HomeMy WebLinkAbout20151246 Ver 1_Application_20151202Transportation
December 1, 2015
U. S. Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTN: Mr. Eric Alsmeyer
NCDOT Division 5 Project Coordinator
PAT McCRORY
Governor
NICHOLAS J. TENNYSON
Secretary
Subject: Application for Section 404 Nationwide Permit 14, Section 401 Water
Quality Certification and Neuse Riparian Buffer Authorization for
replacement of Bridge Nos. 227 and 213 on Capital Blvd. at Peace Street and
Wade Ave. and revise the interchanges, Wake County, North Carolina. Federal
Aid Project Nos. BRNHS-0070(119)/BRSTO-0070(149), TIP Nos. B-5121/B-
5317. Debit $240.00 from WBS Element No. 42332.1.1
Dear Sir:
Please find enclosed the Pre-Construction Notification (PCN) form, Marks Creek Mitigation Site
Debit Ledger information, stormwater management plan, permit drawings, and roadway plans
for the above referenced project. An Environmental Assessment (EA) was completed for this
project in December 2013 and Finding of No Significant Impact (FONSI) was completed in
September 2014.
The proposed let date for the project is June 21, 2016 with a review date of March 29, 2016.
However, the let date may advance as additional funds become available.
A copy of this permit application and its distribution list will be posted on the NCDOT website at
htt�s•//connect ncdot �ov�resources/Environmental/Pages/default.aspx under Quick Links >
PermitApplications. A copy of the EA and FONSI is also available at the above website address
under Quick Links > Environmental Documents. Thank you for your time and assistance with this
project. Please contact Tyler Stanton at either tstanton ncdot.gov or (919) 707-6156 if you
have any questions or need additional information.
1�
Sincerely,
i� -
� —=-
_ ._
--, �
Richard W. Hancock, P.E. Manager
Project Development and Environmental Analysis Unit
cc: NCDOT PermitApplication Standard Distribution List
�Nothing Compares�
State of North Carolina � Department of Transportation � PDEA-Nahu'al Environment Section
1020 Birch Ridge Dnve, 27610 � 1598 Mail Service Center i Raleigh, No�tli Carolina 27699-1598
919-707-6000 T 919-21 Z-5785 F
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWR (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replacement of Bridge Nos. 227 and 213 on Capital Blvd. at Peace Street and Wade
Ave. and revise the interchanges
2b. County: Wake
2c. Nearest municipality / town: Raleigh
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state g_5121/B-5317
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if not applicable
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: (919) 707-6156
3g. Fax no.: (919) 212-5785
3h. Email address: tstanton@ncdot.gov
4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 35.796395 Longitude: - 78.641048
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 9.8 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Pigeon House Branch
proposed project:
2b. Water Quality Classification of nearest receiving water: C; NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The land use is mostly commercial development with some residential with small patches of woods.
3b. List the total estimated acreage of all existing wetlands on the property:
0.007
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
5,879
3d. Explain the purpose of the proposed project:
To replace structurally deficient bridges
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing bridges along Capitol Blvd at the Peace Street and Wade Avenue and improvements to the
interchanges. Standard road building equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands � Streams - tributaries � Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact
number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact
Permanent (P) or (if known) (acres)
Tem orar T
Site 1❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 2❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 3❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 4❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 5❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 6❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average �mpact length
number - (PER) or jurisdiction stream (linear feet)
Permanent (P) or intermitte (Corps - width
Temporary (T) nt (INT)? 404, 10 (feet)
DWQ—
non-404,
other)
temp fill,
dewatering, � PER � Corps 12 perm
Site 1� P� T bank Pigeon House Branch � INT ❑ DWQ 18 91 temp
stabilization
Site 2❑ P� T dewatering Pigeon House Branch � PER � Corps 18 0 perm
❑ INT ❑ DWQ 69 temp
Site 3❑ P� T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 4❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 5❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 6❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 12Perm
160Temp
3i. Comments: At Site 2, Pigeon House Branch is lined in a concreate bed and bank. Water here will be dewatered, while the
culvert is lengthened and the concrete structure put back in place.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number— waterbody Type of impact Waterbody Area of impact (acres)
Permanent (P) or (if applicable) type
Tem orar T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P�T
4f. Total open water impacts X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction roposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond Flo
Flooded Filled Excavated ode Filled Excavated Flooded
d
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
� Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Temporar T re uired?
B1 � P❑ T Road crossing Pigeon House ❑� Nos 136 0
Branch
B2 � P❑ T Road Crossing Pigeon House � Nos 1823 0
Branch
B3A � P 0 T Bridge Pigeon House ❑� Nos 2711 87
Branch
B3A � P 0 T Road Crossing Pigeon House ❑� Nos 811 2501
Branch
Road Impacts other than Pigeon House � Yes
B3B � P❑ T 1282 734
crossing of streams Branch ❑ No
B3B � P 0 T Road Crossing Pigeon House ❑� Nos 4704 1603
Branch
B4 � P❑ T Road Crossing Pigeon House � Nos 3321 803
Branch
6h. Total buffer impacts 14,788 5,728
6i. Comments: Allowable impacts at Site 3B reflect areas where there is an existing use, a maintained lawn. Per Division
5 this area will be a maintained lawn after construction, therefore impacts are allowable.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed bridge is 28 feet longer than the existing bridge and will be at approximately the same grade and alignment
as the existing structure; the new bridge will span the creek; no deck drains on bridge; permanent impacts to Pigeon
House Branch is only for Bank Stabilization and no loss of US Waters; use of Design Standards for Sensitive
Watersheds; See Stormwater Mana ement Plan for more measures.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
NCDOT Best Management Practices for Construction and Maintenance Activities will be followed; use of an off-site
detour.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State?
If no, ex lain:
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
See Attached Debit Ledger from Marks Creek Mitigation Site for buffer mitigation
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires � Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 Road impacts other than 1282 3(2 for Catawba) 3,846
crossings of streams
Zone 2 Road impacts other than 734 1.5 1,101
crossings of streams
6f. Total buffer mitigation required: 4,947
6g. If bufFer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If not, explain why.
� Yes ❑ No
Comments: see attached permit drawings.
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
see attached permit drawings.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? not applicable
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ❑ HQW
(check all that apply): ❑ ORW
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No N/A
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State � Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) � Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes
additional development, which could impact nearby downstream water quality? � No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
10
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes � No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
� Raleigh
5c. If yes, indicate the USFWS Field O�ce you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
There is no habiat present for any of the listed species
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
�r Richard W. Hancock, P.E. � Z— 1— Z�/�
Applicant/AgenYs Printed Name Date
ApplicanbAgenYs Signature
(AgenYs signature is valid only if an authorization letter from the applicant
is rovided.)
11
Marks Creek Mitigation Site
ONEID 092-011
The Marks Creek Mitigation Site is located in Wake County within the USGS hydrologic unit
03020201 of the Neuse River. NCDOT acquired the 66 acre site to mitigate for unavoidable,
jurisdictional impacts associated with TIP R-2547. Monitoring requirements were performed
from 2004 to 2008 and the site was closed out in 2009. Table 1 shows the final mitigation
quantities approved for the site. The site has been placed on the NCDOT On-site Debit Ledger
for use within HUC 03020201. Tables 2-5 indicate all mitigation debits that have occurred per
regulatory agency approval.
To offset unavoidable buffer impacts associated with T.I.P. B-5121 the Marks Creek Mitigation
Site will be debited 4,947 square feet of buffer restoration. The impacts numbers were 1282 sq ft
for zone 1 and 734 sq ft for zone 2. These impacts numbers were debited from the ledger with a
3:1 ratio for zone 1 and 1.5:1 ratio for zone 2. This debit is reflected in the debit ledger below.
Table 1. Mitigation Quantities Approved
HUC Mitigation Type Starting Amount Additional Notes
3020201 Stream Preservation 3247 (Ln.Ft.)
3020201 I Riparian Wetland Restoration 3.33 (Ac.) INo debits as of 8/18/14
3020201
3020201
3020201
Riparian Wetland Preservation
Riparian Wetland Enhancement
Buffer Restoration
Table 2. Mitigation Debits — Stream Restoration
Mitigation Type
Stream Restoration
Stream Restoration
Debit Amount
(Ln.Ft.)
2873
80
Status
Close Out
I Close Out
11 (Ac.)
13 (Ac)
324700 (Sq.Ft.)
No Debit as of 8/18/2014
Site TIP II Action ID# II NOTES
R-2814A&B
I-5338 (Areas 1,
2A, and 2b)
Table 3. Mitigation Debits — Riparian Wetland Enhancement
I Mitigation Type
�I Riparian Wetland Enhancement
� Riparian Wetland Enhancement
Riparian Wetland Enhancement
Debit Amount (Ac) �� Status
10.9 Close Out
0.98 Close Out
.14 Close Out
2008-01316
Mod
Impacts were 40
lin. Ft. @ 2:1 ratio
Site TIP IlAction ID# I NOTES
R-2000F&G 199920387 �—
R-3825A 201101695 .49 @2:1
B-5113 ��
Table 4. Mitigation Debits — Buffer Restoration
Mitigation Type
Buffer Restoration
Buffer Restoration
Buffer Restoration
Buffer Restoration
Buffer Restoration
Buffer Restoration
Buffer Restoration
Debit Amount
(Sq.Ft.)
114659
114
75581
1655
4242
34683
12,914
Status � Site TIP � Action ID#
Close Out i U-3804 i 200421647
Close Out R-2814-B Mod 2008-01316
Close Out B-3528 2008-00153
Close Out B-4944 2009-00207
Close Out B-5113
Close Out I-5338 (Areas
1, 2A, and 2b)
Close Out
Buffer Restoration � 4,947 � Close Out
B-4659
B-5121
NOTES
6,915 sq ft of
impacts for
zone 1 and
9292 sq ft of
zone 2 totaling
34,683 sq ft
with 3:1 ratio
for zone 1 and
1.5:1 for zone 2
NCDOT was
required to use
a 3:1 ratio for
zone 1 and
a1.5:1 ratio for
zone 2.
NCDOT was
required to use
a 3:1 ratio for
zone 1 and
a1.5:1 ratio for
zone 2.
�, North Carolina Department of Transportation �\
High�n a� '`�
Ston7lwater Highway Stormwater Program �
STORMWATER MANAGEMENT PLAN
(Version 2.03; Released October 2015) FOR NCDOT PROJECTS
WBS Element: 42263.1.1 TIP No.: B-5121/B-5317 County(ies): Wake Page 1 of 2
General Project Information
WBS Element: 42263.1.1 TIP Number: B-5121/B-5317 Project Type: Bridge Replacement Date: 10/12/2015
NCDOT Contact: Bill Elam Contractor I Designer: Kimley-Horn & Associates
Address: NCDOT Hydraulics Unit Address: 3001 Weston Parkway
1020 Birch Ridge Drive Cary, NC 27518
Raleigh, NC 27610
Phone: 919-707-6718 Phone: 919-677-2153
Email: belam@ncdot.gov Email: jason.lawing@kimley-horn.com
CitylTown: Raleigh County(ies): Wake
River Basin(s): Neuse CAMA County? No
Wetlands within Project Limits? No
Project Description
Project Len th lin. miles or feet): 0.812 mi. Surroundin Land Use: Urban
Proposed Project Existing Site
Project Built-Upon Area (ac.) 20.7 ac. 20.0 ac.
Typical Cross Section Description: 6@ 11' wide lanes with an 18' median, 2' - 6" curb & gutter on both sides of travel 6@ 11' wide lanes, curb & gutter on both sides of travel direction, and sideslopes that
direction, 14' Berm with sidewalk from back of curb, and sideslopes that vary from 2:1 or vary.
flatter.
Annual Avg Daily Traffic (vehlhr/day): Design/Future: 70,416 Year: 2036 Existin : 58,083 Year: 2016
General Project Narrative: Replacement of Bridge #227 on US-70/US-401/NC-50 (Capital Boulevard) over Peace Street and Bridge # 213 on US-70/NC-50 (Wade Avenue) over US 401 (Capital
(Description of Minimization of Water Boulevard) and over Pigeon House Branch. Work includes realignment and widening of Capital Boulevard as well as surrounding ramps and -Y- lines around the two bridges.
Quality Impacts) Project also includes replacemenUextension of a box culvert under Peace Street which carries Pigeon House Branch. Existing outfall locations and drainage patterns were
maintained as much as possible. Pigeon House Branch is onlyjurisdictional stream on project. Existing project area is highly urbanized. Due to existing development,
opportunity for treatment was minimal. In most cases, existing storm drain systems outfalls were directly into Pigeon House Branch and the proposed storm drain systems had
no alternative outfall location. Base grass swale with check dams was utilized on -Flyover- prior to outfall through the buffer and into Pigeon House Branch.
Waterbody Information
Surface Water Body (1): Pigeon House Branch NCDWR Stream Index No.: 27-33-18
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: D24SW6 Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No
Deck Drains Discharge Over Water Body? No (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)
Hi� hWa North Carolina Department of Transportation //���
�St(�YC 1waYe1' 'I�'
, ,,.,�.,� Highway Stormwater Program ��r.T ��
STORMWATER MANAGEMENT PLAN
(Version 2.03; Released October 2015) FOR NCDOT PROJECTS
WBS Element: 42263.1.1 TIP No.: B-5121/B-5317 County(ies : Wake Page 2 of 2
Swales
Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules?
2 -FLYOVER- 22+10 RT (1)Pigeon Z 0 3.0 3.0 0.1 10 20 0.60% 0.1 1.3 0.1 1.4 No Yes
-FLYOVER- 22+30 RT House
2 -FLYOVER- 22+30 RT (1)Pigeon Z 0 3.0 3.0 1.9 190 140 0.58% 6.6 2.2 8.5 2.4 Yes Yes
-FLYOVER- 23+70 RT House
Additional Comments
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GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley >> Horn �DRAULICS ENGINEER
PLAIYS PREAARED FOR
THE NCDOT BY: °"`
50 25 0 50 l00 �DT 2016 — 58,083 ���8
AADT 2036 = 70,416 LENGTH ROADWAY TIP PROJECT 8-5121 /8-5317 = 0.786 MILES ���� `��q
K = �O% 1012 STRNDARD SPECIFlCATIONS �e ��Q
PLANS D = 55% LENGTH STRUCTURE TIP PROJECT 8-5121 /B-5317 = 0.026 MILES JEFFxEr w. naoonr;�, P.E. r.e. �
PROJECT F.NGINF.ER SIGN91�!/RE:
50 25 0 50 100 T = 5%* RIGHT OF WAY DATE: ROADWAY DESIGN F.NGINF..ER � �
V = 40 MPH TOTAL LENGTH TIP PROJECT 8-5121 /8-5317 = 0.812 MILES jUNE 30, 2015 . AsoN t�ACH� r.[:. ���'�� ����
PROFILE (HORIZONTAL) CLASSIFICATION: PR J CT DESIGN ENc�xEex �� p�����
l0 5 0 �o Zp URBAN ARTERIAL LETTING DATE:
* 1% 1TST 4% DUAL JUNE 21, 2016 RFKii`g P`9TFL, P.E.
PROJECI'ENGlNEER
PROFILE (VERTICAL) $TATEWIDE TIER Ncr�r nonDwnr Dssrcx r.F.
ENGINF.ERING CDORDINATfON S6CTION SIGNATURF,:
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Natvral �,.1 ,�gt � Pront
Ground 2�� p F\at Ditch
Slope
d Min. D= 2 Ft.
Geotextile
Type of Liner= Closs B Rip-Rap Max. d= 1 Ft.
FROM -Gl- STA 10+25 TO STA 11+25 (RT)
SEE SHEET 7 AND SHEET 26-4
DETAIL 3
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'min. , 2.0'
Grade � _
GEOTEXTILE
Type of Liner= Class II Rip-Rap
-Y8- STA 10 + 95 (LT)
FROM -L- STA 49+45 (LT�TO STA.51+80 (LT�
SEE SHEET 7
DETAIL 6
TOE PROTECTION
( Not to Scale)
ti�et
�\O
Nat�ral .�, � �°`�S�°pe
Ground b
�� �d
d = 2.0 Ft.
b= 2.0 Ft � Geotextile
Type of Liner= Class 'B' Rip-Rap
FROM -L- STA 47+50 TO STA 48+25 �RT)
SEE SHEET 7
DETAIL 10
STANDARD 'V' DITCH
�Notto Scale)
Natural Naturol
Ground Z.� ,L.'� Ground
D
d
GeoteMile
Min. D - 2 Ft.
pe of L�ner= Closs B Rip-Rap Max. d- 1 Ft.
FROM -Gl- STA. 11 +25 (Rn TO STA 11 +42 (R7)
SEE SHEET 7 AND SHEET 26-4
Kimley>>> Horn
P.O. BOX 33068 • RAtE1GH, N.C. 27636�-3066
PERMIT DRAWING
SHEET 9 OF 12
PROIECT REFERENCE NO. $HEET NO.
8-5/2/ / B-53/7 2D-1
2W SHEET NO.
ROADWAY DESIGN NYDRAULICS
ENGINEER ENGINEER
����ad��N �' ��a���
DO NOT USE FO CONSTRUCTION
DOCUMENT NOT CONSIDERED FtNAI
UNLESS ALL SIGNATURES GOMPLETED
DETAIL 7
SPECIAL ROCK CHECK DAM
( Not to Scale)
WATER QUALITY
ROCK CHECK
EFFECTIVE
� SLOPE
BASE OP SWALE �
PROFILE
NATURAL
GROUND LINE
10-YR. STORM
ELEVATION
CLASS B RIP-RAP
NATURAL �CLASS 'B'
GROUND
� , RIP-RAP
OR F�'Pj��R � 10-YR.
1
1•5� 3� STORM EVENT
TYPICAL SECTION
FROM -FLYOVER- STA 22+12 TO STA 23+70 (RT)
SEE SHEET 7
PROIECT REFERENCE NO. $HEET NO.
Kimley�>>Horn �-s,2„B-5317 „
300 ___ -__ _ _�- -.-_- __�-_ � -._ -,- -,--_ �. -,--_ � _ � - __ _ _,-. �. ___ — .�7\JLi .�7\JLi _-. � -._ -_ -,- , -,--_ � -,--_ � P.O.BOX 33068 • RAtE1GH,N.C.2763603066 R ENGINEER GN FNGINFFR
, ._._ _ ____ _ ____. _ . _ _ _ . . ___ _ ., _ _ _ .,___ _ '. I I � , , , . __ _ __. _ . _
Y EI
II I -I I .... ... ... .. . .. I. _. _ . _ __ ._ __ ._.. ._ __ _ ... ..... .... ._ __ _- a-o�r-of-v�..,a�v
i I I . . . .._,� I.��.
I I I -�. �. �... . i i. . i. i_ �. . . . . __ j � co.vs:�.x:v. ���.�.���� �� ��..i1,��
I I I � - - pO N6T U56 P+O CONSTRUCTION
i i 290 BEGIIy GRADE -- - - - - ___..._ __ __, _ -- ---- --- 2`::CI 25��� BEGIIy GRADE - -
i i i = BL--STA 10+00.00 - r � _SBL- STA IO+OpAO = i I PERMIT DRAWING
L- STA 49t11.45 f20' RT! � I L- STA 49+1/.45 f20' LTI �
i i' ELEV - 25385' , I ELEV = 253.91'
i i E D GRADE ; ' SHEET 10 OF 12
- BL- ST 13f92. '-- -- - ---- -
, . . _ i __. _...------ - --- - �i �. _ �� o r� �� o r � -
---- -
28�
�I i� -L- STA 53tO3.3Z (3/.3.5� RTJ cov cou ,: fi DOCUMENT NOT GONSIDERED FINAL
I I � �. �. - -- - -- - ---�--- - - ----- - - - - I � ELEV - ZSI.GP � UNLESS ALL SIGNATURES COMPLETED
___ _ _ __ _ _ _ _
�' TlE TO EXIST PAVEMENT -� ElyO GRADE
_ __ ' -
-SBL- STA /3f94.25 =
i i 27� - -L- ST 53t05. 9 f3227'LTI
, i� li _
� '�� � '�� ELEV = 25/.69' 270
��' � Pl - 1Ot76.00 TlE TO EXIST PAyEMENT �
i i VC l00' -- - II ' 'I
i i �L- 652.99' -- ---- - - - - _
-- - - - - - - - - - - - �- -
� � _ I�i EL = 2525d �I
- VC = l50'
- - -,_ . _,. � .c r� K = l06
i i 260 OS = 44 MPH „ „ 260
_ _. , , :.- - -
<<��� DS = 53 MPH 260
i�
ii
i i :
i i ,
-'"-^ - 250 r-���23�i r-�o.3or�z 250
�
i i 250 f-1/.72/5% �-J0.4039% ---------------- �_,�� --------------------
ii
ii
i i I I - - - - - - _ - - -- - _ _ - - - - - - - - - -- - - - -
i i; 240 r•-� N r-�' ri r-� 1 r- 2���; 240 ;1 J-�r-ri r-�1 ri r-�I--ri II 240
------ ----- --- - ----- -- - ------ ----- - ---- -- -- -
---- -- -- --- -- ---- - -- -- ---- - -
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- - - - - - - - - I
i i 230 23�i 23�; ' 230
i i I �
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_ � � � � .__. .. -I�... .... .... ..... ........ ..i. .� .... .... .�...�. ...' ...
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I I I JL � �>%�� L: I /,Il%. l r l%�i -%yi7L in�L���� JL L= �)%�C L. �/l�lJ. �7 € l%%t -JI'J�� -` I��LfVll
I I i
i i' 10 11 12 13 14 15 16 10 11 12 13 14 15 16
i i
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_,
__ __ _r I �s�� � I , 330
i i 330 ,.,.�.
. i ni N��. ri i ir �r ��iv r �Tpvr ii `r0i i� i
i i i� �i'�a ryri n� r i i i E O lILLI G& RESURFACI G f37
i i i r� i v-- _i_ur i�F�------------------� CULV� R�T/ �YDR��� ATA I'� � _ � -Yl- ST 25f75.00
L________ _ _____
i i' 320 BEGI GRADE OESIGN DISC/-�ARG£ = 870 CFS iil ELEV = 298.16' 320
i � -Yl- STA 12+I5A0 �� DESIGA/ FR£ouElyCt' = 50 t'RS E D GRADE I
i i: ELEV = 28699' _ DESIGIy Fiy� E[EVATiON = 267.7 FT ', BEGI ILLI G& RESURF l G(3"J ' I
i i TlE TO EXIST PAVE�EIyT , �' easE ascHARCE _ 90o cFs ,I T -, ECE� - 293.04 �� ,
I i' 310 __- .- _^- -_.-1- . r av�ERTOPPING DISCHARGE - 2� A6 FT ��I I 3jO
i i YI- STA 22f97A0 �
i i BASE FREOUENCI' l00 YRS
i i OVERTOPPING FREWEIyGY = ly/A � I'
i i - - - -Yl- TA l + 7 = OVERTOPPING £L£VATION = N/A I - - + = Pl = 2/+70.00 ; �'� �
i i - - - = EL = 29L76'
i i' r - DATE OF SURVEY AUG.8.20/2 � YIRPC STA l9+15B6 I�I I
Y6 STA 20*00.00 �
i i 300 , - ELEV = 27/.64' , - � � -YIRPD- STA 17+27.42 VC = 220' — � � - ---- 300
i i i Pl = 12+45.00 - --- � YV.S.E[EVAT�ON i ELEV = 281.36' K-`a .
i i EL = 28579' AT OATE Of SURVEY = 26/b FT � - OS = 40 MPH
i i i VC = 60' '� �� I��� Pl = 19+55A0
i' 290 OS = 2 00 MPH , -- — _ VC = 210' 8 6 �+) 6-'�- 9�.-�p% (+11A079% i 290
T ` _ -, �+�'iA , � -
-- - ,
- DS =�0 MPH , - � . �
! i �-�qA0O0% � �1�i � • I � Dl �H GRADE RT -
� , ; • . Pl = /5+/5A0 � ' -Yl- STA 2/+50 ' �'i
� � 280 EL = 266.89' -_._ _,_.__,_:___,_.__,_,_ +�.�p0�� ELEV = 294.29 - 280
VC = 980' ( BEGI SPECIAL ' I
K= 49 __-�+��L�05% DITCH GRADE Rr
� OS = 35 MPH _ - - -Yl- STA 20+65 --- - -- -- - ---- - ----- ----- - ---- - -- -
270 � /T�Opp.- - _ _ - - - � � ELEV = 288.86 270
' ____ i -'--_ --��
------ - - - --- • - - - - - � .:
- - f+11.00% - --- -- -- - ----,
-----
- ----- - ----- - - -- --
- - ---- --- - -----
- (+12.7205% - ---- - - - _
E D SPECIAL _ '' � -_ -, ;___ ' '�
i' -.- DITCH GRAOE LT I�
260 T _ = I -Yl- STA 17+27 -- - - - - - - - - - - - - - - - - - - - - - - - - 260
- - - -- - - - - - - - - ELEV = 26738 - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - �
, � �
� _. - _
i BEGI SPECIAL -- ---- � - i
I�I �� .� ,,. „�- ----' DITCH GRADE LT � �
250 �. r� „ � , _ -r�- sra �6+�0 ,_ , . . , , , - - I' 250
�,,.,,,.
- r","'' ELEV = 266.81
_
__ -
_ ..
vi nr ni�i ` c'-�i-�r r"r
j
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-- �j--
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N
a 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2b
PROIECT REFERENCE NO. $HEET NO.
Kimley�>>Horn �-s,2„B-5�,� ,3
ROADWAY OESIGN HVDRAUUC$
................. ........... ................ ......... . ............................................... ......... . .... ............ . . ....................................................... . ........ �,:o„ ENGINEER FNGINFER
� -.___ _.,—_ ..._ _�- ._.,-__- _.,-_�-_ _�-_._ _,..- ._.--_ _. ._.--_ _ .._., � __..,- „ ._._. _ ._.,—_. -.___ .._., . _ ._____ -_.�,--�- .,—�.-. -_.��-. _�-_._ _,— ._ _,..- , ._,--_ � -,--_ � P.O. BOX 33068 RAtEI , .C. 27636 3066
GH N
. _ _ ._.___ _ _ ._______ _
. _ ... _ . ... _. _ ..
.. _ __ ._ __ ._.. ._ __ __ ._.. __ ._ __ _.. ._ __ _- a-oyr-of-vi..,a�v
i I I i �
I I j _ _ _ _ - -- -- -- _- . . . . . � _ i � .vs.. e.v. ]��]�' ]�.d�' ]�� ��' ]�]�.,.5���
3OO - -- - - - - - - - - - - __ _ il UO N6T U56 P+O CONSTRUCTION
i ; ' _ _
__.__-- -------_..___. II _.._ __.___..
i i: � i / R/ PERMIT DRAWING
i i � I -- - --- - - - - _-= I ELEV = 276.63' - - SHEET 11 OF 12
i i FLYOVER- STA /9+/9.50 �,
i i ! II - Pl = 20+5/AO
I I : 2C�O - BEGIN GRADE � �� IF � EL = Z7S.99� DOCUMENT NOT GONSIDERED FINAL
I I . C FLY ER- STA lO"�'JrBAS = ll�____ _ _ _--___ _ _ _ _ _ _ - _ _FLY ER- STA lS"�'.3434 = _ __ __ _ __ -i _ _ _ - ' ryi �i � VC_= ZEO� UNLESS ALL SIGNATURES COMPLETED
i i � -L - ST 2+09.65 f 5.96' RT1 ; Y2LPC- STA l3+10.98 K 30 E � BRIDGE
i i i` ELEV 263.65' ELEV 268.96' OS 35 �PH i�'i
� ��R��FR�I� FR$ -FLYOVER- STA 2/+76.69
i i; 280 ' I , �+)1.T956% ELEV = 270J9, II 280
i i ; � PI = 11+4/AO - - - - - - - � �7 i - -
i i ' ` EL = 26265' - � � � - _ ' - �i i
�
T . -_,. ,_T _ _,_,_ ` , .
i i VC = l50' � - : i . .
� � . - - - ------------------- 270
i i 270 DS =535 �PH ' - � � � ---- - - -- -
ii . � --__ I�,
i� _ .,' ` -
ii _ _ _ _ _ - - - - . \ \ F- - i--- - i - ---i --_ r__'_ ���� �I
i i , 260 - - - - r-����oi r+�i.7956'/. - - - - - - - - -- --- - - -- - - - - � BRIDGE HYDRAULIC DATA `` i �� i i i i ` i 260
, . � ' - - ' - ' OESIGIy DISCHARGE = 1500 CFS � .�i I � � � I I � � �y
�� ' DESIGN FREOUEIyCY = 50 YRS � � � j I ��I � ��� -
i i - - - - - - - - - - D lG ELEVATIOIy = 2462 fT � I I � I i � '
i I 250 - H _ - - - - - - - - -- - - - easE o�� aRCE _ �r�oo cFs ' � _ - - - - • i i i � � 250
i i ------ --- --- - ---- -- - ------ ---- - ---- -- -- - ---- -- --- -- ---- - -- BASE hly�'EELEVATION = �.48 FT � j I - �77L6 %
� I
i i' ` OVERTOPPNyG DISCHARGE N/A `1 � - --•-----(+10.58%----------
i i; - - - - j OVERTOPPdyG FREQUENCY = ly/A I � � ��
i i Z4O i OVERTOPPING ELEyATION = N/A , j
� 240
i i -- - - - -- - - - - -- - - - - 'i DATE OF 5uRVEY AUG.29.20/2 - - - - - - PIGEON � _ i � � E�D SPECIAL
,, yy.S.E�EVArioN NOUSE , o _� H R_ RT �
0 i i', AT DATE OF SURVEY = 2373 FT BR,4I�CH W+� ELEV = 246.89
� i i 230 '1 ------ - --- ---- - - --- - -- - ---- - --- - - ---- -- -- - - - -- -- --- -- - - - -- _---- - -- - - - -- - - -- - BEG/A� SPECIAL �N �� 230
w ��
� �� �N, ,N, ,N� �N �H, H, - H, - - �H� - �H� �H, - H, - �H, H, - - �H� - �F' lT H R RT �Q
� -
i i � �-i vru r� �,i_ - LY f/ ���
--,r- � r i ii� ;� rr - ELEV = 24612
I I i ���` !r !ii�i�`, c T i y'ii,� 7 r` iii4 �irLY�L'�_ i� "�'�'Li"-u�fi
I i i
i i ' 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
i i
i ;
i i
i i . -
I i : . . �._:_ ._ _:_-._ _.-�. _. �. .
I I I
I i
I ! -
I I ; . . . i , . . . . . . . . �.
I I _ � : . ... ........ .. .. ,i
. . i._i .. ` .i
�
I i �: '. ���.-
II , i �, � ��.- �.- .. . . . . .. . . . . . . ... _. �.
II �. - R ' ..— .:._ — . ............ ......... .... �._
i i. FLYOVER- STA 25+76A0 ' -Y2RP - ST 16+57.00 i
i� � ELEV 254J9 I BEGI GRADE - _ _
i i i T lE TO EXIST PAVEMEIyT � o n � o r� [ ELEV = 25/.85' �i
i i 2H0 i co�i co�i ' TlE TO EXIST PA�/E�EIyT 280
i� �
i i ---- --- -- - ' � � EIyO GRADE I' ��
i i: � � { -Y2RPA- STA 1B+38.40 = ��I ��I
i i� 270 - 2,�CI 2,�CI I -FLYOVER- 5T 25f2326 f19.8'RTl ' 270
i i i Pl = 24f26.00 - - - -- - - - - - - I - - - ELEV = 253.65' - - - - - - - - - - - -
i i - -- - - - - - - -- PI = 16+98.00 Pl = 17+94A0 - - -- - - -
i i EL = 25274' I
i i VC = 300' i� EL = 252./2' EL = 2535/' I
260 - VC = 70' VC = 60' I
-
i� OS_ 330 �PH 2 2; �i 2 ii �i i K= 89 K= 53 i
i i I i � �5 = 48 �PH OS = 43 �Pl'l --- - -- — ' 260
- -
- - - - - - -
- - - - - -
i i ------- ----- - f+J0.3/53% lii
i . (+)1:4479% - - - - i
i � � 250 �+�0.96672 25�� 25�; ------------ I 250
(+J06585%
�
�� ��
_� ' � __ r
'----- - --- ------ _ ----- - ---- - -- - ---- - ---I , -- -- - ---- - ----- - ---- - -- -- - ---- - ----- ------- - ---- - -- -- I
240 2�t�� <<+�� �' 240
------ - --- ---- - - --- --- �
, - ------ ---- - - ---- - --- - ------ ---- - - --
- - ---- -
----- - - --- ------ - ---- -
- -- - ---- ----- ------ -- - - -
230 23C� �3C� 230
----- -- - -- - -- - -- - -- --- - -- - -- - -- - --- --- - -- - -- - -- - -- --- - -- - --
- - -- ---- ---- - -- -
-- - -I --- - -- --- ---- - -- -
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_ , � �
__
� �_- --- --- ---- -- - --
, � , , - ,-, - -,,
' _ ._ - �: - - _ �_ ,
rt
- - _ -_ _— ---
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-- � j--- -- --r- i i i ni ,� �T — -- • - --- --- �u —
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G �. �. �. J�L:I_ .JI7L L_ I %YIJ� % r l%IZ -ICL% l✓YL_'i ��Lhll�l �. �. �. �. �. �. �. �. �. �. �. �. JI_C JriL_I_ I 1'YU. %� ! IJrf ' % C��l F� - I�LYVII
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N
a 24 25 26 27 28 15 16 17 18 19
WETLAND PERMIT IMPACT SUMMARY
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- 49+34.23 - 49+60.23 (LT) 42" RCP < 0.01 26
1 -L- 49+96.40 - 50+50.94 (LT) Embankment / End Bent Removal < 0.01 55
1 -L- 49+65.71 - 49+88.08 (LT) Embankment / Bank Stabalization < 0.01 < 0.01 12 10
2 -Y1- 14+85.18 - 15+15.94 (LT) 2@ 11'x7' RCBC 0.02 69
TOTALS*: < 0.01 0.03 12 160 0
*Rounded totals are sum of actual impacts
NOTES:
2013 10 24
��
N
\
W
0
�
�
..
�
V
�
�
O
V
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley >> Horn �DRAULICS ENGINEER
PLAIYS PREAARED FOR
THE NCDOT BY: °"`
50 25 0 50 l00 �DT 2016 — 58,083 ���8
AADT 2036 = 70,416 LENGTH ROADWAY TIP PROJECT 8-5121 /8-5317 = 0.786 MILES ���� `��q
K = �O% 1012 STRNDARD SPECIFlCATIONS �e ��Q
PLANS D = 55% LENGTH STRUCTURE TIP PROJECT 8-5121 /B-5317 = 0.026 MILES JEFFxEr w. naoonr;�, P.E. r.e. �
PROJECT F.NGINF.ER SIGN91�!/RE:
50 25 0 50 100 T = 5%* RIGHT OF WAY DATE: ROADWAY DESIGN F.NGINF..ER � �
V = 40 MPH TOTAL LENGTH TIP PROJECT 8-5121 /8-5317 = 0.812 MILES jUNE 30, 2015 . AsoN t�ACH� r.[:. ���'�� ����
PROFILE (HORIZONTAL) CLASSIFICATION: PR J CT DESIGN ENc�xEex �� p�����
l0 5 0 �o Zp URBAN ARTERIAL LETTING DATE:
* 1% 1TST 4% DUAL JUNE 21, 2016 RFKii`g P`9TFL, P.E.
PROJECI'ENGlNEER
PROFILE (VERTICAL) $TATEWIDE TIER Ncr�r nonDwnr Dssrcx r.F.
ENGINF.ERING CDORDINATfON S6CTION SIGNATURF,:
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SiREAti/ BANK ro roE oF sraEaM FOR -Y2�PC- PCC Sto. l3+1098 = __ E D ST,�TE--1�1f �- FRO✓E�� i/�II �
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N oF coNcRere REMa✓a. allo ReP�acEMENr HPe� Pft PB E D CO STR(tI TfO �;- � 5�P ) I� esT SEE SHEET l4 FOR -Y2RPB- AND -Y2LPC- PROFILES
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MATC SHEET 5J
LEGEND
*' TRA,� l iC S/CNA-
RADII DIMENSIONS ARE TO THE FDGE OF PAVEMENT
ALLOWABLE IMPACTS ZONE 1 UNLE�S OTHERWISE NOTED
� ALLOWABLE IMPACTS ZONE 2
NorEs: SEE SHEET 28-1 FOR CURVE DATA
l. REMOVE TOP OF EXISTING STONE WALL TO AN ELEVATION APPROXIMATELY l' BELOW
EXISTING PARKING CDT. PEMOVE TOP OF WALL APPROXIMATELY 22'FROM EXISTING SEE SHEETS 2B-2 AND 2B-3 FOR INTFRSECTION DETAILS
RCBC HEADWALL TO BEYOND THE PROPOSED SIDEWAUC AND CHAIN LJNK FENCE USE SEE SHEET N FOR -YI - PROFILE
F�owae� Fi� eErweEro ExisnNc sroNe wa� aroo oursioe oF PROPosEa Rcec. SEE SHEET l4 FOR -YS- PROFILE
Esr io cr F�owae� Fiu
z. REMovE Exisr oi aNa iNsra� rezci oN roP oF Rcec SEE SHEET l5 FOR -Y6- AND -Y7- PROFILES
BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING gRIDGE IMPACT (ft2) (ftZ) (ftZ) (ft2) (ft2) (ftZ) (ft2) (ft2)
1 24" RCP -Y8- 11+02.00 - X 136 0 136
11+12.23 (LT)
2 Roadway -Y2RPB- 11+27.41 - X 1823 0 1823
13+31.69 (LT)
3A Base Ditch, 18" Outfall -FLYOVER- 21+76.69 X 811 2501 3312
Pipe, Greenway 22+09.83 (RT)
3A Bridge -FLYOVER- 21+41.29 X 2711 87 2798
21+76.69 (RT)
3B Roadway, Sanitary -L- 49+22.20 - X 4704 1603 6307 1282 734 2016
Gravity Sewer 53+72.74 (LT)
4 2@ 11'x7' RCBC -Y1- 14+92.51 - X 3321 803 4124
15+46.70 (LT)
TOTAL: 13506 4994 18500 1282 734 2016
Notes:
Site 1 replaces an existing stormwater discharge point with a new outfall pipe
Site 3B includes impacts due to the fill slope of the proposed Roadway (-L-), existing stormdrain pipe removal, proposed
stormdrain pipe, access for existing bridge removal, proposed bridge bent, proposed sanitary sewer and proposed water
line
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GRAPHIC SCALES DESIGII � DA TA PR OJECT LEI�GTH Ki m I e>> H o r n �DRA ULICS E1VGIIVEER
PLA1�S PREPARED FOR y
AADT 2016 = 58,083 THE 11lCDOT BY: °Zo,S
NC LICENSE #F-0102
5 O /\ /� O /� O � O O P O BOX 33068
L:: :.: PHONEH919) 6]]-2 OpOLINA 21636 O� M O ja �� �
AADT 2036 = 70,416 LENGTH ROADWAY TIP PROJECT B-5121 /B-5317 = 0.786 MILES �� 'N W �,
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K = '� O% 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S �Q �Q�
PLANS D = 55% LENGTH STRUCTURE TIP PROJECT B-5121 /B-5317 = 0.026 MILES JEFFREY W. MOORE, P.E. P.E. � �
0* PROJECT ENGINEER SIGNATURE: � o
50 25 0 50 100 T = 5/o RIGHT OF WAY DATE: ROADWAY DESIG11l E11tGI11lEER � ��
V = 40 MPH TOTAL LENGTH TIP PROJECT B-5121 /B-5317 = 0.812 MILES JU11iE 30, 2015 J. JASON PACE, P.E. �`��p o QOQ��
PROFILE (HORIZONTAL) CLASSIFICATION: PROJECT DESIGN ENGINEER ���p��
10 5 0 10 2p URBAN ARTERIAL LETTI11lG DATE:
REI�IA PATEL, P.E.
* �% TTST 4% DUAL JU11IE 21, 2016 PROJECT ENGINEER
PROFILE (VERTICAL) STATEWIDE TIER NCDOT ROADWAY DESIGN P.E.
ENGINEERING COORDINATION SECTION SIGNATURE:
BOUNDARIES AND PROPERTY.•
State Li ne ----- -----
County Line --- ----
Township Line -- --
City Line - -
Reservation Line - -
Property Line
Existing Iron Pin EO
Property Corner �
Property Monument 0
Parcel/Sequence Number �23
Existing Fence Line -X X X-
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -��8- - - -
Proposed Wetland Boundary ��B
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
Existing Historic Property Boundary HPB
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 O
Sign �
Well °
Small Mine �'
Foundation 0
Area Outline
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water --- ---
Hydro, Pool or Reservoir �_ _ _ �
Jurisdictional Stream �S —
Buffer Zone 1 Bz �
Buffer Zone 2 Bz �
Flow Arrow -�--- ---
Disappearing Stream ; --- ---
Spring C�-��,�_---�
Wetland �
Proposed Lateral, Tail, Head Ditch
� FLO{y
False Sump �
����.--�� ����� � ��������� ������������9 ����`�S���� ���� 1������� ����
Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
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
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATION
O
MILEPOST 35
0
Sw�T�H
-�- -�- -�- -�-
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
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Orchard
Vi neya rd
EXISTING STRUCTURES:
MAJ O R:
Bridge, Tunnel or Box Culvert
Bridge 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:
Proposed Slope Stakes Cut --- C---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp �R
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n �
Proposed Cable Guiderail n n n n
Eq�al�ty symbol �
Pavement Removal
T�EGETATION.•
Single Tree
Single Shrub
Hedge
Woods Line
�
:�
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G 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.*)
� €� €� �
Vineyard
coNc
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- - T - -
T
- - - -TC- - - -
- -T�- -
TC
- - - -T FO- - -
- -T FO- -
T FO
WATER:
Water Manhole
Water Meter
Wate r Va Ive
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
TV:
TV Pedestal
TV Towe r
U/G TV Cable Hand Hole
U/G TV Cable LOS 6(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
U/G TV 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.*)
S S Force d Main Line L O S 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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A/G y�ater
--T�---
TV
- — — —TV FO— — —
— —TV FO—
TV FO
- G -
A/G Gas
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A/G Sanitary SeWer
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- -FSS- -
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—L — ST A l0 +2/000 T 0 ST A 2/ f39o4/ (BEGIN BRIDGE)
—L — ST A 22 +7404/ (END BRIDGE) T 0 ST A 49 �l1045
NorEs:
l, PLACE ABC lN MEDIAN FROM —L — ST A l0 f2/,00 T 0
l0 +57.76 AND FROM —L — ST A ll f 33,33 T 0/2 +25.25
2e MATCH LINE TO TYPICAL SECTION N0, ll lRT SIDE) ALONG —Y3—
3. REMOVE EXISTING CONCRETE PAVEMENT TO EXISTING
SUBGRADE EXCEPT VyHERE NOTED
4a ALL DRIVEVyAYS9 UP TO THE RADIUS POINT, SHALL BE
CONSTRUCTED VyITH THE FULL—DEPTH PAVEMENT DESIGN
OF THE INTERSECTING ROADWAYe
TYPICAL SECTION NO. lA
—L — ST A 42 +3506/ T 0 ST A 47 f14o03 (LT )
6" VARIES V�IES
8' W/GR 0' TO 2'-6" TO
/3'-2" /7'-/0"
TEMPORARY
2' PAVEMENT
FOP
C3 C/
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TYPICAL SECTION NO. 1 C
—DET SB — ST A l2 f73o74 T 0 ST A l5 �06063 (LT )
—DET SB — ST A l5 +95074 T 0 ST A l9 -f-77a09 (LT )
—DET SB — STA 2/ -f-60o05 T 0 ST A 27 f06o88 (LT )
NOT Ea CONST RUCT —L — LINE UP T 0, BUT NOT INCLUDING, T HE
FINAL LAYER OF SURFACE COURSE. THE FINAL LAYER (l.5" S9.5CJ
VyILL BE CONSTRUCTED AS SHOWN ON TYPICAL SECTION N0. l.
//' 2' �q�
� GU�.
RAIL
W
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—L — ST A l5 flSo23 T 0 ST A 2/ +3904/ (BEGIN BRIDGE) (RT )
—L — ST A 22 f74o4/ (END BRIDGE) T 0 27 f04o30 l RT )
TH� LINE
,,, . ,, . , . �..—,-. .,,e
� GROUNND
TYPICAL SECTION NO. 1D
—L — ST A 29 +95002 T 0 ST A 35 �1So34 (RT )
—L — ST A 39 +250/7 T 0 ST A 4/ +5/075 (RT )
■
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CO2015
P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
RIGHT-OF-WAY REV.
CONST. REV.
C�
C2
C3
C4
C5
C6
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D2
D3
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E2
E3
E4
E5
E6
E7
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J2
J3
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R2
R3
R4
S
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V
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PROJECT REFERENCE NO
B-5/2/ / B-53/7
ROADWAY DESIGN
ENGINEER
SHEET NO.
2A—/
PAVEMENT DESIGN
ENGINEER
ll ���������� �����
�� �v�T u�� �� ���v��rRu�i��v
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT SCHEDULE
fFINAL PAVEMENT DESIGN)
PROPOSED APPROX. l5" ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5C. AT
AN AVERAGE RATE OF l68 LBS. PER SQ. YD.
PROPOSED APPROX.2" ASPHALT CONCRETE SURFACE COURSE,TYPE 5958.AT
AN AVERAGE RATE OF 224 LBS. PER SQ. YD.
PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5C. AT
AN AVERAGE RATE OF 224 LBS. PER S0. YD.
PROPOSED APPROX.3" ASPHALT CONCRETE SURFACE COURSE,TYPE S9.5B, AT
AN AVERAGE RATE OF l68 LBS. PER SQ. YD. lN EACH OF Ty�O LAYERS.
PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5C, AT
AN AVERAGE RATE OF l68 LBS. PER SQ. YD. lN EACH OF TWO LAYERS.
PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE. TYPE S9.58, AT
AN AVERAGE RATE OF ll2 LBS. PER SQ. YD. PER l" DEPTH. TO BE PLACED
lN LAYERS NOT TO EXCEED 2" lN DEPTH.
PROPOSED APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE.TYPE ll9.00.
AT ,41y AVERAGE RATE OF 285 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE 119.08.
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE ll9.00,
AT Aly AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED VAR. DEPTH ASPHALT CONCRETE INTER�EDIATE COURSE, TYPE 119.08. AT
,4/� AVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l" DEPTH TO BE PLACED
lN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" lN DEPTH.
PROPOSED APPROX. 4" ASPHALT CONCRETE BASE COURSE.TYPE 825.OB. AT
AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT
AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX. 4.5" ASPHALT CONCRETE BASE COURSE,TYPE B25.08. AT
AN AVERAGE RATE OF 5/3 LBS. PER SQ. YD.
PROPOSED APPROX. 5" ASPHALT CONCRETE BASE COURSE,TYPE B25.08, AT
AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROPOSED APPROX. 5" ASPHALT CONCRETE BASE COURSE.TYPE B25.00. AT
AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROPOSED APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE 825.08, AT
AN AVERAGE RATE OF 627 LBS. PER SQ. YD.
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE. TYPE B25.08, AT
AN AVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l" DEPTH TO BE PLACED
lN LAYERS NOT LESS THAIy 3" OR GREATER THAN 5.5" lN DEPTH.
PROPOSED 4"AGGREGATE BASE COURSE
PROPOSED 6"AGGREGATE BASE COURSE
PROPOSED 2" SELECT GRAIyULAR MATERIAL
CLASS N SUBGRADE STABILIZATION
GEOTEXTILE FOR PAVEMENT STABILIZATION
GEOTEXTILE FOR SOIL STABILIZATION
PROPOSED 2'-6"CONCRETE CURB & GUTTER
SPECIAL 2'-6"CURB & GUTTER, SEE SHEET 2C-6
PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED—lN1
PROPOSED 8" X l8" CONCRETE CURB
PROPOSED 4" CONCRETE SIDEWALK
EARTN MATERIAL
EXISTIIyG PAVEMENT
MILLING EXISTING PAVEMENT
WEDGING DETAIL FOR RESURFACING
PAVEMENT EDGE SLOPES ARE l:l UNLESS OTHERyyISE lNDICATED
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-NB� - srA io +00.00 T 0 ST A 13+92.4�
-SBL - ST A/0 +00.00 T 0 Sl A/3 +94.25
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SUBGRADE EXCEPT y�HERE NOTED
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FROti1 -Yl- STA 20+53.06 TO STA 22+30.92 fRT�
3. SAWCUT PAVEMENT l' tillNltilUM FOR REMOVAL OF EXISTING CURB AND
GUTTER fAPPLIES TO ENT lRE PROJECT J
E TO THlS LINE
TYPICAL SECTION NO. 3A
-Yl - ST A/2 +15.00 T 0 Sl A 14+67.43 �LT �
-Yl - ST A/2 +15.00 T 0 ST A/4 +09.2/ �RT 1
yARIES
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- - - - - - - - �
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GRADE TO TH/5 LlI yE �
TYPICAL SECTION NO. 3B
T EMPORARY ►�lIDENING
-Yl - ST A l2 +39e84 T 0 ST A l5 +78e55 l RT )
'-6'
2?
-
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■
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CO2015
P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
RIGHT-OF-WAY REV.
CONST. REV.
�r2•oR� ---�-
PROF/LE KEY -l�I DET AlL
�- - - - - - - - -� - - - - - - - - - - �
f�l �IED�GIHG DETA/L FOR RESURFACING
D2 OR D3 C4 OR C5
6'
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-� �-
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� GRADE �0 N� E�4 OR E5
�lD =�ACH/HE D/RECT/Ol y TH/5 L/ E
USE DET AlL FOR PA►/EMENT ST ABILIZAT lON
lTH CURB D GUTTER SECTlO AS FOLL S:
fTHESE LOCATlO S TO BE l VESTIGATED DURI G CO SrRUCTlO 1
-L - STA 19+25.00 TO 2/f39.4/ ILTJ ISEE TYP. SECT. N0. lJ
-L- STA 23+25.00 TO 30+00.00 fLTI fSEE TYP.SECT.NO.l1
-FLYOVER- STA 18+25.00 TO l9+19.50 fSEE TYP. SECT. N0. 7�
-FLYOVER- STA 2/+76.69 TO 23+25.00 ISEE TYP. SECT. N0.71
nET A/L FOR PAVE�EHT ST AB/L/ZAT /OH
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(THESE LOCATlO S TO BE l VESTIGATED DURI G CO STRUCTlO 1
-L - STA 32+46.00 TO 4/+6/.00 (LTJ (SEE TYP. SECT. N0. lJ
-Y5 - STA 10+2/.00 TO ll+10.00 fSEE TYP. SECT.1y0. l3�
-Y5 - STA 12+9/.00 TO 13+5/.00 fSEE TYP. SECT. N0. l31
-Y6 - ST A l5 +2/.00 TO l9 f60.00 f SEE TYP. SECT. ND. l41
-DR2- STA 10+25.00 TO 11+45.00 ISEE TYP. SECT. N0. l21
nET A/L FOR SUBGRA�E ST ABILIZAT /ON
OR D3 C4 OR C5
6'
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� l' OR 3'
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-L- STA 20+35.00 TO 2/+18.00 (LT) fSEE TYP. SECT. N0. U
-L- STA 23+23.00 TO 24f90.00 fLTJ fSEE TYP. SECT. N0. lJ
-L- STA 32+46.00 TO 4/+6/.00 fLTI fSEE TYP. SECT. N0. l�
-Y5- STA 10+2/.00 TO ll+10.00 fSEE TYP. SECT. N0. l31
-Y5- STA /2f9/.00 TO 13f5/.00 fSEE TYP. SECT. N0. l31
-Y6- STA l5 f2/.00 TO 19+60.00 fSEE TYP. SECT. N0. l41
-DR2- STA 10+25.00 TO 11+45.00 fSEE TYP. SECT. N0. l2)
DET AlL FOR UHnERCUT EXCAyAT lOH
PROJECT REFERENCE NO
B-5/2/ / B-53/7
ROADWAY DESIGN
ENGINEER
SHEET NO.
2A-2
PAVEMENT DESIGN
ENGINEER
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��{3 P3�°Jf' g;�]E 1F� ��N�'Il �AJ�°Jl"S�N
DOCUMENT NOT CONSIDERED FINAL
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PAVE ENT SCHEDULE
(FlI yAL PAVE�IEI yT DESIGNI
G'� /5' S95C
C2 r ss.�e
C3 r ss5c
C4 � S9.�B
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E� 4` B25AB
E2 4 825.�
E3 45' B25AB
E4 5' B25AB
E5 5•B25AC
E6 55' B25AB
ET V�• DEPTH B25AB
J� 4 AGGREGATE BASE COURSE
JZ 6'AGGREGATE BASE COURSE
J3 SELECT 6RAIyULAR �IATER/AL
L CLASS N SUBGRADE STABILIZATION
N� GEOTEXTILE FOR PAyE�IEIyT STABIUZATIOIy
N2 GEOTEXTILE FOR SOIL STABILIZATION
R� 2'-6'CONCRETE CURB & GUTTER
R2 SPECIAL 2'-6'CURB & GUTTER, SEE SHEET 2C-6
R3 5' �IONOUTHIC CONCRETE lSL�4^lD fKEYED-lNJ
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DB 12835 - PG 2740
BM 1960 - PG 241
OED. CHARITABLE DVLPMTS
PROJ. INC
DB 7559 - PG 768
OARCHIE LINWOOD KING
SUCCESSOR TRUSTEE
DB 5369 PG 54�
BM 1947 PG 73
OMCC OUTOOOR LLC
DB I1239 - PG 2535
/Q MORRIS COMMUNICATIONS
CORP
DB 3521- PG 669
DB 13727 - PG 2236
// MARGIE MARIE FULLER
DB 10559 - PG 1762
/2 MCKNITT & ASSOCIATES LLC
DB 8614 - PG 460
DB 2008 - PG �80
/,j CITY OF RALEIGH
DB 12531- PG 472
BM 2007 - PG 117
BM 1959 - PG 116
/4 STATE OF NORTH CAROLINA
BM 2008 - PG 180
/6 622 CAPITAL LLC
DB 14601- DB 1647
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CO2015
P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
PROJECT REFERENCE NO.
B -5/2/ / B -53/7
RrW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
5
HYDRAULICS
ENGINEER
]��lE]LIMIN�I$� ]�]LAN�
ID� NOT USE F� C�NSTRUCTION
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