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Home My WebLink About20170933 Ver 1_B-5406 Macon July 27 2017_20170727� `*wYar�F»p'� . 'a . .�' 4,� :, ;F s y 2' "s�1�"�� ` Q u 5� .': �, , � Co' '•�. +w.am� 1?, •., ^xa,u,.w• STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR July 27, 2017 U.S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Loretta Beckwith NCDOT Coordinator JAMES H. TROGDON, III SECRETARY Subject: Application for Section 404 Nationwide Permits 13, 23 & 33 and 401 Water Quality Certification for the Proposed Replacement of Bridge 67 on SR 1513 over Rabbit Creek in Macon County, Federal Aid Project No. BRZ-1513(7); TIP B-5406, Division 14; Debit $240.00 from Work Order WBS Element 46121.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 67 on SR 1513 (Rabbit Creek Road) over Rabbit Creek in Macon County with a single span, 70 foot long cored slab bridge upstream (north) of the existing alignment. The existing bridge will be utilized as an onsite detour during construction. This action will result in 98 lf of permanent impacts resulting from outlet protection (10 lfl and energy dissipaters/roadway fill (88 1� and there will be< 0.01 acres (25 1� of temporary impacts to surface waters from bank stabilization installation and temporary dewatering. Mitigation has been acquired from NCDMS for the 981f of roadway fill. Please see enclosed copies of the Pre-Construction Notification (PCN), Stormwater Management Plan, NCDMS Acceptance Letter, Permit Drawings, and Roadway Plansheets. A Categorical Exclusion (CE) was completed in October 2015 and distributed shortly thereafter. Additional copies are available upon request. This project is located in a trout watershed; therefore comments from the NCWRC will be required prior to autharization by the Corps of Engineers. By copy of this letter and attachment, NCDOT hereby requests NCWRC Review. NCDOT requests that NCWRC forward their comments to the Corps of Engineers and the NCDOT within 30 calendar days of receipt of this application. This project calls for a letting date of February 20, 2018 and a review date of January 2, 2018. MailingAddress: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 IOZO BIRCH RIDGE DRIVE NaTuttwL ENv[xoN�N'r SECT�oN Customer Service: 1-877-368-4968 Rai.eiGx NC 27610 IS9H MAIL SERVICE CENTER Rt�,E[GxNC27699-1598 Website: www.ncdot.gov 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 Jeff Hemphill at (919) 707-6126. Sincerely, �� Philip S. Harris, P.E., Manager Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List �aF wArE9Q Office Use Only: � � o c Corps action ID no. ��. , � � � DWQ project no. � �` Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 13, 23, 33 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 67 over Rabbit Creek on SR 1513 (Rabbit Creek Road) 2b. County: Macon 2c. Nearest municipality / town: Franklin 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5406 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) 707-6126 3g. Fax no.: (919) 212-5785 3h. Email address: jhemphill@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.20919 Longitude: - 83.34155 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 1.2 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Rabbit Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C;Tr 2c. River basin: Little Tennessee 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: Pasture land, rural residential. 3b. List the total estimated acreage of all existing wetlands on the property: 0.0 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 250 If 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 involves replacing a three span 58-foot timber deck & steel I beam bridge with a single span, 70-foot cored slab bridge on a new alignment to the north.The existing bridge will be utilized as an onsite detour for this project. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: NCDOT 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact 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 orar T Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 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 intermittent (Corps - 404, 10 width Temporary (T) (INT)? DWQ — non-404, (feet) other) Site 1� P❑ T Outfall Rabbit Creek � PER � Corps 2 10 Protection ❑ INT � DWQ Dewatering/ � PER � Corps Site 1❑ P� T Installation Rabbit Creek � INT � DWQ 2 2� Site 2� P❑ T Pipe/RipRap UT to Rabbit Creek � PER � Corps � 7 88 ❑ INT � DWQ Site 2❑ P� T Dewatering UT to Rabbit Creek � PER � Corps 17 5 ❑ INT � DWQ 3h. Total stream and tributary impacts 98 If Perm 25 If temp . Comments: 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 type Area of impact (acres) Permanent (P) or (if applicable) Tem ora T 01 ❑P❑T 01 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts Permanent 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 Pond ID Proposed use or (acres) number purpose of pond Excavat Flooded Filled ed Flooded Filled Excavated Flooded 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 im acts 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 for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem ora T re uired? 61 ❑P❑T ❑Yes ❑ No 62 ❑ P ❑ T ❑ Yes ❑ No 63 ❑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. 1. See Stormwater Management Plan. The proposed bridge will provide more hydraulic opening than the existing bridge. One stormwater outfall is proposed near the end of the bridge and will be placed at a distance to minimize disturbance to the adjacent jurisdictional stream. A Rip Rap pad will be used to dissipate the energy. There is also a proposed cross pipe with Rip Rap outlet pad that will convey flow from UT to Rabbit Creek across Y1. The Rip Rap pad will be used to dissipate the energy before the flow drains into Rabbit Creek. The new bridge spans the creek. A NCWRC Letter dated July 30, 2013 stated `a moratorium prohibiting in-stream work and land disturbance within the 25-foot trout buffer is recommended from January 1 to April 15 to protect the egg and fry stages of Rainbow trout. Sediment and erosion control measures should adhere to the Desi n Standards in Sensitive Watersheds'. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices for Surface Waters will be used during all phases of construction. 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? ❑ 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: 98 linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool �cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 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 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 Zone 2 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 no, explain why. ❑ Yes � No Comments: 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. ❑ 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 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 NA 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No NA 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No NA F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field 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? N.C. Natural Heritage Program database; USFWS-website; biological surveys for protected species listed for Macon County. A bat survey report dated July 7, 2017 found no roosting habitat nor nearby occurrences for Gray bat or Indiana bat - NLEB is 4(d) compliant (email sent to USFWS 07/25/17). An aquatic screening for Appalachian elktoe, turquoise shiner and little-wing pearlymussel was conducted in 2013 and determined that no suitable mussel habitat was present in Rabbit Creek. No effect — no habitat for all other federally listed T&E species for Macon County. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps � r Phillip S. Harris III, P.E., C.P.M. Q7—z%�2�i� Applicant/Agent's Printed Name Applicant/AgenYs Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is rovided. 11 ��ik �. . En vironm�nial Quafity ��Y COtJP�R c.: .=�•, �:.a,- Mr. Philip S. Harris, III, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 2'7699-1598 Dear Mr. Harris: July 18, 2017 Subject: Mitigation Acceptance Letter: B-5406, Replace Bridge Number 67 over Rabbit Creek on SR 1513, Macon County The purpose of this letter is to notify you that the Division of Mitigation Services (DM3) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on July 12, 2017, the impacts are located in CU 06d 10202 of the Little Tennessee River basin in the Southern Mountains (SM) Eco-Region, and are as follows: Little Tennessee 06010Z02 SM Cold Impacts (feedacres) � 98.0 Stream Cool I Warm W etlands Riparian Non- Coastal Ri arian Marsh 0 0 0 Buffer (Sq. Ft.) Zone 1 I Zone 2 0 *Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. The impacts and associated mitigation needs were under projected by the NCDOT in the 2017 impact data. DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as deternuned by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the abo�e referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, / r,,: � � t.s:�` L�! es B. Stanfill /�1-edit Management Supervisor cc: Mr. Lori Beckwith, USACE — Asheville R� gulatory Field Office Ms. Amy Chapman, NCDWR File: B-5406 %'Nothing Campares��.- State of North Carolina Environmental Quality 217 West Jones Street I]b01 Mail Service Center I Rateigh. North Carolina 27699 i601 919 707 8b00 H��.�j�, North Carolina Department of Transportation 5tC)r111N�i.1�E Y I ,,, �.,,,�„ Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN _ (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 46121.1.1 TIP No.: B-5406 County(ies): Macon Page 1 of 1 General Project Information WBS Element: 46121.1.1 TIP Number: B-5406 Pro'ect T e: Bridge Re lacement Date: 3/13/2017 NCDOT Contact: William (Bill) H. Elam Jr., PE Contractor / Designer: Brandon Barham, PE Address: 1020 Birch Ridge Road Address: 1151 SE Cary Parkway Suite 101 Ralei h, NC 27610 Car , NC 27518 Phone: 909-707-6718 Phone: 919-557-0929 Email: belam@ncdot. ov Email: bbarhamQa ecolo icalen .com Cit /Town: Franklin Count (ies : Macon River Basin s): Little Tennessee CAMA Count ? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th (lin. miles or feet): 0.1 Miles Surroundin Land Use: Rural area with forest and agricultural land uses Pro osed Pro'ect Existin Site Project Buiit-U on Area ac. 0.5 ac. 0.4 ac. Typical Cross Section Description: 2@ 10' lane with 6'-0" shoulders; 9'-0" with guardrail 2@9' lane with 2'-6" shoulders Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 945 Year: 2038 Existin : 645 Year: 2018 General Project Narrative: State Project B-5406 involves the replacement of the existing NCDOT Bridge # 550067 on SR 1513 over Rabbit Creek. The existing bridge consists of 1@19'-7", 1@20'-4", (Description of Minimization of Water 1@19'-0" structure with timber floor on I-beams on timber abutments and caps with concrete footers. The proposed bridge will be relocated just upstream and will consist of a Quality Impacts) 1@70' 24" Cored Slab with 4'-0" caps. Given the relocation of the bridge there will be some realignment work done at the intersection of SR 1501 and SR 1513 near the existing bridge 550067. The proposed bridge is located in Zone AE of FIRM MAP number 3700750500J. The proposed bridge will provide more hydraulic opening than the existing bridge. One stormwater outfall is proposed near the end of the bridge and will be placed at a distance to minimize disturbance to the adjacent jurisdictional stream. A Rip Rap pad will be used to dissipate the energy. There is also a proposed cross pipe with Rip Rap outlet pad that will convey flow from UT to Rabbit Creek across Y1. The Rip Rap pad will be used to dissipate the energy before the flow drains into Rabbit Creek. Waterbod Information Surface Water Body (1): Rabbit Creek NCDWR Stream Index No.: 2-23 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Sup lemental Ciassification: Tr (UNDESIGNATED Other Stream Classification: None Impairments: fecal coliform Benthos Poor Aquatic T&E Species? Comments: NRTR Stream ID: Stream 1 Buffer Rules in Effect: N/A Project Inciudes Bridge S anning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissi ator 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) heet 9 A For heet 9 B For � � •� � V � � O V OFF—SITE DETO UR THIS IS NOT A CONTROL OF ACCESS PROJECT THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARY GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 l00 PROFILE (HORIZONTAL) 10 5 0 l0 20 PROFILE (VERTICAL) DESIGN DATA ADT 2018 = 645 ADT 2038 = 945 K = 10 % D = 65 % T = 4 % * V = 40 MPH * 17ST =1%+DUALS =3% FUNC CLASS = RURAL LOCAL SUBREGIONAL TIER 5�1�s� �'J� ��![�" ��i��II 'I�1�'�[ �C°��l[��li�I� � I �I��[��:°� '�i� ��I'��1��s�� MA C41�1 CO U1�TY LOCATION: REPLACE BRIDGE NO. 67 OVER RABBIT CREEK ON SR 1513 (RABBIT CREEK ROAD) TYPE OF WORK GRADIIIIG, PA VING, DRAINAGE, AND STR UCTURE � WETLAND AND SURFACE WATER IMPACTS PERMIT PERMIT DRAWING SHEET 1 OF 5 PROJECT LE11iGTH LENGTH ROADWAY T.I.P. PROJECT B-5406 = 0.091 LENGTH STRUCTURE T.I.P. PROJECT B-5406 = 0.014 TOTAL LENGTH OF T.I.P. PROJECT B-5406 = 0.105 Prepared ln ti� Offlce of: HYDRAULICS ENGINEER LOCHNER � w o��ER, �� ao v�nzn ruib zuirE xo2 �:��Ni)IVI}ICINI. � �.� �.z. �9191-S�i>I11 .mbe. f��oi�59 . . 1012 STANDARD SPECIF7CATIONS RIGHT OF WAY DATE: FEBRUARY 17, 2017 LETTING DATE: FEBRUARY 20, 2018 BRIAN K. EASON, PE PROJECT ENG/NEER WILLIAM C. BOLLMAN PROJEC7 DESIGN IaVGINLER BRYAN KEY, PE NCDOT CONT,9CT ROADWAY DESIGN ENGINEER S7GTi.4TURL•: P.F.. BRIDGE DETAIL / PAVEMENT RELATIONSHIP SKETCH I ' BEGIN BRIDGE —L— STA13+49.83 ' END BRIDGE GRAU 350 T�L-2TYPE- -�- �ai4+22n �PE-III / o, � 01 0 � � � � `° � � /6� �° 44' 52, �3" E � I � �� Q �' l , � . l 1 �. -.�' �:�. ' GRAU 350 TL-2 �PE-III TYPE-III BEGIN APPROACH SLAB END APPROACH SLAB � —L— STA/3+38.99 —L— STA/4t33A1 BRIDGE N0. 67 PERMIT DRAWING SHEET 2 OF 5 . ;'r.u, ,7(�-.0�:;.- � �} � --- Y �-_:-�i„-,U�, '� . _ �.--.- �� . iallDi�CH . . � �,.,`�""��_ --- ' W/CLA55 II RIP RAP X' � E57 DDE = 4i5 CY ,�� E5T 125 TONS - -"'�" . -:��:�-.- EST 175 SY GEOTEXTILE .. . � .. SLOPE=+/-45"�a . � - SEE DETAIL 5 . � � � TAIL DITCH - � _. � WitLA55 II RIP RAP EST DDE = 70 CY EST 45 TONS —Y/— P� EST 65 SY GEOTEXTILE SLOPE-+:'-1.5";� see oeTAu a —Yl— PC .Stn_ lnt.5.9_� BEGIN CONSTRUCTION DETAIL 1 SPECIAL CUT DITCH . N�� ia s�aiei rvntu^I 1.�0; Uai„ c„� a ?�i p F�o��` sio� d "O"""I� Min.0=1.5 H. " �I Liner= Closs 9 ftip-Rop ax. d=1.0 Fl. FROM STA 10+75 TO STA 12-45 L LT EST. 60 TONS RIP RAP; EST. 38 SY GEOTEXTILE DETAIL 4 SPECIAL LATERAL BASE DITCH � n i �a s�.�l�; Groin d ?./ p 7F\Oa(e` SIOVc <on.. k B Min. �=1,5 F. Max.d=1.0 FI. B=2.0 FI. iypx olLiner= Closs B Rip-Rap FROM STA 15-40 TO STA 15+80 L RT EST. 18 TONS RIP RAP; EST. 18 5V GEOTEXTILE �ROM STA 12 �F65 TO STA 13 �I� BS V7 RT EST. 54 TONS RIP RAP; EST. 54 SY GEOTEXTILI DETAIL 2 SPECIAL LATERAL BASE DITCH � Nm �� s�oirl Nawrol Grou�,d 7.� ti.�u Seor d � F\�`�e Gao�e.iil¢ 6 Min. D=1.5 F�. Max.d=1.0 FI. Type of Liner- Closs I Ri�Rap 0-4.0 F. FROM STA I2-90 TO STA 13+65 L LT EST. 51 TONS RIP RAP: EST. 34 SY GEOTE%TILE DETAIL 3 TOE PROTECTION t nai m s<moi O� 1�`P'C�f'a S�or[ czour�io d \ F `—GFOiE%tllF d-I.5 fl. Type of Liner- Closs 6 Rip-Rop FROM STA 15 �i� 75 TO STA 16 �I 55 L RT EST. 37 TONS RIP RAP; ESL 27 SV GEOTEXTILE DETAIL 5 DETAIL 6 DETAIL 7 DETAIL 8 TAIL DITCH TAIL DITCH STANDARD 'V' DITCH RIP R4P AT EMBANKMENT i rv�� i� s�a��i i no io s�ami � Na �o s<�i,� FOR BANK STA9ALIZATION �.ai non„m Ha,�,ai o,oi �o s<oir� Grauntl :� p �y�� Grau�d Grau�d �� p 2�� Grou�d �a� ? � G�ou�d G.uund .-/ ry. D'nch I.0' � d D Groda � d Geo�axtile B Min. �=7.5 it. GEoie,tile g Min. 0=I.0 FI�. Max. d=1.0 Ff. Max. d=1.0 Fi / Gcalca�ile GEOTEXiILE min. D= 1.0 F1. •Whan 8'in � 6.0' 8=5.0 Ft. -WM1en 8'is =- 60' B=2.0 F. � T e otLiner= Cluss I Ri -�Ro Mvx. cl= I.0 Fi. t ype oh Linur- Class II Rip-Rap Type o! Liner- Class II Rip-Rop Type of Liner- Closs II Rlp-Rap 30 TONS Geoiewtlle= 33s . STA 12+50 Y7 Li STA 11;�70 Yl LT . STA �2-�� RT fROM STA 73+65 TO STA 13+92 L LT ri- Pc sto. i2+o2�2 I ��Ig= I I,I � �e� I I \ ' PAUL ALAN' Pl � . �. . , -:�i�. VJX. '� � I I /k�k\ I I i,• � � � � I isFo � � n�i I �Sj ' � �S / S � % �S i / X / '/ ✓ � / �% . ��/ � SPECIAL L4TERAL� � OASE DITCH .I .,I SEE DETAIL 4 � - 1 /TE 2 1\'�\� tiS�� . 50' 0' 100' �. GRAPHIC SCALE 25�0= 50' � INSET SCALE EST. lU TON$ RIP 2AP; ESi. 5$Y GEOTEXTILE SURFACE WATER � � i,uPncr y, � ✓ / D4� � �j �� 7EMPORFRY SURFACE ��p WATER IMPACT ?' �/ `Q.� / ,�.-: � ,Li ; / �0�• / �; � Q / � �\F > % j� li-� I I I�.. ��J// � � � Ilj SURFACE WATER IMPACT !SlIE 0 TEMPORAf?Y SURFACE WATER lMPACT (SliE D SURFACE WATERJ IMPACT !S/TE 21 TEMPOR?RY SURFACE WArER INPACT (SITE 21 JO ANN HENDERSON �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER � PAVEMENT REMOVAL � PAVED SHOULDER ALL DRNEWAY RAD!l = l0' UNLESS OTNERWISE NOTED SEE SHEET 2B—IFOR PROP.FENCE & 1NTERSECTION DETAIL SEE SHEET 5 FOR —L— PROFILE SEE SNEET 5 FOR —Yl— PROFILE BRIDGE DETAIL / PAVEMENT RELATIONSHIP SKETCH I ' BEGIN BRIDGE –L– STA13+49.83 ' END BRIDGE GRAU 350 T�L-2TYPE- -�- �ai4+22n �PE-III / o, � 01 0 � � � � `° � � /6� �° 44' 52, �3" E —T � �, �� l O / � � . i 1 . -.�� :�. ' i GRAU 350 TL-2 �PE-III TYPE-III BEGIN APPROACH SLAB END APPROACH SLAB � –L– STA/3+38.99 –L– STA/4t33A1 BRIDGE N0. 67 PERMIT DRAWING SHEET 3 OF 5 ■. � � � ' I ``'�'��' � % 1 �':: � £ _ _ - � Y � DETAIL 1 SPECIAL CUT DITCH . N�� ia s�aiei rvntu^I 1.�0; Uai„ c„� a ?�i p F�o��` sio� d "O""�I� M'n.0=1.5 H. p. �I Liner Closs 9 ftip-Rop max. d=1.0 Fl. FROM STA 10+75 TO STA 12-45 L LT EST. 60 TONS RIP RAP; EST. 38 SY GEOTEXTILE DETAIL 4 SPECIAL LATERAL BASE DITCH � n i �a s�.�i�; Groin d ?./ p 7F\Oa(e` SIOVc �<on.. k B Min �=1,5 F. Max.d=1.0 FI. B=2.0 FI. iypx o! Liner Closs B R p-Rap FROM STA 15-40 TO STA 15+80 L RT EST. 18 TONS RIP RAP; EST. 18 5V GEOTEXTILE �ROM STA 12 �F65 TO STA 13 �I� BS V7 RT EST. 54 TONS RIP RAP; EST. 54 SY GEOTEXTILI � , �; �� '�� ' / i , , �� `�', � � _ � � I, , i I,� I �,t� `,1` II 1111' �1\ � \ ,� il I� ,�,,�,1�\`,1 ` 6 1 a� —— Pr sto_ i� � � �,`/ - $PECI�L LATERAL j� � BASE DITCH SEE DETAIL 2 _i _ or c+„ uso� n ��;�� -� - Pr Sta l4 SFEcIn� cJr U�icH- p SEE DF.TAIL 1 \ � 1� k �r �i -- , � ° �� I `�_=--�' -- — �^ !—I — � _�i�`�-' .. - ��- � nIL DITCH SIT E I— == v�ss �� a�� a,�P SITE 2— �`�-�� , �- esr ouE - a;s cr � y -- EST i 5 TONS .� �� -�,,,(, . -_ / - - ESf 7-5 51' GEOTEXTILE � — � �� — %y'_ - SLOPi-+;'1.5�.. ..-- .--- : - 1.,� _ _ SEE DETAIL � � •. � ./ - _ _ -- '- TAIL DITCH - �5/��/ .� � WiL1A55 II RIP RAP -- ��`''----- � - EST DDE = 70 CY - Le6 _ ' -� EST 45 TONS � � � �� —�—` � ES? 65 SY GEOTEX7ILE — — - 540PE - -.'-1. ±'.;� . . ��-- " see oeT�a e -Yl- PC .Stn_ 1nf5974 �� -Yl- STAl0t50.00 �y � -- BEGIN CONSTRUCTION y � ,,UL�INATEO FIElO - l� / / — —�WAYNE G. MO55 �\� / � -"�'-�� -Yl- POT Sta_ lO-f(a 5,,� Fe�� .. _.. -' � � R�B� CftEEK ' � \ JS�i �' �� )5 . � / � ♦ V �� 5�_-... _ �_---15' - � � S / �� ._ - - ��\ / � � � ��=%�,< �. 0 50' 02' DETAIL 2 SPECIAL LATERAL BASE DITCH � Na� �� Scoie� Nawrol Grou,d 7.� ti.�u Seor d � F\�`�e Gao�e.il¢ 6 Mii. D=1.5 F�. Max.d=1.0 FI. Type of Liner- Closs I Ri�Rap 0-4.0 F. FROM STA I2-90 TO STA 13+65 L LT EST. 51 TONS RIP RAP: EST. 34 SY GEOTE%TILE DETAIL 3 TOE PROTECTION t nai i� s<moi o� 1�`P'C�f'a S�or[ czour�io d \ F `—GFOiE%tllF d I.5 fl. Type of Liner- Closs 6 Rip-Rop FROM STA 15 �i� 75 TO STA 16 �I 55 L RT EST. 37 TONS RIP RAP; ESL 27 SV GEOTEXTILE LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919)-571-7171 NC L N ber F I I N FIHNIII(CN EN -F lA2 Si ti I ��COLOGICAL �F.NGiNF.F.RING ini � ii� PROIECT REFERENCE NO. SHEEf NO. 8-5406 4 WW SHEEf NO. ROAOWAY DESIGN HYDRAULICS ENGINEER ENGINEER DETAIL 5 DETAIL 6 DETAIL 7 DETAIL 8 TAIL DITCH TAIL DITCH STANDARD 'V' DITCH FOR BANKTSTA9ALIZATION DOCUMENT NOT CONSIDERED FINAL i N�, i� s�a��i i no �o s�a��i � ua �o s<mP� s<oin UNLESS ALL SIGNATURES COMPLETED �.ai non„m Ha,�,ai o,oi o m invo� � Grauntl :� p �y�� Grau�d Grau�d �� p 2�� Grou�d �a� ? � G�ou�d � d G.�und .-/ ry. D'nch I.0'r�iin. �. � G�oda d C tile B Min. �=7.5 it. G tle g Min. 0=I.0 FI�. Max.d=1.0 Ff. Max.d=1.0 Fi Gcaca�le GEOTEXiILE � •Whan 8' 6.0 8=5.0 Ft. -WI 8' �. 60' B=2.0 F. / mn. D 1.0 FI. j '. f T e oi Liner Cluss I Ri �Ro Mvx. cl= I.0 FI. type oh L nur Class II R'p Rap ��/� �� A \, TypeolLner ClassllRip-Rop TypeofLmer ClossllRp-Rap 30TONSGeoie.tl 33s ��/ STA 12-00 V7 RT / �'� . STA 12+50 Y7 Li STA 11;�70 Yl LT . FROM STA 73+65 TO STA 13+97 L LT �� 1 � �S� �� S %/ />>S ;;, �J,/ .. ANIVL:h4:�... .� � i /� //j �ftEEI:,� _�"_ 15" � � _I _ GM C+.� /Gl/ I �;�� O.- - �F/ ��' �� j ; � — _ rs �� , � ` � � r �'-- �� + If3 2GI END SH ��'�a'n .. G.: qJ.p � �.� � F'i' �'is�vrrw� N �/6� 35.6� t / ,' �� s �. \ /� —� —` —I ' � � F \\('.. V .. �'"'�r'�"'�^�w=.w.,-:.��,,,.....i . \ — ��Hss o Fsr i r ; i � I�GEOTEXTILE E � — ��' OJ ''�� `� .—T�E FROTECTION � REM . � � ._J'i�/ � SEf DFTAIL 3 . � � � _—� ,� � \� Yl- pJ Sta. 14f0720 � � ' A/ Y' �__ � \ �/ � '' / A � j,.� � �::_,� -_ _ -_. �SPECIAL L4TERAL � \ � /J I 4� � ftASL DITCH .,�li i � U-- ' ' / �� ' � SE[ DETAIL 4 iS .^�� : /// .\.� .�\IIIII' ' �l \ � +� � � , �� /%E 2 � '� � ia csP :�:;i / � °� �� \ J , we�aows-L�-��_ -H�no or,cN � . `` ' I -: EST DDE - 5 CY �S' I (1 SLOPE +,�10°�a \\... -� �- � � �` � SEE DETRIC 7 � �` \ \ I .i�, � � I \ �,jj ._ . + . . _ \ � \ P F � � �/� � EST. lU TON$ RIP 2AP; FSi. 5$Y GEOTEXTILE � � -� , " � � / � C . � . � ^ � . � /X ` y \� ... (f� SURFACE WATER ; `= � .� � �� j � i,uPncr ,t= � � /Q �. � `Ss� °' �/ �r ,: � � ��Q- � �� 7EMPORFRY SURFACE � �p /�/!' %� % �. �I �� , WATER IMPACT �! / P � � .4 % ' � ["`� . � � / i�/ / � / ,� N�/ � r,/ / / ;. �--�� _�.. ,�� , �� / � �\\ y �/ / ; y�/ / '. � / / / � F � ��x, ; — __ � , i , �i , -��- �,��ii��, � "j/ „ , -�� I �l� . � i J- � �� /. � i - { - - �1I� /�i, / ��'l / ri /�, ; � � 1 � �i� � � " _ � . [� `.� �;/ Y ., I�I I III r �, I . —=_- . � SITE l J�il��'� / 1„I��1i��l�l� ij, I� ,�. �_ 1� � i �� , � /� �f _ k � l } .,; � tT � - POT Sta. 17+5597 � . . � .; � / "� ; i �/ J � � �� / �� ,,-;��,' � ii ; % � " / � , ; / a � tr B' �j % / � � �,- �� j/ �/ � s F�p � I �/� i 1 J kyYi HE.ND�RSO� �.. � - / \ ` �' ��w�� . .. /�j� , j' /� �� ,. . ._- ��- c� / / - - f // ,� �% % / / / ,�/ j � �� i r ��END TIP PROJECT 6-5406 / / �� -L- STA. 16 + 55.00 �t �s � � , ,, ' /�� / / �? � / � �� / /�j / . S' i SURFACE WATER � i,uPacr rs7E n w I�TEMPORARY SURFACE WATER lMPACT (S(�E D � . r� . / / � �• � � /; SURFACE WAT R � � IMPACT 15(T/ 21 � �.. / ' /;� � \ � � I � I/� ��, - /� 1. �I �< � ,�_ i � �� \ I� �� '��'i� � ��/ � I�� - � � _ � `_-�r��, t � � � �i �� i . � � - � i �� . � � � � �� I� � -r�- Pc sto. iz+oZz 1 �' I�' � ,�; i � _-- � �j ! �� t- r�1. �_ � ` � MPaFCACEswar2� �� bl?: j �; �'�/ J ��ni i �f, �� f. . ../ ;�1 �� PAUL AlAN' �E7ERS&,;. , . . �,,�� .. / / � i i � '�/" , ,� � �� „ �// _/// /� � /,� �k = � �'I\ � I / � � / �, �, , .x I � / � �, + � ( // � / �/ ' / x/ I` � �� // / �.� / / — — / � i r' � l � ISFD . / // /�/ / / ��. / ' ��/^� � ^n� ' � _ / �� x F� � i. � X� ��_'/� � � � � _� _ - - � �j _ � , �� H _. � T=_' //^ o � ,� � / SITE l& 2 SURFACE WATER IMPACT !S/TE 21 TEMPOR?RY SURFACE WArER INPACT (SITE 21 50' 0' 100' �. GRAPHIC SCALE 25�0= 50' � INSET SCALE �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER � � PAVEMENT REMOVAL i� � PAVED SHOULDER i ALL DRNEWAY RAD!l = l0' UNLESS OTNERWISE NOTED SEE SHEET 2B-IFOR PROP.FENCE & 1NTERSECTION DETAIL SEE SHEET 5 FOR -L- PROFILE SEE SNEET 5 FOR -Yl- PROFILE U� N \ l�'� i i ._I '..�.�,I �i.,��l ,�.,�I ; _ � i � ;- , __ . . . � � � - - _ .-- - - . .. ._ �I III -- i III i�i.i li II �_ I I � ii -- �, .. .. . , . . I �. . ��, I I� . . I ��, I I . . �. �. II I� �II I . , I��II I I ! II �. �. I..:_ . . �. . . . . I_._ .. �. BRlD6E HYDRAULIC DATA : !-- DE$!GN DISCHARGE _ 1200 CFS I..- DE5/GN FRE�UENCY = 25 YR _ :_;_:_ .... . DESIGN HW ELEVATION = 2072.2 fT -i- �ASE DISCHARGE = 2000 CFS -�-'- �i-- -i i_µ �i BASE FREQUENCY = l00 YR ; - BASE HW ELEVATION = 207329 fT "- �� - L O C H N E R PROJECnRE5406CE NO SHEE5N0. U H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919�571-7111 NC License N b r F-0159 �. FIRM11(LNS N �.F- 143 �EWLOGICAL ,� ��" d -��ENGINEERING lei i v�n� ii _ � i�� i 1.ii jI ' rI i77�- I i��ri I � DOCUMENT NOT CONSIDERED FINAL � � OVERTOPPING DISCNARGE = El9/ . CFS ' � �. �: I ..!._ ._.�!� �. , � � � UNLESS ALL SIGNATURES COMPLETED �: OVERTOPPING FREOUENCY= 500+ yR �:_ - � _� � I I �I � I' � I WERTOPPING ELEVATION = 2079J F/� �: _ � �- � � �� , �, PERMIT DRAWING � , - - - _-- ---- _ _ ' �i . _ _ __ _ _ � 1 _ SHEET 4 OF 5 , , �� --- �,, ,---� , i i- i-- � i -� � T � � _ L_ � � � � i � � DATE OF' SURVEY = 2/l/2016 ; � - _ _ I : . T r , � � r I- - -� � � ,- � ' WS:ELEI/ATION _ -- � � - - -- , � .. . . . . . . .. J � ..__ _. , _- T _ . I ____ _ _ _ .- _, ._. ._I. .- . ... .. .. ... I I - /9642 - � - - - - _ _ _ _ ' - - . _ . _-- �- W � ��-_ �� I I � � DATE OF SURVEY - _ ' - -- - �- - -' - : i � I BEGIN DITCH GRADE LT �T � - r r7 ,-- i i- � � = PROPOSED GRADE i - - � 1 STA 1�#75.00 R T � � �{ '' � u � -_ _-- - . �_ : �_ : -- - L -� _ --- -u-- -�� -- �� EL = 2A87.35 ST'A = 12+45.00 � g -i i i '-. - - ' I -- i- -� - - _ � - -- - -u- _u a-- -�� I =�r', , FERGUSON RD. u I � � ;i :; . , :� :; �_�_ � , _, - � �. _� 2,100 - � : � EL �12-�8&1�s.00 �� : - � 2 100 �_ . _ I�� EL = 2.07986'i c� � Q SR 1507 � � � � � � � : r 1__ , -- _ _ri--� i �, � i- _ - � ,- 1 ' - r,- r7 � + �- EGIN GRAD� iK = 3� � u � --- �-- -- �_ �- L- S'�A.11+d(f.6a IV = 30mph , o¢�� I Pl -/5+45.00 N R ------------- � - i - 2,090 = �-I�_ ,_ EL= 2As7.s5' �--��----____�� a ,, I - - - � __--------- '. ; I - � � � W �i W EL = 2A7839' _ � VC = 2/0' E�= 2�084J1' �� - � 2+090 - - � K=37 '� __ _ � r1-1 � � i �� , ( �5.?T63i BL Gl 3 �49.83E END BRl22.17 � l �o _ 30mph �I � _ -I -' _ - � � �--- - � � _ � �= a � �_ � - -i _ : �i � - � _, +)5� � - -�- , , I _ - • -- 2,080 - _ �_ ' -�o.a�25% � g�% : � - _ __ � r- r7 � 1_I-i I�-� 'Sg/�� EXISTING GROUND - i I � - __ - 2,080 r ,� � c � � �- - - �- - ,_ u , �_ -� f-J0.4725% I 5A. _ -�__ � {- h { ' • • -----'�' _ ` - - - � -. _ � _ 1= I I �� i � _ _ , - -�_ -r - � _ LEFT DITCH - _ � � 1= 6EGlN DITCH GRADE LT � i 1-- END DITCH GRADE RT _ �_ �,070 - � sra = i2+so.00 � �, � sra - is+ao.00 �-, -� _ T J__ 2,070 u_ u , � . _ - � , I EL = 2AT7.30 Pl = l3tOpA0 ti; � I EL - 2A78A0 - � �- �_- RIGHT DITCH - - - - - - �, - �- -� � � � El = 2A77A0 �. /' - , - - -- __ _ _ T � BEG1N DlTCH GRADE RT _ � ' r_- -- �- - C_. - �I -- �� STRUCTURE� EXCAVATION= I�5 CY � P( =13f5�,(� � � _ . �. WS EL-2064.8' � .�la�. = � i.5f�,�� -� - - - --- -- -- � � - - - - � � - csTRucTURE PnvirEM� oaTE o� suRVEv - -- - SEE SHEET 4 FOR -L- PLAN VIEW ' -: El = 2A72.00 zivzae EL = 2A76A0 --- __ _. _' 10 11 12 13 14 15 16 17 18 19 20 21 �� . . �-_._..aM �z _ :�. � i , '� i , - _ . . I . . . : : � : �. . : �. . .-. . : .. . _ . : . .� : � - ��. : . I. � �. � � i � ' . . , .. �.. I �' i . . � : : . . . _ . . . . . . . :. -. i .� i . . BYI- _._ . li i i i . �. i Ii i .. Ii il Ii i '.._ I Ii �i Ii '' li u i _. ___ . _ . : . . _ . . . _ . ' _ �. . . _ �._ . . _ - - - ---- __� � . . . � � i i . - � - =-� - � - - - . . _. � . . . . . . . . . . � . . . , . .. . .. . . .. . . . . . . . --� - �. , i_i � �. STA 6i 42.71 � i� , I I- I I .I�-,. I i _ I I I I I� 'i. , � � '. . . . _��.._ _ :-- -� . .:� . -:_ � . � -�- � -� -- � --'� � -�- � � � �� -� �-�-- -- - �.. i i i i i .. i . .�. _ __ i . i i _ _ } 1L� . . I Sa . Z�. �� i111� _ �� Z . Z � __. ... �i,_i �-y i i �, _-- - _�a__ 3e.7i- �EFr , i _ u-----u. a---_ua u ---i -�i-----u �k___ u-----u i i � - - , _ _ P//� iH�" /3 LI � �Df��A_J_- --- -- ---- -- : a �_ _ __ �_ : � : a--_- . . I ELEV. - 2082.22.I _I_ _ �.- ✓ � E� �.. -.--�^ -u- � �� L---�______--' _ -u- iF -a-- yu-u- . �F u-- --4�-� - - -�a- �4�� a��_�.. .... ... � i - i i i - . -_ -�- . � ��-- - --� --� -- - - �.. ��- - -� --- �. . . � �. ' -� ;.:. .__ ' -_' - ,= I= � ,_ -=r ,_- �� -=f�--F; r �_� r_�, - , r �=r7 , I li 4Z" f7�P Std. 12+5, i , _ � - T = - __ � T ' --- - � � � _r1_� i i i i i i_i r"i-� --Yrt 1-- �Y7 r1 n i i i- i i i i �-, -i i i i i i�_ i�I i-- DRAINi9GE AREA = 20.�I --'� -- : i -' ' -I ` � �- - -I T-1-=-�I� �, �---_ _- �� i � -, i�I_-- _ � � i -_:YR- � � - - ,_- u ,-- -�� . � � � �- __ � �i , , , DESl6N FREQUENCY = P5 � - - - ' - - - - __._ - � � - - T�-- _ - u -_ - _ _ � - - -pk �� i�� I� - � CFS ' � - �- - - - � � -------------- ' - :I � OESIGN DHWCEtEVAT10N� LL 5a�� fT �_ � � � r1 � � = Pl = 1/+50.00 � P! = l3t20A0 ; ' i�� : � -i - -_ - - -i -- - ; � i � _ _ l00 _YEAR DISCHARGE ' _ 65' GFS _ =j L _ ', � - -- - - � � - � � �- u al - �I `EL = 2A77.95' �� F� = 2A7728' - ' � � � _ �_ _�; -I �� 1 I �� = roa �-� vc = ioa � � � i i ic� rE,ar� fnN ECFvarioa - zare.s � -DRWI- , r i K 29 K 4/ OVERTOPPING FREQE/ENCY- 5 � � T � _ - P%� ti - _ _ QVERTOPPING DISCHARGE ' 8� YR - - T -- - � - 4 _ , ' � Vo = 30m '� � Va - 30mph � - - C�S ___ - � , � _ - � -- _�a i. I Y r� I� �' OT7.B if-T � _� : _ - � � -- 1NERTOPP/NG ELEVATION 2 -� � -� -_ _ === W �� - � -� � ' .- �-�- � - - �EGlN GRAD� BM #2 �_- - . _ rl-l�i_ ---J'r �A� t rJ� -Y1- STA ll +74.41 � � � W _ � - I I- - - 1 - - :-_ 1 - I - j L i i i __� �-. _I�_ � �-f- - - -� _ - EL= 2A74.86 4.s3'-RIGHT �$ �4 � - --�'�1-- - - -- � -�-- : � - _ A + - - , , o � EL- 2 0.9Y H - - .08 _ _ � _ � ---- - - - - - - - - - ELEV - 2082 22 - i 2 � � � � - - - u I I - - - - - - - - � I�I $ �k �� k � � �i pNQ �W V�Q I=y�- --� ,� { -} - _ _ - _ � END GR E - 1 _ - _ A /!+ 0.00 - '_�I:. PROPOSED GRADE � '1'-'_: a ii `� o n`� 2,090 I�'I �,-- --�� --�,- �� a-- � �' ' -- Pl= 11+00.00 EL- 2�083.60' -_ - 2��90 2,090 -r p T- r,-- � �I I�_� _:- m�W w�w ' �� -�-�� ++-� - �- - - -= -_= - 2 09 VC= ��.aa _ -r,_� � � w�, � r, r- r,- r7 ,-- . r� r7 r ri-- r7 1-- -� , �� i � � - __ � _ -� _- K - 29 �. � �- -1 - - - - - - - - - �� ,r 1� ,-- 2,080 '-� �� . ..\ 2,080 ' I��_'F �r _ - _ - � - _ 2,080 � (+Jo999% (+)5� � � �- � 2,080 9�� - - �r_' r' 922/. � i-J0.3973% _ � ` - � ,_ 1-- -i -- -- -- -- -- � _ � - t - _ u il � f+) '� �_,/ ` (+) .07 5Y `,� EN�p�� GR�P a-- - - a - -- --- - - - _ EXlSTlNG GROUND - i - a -- ' � EXISTING �RDUN� � `' �) '� =Yr-S'7�A�.Zi6 i _ - - - -- - _ �� ^.^+_� � --- __ � 2,070 -- r' II- _ �� (+1IJ8% 2 070 EL= z.o79ra �-_ _ � T PROPOSED GRADE � ,z a��-- , , '_- � -- - - � _2,070 -- � I 2,070 -- � - _ j__ _ ,-_ . �,_�_. � � � � ' � ; ' � � � � � ' : � � ; � , , � ,-_ - � - _ _ � � ,-:- -_ � _ - ; _ _ -: - -I�- �-- -,� - -� --r1-- --F�-�I-- -- �-n-- - -� - �-- -rF� -r1- - -- i -n-- -- i� -rI-- -- �- n I- I �. . �. �. �. . � i r -n -- -- i - -- �-r1-- � t-- - �--�.- - - -- - -- - �. � � - 1- -r7� -1-- �-' 'r1.: 1- -- -r+ri-- - r7-rl-- - -ri- --'r1 -1-- rtr7-ri- � --r ri-- --r7 rr- - -ri r . � i i i- ri - --r�-F� - -ri- -r7 -1-- - - �- �- - T- � T� � -_ _ri-- r� i-- r7 ri r7-ri-- r7 r --- ri-----r7 1-- -ri7 ri ---i�ri-- --r7 r --- ri i _� 2 060 � ��ri-----r7_r H_ _ri-- --r7 1-- � - -- - � =_ �._ _ . 2,060 __ � � �� a�� -��_��? �� _ � , _�,'a� �� R� �� , -- 2,060 , _ 2,060 _ _ �z _�. �- --� -- �_� _- �-- --�-� - - -�- -- -- _ �_� __ �__ �_� _ �_ �___ , � �-- --�-� --- -�- --� -- - - --�-- - -�-- --- _ � -- - - -- -- - _ - , _ - - - - -- - - - __ - --- -- , I - � --� - - - -.� I - - - - - _ 2 050 � - - - - � � 2 050 ��I � � � -. i _ I:_ �: �: _ �� ,_ 2 050 _- �. �_. L, 2 050 , �_ � ; � , � _ �.- --,-,_�- _ ._ _�_, , _..__,-. ,�,, -- -- - - -- - --- --__ --- -__ _ __ _ _ , _ _- - - � ; _: � � -� -'- � -- i-_ RIGHT DITCH - - - - - - - _ _._ _ _ - � � �a -'� � �, � � � �� il-�-i� � �� I��i� _: �.::. � I�� J I I , , SEE SHEET 4 FOR -Yl PLAN VIEW SEE SHEET 4 FOR -DRWI- PLAN VIEW �I _ _ 10 11 12 13 14 10 11 WETLAND PERMIT IMPACT SUMMARY Surtaceandwetiandaackage: WETLAND IMPACTS SURFACE WATER IMPACTS Han 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 13+90 to 13+93 -L- LT Outfall Protection <0.01 <0.01 6 10 1 13+60 to 13+72 -L- Outfall Protection <0.01 <0.01 4 10 2 12+45 to 12+65 -Yi - 42" RCP Cross <0.01 <0.01 76 5 2 11+93 to 12+01 -Y1- LT Pipe Rip Rap Ditch <0.01 12 TOTALS: 0.01 <0.01 98.0 25.0 Fevised y31/0.5 • � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols , �. ,. , , � � � � ,. � , OFF-SITE DETO UR �� LOCATI411t: REPLACE BRIDGE 1�0. 67 O T�ER RABBIT CREEI� 01� SR 1�13 (RABBIT CREEI� R4AD) TYPE OF WORl�: GRADI11tG, PA VI1�G, DRAI1�lAGE, A1�lD STR UCTURE THIS IS NOT A CONTROL OF ACCESS PROJECT THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARY CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH Prepored In the Offlce of: HYDRAULICS E11�GI1VEER L O C H N E R NC PIRM WCLNSG No: F-ll48 ll51 SG Cary Parkway ADT 2018 — 645 28 0 POLAZANPLACECSUITE 202 ECOLOGICAL Suite101 50 25 0 50 l00 LENGTH ROADWAY T.I.P. PROJECT B-5406 = 0.091 RALEIGH,N� z�b,z N� License ENGINEERING �91�;"S�o929 � r�oap� ADT 2038 = 945 (919)-571-7111 Number F-0159 �� 0 K = � O % 2012 STA11lDARD SPECIFICATIONS Q�` ��Q P�ANS BRIAN K. EASON, PE P.E. � � 0 2 � D_ 5 0� * LENGTH STRUCTURE T.I.P. PROJECT B-5406 = 0.014 PROJECT ENGINEER SIGNATURE: � � 5 0 5 0 5 0 0 0 T 4 / o R I G H T O F W A Y D A T E: a � V= 4 0 M P H F E B R U A R Y 1 7, 2 0 1 7 ROADWAY DESIG11l Q� � PROFILE (HORIZONTAL) * TTST =1%+ DUALS = 3% WILLIAM C. BOLLMAN E1VGI11rEER �� ooQ� FUNC CLASS = TOTAL LENGTH OF T.I.P. PROJECT B-5406 = 0.105 PROJECT DESIGN ENGINEER o� �� p��Q 10 5 0 10 20 LETTI11tG DATE: RURAL LOCAL FEBRUARY 20, 2018 BRYAN KEY, PE P.E. PROFILE (VERTICAL) SUBREGIONAL TIER NCDOT CONTACT SIGNATURE: J BOUNDARIES AND PROPERTY.• State Li ne � County Line Township Line -- -- City Line Reservation Line Property Line Existing Iron Pin � Computed Property Corner � Property Monument � Parcel/Sequence Number 123 Existing Fence Line -X x x- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary ��B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil �' S '�' - Potential Contamination Area: Soil -�— S—�- Known Contamination Area: Water �' —W— '�' - Potential Contamination Area: Water -� W �- Contaminated Site: Known or Potential �' � BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine �' Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream �--- --- S p ri n g o��'�.---� Wetland � Proposed Lateral, Tail, Head Ditch � F[DW False Sump � �� 9 �� U' �� RAILROADS: Note: Not to Scale *S. U.E. = Subsurface Utility Engineering Standard Gauge - RR Signal Milepost Switch RR Abandoned — RR Dismantled — CSX TRANSPORTATION O MILEPOST 35 0 SWITCN �— �— �— �— RIGHT OF I�AY � PROJECT CONTROL: Secondary Horiz and Vert Control Point ♦ Primary Horiz Control Point 0 Primary Horiz and Vert Control Point ' Exist Permanent Easment Pin and Cap � New Permanent Easement Pin and Cap O Vertical Benchmark � Existing Right of Way Marker 0 Existing Right of Way Line - New Right of Way Line R New Right of Way Line with Pin and Cap New Right of Way Line with Concrete or Granite R1W Marker New Control of Access Line with Concrete C�A Marker Existing Control of Access New Control of Access Existing Easement Line New Temporary Construction Easement - New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement RDADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — Proposed Slope Stakes Cut - Proposed Slope Stakes Fill - Proposed Curb Ramp Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub � W i� 0 � W in� � .�. �— �c� �A� c E E TDE PDE DUE PUE TUE AUE C F CR � ��i � � Hedge Woods Line Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: � � � � Vlneyard CONC J ��N� WW � � Head and End Wall / �oN� Hw � Pipe Culvert __________ Footbridge �--------� Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS 6(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.*) � CB O -s � � O ❑T � HH - - - -T- - - - T - T - TC - -TC- - TC T FO- - - - - -T FO- - T FO WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Pedestal TV Tower U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS 6(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information w w A/G Water 0 � HH -TV- -TV- - - -TV TV FO TV FO TV FO �- A/G Gas OO O ss A/G Sanitary Sewer - - - -FSS- - - - - -FSS- - FSS • � 0 �s — ?UTL 0 UST 0 � 0 AATU R E.O.I. S UR VEY C�1�lTR�L SHEET 8-�406 �� -PRELIMII�AR Y- P��i I NT D��i� o P��IORTH E 1'��T E�EV�T I Cil�l � STHT I C�N uFF��ET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 1 B� - 1 '��`=ii.'�5�� a �4G� /�;'� ivi �U o 1 r=,7�i J 1�4 0��5 �-)l�iT� I C�E PRU ,lE�- I� I M I T`-; � �� -� �� 1�� o L��3� �� `�� i o 1 ��z� ��a�� o�� _!Ts I oE ��o _�ECT � I M I T_ � B� -� ��5�=j3r"� 0 1:� 1� 7i��4 1 1 0�2F,� 2��=�� o F� 1 1 T�=�% ., �_�� n,. (_� 1�T -� B� - 4 ��`�4�5 � 41�i��'� 7� ;r 47 0 15`�� 2��173 0 7� 14 T�,�� a 1 � ;'�� o�7i� F� I � �L _ � �,�,��7�10 487� % � � ; ? I � 7F��i 2�83 0 `�4 1 h � �� =� � ��R 1 � � �%' RT 6 B I_ -�; ' �� `=i 71 � �-��; �i � i�1 ��i = 1 '-� �=i G'i G'i _' i� `=i ? o(?I �;,'� i:-i I_� T`- I D E F' R 0 J E(-: T� I M I T`�, �� Y 1 P� I NT �I ��i= � I�,IC�RTH EH'�T EI_E�RT I �P�l `�r' i�=� I HT I OI��J OF�'�ET �-� B� - 4 ��5'=144�� 0 4iZ�� 7i��,^'�G47 0 15' J� 2i%7`? a 7� 13 � r�5 0�38 7� o� 1 LT _;; � 1, �_ 7 �� r� `� I 51 0�=; 7��i 7�_� r� 6'� 0 7 2 Q� 2 I� l 2 o r� `� 1�i < �� 4 �� 1 1� C 1 I-f -��RE� I M I�I�RY - R��W M 1F�KER I R(_�N �' I N �ND C�P - E 1�I��I��J `��T�TIO�J OF�SET NORTH E�ST Y1 1�i+71 o'�3�i -��o �`�,� ��`��L=�� -,��17 7��61 a��8r�17 Y 1 1 1+ 37 0:,,� - 4? � 4F ;�,a ��4 �� i� �i� <��s-;2 ��7F:�) Y 1 1 1_ -;4� i;ii�i �'_� �;7 �� 14Gi1'i4 � i�i �F;�i�� ;= 1�L�=, � 1 1-? 7- ��4 ''=� i, i�;�'i 5� i-��; 1 <��iii� � 7�'i �%�`=i o��4F; Y 1 1-' +��,I,�i ��i �� o��i-;i ��I �`j(�; o.�� 1�3 7�LI ;7�� 0 2��)F; Y 1 1 r T�7 �?i� 47 ;=� 5�`�i i;�E- � 1� 1�4 7� ?�7% 1 0'�>>�� 4 Y 1 1 1� 7=j o i;%ii� r=;7 0�iG� �� iL�� 1 0?�V �4 %i� �F;�i � o rLi;�� Y J. ]. 1� i�� o i�il �;;�; o iF%ir;'i 55`�72i�7 0 25��4 ;�:�h� 1 0�i5256 f 1 �� -� I,�I I�! I, ,I � I,; J I_) (-,1 �� i I I`li I._1 �'' J`—I I I�I ,' I I��_: � i o�= I rl .�� i BM-1=2,107.53' � E �q� �c �� j� �� 0�� NCDOT GPS MONUMENT (GPS-102) LOCALIZED PROJECT COORDINATES N = 560,5332580 �� — sra. �� f3o.00 �� :oNsrRucr�oN �� / + _ \\� �t„ i .c c -� - r� .�ia_ ri r7i . \ NCDOT BASELINE MONUMENT (BUI) -- P t l f NCDOT BASELINE MONUMENT (B�3) LOCALIZED PROJECT COORDINATES LOCALIZED PROJECT COORDINATES N = 559,353.1310 N= 559,Q532460 NCDOT BASELINE MONUMENT (BL-2) \ /// E= 703,030.1670 LOCALIZED PROJECT COORDINATES E= 703,411.9260 ELEV. = 2,104. 35' N= 559,1842330 ELEV. = 2, 082. 60' E = 703,247.1720 T� U, �23 ��— ELEV. = 2, 094.60' �_�-- --_____ -- �Y,- ---__ —__ _—_— � � RF1BBlT CREEK RD SR /504 — — — — � ------- --- � i � � �,�,.�,� ------�--- �j / _ _ � - � SO/L� � � i �y000s f + e a�.. , r a: -r , .: +�. � r +� a�: , � ��: � o :: .: �, e x ��.: » ,.: x. v ,. x . e �. r .� r. �: V'i00DS � BEGIN TIP PROJECT B-540� ��I� 1 E�EVRT I ON = 21 �7 0�� ' -L- STA. 11 +00.00 f�,l � ��-��8!=� ��'i E 7�%C8"� o�1,% C� ST�T I(�N �+� J o i�� `�� 4° 11'280`�� W Ci1,��T ,'�o��l, � I��J� H`��P 1!; E I f�l BF�� E��i� 1� I NCH W��f`�JU I TFiEE A � A� W X R,k 1 r 4 A 1 1 k ,i'. ,r * k,+. .t, k,k R k A' i: 1 ! 1' M �� t. ,. ,t 1 t r x A k <,��M��,.��.��*��*..��,�=r,��.. E�M2 E�EVRT I ON = 2�82 0��" I�I 55`12`=�%0 2�J E 7��4�1� 1(- �Y 1 � I�T I ON F� � 4�� 71 '� 0 71 ' I EFT �� I I'�I � H `�� P T!� E I I'�� 1`� E�J F�'� (� I I�J C H P I I� E I I�EE I' I :K ;Y 4. t. t A 1: s * K ) t A � 1�.: � :I' 'Y � A:: �: * # � �' X X Y�. * Y k :k .W, ;Y :#. * M: 'F: �a��,�� M:� F�Ev�T I oN =� 1�-� 10 ,�� , N�51Zi(Zi 1� o`=i7 E 7�4�4r o 71 B� �T�TICIN 17+��'io 87 i'J ��`41'S'o�° E DI�T 3i�Go�7' �� I NCH `=;P i I�E I N B�r,E CiF =� � I NCH CED�1R TF;EF_ k t.Y A� Y .'I�: '1' „ .. � k V N: . x A:�4 .1'. x x 1. 'Y 1 �4 � f �. 'k Y � ,v. Y 4 R V': _ Y ,K DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT ��GPS-102 �� WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 560533.2580(ft) EASTING: 703888.1270(ft) ELEVATION: 2091.08(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99977748 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "GPS-102" TO -L- STAT I ON 1 1+00. 00 I S S 23°20�20.9" W 1355.25� ALL LINEAR DIMENSIONS ARE �OCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAUD 88 _�r NCDOT BASELINE MONUMENT (BYl-7) -Y/- STA/0+50A0 LOCALIZED PROJECT COORDINATES BEGIN CONSTRUCT N = 559,151. 8720 E = 703, 569. 7280 ELEV. = 2, 072.89' -Yl - POT St� / R�BIt � (:.i -�---�_ �- .. �;� - — ,��- )5 � �S - � - � ' R � � I I��I I I'�J �� , / / / / / '�`�r�' � � �� E = 703,888.1270 �— ELEV. = 2, 091.08j � � / i � / � � j ��\ I >, �� I � 2�i 2 / 23j355. s � 1' ,..,� / -! - PT Cfn l3�lci QQ I I I I I �� \ � `' � � o/ NCDOT BASELINE MONUMENT (BL-4) � � � �� LOCALIZED PROJECT COORDINATES N = 559, 445.4000 1 � � � E = 703, 647.1590 �S \\/ � ELEV. = 2, 073. 70' .. / �'`� / � � / �� o\ I= ,S� / � / . � / /� � \ \� � — � � � � .�l / / ��'% / ��Jh/ �/ � _ WOODS / % BM-2 = � 2,08222' I �'�'E `�I��TIO��I f��-�RTH �H'��T PUT 1�i +�1�i o i��i ��i2�:� o ��,1 7i��7�� 0 77�L P�� 1 1+ cl� �� 7 JJ��"�JC o 6'��i /�/�.�� - o�2 J`? I I � J+ 1�� a��r� J�r�� o�� C� 7�.�� o��! � PC 14 +�`=1 �� r�48�� 0 1��L' 1 7�3C�4�=� o i��, 7 P�C 1�+6��82 �5��3707178 7�37420477� PT 1 E+�4 ��16 �5��7`=) 0 71 �� 7� ��21 0 1��1 F,i �T 1 � ., �� _�� iE��n a � J�i��, �G� _;`�)�`=i o � �`�� -'r'1- �'RE�INIII�IR`r' T'Y PE `��T 1T I C�I�I N�-�RTH EP�`=�T F'i:�i I 1 i'i + i,�i�i � i7i�ii ��_,`�1 1 4� o.�(��_;�� 7�`i ��;'i� �� 4��4 F'i= 1�i+r`= �%4 5��1��i4� 4�%� 7iryi ;�_�� -i� ��-`=j"= F'T 1 1+ f=��' �;`' �� `=l2`��7 9��(��; �i�i �F�4 1 �_� �=� PC 1 �+�i� o�2 55`�i � 1;-; 9'� �74 7� �hh7 0='7��i F� i 1 � + �zi ; - �%l� � � �� o �� 1 � � c� �; i � �� , 1 � � �� F -i T 14 + 1 � �-� `� �, �-,,�, �, I 4 � �, i%i �; 7 ? �'i ' �_ =i `_� o �=i �'� 1 '%'_ �'�'EI IMTI�J�F�r T�'F'E �IHTlON N�-iRTH �H'�T PCiT 1�+�i:� a i��i 5�� 57 0 31 C;? %�"�7��-1 o� 1� i Pi=iT 1 1+[��i =�-�'� ��5`�1��;J 1 a C� 1��_' �(� �E�7� o�G4�' GEOID MODEL: G12NC NOTE: DRAWING NOT TO SCALE �r -�' I� �� I��1 I T�J H R`i' - �T�TIUf�� 1�+5�a�� 11+��o�i� 11+��1i 1J+ 1 Jo c1� 1 "4� + 1 � o �1 `� 14 � � `=� o � i:� 1_'-,+��0 8%' 1 F, + `=i � � �i1 �i� 1E��+ ��o ��% 17+�� ; 1�+��a�l 1�+6�� 7 l�� 5 i�7i ��i iil 1,+�,`u�_; 11 +a7o 7`_i 1 � + l%1 �I � �I l� � � �� " a I i� �_� �`�,� F' I �.J H r�� u � H�� - E f�li:�i�'TH ��'��T ��27r o 71 `�� 1 �'� -��1 � o�;I�i 1`.�� % ��c �-� -�� r-,-, �.� ��.�� o �-�.� 1� 7�i �� 15 a 1 1:�4� ��5`=13`=+4 0 17�G�; 7� 33�� 0 424��2 ��J��4�'�� o J.��J 1 �kJ��4C�J a �1� �r.1" �� 45 � 0 3 1 74� 7�� J ��3 � 14��%' % �-�_ ��-�-, -,:� � � 1 ?G%1 �� `� o ; �i��; 1 .�.� ��.� o �<_, , ��=�r7 J o 2�i;�E��i� 7�' �7�� a�i 1 1� 1 ��'=1F; �4 ��4r1 J ��i J�� `_�`��; �5`=i6�� 0 2G�� 7��-�41 � 7��i 55`�6� 1 0�5� 12 7a:3�24 0 1(� 1�a ��5�=�� 0 8� 1�� 7C�3�27 0�G:�2�� `��4'�7 0.� 1 r�4 � 7ai37� � o��647 ��`=� ;�� o E� 1 17 7%i�� ;:I. ��=�7127 ��-> >- u �=�-;1 i �� ar� 1 �_;�=�� - ��y _�` �� o F,=�I%1F, ; 7!/I J'� �rlh � `I� �( � `�_1�GJ171� o E;��LI._�'--� 7� ��G� o q��g� / �o`' h � WOODS / ��./ BM-3=2,101.39' �o / / / % �'�/ /�/ QO/ / �� j '.OJECT B-5406 �� + 55.00 / �� / / NCDOT BASELINE MONUMENT (BI�S) / / LOCALIZED PROJECT COORDINATES � N = 559, 570. 4870 / � E = 703,831. 7690 / / ELEV. = 2, 083. 94' / / .�..,., � / -- _ _ ___-----'//�/ �� — — — — � � NCDOT BASELINE MONUMENT (BL-6) � . � � � � � LOCALIZED PROJECT COORDINATES � � � � N = 559, 710.3360 / � _ GR �/ � � � €� E = 704, 021..5900 � � � � � � � � ELEV. = 2, 093. 00' �� a °� —— P T t l7+ 7 � c� � -� i- P� t l4+ 7 � � �� —Y2— STA10+75.00 �, 0 � \ � �O �� \ \ � �� NOTES: 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTPS://CONNECT.NCDOT. GOU/RESO URCES✓LOCATION/ THE FILES TO BE FO UND ARE AS FOLLO WS: B-5406_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 THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. C1 FINAL PAVEMENT SCHE�ULE PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, PROP . APPROX . 1. 25" ASPHALT CONCRETE SURFACE COURSE , TYPE SF9 . 5A, E2 AT AN AVERAGE RATE OF 1 14 LBS . PER SQ . YD . PER 1" DEPTH . TO AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. BE PLACED IN LAYERS NOT LESS THAN 3 IN DEPTH OR GREATER THAN 5%2" IN DEPTH. PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C2 AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C3 AT AN AVERAGE RATE OF 1 1 0 LBS PER SQ YD PER 1" DEPTH TO BE PLACED IN LAYERS NOT TO EXCEED 1 1/2" IN DEPTH E1 IPROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE� TYPE B25.0B� AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. ORIGINAL GROUND ORIGINAL GROUND � P�. �`��S S�G , S�� 6'-0" 9'-0" W/G R T C�r l GRADE TO THIS LIN � P�. �`D�S �'S�G T G 10'-0" VAR. 10'-0" VAR. �' TO 9'-0" � 0' TO 9'-0" � i i � C1 i GRADE i PO I NT i , 0.02 ' 0.02 � -------- —� ------ ---J � �— 6.5" � Ui W � 6'-0" 9'-0" W/G R [[� T � �� u W 8,_�„ EARTH MATERIAL. EXISTING PAVEMENT. MILLING (VARIABLE DEPTH-SEE DETAIL) VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL) SFF X\ �qR sF��,�o HS RADE TO THIS LINE TYPICAL SECTION NO.1 USE TYPICAL SECTION NO. 1 -L- STA. 11 + 00.00 TO STA. 12 + 73.72 -L- STA. 15 + 93.54 TO STA. 16 + 55.00 6'-0" 9'-0" W/GR � �4'P 10'-0" GRADE ! C2 PO I NT ! 0.02 � 0.02 , I , � i 6.5" E1 6'-0" 9'-0" W/G R � 8,_�„ ORIGINAL GROUND ''�R � PK• NS SFF ,S�G��O �C� El i � X S � GRADE TO THIS LINE TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2 -L- STA. 12 + 73.72 TO STA. 13 +49.83 (BEG. BRIDGE) -L- STA. 14 + 22.17 (END BRIDGE) TO STA. 15 + 93.54 � SEE PLANS FOR PAVED SHOULDER LOCATIONS ORIGINAL GROUND 1'-3" TYP. LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919)-571-7111 37.5' MILLING 1" EVERY 25' 0" TO 1.5" C� �� NC License Number F-0159 PROJECT REFERENCE NO. B -5406 RNV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2A-/ PAVEMENT DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -------- --- --- ---- --- --- - i- ----- -- i i i------- ---------------------------------------� U MI LLI N G D ETAI L USE MILLING DETAIL AT RESURFACING TIES C1 E2 i T T T T T-- 3" MIN. L-- ---------------------- C3 ��---'----------------a i --------------------� U Wedging Detail For Resurfacing WEDGI NG DETAIL 11-24" CORED SLABS TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 3 -L- STA. 13+49.83 (BEGIN BRIDGE) TO STA. 14+22.17 (END BRIDGE) 1'-3" TYP. ,�� I'i �'',� r, I,'I I �'I"' ��' 'f � �� << �� . � � � r� �-: ��: i E H EET 2 B-1 A F LL • �� "`♦'-''" U S � � O O1�S • H. W. LOCHNER INC. PROPOSED FE CING �`� 2840 PLAZA PLACE, SUITE 20 ` RALEIGH, NC 27612 LOCATI O D ETAI L ��, (919)-571-7111 ,, NC FI ��, � 1] I NTERSECTION DI ENSIO I NG DETAI L E��L�G��AL � ENGINEERING . -DRVVI- ALIGN E T DETAI L r'Y, � v�;J , t<\ \ , �'.� �� . ,\� / ,, \ � `- ) � ; \� 5,.. Pl Sta l0 34.54 Pl Sta ll �06 85 �= 55° 34' 08.5" (RT) �= 90° 47' 13.2" (LT) D= l90° 59' 09e4" D= l90° 59' 09.4" L = 29.10' L = 47.54' T = 15.8/' T = 30.4/' R = 30.00' R = 30.00' -DRWI- Sta. 11+30.00 END CONSTRUCTION PROP. TEMP 12' METAL GATE -DRWI- PC Sta. 10+76. _nniAi�_ AT c+„ in�� sz � 2 - - f ��e � BEGIN PROP. FENCE -L-11 +00.00 -L-11 +97.17 TIE TO EXISTING 55.00' LT. 55.00' LT. � -L- 10 + 38.20 / � 24.10' LT -L-10 + 50.00 FENCE 30.00' LT. pROP• � -L-12 + 44.55 �,\ ,�O -L-12 I+ �4 �55 20.00' LT. � ,, , ---DRWI-N 34° 22' 43.6" W°� 20. o�T . , -- - --- - - _ X X-�-� - - - , x - - _ - gIT CREEK RC' - - J - �� is /�� 9 �` / / � � / j; ys /+ � 4F / ; ,�� i �� ,� � � � � �� , \� � �a , � -L-13 + 00.00 END PROP. WW FENCE ' ;,A � TIE TO EXISTING '� / 125' LT. -L- 13 + 77.87 /48.9' LT �� , �, � -DR�II - PT Sta. ll f23e98 r� ��i # 3 � �, �� ' ��- -BI_- STA 17+OOo87 � � � � �� 04°�I'S3o=15° E 306e67' / /�� , `� -L-13+20.00 �� E�Evo = 2ioia3�� 105' LT. ��0� � �` o / �.. -L-13 + 50.00 � �� THOMAS M. HORNSBY �`�� k �� 60 LT. / �� M-22 PG i8si `' �,, � ,, u i� �''�, �`_� . - �� ` ,- , . , � � `�� c; . / �Q i �� ,�;,, �'-� BEGIN PROP. WW FENCE � � �� , �, � �% TIE TO EXISTING � �%_, / / /6, � J �� -L- 14 + 30.00 /40.0' LT •�� . / / / 60 OG � PROP. 12' END PROP. WW FENCE j / � ' �� METAL GATE TIE TO EXISTING `��" � k �,N �:;' " -� �' ,�.c;°�; -L- 16 + 95.00 /30.00' LT. i � � � �`� o j ( ti.,�J ., � �w; i � � � �� ; PROPQSED / � m � � FENCE y : � /`` /�� . / / F,p • ---- - ` � / / / _ - - -, - RAB - _ = -- - _ _ - - - � -, : - - � __- -- - � �v �. --;� � - - �"'' _ � - - � ,� � �� - - -- -- x� ,- �, / / �v� -� � , , _ ` - - i / aS ��" � T - ,. P � _, f - _ - __ � � '- - :, FENCE TO BE PROP. 12' , �� ` _ �.. �' _ - ��/ � m ' - _ _ _ _ _ - _ �F REMOVED METAL GATE �,� � � wo F;>� � - - -- � _ __ , - � ----- � � �� -L- POC Sta. 12+59.00= �� X .�-�� _ y�� a - - �,,� - T:-�. x wo'r�ai� - a°4,8"3�: ' St � ----_ i � _ ,;�,,�� - -DR l- POT SfOe 1Of00.00 FENCE TO BE -L=14+57.74 �2 S ---- - � � -- REMOVED '- 50.00' RT: `� ? , �--------' � �,, % X � � BEGIN PROP. WW FENCE TIE TO EXISTING -L- 10+69.15 / 30.0' RT ��;�`��i� ��,�� ;; END PROP. WW FENCE TIE TO EXISTING � -L- 13 + 00.00 / 34.0' RT � � � -{- •4' / X �f �/ / e��,� � -L-15 + 74.28 � � �� x o� �,;; � ; 65.00 RT. � � // ��,, �i � � + JO ANN C. HENDERSON � -Y1-13 �- 7�.24 ��`�/ DB A-10 PG 162 � - 35.00' RT. ;,' \ DB B-31 PG 1606 / '� �-I- -{-- PLAT CARD 5197 �/ � � �� - �� F�ENCEW �� 2sFo � � � � �� . � � � \ � � 9� � '� � � i R � � _ �- \� � �, �3� PROP.12' +� -�-� �� / - �2;' � - � � METAL GA7E �� + � � �� ` -'�6�ri- 30 -_ � �,, � � �' � \F, - � i a ii17�, �- � , � � - , -Y1-12 + 50.00 � � � - ,� � � �� ,�� ' TIE T PR P ED FEN � E � � % %� � O O OS C , � , -Y1-11 + 77.42 � �.� � �' � ' 40.00' RT. �'�N� � � -Y1-12 + 43.70 -Y1-12 + 50.00 , � a .� o � �, � �; �� 40.00' RT. 35.00' RT ``� � � r,;; � s � � � ; � �\ �� + � � � � ; � � � ��`�� - �� END PROP. �°� � � � -�- � � ' � � � '��., �� ,' BEGIN PROP. /�`� � �+ T` IE TO E E ISTING ;°, � O �l � � �I '�, WW FENCE � '� � � -L- 15 + 93.32 /36J' RT '�� I I' TIE TO EXISTING ' -Y2- 10 + 60 /17.25' RT �' � � r I I ' - JUDITH GREEN LAU I I DB G-34 PG 2312 � W�� X I I /k � X � � � � w w � ISFD � Q Q m ir> > > � � � � O � � � N �-- � cn' � - 1 �_> ,,, SEE SHEET 4 FOR PLAN SHEET - -�� BRIDGE DET AlL / PAV EMENT RELAT IONSHIP SKET CH BEGIN BRIDGE -L- STA.13+49.83 END BRIDGE TYPE-I I I -�- srA.14+22.�T GRAU 35 T- TY E-III 0 0 0 `i°� � °44' S23" E O � �� TYPE-III TYPE-III GRAU 350 TL-2 BEGIN APPROACH SLAB END APPROACH SLAB � -L- STA.13+38.99 -L- STA.14+33.0/ BRIDGE NOo 67 1 F�,��i�,i� M � �o�NS�Y !��:� �-36 �G I.�^8 BEGIN TIP PROJECT B-5406 -L- STA. 11 + 00.00 -L-11 + 00.00 DETAIL 1 SPECIAL CUT DITCH ( Not to Scale) ,� Front � Ditch Grou d ?') D �� o'�'�e� Slope d Geotextile Min. D=1.5 Ft. Type of Liner= Class B Rip-Rap Max. d=1.0 Ft. FROM STA 10 + 75 TO STA 12 + 45 L LT EST. 60 TONS RIP RAP; EST. 38 SY GEOTEXTILE DETAIL 4 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 a� Fill Ground �•� �' ��6� Slope d p F�a Geotextile B Min. D = 1.5 Ft. Max. d =1.0 Ft. B = 2.0 Ft. Type of Liner= Class B Rip-Rap FROM STA 15 + 40 TO STA 15 + 80 L RT EST. 18 TONS RIP RAP; EST. 18 SY GEOTEXTILE FROM STA 12 + 65 TO STA 13 + 85 Yl RT EST. 54 TONS RIP RAP; EST. 54 SY GEOTEXTILE \ �\ \ � � -L-13 + 00.00 -L-13 + 20.00 105.00' LT 125.00' LT _ _ � � � o � � � SPECIAL LATERAL - � , BASE DITCH = q2 SEE DETAIL 2 . � g,� ��1 � 1 - - f , S 28�a3� j -L-13 + 15.99 EMBANKMENT ' j=_3 I I�, r,- �� ,r ja DETAIL 2 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 0� Fill Ground 2•� �-' ,�;6� Slope d p F�a Geotextile B Min. D=1.5 Ft. Max. d =1.0 Ft. B = 2.0 Ft. Type of Liner= Class I Rip-Rap FROM STA 12 + 90 TO STA 13 + 65 L LT EST. 61 TONS RIP RAP; EST. 34 SY GEOTEXTILE DETAIL 5 TAIL DITCH ( Not to Scale) Naturpl Natural Ground ?•� �,•.� Ground d � Geotextile B Min. D=1.5 Ft. Max. d =1 A Ft. `When B is < 6.0' 8=5.0 Ft. Type of Liner= Class II Rip-Rap STA 12 + 50 Yl LT DETAIL 3 TOE PROTECTION ( Not to Scale) 1 � �� FILL NATURAL ��,"C� SLOPE GROUND d GEOTEXTI LE d = 1.5 Ft. Type of Liner= Class B Rip-Rap FROM STA 15 + 75 TO STA 16 + 55 L RT `��.� EST. 37 TONS RIP RAP; EST. 27 SY GEOTEXTILE ;� � , ,° �, �. ,�>>-�'� LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919)-571-7111 NC License Number F-0159 NC FIRM LICENSE No: F-1148 1151 SE Cary Parkway ECOLOGICAL S"'te 1°1 Cary, NC 27518 ENGINEERING (919) 557-0929 PROJECT REFERENCE NO. B -5406 RNV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � � / A �ir� icrvv i i rti � STA 11 + 70 Yl LT �' FROM STA 13 + 65 TO STA 13 + 92 L LT '� j EST. 10 TONS RIP RAP; EST. 5 SY GEOTEXTILE 0 \ �ry ;:�, / � � �� i�� T y� �,- „� / / � �� , �. � � ,� �� \0,\:°1 ``,'� / O A � / ♦ ' A / � _ �-�� - � � � ;;;� �` � i � ,� � �,�j� � � `" � / E/p /h �� ,, �; � � �� _ � �� O� � , / � � �" -, �C' , �,,i, r , �,,� � � � I a� �-9 � t ; �;' �; � �' �e� -� DB D-36 PG I$48 ' /� a �\ ;� , � � 4 � i�; � � -� / � � �s /, J �i -L- OC Sta. l5�-15.63= -�' � / � '�'�3so. �` . 3 _'� "". _ _ _. . 55.00' LT. G _ - � 55.00' & SEE DETAIL 8,,- � -l��- l��% SfOe � �'�8.�8 ; so. � F ,' 40. 00' LT : '� '" . '' ; ,� oo � �` �� . � SPECIAL CUT DITCH -L-13+50.00 , ; .�'� ' -L-14+59.80 _ _ _ _ + .-� / �', / 40.00 LT I L- PRC r/ / k � N ,�„�,-.,-,^�M�- -L-10+50.00 SEE DETAIL 1 R 60.00' LT / �� EXIST. R�W w �, ` " 1 �`00.00 O. f . � � ^' __- --�-�_�/ �v � � ' 00' LT. - - + `. ` � � � - ,- - - - � 0401 , \ _ � � C \�� .,r . -L-15 + 65.82 / / e- . `-:� , 50 TAPE � O s�� 4 PS - _ F , !, , ao.00' �T. -�-�6+ . -,;'� � �� : �,,�' _, „ ,-; ,- � LT. & RT. _ _ � � '� ��-,-Y„�„� � ,_. ,_. / G U 35 r �E-III ;'' � 40.00' LT ' i F_ EXIST. R�W & JI ,�r / �} m , , �_� �� : � , �/ � 2 ,� _; i � �; . � - _ - � � � _ -- � ;,; -��,. / r o -L- o a c� o E-III G �-� � � ]�%f; ji �-r ' � / i _ _ -8 �0.5" E �� o 0 6/ ��`5 .3„ 040 �� 38� TL-2 F � �' � c c _ _ �� ' � `� / F�,� , � � / / �' , �. 48° � � _ _ __ _ _ w REM RABBIT G�4EEK F; o - OV � p � L N F G E TYPE-I B 2GI EN � ^ o ._ � C / �.�-'`'�r✓ // � j � I SR 1�13 -`- ------ ► - _ _ - - - - F �� SBG+4�.� � o o O o � :�°�-��;,�., '" / �v i � � rYPE-►►� H 28°/5' 07� N -- ,� lV 6/° l6' 35.6„ ��. �_��M�s�,.s� � / S s, � � � -_ - : ,� _ `'- .�- ,- 20.75' • _' � o�6s o o � E_ _ / A� �� r - ��-v -� -� -L- 11 + 47.79 ��, + -L- 12 + 52.63 : / , F � `s- 65 ,,u / � � m o,o - , � '� '�-�,�,--- - . � EXIST. WW EXIST. fLW �i ; � 403 � C�J, . 02 i , - . � � �� - �-- � � ;� �� = TAIL DITCH -o / � TAf'ER _ . _ - _ so;i _ _ _ STRUCTURE _L- 13 + 50.00 � -' . r � , � ._ , � ' ' -- 4� - ' - - _ - _ _ _ _ W/CLASS II RIP RAP � T BE B P � �3 _ ,, -,,, WD KAIL �-1 EST DDE = 475 CY � EXIST. RiW E � � - _. _ , - � I - � ,�J 5 3g°AS'32' ,__ RE OVED -L- 15+65.87 �� L 10+00.00 EST 125 TONS ST S /A �4 EXIST. WW - `_- ��p EST 175 SY GEOTEXTILE G T X ILE� , � � " � SLOPE - +/-4.5% -Yl- 11 + 84.00 � E T-1 � -Y1-13 + 72.24 i ; TOE PROTECTION . �.. ''��!�, EXIST. fLW S E E D E T A I L 5 EXIST. R�W ?F� �EM �// // �• C�Q• XIST. R�W _ - EN D TI P PROJ ECT B-5406 �.� � �� SEE DETAIL 3 ,-�' o,`� TAIL DITCH 040 �� _ _ - J /� XS/9S EXIST6�5.61 .:.; - -L- �TA. 16 + 55.0� �o � W/CLASS II RIP RAP -Yl- 11 +37.33 ' , / -l� - PT StO. �4+07.2� �` "" EXIST. RiW �i � : EST DDE = 70 CY J ;� ;� �. . _. . ,,_, L 17+55. 7 0 EST 45 TONS EXIST. fLW � ` i�040 �`�' i\\ � � o / i i L� � 2 t;�? V]�B�VA i0i1PG 162 ��I�I � � EST 65 SY GEOTEXTILE � + i `�„ �+ , �-r�' � `- - � � �. ' �� % '�� -- SLOPE=+/-1.5/0 -� DB B-31 PG 1606 -Yl- 10 + 71.8A __ y `1 i i SEE DETAIL b - - f EXIST. fLW � `� i i �-I- �'LAT CARD 5197 o ' v SPECIAL LATERAL � -Yl- STA.IOfJ�O.00 �'� J o ��'' HW /� BASE DITCH �;�i ; i 2SFD � �-I- � � o r� -� � /- 0408 SEE DETAIL 4 , � � � / \ ' 4 BEGIN CONST RUCT lON � � � " ' , � F , , X �� _� � �s�G � � �� 50° 02' 9 ' � -' � � � + / + N 3 ��, � 5 �(� o � - � -Yi-�z+5o.o0 �� + + � �. � -I- s; , , � , �_ � � t � � � � � ,��, � 3 5.00' RT ��' � � � ;�-, �;�I "� I��<<�I - �' � �� k� G� �405 0406 � F , \ .O � � � / /_ �� 2G1 R � =; \ � � -{- + +�'F. - - + ;c,�.�� F+ 18" CSP / �, � -Y1-12+27.70 � ., � � �,��.�� WiELBOWS � HEAD DITCH EXIST. RrW ' � + � `` � ��+0 9 EST DDE = 5 CY � �` / � ,`�o � , -1;: SLOPE _ +/-10% �-�- �j \� � J' �- � ' �; � � � � � � �� SEE DETAIL 7 � � � + � � �j ' �- � �� / f-- ��((-�FEE �3'� �_. ", �_ ,\�"��1 ✓J` v�' �� \ ,P !�� r --I- _- RA �''`/ l� '\ � + ��' -�JS-� _ �� S� � , � «,_� �. � 1 .� � s � � � �JS�� S �� -Y1-10-�-50.00 � � � �h ��11\ 1 -f- `"�� \,% _I-� _ ► � EXIST. R✓W -Yl- , \ ' � � -f- / , - � _ _ -, ,�F; �t,��C „+�9.00 , 11 -� -�_, , + / % � � /i o "� ` Sl HT EXIST. RrW 1 � I ,�\ � � �� \ ' � -�- -�,'� � f � \ 6p j; � DISTANCE -Y�- �� +00.00 � I I � �� / � � 0 �l � r�' / \ °a ; � _ CLEAf?lNG 88.00' LT I I ` -1- ,� / � � /� ��' _ �� - - � S. f02. I I -DRVV l -DRW l / � I I Pl Sta 10+34e54 �� Pl Sta 11f06.85 � � � / � " � = 55 34 08.5 (RT = 90 47 /3.2 lLT) �� - II o � o � � '�°� �� 3 `;� � = 9 ° ' 09 " = 90° � g „ c�� / � � I I D l 0 59 .4 D l 59 0.4 �� 3 � �i�� A�;�� i��;��iv � L = 29.1D' L = 47.54' DB Q-37 PG 2013 I I T= 15.8�' T= 30.4�� / � � w h I � R= 30.00' R= 30.00' ! - / � � �� / �� k X � �', -�- .� / � / ��-. / ' Pl Sta 12+56.83 Pl Sta l5+12e8/ �� Pl Sta l6+10.39 / �/� k' i �_/20 46� 2/.8 �IRT)0 _ Oe 45� 33.6�� lRT) �_/o /3' S0.3°�ILT) / /� D l0 44 58.8 D 0 42 58e3 D l 22 50.2 � L= 118.82' L= 106.02' L= 89.14' / y � ' T= 59.66' T= 53.0/' T= 44.57' / / � �'J.pv`� ISFD a � m � � � w � `1' j=_ R= 533.00` R= 8,000.00' R= 4,150.00' / oo° .�� , � � o � ' ' SE = 4% SE = NC SE = 2% /� �` `y 4� ��.N�scn�E � N Ro = 83°00' Ro = 4/.00' Ro = 4/.00' ' r�'��'E� '__ '" Vo = 40mph Vo = 40mph Vo = 40mph \ . _ �� . � � �� /, � � �;i '` �,P i` o°�p� `�' �7 �i , Pl Sta //+/6e53 , � 1 Pl Sta 13+24.33 �= 4/ 28 27.4 (RT) 0= 78 /7 47.6 <LT) D= 38° ll' 49.9" D= 38° ll' 49.9" L = 108.58' L = 204.98' T = 56.79' T = 122.1/' R = 150.00' R = 150.00' SE = 4% SE = 4% Ro = 65.00' Ro = 65.00' Vo = 20mph Vo = 20mph � PAV EMENT REMOV AL 0 PAV ED SHOULDER ALL DRIV EW AY RADII = l0' UNLESS OT HERW lSE NOT ED SEE SHEET 2B-IFOR PROP,FENCE & INTERSECTION DETAIL SEE SHEET 5 FOR -L PROFILE SEE SHEET 5 FOR -Yl - PROFILE � � � �� Q � �� I PROJECT REFERENCE NO. SHEET NO. � � � � L O C H N E R B-5406 5 � �� _ _ __ __ __ _ ,_ ,� , H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , � 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919)571-7111 NC License ' � BRIDGE HYDRAULIC DATA N�mber F-o,59 _� � _�. � � � �_ �_ _ _ _ _ __ �_ NC EIRM LICENSE No: F-1148 �— � �— �� —� � � � � 1151 SE Cary Parkway DESIGN DISCHAf�GE _ 1200 CFS ECOLOGICAL �„y'N� Z�S�$ ENGINEERING (919) 557-0929 DESIGN FREQUENCY = 25 YR DESIGN HW ELEVATION = 2072.2 FT _ _ - -- BASE DISCHARGE = 2000 CFS _ � �_ _� -- BASE FREQUENCY = l00 YR i i i BASE HW ELEVATIOI� = 2073.29 FT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � OV ERT OPPING DISCHARGE = 6/9/ CFS _� � � � ' _ _ - - - - - � � _� _, OV ERT OPPING FREQUENCY= 500 f YR -r '--�� _-._ ______ _ , , , , , , , , '- -� ' ' OV ERT OPPING ELEV AT lON = 2079e1 FT � �- -�- -�- -�- _� -� -�- -�- -- - -L - _ -�-- _ -�- ---�-- _ DAT E OF SURV EY = 2/l/20/6 _ � � �_ � _ _ _ � �_ �_ _�__ : � ' ' ' J I�V.Se ELEVATION � � AT DATE OF SURVEY = 1964>2 FT II BEG N DITCH RADE L � D ITCH GR DE LT �u _ . STA = 10+75. D �STA 12+45.0 � o '_ P OPOSED RADE _ EL 2,087.35 '� EL = 2,080.60 � o _ �' `f' � -y/ - , I I I I � � � Pl 12+35.00 �. FE US0 R EL = 2,079.86' v rn R 1507 BEGI GR 4DE V C- 200 o i� I, � - � � - _ � -L- ST . 1+00.00 K = 38 i� ___ , T -, � _ _�- �� E D GR E � __ I ___ , � V 30mph o Q i Pl l5 +45°00 ----- --� � EL= 2,08 .65' o � � _ , i -L = ST 16+55.00 , _ _ - - -- - - ' '��_ W v� � E L - 2, 0 7 8. 3 9 _-- --� , � i I � i - �� i i ; i : i � �� ' �! � K�_ � �� I ___-- ; � �� -�__ __,_ �,�s BEGI BRIDGE EN BRIDGE � - - � � , � , � , ; ' -�- -�-- -- -�--_ � ---�_ -�-- ��,, �63 --L - 3+49083 -L l4 f22,17 � �o - 30mph , � � - --�-- --- ---- -�--- -I- � � (`J'!S�� '-'`�- , - a � �� EXISTI G GROUN : ._ ( )0.47 5/ � / ; � ��.._ _�� l-I0.472 % � �� °i p . -_ _ e � �,J�o \ ' o _} ; � 5 • -- -- - LEFT DlT CH _� BEGI�V Dl CH GRAD LT , .p� .�7/-f 1 __�__ -� -- E D DITCH GRADE R ' STA '_/2 90.00 � � e - i � -- � = f i i i I EL - 2,0 e30 � Pl = 13+00. 0 '� �� I i E= 2,078. 0 '� � � RIGHT DlT CH ----------- - � _ El = 2,077.0 I��f� V� � __ ._ ' _: EGIN Dl CH GRAD RT ___ _ _ _ _ _ ! STRUCTURE EXC VATION= 145 CY — i� I i i i i = Pl -1 +50.000 � � r T A= l5 40.00 i csT UCTURE PAYiTEM� - i � SEE SHEET 4 FOR -L- PLAN VIEVy ' � I I I � ', El =,072.00 I i� � � L= 2,07 .00 10 11 12 13 1;4 15 16 17 18 19 20 21 BM #2 � � i i i BYI- _- � � � I i -� � i _ _ il 'i - - - - I - � _ �_ .._ _� �- - � il. S 9A716 LEFT I _�I, _ _ I I_ __ _ _ ._ ' i i i i � , ELEV. = 2082022' -� --�--- -�--- � -�-- --�- -� --g- � � _ � � � � _ _� � _ � �_ � � _;_ � � � � _� � � � � � Pl = 11+50.00 , Pl = 13+20.00 - � I � � , �-�_ � i� � � _ : _: _- �-� _ -I- -� vc - io,o�.95 �;- -Yl - vc - io'o� 28� �, I i , -DRVV l- _ _ , , -- ---- ---- _ __ , _ _ � K= 29 i K_-4� �� Vo = 3omph Vo = 3omph PIPE HYDRAULIC DAT A � � 42" RCP Sta. 12+58 _ ' ' o �u � � I- _' _' � _ _ _'_ _ _, - - W _ p � - _ - _ _ _ __ �I_ �- � _ � BEGI G ADEI ' BM #2 � a '� I � r� DRAINAGE AREA 20.9 AC -- � � � ; � -Yl- ST .10+50.00 -Yl- STA 11 + 7 .41 Q � � � ' � � � � BEGI RADE � � � � EL= 2,0 4.86' , � o ��u a DESIGN FREQUENCY = 25 YR -DR l- ST . l0 fl 00 ! o i i DESIGN DISCHARGE = 50 CFS = 9 E�E ._ ;,2082.22' v� cy ��, �� , DESIGN HVV ELEVATION = 2076.3 FT � E GRADE � _� � i-_ � N�Io � �_ � �u � � l00 YEAR DISCHARGE = 65 CFS -�- —I- ---- -I- —�- -- -D l- ST .l +30.00 ' ►- PROPO ED GRA E ��,�i �� l00 YEAR HVV ELEVATION = 2076.9 FT EL= 2,083.60' 2 O 9 O � � � o � � 2 O 9 O OVERTOPPING FREQUENCY = 500 YR Pl = 11+00.00 2, O 9 O � Q a Q i = E L = 2, 0 8/. 8 0' �� OVERTOPPING DISCHARGE 83 CFS VC = l00' = 2077.8 FT -- -�- ; �- -- il � ; OV ERT OPPING ELEV AT lON � K = 29 , � � ' � —� —� � t —�. '�o _� _� � � 2 080 -. �I 2 080 �--� � +)5 gg� 2 080 ! �922°a � ' � (-`Q.397 % 5% • ' '! (+) '• + .071 , , � _/ � ' ' �--.. �_ l� � E D RADE _ I ; EXIST lNG GROUND H-- -I--I- - � �_ ' � _--- -�- _� � _ _. __.--- -- • -Yl- T .l f0818 .� EXIST lNG GROUND I� \� - j- (+J 1 I S°o �+ - EL= ,079.10' _ -. - I P POSED RADE � -- 2 070 2 070 42 RCP , , , , : .i -i i_ .i -ii _ _� .i I i- _ i _i i. _i _._ _. _I _I_, I _I ._.I -_I _I i i __ _._ _ r--- ---- 2 060 � � � � , _ 2,060 _ _ 2 O60 __ _ 2,060 _ --�-- �_ _+ --�-- -�- --� ��, � � _-� � _�- �-- -� -�- -� -�- �- -�- -�- �- _ , , �- -t- � -t- � � � � - � i-- 2,050 2,050 2,050 2,050 RIGHT DITCH ----------- _ _ , ,. �� , � '' SEE SHEET 4 FOR -Yl - PLAN V lEW '' SEE SHEET 4 FOR -DRI Nl - PLAN V lEW � 10 11 12 13 14 10 11