincted So�l
ioa '�'lasic Cover Sheeting
( L ayerg minimumo 10 mil thick)
Not necessary if leachate collection &
trec�tment systen� is installed
Land
SJI"1 JCP
C�-o�s-Section View
Underlinere
fa) Minimum of I �ayer910 mil thick plastic,
K= I x 10 -' cm/sec, or
(b) Minimum of I foot thick clayey soil,
K = I x 10 -�cm/sec
Weight \
(IT plcstic cover is used) � � o 0 0 � ° o
�
� - o ° o o � _
\
� � � � � � � � � �
0 0
0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
� � � o 0 0 � o 0
� o
� o , o o ° o
0
, o o � o 0
_ I. L L L L L L L L L I I I I_ I_ _ _ I_ I_ I_ L 1 L L L L L IJJJJ i u� i_IJJJ_ i i i�l�
Strav� �alc Bei m
�,
� ��
- --______
\��
��
� �
Map View
�
Contaminated Soils
�
Plastic Sheeting
NOT�o
The Contractor shall stockpile all
contaminated soil excavated from a
property in a location within
-I-he property boundaries of 1��he source
parcele If the volume of contaminated
material exceeds available space on
siteg the Contractor shall c�btain a
permit from the NCDENR UST Section for
off-site temporary storageo
Contaminated Soils
Berm
(Straw hales, e�rfih, etcJ
Weigh�r

�' COMPUTED BY:B. BOLIMAN DATE: 04-20-16 � DOCUMENT NOT CONSIDERED FINAL PROJECT REFERENCE NO. SHEET NO.
6 � ( � - (
d. cHecKE� BY: e. en50N oAie: Oa-2t-76 � UNLESS ALL SIGNATURES COMPLETED /; -�9/5C ,SB-1
� REVISED BY� D. WHEATLEY DATE: 04-21-16 (� . � d� � _qe %� �� �� .. / / I . � _ � 1 \ / % �. �
'�� �` � Quantities are approximate only. The Resident Engineer will
NOTE: Earthwork quantities are calculated by the Roadway Design Unit. recross-section the work accurately when the project is staked
These earthwork quantities are based in part on subsurface data S UMMAR Y OF EAR THWORI� out. These cross-section notes will be used in computing the
provided by the Geotechnical Engineering Unit. IN CUBIC YARDS final quantities for which the contractor will be paid.
m
�
3
w
m
m
S
�
�
�
0
�
EXCAVATI ON
LOCATION TOTAL EMBT+% BORROW TOTAL
UNCLASSIFIED UNDERCUT WASTE
�UMMARY 7
�-�Fr �a.so.00 ro zaa.so.00 932,255 - 65,399 - 66,856
r�REv- iz�aoso ro �ztas.34 58 - 0 - 58
TOTAL SUMMARY # 9 932,3 93 65.399 - 66,9 94
SUMMARY 2
�-Rrcrrr zsafso.00 ro 2s4�s000 150,007 - 9,628 - 148,379
r�a- �otso.�s ro rz�so.00 224 - 3,059 2,835 -
rz- �o�azso ro �4az9s 23,220 - 708 - 22,5 12
��rzn- rot i r. ro ro ro�es.00 106 - 930 24 -
r3- io�4zw ro r3�asoo 467 - 3,972 3,505 -
o�vz- io�s9so ro ���so.00 9,958 - - - 9,958
or,wz- re>so.00 ro n�ss.00 y �g - 3 - 9 95
-ORW3- /Ot3950 TO 12+90.00 �,%3 % ,'rj'� - �,679
o�wa- io�os.00ro r���5.00 44 - 7,094 1,050 -
�Er-Rrcrrr �o�oo.00 ro z4♦zes4 3,9 99 - 37 - 3,852
TOTAL SUMMARY # 2 989,794 - 10,684 7.4 94 186,524
SUMMARY �
�-�Fr za4aso.00 r�o 3�4��so.00 9,850 86,808 84,958 -
�o�ws- ro�=os.00 ro >>*o isa g0 - 899 8 99 �
�� oEr�cE� za.za.qa ro a9�e�sa 4>776 - 8,762 3,986 -
TOTAL SUMMARY n� 6,706 - 96,469 c�9,763 -
SUMMARY 4
�-RrcHr zy4.so.00ros�a�so.00 287,�3&9 - 906,i38 - 989.957
ra- �o�s3�o ro �y>es.eo 20,787 - 95,504 5,283
�oawesEv� >o.ssso ro �4tae.00 94,757 - - � 94,757
� oer-Rrcvr z9fzasa ro a9*eisa 297 - 342 45
TOTAL SUMMARY '* 4 323,730 - 922,58� 45 20 9, 990
SUMMARY 5
�-�Fr 3�a.so.00 ro 3aa.so.00 2, 96 7 - 59,984 57,823 7 1
r�- �4�00.0o ro �s�az�s 578 - 5� 7 - 38
TOTAL SUMMARY � 5 2,739 - 60,525 57,823 49
SUMMARY 6
�-hrcHr 3�atso.00 ro 3aa�so.00 2_83, 122 - 4�7 95 - �75.407
rs- �o�ssss ro �s��5.o0 790 - 1, l2b 335 -
TOTAL SUMMARY '* 6 283,9 92 - 5,84 9 335 278,407
�UMMARY 7
�- cer � 3aa.so.00 ro ���r.w.00 10.034 - 28,%83 98.749 4,035
o�wsa- �o�3eso ro �3�os.00 3,834 - 33 9 - 3,503
ovwee- �ofso.00 ro i�.4s.00 gg3 - 968 - 725
�xo i- ��+oo.00 ro zo�ss.00 3 9, 703 - 2,9 10 - 28, 794
TOTAL SUMMARY '� 7 45,864 - 32, 992 98,749 36,456
SUMMARY 8
����rc� �a4♦so.00 ro na.so.00 329,348 - 2Q787 - 308,56 1
n- �o�szi3 ro �3+so.00 23,945 - 4,327 - 79,621
r9Hev- �0�36.0�+ ro �st�3.ea 80,306 - 764 - 79.542
EXCAVATION
LOCATION UNCLASSIFIED EMBT+% BORROW TOTAL
EXCAVATION UNDERCUT WASTE
oRw�- �o�saso ro �z+is.00 1, 156 9,053 - 103
TOTAL SUMMARY � 8 434,758 - 26,932 - 407,826
SUMMARY 9
�-�Fr �4�so.00 ro ao4♦so.00 927.326 - 4,39 �
rasev- �o�oo.00 ro �zfaa.�o f,g07 - 266
ra�Rev- �o�oo.00 ro ir�so.00 2,486
oRws �o�39so ro i3�oo.00 2.623 - 26
r� r �o�9s.00 ro ���za�3 97,54 9 - 64
aRw r r ro�oa.aa ro r3�oo.00 2, 929 - 60
TOTAL SUMMARY '* 9 9,03 9,525 - 7,293
SUMMARY 90
�-Rrcvr 3�a�so.00 ro ao4�so.00 9, 920 - 9 9,222
r�o- ro��s.6zro ri.os.00 68 - 265
TOTAL SUMMARY tt 10 9,188 - 9 1,487
SUMMARY 99
c-�rr aoa�so.00 ro 43a,s¢oo 920,47 9 - 4,687
7OTAL SUMMARY # 9 1 920,47 7 - 4,6l37
SUMMARY 92
c-azcvr aoa�so.00 ro 43a�so.00 2.593 - 2, 142
r�z- �o�39zz ro �rt3s.00 6 - 228
oRw�3- �a�s4so ro r«oo.o0 2 - 596
TOTAL SUMMARY � 92 2,60 7 2,966
SUMMARY 13
�-i.FFr 4s4.so.00 ro �a�so.00 97,8j / - 94,583
-Y13- 10+50.00T013t19.15 5.�rj� ' J��
-Y15- 12�00.00 TO 79+99.45 �{93 - �,�-�/9
oRw�z- �o�seso ro �z•ao.00 2,327 - -
� ro3- ro�o¢oo ro is�4s.n 682 - 25
T07 AL SUMMARY � 13 906.5 18 - 16,457
SUMMARY l4
�-RrcHr �3�iso.00 ro Qea.so.00 7,7 14 - 3,7�5
r ia �o�ss.s4 ro ���ssoo 67 - 336
7OTAL SUMMARY u' 74 7,781 - �,1 9 9
rorncsuMMaRres >-ia 3,4830900 - 467,627
mss oue ro c�nRrNc a cRueerNc -20,000
L V1L SELECT MA7 TO REP[ACE DORROw
WASTE ZN LIEU OF BORROW
PROJECT TOTALS 3,463,900 - 467.627
SAY 3,46�1,000
SHOULOEk BORROW - l6,760 CY (COl✓TINGEN�Y�
eeNcvrNc excavarroN - r�,aoo cr rcomrrNcemcn
UNDERCU7 EXCAVA770N - 7,000 CY lCON7INGENCYI
DDE - 6.730 CY
-L-,-LDE7-.-Y2-.-Y4-.-Yl-.-YBREV-,-Y9REV-.-Y77-,&Y13-PAVEMEN7 S7RUCiURE VOLUME- 107500 CY
2,486
2,486
922,935
9,64 9
2,597
97,477
2,068
7,026,7 98
1Q902 -
197
1Q299 -
- 9 i 5,7f�4
9 9 5,784
45 9
222 -
594
896 459
856
856
83,28&
4.b` f
2,32 7
6_5%
9'?,91 �
668 287
57/
9i'9 28I
189,566 3,219.522
-20,000
- 32,900 - � 2,900
- 756,666 - 956,666
- 3,00 9„956

`=� COMPUTED BY: B. BOLLMAN DATE:02-19-16 PROIECT REFERENCE NO. SHEET NO.
� CHECKED BY C.YOI(E�EYB EASON _ DATE:0�-0,Q„-16. �'°� �°�°� ��q` ���°�°� (�������� Fi'-G��IJ�C ✓6'-C
�
N ��p �y�yry�1�]�qq-a�](�qyp
llJ/� �1' ����1�' �ll` llllJL`V7llll V'V' eil���
WOVEN WIRE FENCE SUMMARY
SURVEY STATION STATION LOCATION LINEAR q^ pOST 5" POST
LINE LVRVCL FEET
-L-/-Y3- 264+33 11+65 RT 178.81 9 7
-Y3-/-L- 11+65 279+62 LTIRT 1,404.18 90 19
-L- 266+16 279+20 LT 1,223.53 74 25
-L- 279+80 282+70 LT 29722 17 7
-L- 280+22 280+81 RT 59.34 2 4
-L- 281+q1 299+36 RT 1,717.95 109 25
-L- 283+30 292+q0 LT 1,046.10 64 19
-L- 293+00 294+g5 LT 298.86 14 13
-L- 295+45 307+37 LT 1,320.50 77 31
-L- 299+42 300+20 RT 96.57 3 7
-L- 300+80 303+25 RT 293.71 16 10
-L-/-Y4- 303+34 12+00 RT 152.59 7 7
-Y4-� 12+00 12+37 LT/RT 62373 37 13
-DRW6REV-
-L- 307+g7 310+60 LT 269.62 17 4
-L- 311+pd 313+iq LT 19970 12 4
-DRW6REV-I 12+Z3 315+30 LT/RT 285.69 17 7
-L-
-L- 313+74 320+30 LT 756.07 44 19
-L- 315+g0 316+75 RT 85.00 4 4
-L- 317+35 323+00 RT 610.75 37 13
-L- 323+32 324+80 LT 187.11 10 7
-L-I-Y5- 323+60 11+50 RT 304.78 18 7
-L- 325+q0 327+q5 LT 22376 9 13
-YS-/-L- 11+50 333+43 LT/RT 595.01 37 10
-L-/-Y6- 328+05 14+53 LT/RT 238.62 13 7
-Y6-/-L- 74+53 344+70 LT 1,87721 112 40
-L- 334+00 344+g0 RT 1,227.11 77 19
-L- 345+40 350+50 RT 54522 32 13
-L- 345+30 349+00 LT 366.26 22 7
-L- 349+60 351+11 LT 146.47 8 4
-L- 350+g5 351+gg RT 108.21 4 7
-L- 351+33 351+60 LT 27.99 1 7
-L- 352+20 359+60 LT 774.32 45 19
-Y7-/-L- 13+60 366+q0 LTlRT 1,31522 84 19
-L- 360+20 373+21 LT 1,407.43 89 22
-L-/-Y9REV- 367+00 15+7q RT 1,15573 74 16
-L-/-DRW9- 373+11.04 11+25 LT 579.56 36 10
-L- 375+g0 383+Z2 RT 765.79 48 13
-L-/-Y11- 380+00 ifi+03 LT 37178 23 7
-Y11- 13+g7 16+03 LT 171.17 10 4
�-L-/-Y12- 384+00 11+50 RT � 2,241.83 138 40
-L- 386+60 408+70 LT 2,236.83 144 28
_ .. __ .. . ._.
-L- 409+30 409+50 LT 26.87 - 4
-L- 410+�0 421+g0 LT 2,305.05 148 31
.. . .. .. . .. .
-Y12-/-L- 11+30 413+�0 LT/RT 844.15 48 22
-L- 414+30 426+65 RT 1,20829 78 16
-L- 422+40 432+00 LT 1,020.32 64 16
-L- 427+25 439+q0 RT 1,280.88 75 31
-L- 432+60 434+30 LT 173.97 10 4
-L- 434+g0 437+55 LT 303.50 15 13
_ .. ._ .. . _._
-L-I-Y13- 438+15 11+q1 LT/RT 171.71 8 7
-L-/-Y14- 440+00 12+05 RT 253.38 13 10
-Y13-/-Y15- 11+41 13+g7 LT/RT 76382 47 13
-Y14-/-L- 12+05 444+62 LT/RT 337.45 20 7
-L- 445+22 448+98.50 RT 369.Ofi 23 7
-L- 448+05 452+p0 LT 415.68 26 7
-L- 449+84 452+40 RT 256.02 16 4
-L- 452+g0 459+p7 LT 666.86 41 13
70TAL: 38,187.34 2,316 762
SAY: 38,380 2,330 770
8' CHAi1V LI1VK W/3SBW FENCE
SURVEY STATION STATION LINEAR q�• pOST 5" POST
LINE FEET
SECURITY FENCE (FDF104�1W4) CONTINGENCY 500 16
4
TOTAL� 500 16
SAY: 500 20
PAVEMENT REMOVAL SUMMARY
SURVEY STATION STA110N LOCATION YD
LINE LVRVCL
-Y2- 13+15 13+2g RT 67.14
-Y2- 13+51 14+37 LT 93.70
-Y2- 15+p0 RT 314.53
-L- 261+18 266+gg CL 1,381.99
-L- 266+72 273+05 RT 1,784.78
-L- 271+78 294+50 CL 4,819.65
-L- 287+03 292+73 LT 459.53
-Y4- 11+Z1 14+57 RT 65720
-L- 324+50 326+50 LT 488.89
-L- 329+50 331+00 LT 366.67
-L- 361+1q 368+30 LT 1.75022
-L- 373+07 380+57 CL 2,150.31
-Y9REV- 13+30 13+55 LT 14526
-Y9REV- 13+7� 14+gg LT 211.78
-L- 386+71 387+73 LT 132.47
-L- 395+5� 429+64 RT 6,536.14
-L- 396+75 397+13 RT 5.86
-L- 409+34 409+74 RT 3.61
-L- 419+41 420+4g RT 15.79
-L- 431+92 441+7� RT 1,063.32
-L- 442+14 445+54 RT 90.52
-L- 444+pg 446+47 LT 332.93
TOTAL 22,711.45
SAY: 22,720
5" M011tOLITHIC ISLAIVDS
(KEYED I111)
SURVEY STATION STATION LOCATION YD
LINE LT/kT/CL
-L- 255+45 256+50 CL 6934
-L- 256+�Z 257+29 RT 58.12
-L- 305+15 306+20 CL 6921
-L- 305+g2 306+gg RT 5825
-L- 315+01 316+18 LT 58.14
-L- 315+g0 316+g5 Cl 69.35
-L- 318+22 319+55 CL 77.90
-L- 318+89 320+34 RT 66.67
-L- 329+51 330+68 LT 58.12
-L- 330+30 331+35 CL 69.35
-L- 352+�5 353+80 CL 6929
-�- 353+qZ 354+59 RT 58.12
-L- 362+62 363+78 LT 58.16
-L- 363+q0 364+45 CL 68.99
-L- 367+72 369+05 CL 77.92
-L- 368+39 369+gq RT 66.60
-L- 428+ifi 429+61 LT 66.69
-L- 428+g5 431+05 Cl 79.91
-L- 430+39 431+g4 RT 66.67
-L- 462+56 463+73 LT 58.19
-L- 463+35 464+40 CL 6937
TOTAL: 1,394.35
SAY: 1,400
4 SB W FEIIICE
SURVEY STATION STATION LINEAR q^ p05T 5" POST
LINE FEET
TEMP. FENCE (FDFI 04i1m14) CONTINGENCY 2,000
TOTAL� 2,000
SAY: 2,000
SUMMARY OF BREAKI11tG
EXISTI11rG ASPHALT PAVEME11lT
SURVEY STATION STATION LOCATION YD
�INE LVRVCL
-L- 293+50 311+00 LT 4,277.78
-L- 326+50 329+50 LT 733.33
TOTAL 5,011.11
SAY�. 5,020
EXPRESSWAY G UTTER S UMMARY
SURVEV STATION STATION LENGTH
LINE
-Y2- 10+7g 12+36 157.00
-Y8REV-/-L- 10+00 376+08 309.37
TO7nb 466.37
SAv: 470
SHOULDER BERM GUTTER SUMMARY
SURVEY STATION STATION LENGTH
LINE
-L- 251+60 251+72 12.00
-L- 254+37 255+00 63.06
-L- 263+q6 268+p0 454.00
-L- 297+18 303+87 669.00
-L- 316+03 319+gg 385.00
-L- 321+25 322+50 125.00
-L- 332+16 342+p7 1,011.00
-L- 348+1g 352+00 381.00
-L- 356+00 357+00 100.00
-L- 368+64 375+19 655.00
-L- 382+60 383+29 69.00
-L- 384+�z 393+71 959.00
-L- 429+95 431+50 155.00
TOTAL: 5,038.06
SAY: 5,040

WSRAL-1009A,4/22/2016,R:\Roadway\Estimate\Final\90%\800 Series_Incidentals\862_guardrail_summary.xls
T�i�T T��� `�� ,� PROJECT REFERENCE NO. SHEET NO.
COMPUTED BY: WCB DATE: 4/20/16 D���u�LO�kV��O����11t-�1� 74%�.��'
CHECKED BY: BKE DATE: 4/21/16 ' - R-2915C 38-3
�T'�'���0���'ONO�'�"�0C'� �, �;�L���
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. �"I T T� ]�] 7\ %] ,� T T �(`�I T%]�. /�/j�. /�� ]�] T j G= GATING IMPACT ATTENUATOR TYPE 350
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL � j U l l�l \1 ll L/J U1111 Il l l Y NG = NON-GATING IMPACT ATTENUATOR TYPE 350
W= TOTAL WIDTH OF FLARE FROM BEGIN
IMPACT
"N" SINGLE REMOVE &
LENGTH WARRANT POINT TOTAL FLARE LENGTH W ANCHORS AT7ENUATOR REMOVE
SURVEY BEG. STA. END STA. LOCATION DIST. SHOUL TVPE 350 FACED EXISTING STOCKPILE REMARKS
LINE T FROM WIDTH I CONCRETE GUARDRAIL EXISTING
STRAIGHT CURVED FACED END END E����• END END END END B-77 XI 350 M-350 XIII CAT-1 MOD BIC AT-1 TES G NG gpRRIER GUARDRAIL
L/Y1A 250+70.00 12+05.13 RT 112.50 87.50 250+70.00 8 11 50 1 1 TIE TO EXIST GUARDRAIL
L 251+60.18 255+58.14 LT 112.50 25.00 254+30 10 13 50 1 1 137.5 TIE TO EXIST GUARDRAIL
L 263+40.00 268+77.50 LT 525.00 267+52.5 263+40.00 10 13 50 1 1 1
L/Y3 265+45.00 12+75.00 RT/LT 225.00 62.50 12+00.00 10 13 50 50 1 1 2
Y3/L 11+23.00 268+47.00 LT/RT 200.00 50.00 10+50.00 268+37.50 10 13 50 1 1 1
L 279+g0.00 282+g5.00 LT 312.50 * 279+g0.00 10 13 50 1 1 1 *GUARDRAIL SEGMENTED FOR DRIVE ACCESS
L/DRW4 281+50.00 13+41.63 LT 387.50 175.00 281+q3.00 13+41.63 2 3 1 1
L 283+� 5.75 288+2g.25 LT 525.00 287+00.00 ' 10 13 50 1 1 1 *GUARDRAIL SEGMENTED FOR DRIVE ACCESS
DRW5/L 10+31.90 295+01.64 LT 237.50 50.00 10 13 50 1 1 1
L 295+30.00 304+67.50 LT 937.50 303+00.00 10 13 50 1 1 1
L 296+54.00 300+16.50 RT 362.50 297+79.00 10 13 50 1 1 1
L/Y4 300+46.07 19+22.q3 RT 1275.00 50.00 10 13 50 1 1 300 TIE TO EXISTING GUARDRAIL
L 315+66.00 320+18.00 LT 325.00 162.50 319+50.00 10 13 6.25 1 1
L 321+25.00 323+75.00 LT 250.00 322+39.25 10 13 50 1 1 1
L 332+09.00 343+71.50 LT 1125.00 3442+p0.00 342+46.50 10 13 50 1 1 1
L 348+07.50 359+70.00 LT 1162.50 * 10 13 50 1 1 1 1600 `GUARDRAIL SEGMENTED FOR DRIVE ACCESS
L/Y7 349+75.00 13+78.31 RT 450.00 162.50 351+00.00 10 13 50 50 1 1 2
*GUARDRAIL SEGMENTED FOR -Y- LINE ACCESS;
L 360+00.00 375+37.50 LT 1437.50 162.50 * 10 13 50 1 1 1 REQUIRES 8' LONG GUARDRAIL POSTS;
Y9REV/L 14+g8.25 376+6625 LT/RT 175.00 125.00 375+00.00 10 13 1 1
L 376+00.00 377+25.00 LT 125.00 375+25.00 10 13 50 1 1 1
Y8AREV 10+00.00 11+70.00 RT 14.75 62.50 125 10+00.00 11+70.00 4 7 50 1 1 1 REQUIRES 8' LONG GUARDRAIL POSTS
L/Y10 381+75.00 11+12.58 RT 175.00 50.00 383+00.00 10 13 50 1 1
Y10/L 11+12.08 397+63.54 LT/RT 1362.50 37.50 396+00.00 10 13 1 1087.5
Y12/L 11+30.67 410+28.00 LT/RT 525.00 12.50 409+00.00 10 13 1 887.5
L 418+25.00 428+25.00 RT 1000.00 419+50.00 10 13 50 1 1 1
L 428+60.00 438+0750 RT 525.00 16250 ` 10 13 50 1 1 1 `GUARDRAIL SEGMENTED FOR DRIVE ACCESS
L 456+50.00 460+06.30 LT 356.3
L 460+06.30 461+25.05 LT 115.75 460+06.30 9 12 50 1 1 1
SUB-TOTAL 14283.50 1437.50 1 24 18 4 1 356.3 4012.5
LESS ANCHORS:
GRAU-350 24 @ 50.00' -1200.00
CAT-1 18 @ 6.25' -112.50
AT-1 4 @ 6.25' -25.00
B-77 1 '@ 18.75' -18.75
TOTAL 12927.25 1437.50
SAY 12950.00 1450.00 4100
ADDITIONAL POSTS= 10 EA ADDITIONAL 8' POSTS = 2 EA
TEMPORARY GUARDRAIL
L DET 15+25.00 24+50.00 LT 925.00 23+23.00 16+50.00 4 7 50 50 1 1 2 SEE TCP PLANS
L DET 28+46.50 32+71.50 LT 425.00 29+71.50 4 7 50 50 1 1 2 SEE TCP PLANS
L DET 33+0622 47+0622 RT 1400.00 34+31.00 45+75.00 4 7 50 50 1 1 2 SEE TCP PLANS
L DET 33+00.00 43+50.00 LT 1050.00 42+25.00 33+00.00 4 7 50 50 1 1 2 SEE TCP PLANS
L XO1/Y7 13+00.00 10+7Q.Z5 RT 200.00 106.25 14+00.00 6 9 50 6.25 1 1 1
SUB-TOTAL 4000.00 106.25 9 1
LESS ANCHORS:
GRAU-350 9 @ 50.00' -450
AT-1 1 @625' -6.25
TOTAL 3550.00 100.00
SAY 3575.00 100.00

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PARCEL No.
1
2
3
_.........
4
5
_...
6
7
8
9
10
_.
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
_________________
29
30
31
32
33
�
SHEET No
4,5
5
5
_......
5,6
5
5
5
5,6
6
b
_
b
b
6,7,8,21
6,7
7
7
7,8
7,8
8,21
21
8
8
8
8
8,9
8,9
8,9
_________________
9
9
9
9
9
PROPERTY OWNER NAME
KEITH & JOYCE K. BLACKBURN
RIVER RIDGE UNLIMITED
CHARLES J. & WANDA W. ARNETfE
GROVER A. & LORETfA B. GOODMAN
DONALD EDWARD BLACKBURN et al.
_ .
TERRI ANNE WELLS DEES
LESLIE DELEON & BETTY ROSE SASSER
MICHAEL DEAN & MARLENE E. BLEDSOE
JAMES MICHAEL & RHONDA B. HERMAN
_ _ _ _
LARRY BAKER
_..._... _.......
RICHARD W. ATKIN & CINDY AARON ATKIN
_ .
DELORIS TRIPLETT
NO HEAD, LLC
RICHARD W. ATKIN & CINDY AARON ATKIN
NO CLAIM
LILLIAN B. EDWARDS WORLEY
GERALD K. DENNY & MAUREENA E. DENNY
DAVID LEE HOLMAN
JERRY G. & GERALDINE M. STYERS
ANDREW L. HERMAN & HEATHER M. HERMAN
AFFORDABLE HOUSING ASSOCIATES, LLC
B&B LAND DEVELOPERS
LAINE N. KELLER
JOSEPH L. & CANDICE L. KELLER
DONALD E. BLACKBURN & JIMMY BLEDSOE
JUDY W. BRANCH, et al
BARRY & CAROLYN GOODMAN
T. MAURICE 10RDAN
_ ____________________________________________________
PHILLIP �Y PHILLIPS, JR; & HEATHER R.
FLEETWOOD VOL. FIRE DEPARTMENT
FLEETWOOD VOL. FIRE DEPARTMENT
ASHE COUNTY BOARD OF EDUCATION
BARRY & CAROLYN GOODMAN
PARCEL No
��a`i\�1L'e �� A�I ���llll ��ll4�1LaJLbO' �
�������� ��' ���s����'�
PARCEL I11tDEX
SHEET No.
34 9
35 9,10,11
36 9,10
_.... . ..
37 9,10
38 10
_ . ........ .... _.
39 10
40 9,10,11
41 10,11
42 11
_ _ .......
42A 11
_ . ...................
43 11
_ ......... . ...
44 11
45 11
46 11,12
47
48 11,12
49
50 12,13
51
52
53 13
54 13
55
56 13
57 13
58 13
59
60 13
61 13
62 13
63 13
64 13
65 I 13
PROPERTY OWNER NAME
CHRISTOPHER EVAN MOORE & KAYLA
PHIPPS MOORE
TIMOTHY RAY HAMBY
CHRISTOPHER EVAN & KAYLA PHIPPS MOORE
_ .
TIMOTHY RAY HAMBY
TIMOTHY RAY HAMBY & VICKIE HAMBY
MOORE
_.._ . . . . ......._..
JOHN B.COX
MOOR OPHER CHARLES & VICTORIA HAMBY
FLEETWOOD FALLS, INC
NELL BALDWIN
_........_..- _..._...
NELL BALDWIN
_......._..._.... ..._........
JASON & EMILY STOPPER
_ . .. _ .............
ILLIAM W. STURDIVANT & LINDA H.
TURDIVANT
WAYNE BAK�R INDA BAKER TAYLOR &
SANDRA MILLER COX
NO CLAIM
JOHN PHILLIP BAYS & SALLY JEAN BAYS
NO CLAIM
JOSEPH ANDREW STARNES et al.
NO CLAIM
NO CLAIM
MARK H. & ROSANN POPLIN HOLLARS
BORGET ESTON MELTON & ALAINA JOELLE
NO CLAIM
DENNIS L. GROGAN
KI�MBERLIN HAFFEY WINFORD & MARY JUNE
NO CLAIM
NO CLAIM
ROBERT E. & CHRISTINA L. LITTLE
ELBERT F. & LANDA CAIN BROWN
HAROLD G. HAMILTON et al
GEORGETTE L. M. SCOTT
FELIX OTERO & BRENDA OTERO
DAVID R. & JULIE E. TESTERMAN
PARCEL No. I SHEET No
66
67
68
_. _ .. _ ._.
69
70
71
72
73
74
_ ....
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
13 _
13,14,22
14
14,22
14,22
14,15
_..._. . .. ..
14,15,22
_._ . . . .....
15
15,16,23
15
15
-
15,16
-
16,23
_
16
16
16,17,23
16,17
-
16,17
-
17
17
-
17,18
-
17,18
-
17,18
18
18
18
18
18
I
PROJECT REFERENCE NO.
R-29/�C
PROPERTY OWNER NAME
LAURA K.ELDRETH
NO CLAIM
ILLA K. BRYAN
NO CLAIM
PAUL LAMBERT
NO CLAIM
TIM & APRIL RUSSELL
NELDA H. JORDAN
DAVID & BARBARA M. THOMAS
_......
STEVEN & MELBA JOHNSON
_.........
DONALD A. & THERESA CHURCH
HAROLD L. & MABEL F. POLING
NO CLAIM
RENNA MILLER
AGNES BALDWIN TRUSTEE
GODS GRACE UNITED COMMUNITY CHURCH
GERTRUDE LUCAS
RENNA SUE MILLER
BOBBY R. HAM
NELL B. BALDWIN
JOHN D. & SHIRLEY H. BALDWIN et al
NELL BALDWIN
JERROLD W. & SARA W. ASHLEY
NELL B. BALDWIN
JESSIE G. BALDWIN HEIRS
RENNA SUE MILLER
NEAL WAGNER
W.G. BLACK HEIRS
LAWRENCE & VIVIAN P. GOODWIN
BOBBY N. & BARBARA P. GENTRY
EDWARD EUGENE PARLIER
NO CLAIM
HADLEY GOSS
SHEET NO.
3P-1

PROIECT REFERENCE NO. SHEET NO.
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� �= 53' l4' 18.2" (LTJ p= 5/l' 06.0" (RTJ I `�
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4= 85° 56' 597" �RTI p= 62° 43' 24.4" lLTJ p= l03° 28' 27.9" �RTJ 6s = 9° 02' 48.1" 4= 59' 55' 50.5" �LTJ 6s =% 06' 29.2" 6s =% 06' 29.2" 4= 4/' 35' 36.0" (RTJ 6s =% 06' 29.2" `� �°` ,
�4 D= 5% /7' 44.8" �_ ll4° 35' 29.6" D= 95° 29' 34.7" Ls = 4�0.00' D= 4° l8' 28.6" Ls = 330.00' Ls = 330.00' D= 4° l8' 28.6" Ls = 330.00' �`� ��
,� L= 150.0/' L= 54.74' L= 108.36' LT =�0.37' L= 1.39/.l6' LT = 220.18' LT = 220.18' L= 965.50' LT = 220.18' O �
� J T= 93.17' T= 30.47' T= 76.07' ST = 140.33' T= 766.80' ST = 110.16' ST = 110.16' T= 505.13' ST = 110.16' �2
��, R= 100.00' R= 50.00' R= 60.00' R= 1,330.00' R= 1,330.00� DELORIS TRIPLETT
� SE _.�6 SE _.06 D.B. 166. PG. 21
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SF_F SHEF_T 39 FOR -ORW3- PROF/L.F
SEE SHEEi 59 FOR -DRW2- PROFII..F_
SEE SHEET 26 FOR -L- PROF/LE

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Min.o= lA Ft. � RALEIGH, NC 27609 N�mber C-1554
Type ofLl�e.� aass'I'R�p-Rap S=Ditch Slope � Proposed Ditch S=Dikh Siope � Proposed Ditch � - -
FROM -L- STA. 303+00 TO STA. 303+35 LT FROM -Y4- STA. 71+00 TO STA.12+00 LT -L- $TA. 305+26 LT -L- STA. 306+36 RT
FROM -L- STA. 303+00 TO STA. 303.25 RT -L- STA. 310+36 LT
FROM -L- STA. 303+35 TO STA. 304-50 RT -L- STA. 308+85 RT �
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DETAIL E DETAIL K
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� DETAIL L DETAIL M DETAIL F DETAIL A No
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p��n �Nouo s�oie� TroHic Flow
No u oi p� o SIaPe Fron G 1 I��I _ I ROADWAY DESIGN HYDRAULICS
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T= 31.76' T= 229.36' SEE SHEET 2B-8 FOR INTERSECTION DETAIL
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36 `s�E oETAi� o ,
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CHRISTOPHER EVAN & �
KAYLA PHIPPS MOORE/�
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T = 22936'
/ R = 2/0.00'
�� SE = 06
Ro = AS SNOWN
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EST.7 SYGF
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ETAIL P
� 70 CY TIMOTHY R,AY HAMBY
S= �.5% ylcKiE tiAMBY MOORE
� D.B. 345. PG. 1597
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TOE PROTECTION
i �o„o ��o�e,
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Type of Liner= Closs'I' Rip-Rap
FROM -L- STA.332+00 TO STA. 334+50 LT
FROM -L- STA. 3'i6+00 TO STA. 33�+50 LT
� '
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CLA55 'I' RIP-RAP
SEE DE?A!L 40
MO RIP RAP IS TO 6E
PLACED IN STRtAM BED)
EST.IS TONS
EST.30 SYGF
CLASS 'I' RIPRAP
roE PRorECTioN
S�E DETAIL J
EST.95 TONS
6ST.295 SYGF
SPFCIAL. CIJT DiTCH
SEE DF-AII. K
-Y6- (SR 1106J RAILROAD GRADE RD.
1593
3200
5/l 1082
600 2600
9093 9664
18200 US 22l -L- 20200
20/6 ADT
2036 ADT
H. W. LOCHNER, INC.
2840 PLAZA PLACE,SUITE 202
RALEIGH, NC 27612 NC Licen:
[phone] Nvmber F-OlE
:iNTB
� 343 E. SIX FORKS ROAD, SUITE 200 NC Licen:
RALEIGH, NC 27609 Number C-15'
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\ �.8. 345, PC. 1602 - - "-����
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<1015) COX
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CLASS 'I' RI,�RAP
T0� PROTECTiON
SCE DETAIL J
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R-29/5C l0
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ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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� D.B. U-5. PG. 508 i
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i47+�7 I T.� ��
FILL W/
FLOWABLE MATERIAL
40
CHRISTOPHER CH RLES &
--� VICTORIA HAMBY OORE
� � D.B. 384, PG. 1737
i9) \
J �
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DETAIL O i
LATERAL BASE DITCH DETAIL P DETAIL K
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�, ' No o scaiel SPEC'AL CUToDITCH
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on�n
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"` DETAIL AJ
DETAIL � DETAIL A No,
FALSE SUMP F� FALSE SUMP �� STANDARD BASE DITCH
� no� �o Scole� ( Not to $cale) �� I rvo� ro Smle�
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-W STA. 350+64 RT 2b E_ �� STA. 351+25 LT
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- �= 8° 2' 52.7" ILTJ p= �0 5/7" (RT) � _'� � o iP � � SEE SHEET 2L3-10 FC�R INTERSECTION DETAIL
<ao oo -�- i L= 66.50' L= 1133/'
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S = 04 5 = 04 � Ro = As Sibwn Ro = As Shown 5� i AV �F�" -
N o= As SI�Wn o= As ShoWn y_ ,,�' ,%„� s � SEE SHEET 40 FOR -DRW9- PROFILE
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L= 59.57' T= l0/.5/' T= 197.02' � 58 � 58 SEE SH�ET 37 FOR -Y9REV- P�OFILE
ST = 110.07' T= 305.09' ST = 110.07' R= 44.00 R= 3/.00 % �}cRAPE �' �9 F
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c� � z s �> Ls = 330.00' D= 2° 5/' S3.2" Ls = 330.00' Ls = 220.00' D= l° 50' S37" Ls = 220.00'
LT = 220.08' L= 605.52' LT = 220.08' LT = 146.68' L= 299.73' LT = 146.68'
d ��� �� c� Q� DRlVEW6�Y TURNOUTS ARC l0' RADII
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CLAJS 'I' RIP-RAP
SEE DETAIL AU
WO RIP RAP IS TO BE
PLACED IN STREAM B6D) �3
EST. II TONS
EST.�2 SYGF
NO HEAD,LLC
�.B. 340, PG. 1224
DEE� DOES NOT CLOSE
DETnIL AU DETAIL L DETAIL AH
riPe ouner cHnNNe� SPEOAL N7 DI7CH SPECIAL LATERAL BASE DITCH
� No� fo Scole� � No� �o Scale� � No� to Scole)
"�"""�--,3,„����-d--c,K.°-o'��d "co� a d z.� D pe�"`e` s°�PF c�o��a z F o���.
,a� _ „ o �o e� s�aP�
a�
Min.D= 1.0 Ft g i
��I���abi=1E� Type of Liner= PSRAA Max d= 1.0 Ft. Min. D= 1.0 Ft,
Lengih �= 8.0 Ff. Max. d= 7.0 Ft.
d- 3.0 Ft. FROM -Y4- STA.15+00 TO STA.15+95 LT
FROM -Y4- $TA.17+70 TO $TA.18+50 LT Type of Liner= PSRM g= z.0 Ft.
-Y4- STA. 16+14 RT FROM -Y4- STA. 75+95 TO STA. 17+70 LT
ne ro exisr�.
GUARORA/L
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l% ! —
yg=� CLA�S 'I' RIP-RAF
ES I'. 4 ��0�5
E�T,10 '�YGF
//
-Y4- -Y4-
Pl Sta 15+54.47 Pl Sta 20+10.74
4= 2% 35' 343" �LTJ p= 33° l5' S3.7" �LTI
D= 9' 52' 42.9" D= 20° 27' 46.d'
L = 27932' L = 162.56'
T = 142.42' T = 83.64'
R = 580.00' R = 280.00'
SE _ .05 SE = EXIST.
Ro = 100.00' Ro = As ShoWn
L O C H N E R PROIECT REFERENCE NO. SHEET NO.
H. w. �ocHHee, iHc. R-29/5C 2/
2840 PLAZA PLACE,SUITE 202 WW SHEET NO.
RALEIGH, NC 27612 NC Licen ROADWAY DESIGN HYDRAULICS
[phone] Number F-0159 ENGINEER ENGINEER
'rINTB
343 E. SIX FORKS ROAD, SUITE 200 NC License
RALEIGH, NC 27609 Number C-1554
DOCUMENT NOT CONSIDERED FINA�
UNLESS ALL SIGNATURES COMPLETED
DRIVEWA)' TURNOU7�S ARt_- l0' RADII
UNLESS SHOWN Dl HERWISE.
SEC Sl-IEET 36 FOR -Y4- PROFILE