20151167 Ver 1_Application_20151106

iransportatian
November 6, 2015
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Ms. Crystal Amschler
NCDOT Coordinator
PRT McCRC7RY
Covernor
N[CHQ�.AS J. TEI'JNYSQN
Secretary
Subject: Application for Section 404 Nationwide Permits 13 and Section 401 Water
Quality Certification for the proposed replacement of Bridges No. 14 and 19
over Rocky River and Access Road on US 29 in Cabarrus County; Federal Aid
Project No. BRSTP-0029(42); WBS 42265.1.1; Debit 240.00, Division 10;
TIP No. B-5123.
Dear Ms. Amschler:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No.14
and Bridge No. 19 over Rocky River with two 220-foot long bridges on same locations, and they
both will span Rocky River. An on-site detour structure will be constructed immediately
upstream of the existing bridges. The project will utilize the temporary bridges to maintain traffic
while the new bridges are under construction.
There will be a total of 127 linear feet (1 fl of permanent stream impacts from the placement of
streambank stabilization, along with 50 If of temporary impacts associated with the streambank
stabilization.
Please see enclosed copies of the Pre-Construction Notification (PCN), USFWS Concurrence
Letter, stormwater management plan, permit drawings and design plans for the above-referenced
project. The Categorical Exclusion (CE) was completed in July 2014 and distributed shortly
thereafter. Additional copies are available upon request.
This project calls for a letting date of April 19, 2016 and a review date of March 1, 2016;
however, the let date may advance as additional funding becomes available.
�Nothing �Cornpares�,�
State of North Carolina I Department of Transportation � PDEA-Natural Environment Section
1020 Birch Ridge Drive, 27610 I 1598 Mail Service Center � Raleigh, North Carolina 27699-1598
919-707-6000 T 919-212-5785 F

A copy of this permit application and its distribution list will be posted on the NCDOT Website
at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need
additional information, please call Bill Barrett at [phone].
Sincerely,
.�p� Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc:
NCDOT Permit Application Standard Distribution List
Page 2 of 2

�oF,��,rFRQ Office Use Only:
� � o c Corps action ID no.
� y
i ,, , � � � 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: 13 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (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 Bridges #14 and #19 over Rocky River and Access Road on US 29.
2b. County: Cabarrus
2c. Nearest municipality / town: Concord
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state g_5123
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.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]

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: 35.359409 Longitude: - 80.675289
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 6.7 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Rocky River
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Yadkin-Pee Dee
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:
Development in the area is industrial, commercial, and low-density residential in nature.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
240 LF
3d. Explain the purpose of the proposed project:
To replace two structurally deficient and functionally obsolete bridges.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 209-foot bridge (Bridge #14) with a 220-foot, 2-span bridge; and replacing a 210-foot
bridge (Bridge #19) with a 220-foot, 2-span bridge, both on the existing alignment with an on-site detour located
immediately upstream of the existing structures. 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 fo� this property / � Yes � No ❑ Unknown
project (including all prior phases) in the past.
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
1 a. 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)
Temporar T
Site 1❑ P❑ T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts 0 Permanent
0 Temporary
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 Impact 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)
Site 1� P❑ T bank Rocky River � PER � Corps 40 127
stabilization ❑ INT ❑ DWQ
Site 1❑ P� T bank Rocky River � PER � Corps 40 50
stabilization ❑ INT ❑ DWQ (<0.01 ac.)
Site 3❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 4❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 5❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 6❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
127 Perm
3h. Total stream and tributary impacts 50 Temp
(<0.01 ac.)
3i. Comments: There are five (5) areas of streambank stabilization. Impacts are broken down on Permit Sheet 11 of 11.

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 o en 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
Tempora 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 pond or lake construction proposed, 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 an impacts require miti ation, 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)
Tem ora T re uired?
B1 ❑P❑T ❑Yes
❑ No
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Stormwater runoff from west of the bridge will be captured in inlets upstream of the bridge and discharged to a tail ditch in
the southwest quadrant and to a preformed scour hole in the northwest quadrant before reaching Rocky River.
Runoff from the bridge deck drains to the east approach where it will be captured by inlets and conveyed, along with
runoff from the roadway east of the bridge, to a preformed scour hole at the southeast quadrant and a rail ditch in the
northeast quadrant before reaching the Rocky River.
Impacts have been minimized by using riprap pads, rail ditches, and preformed scour holes at pipe outlets, and riprpap
bank stabilization where ditches tie into Rocky River.
The proposed bridges are 11 and 10 feet longer than the existing bridges; the proposed bridges will be at approximately
the same grade as the existing structure; 3:1 fill slopes where practicable.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Impacts have been minimized by using riprap pads, rail ditches, and preformed scour holes at pipe outlets, and riprpap
bank stabilization where ditches tie into Rocky River.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
❑ Yes � No
If no, explain: NCDOT does not propose mitigation for the
127 If of bank stabilization impacts, as the impacts do not
2a. Does the project require Compensatory Mitigation for require fill in the stream bed and therefore, under Section
impacts to Waters of the U.S. or Waters of the State? 404 of the Clean Water Act, does not constitute Loss of
Waters of the U.S. and is not subject to compensatory
mitigation. Furthermore, the proposed bank stabilization is
necessary to prevent erosion and sedimentatin by preventing
bank de-stabilization and thereby minimizing impacts to the
environment.
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.
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 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
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
1a. 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: If required from 1 a, see attached buffer 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 Pro ram 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 26 .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 Office you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NHP USFWS, and NCDOT field surveys.
see attached USFWS Concurrence Letter (dated October 27, 2015) for NLEB.
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
� Richard W. Hancock, P.E. � �_ d 6-zd lS
Applicant/Agent's Printed Name Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is rovided.
11

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asl�eville, North Garolina 28801
October 27, 2015
Mr. Richard W. Hancock
North Carolina Department of Transportation
Project Development and Environmental Analysis Unit
1598 Mail Service Center
Raleigh, NC 27699-1598
Subject: Endangered Species Concurrence for the Proposed Replacement of Bridge Nos. 14 and
19 over the Rocky River and Access Road in Cabarrus County, North Carolina. TIP B-5123,
WBS No. 42265.1.1.
Dear Richard:
We have reviewed your concurrence request and supporting documentation regarding impacts to
the federally listed threatened northern long-eared bat (NLEB) (Myotis septentrionalis) for the
subject project. We provide the following comments in accordance with the provisions of
section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge Nos 14
and 19 over the Rocky River on US 29 in Cabarrus County. According to the information
provided, a search for mines and caves was conducted in the project footprint and within a
quarter mile of the project and none were found. The existing bridges were checked for bat use
and none was observed. Potential summer roosting habitat clearing is estimated at 0.2 acres.
Based on the absence of wintering habitat, no evidence of bat use on the existing structure, and
NCDOT's commitment to restrict tree cutting to the time from August 15 to April 15 (of any
year) we agree that implementation of this project is "not likely to adversely affect" NLEB in the
project area. In view of this, we believe the requirements under Section 7(c) of the Act are
fulfilled. However, obligations under Section 7 of the Act must be reconsidered if: (1) new
information reveals impacts of this identified action that may affect listed species or critical
habitat in a manner not previously considered, (2) this action is subsequently modified in a
manner that was not considered in this review, or (3) a new species is listed or critical habitat is
determined that may be affected by the identified action.
If you have questions about these comments, please contact Ms. Marella Buncick of our staff at
828/258-3939, Ext. 237. In any future correspondence concerning this project, please reference
our Log No. 4-2-15-549.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor

Hi�h�ti�dy North Carolina Department of Transportation R4�'�
St(�YYTIyVcif�Y
,,.,,�.«,,, Highway Stormwater Program
STORMWATER MANAGEMENT PLAN �---
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 42265.1.1 TIP No.: B-5123 County(ies): Cabarrus Page 1 of 2
General Project Information
WBS Element: 42265.1.1 TIP Number: B-5123 Project Type: Bridge Replacement Date: 6/16/2015
NCDOT Contact: Andrew T. Nottingham, PE Contractor / Designer: Parsons Brinckerhoff
Address: Hydraulics Unit Address: 121 West Trade Street, Suite 1950
1590 Mail Service Center Charlotte, NC 28202
Raleigh, NC 27699-1590
Phone: [phone] Phone: [phone]
Email: anottinqham(c�ncdot.qov Email: [e-mail]
City/Town: Concord County(ies): Cabarrus
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? No
Project Description
Project Len th (lin. miles or feet : 0.32 miles Surrounding Land Use: Industrial, Commercial and Motor Sports.
Proposed Project Existing Site
Project Built-Upon Area ac. 6.7 ac. 3.6 ac.
Typical Cross Section Description: NB and SB - 3-12' lanes w/ 10' paved sidewalk SB - 3-12' lanes w/ 6' paved shoulder NB - 2-12' lanes with 6' shoulder
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 32,300 (53,300) Year: 2016/2036 Existing: 26,900 Year: 2010
General Project Narrative: The project B-5123 consists of constructing 2 new bridges, 220' long, to replace the existing bridges #14 and #19 in Cabarrus County on US 29 over Rocky River. An on-site
(Description of Minimization of Water detour structure will be constructed immediately upstream of the existing bridges. Stormwater runoff from west of the bridge will be captured in inlets upstream of the bridge and
Quality Impacts) discharged to a tail ditch in the southwest quadrant and a preformed scour hole in the northwest quadrant before reaching the stream. Runoff from the bridge deck drains to the
east approach where it will be captured by inlets and conveyed along with runoff from the roadway east of the bridge to a preformed scour hole at the southeast quadrant and a
tail ditch in the northeast quadrant before reaching the stream.
The project creates a surface water impact by adding bank stabilization to Rocky River. Impacts have been minimized by using riprap pads, tail ditches, and preformed scour
holes at pipe outlets and riprap bank stabilization where ditches tie into Rocky River. No impacts are anticipated due to the onsite detour structure.
Waterbody Information
Surface Water Body (1): Rocky River NCDWR Stream Index No.: 13-17b1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: biological impairment
Aquatic T&E Species? No Comments:
NRTR Stream ID: RR Buffer Rules in Effect: N/A
Pro'ect Includes Bridge Spannin Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
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)

HigYlway
North Carolina Department of Transportation /�\
Storrnwarer '
„�,,_, Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: B-5123 County ies : Cabarrus Pa e 2 of 2
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. Projects) Water Body Type Riprap Type (ac) Structure (in) (cfs) (fps) Buffer Rules?
4 -L- 18+00 Lt. (1)Rocky pSH Class'B' 0.6 Pipe 15 3.3 1.3 N/A
River
4 -L- 22+g4 Rt. (1)Rocky pSH Class'B' 1.1 Pipe 15 5.6 1.6 N/A
River
4 -SRVD- 12+43 Lt. (1)Rocky Riprap Apron / Pad Class'B' 1.5 Pipe 24 6.3 1.6 N/A
River
4 -L- 21+67 Rt. (1)Rocky Riprap Apron / Pad Class'B' 1.5 Ditch 18 5.3 1.5 N/A
River
4 -L- 21+69 Rt (1)Rocky Riprap Apron / Pad Class'B' 0.4 Pipe 15 2.2 1.0 N/A
River
4 -L- 21+7g Lt. (1)Rocky Riprap Apron / Pad Class'B' 1.0 Ditch 15 5.3 1.5 N/A
River
Additional Comments
* 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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PROJECT REFERENCE NO. SHEET NO.
B-5/23 4B
RM/ SHEET NO.
ROADWAY DESIGN HYORAULICS
ENGINEER ENGINEER
INC�MPL]ETE PLANS
DO NOT I�9F. FOR R! W ACQUIRITION
IDREH.IMINARY PLANS
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B-5/23 4B
RM/ SHEET NO.
ROADWAY DESIGN HYORAULICS
ENGINEER ENGINEER
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�' PROJECT REFERENCE NO. SHEET NO.
o�
� B-5/23 4C
� ROADWAYEDESIGN HYDRAULICS
640 BEG/N GRZADE
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. 1. . i _i i i ..l . i
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- EXCAVATE TO EL 568.0 �� \ '�� � EXCAVATE TO E 568.0 O F C U R B C U T D I T C H
5 6 0 _ Esr.�90 cr � �.�`-� EST.60 Cv a+ 5 6 0
BEGIN LATERAL 'V' DITCH
-- . - - _-- - : -- - - -- - - - ----- -- - -�=r �' \ � I
\ �• CL il RiP RA ON BANKS EL= 58591
� w5E 559.0 I END LAT£RAL 'V' DITCH
DnTE OF SURVEv STA23+09
�9/i4/20io1 EL =568.00
11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
_ _ �. . � � � � _.
640 : 640
_�_
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620 -- --_____ 620
END GRADE
- ' '
: -�- sra 3ofoo.00 � G RAD E I N S ET —L— LT & RT
610 �' ��_ , EL. - 58720 �. ' � : 610
— -
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�� ma — ++�i -L- STA/9+85.00 --- END GRADE
, �� � � � � -� . I : P� = 2o+oa.90 � � - - 23+00.
600 - , ; � � � � : : : : : . ' ' �. EL. = 590.10' L 589 �� 600
W" ^ ; � � , ; ; - - - - - _ - - � EL = 589.96' - -- -- _
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Pipe or Ditch
Outlet
A
L
Square Prefoi
Scour Hole (F
(Rip Rap in basin
not shown for clari
DETAIL A
PREFORMED SCOUR HOLE
*NOT TO SCALE
PLAN VIEW
WSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
A
J
SECTION A—A
F��� PIPE (d = 15" OR 18")
S�O
�°�c D
PSRM
INFLOW NATURAL
� _ �� GROUND
LINER: CLASS B RIPRAP F�— B—►i
WITH GEOTEXTILE MIN. 1' TUCK
STA. 18 + 00 LT
STA. 22 + 84 RT
DETAIL F
SPECIAL CUT DITCH
( Not to $cale)
FronT
ot Ditch
NaTural � p�� �e< Slope
Ground ?•j p F\O
Min. D = 1 Ft.
FROM STA.26+50 TO STA.29+38 LT
FROM STA. 11+50 TO STA. 12+07 RT —SRVRD—
FROM STA. 12+07 TO STA. 12+50 RT —SRVRD—
FROM STA. 16 + 50 TO STA. 16 + 83 RT —SRVRD—
B = 4.5'
D= 2'
w= s�
K�
DETAIL G
SPECIAL CUT DITCH
( Not to Scale)
Front
�� Diich
Nafural � A'1 ,�y< Slope
Ground ?•) F��'
d D Min. D=7.5 Ft.
Max. d =1.5 Ft.
Type of Liner= 4" CONCRETE
DETAIL B
TAIL DITCH
( Not to Scale)
Natural � Natural
Ground 3 � ,�.'� Ground
D
Min. D= 1.5 Ft.
FROM STA. 21 +29 TO STA. 21 +82 RT
FROM STA.21+69 TO STA.22+50 LT
DETAIL D
LATERAL 'V' DITCH
( NoT io Scale)
b
Natural Fill
Ground ?y p 'L�'� 1"iFt. Slope
d
Geoteutile
Min. D= 1.5Ft.
Max. d = 1.5 Ft.
of Liner= CL B Rip—Rap b= 5 Ft.
FROM STA.23+09 TO STA.25+00 RT
DETAIL C
RIP RAP AT EMBANKMENT
( Not To Scale)
10'min.
Ditch 7,0'mi�
Grade �
GEOTEXTILE �
FROM STA. 21 + 67 TO STA. 21 + 78 LT
FROM STA. 21 + 69 TO STA. 21 + 87 RT
DETAIL H
SPECIAL CUT DITCH
( Nof fo $cale)
Front
o� Ditch
Natural � p,'� �g< Slope
Ground ?�) Q\p
d D Min. D=0.9 Ft.
Max. d = 0.9 Ft.
Type of Liner= 4" CONCRETE
FROM STA. 14+50 TO STA. 15+72 RT —SRVRD— FROM STA. 15+72 TO STA. 16+00 RT —SRVRD—
PROJECT REFERENCE NO. SHEET NO.
B-5/23 5
RNJ SHEET NO.
ROADwAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT I;SE FOR i W qCQU[91TION
Il'RELIMIN IdY I'LANS
DO NOT USE FO CON9TRUCTION
PERMIT DRAWING
SHEET 10 OF 11
DETAIL E
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCAIE)
_� NATURAL
GROUND
\•7 .11� � — —
FROM STA.25+00 TO STA.26+50
DETAIL I
RIP RAP BANK STABILIZATION
( NoT To Scale)
EXISTING BANK 2'
CLASS II RIP RAP w/ STREAM BED
GEOTEXTILE TO
NATURAL GROUND
Length= 81 Ft.
—L— STA. 22 + 10

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 -SRVD- 12+43 Lt BANK STABILIZATION < 0.01 < 0.01 9 10
1 -L- 21+78 Lt BANK STABILIZATION < 0.01 < 0.01 9 10
1 -L- 22+10 BANK STABILIZATION < 0.01 < 0.01 81 10
1 -L- 21+69 Rt BANK STABILIZATION < 0.01 < 0.01 13 10
1 -L- 21+67 Lt BANK STABILIZATION < 0.01 < 0.01 15 10
TOTALS': 0.02 < 0.01 127 50 0
'Rounded totals are sum of actual impacts
NOTES:
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See Sheet 1-A For Index of Sheets
J
BEG/N TlP PROJECT B-5/23
-� - sra. �3 foo.00
�
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ii i ! ii i � ��� �,:��-�,i �
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TO ATHE LIMITS ESTABLIS�,EDTBY AMETHODR �ORMED
OF THE�CIN OF CON�CORDE MUNICIPAL BOUNDARIES
-DET2- STA.Ilt84.66
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CABARR U.S CO U1�TY
LOCATION: BRIDGES #14 AND #19 011I US 29 OVER ROCKY
RIVER A11tD ACCESS RD.
TYPE OF WORK GRADIIVG, DRAi11lAGE, GUARDRAIL, PAVIIVG £�' STRUCTURES
EGIN CONSTRUCTION
-SRVRD- STA//+/4
-DET2- STA/4t3g +/-
O
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� �
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END T/P PROJECT B-5/23
� � -L- STA. 30+00.00
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PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
Prepored /n 1he Olf/ce of: �'DRAULICS E1YGIlYEER DIVISIOIV OF HIGHWAYS
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
STATE OF 1YORTH CAROLINA
ADT 2016 = 32,30o DIVISI0IV OF HIGHWAYS
$� 2$ 0 50 100 ADT 2036 = 50�30� 7000 Birch Ridge Dr., Raleigh NC, 27610 ��p MORtp�
DHV = 11 % LENGTH OF ROADWAY TIP PROJECT 8-5123 = 0.280 MILES zo,z szaxnann SPEC7F7CATlONS ��� +'o�
PLANS '
D = 65 % P.E. q �
LENGTH OF STRUCTURE TIP PROJECT B-5123 = 0.042 MILES srcxnruxE: � :
50 25 0 50 100 T- 5 %* RIGHT OF WAY DATE: G.E. BREW. PE A a
V= 50 MPH APRIL 29, 2015 f'ROJECT ENGINEER ROADWAY DESIGIV ''Rgf o�`
PROFILE (HORIZONTAL) * TTST =2% DUAL 3% TOTAL LENGTH OF TIP PROJECT B-5123 = 0.322 MILES E1�GINEER OF Tp�y9e
l0 5 0 l0 2p FUNC CLASS = MAJOR LETTING DATE: THAD F. DUNCAN, PE
ARTERIAL APRIL 19, 2016 f'ROJECT DESIGN ENG/NEER
PROFILE (VERTICAL) REGIONAL TIER P.E P.E.
SIGNATURE: STATE NIGHWAY DESIGN ENGINEER

Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
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
Existing Fence Line -x
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - -
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U/G Tank Cap
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
School
Church
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
BufferZone 2
Flow Arrow
Disappearing $tream
$pring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
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CONVENTIONAL PLAN SHEET SYMBOLS
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BZ 2
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RAILROADS.•
Standard Gauge �-�--�
CSX TRANSPORTN/ON
RR Signal Milepost M/LEPOST 35
Switch 0
SW?CH
RR Abandoned -� � -� �-
RR Dismantled --------
RIGHT OF WfIY.•
Baseline Control Point �
Existing Right of Way Marker 0
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 Marker
Existing Control of Access ��—
Proposed Control of Access �
Existing Easement Line --E--
Proposed Temporary Construction Easement - e
Proposed Temporary Drainage Easement TDE
Proposed Permanent Drainage Easement — PpE
Proposed Permanent Drainage /Utility Easement �ue
Proposed Permanent Utility Easement rue
Proposed Temporary Utility Easement rue
Proposed Permanent Easement with O
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 Wheel Chair Ramp �C
Existing Metal Guardrail
Proposed Guardrail T T T T
Existing Cable Guiderail n n �
Proposed Cable Guiderail n n n n
Equality Symbol �
Pavement Removal �
l�EGET�9TION.•
Single Tree �
Single Shrub o
Hedge
Woods Line �`'''-'
Orchard fl f� fl f,�
Vineyard ��^aY��d
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert coNc
Bridge Wing Wall, Head Wall and End Wall - ��aN� WW �
MINOR:
Head and End Wall coNC �w
Pipe Culvert
Footbridge �--------�
Drainage Box: Catch Basin, DI or JB ❑cB
Paved Ditch Gutter -----
Storm Sewer Manhole OO
Storm $ewer �
UTILITIES.•
POWER:
Existing Power Pole ♦
Proposed Power Pole b
Existing Joint Use Pole �
Proposed Joint Use Pole -�
Power Manhole OO
Power Line Tower �
Power Transformer �
U/G Power Cable Hand Hole �H
H-Frame Pole ��
Recorded IA�G Power Line P
Designated IA�G Power Line (S.U.E.*) - - - -P- - - -
TELEPHONE:
Existing Telephone Pole -�
Proposed Telephone Pole -o-
Telephone Manhole OO
Telephone Booth ❑e
Telephone Pedestal �
Telephone Cell Tower �
WG Telephone Cable Hand Hole �H
Recorded IA�G Telephone Cable T
Designated lVG Telephone Cable (S.U.E.*) - - - - -*- - - -
Recorded U�G Telephone Conduit *_
Designated lVG Telephone Conduit (S.U.E.*� - - - -�_- - - -
Recorded lVG Fiber Optics Cable � F�
Designated IA�G Fiber Optics Cable (S.U.E.*� ----� F�- --
WATE R:
Water Manhole OO
Water Meter o
Water Valve �
Water Hydrant �
Recorded U/G Water Line •
Designated U/G Water Line (S.U.E.*� - - - -•- - - -
Above Ground Water Line A.c wa,a�
N:
N Satellite Dish CC
TV Pedestal ❑C
TV Tower �
U/G N Cable Hand Hole �H
Recorded U/G TV Cable T°
Designated U/G TV Cable (S.U.E.*) - - - -�•- - - -
Recorded U/G Fiber Optic Cable *° F�
Designated U/G Fiber Optic Cable (S.U.E.*r ----*� F�- --
GAS:
Gas Valve 0
Gas Meter �
Recorded WG Gas Line �
Designated U/G Gas Line (S.U.E.*) - - - -�- - - -
Above Ground Gas Line A�c cas
SANITARY SEWER:
Sanitary Sewer Manhole OO
Sanitary Sewer Cleanout 0+
WG Sanitary Sewer Line s�
Above Ground Sanitary Sewer A�c sa��+a�Y se.a�
Recorded SS Forced Main Line Fss
Designated SS Forced Main Line (S.U.E.*) - - - - -FS�- - - -
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility TrafFic $ignal Box
Utility Unknown lA/G Line
UK'i Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
WG Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
•
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AATUR
E.O.I.

�
N PAVEMENT SCHEDULE
� fFINAL PAVEMENT DESIGNI
`..� PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TVPE 59.58,
AT AN AVERAGE RATE OF 168 LBS. PER 5�. V�. IN EACH OF TWO LAVERS.
`..z PROP. APPRO%. 1 1/2" ASPHALT CONCRETE SURFACE COURSE� TVPE 59.5B,
AT AN AVERAGE RATE OF 168 LBS. PER 50. Y�. �
-L-
PROP. VAR. DEPTH ASPHALT CONCRETE Sl1RFACE COURSE� TYPE S9.5B, $� 75' 49.5' 49.5� ��J�
C'3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. V�. PER t �EPTH. TO -
BE PLACE� IN LAVERS NOT TO EXCEED 1L2" IN �EPTH. �O� �Z� �2� �2� ��.rJ� ��.rJ� �Z� �2� �Z� �O�
ORIGINAL g� MULTI USE PATH
PROP. APPROX. 4" ASPHA�T CONCRETE INTERMEDIATE couasE, GROU ND MULTIUSE PATH 3' �
�� TYPE I19.B, AT AN AVERAGE RATE OF 456 LBS. PER S4. YD. R2 p� C� CZ R� T T R� CZ D� C� R�L
0_02 0.02
� - ?:7 0.02 �- -� o.oz ,
PROP. APPROX. 2 1/2" ASPHALT CONCRETE INTERMEDIATE COURSE, s- - ti:� O.O? i _ _ ______ _ O�_OZ
D2 TYPE I79.B, AT AN AVERAGE RATE OF 285 LBS. PER so. vo. 6:j !l '6' ��� - � I�/�'� 6�' � -� � - ..:., '`
--I f� Par� 6"
PROP. VAR. �EPTH ASPHALT CONCRETE INTERMEDIATE COUPSE, 'r +�- -�- E� E� -�-I�-�a T
TYPE I19.B, AT AN AVERAGE RATE OF 714 LBS. PER 54. YD. PER 1" S 14�� � �/ SEE INSET �B� W � �4�� S
D3 DEPTH, TO BE PLACE� IN LAYERS NOT LESS THAN 2%Z" IN DEPTH OR E� V U E�
GREATER THAN 4" IN �EPTH.
GRADE TO THIS LINE GRADE TO THIS LINE
E.� PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE, TVPE B25.B, TYPI CAL S E CTI O N N O. �
AT AN AVERAGE RATE OF 399 LBS. PER S�. YD. IN EACH OF TWO LAYERS.
* TRANSITION FROM EXISTING TO TYPICAL
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.6, SECTION NO.7 FROM -L- STA. 13+00.00
E,2 AT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PER 1" �EPTH. TO
BE PLACED IN LAVERS NOT LE55 THAN 3�� IN DEPTH OR GREATER TO -L- STA. 14 + 50.00
THAN 5�/p" IN DEPTH.
�J� PROP. 8" AGGflEGATE BASE couase. -L- STA. 14+50.00 TO -L- STA. 16+50.00
-L- STA. 24+00.00 TO -L- STA. 26+97.04
R� 1'-6" CONCRETE CURB AND GUTTER.
USE INSET 'B' IN CONJUNCTION WITH TYP. SECT. NO. 1
'-L- STA. 13 + 00.00 TO -L- STA. 14 + 50.00
R'Z 2'-6" CONCFETE CURB AND GUTTER.
R3 5' CONC. ISLAND 4 -L-
15' 49.5' 49.5' 15'
S a" Mu�riuse PATH 10' 12' 12' 12' 11.5' 11.5' 12' 12' 12' 10'
ORIGINAL MULTI USE PATH 3' 3' MULTI USE PATH
GROUND Cl Cl
T EARTH MATERIAL R2 D� R1 T T R� D� R2
_'_ �.�2 �.O?
J� ?'� Q:� �.�2 I � �.�2 �- -� a.�2 . I �.�2
U EXISTING PAVEMENT J� , � _ I I 6 GRADE b_ I I _ �� II \
6:1 T��� 6" 14" 'ir POINT �ir 14„ 6�1Y"' T
g � S
E� GRADE TO THIS LINE GRADE TO THIS LINE E�
V INCIOENTAL MILLING
TYPICAL SECTION NO. 2
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE STAN�ARO WEOGING oeTni�� -L- STA. 16+50.00 TO -L- STA. 20+34+/- (BEGIN BRIDGE)
-L- STA. 22+54+/- (END BRIDGE) TO -L- STA. 24+00.00
46' � -� 46'
71.5' 11.5'
8' 12' 12' VAR. 12' MIN. VAR. 12' 12' 8'
4 -L-
Detail Showing Method of Wedging
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ORIGINAL �� 4� C2 R3 R3 4 Cl
GROUND
, 0.02 o.oz ,
� ?�� 4:1 - ---- -- ------
6: ) _ _ _ _ _ _ \-F61rTT �
GRADE TO THIS LINE T p� E� �4" y�r �„\ 14" p� El
�J
GRADE TO THIS LINE TYPICAL SECTION NO. 3 GRADE TO THIS LINE
-L- STA. 26+97.04 TO -L- STA. 30+00.00
53'-2"
10' * 12' 12' 12'
MULTI USE PATH � � �
*
� Q.�2 � �.OZ
� -L-
is�
BRIDGE SECTION
�- ORIGINAL
GROUND
VAR.SEE X-SECTION
�ORIGINAL
GROUND
GRP.DE TO THIS LINE
PROJECT REFERENCE NO. SHEET NO.
B-5/23 2
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
ORIGINAL
GROUND
x-secrrox
ORIGINAL
GROUND
- ORIGINAL
GROUND
x-srcrrox
ORIGINAL
GROUND
53'-2"
12' 12' 12' * 70' * BICYCLE SAPETY RAIL
MULTI USE PA7H TO BE DETERMINED BY
* STRUCTURE MANAGEMENT UNIT
o.a2 . 1 o i _
ADE
INT
BRIDGE SECTION
-L- STA. 20+34+/- (BEGIN BRIDGE) TO
-L- STA. 22+54+/- (END BRIDGE)

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PAVEMENT SCHEDULE
lFiNAL PAVEMENT DESIGNI
C1 3„ S9.5B
C3 VAR. S9.5B
D2 21/2„ I19.OB
J1 g" ABC
T EARTH MATERIAL
U EXISTING PAVEMENT
W WEDGING
3'
1
0.°2 �
� —DET2—
DETOUR BRIDGE SECTION
-DET2- STA. 14+39+/- (BEGIN BRIDGE) TO
-0ET2- STA. 17+23+/- (END BRIDGE)
Ci —SRVRD—
»� i t��
POINT i
0.02 �
�, � — — _ _ _ — _ _ _ — —
GRADE TO THIS LINE W GRADE TO THIS LINE
ORIGINAL GROUND U
Z�� .
TYPICAL SECTION NO. 4
-SRVRD- STA. 11+14.00 TO -SRVRD- STA. 17+25.00
��I���� �—�—`—'—�
`-------- MIN. ------ I
Detail Showing Method of Wedging U
USE WITH TYPICAL SECTION NO. 4
3'
*11' W/GUARDRAIL C� —DET2—
�s� n� ir
4'
FDPS
C� GRADE
POINT
,8,
4'
FDPS
PROJECT REFERENCE NO. SHEET NO.
B-5/23 2A
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
�o.oz a.o2� I I I
2•� �
ti'� �� T �iF�- 13.5" 6-�it� T
ORIGINAL GROUND D2 �� ORIGINAL
� �
GRADE TO THIS LINE �
TYPICAL SECTION NO. 3
-DET2- STA.11+84.66 TO -L- STA.14+39+/- (BEGIN BRIDGE)
-DET2- STA. 17+23+/- (END BRIDGE) TO -DET2- STA. 20+32.72
ORIGINAL GROUND
��� --
�—SRVRD—
�
13'-41' � 10'-29'
VAR. � 7� � � 7� VAR.
' GRADE
I POINT
C1 1
T � 1 SLOPE PROTECTION
0.02� 0.02� (SEE STRUCTURE PLANS)
� 1'
VAR. � VAR.
� — � 30'-58' 27'-46'
� — — PAVED RT. SHOULDER
UNDER STRUCTURE
TYPICAL SECTION OF
ROADWAY U N D E R STRU CTU RE
@ SLOPE DETERMINED BY GEOTECHNICAL UNIT

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Scour Hole (I
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tshown farclori
DETAIL A
PREFORMED SCOUR HOLE
'NOT TO SCALE
PLAN VIEW
iNSrnu �EVe� nNO FwsN
WITH NATURAI GROUND
A
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SECTION A-A
�� PIPE �d < IS" OR 18"�
s`�F o
PSRM
��F�ow
LINER: C1A55 B RIPRAP F^ 6�
WITH GEOTEXTILE MIN. i' TUCK
B = 4.5'
D - 2'
w- 8'
iD8
S7A.18+00 LT
OSTA. 22 + 64 RT �
1
CNARLOTTE MOTOR $PEEDWOY uc BEGIN TlP PROJECT
pg 5�52 PG 0360
OB 5290 PG 333 �- ���. �3 f��.��
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DETAIL B
TAIL DITCH
� Hoi io s�aie�
�.a� 1 �o,�,o�
Ground 3_� ,s.� Ground
D
Min. D= 1.5 Ft.
FROM STA.21+29 TO STA.27+82 RT
FROM STA.21+69 TO STA.22+50 LT
PROIECT REFERENCE NO. SHEET NO.
B-5/23 4
DETAIL D DETAIL H WW SHEET NO.
LATERAL 'V' DITCH SPECIAL NT DITCH
(Na��o s�aie� �No.io smle� ROADWAY DESIGN HYDRP.ULICS
p,o„� ENGINEER ENGINEER
o„��
�.oi - F�u G�, � n� � sioae
Ground ) p � 1"hl. Slope round 7�� F\o��e�
d d D Min. D=0.9 F.
Max. d=0.9 Ff.
Geofex�ile
Min. D= 1.5F1. Type of Liner= 4" CONCRETE
Moz. d= 1.5 Fr. FROM STA. 15+72 TO STA. 16+00 ar -savao- PRELIMINARY PLANS
Type of Liner= CL B Ri�Rap b= 5 Ft. DO NOT USE FOR CONSTRUCTION
FROM STA.23+09 TO STA.25+00 RT
DETAIL E DETAIL F DETAIL G
SPECIAL BACK OF CURB CUT DITCH SPECIAL NT DITCH SPECIAL CUT DITCH
,�orTO S�A�E, ,�������a�e, ,������<O1e, FOR -L- PROFILE SEE SHEET b
� GROUND D'itch Dit<h
� ��ral � d'� �(g< SIoPe N � r I � 6� �`e� SIaPe
Z. -�- -� �_ o.o��a z:� p ew" c�o��a L� D F\� M�,,. o=i.s Fr. NEATHER MORRiS JONES
a� M��.o= i F�. d Ma..d=is F�. UONALO ALLEN JONES O
O�PB50,6 P�'fi p2 ,� �° FOR -SRVRD- PROFILE SEE SHEET 7
Type of Liner= 4" CONCRETE � �
FROM STA.25+00 TO STA.26+50 FROM STA.26+50 TO STA.29�i��38 LT ' w
FROM STA. 11+50 TO STA.12+07 RT -SRVRD- FROM STA.14+50 TO STA.15+72 RT -SRVRD- �° °�o �. W \
FROM STA. 72+07 TO STA. 12+50 RT -SRVRD- `�
FROM STA. 16 i� 50 TO STA. 76 �i� 83 RT -SRVR0. F
� -SRVRD- PC Sia.14+07.86 � �
�� RVRD- PoT S�o. lO+pp,pp -SRVRD- PT Sio. l2+1239 \�E � � 2� \�
-SRVRD- PT Sto.13+7722 � �
5 6°0�_08. W\ -DET2- PT Sla. +20J2
EI,NSTALL OTCB, TE P.E�RARY PIPE AND DI BEFORE DETOUR
���g' � B �IDGFEQ I�STRUCTION. STEEL PLATE IN PIACE OF �� s Ne3q- 'DET - SiO. I�J'F�JLJG �
OTCB'F6R-T�T€I�DETOUR BRI ' EMBAN T IS -SRV� Sb. 955/ z5• '}
REMOVED REPLAGE'STF�ti�AZWITH CO - TCB ��9�n�
AND�RE-�OVE�TE PORARY PIP -� I�.�, - y -SRVR�- StO. �4'�'�Z.QS Bp� pF NORTH CAROLINA �
�� o�o; BEG APPROACH SLAB �= 28'�5i/' 02A' pB 9�50 PC 25i � N
-SRVRD- /o. l t �� \ -L- �� �Z0+09+/- 2- �� O+ 4 s�° �_
�
+�s -savR�- , CONS ��� l�`' � � � �
ao� �r c� s"'eNr p,R � �es� �� END APPROACH SLAB ���6�
40.63' RT -Jl�V - s �f�. ��-f� . a�� �� �e p� � A a � ���/ 6�, oe �` O. e�c
B_�/r� 7 , J� 3/ I RAP T EMBA KMEN �o �B. BAr41 O NORTN CA L�NA '�� y' �� � `� '�'4JJJ
G � +oa -sevRa ''L, �9s. �� "W se a c �p�� � � 9�5o Pc z5t , -DET2- �RC 510. l9
+23--5R ° �\ �
43' LT - 6 T� � � I INSY L CB� i'IPES BEFORE DETOUR BRID��
� 50' LT +47- D- 042 ST 5 GF � � u s
10' RT \ �n. � TAIL DI H@ ° ONSTRUCTI�JRP. �tVS L ST C5'�� IN PLACE OF CB FRP.ME,
+35 �6. �-4.,� -�% \ DE I GRATE, 8 HdOBS� AFT 15 VE0. REPLACE STEEL
,�,�i42 Q �a�S +34 -5 VR0. E. � �y. 11�0 \ ss<qs +80 L- � iE WI�W� GR�C;E,�PQN�OD
o� � P T EMBA NT - PUS� \
� � � 64' RT 130 L � � S . Fy �, � �
�`"' �✓�� 5 I l�'ltV I�y -y� 0-S RD- - . -S RD �i� VR0. SEE A�C �'r\ 730 LT +84 LBF SH \ \ t'"� i-76 -L-
�r - �'J ''�,�T� CIAL D YS �' 46.20' �T,6 CL F� 148'L J \\
'� /1 � tn �- T F . iw � a2j, 7�i�^ GF ss\ s� 1� 63 -L- 753' L \ \ �. 67.50' LT �
+27 -SRVR0. � � �6s��F� L.v\ 160'LT � 115' LT
CL 8 RIP RAP
II+79 -L-BST ��� _ � � � d f �� A�\ AT OUTLET \ � W O \ O
E% R^N � 1Z� --- P PU �~ E � " \��'q�� EST 2 TONS °�, \ \ . qa" �w
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-DET2- Pf�C StO. +4257 s rna n� s" F a� �' � ��s� 4 c� i� ea.av e Ev � ve /� �g�i o�o �uaves� � � .ss a �
+75 -L- D � . 0 1 �5� � \ \ 59.0
+oo � - � V� ex � ' O7 �o�� � es �ia c oNC � �? END CL FENCE�'�P�E
ex. cur izs� ar � � ' "� _� _ � � � V ' a �L- Sio.+i0.00 � � �'s P�F +oo -�-
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i �i c� -�_ - ?` - � �� = � - �� h l ' ��U�� ''P E� i �� - BEGiN � = ; , -� , ._� � . r a EM' � _ - -- J
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p= l2 59' 0&A' (RT 1 p= l3' 22' 375" fRT1 �= l� 02' 435' fRTI
D= 8' 48' 53A' D= lE 22' l2B D= 44' 04' 252'
L= 1473/' L= 8/J2' L= 247.42'
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R= 650.Od R= 350.Oi10' R= 130A0'
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Pl Sto 11+54J6 Pl Sto 13+323i
p= l7' 00' 43A' fLT1 p= l7' 00' 43A' fRTI
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DETAIL D DETAIL H
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Type of Liner= CL B Ri�Rap b= 5 Ft.
FROM STA.23+09 TO STA.25+00 RT
DETAIL E DETAIL F DETAIL G
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PROIECT REFERENCE NO. SHEET NO.
B-5/23 4-A
WW SHEET NO.
:OADWAY DESIGN HYDR.4ULIC5
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
FOR -DET2- PROFILE SEE SHEET 7
FOR -L- &-SRVRD- PLAN VIEW SEE SHEET 4
:� ° USE THIS SHEET FOR DETOUR CONSTRUCTION ONLY
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PROIECT REFERENCE NO. SHEET NO.
B-5/23 5
WW SHEET NO.
:OADWAY DESIGN HYDR.4ULIC5
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
FOR —L— PROFILE SEE SHEET 6
FOR —DET2— PROFILE SEE SHEET 7

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S UR VEY C01�TROL SHEET
PRELIMII�ARY
A., _
pATUM pESCRIPTION
THE LOCALIZED COONDINATE SYSTEM DEVEIOPED FON THIS PNpJECT
IS BASED ON THE STATE PLANE COORDINATES ESiABLISHEd 8Y
NCDOT FOR AqNU1,�NT "85723-�"
WITH NAD 83/2001 STATE PLANE GRIU COORDINATES OF
NORTHING: 589277.62t�4ti EASTING: t498673.652�4fi
ELEVATION: 619.061fT)
THE AVERAGE COABINEU GRID FACTOR USED ON TxIS PRWECT
IGROUND TO GRIU) IS: 0.9998740
THE N.G LA�IBERT GRID BEARING AND
LOCAIIZE� HORIZONTAL GROUND DISTANCE FROM
"BSt23-t" TO -L- STATION t0t00.00 IS
N 71° 27' 2T" E 902.47'
ALL LINEAR DIAENSIONS ARE LOCALIZED xORIZONTAL DISTANCES
VENTICAL UATl1M USE� IS NAVU 8B
PROJECT REFERENCE NO.
B-5123
Location an
Po1NT �FSCo NoRTH F�sT E�_�v�TioN i_ sTaT1oN oFFS�T
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
1 B5123-1 58�2170621� 14`�86130652� E7�3o1�� OUTSIDE PROJECI �IM1TS
3 B�-3 58�5130�`�6�i 14��2�4o1�J4� 644073 OUTSIDE PROJECI �IM1TS
4 BL-4 589`�3�0552� 15��384a443� 5�35073 2���804� 43067 �T
5 B�-5 5°�1320538� 15�i1142o596�i 587041 27�86027 5�057 RT
� -aMMY 5°����(� � 1 4`�i�� 1. ��? :i 77� � i' i��!� ��`� 1 ��'�4 35 ���' � 61. 7? ., 1 7 RT
BM1 E�EVRTION = 63�02�
N 58 756�i E 149�3�4
� STRTION 1����
N 53°55'32" W DIST �33
RR SPIKE IN BRSE OF POWER PO�E
BM2 E�EVRTION = 587a42
N 58�75� E 150�235
� STRTION 18��1 66 RIGHT
RR SPIKE IN BRSE OF POWER POLE
�_��������__����_���������������.���.���
BM3 E�EVRTION = 58�0��
N 5���45 E 15���53
� STRTION 25�77 68 RIGH1���
RR SPIKE IN BRSE OF POWEFt PO�E
�
TYPE STP�TION NORTH ERST
POT 1����,�� G895�4,5156 149�469,2733
PC 28-3�io27 59�2P�4,4�48 15�116P�,4828
PT 3�4��5e76 5�7�49oe�427 15�165Ae3927
POI 3��P8o1i 59�55�7,`�539 15�1734�332�
NOTE: DRAWING NOT TO SCALE
NOTES:
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND
ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT:
HTTPS✓/CONNECT.NCDOT. GOD/RESO URCES/LOCATION
THE FILES TO BE FOUND ARE AS FOLLOWS:
B5123_LS_CONTROL.TXT
85123 LS_LOCAL.TXT
SHEET NO.
7C-1
2. SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS
PROJECT.IF FURTHER INFORMATION IS NEEDED,PLEASE CONTACT THE
LOCATION AND SURVEYS UNIT.
3. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM,
UTILIZING THE NCGS RTN SYSTEM (VRS).
MONUMENTS USED OR SET FOR PROJECT CONTROL BY THE NCDOT
LOCATION AND SURVEYS UNIT:
• ZNDICATES GEODETIC CONTROL MONUMENTS FOR HORIZONTAL CONTROL
■ INDICATES BASELINE MONUMENTS FOR HORIZONTAL PROJECT CONTROL
E3 INDICATES BENCHMARKS FOR VERTICAL CONTROL