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Home My WebLink About20170824 Ver 1_Bridge230188CLPCN-packet_20170705STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER Govers�oa July 6, 2017 Wilmington Regulatory Field Office US Army Corps of Engineers 69 Dazlington Avenue Wilmington, NC 28403 ATTN: Liz Hair, NCDOT Coordinator Dear Madam: JAMES H. TROGDON, III Secaernrtv Subject: Pre-Construction Notification for bridge 230188 repair due to damage by Hurricane Matthew State project DF15006.2024026 involves the rebuilding of the existing NCDOT Bridge #230188 on SR 1516 over Brier Creek. Bridge #230188 consists of 2@17'-10" RC deck on timber joist on timber caps and piles. The proposed bridge at #230188 will be 1@70- 24" Cored Slab with 2'-6" caps and sloping abuhnents. The existing structure and roadway were blown out during hurricane Matthew creating a lazge scour hole at the bridge. The channel will be re-built to the dimension and geometry of the existing downstream channel; an 8 ft base with 2:1 side slopes lined with class II rip rap for stabilizafion. The stream alignment will be altered to an alignment that is conducive for stream channel stability and hydraulics of high flows at the crossing. The proposed bridge is located in Zone AE of FIRM Map number 3720022400K and was studied by "Limited Detailed" methods. No deck drains are proposed. Two stormwater outfalls ate proposed which will be placed at a distance to minimize disturbance to adjacent wetlands. A Rip Rap pad will be utilized to dissipate the energy at the end of the outfall. Please see enclosed copies of the Pre-Construction Notification (PCN), Preliminary Jurisdictional Determination Form, stormwater management plan, and the permit drawings for the above-referenced project. T'he project was let on Apri16, 2017 and construcrion will begin as soon as possible. Mnifing Address: Te(ephone: (910) 364-0834 Locatiort: NC DEPARTMENT OF TRANSPORTATION Fax: (910}137-2577 500 TRANSPORTATION DRIVE DIVISION 6 Customer Serviee: 1-877368-4968 FAYE7'CEVILLE, NC 28312 558 GILLESPIE STREET FAYE7"fEVILLE, NC 28302 Website: www.ncdot.gov Regulatory Approvals Section 404 Permit: The NCDOT requests that these activities be authorized under Nationwide 3 and 13 permits. Section 401 Permit: The NCDOT requests that these activities be authorized under Water Quality General Certification Numbers 4085 (Maintenance) and 4087 (Bank Stabilization). We anticipate that written approval from the NC Department of Water Resources will not be required. If you have any questions or need additional information, please contact me at (910) 364- 0834. S' cerely, � /�� S �' / � ames J✓Rerko, PWS Division Environmental Officer — Division 6 O��F W ATF9QG �%J y � r O T Office Use Only: Corps action ID no. DW4 project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PCN) Form A. A licant Information 1. Processing 1a. Type(s) of approvai sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 3& 13 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. 1h. Is the project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge No. 230188 on SR 1516 (Paul Willoughby Rd) over Brier Cr. 2b. County: Columbus 2c. Nearest municipality / town: Evergreen 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state NCDOT TIP Project: C204005 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 �ames J. Rerko, Division Environmental Officer appiicable): 3d. Street address: PO Box 1150 3e. City, state, zip: Fayetteville, NC 28302 3f. Telephone no.: (910) 437-0207 3g. Fax no.: (910) 486-1959 3h. Email address: jjrerko@ncdot.gov Page 1 of 11 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name 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 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 11 B. Project Information and Prior Project History 1. Property Identification 1a. Property identiflcation no. (tax PIN or parcel ID): Not applicable 1b. Site coordinates (in decimal degrees): Latitude: 34.456413 Longitude: - 78.902025 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: Approx. 1 acre 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to grier Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C; Sw 2c. River basin: Lumber 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: Existing conditions at the Project Site include maintained/ disturbed roadside shoulder and forest areas. Land use in the Project �cinity is predominately agriculture and forest with scattered residential properties. 3b. List the total estimated acreage of all existing wetlands on the property: Approximately 0.10 acres 3c. List the total es6mated linear feet of all existing streams (intermittent and perennial) on the property: Approximately 50 linear feet 3d. Explain the purpose of the proposed project: To replace a bridge damaged during Hurricane Matthew. 3e. Describe the overall project in detail, including the type of equipment to be used: Bridge No. 230188 consists of 2@ 17'-10" RC deck on timber joist on timber caps and piles. The proposed bridge will be 1 @ 70-24" Cored Slab with 2'-6" caps and sloping abutments. The existing roadway were blown out during Hurricane Matthew creating a large scour hole under the bridge. The channel will be re-built to the dimension and geometry of the existing downstream channel; an 8 ft. base with 2:1 side slopes lined with class II rip rap for stabilization. The stream alignment will be altered to an alignment that is conducive for stream channel stability and hydraulics of high flows at the crossing. Traffic will follow an off-site detour during construction. Standard road building equipment, such as trucks, bulldozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdicUonal wetland or stream determinations by the Corps or State been requested or obtained for this property / � Yes � No project (including all prior phases) in the past? ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? AgencylConsultant Company: Name (if known): Other: Unknown 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certlfications been requested or obtained for � Yes � No ❑ Unknown this project (including alI prior phases) in the past? Sb. If yes, explain in detail according to "help file" instructions. Page 3 of 11 Page 4 of 11 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 Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem ora T W1 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ WZ � P� T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P 0 T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: No wetlands will be impacted as a result of project implementation. 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 Perenniai Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) Site 1❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 2❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 3❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6❑ P 0 T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 3i. Comments: NCDOT has coordinated with the USACE and NCDWR and determined there will be no permanent impacts to streams associated with this project. Page 5 of 11 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the AUantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number— (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 ❑POT 02 ❑P�T 03 ❑P❑T 04 ❑P�T 4f. Total open water impacts 4g. Comments: No open water impacts will occur as part of project implementation. 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. Sa. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 SE Total 5g. Comments: No ponds or lakes will be constructed as part of project implementation. 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surtace area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: Page 6 of 11 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list ali 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: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number— Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem ora T im act re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑POT ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: The project site is not located in a river basin with jurisdictional buffers in place. D. ImpactJustification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed bridge will provide an effective hydraulic opening. Promotion of sheet flow and infiltration over stabilized banks and grass surfaces is proposed. Side slopes will be 2:1. No impacts to streams or wetlands will occur as part of project implementation. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices for Protection of Surface Waters and for Bridge Demolition and Removal will be implemented during the construction phase. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? 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: 3b. Credits Purchased (attach receipt and letter) Type Quantity Page 7 of 11 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: 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ onfy): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastai (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: Page 8 of 11 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 no, explain why. Comments: ❑ Yes ❑ No 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? Not applicable 2b. Does this project require a Stormwater Management Plan? ❑ Yes � No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The Stormwater Management Plan is designed in accordance with NPDES Permit #NCS000250. Please see attached permit drawings and stonnwater management plan. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ❑ 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 govemmenYs 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 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No Page 9 of 11 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federat/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 (NEPAISEPA)? 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: Not applicable 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 � No additional development, which could impact nearby downstream water quality? 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. 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 Page 10 of 11 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? � Yes ❑ No 5b. Have you checked with the USFWS conceming Endangered Species Act � yes impacts? � No ❑ 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? USFWS Website and field survey 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? NOAA Essentlal Fish Habitat Mapper 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal govemments 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? NCDOT PDEA— Human Environment Section 8. Flood Zone Designation (Corps Requirement) Sa. W ill this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT-NCFMP Memorandum of Agreement (MOA) Type 2b. Sc. What source(s) did you use to make the floodplain determination? FEMA Maps/NC Floodpiain Mapping Program b�D��/J James J. Rerko, PWS ne 20, 2017 ApplicanUAgenYs Printed Name � pplicanUA�„ ' Sign tur � Date (AgenYs signatur rs valid only � an authorization letter from the applicant s rovided. Page 11 of 11 t �j�0 �,,� ��,w. North Carolina Department of Transportation St[3i'n14v�dt�r' Highway Stormwater Program � �� , STORMWATER MANAGEMENT PLAN -- - (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: DF150062024026 TIP No.: County�ies): Columbus Page 1 of 1 General Project Information WBS Element: DF150062024026 TIP Number: Pro'ect Type: Brid e Replacement Date: 5/24/2017 NCDOT Contact: Jonathan Moore Contractor I Designer: Reid Robol, PE - Ecological Engineering Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Car , NC 27518 Phone: 919-707-6738 Phone: 919-557-0929 Email: 'Imoore6 ncdot. ov Email: rrobol ecolo icalen .com Cit ITown: Ever reen Count ies): Columbus River Basin s: Lumber CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.082 Miles Surroundin Land Use: Rural area with forest and agricultural land use Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: 2@10.0 ft lane with 5.4 ft shoulders and a total bridge width of 33.0 ft and a total bridge 2@10.0 ft lanes with total bridge width of 24.0 ft and total bridge length of 36 ft. length of 70 ft. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 280 Year: 2017 Existi� : 280 Year: 2007 General Project Narrative: State project DF15006.2024026 involves the rebuilding of the existing NCDOT Bridge #230188 on SR 1516 over Brier Creek. Bridge #230188 consists of 2@17'-10" RC deck (Description of Minimization of Water on timberjoist on timber caps and piles. The proposed bridge at #230188 will be 1@70-24" Cored Slab with 2'-6" caps and sloping abutments. The existing structure and Quality Impacts) roadway were blown out during Hurricane Matthew creating a large scour hole at the bridge. The channel will be re-built to the dimension and geometry of the existing downstream channel; an 8 ft base with 2:1 side slopes lined with class II rip rap for stabilization. The stream alignment will be altered to an alignment that is conducive for stream channel stability and hydraulics of high flows at the crossing. The proposed bridge is located in Zone AE of FIRM Map number 3720022400K and was studied by "Limited Detailed" methods. No deck drains are proposed. Two stormwater outfalls are proposed which will be placed at a distance to minimize disturbance to adjacent wetlands. A Rip Rap pad will be utilized to dissipate the energy at the end of the ouffall. Waterbody Information Surface Water Body (1): Brier Creek NCDWR Stream Index No.: 14-22-17 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Brier Creek Buffer Rules in Effect: 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 justification in the General Project Narrative) General Project Narrative) � O O � O N V • � � V � � 0 V �� See Sheet 9A For Index of Sheets THIS PROJECT IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES. ��1�� ll' �� .��y��' � �� .��.��v� COLUMBUS COU11tTY LOCATI011L• BRIDGE 1110. 230188 ON SR 1516 (PAUL WILLOUGHBY RD) O VER BRIER CREEK TYPE OF WORK: GRADING, DRAl11lAGE, PAVING AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT �� PERMIT DRAWING SHEET OF CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. PIdELIMINARY IDLANS DOCUMENT NOT CONSIUEREU FINAL DO NOT U5E FOR CONSTRUCTION UNlE55 ALl SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepored ln the Offlce of: H1'DRAULICS ENGLNEER ADT 2017 = 330 DIVISI0IV OF HIGHWAYS l0 5 0 l0 2� V= 55 MPH �ENGTH ROADWAY T.I.P. PROJECT C204005 = 0.068 MILES �ooa st.�h xtdge n.., nar�tgh xc, z�6�o �� P,� � T= b% LENGTH STRUCTURES T.I.P. PROJECT C204005 = 0.014 MILES z°iz srAxnnnn srEciFrcATroxs �� °�� PLANS , g *TTST= 3% DUAL 3% TOTAL LENGTH T.I.P. PROJECT C204005 = 0.082 MILES sichArunE: P� � � 10 5 0 10 20 RIGHT OF WAY DATE: JOHN P. MAZERES � � APRIL b, 2017 PRo�scr sxcr�ssn ROADWAY DESIGN � PROFILE (HORIZONTAL) ENGINEER A�� FUNC CLASS = LOCAL LETTING DATE: JACOB DUKE �� p�� 2 1 0 2 4 NCDOT CONTACT: VIRGINIA MABRY vxo�scz ossicx s,vc,,vsEx SUB—REGIONAL TIER n�axacea,Pnroe�rr �ao�Ecrs uxrr APRIL b, 2017 PROFILE (VERTICAL) pE S7GNATURE: II Z � N w � � � � � � � � �-L�J/AJ3 � � � � / � � � � � � � � � � �� _ — _w�6— — — — — — — — — — — — — — wl8— — _ — _ _ w�e— — — — — — — — — — — — — —w�a— — — — — — — — — — — — — — CLA55 B RIP RAP EST 1 TONS . , E5T 5 SV GEOTE%TILE � ''' -C-_-------- � N � 8:1 - � GRAU 350 TL-3 / BEGM SBG- 0 0 0-�- o o +e� l9' BST `�AUL V�l LOU H�-b' RD (S� l5/6 0 � \ � GRAU 350 TL-3 \\��---------- _FN � 8•/ -F- �� BEGIN SBG +87 �S„ — ^' ��F- � P�E - DETAIL 2 `P�E� �y�e\ SPECIAL L4TERAL 'V' DITCH �Nollo Scale� � \ � Nafvrol � ,�\ °� Fill Ground 3� p F��e� slove 'C Min. D— 1.0 Ft. FROM STA.12+00 TO STA.13+25 -L- RT � SPECIAL LATERAL 'V' DITCH SEE DETAIL 2 ' PDE — CLA55 B RIP RAP EST 2 TONS — EST 7 SY GEOTE%TILE � 20' 0' 40' GRAPHIC SCALE E �� AT -1 RIP RAP ' }�—PDE------PDE � ._ 8.0' BASE CHANNEL E CLASS II RIP RAP SEE DETAIL 7 ��1is' VV ��A Y � BRIDGE N0. 230188 PERMIT DRAWING Nq�N� SHEET OF B3'�Ri� 4 — — 2pG �`\\\�� N C i � � --��'--- — — — � GRAU 350 TL-3 � PROJECT REFERENCE NO. SHEET NO. DF15006.2024026 4 RhV SHEET NO. ROADWAY DESIGN HYOR.4ULIC5 ENGINEER ENGINEER II�RE]LIMIN RY I'LANS DO NOT UBB PO CON3TRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMP�ETED NC iIflM LICENSE No: F�11J8 �isi se cary re wey suixe oi � jeisj ss �ovze �ECOLOG[CAL ENGINEERIIVG DETAIL 1 STANDARD BASE CHANNEL Moir F96e. I N � �a Scale� aHin Mai; F96or G�i N� ound 2:� ry�� Groun d D ceo�e.�ile B Min. D- �, /-4.0 Ft. Max. d- +/-4.0 Ft. WneN s i: -. 6.0' B- 8.0 H. S+A. 0.8�60� I � CL STA. 13 �- 50 -L- I� / _______ _______ ; ; ; ; , BEGIN 6'RIDGE eM' •i END ;BRIDGE ' - ' - ; ; � - -C- -� � � � � 1 �- 4.�6.33.5a Rr . - EL r 9/.l5 -� , _� _ ND GR DE , B STA. 9 6/ 5/.00' RT L— ST ��3 f8�=�3 - - ��1/V GR�tDE , - -- --� - — _- _ - L EL T A _30.�7 8 - Ec = 92.0�° - - - - - - - - - - - f- �- sra.i4+i STA 1�+55,00 -LT STA 11+20,0 , � - : _.. -: , --:-;- - , ; �L 92,72 _ _ EL = $9,77 ; ; ; -- Pi = i5-ro5.00 - , � „ � , ; ; _ � - -- ___ ---- ----- - _ ; 9 � ' ' Pl; _ 1H-70�0 ! _ - -- EL , 9/95' � � � � � � - . ' _� , , � � � vc � �oa - - - ; ; EL = 8970' , , - � -_� '' � �. � �� ' OS , 55 mph ; VC = l00' ; _ - - - - °' , � � �„ � , , , . . , , _ � � �� _ � _ — -- _ _ _ K - / _ ---- 92 _ � _ _ � _ �� = 55 mAh_ _ . _.- - - - - - - , � , ; ; - , - - _----- --- +�.6728%' (+11.5313y --- , , , , -- -- -- -- --- ------- -� , --'— _ ---- — � (-10J506% (+J0.6728% ' � , , , - -- -- -,- �; i'� ----- t' ��I Il��i� '-------- �'' - - �ill - �' ' .--- � '� - � :_ - -- - - � - �� w _ � _ ` I� � � _ � ,� � � ,� - _� �_ , � __ , - - - ° � $ - - - �- ---� - - - -, - -.- �_---- _.� � � _.. _ � - _ �- - - - �- - --- - ._. _ - -__�.�.:_._ �._._. ._ � _.��- _._�:� ._.__�.�.__ �._ �___ __�._..�._ __ _ _ . - --'- -= _ - - - - _ _ _ _ .;�.____. �_ _' - � � _ _._�_�._.: _.._ -_ - - _ �� ; � � ; ; � ' � ' ; � ,� , , , , � � � � � � � � , I=, 11 12 13 14 15 16 m -- ° $8 _ , , , , , -- - s � - � - � - � - - � - � - - -----�-� F _ �� '� '� '� � � _ � =--C = : :_ - _ __-_ -- _c— , ' _ _ - _ ; - - � _ _ � � 1 a J ,�1 �i / �i ; - �: � �� -� � — - - � � _ ��, � _ _ l-J1.2800% {-�- �� i l f y '� � � � = 84 _:�- -� - - - - - - _ _� - _ - ' h \ - � _ T �';-i � - - ---- - " _ m . - � , , U� ` � '' . _ _ � _ � - � - - � - -- - '� / __ _ ..... . . 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SHEET NO. � � � � � Jl� � � � DF15006.2024026 4 � BRIDGE N0. 230188 WW SHEET NO. --- �� j � - � ROADWAY DESIGN HYOR.4ULIC5 J \� \ �' 1 ENGINEER ENGINEER � \ �/�� : �. zo� o� 40� PERMIT DRAWING N,oN� /�� —�_— � � !'� � � V'� SHEET OF � �'�R'° � ,,,�,; �, GRAPHIC SCALE — — A2oir 1[�RE]LIMIN RY IDLANS � � ��\`` DO NOT U58 PO CONSTRUCTION N�� ,..,.. � � "� � . . . � . � � . . � . �—� � ..� . / � � / � � / �\ / DOCUMENT NOT CONSIDERED FINAL /� �/ � � � . 1/_ � � � // � � E�—E��E--- � � ( �� i UNLESS ALL SIGNATURES COMP�ETED �/ C � — — — — — — —WLB— — — — — — . E � � ;�� NC iIflM LICENSE No F�11J8 — — —WLB— -- — — — — — _ — _ _ _ _ _W� _ _ — — — — — — —WLB— — 7 � ' . i J / I 1151 SE CarY ParkweY a—� ---- � . EST 15TQNSP RAP � I � I. J. �' y��. � � �\ F A L W �/ suvxe ioi EST 5 SV GEOTE%TILE ^� U� . -: � iv � leis) ss �ovze J �I� !-,�Ll. aV � . �� F � . � . i , _ . Jf y , _ . � � V � - �PDE � i � � � � _ �ECOLOG[CAL - . � �,� �'� . � . l� _. ENGINEERING -� � � -' PC Sta.12+83A9 ° _F I � i I ,i ��1 � �rrrTl� AT-/ _ _-- �,�� --- -C- �-� � TYPE � ,'�;fa�� Ll l � I I 1 Y�E-ll �� cti -��-- ------ N 8:1 GRAU 350 TL-3 T i-� _,, I�f lil 8:l �_------- Sto.15+75.3/ N O� BEGM SBG TB 2G1 oao� �� i 1 � � � I�� 0 0-�- o o +e� o O l�: � i I' �� ' '- o 0 l9'BST `�AUL V�l LOU H�-b' RD lS� l5/6 0 0 0,03 _�� :��;� � �=�;_ ��.. o -C- � � a z�i --- _ �� N GRAU 350 TL-3 �i�i �n , �� ___--- - - _,,, ��---------- —F- �� B�` \ _ 15"WhL60W5 TYPE ' I _` � 1 _��-- N --- �__ -F- �� eEciN ssc +a� I�I, �a - —� _ _� � � , �- c n u aiP enP �.� f, � Y�Ei-lll _--�-- _ �� F_ , i 1} i �i I f�l,� � i,�c�.ssai,ur-trnP GRAU 350 TL-3 �_ —� �_ � _ — a � Q =F— — :: �� `:" �. �� pOE ° a �� ,�� ,�'� � ' _ . � DETAIL 1 1 _ E f. - � , SPECIALDL4TEARAL'V'DITCH � ��'�� PDE— /� .�. I I�'` . , -�. \� " - � �,.- STANDARD BASE CHANNEL `�/ � i \w�a �No�io 6m1o1 � �� CLA55 B RIP RAP DE� - // �� - e� Fb�� INo��o s�lel \\ li � / � i esr2roNs PDE----PDE P�E � �� co�Feo� � `�/ ` j EST 7 SY GEOTEXTILE ,..� w I j , ./ aan9 i NM��9 I- ` SEEDETAIL2 . ..��- ' I 1�� f �V / � d , BD ry' � c�a��n ,1.�� o siope �\ �� / � SPECIAL LATERAL V' DITCH F I � GeO'eN,le �ou^ �I I o / �-� — / � 3 e� ��d 2. � p F � _, � ° � � � GLASS II RIP R . i ` ' ` \/ / _ _ .\ � B 8.0 H /-d.0 FL I Mn D Min. D- 1.0 Ft. �� , � ,'� / _ Max d +/-4.0 Ft_ �� \ �� ,� �� / / / - WA 9- : 6.' � \ SEE DETAIL 7 � ' �' - ` SA. 0.8 60 FROM STA. 12+00 TO STA. 13+25 -L- RT -- _--_ �� / '. � - \ $ 0' BASE CHP;NNEL I I . Type af L�ner= eLnSs ii R��Rop � � � � � � CL STA. 73 �-50 -L- � _______ _______ ; ; ; ; � BEGIN 6'RIDGE eM' •i END ;BRIDGE ' - ' - ; ; � - -C- -� � � � � �- 4.�6.33.5a Rr . EL r 9/.l5 -� , _-_ L' ND GR DE , B STA. 9 6/ 5/.00' RT L- ST ��3 f8�=�3 - - ��1/V GR�tDE , - -- --� - — -- _ _ L EL T A _30.�7 8 - Ec = 92.0�° - - - - - - - _ - - - f- �- sra.i4+i STA 1�+55,00 -LT STA 11+20,0 , � - : _.. -: , --:-;- - , ; �L 92,72 _ _ EL = $9,77 ; ; ; -- Pi = i5-ro5.00 - , � „ � , ; ; _ � - -- ___ ---- ----- - _ ; 9 � ' ' Pl; _ 1H-70�0 ! _ - -- EL , 9/95' � � � � � � - . ' _� , , � � � vc � �oa - - - ; ; EL = 8970' , , - � -_� '' � �. � �� ' OS , 55 mph ; VC = l00' ; _ - - - - °' , � � �„ � , , , . . , , _ � � �� _ � _ — -- _ _ _ K - / _ ---- 92 _ � _ _ � _ �� = 55 mAh_ _ . _.- - - - - - - , � , ; ; - , - - __T-- --- +�.6728%' (+11.5313y � , , , , ---- , , ` , , , , , i ' m ° --- -- -- -- -- --- ------- - , --'— - -- . o ---= = ; ; (-10J506% (+J0.6728% -'- - - - -- -- ; �; i� ----- t' i� � I��i � _ ' _ _. _ _ _ _ _ tll �,, ---- �' � ' - � '� - � :_ - -- - - � - �� w _ � _ _` _ __ _ . 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