HomeMy WebLinkAbout20170526 Ver 1_401 Application_20170428Carpenter,Kristi
From: Dagnino, Carla S
Sent: Friday, April 28, 2017 2:57 PM
To: Chapman, Amy
Cc: AI-Ghandour, Majed N; David Bailey; gary�ordan@fws.gov;
svc.tkoch; Carpenter,Kristi; Lauffer, Matthew S; Mellor, Colin; Mills,
James M; NCDOT Service Account - Roadway Design; Parker, Jerry
A; Staley, Mark K; Wilson, Travis W.; Wanucha, Dave; Mason, James
Subject:
Follow Up Flag:
Flag Status:
S; Robinson, Beverly G
B-4807 Riparian Buffer Authorization, Rockingham County
Follow up
Flagged
The request for Buffer Authorization for B-4807 has been posted to the NCDOT
website. The electronic copy can be viewed /downloaded at
https://connect.ncdot.qov/resources/Environmental/
This email serves as NCDOT's application submittal to the NC Division of Water
Resources.
Thank you.
Carla Dagnino
Western Region Environmental Program Supervisor II
Natural Environment Section
Project Development and Environmental Analysis
NC Department of Transportation
919 707 6110 office
cdaqnino(�a.ncdot.qov
1598 Mail Service Center
Raleigh, NC 27699 -1598
1020 Birch Ridge Drive
Raleigh, NC 27610
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Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.
ROY COOPER
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Apri128, 2017
N.C. Department of Environmental Quality
Winston-Salem Regional Office
450 West Hanes Mill Road, Suite 300
Winston Salem, NC 27105
ATT'N: Mr. David Wanucha
NCDOT Division 7 Project Coordinator
JAMES H. TROGDON, III
SECRETARY
SUBJECT: Application for Section 401 Water Quality General Certification No. 4085
and Jordan Lake Watershed Riparian Buffer Authorization for the
replacement of Bridge No. 6 over the Haw River on SR 2426 (Cunningham Mill
Road), Division 7, Rockingham County, North Carolina. Federal Aid Project No.
BRZ — 2426 (1), TIP Project No. B-4807.
Debit $240.00 from WBS 38577.1.1
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 6
over the Haw River on SR 2426 (Cunningham Mill Road) in Rockingham County. The project
will consist of replacing the existing three-span, 121-foot structure with a two-span, 147.33-foot
bridge on the existing alignment. An on-site detour will be employed.
Proposed impacts include 17 linear feet of temporary impacts to the Haw River along the detour
and <0.01 acre of permanent fill in wetlands, also along the detour. The temporary river impact is
due to the placement of temporary bank stabilization at the end of a ditch along the detour. The
stabilization will be removed at the completion of the project and the area will be restored to pre-
existing conditions.
Proposed buffer impacts along the Haw River (Site 1) include allowable Bridge impacts totaling
4,713 square feet in Zone 1 and 665 square feet in Zone 2; and allowable Road Crossing impacts
totaling 1,491 square feet in Zone 1 and 3,307 square ft. in Zone 2.
Please find enclosed the Pre-Construction Notification; Preliminary Jurisdictional Determination;
Stormwater Management Plan; permit drawings; buffer drawings; and roadway plans for the
subject project. A Categorical Exclusion (CE) was completed for this project in February 2016.
The proposed let date for this project is January 16, 2018, with a let review date of November 28,
2017. However, the let date may advance as additional funds become available.
Mailing Address: Telephone: (919) 707-6000 Loca�ion:
NC DEPART�NT OF 7RANSPORTAT[ON Fux: (919) 212-5785 1020 BIRCH RIDGE DRIVE
Nn1'uxni. ErvvutO�id7' SEcnON Cus�omer Service: 1-877-368-4968 Rn1.E1Gtt NC 27610
159$ MAQ. SERVICE CENTER Websi�e: www.ncdot.gov
Rn[.e1GH NC 27699-1598
A copy of this permit application will be posted on the NCDOT Website at
htt}�s'/connect ncdot �Toviresource�;Fnvironm�ntallPa�es�default.asps, under Quick Links >
Permit Applications. A copy of the CE is also available at the above website address under Quick
Links > Environmental Documents. Thank you for your assistance with this project. If you have
any questions or need additional information, please contact Jim Mason at either
jsmason@ncdot.gov or (919) 707-6136.
Sincerely,
� Philip S. Harris III, P.E., C.P.M.
Natural Environment Section Head
cc:
NCDOT Permit Application Standard Distribution List
B-4807 Permit Application
Page 2 of 2
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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: 3 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 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.
1 g. 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 No. 6 over the Haw River on SR 2426 (Cunningham Mill Road)
2b. County: Rockingham
2c. Nearest municipality / town: Monroeton
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state g_4807
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) 707-6136
3g. Fax no.: (919) 212-5785
3h. Email address: jsmason@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. AgenUConsultant 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: 36.268252 Longitude: - 79.732626
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 2.94 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Haw River
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-V, NSW
2c. River basin: Cape Fear
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:
Cunningham Mill Road is classified as a Minor Collector in the Statewide Functional Classification System and is not a
National Highway System Route. Land use within the vicinity primarily consists of forested land, agriculture, silviculture,
and low-density residential.
3b. List the total estimated acreage of all existing wetlands on the property:
<0.01
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
168 (163 Haw River; 5 Stream SB)
3d. Explain the purpose of the proposed project:
To replace a structurally deficient and functionally obsolete bridge
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will consist of replacing the existing three-span, 121-foot structure with a two-span, 147.33-foot bridge on the
existing alignment. An on-site detour will be employed. 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�r this property / � Yes ❑ No ❑ Unknown
project (including all prior phases) in the past.
Comments: Action ID No. SAW-2009-00923
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: NCDOT
Name (if known): Erica McLamb Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5/14/2009. JD is expired; site visited 4/7/17 and there were no changes to the site or previously-JD'ed features.
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)
Tem ora T
Permanent Fill � Yes � Corps
Site 1� P❑ T (Detour) Riverine Swamp Forest � No � pWQ <0.01
Site ❑ P❑ T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site ❑ P❑ T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site ❑ P❑ T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site ❑ P❑ T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site ❑ P❑ T Choose One ❑ Yes � Corps
❑ No ❑ DWQ
<0.01 ac Perm.
2g. Total wetland impacts 0 ac Temp.
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)
Temporary Fill � PER � Corps
Site 1❑ P� T (Detour) (Bank Haw River 40-50 17
Stabilization) ❑ INT ❑ DWQ
Site ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 0 ft. Perm.
17 ft Temp.
3i. Comments: The temporary bank stabilization will be removed when the detour is deconstructed and the bank will be
restored to pre-existing conditions.
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 im acts 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 ora T
O ❑P❑T
O ❑P❑T
O ❑P❑T
O ❑P❑T
4f. Total open water impacts 0 ac Permanent
0 ac Temporary
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland (acres)
Pond ID Proposed use or Flo
number purpose of pond Flo�ode Filled Excavated od Filled Excavated Flooded
ed
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 im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico � Other: Jordan Lake
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact number —
Permanent (P) or Reason for Buffer mitigation Zone 1 impact Zone 2 impact
Tem ora T im act Stream name re uired? s uare feet s uare feet
Site 1� P❑ T Bridge Haw River � Nos 4,713 665
Site 1� P❑ T C oss ng Haw River � NoS 1,491 3,307
❑ Yes
Site ❑ P ❑ T � Na
Site ❑ P ❑ T ❑ Yes
❑ No
6h. Total buffer impacts 6,204 3,972
6i. Comments: Stream SB on the eastern side of the project is Not Subject to the buffer rules since it is not on the topographic
nor the soil survey mapping. There are 101 square ft. of wetlands in buffer in Zone 1 and 219 square feet in Zone 2.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Promotion of sheet flow and infiltration with grassed shoulders except where shoulder berm gutter to 2G1 at bridge;
Drainage system outlets to preformed scour hole; Deck Drains not required for proposed bridge; Elimination of 1 interior
bent will help with debris buildup; Used a flat rip rap pad in the south-west quadrant to create diffuse flow and reduce
velocities before entering the buffer.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Due to the project's location within the Jordan Lake Watershed, Design Standards in Sensitive Watersheds will be
employed; NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management
Practices for the Protection of Surface Waters will be employed.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory ❑ Yes � No
Mitigation for impacts to Waters of the U.S. or If no, ex lain: wetland im acts are <0.1 ac.; there are no erm.
Waters of the State? surface water im acts; alpbuffer im acts are allowable. p
2b. If yes, mitigation is required by (check all that � DWQ ❑ Corps
apply):
❑ 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 ❑ Yes
attached.
4b. Stream mitigation requested: 0 linear feet
4c. If using stream mitigation, stream ❑ warm ❑ cool ❑cold
temperature:
4d. Buffer mitigation requested (DWQ only): 0 sq. ft. Zone 1 and 0 sq. ft. Zone 2
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 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 ❑ Yes � No
requires 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.
Reason for impact Total Multiplier Required mitigation
Zone impact (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
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: Please 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:
Please 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 governmenYs 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
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ 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)?
1c. 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-to-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?
NC Natural Heritage Program data, USFWS website, NCDOT field surveys; No nesting habitat, nests, or individuals
present for bald eagle; the northern long-eared bat (NLEB) is covered by the Programmatic Biological Opinion for
Divisions 1 through 8; Habitat present, but no individuals or occurrences for smooth coneflower (last surveyed
10/15/2015). Biological Conclusion of No Effect for coneflower.
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
�Philip S. Harris III, P.E., C.P.M. _ ��('-Zg-Zo/7
Applicant/AgenYs Printed Name Date
Applicant/AgenYs Signature
(AgenYs signature is valid only if an authorization letter from the applicant
is rovided.
11
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��tblisl�ed re�ta9atians. tl�is d�terrnrnatzon may hc nc:licci u}�vr� for a peri�d ���t tu e�eecd fiv€� y�e$rs frum �Fic date af this
nc�tificatian,
� There are tivaters ad'th� 'U_S, including �.tlnnds on the abo��e r�escribed pro}cct arra sr�bjict to ths,� �crm�t requu�eny�nts a�`�ection
�(J�3 aftl�r. {:lean Water r��t �CW�1)q;33 L;SC § 13�#�3}, Uttiless there is a�'hatr�e in thc'. I�u� orour publisltied reguE�tians, this
deterrrxinatiau n�y bc rcEird rapon for a�reri�ad nat tn exceed five years 1'ram tht d�tr n� ehis rrc7tif�catia��.
���+�e stro���iw' s�li;�est yott itav� ttu; wvt�lurs uf tltic [J.S. inelucEi�i� ti�v�[I�t]�s ou ycaur pruject ar�a tierineatec�, L1ue io ih� si2r u�
yaur pr�per[y a��cUor our �rrescnt �.v�,r[�faa�l, the Cc�rps n�ay nat be abic tn accc�r��lish this ���etlan� de�in�ati�n in � timel�r manner.
F�r a tt�s�re Eittli:ly �lelir►eati�n, you ma}.� }vish ta c►btain � consultant. '1'o k�e cunsEdcreci �nal, a;r�y cieiineatioit iriust be v�j�ificd by
li�t Cur�as.
_'flie x�.�8[tr5 a1� Lhc LT.S. cm ��nur �ra�crty 17ave beeiti d�livcatcc! a�ci ihe delineativn has b�e�i ���i�ifird by �ltc Cnr�a�;, �Ve si�xsn�ly
311��,C5E yc�u fia�e this dclineatian s�brti�eyed. Upon �cvmplction, 1i11� ;5ElCV��+ S�iQll�� Ii� C�1�ic.x��cd a��d ��cri�ed �y` tll� C�4fpS. �tiC�
vc�rifiecf, this survcy ���il� �ro��ide fit� ��cur3te �i�'picuon af a!E arc�5 su[?le�t to CV�r,� jur�sdittiU�i on ynuT jsrop�fty� ���fuch, gr�vided
tltere i.� n�i c1��ge in thc l:s�� �rt�ur published re�,ciisticans, rna}� he relied upo�i frsr a p�rioci nut tn cx�ecd f��� }rears.
"fhe �}��[I3nt�s l�ak�e i�eeT7 i�ejlR�t�a a37(I SqCv���e.cl �rtcl arc: accuratc_i}� dcpictecl on tl�e plal si�ncd b}' i}1C GOCJ]S Rc.�LIC8l0Y}'
4fiicial idrniii;ed helot�r on,� Uttltss �i�.r� is u change in tlte �at�� ar o�r puhlist�cd re�ufaRi�ans, tliis deternunatic�n mx}n c�
relied u�on inr a peri�ad n�t ta exce�d fir��e }�c:� Crc7m r13e date 4�# this natiCicati�n.
_ T'E�ere �r� �iu u�s�tc:rs nCt3�� [.J_S., tv incl���le ��etl�ncis, grescnt �r� the a�+o�r� described pr�pcny kvt�ici� are aul�,T�ct r� the pc,nni�
r��uireii�t�ts a�CS�ctifln �a� af the C'le�n �4rnter,4�t {33 U�C i 3�j, Unl�ss [�ycre is a chan�c �n the lav�� or our p�bli�hrd
re�uEatinns, th�s cict.�r€�Zinati�rn e�ta}' be rel�e�i upan fur a period tto# to e��:ee[C �ive years Fra�ta tl�e d�te o#`th't5 notifacativn.
_ Thc �rraperty is lucatec� rn a�ie 4{tlie 2U +�uast�l �'r�unties subjecf tcr ree,��latia�� ut�der tk�e Cc�a�t�] Arca :1�iana�ernent.�ct �.�A�i.��.
4'nu s13o��Ed coista�t tire 13i�,�isiUn c�CC�4as�aj �'�Iana�em�ent i�t ''�`�shiti�t�ou, VC, a� (�5� ) 94b-b4�i l to dcterrninc their req�lir�er�ettr�_
Pl�cen�ent �f dre�ged or tiil r�Y�i�r.ri�t] wviih�n r4��t�r� oFl�c LJ5 andJt�r titi�etl:�i�cEs v��itkruut a(Jcpartn�cn! asf the �trmy� permit may
constittite a���tr��lion crf Scction 3[}1 rsithG Clcan �'arer Act �33 L'S�' � 132I j_ IL yca�� l�a�•c an�� questiaiis reg�rdi�ig il�is �lctrrmin:�t�i�n
�i�cUUl' tl}[ C�01�J5 YL'�T,fL�:ll6f}' FifC}'�7,CIlTT1, �lease cnntatit r'�E�[lrcv�� �i�'flli:�rrt� at �19-55�-�4R8�3 e.r;t. �G.
C. Basis F�r �c�terrr�irrutio�r
Th� thre� d?�1 s#res�m� arc rclnfi�elv u�erm�ner�i_.xvaters (RR��'�� �r�d urc umza�z�cd tribnt�ri�s_ta_ the Ha�w� T#iver. a trudition:�ll��
navi�atrl�;���ter �T�(�4�). �vhirli �5_tri�utar�' t�� lhe C'avc Fc�r Ri�'er p uavt�able ��ater uf ihe [rnit�ci �tutc�. Thc Ord`uiarv
F[i�}� �'��atcr �•1ar�5 (O�-I'4Vi1�Ts1 of ih�_trnnarnet� tritsatal^ie5 ►��ere itldicatcd 1�ti� li�e fullo�t�iu� physical rhar�rteristics• S�ti :�nd
Fa�nkw cic�r ��nt�srsil line irn ress�d on the bsn3; shcl��tn . scoln• nu�J tt�e dtstructian i�f t��reslrial ve etAtiau. ']'��r� ���et��n�Js
arc adiaecnt tc� tl�e H�st�� Raver and meet khc Ii;��ciron3ir�ilc ►���etq�iian, wetlant� h���irolv�v�,unsi li�►�drfc s��l crjleri�s uf thc 19�7
C:or�s aI �rs�in�ers �'�etEund Delinesrtion A�1�iiuAl. .
�'. .�4rlll C1Yl�i ti
T�1re Hmtri� River, sfrclm St1 �n�! Stre�n� Si` are crenr��al streums tl�at x��ill r�c uir� 2:1 rnati ;Y�16p, �tPC�flttl �� IS �Il
inl�ruutteni s.tream In¢I:in� Im�ortant s��lu�tir Cunclinn �nd ���ill not rec�utrc con�tsa`tis�tnrv� miti�:�tinn ff fn7pacts oC��r
�. .hppe�]S Iri�(��rn�#it7n {'1'his i��fc+r�t�:tliUr� app�ies only� tu apprnr�et2 j�trisdictinrsal �ieterm�na#�vns as i�idiiated �n B.
atrove}
TEu� eurrespr�nd�nec �or�s�itutes an ap�rot�ed jurisdie.tion�l ct�trrrnir,aiinn for 3he at�a�'�: d�sst'ibed s'tte_ IE`yc�u abfect #o tllis
ilets;r�rtittatiun_ _yc�r� m;�� rrquest a,n ac��ninisirat'tti�e ap�SE:�I un�ler[`�rrps fe�ulatic�z�s a1 � 4 Cr� part 331�. Fnclosed yvu }ti�ill fi�i� a
�Juiilit:t[inn c7C;�p�,eal Prvc�ss fI�AE'} ta�:t slieet an�l rrqucst fnr app�a� ��F.4} %rrn, l�yesu rtyu��t ic� appeal t13is deter�s�u7a�ivn y�u
must suhn�it � earnp�eted l�F'A forrn to thc I`oll��►ving adc�ress;
L�istrict Ln�ineer, 1�J�[min�,tr�n Rcgulatary Divisir���
Attn::"�r���ew 1�Villiams. Pfo,�e�t iviana�er,
Italei�it �.'.e�;ulalar}� iicld 171�cc
3�31 lleriiagr'1'rad� Drive, 5uite 1{J:+
��r��k�: l�ure�l, �or�h ('arn3ina �7587
!n carder far an 1�1�.� Err }ae accepsed by the C�i�as, tlie C'a�ps must d�;tem�ine that it is �om}�I�te, tliat it meeE,� the crit�;ria far appeal
und�r �3 CF� ��ri 3 i 1,5, a��cE tlsat it h�s I�r.cn rre.�i��cd 6�' thc T)istrict t3ftice �vit��in �U d�ys of �he d�ke �f Rhe tti.�iy. �t���ld y�u
�l�cic�c tu suhmit an I�.FA f�arm. it ntust b� re�ei°�'e�i ai 17�� al�n��e �d�ress bv June� 1"�. 3fMG�1.
*'"lt is nni necessary to subrftir an 1���4, fc�rrtl to tljc: T3istrict �Jftice if yrou do nat �L�jcct #o the deiermity�ttoii en diis carrespondet�ce,"�'
Car�s Re�ula�c�r�� C?ffici��[; �� PL/�.�a��
Liate M1�#a►' 1�#, ZO��J
�xpirati�n Liate_ !1•I:►y� F4, 2�J1�
�1'he ��Jilnzin�lnn �7islr€ct is caitutiittcd Iu providin,� the 17ighest �e�'ei s�f suppor4 to khe publtc. T+� i�elp us ensUre u�'a continue to do so,
plcasc cnm]�Eet� the C'ustuttler Salisla��inri Surve}� Jncated �t our 4ve.bsite sE http.r?res�ulnzorv,us�cesurv�v.cc�m� tn compiete tlze sun�ey
un! inc,
C:n�y furn�shed:
r1rt1}� Tuliss
;tiorth �aralin� Di:partn�tnE c�l'�a[ural i�esaurces
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t �j�B�,,����,w. North Carolina Department of Transportation
St[)i't714YdtP�' Highway Stormwater Program
_�'%
STORMWATER MANAGEMENT PLAN ��''�-��---��
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 38577.1.1 TIP No.: B-4807 County�ies): Rockingham Page 1 of 2
General Project Information
WBS Element: 38577.1.1 TIP Number: B-4807 Project Type: Date: 2/7/2017
NCDOT Contact: William H. Elam Jr., PE/Craig J. Lee, PE Contractor I Designer: William H. Elam Jr., PE/Craig J. Lee, PE
Address: 1020 Birch Ridge Dr Address: 1020 Birch Ridge Dr
Raleigh, NC 27610 Raleigh, NC 27610
Phone: 919-707-6718 / 919-707-6708 Phone: 919-707-6718 / 919-707-6708
Email: belam ncdot. ov / c'lee ncdot. ov Email: belam ncdot. ov / c'lee ncdot. ov
CitylTown: Reidsville Count ies : Rockin ham
River Basin s: Ca e Fear CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Description
Pro'ect Length lin. miles or feet : 0.19 Surrounding Land Use: �Noods
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.7 ac. 0.5 ac.
Typical Cross Section Description: Two 11' lanes, 4' paved shoulder, 2' grassed shoulder, side slope vary 2:1 to 3:1 front Two 11' lanes, 1' to 2' grassed shoulder, side slope vary 2:1 or flatter front slope, and
slope, and 2:1 back slope 2:1 or flatter back slope
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 4,600 Year: 2035 Existi� : 3,555 Year: 2018
General Project Narrative: The project consists of replacing Bridge# 6 on SR 2426 (Cunningham Mill Road) over Haw River. The approach work will consist of raising the existing roadway grade and
(Description of Minimization of Water providing paved and grass shoulders and guardrails.Bridge #6 existing 3 span structure (117.7'total length) will be replaced with a 2 span (1@80', 1@65) 33" Box Beam with 4'
Quality Impacts) caps. Bridge #6 eliminates 1 bent which is at water edge and the new interior bent avoid all jurisdictional features.
Best Mgmt. Practices:
-Promotion of sheet flow and infiltration with grassed shoulders except where shoulder berm gutter to 2GI at bridge.
-Drainage system outlets to preformed scour hole.
-Deck Drains not required for proposed bridge.
-Elimination of 1 interior bent will help with debree buildup.
-Used a flat rip rap pad in the south-west quadrant to defuse flow and reduce velocities before entering the buffer.
Waterbody Information
Surface Water Body (1): Haw River NCDWR Stream Index No.: 16-1(b)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V)
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification: None
Impairments: None
ThreatenedlEndangered Species? No Comments:
NRTR Stream ID: Haw River Buffer Rules in Effect: Jordan Lake
Project Includes Bridge Spanning 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 justifcation in the General Project Narrative) General Project Narrative)
1�if;Olti�'1�r' North Carolina Department of Transportation
S-lU!C1.11�Y'�1��T
_. Highway Stormwater Program � �
STORMWATER MANAGEMENT PLAN ,— `
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 38577.1.1 TIP No.: B-4807 Count ies : Rockin ham Page 2 of 2
Preformed Scour Holes and Energy Dissipators
Drainage Pipe/Structure BMP
Sheet Station (Road Projects) or Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w!
No. Coordinates (Non-Road Projects) Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules?
4 -L- Sta. 13+80 LT (1)Haw River PSH Class'B' 0.1 Pipe 15 0.5 0.6 Yes
Additional Comments
PSH outlets approximately 50' from buffer
* 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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VICINITY MAP
�`�'�� °JT'! 4 ���y � ��I' I�'I�� ��:`s�� i ' ��Z,1I'�,���, PERMIT DRAWING
I�Id�ISI�� i"� c�III��' I�I�I�(��II—I� `U���/����� SHEET 1 OF 9
1
R OCI�II�GHAM CO U1�T Y
LOCAT7011t: BRIDGE NO. 6 OVER HAW RIVER 0111 SR 2426
(CU11tNTNGHAM M�T I, RD.)
TYPE OF WORK: GRADI11lG, DRAI11lAGE, PAVI11lG, A111D STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN TIP PROJECT B-4807
—L— STA. 7 + 50.00
E TO u5 /5B
AND MONROETON
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2018 = 3,555
ADT 2035 = 4,600
K = 13 %
D = 55 %
T = 6 % *
V = 55 MPH
Voer= 45 MPH
* TTST 1% DUAL 5%
FUNC CLASS = RURAL COLLECTOR
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-4807 = 0.163 MI
LENGTH STRUCTURE TIP PROJECT B-4807 = 0.028 MI
TOTAL LENGTH OF TIP PROJECT B-4807 = 0.191 MI
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77 � � � I TO GUlLFO�
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END TIP PROJECT
—L— STA. 17 + 60.00
Prepored !n the Offlce of:
DIVISI011I OF HIGHWAYS
1000 Birch Ridge Or., Raleigh NC, 27610
DESIGN SPECIFICATIONS
RIGHT OF WAY DATE: JAMES A. SPEER, PE
JANUARY 2b,.2017 PROJECT ENG7NEER
LETTING DATE: NYA K. BOAYUE, PE
JANUARY 16. 2018 f'ROJECT DESlGN ENGINEER
. • . 'L PROJCt.Y RCFERL�'CE NO.
���,. B-4807
STwTE aRoil:O. Fw.v0.0tN0.
38577.1.1 I BRZ-2426(�
38577.2.1 I
38577.2.2 I
HI'DRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
1L -
PE
RW
UTIL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEO
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
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D= 8' 30' 03f D= S 3d 03J' D= 8 3d 03l D= 8' 30' 031'
L= 186.48' L= 180B1' L=/85.65' L= 183J8'
T= 9384' T= 90.95' T= 93.42' T= 92J6'
R= 674.00' R= 674.00' R= 674A0' R= 674.00'
SE = VAR. SE = 4% SE = 4% SE = VAR.
BEGI N TI P PROJ ECT 6-4807
-L- STA. 7+50.00
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CUT EXISTING CONCRETE �;,�'- .- �, ,I
ABUTMENT TO EL = 684.0' ��� � f � ����� �V � �-
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NO IMPACTS DUE
TO PROPOSED BRIDGE
= R # PROIEGT REFERENCE NO. SHEET NO.
B-4807 6
ROADWAY DESIGN HYDRAULICS
2 6e I� L FT ENGINEE2 ENGINEER
I V L EL V=69 a48'
_ '
� _ �+20
C = �52'
-L- TA 12 I� 89.00 —
1 tw 0', 1 C 65' E = 8
33" B% BE W/4' APS
SKEW 90 - ��
�� � p��
��/�% .��V
_ — — — — i— ,� i +ii3 96i — —
EXCAV TION O NA URAL OUND
APPRO . EL=6 4.0'
CUT EX STING CONC ETE '� r I CLASS 11 RIP P ��. ��
ABUTM NT TO EL=66 .0' KEY-IN 3.5'
K IN 3.' � � � � —
�
— — TAe 17 6 °0
BE IN GR DE �
+ WS(21 015)= 80.5' '�
EL�� 91 SEff S EET 4 OR PLA IE
EN 0 E LA
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
L
E = 94J '
V = `r STA. 4+90 DEf-
�r-iBb
P EL a9i.a Pl = O 48
KEW= 0' _ 7
KC = 8 �
� ! //.4 /
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`� _ — — "'_ �
//
B GI G ADE
E. 6970 8' ""'S— 805' ND GR D
ws�an, o,s�= eos
__ _ DE L— STA. f�f 3.3
w';' EE HE T F R P N VI W
�<;, s
��
10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
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 -DET- 14+65 LT Bank Stabilization < 0.01 17
1 -DET- 15+22 to 15+68 LT FILL < 0.01
TOTALS*: < 0.01 < 0.01 0 17 0
*Rounded totals are sum of actual impacts
NOTES:
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-�e ;he�t !A Fur I�iil ;� af '�hect�s�
� r Shc�t 16 Fc�r Conv-�nti��ial � mrc�l�
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� Jl'.;��'�[`'�� ��I� _I���� JI`'l� 'Cy.{��_�,��IL,�[:�°��..� BUFFER DRAWING
I[� 1[ '��y II � 1[ �� l� ,� I�� I�- � 1_[ �(� I[�'� ��'� ��`1y � S H E ET 1 O F 9
ROCI�II�GHAM C4U1�TY
LOCATION: BRIDGE 1V0. 6 OVER HAW RIVER 011t SR 2426
(CUNNINGHAM MILL RD.)
TYPE OF WORK GRADI11lG, DRAI11tAGE, PAVI11tG, AND STRUCTURE
BUFFER IMPACTS PERMIT
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
50 25 0 50 loo
�1�7T� �
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
to 5 0 to 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2018 = 3,555
ADT 2035 = 4,600
K = 13 %
D = 55 %
T = 6 %a *
V = 55 MPH
VpET= 45 MPH
* TTST 1% DUAL 5%
FUNC CLA55 = RURAL COLLECTOR
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-4807 = 0.163 MI
LENGTH STRUCTURE TIP PROJECT B-4807 = 0.028 MI
TOTAL LENGTH OF TIP PROJECT B-4807 = 0.191 MI
Prepored in ihe Offlce of:
DIVISION OF HIGHWAYS
/000 Birck Ridge Dr., Raleigh NC, 27610
DES7GN SFECIFICATlONS
RIGHT OF WAY DATE: JAMES A. SPEER PE
JANUARY 26, 2017 PROJECT ENGMEER
LETTING DATE: NYA K. BOAYUE, PE
JANUARY 16, 2018 rno�cz nesrcN sucr�vrFe
��'� B-4807
38577.1.1 BRZ-2426(1)
38577.2.1
38577.2.2
HYDRAULICS ENGII�EER
rE.
srcxArUns:
ROADWAY DESIGN
EI�GINEER
SlGNATURE:
1.
PE
RW
UTI L
DOCUMENT NOT CONSIDEREO FINAL
UNLE55 ALL SIGNATURES COMPLETED
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
P.E.
ST.4TE H7GHN,9Y DESIGN ENG7NEER
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P! Sto /0+9384 PI 510 /2+77.43 PI 5fo OtllJ9 P/ Sla /8+9558
0= l5'Sl'08.4fRT1 �_ l5'22'122fLT1 p= �5'46'55.6'tLT1 0= l5'34'18.3'(RT1
D= 8' 30' 03f D= S 3d 03J' D= 8 3d 03l D= 8' 30' 031'
L= 186.48' L= 180B1' L=/85.65' L= 183J8'
T= 9384' T= 90.95' T= 93.42' T= 92J6'
R= 674.00' R= 674.00' R= 674A0' R= 674.00'
SE = VAR. SE = 4% SE = 4% SE = VAR.
BEGI N TI P PROJ ECT 6-4807
-L- STA. 7+50.00
BERiIE R. SMELTON
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SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP
BEGIN APP. SLAB.
i_L- STA. 12+04.31 END APP. SLAB.
TYPE III �4�_5�� -L- STA 73+73.69 T TypE III
TYPE III
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FROM -LDET- STA. 15 � 74 TO STA. 7G �?0 LT
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END -�_DE��I- �kADE
STQ 18+6���7
-L ��a���„�_� �'
PROIKT REFERENCE NO.
B-4807
RNJ SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
IDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BUFFER DRAWING
SHEET 2 OF 9
DETAIL D
RIP RAP AT EMBANKMENT
� Nm�o S�oia�
io�m��.--�
Di1cF -" 1.0'min I.5
Grad� � -
GEOTfXiILE
TYPE OF LINER- CLA55 I RIP RAP
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E N D TI P PROJ ECT 6-480
-L- STA. 17 + 60.00
O
CUNMNGMAM MILL.LLC
GLI
� ALLOWABLE IMPACTS ZONE 1
�: � �
ALLOWABLE IMPACTS ZONE 2
GRaPHI'_ SCALF
SEE SHEET 6 FOR PROFILE VIEW
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D= 8' 30' 03f D= S 3d 03J' D= 8 3d 03l D= 8' 30' 031'
L= 186.48' L= 180B1' L=/85.65' L= 183J8'
T= 9384' T= 90.95' T= 93.42' T= 92J6'
R= 674.00' R= 674.00' R= 674A0' R= 674.00'
SE = VAR. SE = 4% SE = 4% SE = VAR.
BEGI N TI P PROJ ECT 6-4807
-L- STA. 7+50.00
BERiiE RfSNEtiON - -. ' - i l / `` ~ � � , i � � �
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SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP
BEGIN APP. SLAB.
i_L- STA. 12+04.31 END APP. SLAB.
TYPE III �4�_5�� -L- STA 73+73.69 T TypE III
TYPE III
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PROIKT REFERENCE NO. SHEET NO.
B-4807 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRP.ULICS
ENGINEER ENGINEER
IDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BUFFER DRAWING
SHEET 3 OF 9
DETAIL C UtIAIL u
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B-4807 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRP.ULICS
ENGINEER ENGINEER
dN�C!O�![�1LE lE I�.L�NS
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DETAIL G
SPECIAL CUT BASE DITCH vmRIP RAP
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CUT �ITCH w-RIP �AP
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SPECIAL CUT BASE DITCH w�RIP RAP'
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DETAIL G
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PROIKT REFERENCE NO. SHEET NO.
B-4807 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRP.ULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
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PROIKT REFERENCE NO. SHEET NO.
B-4807 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRP.ULICS
ENGINEER ENGINEER
dN�C!O�![�1LE lE I�.L�NS
D�O NOT Lltil; ROR / W AfQt'ISITI�DN
DOCUMENT NOT CONSIDERED FINAL
UNLESS AlL SIGNATURES COMPLETED
,�J _ ,�1��_ ri�r-�v, _ _ � -� _,- -- _
07.5" E
� R � - ��F �— — �_ --, -_
.�
��I I � w
C �
m___-°'
JSL�—_�PU �i
I�'/ —
i � �S� � �
�`�t _ , —
S �S,-
— _ �1
y - ...__SP �
/
��ALLOWABLE IMPACTS ZONE 1
5
��\�R�
������� ALLOWABLE IMPACTS ZONE 2
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ftZ) (ft2) (ftZ) (ft2) (ft2) (ftz) (ft2)
1 LDET 14+12 RT - 14+40 RT X 127 1007 1134
1 LDET 14+40 RT - 15+40 RT X 3915 308 4223
1 LDET 15+40 RT - 16+05 RT X 962 1950 2912
1 L 11+75 LT to 12+16 LT X 402 350 752
1 L 12+16 RT to 13+61 LT X 798 357 1155
TOTAL: s2oa 3972 10176 0.0 0.0 0.0 0.0 0.0
Rev. Ma���P 2016
Rev.Jan 2009
�f
C /II'f � �� � 1/ �� IC _�l
� fi Cl IC r r l�_�ip� i�ii n�7/ � i� _�l;
_� h='t I1� i ul ��LJ�b-� i._'l7ii I/F'F��
�
�
S�s1�l-� '�1F^ �i(�1' `'T'�i '��,��1 ;'�I�����J=�
I!�`�•.' I�ll��� ���` I��1 I�(�� � I���9�
ROCI�II�GHAM CO U11tTY
LOCATION: BRIDGE NO. 6 OVER HAW RIVER ON SR 2426
(CUNNINGHAM MILL RD.)
TYPE OF WORK: GRADIIIIG, DRAI11lAGE, PAVI1�lG, A1VD STRUCTURE
BEGIN TIP PROJECT B-4807
-L- STA. 7 + 50.00
BEGIN BRIDGE
— — STA. 7 +1
E TO US 158
AND MONROETON
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
-L- STA. 13 +
� •.
1�q
tis�� 8�
\O �
I
�
/)
`�,
�� � SR 2426 CUNNINGHAM MILL RD.
��
TO GUILFORO C0.
AND NC 150
�'�su=.
// � � _ — _—_
%� — 15 _ .-. —_
END TIP PROJECT 6-4807
-L- STA. 17 + 60.00
TL+ TC �ROJL[Y RL•P6RN*It'fi NO. s^pT 5��� ,
���,TS
��� B-4807 1
�TATC aROJ.wo. F.,f.crto�.No. I DF.SCRIM'foP� I
UDCUMENT NOT GONSIpERED FINAL
UNLESSALLSIGNATURESCOMPLETED
HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepa�ed t� rne Office of: STATE OF NORTH CAROLINA
ADT 2018 = 3,555 DIVISION OF HIGHWAYS
5� 2$ 0 $0 100 ADT 2035 = 4,600 /000 l3irch Ridge Dr., Ruleigh NC, 276l0 �;a u��
`� � � ��I� LENGTH ROADWAY TIP PROJECT B-4807 = 0.163 MI
K = �3 % 2072 OL•S]GN SPECIFICATIONS ���' �( � yn�.
PLANS LENGTH STRUCTURE TIP PROJECT B-4807 = 0.028 MI r.E. '
D = 55 % sicNAruxE: � � � ��
5o zs o 5o ioo T= 6 %* TOTAL LENGTH OF TIP PROJECT B-4807 = 0.191 MI RIGHT OF WAY DATE: �AMES A. SPEER, PE C��l'��,
rao�acr r.NcrxaFn ROADWAY DESIGN � ., ,�;�
V= 55 MPH JANUARY 26, 2017 ���° � ��
PROFILE (HORIZONTAL) ENGINEER ��,�� ���i�
VoET= 45 MPH
l0 5 0 l0 20 * TTST 1% DUAL 5% LETTING DATE: NYA K. BOAYUE, PE _
JANUARY 16 2018 %ftOJECT PF.SIGN F,NGlNEER
FUNC CLASS = RURAL COLLECTOR
PROFILE (VERTICAL) SUBREGIONAI TIER %'E. P.E.
SIGNATURE: STATE H7GfiW'AY DESIGN ENGINEER
BOUNDARIES AND PROPERTY.•
State Line ----- -----
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin ;
Property Corner --x
Property Monument �E„s
Parcel/Sequence Number 123
Existing Fence Line - -
Proposed Woven Wire Fence
Proposed Chain Link Fence �
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -w -_ _ _ _
Proposed Wetland Boundary w��
Existing Endangered Animal Boundary E^s
Existing Endangered Plant Boundary �Fa
Existing Historic Property Boundary ��s
Known Contamination Area: Soil `�� � h
Potential Contamination Area: Soil -�?� ;�?�;
Known Contamination Area: WaYer - � �` � �
Potential Contamination Area: Water -`,;'t' :?�
"�— (_
Contaminated Site: Known or Potential ��i,'_
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U/G Tank Cap =
$ign
Well w
Small Mine
Foundation 0
Area Outline I I
Cemetery ��
Building �
School �
Church �I
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir � �
Jurisdictional Stream 15 -
Buffer Zone 1 az i
Buffer Zone 2 sz z
Flow Arrow E
Disappearing Stream , - -
Spring ,-,�- �-_ _: -_
Wetland �
Proposed Lateral, Tail, Head Ditch T` ��
False Sump �
S°'I's��'1rlE; ��lF�" ����]l�°1I']�I ,��'s�]�f�v]L�?�,�1, ]D1[ S�II�II���� ,�71_F' 1H[J[�G�NI`�ya%�`���
CONVENTIONAL PLAN SHEET SYMBOLS
Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
RAILROADS.•
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF W.9Y.•
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 R!W 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
�fi
z�w rF:�,v��r�,;�r;,-,o�
v,��G�,;�
�
cw�c-n
W
0
W
�
�
�-':
�
E
E
TDE
PDE
DUE
PUE
TUE
AUE
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 Curb Ramp � ��+!
Existing Metal Guardrail '
Proposed Guardrail T T T T
Existing Cable Guiderail ° ° °
Proposed Cable G�iderail " " � °
Equality $ymbol �
Pavement Removal �
I�EGETfITION.•
Single Tree
$ingle Shrub
Hedge
Woods Line -
r:,
:
Orchard
Vineyard
EXISTING STRUCTURES.•
MAJ O R:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Pawer Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS B(S.U.E.*)
WG Power Line LOS C(S.U.E.*)
U/G Power Line LOS D(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Cable LOS B($.U.E.*)
U/G Telephone Cable LOS C(S.U.E.*)
U/G Telephone Cable LOS D($.U.E.*)
U/G Telephone Conduit LOS B(S.U.E.*)
U/G Telephone Conduit LOS C(S.U.E.*)
U/G Telephone Conduit LOS D(S.U.E.*)
U/G Fiber Optics Cable LOS B(S.U.E.*)
U/G Fiber Optics Cable LOS C(S.U.E.*)
U/G Fiber Optics Cable LOS D(S.U.E.*)
�--•
PROIER PEFERENCE NO. � SHEET NO.
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line LOS B(S.U.E*)
U/G Water Line LOS C(S.U.E*)
U/G Water Line LO$ D(S.U.E*)
Above Ground Water Line
N:
N Pedestal
N Tower
U/G N Cable Hand Hole
U/G N Cable LOS B(S.U.E.*)
U/G N Cable LOS C(S.U.E.*) —
U/G N Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
GAS:
Gas Valve
Gas Meter
U/G Gas Line LOS B(S.U.E.*)
U/G Gas Line LOS C(S.U.E.*)
U/G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S.U.E.*)
SS Forced Main Line LOS C(S.U.E.*)
SS Forced Main Line LOS D(S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B(S.U.E.*)
WG 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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AATUR
E.O.I.
BEGIN TIP PROJEC
-L- STA. 10 + 00.00
��i
E TO US 158 AND MONROETON
L
�� ��,� �� �� ���F�H � �
�r ��� �,� � �t ;�-� � �� _�_�� �
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FnT �-.-�9.�i ai�,^ �,�;s r a _
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i�.a�y _-.N.NCn i ,��i.��iis� i�_i-u�.iv.;- ,
� � ;9 3�.�� ,i,,,�.e�a5i � � s
� I zi.iz -�a.a� �1ni�,,.ia�n nta -.�a-..-a
I. -�l1.12 .��1 �I`I:"� .:!'-14 I�t:ill`�.�I"i7
� �� -- �.�o �, �a�:�o�a� � a v,� a-
� f 6� ,�� �.3�� a�,���. �� � � � � =
-•6�.1[� au'..b�i? a1c,��.�l�.�TqE5s li.gq��.3[646
L -i.i.t341 -��.1311 �'=ilr,9r,�.-4��i�_ 1'�4_lS.y�i�3V
L 1'�6Li.�l� -L�.'S�7 �1,'=i5-. ��3� ��� �91�d3
� ��.hm.am -.,m ,i - -:�i��,,� i � =,-,�n
- FREL_�+IINARI' NEW PE�MAPJENT C1nPIhJHGE LiTILIT �;�EM�fd7S
aL1i�PJ I ST�111�IV ;7FFSET PJORIH EC61
� I ����.�a�� -as.��� it�ior_,.-iii�G, i� i�=.s-,��s
L 13�9�.'S� --�.a� �Ii�v�.d39E� 1/�-1-7.!:5E-12
L =".=�m -i(1.(1Q I -iT0 1 dP'g.=:s'�1�@
� .�,].i�Ln �.l.yll I - = 1 J --- -..
B-4807 S UR VEY C01�TROL SHEET
BEGIN BRIDGE
-L- STA. 12 + 15
IT IIT1L; Ti
Ji'F'--H
i . :_ i<<��;.
yt ,t�
i � 5a
'17 4--�.�s:%il
�� � „���
917.:� �.�:t�4>5
91�4`+�.9192�
17 a ;. i9'�:7
1 4:'.yA%34
a: ��,ac
;i,=���...��ac�=.
91' 3430
a� -�a- -.sia:=
n- , ��,�5.,
11:< C.2n127
31� SI 13S2f
1 ,.�7
S1 /F " .34
�] 4 V7262t
`fJ6-iG 97.ha
I� 1 . ��9' �iL
-. .- -.4�i.4�ia-c:=..
NOTES
1. THE CONTROL DATA FOR THIS PROJECT CAN B� FOUND EI.ECTRONICALI.Y BY SELECTING
PROJEC'T CONTROL DATA AT:
HTTPSJ/CONNECT.NCDOT. GOU/RESO URCE �LOCATION/PAGE�DEFAULT.ASPX
THE FILES TO BE FOUND ARE AS FOLLOWS:
B4807 LS CONTROL.TXT
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER
'= INFORMATION IS NEEDED,PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
°'� � INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT
�'�?� � CONTROL BY THF, NCDOT LOCATION AND SURVEYS UNIT.
�� "� PRO•JECT CONTROL �STABLISHED USING GLOBAL POSITIONINC, SYSTEM.
�
^
o°
����ti
�� ��
�� `
P�
�
/ � �'
1 (
i �/
1 ; �'� j�
�� �
� � I /(
;
,
� 1"= 7i;UVV M-N-'1A4 4ril- R/) ' n_T \.,
,. i .,, I -
-L- STA. 13 + 75.30
PROJECT REFERENCE NO. SHEEf NO.
B-4807 1C
Location and Survevs
__ _ TO _GUILFORD CO. AND NC 150 -
r�
r r r:� ruNE m
nrn � F� a
- N mb ,� ik � � oM�
- � . � i c4� = E�Ev �w.�i
\ , _ 1 �\
END TIP PROJECT B-4807
-L- STA. 17 + 60.00
BASELINE DATA
LL
"�i7rIT ❑E`�I . II_iFTH tA=,T I Ll_J5T1!IN l �T�71=I�1 I F-'��ET
I F�} �' 1 L �-� �' .�� li .�� 4 ���L -`- 1 ii L�- F IC_` L I�11T'
� C� �i � l -�. F1 �N 1 ��1y 1 ID �L�l� I�1 i i 1LE h i_E-T LIMIf'-
'- _��1= I ='� 7 ��1 17 -.�i �i% ; __ �-' �` I`� I? �i
-1 oL-� L_L�+ .-0s: � 1_=1�7' .,�= i0L_ �� I-:LUE F-,�_�E'- L1h11T5
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED DN THE STATE PLANE COOR�INATES ESTABLISHE� BY
NCDOT FOR MONUMENT "84807-2"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 918.258.6151ft) EASTING: 1.783.398.5151ft)
ELEVATION: 708.01'(ftl
THE AVERAGE COMBINEO GRID FACTOR USE� ON THIS PROJECT
IGROUND TO GRIDI IS: 1.0000018754
THE N.G LAMBERT GRID BEARING AND
LOCALI2E� HORIZONTA� GROl1ND DISTANCE FROM
"'B4807-2" TO -L- STATI�N 10+00.00 IS
S 33°07"05° E 820.78"
ALL LINEAR �IMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
BENCHMARK DATA
-�, e��vc.Trni; _ _ .:�,-
i�� ��i?;6> E na�iu�i
,-_ =.rar�im� �_•e,r�.N�a z�=� ,_:_,-i
�� �sFtkE nv �our oF iz� e�A��
...... ............... . .. <,. ..
GGM� ELEVHif�il�J =. 714."
,. tii�aaal e t75a,72
�� �TATI�utJ 3s-NB.t��7
.- ���E�'41.:'�-� - Ciic7 -,-,i�l�
�_ ��i'' ir: i,i ��i= � rii�_i����F;,
NOTE: DRAWING NOT TO SCALE
r
z
0
">
�
ft SURVEY
PAVEMENT SCHEDULE
PflOP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 825.0B,
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, E2 qT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
C7 AT AN AVERAGE RATE OF 224.0 LBS. PER SQ. YD. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 5.5° IN DEPTH.
. J _. _T _,, --�-�
C2 PROP. APPflOX. 3° ASPHALT CONCRETE SURFACE COURSE, TYPE S9.58, --�� � � y =__
AT AN AVERAGE RATE OF 168.0 LBS. PEP S�. YD. IN EACH OF TWO J PROP. 8' AGGREGATE BASE COURSE. ___I� z 5� \-
LAYERS. — � 3„ ` � .- MIN. } U �-.,.� 2 5" . ���� — — _
MIN. 3„
MIN.'}/� f MIN.
PROP. VAR. DEPTH ASPHALT CONCRETE SUIiFACE COURSE� TYPE S9.56,
C3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1' DEPTH. TO P pRIME COAT AT TNE RATE OF .35 GAL. PER sa. vo. Detail Sh owin Meth od of Wed ifl
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. g J J
01 PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, T EARTH MATERIAL. r
TYPE I19.06, AT AN AVERAGE RATE OF 285 LBS. PEF S�. YD. `� —�
�
PROP. VAfi. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, 22'
D2 TYPE I19.OB, AT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PER 1" U EXISTING PAVEMENT.
DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR g' 11' 11' g� 8' �
GREATER THAN 4.0" IN DEPTH. 9'W/GR 9'W/GR
PROP. APPROX. 4.0° ASPHALT CONCRETE BASE COURSE, TYPE 825.08, 4'PS � i 4'PS
E1 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. W VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL)
D1 C2 %GOINT C2 D1
NOTE: PAVEMEN? EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
6'
9' W/GR
08
1
02
�-�DET-
zo�
i
GRADE
POINT
02
6, i 3,
08 ' ' ,��
�3:1 �
GRADE TO THIS LINE
TYPICAL SECTION NO. 3
USE TYPICAL SECTION NO. 3 AS FOLLOWS:
—LDET— STA. 11 +23.67 TO STA. 14+40.00 (BEGIN BRIDGE)
—LDET— STA. 15+40.00 (END BRIDGE) TO STA. 18+63.37
� �DET-
�
BEGIN BRIDGE -LDET- STA. 74+40.00 TO END BRIDGE -LDET- STA. 15+40.00
EXISTING
GROUND
I P
08 02 / 02 08
3;�
21���
EXISTING �PSE�'.5� T E1 �-- � 9.5" E1 T
GROUND
c�.�.�.td.��.rt�r GRADE TO THIS LINE
TYPICAL SECTION NO. 1
�-L-
EXI
g' 19' 11' 6'
9'W/GR 9'W/GR
4' PS 1 i 4' PS
C2 GRADE C2
' POINT
08 02 02 08
,L1
T Et 01 D1 E1 T
GRADE TO THIS LINE
TYPICAL SECTION NO. 2
�—L—_
30'-10"
?7
PROIECT REFERENCE NO. SHEE7 NO.
B-4807 2
WW SHEE7 NO.
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT GONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EXISTING
GROUND
USE TYPICAL SECTION NO. 1 AS FOLLOWS:
—L— STA. 10 + 00.00 TO STA. 11 + 50.00
—L— STA. 14 + 00.00 TO STA. 17 + 60.00
NOTE: OVERLAY EXISTING PAVEMENT W/Cl
FROM —L— STA. 7+ 50.00 TO STA. 10 + 00.00
EXISTING
GROUND
4i��/nmi.�i�i,.6l.ai�.�@�.a
USE TYPICAL SECTION NO. 2 AS FOLLOWS:
—L— STA. 11 +50.00 TO STA. 12 +16.31 (BEGIN BRIDGE)
—L— STA. 13+61.69 (END BRIDGE) TO STA. 14+00.00
1'-1" 4'-5" 11' 11' 4'-5" �'_�"
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33' OUT TO OUT ( 17 BOX BEAM UNITS)
TYPICAL SECTION ON STRUCTURE
BEGIN BRIDGE -L- STA. 12+16.31 TO END BRIDGE -L- STA. 13+61.69
NOTE: SR 2426 IS A LOCAL BICYCLE ROUTE.
DETAIL A DETAIL B DETAIL E /
SPECIAL CUT DITCH TOE PROTECTION SPECIAL CUT DITCH -L DETAIL F
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a=, o Fi_ L= 40.75'
6=4.0 Ff. Geotex�ila Geo�e.fiie Min. D=1.0 FI.
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FROM STA. il �I- 50 TO STA. 12 �I� OS-L-LT. SE = NC FROM STA. 7+92 TO STA. 8+12-L-LT. �/
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EXIST. WW PAVEM NT ba.00' LT. m
SPECIAL CUT BASE DITCH wrRIP RAP �' WO 5
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B-4807 4
WW SHEE7 NO.
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DOCUMENT NOT GONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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T= 93.84' T= 90.95' T= 93.42' T= 92.16`
R= 674.00' R= 674.00' R= 674.00' R= 674.00'
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