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Home My WebLink About20170306 Ver 1_B-5159 Jackson March 17 2017_20170317STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR March 17, 2017 U.S. Army Corps of Engineers 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, and 33, for the Proposed Replacement of Bridge 101 on SR 1740 (Moses Creek Road) over Caney Fork in Jackson County, Division 14, TIP No. B-5159, Federal Aid Project No. BRZ-1740(2); Debit $240 from WBS# 42334.1.1. Dear Ms. Beckwith: The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 101 on SR 1740 (Moses Creek Road) over Caney Fork in Jackson County with a new two span, 107-foot, 4.5 inch cored slab bridge on a new alignment just west of the existing bridge. The existing bridge will be utilized as an onsite detour during construction as Moses Creek Road has no outlet. Bank stabilization comprises 41 lf of permanent impacts and 20 lf of temporary impacts to surface waters. There will be 0.04 acre (701� of temporary impacts to surface waters resulting from two (2) causeways needed for the removal of the existing bridge bent and the installation of a new bridge bent. In addition, there will be 0.02 acre of wetland fill impacts. Please see enclosed copies of the Pre-Construction Notification (PCN), DMS Acceptance Letter, Stormwater Management Plan, Permit Drawings, and Roadway Plan Sheets. A Programmatic Categorical Exclusion (PCE) was completed in October 2015 and distributed shortly thereafter. Additional copies are available upon request. This project calls for a letting date of June 20, 2017 and a review date of May 2, 2017; however, the let date may advance as additional funding becomes available. MailingAddress: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF 1i2ANSPORTATION F[iC: (919� 212-57H5 1 OZO BIRCH RIDGE DRNE NATURAL ENVIRONMENT SECTION Customer Service: 1-877-368-4968 RALEIGH NC 27610 1598 MAIL SERVICE CENTER Website: www.ncdot.gov Rnr.EiGx NC 27699-1598 A copy of this permit application and its distribution list will be posted on the NCDOT Website at: htt�://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please call Bill Barrett at (919) 707-6103. Sincerely, n Philip S. Hairis III, P.E., C.P.M. �C"S Natural Environment Section Head Cc: NCDOT Permit Application Standard Distribution List �oFWarF9Q Office Use Only: i � o � Corps action ID no. i,. , i Q Y DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 13 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 101 over Caney Fork on SR 1740 (Moses Creek Road) 2b. County: Jackson 2c. Nearest municipality / town: Cullowhee 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5159 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) 707-6103 3g. Fax no.: (919) 212-5785 3h. Email address: wabarrett@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. AgenUConsultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.304980 Longitude: - 83.125993 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 0.8 acre 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Caney Fork and Moses Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WS-III; Tr and WS-III;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: Development in the area is primarily residential in nature with very low desnity, agricultural, and large open spaces. 3b. List the total estimated acreage of all existing wetlands on the property: 0.1 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,516 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge (sufficiency rating of 9.38 out of a possible 100 for a new structure, and a deck geometry rating of 3 out of 9). 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 3-span, 91-foot bridge with a 107-foot, 2-span bridge on an alignment just to the west of the existing bridge. Traffic will remain on the existing structure during construction. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown Comments: USACE and NCDWQ 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary � Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT Name (if known): Jennifer Harrod and Jeff Hemphill Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. USACE: February 2. 2010; NCDWQ: February 8, 2010. Dave McHenry, the DEO for Division 12 assessed the site on February 16, 2017, and determined that the wetland is still present in the same location. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): � Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Tem ora T Site 1� P❑ T Roadway Fill Floodplain Pool � YNo � pWQ 0.02 (Fill) 2g. Total wetland impacts 0.02 Permanent 2h. Comment: There will be 0.03 acre of hand clearing to the wetland on the project. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermitte (Corps - width Temporary (T) nt (INT)? 404, 10 (feet) DWQ — non-404, other) Site 1� P❑ T Bank Caney Fork � PER � Corps 50 30 Stabilization ❑ INT ❑ DWQ Site 1❑ P� T Bank Caney Fork � PER � Corps 50 10 stabilizlation ❑ INT ❑ DWQ (<0.01 ac.) Caney Fork Road � PER � Corps Site 1� P❑ T 18-inch pipe- Caney Fork 50 11 Bank stabilizlation ❑ INT ❑ DWQ Site 1❑ P� T Bank Caney Fork � PER � Corps 50 10 stabilizlation ❑ INT ❑ DWQ (<0.01 ac.) temporary � PER � Corps 32 Site 1❑ P� T work pad Caney Fork 50 (piling removal) ❑ INT ❑ DWQ (0.01 aC.) temporary � PER � Corps 38 Site 1❑ P� T work pad Caney Fork 50 (piling installation) ❑ INT ❑ DWQ (0.02 aC.) 41 Perm 3h. Total stream and tributary impacts 70 Temp (0.04 ac.) 3i. Comments: The 41 linear feet of PERMANENT stream impact is from bank stabilization, which does not require mitigation from the USACE (see Section D.2a.), and is below the mitigation threshold for the NCDWR. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Tem ora T 01 ❑P❑T 4f. Total open water impacts X Permanent X 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 Flo Flooded Filled Excavated ode Filled Excavated Flooded d P1 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. The proposed bridge is a 2-span structure and is 16 feet longer than the existing 3-span structure, and it will provide approximately 500 cubic yard larger hydraulic opening; traffic will be maintained on the existing structure during construction; 2:1 fill slopes will be used adjacent to the wetland to minimize impacts. The bridge is as narrow as practicable to help reduce the project footprint. However, in doing so, the structure does not have the typical shoulders to store roadway stormwater (called spread) and will therefore have deck drains. However, these drains will not discharge directly into Caney Fork; rather, they will drain to dissipator (splash) pads prior to discharging into Caney Fork. These deck drains are also necessary to prevent stormwater from flowing onto the adjacent Caney Fork Road. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Design Standards in Sensitive Waters (15A NCAC 04B.0124) will be adhered to throughout the construciton of the project to reduce stormwater impacts to the receiving stream due to erosion and runoff. A Trout Moratorium prohibiting in-stream work and land disturbance within the 25-foot trout buffer will be adhered to from October 15 to April 15. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State � Yes ❑ No If no, explain: NCDOT will mitigate for the 0.02 acre of permanent wetland fill . 2a. Does the project require Compensatory Mitigation for NCDOT does not propose mitigation for the 41 linear feet of impacts to Waters of the U.S. or Waters of the State? bank stabilization impact, as it does not require fill in the stream bed and therefore, under Section 404 of the Clean Water Act, does not constitute Loss of Waters of the U.S. and is not subject to compensatory mitigation. Furthermore, the proposed bank stabilization is necessary to prevent erosion and sedimentation by preventing bank de-stabilization and thereby minimizing im acts to the environment. 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. � Yes 4b. Stream mitigation requested: N/A linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool �cold 4d. Buffer mitigation requested (DWQ only): N/A square feet 4e. Riparian wetland mitigation requested: 0.02 acres 4f. Non-riparian wetland mitigation requested: N/A acres 4g. Coastal (tidal) wetland mitigation requested: N/A acres 4h. Comments: see Section D.2a for justification of not migitating for bank stabilization impacts. 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. ❑ Yes ❑ No Comments: If required from 1a, see attached buffer permit drawings. 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge 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 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? USFWS and NHP website were used, along with on-site surveys. A Memo, dated August 2, 2016, was submitted to USFWS-Asheville on Augst 26, 2016 regarding the Northern long- eared bat (NLEB), noting that NCDOT has detemined that the proposed action does not require separate consultation on the grounds that the proposed action is consistent with the final Section 4(d) nale, codified at 50 C.F.R. 17.40(0) and effective February 16, 2016. Two species listed for Jackson County were determined to have habitat at the site: small whorled pogonia and swamp pink: - A survey for small whorled pogonia was conducted on July 17, 2009, with a follow-up survey conducted on June 10, 2014. During both surveys, no individuals of this species were identified, resulting in a No Effect determination. - A survey for swamp pink was conducted on April 14, 2010, with a follow-up survey conducted on May 10, 2014. During both surveys, no individuals of this species were identified, resulting in a No Effect determination. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps �(Philip S. Harris, P.E., C.P.M. O3 —(%-%l7 Applicant/AgenYs Printed Name Date ApplicanUAgent's Signature (AgenYs signature is valid only if an authorizaiion letter from the applicant is rovided. 1� E'nvironmental Quality March 1, 2017 Mr. Philip S. Harris, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr_ Harris: Subject: �EP Mitigation Acceptance Letter: 4taY C�OPER Governor B-5159, Replace Bridge 101 over Caney Fork on 3R 1740 (Moses Creek Rd), Jackson County The purpose of this letter is to notiiy you that the Division of Mitigation Services (DMS) will provide the wetland mitigation for the subject project. Based on the information supplied by you on February 13, 2017, the wetland impacts are located in CU 06010203 of the Little Tennessee River basin in the Southern Mountains (SM) Eco-Region, and are as follows: Stream and River CU Eco- Stream Wetlands Wetlands Basin Location Region Cold Cool Warm Riparian Non- Coastal Ri arian Marsh Impacts Little 06010203 SM 0 0 0 0.02 0 0 Tennessee o��c �, �ue su-cam �mpacts may ne proposea to ee rrutigated at a 1:1 mitigation ratio. See permit application for details. DMS commits to implementing sufficient compensatory wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28, 2010. If the above 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 Ms. Beth Harmon at 919-707-8420. Sincerely, Jame�B�. �tanfill DMS �.r,�'dit Management Supervisor Cc: Ms. Lori Beckwith, USACE — Asheville Regulatory Field Office Ms. Amy Chapman, NC Division of Water Resources File: B-5159 �N�athing Comparesti�... State of North Carolina Environmental Quality 217 West Jones Street I i601 Mail Service Center I Ralefgh, North Carolina 27699-1601 919 707 8600 Hi�;hWay North Carolina Department of Transportation � Stormw�ter � ,,,,,.,,�,,, Highway Stormwater Program a-J��;� STORMWATER MANAGEMENT PLAN -- (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: B-5159 TIP No.: County(ies): Jackson Page 1 of 2 General Project Information WBS Element: B-5159 TIP Number: Project Type: Brid e Replacement Date: 10/7/2016 NCDOT Contact: Vincent Rivers - NCDOT Hydrauluics Contractor / Designer: HNTB North Carolina, P.C. / James A. Byrd, PE Address: 1590 Mail Service Center Address: 343 E. Six Forks Road Raleigh, NC 27699-1590 Suite 200 Ralei h, NC 27609 Phone: 919 707-6748 Phone: 919 424-0437 Email: vnrivers@ncdot. ov Email: 'ab rd@hntb.com Cit /Town: Cullowhee Count (ies : Jackson River Basin(s): Little Tennessee CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.13 Surroundin Land Use: Agriculture / Rural Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.8 ac. 0.7 ac. Typical Cross Section Description: 2-10' asphal paved lanes with 4' paved shoulders, roadside dicthes, and drives at the 2-10' asphalt paved lanes with grass shoulders, grass ditches, and soil drives at bridge. bridge. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 400 Year: 2035 Existin : 200 Year: 2013 General Project Narrative: Replacemnt of Bridge No.101 over Caney Fork on SR 1739 (Hopper Rd.) Deck drains installed over bank areas because of spread issues. Deck drain dissipator pads will be (Description of Minimization of Water installed under the proposed deck drains. Quality Impacts) Waterbod Information Surface Water Body (1): Caney Fork NCDWR Stream Index No.: 2-79-28-(2.5) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply III (WS-III) Su iemental Classification: Trout Waters (Tr) None Other Stream Ciassification: Impairments: A uatic T&E S ecies? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge S anning Water Bod ? 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) Hl� hWa North Carolina Department of Transportation � �Stormwater ' , „ .,�.,, Highway Stormwater Program � �' STORMWATER MANAGEMENT PLAN (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: B-5159 TIP No.: Count (ies): Jackson Pa e 2 of 2 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod it H:1) (H:1) ac ft (ft %) cfs (fps) (cfs (fps Used Buffer Rules? 4 -L- 12+50 RT (1)Caney 2 o 3.0 2.0 9.3 930 250 8.33 % 18.0 5.9 23.0 6.3 No No 35.30518/-83.12575 Fork 4 -Y1- 13+00 RT (1)Caney 0.0 4.0 2.0 0.6 60 150 2.00% 1.5 1.9 2.0 2.0 No No 35.30437 / -83.12712 Fork Additional Comments """Outlets of both ditches described above are to be protected with 'RipRap at Embankment."" See Sheet 9A For 1 See Sheet 1 B For Corn ee Sheet 9C- 9 For Sur ''�� RockyFace 5u�mmit / 3400' / Nantahala � National Forest , � �� s �ts � yj� �'j }}��y �j""��7j7�'q�7��jjjy �(y �(y ! 54280 t . �� Y Ji � Ji � A� � ll 1l 1L �`V� Jl JY V V � 1 6J' � l Coward� �� ' �, I Mountain A � .�A ' � ' SR1 A CI�S01�1 CO U1�lTY _ _� .I Q,,3� �,> , � ,_� — , �� ' East i , � - J Laport_ R,�3' ^�� s '�� S/71>3>� � R� ' Sheltort ountain �O e � i. °0�'� � � zsaoe Cowarts �aa o�� , � �- . B�ow� � — � Nantahala sR na� , - mo� -T� National Forest .�-�-- � � `�,s BEGIN PROJECT i P' / P � _ .- it �' 3ao0' Dou61e Top , , Mountaln it , ' Tuckasegee 50aoso � _-J 1 SR 1135 � / � R, </\28 �� `1�/7 �`� �Q1�5�', VICI11lITY MAP / %\ _ NAD 83✓ ' NSRS 2007 V I GRAPHIC SCALES DESIGN DATA ADT 2015 = 200 50 25 0 50 l00 ADT 2040 = 300 PLANS K = 10 % �D _ 65 % 50 25 0 50 100 T 3 %* y V = 35 MPH ^I PROFILE (HORIZONTAL) * nST =1% DUAL 2% Oi l0 5 0 l0 20 FUNC CLASS = V LOCAL RURAL �J PROFILE (VERTICAL) SUB—REGIONAL TIER LOCATI011I: BRIDGE 11r0.101 011I SR 1740 OVER CA11lEY FORK TYPE OF WORK GRADI11lG, DRAl11tAGE, PAVI11lG £� STRUCTURE WETLAI�D £� S TREAM IMPA CTS Tp T� c \�c,o G � �� BEG/N CONSTRUCTION -YI- STA 11+75.00 ��V A BEGIN T.� P. PROJECT B-SI59 -L- Sta.l +10.00 � �. � =T�� : ,; ,, � - ,, -- - _r� �_ - ------- , `, ,� - - - � �E�,N �oNnR��r,oN � � � -oR�- srA �o�z5.ao � � � ,�� '' , \ � � �� . MOSE= rRFEk ,40. __ � �:` - =� � � ` Il / ''� '' � , , ENo �oNSTR��r,oN�,�, � i -OR2- STA I0+60.00 �: . EGM BRID�E / � i i L- STA.10+37.8/ � i � �' END BR/DGE 1 �i ; 1 i -L- STA.Il+45.19 ii � � �� '�;,- � � ��=,,` I i i _;___ �i '� ii . '-_'__ � __ �� I �i I �i r� j � �� ' ` �_-- - ' � _ FNo aN�,��r,oN�%,%� .. -Yl- STA 2/+I5.00 � V �O PROJECT LENGTH LENGTH ROADWAY T.I.P. PROJECT B-5159 = 0.109 MI LENGTH STRUCTURE T.I.P. PROJECT B-5159 = 0.020 MI TOTAL LENGTH OF T.I.P. PROJECT B-5159 = 0.129 MI Prepored In ti;e Offlce of: DIVISIOIV OF HIGHWAYS ID00 Birch Ridge Dr., Raleigh NC, 27610 2012 STANDARD SPEClFICAT/ONS I RIGHT OF WAY DATE: KEVIN E. MOORE, PE SEPTEMBER 23, 2016 reo�scr sn�crxEax LETTIIVG DATE: STEVEN D. KENDALL, PE J U N E 2 0� �L O� 7 f'ROJECT DES7GN ENG7NEER END T.I.P. PROJECT B-SI59 -L- Sta.16 + 90.00 \� �--- -------- HI'DRAULICS ENGINEER r�. SIGNATURE: ROADWAY DESIGN ENGINEER S7GNAT[IRE: P.E. PERMIT DRAWING SHEET 1 OF 10 DOCUMENT NOT GONSIOERED FINAL UNLE55 ALL SIGNATURES GOMPLETEU � Z O N w � O DETAIL 1 SPECIAL LATERAL'V DITCH i Ho� o s�oie� �,oi �- � °` v�u Gro�„d 7.� F�o"a� � Siope D Min. D- 1.0 FI. FROM -Yl- STA.12-50 TO $TA.7d+00 RT 0�2� � \ - . ��9[� G,� .. DETAIL 6 DECK DRAIN DISSIPATOR PAD �Na�m s�aia� � 5.0' � Dq5O51PHTOR P eN v� W 'NOTE: CENTER PA� DIRECTLV BELOW �ECK DRAINS GROl1N� � i C F � � \F F\ SPECIAL LAT. 'V' DITCH SEE DETAIL 1 �; �, ��—�� ' � � �� J', ` � \ 6,� U 3350 RIP�P.P AT �///� EM6ANKMENT //1� SEE DETAIL 3 / L455 I' RIP-RAf� �� T.6 TONS � � � QO �, E T. 12 SYGF �f. ' , �� `� Q � � m �;� SEE o� � _ s—o_5 EST.S \ � � CLA55 � EST.6 .�� . \ ES7.12 � `. _ , m � 1 � � 15+�� m � \ E is F � E � � � � � CAUSEWAY FOR � DEMOlIT10N OF EXISTING BRIDGE DETAIL 2 STANDARD 'V' DITCH �N t�a Scale� �a.��a� �a,�,o� �')� � � Groun J� ,s� Gra�nd �_ D d �� ea,a� �� . M �. o= �.o F�. � Type of Liner Closs'1' Rip-Rap Max. d= 1.0 Ft. � �� 2 + . �� •;�_.J �•��_ 1� '�!c�r r � �' a�-' _ s� _ i " � li `� �- � MGSE cFC° --r-- _ _ Yl STA 13+00 LT DON t,t.��N S�E�tiE��- b \� r� `� _�r�A � � N �_86tZ II��'�� I� . �� ''F CAUSEWAY FOR �� CONSTRUCTION OF PROPOSED iu \ �\ BRIDGE � �, r --�� \ � � � �� ^ � R � � .. _ .. /^` AT-� - V \D � i \ �y 0 � \\ , ' �� ceorexrae - �s .. �' IFSTER�FUCKER PRnFII F \ Type of L'ner- 15 TONS Cl I Rip-Rop \.�� Geo�ex� le - 0 zy FROM L- STA 70 � 44 TO STA. 10+57 RT 1� FROM -L- STA.11+16 TO STA. 11+38 RT � m� �� . SHOP NRVE �—� � NAD 83/NSRS 2007 PROIECT REFERENCE NO. SHEET NO. B-5159 4 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER N'��Il.]E' �]�' �d.:,1�T� DO NOT I;SE FOR i W qCQU[91TION DOCUMENT NOT CONSIDERED FINAL UNLESS AL� SIGNATURES COMPLETED PERMIT DRAWINGS I SHEET � OF �o /� � � - ___' _ J L --_ -�---�_�� .. —., - - -� 3 �\ �` RONALDOE.STEPHENS -�... ��`:` ... ��... - - � � -B6NNIE G. STEPHENS t ""�`.' �'� � �- � �I \ � J � �S -r � � . �'..:-. . Fj.c �'-, -.. 9 �4 . .� " ... � ' O �� F�F� `-- - , c . � vQ � �.�- .-,Y� . _ , _, � �� , ,,,Z .�'... _... � - �� N 0 E � f , `- , _ , — ti �� . � - � - . _�,�� ZL -�,:, � {� 4: f 4 �.\ E . U� �z, .�rr ` -' __, i :-. `,` � i . . �_ n� , _ � � V- _. p1.ZZ' �. � ` 'l _________ �� `, ��pl2t_'__-'- `-2 � _� . �r . � ..M n2 .�c � -,. . .. , -�� .e - � , . ' .>.,� A � ''�. „� � � — � _ _ , � ,.,�-. _ ...��---- - �\ `°' , �: J r '--- — _. � � \�..✓ . - � � RfTAIN � \ � � p � � c . ( � �� O O � jT�! �\ . � � k . . � � ,� .� � �1 -. II � � bEZi.� 2'SPECIAL IAT.BASE DITCH `-CLA "RIP- �I� . _ . . SEE DETAIL 5 1 .�. � � CL455 B' RIP-RAP MAINTAIN -EST. �� RIP-RAP AT �...�.� ... $F �- EMBANKMENT 2 L4T. BASE DITCH n� - , EST 120 TONS E%ISTING � / 4F N / ' �`` SEE DETAII 3 SEE DETAIL 4 . �- � 0 SYGF DITCH �� / 1 C1A55'I'RIP-RAP EST.679 CY DDE , ' ,�� . � t' �� \_— ------ N I EST. 25 TONS CLA55 'I RIP-RAP � � '� � -75" RCP-II � EST. 50 SYGF EST 110 TONS - , 'N �, �1P � � ' � � . - .. __ � \ � 1 EST. 175 SYGF f , ' � � ` E`:. '��;�.; -�-I - �5`Z - - _ _ _' OSZZ ' .' .• � 9£22 bf`22 .-rYtii.n''z,r„� . ._ _ _ _ �RAU � 350 � � 'I � ,� �,., �. ,- � . � _ - . _ bSZZ _ _ _ _ _ _ _ _ � ' ``� �BZZZ,` , _bZZZ�� - �-r"i-s`,.. STc �N i. � � � � y4 ' -;'L, ` �•�__ � ___- � __ `__ _'` � ,,•,`\\`,,�fZZ __ ; . � ` � `n � _ �\ . .,AG.��NE. 1 ` �. �NN ''\ �,� �'�_•• � -_ BS _ ` � '`bb2 • _� -_/ _ _-- c7 � X. � I n 6„ _.� , `� 09ZZ"' _ Zz ' _ `gS2Z � �_�ObZ ' _ -Z£ZZ - , �. N � .� ., . _ � `, ' o �oNN 4 ` . �1 " , �� 'r��',`�'� t�i. a'' �N� t � ��,��; �- Zs2% �SZ? 9beb2 \ �_ �` _ gEZZ __ _ � . \ N N , ,'... .. 1 9r . �`''. o � � N� � 9SZZ JOHN W. JURSS�' \ bs.. ., ` -_,, ,.04ZZ ,_ � � u� `Z � � � � ' __ ) - -' .- � ' �.� '� _ _ _ __ � «_� ��c, , li , � \ . . � . . `� 1 i � � I ' `�� , �� _ _ 89Z�'�� OIANA L. JURSS _ _ �Z 2gz� _ _ �b�? -_ _ � � � i , ` N N . I i � ''.. � 230 �... �� \ . ; � . i s.�� +4 `� �\ _ 1ry ' I I �� , ��. ��y`'.,�,�NN�o� ��'� � ��,\ � � ,� �� . Z__::_ : .. y9z�` '�� `_�'�_ 'Oc _. � - �� i � 2 .� . �� 2 - �'� �` � . � • � ` \ . . �� y�.. `� . pg2= S� _ - .. .. ��., 11 � 2 . � . . \ � . . � . � �_,' - 1 � \\ ` ` � ` ��.. . , , .... .� .. � •. �',Z9Z2``'' `-.. . ��L � G '- �l ' :� .. � � � � 8g�2� 9g�Z _ _ . � , i � i �{ � _ � -,� � � �� .� �� ' � � � . � � I� �� DETAIL 3 DETAIL 4 � �� ___ _ - _ � � i 'i � � �i' � , RIP RAP AT EMBANKMENT LP,TERAL BASE DITCH - OLZZ -' /\ - - � ,��,o=��e, ��o„os�a�� e .�, ,��- __- -; . / \/ ��-` ' I t0 m��.-.. b `ZZ � ' 91ZZ _ _ .. . �� O�/ U � � �� ' � - _ _ _ _ � � � .� �� i " � , Na��ral O i'\� �� :I Di1cF 1.0'min � 1.5' G ound 7.� 1 �,.iF�. '�F'ill 2 � _.. ��ade � d o soae z � 08ZZ - - JEFfR[Y L.fISHER �Eo�E*��E e� GEOTEItTILf-� � Min D= 4.0 F. 2��'�Q I �I � n`i Max d- 2.0 F�. -� `� PnTR�C�a v.C. r�SHER �' I ./ �/ snE� _ wne� e n< eo --- iyp or G�e ao:� �V a�rtap 9= z.o F�. � I `-' Type o(1'iner Closs I" Rip-Rop b- 5.0 Ft. -Yl- STA.13+00 LT FRO L STA 11+35 TO STA.13+00 RT / � /� _ �- MI�� 'L STA.71+74 TO STA.11+35 RT � � � SN i J4 5 1 / I �� r,,''� DETAIL 5 � r� . . SPECIAL L4TERAL BASE DITCH � � L - . � � � � I �uoi ro scaie� 50 25 0 50 100 � � � � / �,`�' —F,�� ti Nm�,ai � o� � � % . " ' ��'L __' ' �,o��d dT7,l �p 3F�He� smae _' ,� � � .� i � I ' � �-,__ �v � . PLANS — q ' —__ �,or�.�,,� � a �C � -~v 3� . Min. D= 2A R. � /,? i � �' �. , 3 � � . '- Max. d= 2.0 Ft, � � � N� � ��` Type of Liner Class'B' Rip-Rop B= 2.0 Ft. r � . . � � � FROM -L- STA. 13+00 TO STA.15+00 RT � . . � � �<.-. __,� M4'\Rqr ^ /�^..��i / \ LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES FILL IN WETLAND � DENOTES HAND CLEARING SEE SHEET 5 FOR -L- PROFILE SEE SHEET 5 FOR -Yl- PROFILE SEE SHEET b FOR -DRI- PROFILE SEE SHEET 6 FOR -DR2- PROFILE � PROIECT REFERENCE NO. SHEET NO. p BRIDGE HYDRAULIC DATA � � N 8-5/59 5 �' DESIGN DISCHARGE S.BOO CFS -L- SR I740 � ' 'i ' ' 'i ' i i ' " ' 'i ' 'i 'i ' 'i ' 'i ' i i ' 'i ' ' '. � . . . . �._� BM# t¢. I6 t O IZ 26.15'LT R ENGINEER GN ENGINEER _ OAOWAY DE51 HYDRAULICS DESl6N FREOUENCY = 25 YRS �' ' ~ � S _ 8" SPIKE SET IN BASE DESIGN NW ELEVATION = 220/,8 FT i i i { OF 18" WHITEOAK BASE DISCHAR6E - 8A00 CFS � dlti��i�]ED]L�; 1L l�il,.a�N'� _ END GRADE DO NOT usE FOR Aw A�Q� �s�T�ox BASE FREOUENCY = l00 YRS ', - , -� _ i � ss•-a•. i � so -o° EC-_ � 75 3 y , -�''i _ -L- STA.16 + 90.00 _ ; _ , � ' - sKEw = 90• _ _ - EC =�2.2�19�' ELEV. = 2,220.2P -'! ERTOPPlEGE�FREO�NCY- 10��6 YRS zi° coReo s�as �o.erso � - i ,, VC = I60' OVERTOPPING ELEVATION - 220/A3 FT Pl -/2+35.00 K 76 - K= 77 cRaoE Powr E�Ev. = zzoz66 EL = 2.20553' V= 45MPH �I V= 45MPH �. 2 23O DATE OF SURVEY = ll/ll/l5 VC = 155� I DOCUMENTNOTCONSIDEREDPINAL ��]�O � � WS. ELEVATION 'HS EL.= PIJ4.1' � oo EL.= 220Z.36" K= SO I -- � I UNLESS ALL SIGNATURES GOMPLETED i� �� AT DATE OF SURVEY " 2J94✓ FT suRVEv u-n-is �� o�s E�. = z2o�.a� V = 35MPH � � � � � � � � � � IIIIIIIIIIIIIIIIIII i � PERMIT DRAWINGS 2 220 HISTORICAL HW z2oo.o• r+�o.�mi ____ SHEET 6 OF l0 END BRIDGE � (HURRICANE IVAN SEPT.2004) L- $ta.11t4519 I� 2 220 � � (+)2.8�00� I � BEGIN BRIDGE / END APPROACH SLAB � � ` '- _ I I -- I !,_-. _ -L- Sta.]0+37.81 \ /' -U Sta.11+56.07 (+) �� [ _--- - Z,Z�O BEGIN APPROACH SLAB � � (+)5J152� , "'//'� - 2,2j0 BEGIN GRADE -i- s�a.lo+z6.9a � �+ � � � � �� 833?3�'� �� -- - _- �_ - � � -L- STA.10 + 10.00 ------- ----- ` � ' _ � � 2 2�0 � OVERTOPPING STA. L- 10+10 � � EL - 2196.3' � '�� -' ' I ��.. �. .�.._ ..� ..ii_ �� .I�i_ . �..li � i i..l i . : I I ... . 2 20� � ELEV. = 2 201.03 - � _ -�= � , ] ] , � ELEV = 2201.03' ATERIAL TO � .. . � AT SAG EL = 2196.3' B�tEFv184' p . �� .. El�l� ��%Cfi �'ii�.Q�E i �. ii i i ��. ii i i i i i i i �i � �i �i i i i��. i i�� .. 3(TYP.I �� _ � ).3JO�� N OO _L_ t0.l5+OO.00 � � � � � � � i :_ `\ `_ �+J 0. ' N`o �° -L- Sfo.14+00.000 ELEV. = 2.2/5.00' � � � � �� 2,190 -- _ _ s- w x 3s- o ; o o�� 2,190 ( C L. I I R I P R A P I � i i i i i � i l i � _ ELEV. - 22/0.90' - ._ 6TR. PAY ITEMI 5� �`,_ � � I N -L S�O.IZ'�'SO.ODO . i i i i �� i i i i�i i � i i i i i i i i i i i i i �� i i i �i i _. .�, '/ ,�� ELEV. = 2✓98.40' END 2' LAT, BASE DITCH (RTl /�, � o o BEGIN SPECIAL 2' LAT.BASE DITCH fRT1 I I'' ' ' . � � � � , � � I I'� �I� I, p � � p 2 � OO THEORETICAL OT SCOUR � ' � . I I I . . PI -I.3'FOO.00 �. . � � � � � � � � � �� . � � � � . �� i � � � � �� 2 � OO _ _ i i i � i i i i i � . . BED MATERAL: SAN� & SILT -L- SiO.II�FSO.00O. . . . . . . . EI=ZZOZ.S7 . . �. ii i ' �. ' ii ' _' . � . . . . . . . _. W/ COBBLE ... _ ....... . .. . . .. . i i i i _. . - - ELEV. = 2J9530' _ � � � � � � � _ : : ,, ,, , � � � ___ _ , ------ - __ '� � T - -- -- --_- - BEGIN DITCH GRADE is:i s�oPE .. I �_� � � � '� ', '� � � �, �'� �, ,; �, � _ : 7 NORMAL TO CAP � IJ I �.� r� - i�.lil� � � Z�� / O -. -L- O•llfl fCL IIR�P RAPI �- ..� � �� - - Z��7O ELEV. = 2/9530' csTR. Pav irEM� BM#I ELEV. 2203.08' � _ - - : � � � � I � II I '� � � RIGHT DITCH - - - ' - - - - - - ' �� - EXISTING BRIDGE OPENING BELOW LOW CHORD = 438 st � � � � � � � � � � � � � � � � � � � � � � � � � PROPOSED BRIDGE OPENING BELOW LOW CHORD = 554 sf -L- Sta.11 t34.28 27.SPRT � � � � � � � � � � � � � � � � � � � � � � MATERIAL TO BE REMOVED = 500 cy � oFsiol�srcan� nE ASE SEE SHEET 4 FOR PLAN VIEW 10 11 12 13 14 15 16 17 -: �---- .---: ---: __::_ __: _ : - . : -_ _- --�__ - ,-'-- '--- -'-- - �-- --- � _ _ ---�-- _ � -- -� --- -- - -Yl- SR 1737 - _ ; ; - �' '� ' '�',� �'� _ ,- ', ,I,I I,III'�� '��,,, ,I��'�� - -- ,� � - � � � � � � � � � � �� __ _-- - . -_: -- , � � � � � --- ----- ----- � __ ___ � _ , - � �� - T ---____- -- -- -- -_ - - -- �,� ��, ��, ��, ��, �, ��, ___ : BEGIN GRADE - . : END GRADE � � � � � � � �� -YI- STA. II + 75.00 �� Pi = i2+�5.00 - Pi = i5+25.00 �I, � � � � � - /-Y1- STA. 21 +15.00 J � � � ; ELET� = 2,198.6T - EL - 2J99✓7' EL = 2.200.05' i o � ' I ' � '� ' ' � ' ELEV. = 2,203.15' - _ ��\ VC = Z00 VC = 200' � Q. � � �'� � � �'� �'� � � � �'� �''� � � � / � V� 55MPH K=//53 � ', g* � � � � � � � / V � 55MPH ' �i� � 1O , , �, � � , � 2,210 e...e_��. \ � � �N _ T _ - --- ;% _- : 2,210 �� _ J. � , � - � , � - __- ' = � ---- ---_ _ � _, ._ � _ �„� _ 2,200 f+�,3520% (+J0.5 54% ----------- ----------- f+�v5oo0% - ------- ----------- 2,200 ------ --------------- � � 2�000 : (+) 2.0�0�� , _ 2,190 - -- -- -- _ . . � � � � � � � I 2,190 BEGIN DITCH GRADE END DITCH GRADE �I'� ' ' ' I' i i i � - - 0. -/' -- -�'l- f0.14-h i -- i -�, -- i -�, i -; , i .... I .... . 2 180 ELEV. = 2/9550' ELEV. = 2/96.50' � ' � ' � � � ' 2 180 , � � � �' � � �' � �' � � � � � � � �' , . . � . .� .� .� I.� I.� .� �.� �.� I�.� .� .. I I I I I I I I I I I I I . . , , . , �, , , . . . i I .. . .... I , , _ . . . . . -I. I I I I I I ,� . , , . , � -Yl- Sta.13+00.00 ' � �� 2,170 ELEV. = 2J9450' � � � � 2,170 � �� - I� �� ; : : : : i� �� , � � � _I __ ______ _______ ____ I .I .I .I .I .I .I _ E 2,160 2,16Q _ - - - - - - - - - - - - - - - RIGHT DITCH ----------- � a° SEE SHEET 4 FOR PLAN VIEW M,�; °`° 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 � :_. � .,., = • 0 � � E:C�:ECI mCC:ECC::C�:CCCC:CCC�CC::CCC :C:C�:� �u�.�C� ��nn��n �o��un�o ■ �� I ID �. . , � , , ■: i i i�i':��i i imi{ 5�::��-�--� 111111111 11111111111111111111111111111 111111111 11111111111111111111111111111 IIIIIIIICC=.CC.CCC1 :.CC �� C "'E;CE � � ' C IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII��C.C� CC1� �• ' ,�� C _ .i ii ,. C.:::.ECE� �.C6C .. .. � � � , , � °� eeEE�e�� ee:: I �e:. �e6E � • • � � . � e :::oEE e:::e-:: ..... .....C.. C CT�C� �TCC�� • ' ^ ' E CG � .... � � . 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W +i o m N O� N N ]0+75 11+00 �+�z.0000% (+)5.1152% GRADE DATA SPAN Q PI = t2+35.00 -L- 0100 L�� = 15 05.53 EL. 2202.36 TEMP ROCK CAUSEWAY *� 7.5:1 SIDE SLOPES E.L. 2196.1 — � NWS EL. = 2194.1 FIX FIX N (I1-11-2015) I w I PROIECT REFERENCE NO. SHEET NO. B-5159 4 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER F.A. t1+z5 11+5o dNC��1P1L1E lE �1L.S\N� DO NOT I;SE FOR i W qCQU[91TION FILL FACE (a END BENT No.2 STA.11+q5.19 -L- '-7" RM EL.2203.73 (YP,) BEGIN FRONT SLOPE STA. 11+52.25 -L- DOCUMENT NOT CONSIDERED FINAL � EL. 2203.88 UNLESS AL� SIGNATURES COMPLETED + PERMIT DRAWINGS FIx 1•-0.. SHEET � OF � -"" _""-•' " -- - " - ' ' --- -"' 0 « +i � - CLASS II APPROX. RIP RAP °' °' NATURAL (2'-0" THICK) N N GROUND 1�/z : 1 SLOPE w w NORMAL TO CAP 2'-0" HP 12 X 53 cTYP.) STEEL PILES IJNCLASSIFIED END BENT No. 2 � � STRUCTURE EXCAVATION SPAN B +i � W W i , '•, - ,,,', ,.. HP]2 X 53 . +� �" '--------------------------------------------- �- --------- '�� STEEL PILES EXCAVATE TO 2190 CLASS II EL.2t96.3 °' �� +� EXCAVATE TO RIP RAP tGRADE TO DRAINI J � � GRADE6T0 DRAINI W N N END BENT No.l J J W BENT No.l W CLA55 II „eo RIP RAP SECTION ALONG —L— �,_�.. TO - SR 1737 �RAWN BY : _ CHECKED BY � I I � � I I I 1PPROACH SLAB � �26.94 -L- � � I I I W.P, •1 I >TA.10+37.81 -L- ' I I I FILL FACE Cil �; � END BENT No.i � � � � � � i 0 � 0 m DATE � 03-16 DATE : 03-31-16 ssssssSrSTIMEass E3fE3t349f8ff8Y8 9f4fU5EANAMEsssf 53'-8�/q 56'-2 CLASS II RIP RAP /� ;.: BENT No.l � \ � � CONTROL LINE � I Z � Construction Causeevay � I F I o � ,", I I � � � I j W.P. •2 � STA.10+94.00 -L- _ -L- I I BRIDGE IDENTIFICATION - S A.10+91.50 -L- "; io � 2'-6„ 90°-00'-00" (TYPJ \ 107'-4�/p"(FILL FACE TO FILL FACE) PLAN (PILES & COLUMNS NOT SHOWN FOR CLARITYI 51'-2'/n„ � pG3C��G�I�MG^QG3�7 pdQa� DO a04 NJ�C� f�OG3 C�Of��4G3NJC�4�0a W.P. "3 STA. 11+q5.19 -L- �FILL FACE iJ END BENT No.2 DOCUMENT NOT CONSIDERI FINAL UNLESS ALL SIGNATURES COMPLETED l!*70.V1 -L' TO SR 1739 PROJECT tvo. B-5159 JACKSON COUNTY STATION: 10+91.50 —L— SHEET 1 OF 2 REPLACES BRIDGE No.li ST1TE OF NOFTX CIROLINA DEPARTMENT OF TRANSPORTATION PALEICx PRELIMINARY GENERAL DRAWING FOR BRIDGE OVER CANEY FORK CREEK ON SR 1740 BETWEEN SR 1737 AND SR 1739 � �� 0 5 10 PROJ. REPERENCE NO. SHEET NO. n `ri rrl B-5159 ' N 150 140 130 720 110 700 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 no PERMIT DRAWINGS ; ' ' -, , SHEET � OF�12 , _, - , ,- _ i - . _ . _ _ _. ._ _�. _[_�.- -- - -. . _ ___ ..- .� � � _ . . . . _- _`-_ _. . . .-_ . . . . . . . . . . . . . . _.. _.. . . . . . . . . . . . . . . . .. . . . . . . . --'--� ---- - - -- -- - - - . . LE� . i� :� .�.;� ��.� �� . � i , � --- ---� — -- --- --� --- --- = � � ' � � � � , .� _ .� _ ' .� - �� i - �. p DENOTES FILL IN i i ..- . . . . . . . . . . . . . - . WETLAND i i i- - ... ........ ...... . .... ... i.�. . . . . . . . . . . . . . - �.�. ..�. .�..�. �...�.�.�. �. �.�. �..�. ' �. " li-�l �.;..�. .�..�. �..�.�..�. �. �.�. �..�. � 2280 2270 2260 2250 2240 2230 2220 22/0 2200 2/90 2/80 2/70 2/60 �, 2/50 � � x �° 2/40 N ll 3 t � 2/30 �� _ _ _- -__ __- -__- __- -- -- _- �_- � -- - �=E � �-�- � � i i �. - - -- - --- - -- - --- �, • � , � _ _ - --- _ . _ _. - - _-- - - - -- - - - i � , - - -- - ---- ---- -- - ---- ---- -- - _. . , . . -�-� � r - . � � � � � � � ,. ... .. � �� - - - - - _ _ ,,. ,., -- .. --- . ---- . --- . . ---- ... ---- .. --- .. ---- - ----._ ; - - - - - - - -- - - - - - - - - _. ....... _..:.. :_..:.... . ;. _ ---- _- _ _ --- - ---- - ---- ----- - ---- _ _ _ -: -; . ;::: ; _ ; ��::: � __ ;: , , I , , � , � �, � _ -_ __ -_- II '� 1- � _: i , ,. ,. ,.. �. CLEARING LIMITS , f'' -' . _` I � -: : � _____--- I---� , , _ _ . �. _-- , _. _._ ___ ,:;:..:. � _ I i � , � � ,. _ �� ; ' I _. � : � � � � � ; � I � i i � � � I�- - _ -- - ___ ___- � � � �' , _ _ _- _ - -_-- , i o.azo o.azo i � ----. ' _ _ ___ � I 3:) � ��/ � �' _ _ . . . . . i / / 2212.95 . . . . .�. . . . . . . !. ! Illlllilll ! , I 1.> � i I I .' - - - . I �� ' �I. ---------------�---- ---- ------ � I ' iiii�iliiiii�iiiliii�iiiiili�iiiiiiiiiiiiiiii��a��a—Iiiiiii _ _,,,� . � _L— 14+50 �, ,_ — _ � � _ _ _ -�.: ____ _ _ _ ; : � � _ : : : : I _ � ; � �� I.: ;=i ;:; ;:;:, ':: '', _ _ _ ____ _ _____ - ---- ---- �; �; T� WETLAND CROSS SECTION - � � — — — — — — — — — _ —�� I. � � :_ �__ SITE 1 _, _ � �� E � _ �� _— _ _—— ——_ _—� I��i! 750 140 130 720 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 2280 2270 2260 2250 2240 2230 2220 22/0 2200 2/90 2/80 2/70 2/60 2/50 2/40 2/30 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 10+61 to 10+88 -L- Existing Bridge Workpad 0.02 32 12+84 to 13+16 -Y1- Bank Stabilization < 0.01 < 0.01 30 10 10+89 to 11+17 -L- Proposed Bridge Workpad 0.01 38 11+07 to 11+19 -L- Bank Stabilization < 0.01 < 0.01 11 10 13+89 to 15+23-L- Roadway Fill 0.02 0.03 TOTALS*: 0.02 0.03 < 0.01 0.04 41 90 0 *Rounded totals are sum of actual impacts NOTES: <0.01 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures. 2016 09 09 � • See Sheet � A For I ndex of Sheets See Sheet 9 B For Conventional Symbols �� .�_ �� C�� \ 1�� LOCATI01�1: T YPE OF WORK: BRIDGE 1��.101 O T�ER CA1�EY FORI� 01�1 SR 1740 GRADII�G, DRAII�A GE, PA VI1�lG, A1�D S TR UCT URE �o — � � �'o ��c NAD 83/NSRS 2007 C'r�. �,ro� Prepared in the O�ces of: HYDRA ULICS E1VGI11lEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH .��,, �N C A �! �'�. , � 2017 ADT = 208 VPD LENGTH ROADWAY TIP PROJECT B-5159 = 0.109 mi. S T E V�/A R T _.�z��oFEss�o�9 9--,. D 50 25 0 50 l00 2037 ADT = 288 VPD �•� �• : o� �oa�%� O 421 FAYETTEVILLE ST, STE 400 Firm License x: C-1051 SEAL O !� RALEIGH, NC 27601 wwwstewartinc.com H N T B N 0 R T H C A R 0 L I N A, P. C. � o o LENGTH STRUCTURES TIP PROJECT B-5159 = 0.020 mi. T919380.8750 PRo�E�#:H�5o�3.00 343 E. Six Forks Hoad, s��te 200 ' 15764 �� K = 10 /o NC1Ligense�Noh Ca155qna 2�6os ; �: � �.;� ;� �Q o �a 9'••��N�;`: o.�`� � �o PLANS o TOTAL LENGTH TIP PROJECT B-5159 = 0.129 mi. 2012 STANDARD SPECIFICATIONS �•,,�, •..• •.,��,• � � D = 65 /o SIGNATURE.!\��i ►�� P.E. � � 50 25 0 50 l00 T= 3% 'k RIGHT OF WAY DATE: ANDY YOUNG, PE � � PROJECT ENGINEER R OAD WA Y DESIG11l E1VGIIVEER V = 35 MPH � ��.��n��►►.,,� �� a PROFILE HORIZONTAL ° � SEPTEMBER 23, 2016 ,��,.o��N�ss;?o��,�� Q ( ) �k (TTST 1 /o + DUAL 2 /o) MICHAEL BURNS, EI �, ♦��• F � q�i �� o SEAL �9 .� � � � `� G°3 p� Qo PROJECT DESIGN ENGINEER , Q �, 0 � 10 5 0 l0 2� FUNC. CLASS. �OCAL RURAL LETTI11lG DATE: : ; 034407 =_ JUNE 20, 2017 G A R Y R. L O V E R I N G, P E ;,.�:.Fti �,�.��,: PROFILE /VERTICAL SUBREGIONAL TIER NCDOT CONTACT �o�ti,��•'.P �,o��,��' P.E. l � SIGNATURE: uuu►► BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Computed Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -x x x- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary W�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 ° W Small Mine �' Foundation 0 Area Outline Cemetery fi Building School � Church -v 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 � -- --- Spring �-��_--� Wetland � Proposed Lateral, Tail, Head Ditch � FCON False Sump � �� _'� �� 9 �Jd"� ��_ ,�' � �� \ � ��i' RAILROADS: Standard Gauge - RR Signal Milepost Switch RR Abandoned — RR Dismantled — Note: Not to Scale *S. U.E. _ CSX TRANSPORTATION O MILEPOST 35 0 SWITCH i i i i RIGHT OF WAY � PROJECT CONTROL: Secondary Horiz and Vert Control Point ♦ Primary Horiz Control Point � 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 � 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 GA 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 � W i� 0 � W in� � '`�' �J — �c� �\� c E E TDE PDE DUE PUE TUE AUE ROADS AND RELATED FEATURES.• Existing Edge of Pavement - Existing Curb - Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub m � �♦�♦�♦�♦�♦� � � Subsurface Utility Engineering 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: Head and End Wall Pipe Culvert Footbridge : Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS 6(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard CONC J �ON� WW � WATE R: 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: �oN� HW TV Pedestal _. TV Towe r ________� U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) � CB U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) O U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) � � O a � HH - - - -T- - - - - -T- - T - - - -TC- - - - - -TC- - TC - - - -T FO- - - - -T FO- - - T FO 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 - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO �- A/G Gas � O ss A/G Sanitary Sewer - - - -FSS- - - - - - FSS - - F55 • � 0 a 7UTL 0 UST 0 � m AATU R E.O.I. N � N > w � BEGIN CONSTRUCTION -Yl- STA 11 + 75.00 -L - Pl Sta l2 +79.26 Pl Sta l6 +89.18 0= 35° 00' 11.2" l RT ) �= 7° 5/' 38.2" (RT ) D= l4° l9' 26.2" D= 7° 57' 27.9" L = 244.37' L = 98.78' T = 126.13' T = 49.47' R = 400.00' R = 720.00' SE = 04 /NC. _ /7' -Y/ - Pl Sta l0 +87.45 Pl Sto l2 +82.84 �= 3° 3/' 07.8" l RT l p= 34° 03' 23.9" (RT ) D= 2° 5/' S3.2" D= l7° 37' 46.1" L = 122.83' L = 193.18' T = 6/.43' T = 99.54' R = 2,000.00' R = 325.00' SE = 08 /NC. = 22' -Y1-+83.30 30.00�_� ( EX. R�W) -Yl - PC Sto. ll �83.30 -Yl- PT Sto. 11f48.SJ"� -Y1-+25.00 -Y1-+97.00 / 45.00' � � � 30.32' �3'O- / (EX.fLW) l�..�T,9A / 1, ,. W � �\F.p , _ i �' �r�'�,�, � o / 100 �� J�'VID PAUL'� GREE P P z� � � ' F/ °� �yA �(` ��0� ,� I � i `�° P ,� , �� \F x \ -Y�-+ s$.00 � � � 0� /� 65.00 � � F ` O .� , 35.25, � \ 0 , //� \ RAU 350 (EX.R�W) i ` 0 tr TL-3 / RIP-RAP AT ,� � � �► \� / EMBANKMENT -DRI- PC Sto. �O+O� �O 0 � ; S E E D E T A I L 3 � � � CLASS 'I' RIP-RAP Q EST.6 TONS B E G. C� N S T. \ O� EST.12 SYGF � �� a� \�'� �g R' -Y�-+�z.00 I �" � -DRI- 10 + 25 ` �-�- 5�.00 -DRI- �� 36.51' r- „ � �� \ � (Ex.ww� 0404 � ` � � STD. 'V' DITCH � \\ y �� v �\ � SEE DETAIL 2 �' �� $� k 5� � � S = 0.5% � � �<c� -Y1-+00.00 � �QS ; � � � EST. 5 CY DDE ;�°4� i; 45.00' � �� CLASS 'I' RIP-RAP � �`� \ EST. 6 TONS i � � \ �� / EST. 12 SYGF I I �� _ � �. SPECIAL LAT. 'V' DITCH _Y1-+75.00 T SEE DETAIL 1 40.00' \ � � � � � � �� 504� � 1 �, � -DR1-+10.00 -Yl - PT Sto. l3 +76.48 ' N � -- , � � ,� � � io.00 -Yl-+ 76.48 \ 5 1 � � � � N / 30.00' � ( � -L-+ 83.02 \ � 35.00' � -DRl =+10.00 (EX.R�W) m � 10.00' -DR1-+85.00 \ " \ Zo.00� u \ T� � � I \ �" � � ` ` -L-+53.12 �n 35.00' � �,� � � F 15� � \ \ � s ��, F � \ �'�o `so J �y '� / PAVEMENT -BRIDGE RELATIONSHIP SKETCH DO NOT CLEAR EXIST. BEGIN APP. SLAB END APP. SLAB VEGETATION ALONG -Yl- LEFT -L- Sta 10 + 26.94 -L- Sta 11 + 56.07 SIDE UNLESS DIRECTED BY THE � ENGINEER TYPE-III I SHOP � CURVE r T Y P E- I I I d' � I M - � � O ^ N � I � N � I r 4' PS � o � � � c� � 17' � � END BRIDGE "� INC CC Sto. l0 +8/.96 +I N C. �, -L- Sta 11 + 45.19 + TYP. TYPE-I I I AT-1 SHOP BEGIN BRIDGE TYPE-III ` -DRl - PT Sto. ll +32.47 C U RVE -L- Sta 10 + 3 7. 81 I r �REEK �� - ----_ � - �C� - -�- _- N _ OI °I 7 4 5" E -_::L__�-`�`J'j ' �". ., ��,__� f� , c ---. N 02°I3'09" E IO9e35� •� -__ �_ -- -/ � 3 �z �� o��>.. �� _ - -DRl - PC Sta. ll +59.43 -DRI-+ 70.00 50.00' -DRl - PT Sta. ll +93.39 ff� � �� O� cP,, � �� - � , �\ � � , � F°� � � � ��, � 7 W \ DECK DRAIN � 2' 3 ISSIPATOR PAD `�� g � � � P� Sf0 �8�'24e86 P� Sf0 20+12.0.3 -Y1-+75.00 \ �EE DETAIL b � i� _` �� = 4° l9' 0/.6° �RTI �= 34° 06' S3.1" (RT) ao.00� � � � ��'},�ti�� F /,,� D= 2° 36' 15.7" D= l6° 5/' 06.1" -Y�-+ oo.00 �`' \ L= 165.77' L= 202.44' 30.00� F1 T= 82.92' T= 104.32� BEGI1� TIP PRO E � R= 2,200.00' R= 340.00' f CT B-5159 SE = 08 -L- Sta.10 + 00.00 � /NC. = 22 \ -L - POT Sta. l0 +00.00 -Yl - POT Sto. l6 +74.00 -DRl - Pl Sto 10+4/.6/ Pl Sto llfll.2/ Pl Sto 11+82.16 END sg� STA. �= 24' /9' S7.1" (LT � p= 72° 20' S4.4" (LT ) �= 97° l8' 2/.3" (RT ) -�- � o+ 2 s.o (RT) D= 29° 4/' 13.0" D= l43° l4' 22.0" D= 286° 28' 44.0" L= 8/.96' L= 50.5/' L= 33.97' T= 4/.6/' T= 29.25' T= 22.73' R= 193.00' R= 40.00' R= 20.00' -DR2- Pl Sta l0 +6/.l5 �= 27° 47' 46.7" (RT 1 D = 76° 23' 39.7" L = 36.39' T = 18.56' R = 75.00' 2017 AVERAGE DAILY TRAFFIC 1,116 2037 1,276 208 288 208 2gg -L- SR 1740 MOSES CREEK RD <��0 <ioo 908 988 -Y1- SR 1737 CANEY FORK RD -Yl - PCC Sto. l9 +07.7/ -Yl - PT Sto. 2/ +10.15 S' ��'o � �� z � E�P _y�_ \ -DRl - POT Sto. l2 +26.30 -DR2 - POT Sta. l0 +00.00 �. 5 � ��iv � �+�68 PG 533 9 SL 981 -L- + 60.00 -L-+45.00 55.00� -L- PT Sto. 13+97.� 50.00' 17 �NC - -+97.49 a TYP. � 35.00' � + E E ,r-�. R - - - /N h � �� SHOP CURVE � a , � ` T -r T T T � � o -�-" � � � � E � � �� a��o�� o�,� � � � � �� - - � ��_ � °, ,� ,� ,� � � � � � N, � z_" � � � �p A�,,F�J _ � ,� --�°� � ° ��c,L(-�Ro �� , � V � �� s•s ��. � � � � _ � o � o �� ',334d� \� c�----_ � \ 0403 � F � _ � � �� 4a � \ � F C' F �� \ � RETq� l� \ � � � � �� - '�' - NOTE:NOT TO SCALE PROJECT REFERENCE NO. SHEET NO. B -5/59 4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �� N"C A R ��i�� n►►�% i .` �N..�AR� ��. ��, �� ••$ S / �., !/� i�� ,�� ,. . � !/ � �� Z: pF� ��'•�y �i� /`� ��: OFESS/�� 9�i � � -� • � -� ' � � SEAL !•� ' ' ' � SEAL � ' ' � 034407 ' � 15764 : :� y'. F F,� ' c9 .: % � �. F c�,� :'• �: ��'G'•• ;vG I N�, •'� �� q'••.�,l,�G I N� ' O�/ ,,,,�� uu�u► 0�,,,, ,,,, �� ►%/ Firm License No. C-1051 �� wwR wl tewart Oc87 5 0 C� N T B S T E WA R T HNTB NORTH CAROLINA, P C. 343 E. Six Forks Road, Suite 20 Raleigh, North Carolina 27609 NC License No� C-1554 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED _ � tien Q�i Sti RS 2007 T�DI , �w 04 2, �� \ � N �o � � N \ F �y � �= �o��, � � � DR2- PC Sta. 10+42.59 - � o 0 0` � ` a 6 � ,� :: END CONST`_ _�-+9�.a9 \ �� \ -DR2- 10 + fi��.00 - - N - / F I ��F , 2 SPECIAL LAT. BASE DITCH CLASS I' RIP- L RIP-RAP AT -DR2- PT SfO. �O�'78.98 � X'�) SCE� DETB �RIP-RAP MAINTAIN M�� C 4 � � BEGIN SBG STA. � -Yl- 17+15.0 (LT) \ /7+4/.94 � 6z.�� -Y1-+41.94 v . Z °' 30.00' � � 2 J� P A, � +�EST. b O F EMBANKMENT 2� �qT. BASE DITCH SEE DETAIL 3 C � L-+33.62 SEE DETAIL 4 EST.65 CY DDE �� 84.88' CLASS 'I' RIP-RAP EST. 615 CY DDE F EX.WW �� EST. 25 TONS CLASS 'I' RIP-RAP 15" RCP-III � � EST. 110 TONS 1 `EST.50 SYGF EST.175 SYGF \ ,�\ , GRAU 350 TL-3 �-L-+94.69 -L-+53.13 84.88' 84.88' \ 1` �� (EX.RNV) (EX.WW) � �� .� � -L- PC Sta. 11+53 �� i 1 4� ' � � wJ � � � � �� 1 �, ` � -Yl-+ 75.00 � � -BL-I �, - - 1 1 39.96' � � � -Bi��- (EX.R�W) i � Y� + 07.7� 1 1 � � I 3�.�� i I F � 1 � v`, � � 1 I � I i y � � 1 I � � �ii � 1lln lii W I _ Iv � 1 I � ' � ' _ _ iF I I ' ��.� ?. , �. -- + 61.0'0 � � Z � , �,�� i _�_ N � Zo � � � + OQ � � Ro� -Yl-+ 10.15 30.00' (EX. R�W) � �,/ � _ � �> �� ' .-,� � , � � � � �' � � � // �� END CONSTRUCTION � �� -Yl- STA 21 + 15.00 / � r �p P � / I � I o on I I � / I I / z �' MICHAEL P. MONTGOhAr � ; ; SHARON P. MONTGC � � DB 1128 PG � ,� 4 � �/ � i PC 12 Sl ` P � � � � i TRACi i i � , i � 4 � � � PS �6S.00 � � -BY�-6 , / �, �� .,\ � - � �/ Q�� ' � ��,__ _�R-- / �Q ;. i --- � � i 0 ,. �� F �� hv h� \ � _ -Y1-+10.15 ' � 30.00' to / � ; (EX.R/W) � �j� MI AR E P. �N'f ONf�� 0 M� , G �� °' ..._II�B �� 65 EST 120 TONS �� EST 310 SYGF .� � � � � � � � �� . � . �� ' �� . � . � � � �. � . � . � . � � � �� .\ ., -BL-2 � . . , � '�. DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � �.;� �et Fill Ground ?.� ��p'�'� Slope D Min. D = 1.0 Ft. )M -Yl- STA. 12 + 50 TO STA. 14 + 00 R' DETAIL 4 LATERAL BASE DITCH ( Noi to Scale) �Natural Fill Ground ?'I p 3�1 1'iFt. Slope d GEOTEXTILE g Min. D= 2.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' 6= 2.0 Ft. Type of Liner= Class "I" Rip-Rap b= 5.0 Ft. FROM -L- STA. 11 + 35 TO STA. 13 + 00 RT EXISTING � TY? DITCH -L-+ 39.72 30.00' ( EX. R�W) \ ,,, \,�\\� i-SI59 .� �ti -L- Sta. l6 + 90.00 � � � �� _ ' �_. � �;� ,� \ � `�Fir � � � � � � �S�- AD S, � � � w �- ��_.. � \ /%q� � - �J��,." _� -- - �; � - ��v w. �u� -� - PT Sta. 17+38.49 ��NA L. JUR �B 1068 PG � � I�B 1128 PG 7 DETAIL 2 STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground 3•� ,�.1 Ground D d Geotextile Min. D = 1.0 Ft. Type of Liner= Class 'I' Rip-Rap Max. d= 1.0 Ft. -Yl- STA. 13+00 LT DETAIL 5 SPECIAL LATERAL BASE DITCH ( Not to $cale) Natural 1 ot Fill Ground ?•) 3' y�e< Slope d p F�o Geotextile B Min. D= 2.0 Ft. Max. d = 2.0 Ft. B = 2.0 Ft. Type of Liner= Class 'B' Rip-Rap FROM -L- STA. 13 + 00 TO STA. 15 + 00 RT DETAIL 3 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min• 1 1.5� Grade � GEOTEXTILE � Type of Liner= Class 'I' Rip-Rap -Yl- STA. 13 + 00 LT FROM -L- STA. 11 + 14 TO STA. 11 + 35 Rl DETAIL 6 DECK DRAIN DISSIPATOR PAD ( Not to Scale) 0� DISSIPATOR PIAN VIFW � PAD *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS GROUND J� GEOTEXTILE � . . . . . . 1.5' PROFII_F VIFW Type of Liner= 15 TONS CL 'I' Rip-Rap Geotextile= 40 sy FROM -L- STA. 10 + 44 TO STA. 10 + 57 RT FROM -L- STA. 11 +16 TO STA. 11 +38 RT SEE SHEET 5 FOR -L- PROFILE SEE SHEET 5 FOR -Yl- PROFILE SEE SHEET 6 FOR -DRI- PROFILE SEE SHEET 6 FOR -DR2- PROFILE SEE SHEET S-1 TO S-17 FOR STRUCTURE PLAN