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Home My WebLink About20150719 Ver 1_Application_20150721Ly�a^` g�4� � ��` � � M,,, � �� a.� �°'� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY GOVERNOR July 21, 2015 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Crystal Amschler NCDOT Coardinator ANTHONY J. TATA SECRETARY Subject: Application for Section 404 Nationwide Permit 13, 23 and 33 and Section 401 Water Quality Certification for the proposed replacement of Bridge No. 258 over South Fork Crooked Creek on SR 1008 (Indian Trail Road) in Union County, Federal Aid Project No. BRSTP-1008(23), Division 10, TIP No. B-5243, Debit $570 from WBS 42845.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 258 over South Fork Crooked Creek with an 86.5' long, 12'x8' double-barrel reinforced concrete box culvert (RCBC) on the existing alignment. Traffic will be maintained during construction via an off-site detour. As a result of the culvert placement and new roadway slopes, there will be 298 linear feet of permanent stream impacts, <0.01 acre of temporary stream impacts and 0.07 acre of permanent impacts to wetlands from fill and mechanized clearing. Additionally, there will be 10 linear feet of stream bank stabilization. MAILING ADDRESS: Te�ePr+oNe: 919-707-6000 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-212-5785 CENTURY CENTER, BUILDING B PROJECT DEVELOPMENTAND ENVIRONMENTALANALYSIS 1020 BIRCH RIDGE DRIVE 1598 MAIL SERVICE CENTER WEBS/TE:NCDOT.GOV RALEIGH NC 2761 O RnLEIGH NC 27699-1598 Please see enclosed copies of the Pre-Construction Notification (PCN), EEP acceptance letter, stormwater management plan, permit drawings and design plans for the above- referenced project. The Programmatic Categorical Exclusion (PCE) was completed in March 5, 2014 and distributed shortly thereafter. Additional copies are available upon request. This project calls for a letting date of January 19, 2016 and a review date of December 1, 2015; however, the let date may advance as additional funding becomes available. 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 Erin Cheely at (919) 707-6108. Sincerely, ,�(' Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List 2 �oF,��,rFRQ Office Use Only: � � o c Corps action ID no. � y i ,, , � � � DWQ project no. ° �` Form Version 1.3 Dec 10 2008 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: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge 258 over South Fork Crooked Creek on SR 1008 2b. County: Union 2c. Nearest municipality / town: Indian Trail 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5243 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) 707-6108 3g. Fax no.: (919) 212-5785 3h. Email address: ekcheely@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: 35.07102 Longitude: - 80.67538 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 1.3 acre 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to South Fork Crooked Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Yadkin-Pee Dee 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The land use within the vicinity of the project consists of about 30% forest land, 60% developed or disturbed lands (roadsides and residential areas), and 10% cultivated land (agricultural fields and pastures). 3b. List the total estimated acreage of all existing wetlands on the property: 0.16 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 769 3d. Explain the purpose of the proposed project: The purpose of this project is to replace a structurally deficient (sufficiency rating of 6.13 of 100 and structural evaluation appraisal of 3 of 9) and functionally obsolete bridge (deck geometry rating 2 of 9). 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 30.15-foot single-span bridge with a double barrel 12'x8' reinforced concrete box culvert (RCBC) on the existing alignment. Traffic will be maintained via an off-site detour 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: JD package already submitted to USACE on February 2, 2015. JD visit was 6/24/15. 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): Erin Cheely Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. See 4a above. NCDOT is requesting PJD with permit. 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 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 1� P❑ T Fill WB — Riverine � Yes � Corps 0.02 Swamp Forest ❑ No ❑ DWQ Mechanized WB — Riverine � Yes � Corps Site 1� P❑ T Clearing Swamp Forest ❑ No ❑ DWQ 0.02 Site 2� P❑ T Fill WC — Non-tidal ❑ Yes � Corps 0.03 Freshwater Marsh � No ❑ DWQ 2g. Total wetland impacts 0.07 Permanent 0 Temporary 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact length number - (PER) or (Corps - 404, 10 stream (linear feet) Permanent (P) or intermittent DWQ — non-404, width Temporary (T) (INT)? other) (feet) Fill & Pipe SB — UT to SF ❑ PER � Corps Site 1� P❑ T Extension (36" 3 46 RCP) Crooked Creek � INT ❑ DWQ Adjacent to SB — UT to SF ❑ PER � Corps 36 Site 1❑ P� T mechanized Crooked Creek 3 clearing � INT ❑ DWQ (<0.01 ac) Site 2� P❑ T Pipe Extension SB — UT to SF ❑ PER � Corps 3 98 (3s" and 48" RCP) Crooked Creek � INT ❑ DWQ Site 2� P❑ T Bank SB — UT to SF ❑ PER � Corps 3 10 Stabilization Crooked Creek � INT ❑ DWQ Site 2❑ P� T Pipe Extension SB — UT to SF ❑ PER � Corps 3 11 Crooked Creek � INT ❑ DWQ (<0.01 ac) Site 3� P � T 2@ 12'x8' South Fork � PER � Corps 10 154 RCBC Crooked Creek ❑ INT ❑ DWQ Site 3❑ P� T Culvert South Fork � PER � Corps 10 $ Installation Crooked Creek ❑ INT ❑ DWQ (<0.01 ac) 308 Perm 3h. Total stream and tributary impacts 55 Temp (<0.01 ac Temp) 3i. Comments: Of the 308 total feet of permanent stream impact, 10 total feet are from bank stabilization. Therefore, stream mitigation required by the USACE = 298 linear feet, required by DWR = 308 linear feet. An open cut in South Fork Crooked Creek is required to relocate an 8" gravity sewer line near the inlet end of the proposed culvert, which will result in 12 linear feet (<0.01 acre) of stream impacts. However, this impact overlaps with the 154 linear feet of permanent impacts due to culvert installation at Site 3. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporar T 01 ❑P❑T 02 ❑P❑T 03 ❑POT 04 ❑P❑T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: No open water within construction limits. 5. Pond or Lake Construction If ond or lake construction roposed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Pond ID Proposed use or number purpose of pond Flooded Filled Excavated Flooded Filled Exca Flooded vated P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require miti ation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem ora T re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: This project is not located within a protected buffer area. 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 culvert will be on the same alignment as the existing bridge. The proposed culvert will have sills at the inlet and outlet ends (low flow will have a 1' sill, other barrel will have a 4' sill). The inlet and outlet ends will be stabilized with a low flow floodplain bench using Class I Rip Rap to minimize erosion. Best Management Practices (BMPs) used on this project include rip rap at drainage pipe outfalls and grass lined ditches to minimize stormwater impacts. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Traffic will be maintained via an off-site detour during construction. Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to the receiving streams due to erosion and runoff. Erosion control devices, including a silt bag, will be utilized while maintaining channel flow through the construction sequence. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State � Yes ❑ No * Total stream impacts requiring DWR mitigation = 308' * Total stream impacts requiring USACE mitigation = 298' (308' total permanent - 10' bank stabilization = 298') 2a. Does the project require Compensatory Mitigation for * Total wetland impacts requiring mitigation = 0.07 acre impacts to Waters of the U.S. or Waters of the State? The NCDOT is proposing to provide stream mitigation at a 1:1 ratio for the impacts to SB and a 2:1 ratio for the impacts to SF Crooked Creek based on conversations in the field with USACE on 6/24/15. If no, explain: 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: 308 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: 0.07 acre 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: The NCDOT does not propose mitigation for the 55 linear feet (<0.1 acre) of temporary stream impacts. None of these impacts require permanent fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S. and are not subject to compensatory mitigation. 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. ❑ Yes ❑ No Comments: If required from 1 a, see attached buffer permit drawings. 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: Programmatic Categorical Exclusion (PCE) approved 3/5/14 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 26 .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? As of March 25, 2015 there are three federally listed species for Union County. Of these three species, only Schweinitz's sunflower and Michaux's sumac have habitat present within the project area. Surveys for two these species were conducted by NCDOT biologists in September 2011 and October 2013. No individuals of either species were observed. No habitat exists within the project area for Carolina heelsplitter. This project will have no effect on any Federally Threatened or Endangered species listed for Union 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 �f Richard W. Hancock, P.E. �� 2' f'�'��'S Applicant/Agent's Printed Name ApplicanUAgent's Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is rovided.) 11 Pat McCrory Governor �� NCDENR North Carolina Department of Environment and Natural Resources Division of Mitigation Services July 7, 2015 Mr. Richard W. Hancock, P.E. Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Hancock: Subject: Mitigation Acceptance Letter: Donald R. van der Vaart Secretary B-5243, Replace Bridge 258 on SR 1008 over South Fork Crooked Creek, Union County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on July 2, 2015, the impacts are located in CU 03040105 of the Yadkin River basin in the Southern Piedmont (SP) Eco-Region, and are as follows: Yadkin Stream Wetlands Buffer (Sq. Ft.) 03040105 Non- Coastal SM Cold Cool Warm Riparian �p�an Marsh Zone 1 Zone 2 Impacts (feetlacres) 0 0 308.0 0.07 0 D 0 0 T�ome oi tne siream impacis is proposen to ae �utigatea at a 1:1 r�urigation ratio. ,ee permit application for details. This mitigation acceptance letter replaces the mitigation acceptance letter issued on June 18, 2015. This impact and associated mitigation need were under projected by the NCDOT in the 2015 impact data. DMS will commit to implement sufficient compensatory mitigation credits to offset the impacts associated with this project as determined 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 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 Beth Harmon at 919-7o7-8420. Sincerely, James . Stanfill Asset Management Supervisor cc: Ms. Crystal Amschler, USACE - Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: B-5243 Revised 1652 Mail Service Center, Raleigh, North Carolina 27699-1652 Phone: 919-707-89761 Internet; http://portal,ncdenr.orgfweb/eep An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper Hi hW�l North Carolina Department of Transportation ,°`�t �Stortynwater !'�il ,,,,,,,,.,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN �-=� (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 42845.1.1 TIP No.: B-5243 County(ies : Union Page 1 of 2 General Project Information WBS Element: 42845.1.1 TIP Number: B-5243 Project Type: Culvert Date: 3/25/2015 NCDOT Contact: William S. Zerman Contractor / Desi ner: Address: NC DOT Hydraulics Unit Address: 1590 mail Service Center Raleigh, NC 27699 Phone: 919-707-6755 Phone: Email: bzerman@ncdot.gov Email: Cit /Town: Indian River Count ies : Union River Basin(s): Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.187 mi Surrounding Land Use: Urban Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 1.3 ac. 1.1 ac. Typical Cross Section Description: Two 14 foot lanes with 2.5 feet curb and gutters and with a 12 foot paved median and 10 Two 12 foot lanes with grass shoulders and 6 foot sidewalks foot shoulders. Shoulders include 5 to 6 feet sidewalks. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 19,350 Year: 2036 Existin : 15,900 Year: 2016 General Project Narrative: The purpose of this project is to replace the structurally deficient bridge on SR 1008 (Indian Trail Rd) and pedestrian bridge over South Fork Crooked Creek with a new culvert. (Description of Minimization of Water The existing structures are a one span bridge 30.15 feet in length and a one span pedestrian walkway 43.6 feet in length. The replacement structure is a double Quality Impacts) barrel 12' x 8' RCBC embedded 1 foot below the streambed with a low flow channel. The replacement culvert will be 86.5 feet long. Best Management Practices (BMPs) and measures used on the project (which include rip rap placed at drainage pipe outfalls and grass lined ditches) are an attempt to reduce the stormwater impacts to the receiving stream due to erosion and runoff. BMPs used on the job are primarily non-structural and consist of inethods to attenuate and disperse stormwater before entering the receiving waters. There is no direct discharge into the receiving water. Waterbody Information Surface Water Body (1): South Fork Crooked Creek NCDWR Stream Index No.: 13-17-20-2a NCDWR Surface Water Classification for Water Body Primary Classification: Class C Su lemental Classification: Other Stream Classification: Im airments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: South Fork Crooked Creek Buffer Rules in Effect: N/A Project Includes Brid e Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) �,,, /�o ; . E Il�;h1V�1V North Carolina Department of Transportation �7��1'l311�4�c31('T ! � .� ..� Highway Stormwater Program STORMWATER MANAGEMENT PLAN - (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 42845.1.1 TIP No.: B-5243 County(ies): Union Page 2 of 2 Bridge to Culvert Avoidance and Minimization Proposed Structure Summary Sheet No. & Station Sheet No.: 4 Station: 19+67.2 -L- Number of Culverts: 2 Drainage Area (ac or sq mi): 1.3 Sq, Miles Culvert Width/Diameter (ft): 12 Surface Water Body: (1)South Fork Crooked Creek Culvert Height (ft): 8 Culvert T e: RCBC Culvert Length (ft) 86.5 Avoidance and Minimization Efforts: Install erosion control devices, which includes a silt bag with a minimum capacity of 40 C.Y, while maintaining channel flow through the (Bridge to Culvert) construction sequence. Stream Slope Fish and/or Aquatic Life Passage Existing Average Stream Slope (%): 0.50 % Existing Low Flow Channel Dimensions Trapezoidal channel, 10 foot base with 1:1 side Proposed Culvert Slope (°/a): 0.40 % in the Stream: slopes and 4 foot height Culvert Burial Proposed Culvert Burial Depth (ft): 1 Existing Streambed Material: gravel and sand Proposed Low Flow Dimensions Rectangular channel, 12 foot base by 3 foot Through the Culvert: sides Proposed Sills/Baffles: Sills only present at culvert inlet and outlet. Low flow barrel has 1 foot sill. Other barrel has 4 foot sill. Existing Low Flow Velocities in the Stream (ft/s): ropose ow ow e ocities roug the Culvert (ft/s): Alternating Low Flow Sills/Baffles: N/A Culvert/Stream Alignment Stream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability: Bed Forms Impacted by Culvert (riffles, pools, glides, etc.): Low Flow Floodplain Bench Required? Yes The low flow bench was provided in order to maintain the current stream depth through the culvert during normal flow conditions. (provide justification) Sharp Bends at Inlet/Outlet? No (describe culvert alignment with stream) Stream Realignment Necessary? (provide No justification) Bank Stabilization: Class 'I' Rip Rap placed on stream banks approximately 25 feet up and down stream Outlet Velocities Natural Stream Channel 2-yr Velocity (ft/s): 3.3 Natural Stream Channel 10-yr Velocity (ft/s): 4.5 Proposed Culvert 2-yr Outlet Velocity (ft/s): 4.1 Proposed Culvert 10-yr Outlet Velocity (ft/s): 4.5 Roadway Geometric Considerations EvaluatelDescribe Roadway Geometric Constraints: None � � ffl ER � � � � z �o EfJ HT � �£4� �.�� a ��z >�� if? HJ ffl �� ., � V � O � � � � V ♦ � � V � � O V See Sheet 1-A F�or Index of Sr�eets THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF INDIAN TRAIL. �� %�5�� I� ��YS U1�1101� CO U1�lTY LOCATION: BRIDGE 258 01V SR 1008 OVER SOUTH FORK CROOKED CREEK A111D IMPROVEME11lT OF THE INTERSECTI0111 OF SR 1009 AND SR 1371 TYPE OF WORK WETLAND AND BEGIN CONSTRUCTION —L— STA13+50.00 � SR 1008 /NDIAN TRAIL ---J TO NC 84 ROAD SOUTH �, BEGIN TIP PROJECT B-5243 —L— STA. l3 + 75.00 BEGIN CONSTRUCTION —Y— STA,l7t/8.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II GRAPHIC SCALES 40 20 0 50 100 `I�T�� i� PLANS � 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2016 = 15,900 ADT 2036 = 19,350 K = 9 % D = 65 % T = 5 % * V = 40 MPH * TfST =1°/a DUAL 4°/a FUNC CLASS = MAJOR COLLECTOR SUB REGIONAL TIER , GAR,tfp,y D,4 �PRN TEl GRADING, DRAI11lAGE, PAVI11lG, CULVERT A1VD SIGNAL SURFAC� WATER IMPACTS PERMIT � BEGW CULVERT V -L- STAe 19+54e�1 � �� 4 � „ �� h � _ � w �; I, —L — �( �I'� �° o" � � � z EN� cu�vE�T w -�- sTAa ia+��e�i > 0 U � I� �� ° �1 0 10 0 �IIo �O��R 1� � � ��\ SO�y � 5R\\ � � 0 � 0 z � O rn PROJECT LENGTH V , END CONSTRUCTION —Y— STA. 24+20.00 LENGTH OF ROADWAY TIP PROJECT B-5243 = 0.182 MILES LENGTH STRUCTURE TIP PROJECT B-5243 = 0.005 MILES TOTAL LENGTH OF TIP PROJECT B-5243 = 0.187 MILES SR /008 /ND�q R�� q0 � SOUTy END CONSTRUCTION —L — PT STA. 26+26.93 E1�lD TIP PROJECT B-5243 —L— STA. 23 + 61.42 Prepared in /he Office of: DIVISION OF HIGHWAYS /000 Birch Ridge Dr., Raleigh NC, 27610 20/2 STANDARD SPECIFICAT70NS RIGHT OF WAY DATE: JANUARY 16, 2015 LETTING DATE: JANUARY 19.2016 G.E. BREW, PE PROJECT ENGfNEER I.T. YOUNIS PROJECT DESIGN ENGlNEER .T2 E PROIECT REFERENCE NO. �� B-5243 PROI. NO. . w. PROI. NO. 42845.1.1 � BRSTP-1008(2 42845.2.FD1 � BRSTP-7008(2 42845.3.FD1 � BRSTP-1008(2 � � EscRIPT1oN PE CONST. PERMIT DRAWING SHEET 1 OF 11 � ✓ ,. �q�'� p1 �P�S�o �S HYDRA ULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. ��.d�� .�� DO NOT L�SE FOR CONSTRUCTTON DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA z 0 � � � � � � � � � � � �j � s3 z DETAIL B SPECIAL LATERP.L 'V' DITCH �NO�ro sWie� � FII .j.1 `t Slope Gra��d ?'I D d ab �cx��le — Min. D. 1.0 F�. Type of Liner CLASS B Rip-Rop Max. d 0.5 Ft. FROM STA.14-00 TO STA.14+42 -L- LT �°f �� waunM c. cuRO� �� con II �— ��I' II� � s2�2ois qinguyen R:\Hydraulics\CADD\DRAFT PERMIT DRAWINGS\65243_Hyd_psh04.dgn DETAIL C RIP RAP AT EMBANKMENT fNO�ro s�o�Ol io m��. ' 1 0'min. — D'i�ch � � Grode �GEOTEXTILE FABRIC 10 TONS CL 'll' RIP RAP W/9 SY GEOTE%TILE STA. 19+64 -L- RT 7��P�� i � OO1 S� S� �� a0 FROM $TA. 19+67 TO STA 21+64 -L- RT INLET TYPICAL ��r ro wc � oowHS�nrn� EXISTING CL455 I RIP RAP --' - GROUND _____"�, 1�, L 3'I �'N CLASS I RIP RAP iHH EST TONS C1A55 'I' -26 TONS EST GEOTEXTILE FABRIC = 24 5Y RM' SHEET NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.d�1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION SEE SHEET 6 FOR PROFILE OF -L- SEE SHEET 6 FOR PROFILE OF -Y2- ( LINpY K, 1YRLIAIAS I ANp �n� MARLENE W.CONNELL Q 3��i IZ ? � �'� $$ � $� r� `�� a� �3 �i 0 > {� €� >� //" Q / . � ��' T= ��. � � 4 Y � 1 �^' • 14 �� / / l� � a / � � � — — � � i3 i GR � ' I � � � - ��,s"°' - i � I � � � I � � �A i I i i 50' 0' `_�0' 100' 150' rT7-�-t � GRAPHIC SCALE DENOTES IMPACTS IN F F DENOTES FILL IN SURFACE WATER � WETLAND DENOTES TEMPORARY '", *,� • � ■ DENOTES MECHANIZED IMPACTS IN SURFACE WATER *� ''" * CLEARING DETAIL B SPECIAL LATERP.L 'V' DITCH �NO�ro sWie� � FII .j.1 `t Slope Gra��d ?'I D d ab �cx��le - Min. D. 1.0 F�. Type of Liner CLASS B Rip-Rop Max. d 0.5 Ft. FROM STA.14-00 TO STA.14+42 -L- LT �� 1 ��\ \ � � �� .� � . � �� \ � SOUTHERN CLASSiC �� BU4.DERS. WC. ��?�,� 1 \ � 2 W�LMA D. NANCE � � � �. SPECIAL IAT. � V' DITGH�. SEE DETAII B Z� I � � �W CLA55 'g' :. _�� EST.7 TONS �GF =16 SY � \ �� C1 � X� '°� �.. . - V I :^ � / �• ' ': � I� � � c \� - _ � ��.� � a� .. Z ��Bln 0 K - —43 � � � � � � � � � � � �j z � �� ,� � �, V � o�E�� MC� � BMuI��yPDE I ,,. �, �,� w��unM c. cuRO� ° , � � .^ti 4', . 3 ��.. � �� 4�i " < �� X� w�s��n cneo� - Y(, J70. /9 rC7✓ Z - - / / f � CH�ROKE�,G� l9' BS� `w `V - — — / �� —� \ ; L� q � � r �_�.� �. � FRED A. IRBY � MARY B. KIRBY RMA D N ,� � i / �� i �-WII� , "?�`�`�-r'�. .. ... CoNC I I + � AND � �-. : �;� I� \ C. LO K�� 5 A. GRA � I°z � � ° i�� a � �-`�—� � � � � \ coN�. BE��A4 M. D4f — �u : � . ON � I� �� X \ � �� ❑ .��RENEE CA A ROSA GARC L — DETAI�L D anNK sr iuznnoN � Noi �o s<aie� ,<�� tr � ,o��a a iaie xnP - icaore,na� ``� Length= 10 Ft. �HqNNEieEo d= 2.0 F7. ive,�onie� Est. = 9 Tons of Clvss 'I' Rip-Rop W/20cre uGnnte.iilepPobric ��$ qinguyen R:\Hydraulics\CADD\DRAFT PERMIT DRAWINGS\65243_Hyd_psh04.dgn 1 � EXISTI=G DI � Q I I I '� , ,� / � � DETAIL C RIP RAP AT EMBANKMENT fNO�ro s�o�Ol io m��. ' 1 0'min. - D'i�ch � � Grode �GEOTEXTILE FABRIC 10 TONS CL 'll' RIP RAP W/9 SY GEOTE%TILE STA. 19+64 -L- RT O0� � / �`'�" ' � �� / a +' � ° _ -L -PT � lo.19+2236 � w� LOW "? � �''�� \ . F��N, ��,- , qRpvC qiL � BENCH � —� - -� �`"'1 �� comc � � 9 j � �-I EMi POPA� 7.� PA '- -f I � -- � s� , � �l � � �� . E�r� ; �v �_ � - -s— �_� _c : �� q��woi X � i � 1 � BANK . HONY DA i PW� ST'ABILIZATIO . ° \ SEE OETAIL D _ � � � � tL I RIP RAP =EpT.17 TON$ � � GK = 38 5: j. . �. �I NAT N A.l �LEN R, NpJ � Y B. SC AN H. R DALL � \ , � -i2- POr 11t99.90= -L- POC 17+32.30 �a � r �,Y�� ,.` �';' r.1,_ 1 �PY�E �--�- L ,,, ,E ti'� _ � � � �. F \,;� � � `w, � i, /� O \ } \ u �F � � ♦ � �3 '�� TS� 4 S � � I_ �� RIP RAP 1� �.� �� EMBANKMENT / -''2�.�.-� � � O £?' SEE�bETAIL C �� s �� \� � C MARMA vc R IREZ � JACK S, TOI�RL�1 Isee o� � � \ - -� �reu.- �� i OUTLET TYPICAL ¢en.o aisH*�ooaNe oowns.aFnM� CL455 I RIP RAP� � / EXISTING � GROUND � — 1 r —_ 3' N` '� Hi- t— CL455 I RIP RAP EST TONSo�CL455�'NIo�-26 TONS ES7 GEO7EXTILE FABRIC - 21 SY DDE - 50 CY -L- 19+63 RT_ +/- S� S� �� PO I \ �I u1 '- I'\� i �� IJ' - � �o �� REUBEN 14 TOMgERLM �ll l SEE INLET DETAIL l � X � � �m �'%�� iSITE 3 / � //�\ �""�'o � � - / l* /�� R4/ I . I � � / � y�� C�N�� X /' � `_� � , -� j '� S �JEFFERY 5. AN� OOR4 L,IARLER 8"PVC ' � I INLET TYPICAL ��r ro wc � oowHS�nrn� EXISTING CL455 I RIP RAP --' - GROUND _____"�, 1�, L 3'I �'N CLASS I RIP RAP iHH EST TONS C1A55 'I' -26 TONS EST GEOTEXTILE FABRIC = 24 5Y DDE = 50 CY -L- 19+70 LT. -�-.- iJ / `` � PROP. 2�-12 8' RCBC , � � SKEWED 95� FILLER CAPS FOR 2b00G EMBEDDED l Ff lJ/G STORAGE TANKS -.� �'� ��R��AT�oN, . .. E � E'� PUE , p� � _ — .—� . —�J� ..,,._,�..F PUE � .� ..�:r\�-, . .._ .. � �I � � � �� -3 -z �"i 1 J(�� ... �- - - -� ��. � �� .. . DITCH AT SY � t i 6�1; 70vJ�✓ < � � �3 s�n zz+oa �- er � �c � F � / � � \ �w�Pf- � / ��e �m� , :'{-� � i I I ' � gM / I � /i .... � � / � :� EST ,-� RI�TONS ` � � .. .. i� � y � � � - GF = 10 S.Y. \ � �\ � � � � � � � / 1 �I I .�7 fl `J:� ' IWD DECKI — — � PoNO i % �� , i z� \1 � 66m II\ / = O�L-PC Sfo.23+E S6 I . � "� I � F'7 �- 5��.1 `� , � � , �� `�' DITCH \ � �"� . 5� DETAIL A � � � �� J � � ��, � `' — —�EONARp�. HOLMES � c, - P�T /9+6�.2/ � DETAIL A SPECIAL L4TERAL 'V' DITCH 1 �m m s�aia7 Slape - F� e�f �ry:� Gm��d D MIN. D=1.5' FROM $TA. 19+67 TO STA 21+64 -L- RT RM' SHEET NO. ,DWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.d�1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION ISEE SHEET 6 FOR PROFILE OF -L- SEE SHEET 6 FOR PROFILE OF -Y2- PERMIT DRAWING SHEET 3 OF 11 LINpY K, 1YRLIAIAS / ANp �n� MARLENE W.CONNELL / �� 3��i � 12 ?� �� . � � �� % � � �� cv � v / irv � Q�C � � ,., � a >� ii � �, �� Q 4 �� r � � � j sy� .' / �� / � i��/ . � •�� n�q � �r'"r/ I / ��31 1�/ � � �� . E7 a / � � � / � � � � � � 13 � �" � �`'j , , � ; ' , 1..—_ �'�. �� _I"� / / � .( I � .� � �'/0/ � � � / �� i i r i_ i `��~�, i ia i �i �V PU' ' '� / : � . _ . __ __- �� E � I I l -� - .,w_ _ � � _ �. 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.d�1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION PERMIT DRAWING SHEET 8 OF 11 01 �O ��S � � �P� h � �)' � 5' ■1 ■_■7_ L.1 tt i1 I G�AI�HIC S� A�� DENOTES IMPACTS IN DENOTES TEMPORARY SURFACE WATER � IMPACTS IN SURFACE WATER z 0 > � �-� � � � � � � � � ;.._ � — �, � < z 1� � / / ,� �\ � � > l � � �� , �G—��' �, ,. • -,_. _ � - - - � - -" �a— � "_ '�� ', PU E — ` �T� \ � �, � F ' \ , � -�� J ' �� `� � �.� � 3✓25✓2015 qtnguyen R:\Hydraulics\CADD\DRAFT PERMIT DRAWINGS\65243_Hyd_psh04_site3.dgn RM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1[NC�AI[ff�ILIE ]E ]PII.A\ZV� DO NOT USE FOR / W ACQLI[SIT[ON 1P]f�lEII.d�1f�TN I8� 1PB,AN� DO NOT [ISE FO CONSTRUCTION PERMIT DRAWING PROP. 2@12'x8' RCBC SHEET 9 OF 11 SKEWED 95° � EM B E D��D��E D 1 FT �,o° E S�5 � � � � � �� -�,-- P,O � ��, , , � , ��-�, �, - ;= � CB ni DUE _ �� _ . ��- , ,.- . L� � _ - % � � � � `:' c)' � 5' ,, � /' �ri� i 1 � �� ,, c�a�Hic scA�� DENOTES IMPACTS IN DENOTES TEMPORARY SURFACE WATER � IMPACTS IN SURFACE WATER �� ;- �: ��, �� PROIECT REFERENCE NO. SHEET NO. � 8-5243 6 � Bb'2 ELEVATI N= 672..9 BM•3 ELE TION = 82J4 Ronownv DESIGN HYDRAULICS BM•lEL VATION 69/33' N 84,966 E 1,49 .83/ 4 /4 7 ENGINEER ENGINEER -BL- ATION l6 06 (0/S 4' LTJ - �- � f � H -BL- S TION 29 45 88 Rl HT RR SPl E lN l5' AK TREE R SPIKE l 20'OAK REE RR SPIK lN 24' TREE dN�c��9[1�1L1E lE 1�1LAN5 DO NOT USE TOR P W ACQU[SITION 720 ��E�.d�IN �� ,.�NS DO NOT USE FO CONSTRUC'1"ION P RM I D I N �� o B/N GRAD H E E 10 F 11 —L STA/3 5 EL V.689.39 700 = + EN GRaDE 700 L= 684. 4' Pl = 0+75 srn ,v ezzo .-�- —L STA,23 50A0 C� 2�5 E _�3,4 � SKE �9�X8' RCBC MBEDDED 1 F EL �/.678..�5 K = 49 V = l50' 690 � = 4/ Pl = 19+�� Pl = 22+55.00 690 VC = l85' � � K = qg VC /85' r � � —J03379' _ (—�-337 % K = 50 � � 6HO � EXIS . ROAD ENTERLIN �� GSO � � � � � f -JO 000% � 100yr. SEL=674. 7' --�- ]�e- � � � .—� — f+)3.4 II% 670 I = 50yr. SEL-67 .9� 670 RE OVE EXIS NG C VERT DRAU /C DAT WS=66 .6' (0527 014) -�- � gRl GE � STAP2OlIN 7.42 -L- �S/GN aSCHA17G � 900 CFS 1.0' S LL IN BA REL 1� 4' SILL IN BARREL EL 675.36' 66O INLET NLY @ INLE AND OU LET (�(�O �'S/GN MM ELEV T�N = 6739 FT � L= 665. ' BASE SCHAR(iE � lO� CFS EM EDDED 1. ' BASE EOUEN - /00 YRS 650 BASE E[EV,a = 6�4.37 FT 650 —___ _ aEar P/NG � r+aacE = u4o cFS — _ _.._ OVERTO P/NG fR OUENCY= 2Q0 YRS OVERTO P/NG E ATION � 675.4 FT 640 640 13 14 15 16 17 18 19 20 21 22 23 24 25 26 SEE SH ET 4 FO PLANS 2� Y- 1 700 � — �0+80 EN GRADE C=�, P� _ �+60A0 —Y — STAII+ 9.90 EL = 68327' EL V.682B7 VC 30' r 690 �- � �� i � � '��2s• i' 680 ' -�2 ; � � � = 670 BE N GRADE S —Y2 STA/0+ 5 � ELE .689.80 � � � ; 650 S � � � - 10 11 12 � WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 14+48 TO 15+37 -L- LT ROAD FILL 0.02 1 14+28 TO 14+71 -L- LT ROAD FILL < 0.01 1 14+68 TO 15+34 -L- LT ROAD FILL 0.01 1 14+65 TO 15+01 -L- LT STREAM INSIDE MC < 0.01 36 1 15+01 TO 15+35 -L- LT ROAD FILL < 0.01 36 1 15+35 TO 15+43 -L- LT 36" RCP < 0.01 10 2 15+85 TO 14+61 -L- RT ROAD FILL 0.03 2 15+87 TO 16+43 -L- RT STREAM IMPACT (36" & 48" ALT.) < 0.01 < 0.01 98 11 2 16+43 TO 16+53 -L- RT BANK STABILIZATION < 0.01 10 3 19+47 TO 19+80 -L- 2@ 12'X8' RCBC SOUTH FORK CROOK CREE 0.03 < 0.01 154 8 TOTALS*: 0.05 0.02 0.04 < 0.01 308 55 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 Tf C � L T � � �� m� /� N o� N �� _� -i� �, ,,a 0 oz N �� w zo� Q o� �� ,Y,%� N � (GJ � � � � .� � V � O � � � � � � � V � � O V L . See Sheet 1-A For Index of Sheets THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF INDIAN TRAIL. �� `�/�� Y� U1�101�1 CO U1�TY LOCATI0111: BRIDGE 258 011I SR 1008 OVER SOUTH FORK CROOIZED CREEK A1VD IMPROVEMENT OF THE INTERSECTION OF SR 1009 A11ID SR 1371 TYPE OF WORK GRADI11tG, PAVI11lG, DRAZ11tAGE A111D CULVERT BEGIN CONSTRUCTION -L- STA13+50.00 `- SR 1008 /NDIAN TRAIL _____--' �� TO NC 84 ROAD SOUTH �%-'-- ,� :` j �I 11 i� BEGIIV TIP PROJECT B-5243 ; `; -L- STA. l3 + 75.00 ' ` ; -- ; `, �--- 1\i= . BEGIN CONSTRUCTION -Y - ST A. l7+/8,00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II GRAPHIC SCALES I 40 20 0 50 700 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) l0 5 0 t0 20 PROFILE (VERTICAL) , DESIGN DATA ADT 2016 = 15,900 ADT 2036 = 19,350 K = 9 % D = 65 % T = 5 % * V = 40 MPH * TTST =1% DUAL 4% FUNC CLASS = MAJOR COLLECTOR SUB REGIONAL T�ER , ��MON OR rPRn, TE� i•�, � -_ w � BEGIN CULVERT V -L- STA.19+54.71 �� 4 � � Y �' �� wi,�, ,� -�- � lr �t! a a�� i � � I i -� � ph � � Z END CULVERT W -L- STA. 19+79.71 O U i1U1 1� '� ,•,, o �'�,�° �� ,�, o �� o ;��, `i � o � R� � �� z pR ,; o F � �, rn 5�� ! �� SR \��\ -� `0 � 0 z � 0 rn PROJECT LENGTH \�Ji END CONSTRUCTION -Y- STA.24t20.00 LENGTH OF ROADWAY TIP PROJECT B-5243 = 0.182 MILES LENGTH STRUCTURE TIP PROJECT B-5243 = 0.005 MILES TOTAL LENGTH OF TIP PROJECT B-5243 = 0.187 MILES � 0 SR /008 /Np�q R �� ,qOA � SOUTy END CONSTRUCTION -L- PT STA26+26.93 END TIP PROJECT B-5243 -L- STA. 23 + 61.42 Prepo�ed in fAe Office of: DIVISIOIV OF HIGHWAYS 1000 Blrch Ridge Dr., Raleigh NC, 276I0 20/2 STANDARD SPEC/F/CAT70NS RIGHT OF WAY DATE: JANUARY 16, 2015 LETT/NG DATE: JANUARY 19, 2016 .E. BREW, PE YROJECT ENGINEER I.T. YOUNIS PROJECT DESlGN ENGINEEft 'A'IB PI'AT6 PROIHCI' REP6R8NC6 N0. �� B-5243 srwre oaa.Nn .�.vaa.Na 42845.1.1 BRSTP-1008 2 42845.2.FD1 BRSTP-100812 I�I U69CRIVTION PE WW & UTIL. � , ✓� � ��ti��1 ��5� HI'DRAULICS ENGINEER �.E. SIGNAT[JRE: ROADWAY DESIGN ENGINEER S7GNATURE: P.E. PRELIMINARY PLANS DO NOT U9G POA CON9TRUCTION DIVISION OF HIGHWAYS TE OF NORTH CAROLINA � a Note: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary � � O i23 —x x x— � —� � � _ _ _ _MlB_ _ _ _ xLB E<B Known Soil Contamination: Area or Site � Potential Soil Contamination: Area or Site — �� BUILDINGS AND OTHER CULTURE.• � ,�. .�. Gas Pump Vent or U/G Tank Cap O Sign � W2�� Small Mine 'SZ' Foundation � Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir �----, �____J Jurisdictional Stream —�S _ Buffer Zone 1 sz i Buffer Zone 2 az z Flow Arrow � Disappearing Stream r— . — Spring p�—..__ ^ Wetland � Proposed Lateral, Tail, Head Ditch � E— ,�. False Sump � ��l�lE �lF 1��$�l�i �C�1[$��L��i � ��5��1� ��' ]�I��I�V ��5 CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• $tandard Gauge RR $ignal Milepost Switch RR Abandoned RR Dismantled RIGHT OF Wf1Y.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with _ Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite ILW Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage /Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED 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 $ymbol Pavement Removal l�EGETfITION.• Single Tree Single Shrub Hedge Woods Line � CSX TRANSPoR7ATlON O MILEPOST 35 � swircH �� ia �✓ ✓. i� i, �✓ /h\ �� J c.. _., —E TDE PDE DUE PUE TUE AUE � FEATURES.• C F Orchard Vineyard �.�. `� � C�I `� �: �ZI �' � �1 � � � C � MAJOR: 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 WG Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: f� Q f:� Q Vineyard CONC — � CONC WW I � CONC HW >----------C � ce OO 5 • • O /� r �� CR Existing Telephone Pole f Proposed Telephone Pole � r r r � Telephone Manhole OO n n � Telephone Booth ❑O n n n n Telephone Pedestal ❑T 0 Telephone Cell Tower � � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable ' � Designated U/G Telephone Cable (S.U.E.*) — - - - -*- - - - o Recorded U/G Telephone Conduit *_ Designated U/G Telephone Conduit (S.U.E.*� - - - -*�- - - - �,,_, Recorded U/G Fiber Optics Cable '°� Designated U/G Fiber Optics Cable (S.U.E.*j- ----� F�- -- WATER: Water Manhole WO Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line • Designated U/G Water Line (S.U.E.*� - - - -•- - - - Above Ground Water Line ^�c Wa+a� N: N Satellite Dish CC N Pedestal O N Tower � U/G N Cable Hand Hole HH Recorded U/G TV Cable *• Designated U/G TV Cable (S.U.E.*) - - - -��- - - - Recorded U/G Fiber Optic Cable �° F� Designated U/G Fiber Optic Cable (S.U.E.*r ----*° F�- -- GAS: Gas Valve � Gas Meter � Recorded U/G Gas Line � Designated U/G Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line a�c cas SANITARY SEWER: Sanitary Sewer Manhole �O Sanitary Sewer Cleanout 0+ U/G Sanitary Sewer Line �: Above Ground $anitary Sewer A�c so�,to�Y sewe� Recorded $$ Forced Main Line «� Designated SS Forced Main Line (S.U.E.*) — - - - -F:S- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility TrafFic $ignal Box Utility Unknown WG Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • 0 O � —,�,�— 0 UST 0 � m AATUR E.O.I. � 9 �i � m � S UR VEY C01�TROL SHEET PRELIMII�AR Y BEGIN TIP PRO -L- STA.13 + 75.00 SR 1008 /NDIAN TRAIL ROAD SDUTH ;� U 4 714 - g �` -___---�►� ; BL-3 BL-34 ROW MARKER IRON PIN AND CAP ALIGN STATION OFFSET NORTH EAST � 14•07.68 -36.00 484623.3867 1498337.7694 L 15•65.43 35.80 484681.3158 1498581.1202 L 15•96.32 -36.00 a8a75a.4205 1a98a73.a7B3 L 17•03.35 -36.00 484829.3365 1498547.5268 L 17•64.30 -36.0m 484873.5187 1498588.1218 L 19•22.36 -36.00 484992.9436 1498687.7966 L 19•22.36 36.00 484948.7345 1498744.6258 L t9•22.36 60.00 484933.9981 1498763.5688 L 19•22.36 -60.00 485007.6800 1498668.8535 l 20•0a.00 60.00 48a995.2778 1498811.2401 L 20•00.80 36.00 485a10.0141 1498792.2970 L 20•10.00 -36.00 485062.1162 1498741.6080 L 20•1m.m0 -60.m0 485076.8526 1498722.6650 L 21•21.42 36.00 a85105.8502 1498866.8508 L 23•61.42 29.98 485298.9766 1499009.4637 L 23•61.42 -30.02 485335.8175 1498962.1060 L 23•61.42 -36.00 a85339.4899 1a98957.3853 ROW MARKER IRON PIN AND CAP ALIGN STATION OFFSET NORTH EAST v 17�40.00 -38.00 482938.5236 1499574.025a Y 17•40.00 37.00 482871.4191 1499540.5294 Y 17•40.m0 -30.00 482931.3658 1499570.4525 Y 17•40.00 38.00 482877.6822 1499543.6557 Y 17•72.05 -38.00 482924.2097 14996B2.7m14 Y 17•72.05 40.00 482854.4210 1499567.8656 Y 20•75.00 -38.00 482803.0558 1499876.4137 Y 21•90.00 40.00 482690.1334 1499957.0956 Y 22•10.00 -40.00 482758.7627 1500002.8123 Y 24•00.00 -36.00 482691.1568 1500180.4226 Y 24•00.00 35.00 482624.2844 15a0156.5672 Y 24•00.00 -30.00 a82685.5056 1500178.4067 Y 24•00.00 30.00 482628.9937 1500158.2472 U4714-7 � � � `�1�1 O �� 1 � 111 � O � �. O rn � � BL-47 B-5243 � BM#I� � � -__ i -. 1 r` �BL-35 � � iBL-36 �PRM�N OR ArE� BL-37 W v � I V � I � �'�� -----------' � � '�--------i � � ll BL-3 �; �u �� l � " ___""' 'J `_"_______ �� -, - ---- ---- , i -----------------�i -� , �, >1'� gM#2 �l � � � �� E- j lL.l � O U � V � � � V BL- -L - �BL-4 BEGIN CONSTR UCTION -Y- STA.17 + 40.00 / �� 0 `� � �v�� ,� � S .�l S�'\�~BL-46 i. � � O BM#3 0 � 5 '�`j �___--______ _ / /I o �BL - 6 '; � =�` Tp US 74 � lNb/AN TRA ROAD r Y P E I SOUTy Por END TIP PROJECT B-5243 -L- STA. 23 + 61.42 ........................................ BMl ELEVATION = 691.33 N a84577 E 1498275 L STATION 13•31 46 LEFT RR SPIKE IN 15° OAK BM2 ELEVATION - 672.58 N 484966 E 1498831 L STATION 19•89 94 RIGHT RR=SPIKE'IN.20�[OAK..=..'[.'x..'..'..'.. BM3 ELEVATION • 682.14 N 485500 E 1499237 L STATION 26•69 64 RIGHT RR SPIKE IN 24" OAK .....,< ................................. tiq O � �� s�pso c�0 O� �----------------' ` �END CONSTRUCTION ------------ BL-38��' _y_ STA.24+00.00 BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET c "'-"-""' "'--"'--"-"- '-"-"'-"-"" """--"-""' "--""""-"- "-""'-"---" '-"-"-"-"-" � � 8 U4714-8 483758.3140 1497537.3690 723.23 OUTSIDE PROJECT �IMITS 7 U4714-7 484337.5870 1498132.2920 705.51 10•61.56 27.46 RT 1 B52a3-1 484358.a930 1a98146.1750 705.08 10•86.00 21.89 RT � 3 BL-3 a8a777.a570 1a9850a.1900 683.10 16•34.9a 30.91 LT � 4 BL-4 485034.8140 149B798.7530 671.98 20•23.54 25.87 RT m � 5 BL-5 485444.4770 1499062.8930 683.88 25•07.63 22.34 LT =°LL 6 BL-6 485749.0960 1499350.4400 687.14 29•25.12 32.02 LT od NOTE: DRAWING NOT TO SCALE NOTES: PROJECT REFERENCE NO. B-5243 Location an pATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED DN THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR AqNUAENT "85243-2° WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 484815.283�ft1 EASTING: 1498556.393tft) ELEVAiION: 683.301ft1 THE AVERAGE COL�INED GRID FACTOR USEU ON THIS PROJECT IGROIIND TO GRIUI I5: 0.999849 THE N.C. LAIIBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "85243-2" TO -L- STATION 13+75.00 IS 5 42°04'36.4" W 324.01' ALL LINEAR �IAIENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 5•00.00 12•11.70 15•96.32 19•22.36 23•61.a2 26•26.93 33•53.38 483974.87m1 1497702.3473 484185.3113 1a97929.7673 484461.3567 1498221.7947 484728.5262 1498498.4800 484970.8390 1498716.2112 485317.3837 1498985.7986 485516.0737 1499161.6536 486028.4780 1499676.6019 Y TYPE STATION NORTH EAST POT 10•00.00 483235.0177 1498894.9560 PC 17•72.05 482890.2113 1499585.7277 PT 21•65.97 482735.8802 1499947.9069 PC 29•95.74 482457.0851 1500729.4360 PT 35•a1.63 482189.1802 1501153.6729 POT 46•84.77 481212.3183 1502132.9385 Y1 TYPE STATION NORTH EAST POT 10•00.00 484651.6964 1498418.9137 POT 12•90.44 484493.3616 1498662.4021 Y2 TYPE STATION NORTH EAST POT 10•e0.00 484962.2539 1498447.3491 POT 11•99.90 484825.8144 1498593.4486 Y3 TYPE STATION NORTH EAST POT ]0•00.00 485824.4662 1a99077.1963 POT 12•80.50 485601.8856 1499247.8916 Y4 TYPE STATION NORTH EAST POT la•00.00 483062.8695 1499959.1450 POT 13•22.31 482741.7416 1499931.6122 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICAI.LY BY SF.I,F,CTING PROJF,CT CONTROL DATA AT: IITTPS.✓/CONNECT.NCDOT.GOU/2ES0 URCES/LOCATION THE FILES TO BE FOUND AEtE AS FOLLOWS: 85243 LS CONTIZOL.TXT B5243_LS_LOCAL.TXT 2. SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER INFORMATION IS NE�DED, PLEA.SE CONTACT THL LOCATION AND SURVEYS UNIT. SHEET NO. 1-C 3. PROJECT CONTROL ESTABLISFIED USING GLOBAL POSITIONING SYSTEM, UTILIZING THE NCCS HTN SYSTEM (VRS). MONUMENTS USED OR SET FOR PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT.� • INDICATES GEODETIC CONTROL MONUMENTS FOR HORIZONTN, CONTROL ■ INDICATES BASELINE MONUMENTS FOR HORIZONTAL PROJECT CONTROL 8 INDICATES BENCHMARKS FOR VERTICAL CONTROL � a � FINAL PAVEMENT SCHEDULE PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C1 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD., IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE 59.56, C 2 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH,TO BE PLACED IN LAYERS NOT EXCEED 2" IN DEPTH. PROP. APPROX. 4.0" ASPHALT CONCRETE INTERMEDIATE COURSE, D1 TYPE I19.06, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE S9.56, D 2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH. PROP. APPROX. 4.0" ASPHALT CONCRETE BASE COURSE, TYPE B25.06, E1 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 625.0B, E 2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 3.0" IN DEPTH OR GREATER THAN 5.5" IN DEPTH. Fj 2'-6" CONCRETE CURB AND GUTTER. S PROP 4" CONCRETE SIDEWALK T EARTH MATERIAL. �f EXISTING PAVEMENT. W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL). NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UN�ESS SHOWN OTHERWISE. PROPOSED CI LINK FENC CULVERT EXISTING� GRADE DETAIL 'A' DETAIL SHOWING CHAIN LINK FENCE LOCATION ALONG CULVERT cUSE IN CONJUNCTION WITH TYPICAL SECTION 2) —L— STA. 19+55.00 TO 79+85.00 (LT.) VAR.SEE X—SECTIO� V X—: VAR. SEE X-SECTIONS � SURVEY 5' 4'-6" S R oz . I �� T b" GRADE TO THIS LINE Detail Showing Method of Wedging C� -L- (SR 1008) $ I VARIES I 6' �� GRADE � 6' TO 7' * S � �� POINT C� R D1 ..oz o2 . , .02 — — — — — — — — — — ;� � tt^ »„ T .1 U W � E1 6„ TYPICAL SECTION NO. 1 GRADE TO THIS LINE *-L- STA. 13 + 75.00 TO 14 + 71.70 -L- STA. 14 + 71.70 TO 19 + 25.00 -L- STA. 21 +25.00 TO 21 +85.00 � -L- (SR 1008) I 14'-0" 12'-0" 14'-0" 2' 10'-0" 14,_0„ W/( � GRADE � C� � POINT Cl � i v�� El �� Dl E� � � 6" GRADE TO THIS LINE GRADE TO THIS LINE TYPICAL SECTION NO. 2 -L- STA.19+25.00 TO 21+25.00 � -L- (SR 1008) PROJECT REFERENCE NO. SHEET NO. B-5243 2A-1 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION �'�I' ,��1 t�`� VAR.SEE X-SECTIONS **VARIES SEE PLANS FOR TYPICAL SECTION NO. 3 SIDEWALK TRANSITION —L— STA. 21 + 85.00 TO 23 + 61.42 i _ _ ��+ wn.uaM OB 572T >ro � �\ �II � 'I'I V 6 � � N DETAIL B SPECIAL LATERAL 'V' DRCH � rvoi m s�oie� ,j.1 °� Slope Gro��d z:) p F� g� d Geoie.�ue Min.D=� 1.0 Ft. Fobnc Type af Liner= CLA55 B Rip-Rop Max. d= 0.5 Ft. FROM STA. 14+00 TO STA. 14+42 -l- LT -L - Pl Sto 17t59b2 0 = 8'07' l9l fLTI o = r �r 2a.o� L = 326.04' T = /6329' R = 2.30i0A0' e = SEE PLANS DETAIL C RIP RAP AT EMBANKMENT I Nor+o s�aie� 10'm'in. z- . �m��o. oa�n Grade GEOTE%TILE FABRIC 9 TONS CL 'll' RIP RAP W/8 SY GEOTE%TILE STA.79+64 -L- RT � A ti ,p0 O 2 O i� � FROM STA.19+67 TO STA.21+64 -L- RT INLEf TYPICAL iie..,o u� TO sc`oowHSrunM� EXISTING CLASS I RIP RAP _--� GROUND "' -' _'3� '� ' • CLASS I RIP RAP S H H EST TONS CLA55 'I' =26 TONS EST GEOTEXTILE FABRIC = 24 5Y DDE = 50 CY N 2p�ysSS�f \ � PROIECT REFERENCE NO. SHEET NO. B-5243 4 RhV SHEET NO. :OADWAV DESIGN HYDRAUUCS ENGINEER ENGINEER I'RELIMINARY PLANS DO NOT USE POR CONSTRUCTION ISEE SHEET b FOR PROFILE OF -L- �SEE SHEET b FOR PROFILE OF -Y2- / / / /LIPqY K. WN.LIAM$ en� �ti� M4RLENE W.CONNELL � DB 3373 PG 760 ;�; It� ? � �?�� % �� _i� i?�p � Y 'p �i� >�C �� ' ` ��' � 4;� �, �? ��„�'� �' !j ` � �h m •�b P h ti / END CONSTRUCTION - ---- -_ ,�—_" I �—r�— I SNARON PRiCE ` JOYCE PMCE � DB 5957 PC OW ��, �� ( /' ��4.^r-�vn � " �,�,-� uQ r ��i� 4i _ �P ��I IS6kD ISflKO r� �� •� a IE II I i � � W \ � t� i f> ' � � I� �� ?I � i� �� r �I 'm i � � i � �.i 3 a� Isg� \ / B � L_____ �_I C v a CC �O� � s� s c�� O� 2 15 wn��acE �.cROwE�� OB ?77? PC 77? �Y � P/ Sto /9+6925 � = 553'37.4lLT! D = � 45' OOA' L = 39393' T = l97 20' R = 3274.04' e = SEE PLANS _- k. - A r ,.,ti i� � � `� �� s; � ,. z -PC Sta.O+72A5 ;, _ `� 0 � �, � ' � Lj r y ��:.zN,� �, V � �� c No � �� iseKo NoQ� � P � � • � �� • c. �ft � o�� t � � s`�, �ea n c� � J � I ��^�� i _ _.,,_T �— T �_-_ --��—ira�s��: i . _—.. �-B+k�-_—_ -�- -- I S 63' 28' 24„13' E � -r- �• . � uNK SIZE 3 iYPE - {� --_ _ I E 8"PVC � � 7j.43 3. �G' � ,� � � Iw I al x I i �� BILLIE P. CROWELL oe n3t vc �n �� .�� \�� \ \ °�\m T � \��;� a ,�, +64 1A �.a �9A9 r� � ., �.�� ' �-;r` • j �`y_ L. E E p E �. ��4 � � �F'�sr.. G . - �-` - - - -' - P _ _ — _ _--_ _— — RAY B. KILLOUGN OB 5q6 PC 656 S�� f�� ,� �� „� 5 gp•33'49g E�p-COa� �� tit � ,o, oe i3�� ,� � �� '� n / C� r � ' � } f`� / � SOIL_ � � ( 4✓ C �-- � � � �a° � � � � ,.,�.rk,r _ oon�: , ,� _ _ — -- / s, RILLOUGN-ROa�EDER I j —— t�,3 MOLDING COMPANY, LLC 7� isaKO � 3 -r�- 19 DB $�QG.VG 659 � � �I � � Y-PT t /+( 7 . � �,s �� ,"'.> �^^ -, I � ...,...�- � �e�c— � � � � Y + 5e�[i y � � �,i `' "3 � .�� ,� _r_ �,, �� 4; � '�, 5� N � �\\ „� ��ER .°' �E�-r^;, I� -- �M10— �� _ �� T_ �_� ��'r-�-i�� "_-'�-- � �0_. e �i = n � - ' ' 1"�%'� � ��i ��...� �TURN TAPfR os I BEGIN CONSTRUCTION "' -Y- POT STAl7+l8A0 BARBARA L. W. NELM$ CREEKSIDE BIBLE CN�IRCN oe na� rc tTr - DB 55f2 PG 280 16 Xs;�a,?F��rx� 1 a� �ii� I IIPLAYGROl1ND ISBK CHURCH X � S � . roNC ...., cgNC.. _ � /� esr esr�� 3 � / =FT TURN LANE ' ' �-��.'2' �`j '��.` '�I PUE %/ � a � �-1 // ;� ne / C3L-37 �3 � � 1 +Qy / ar �vm. s+g,.�� p" �3 ��: / � , �—� 1 d /� ��4.�� t� 34.44- /,� � � p rrr. l I � BM�,. � � � � �ocK , -Y4-POT 13+223/= � 9 � 4' �j � / / � � � ISROGKD -Y- POC 2/+48.66 ` � � _ � � , I _ � � �ROCK\ \ � _ � i �� R i Nc �'<. � /� / � y �� ' 9� �02 � I � �� // o /� Pos� G I � M�� I I �� / / / 3 O h O N P 0 y / PROJECT REFERENCE NO. � SHEET NO. I RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION DENiSE K�LOUCi+ W�NDN4M BRiA�Ng N�EZ4�L WiNDNeAM DB 4107� PG�73T SEE SHEET 7 FOR PROFILE OF -Y- SEE SHEET 7 FOR PROFILE OF -Y4- � {� � e� _� .'t .__��. r pK �� - C' �� 25BMD / ��I � �NCI �� , �—� / � ° p�'m %' � / y ONG \NEl� I � / �� BAf Ul I zl / / 4 VI �/� �', �� i A a � e� d � � � c� o e� -� � Q e� c� c�� (�" 5� L .'Y � �� , fl � �� 'I P� � _r_ - � a fl � ��r. , ,w E�v �— .��r. � �e �� /� � � N L f'3 � � — -- — �5 EII' �� ? I.MP —�� - � � E%�STiNG A/� / " R _ — — _ I F� - B�A� _ - --- 7 1 -- __ — _� � � H� ___ — = — I �Y� . >�IOOJ JLL1 MONHOE R� � � /15 R�P — � — X�X -- _,._�S Fs��^ CMF � _x 53TX FS ELE�X— � �+- — �� 1vPE � . - — — — i,NK � , 4� � -;P� �- cxisrrc�c air � � �� ' �0" � V�`' � � 67.25 � 32.5� / T.� E / IO RT. / / . � / isFo END CONSTRUCTION � �� -Y- POT STA24+20.00 �� oNC � k 4:., � i /w `_ I " � � � 18 i�M / �� VERNON NASN � � I ; / OB p08 PG �92 �' n�� ° / f� = I G �� e ry� y [—' Jjy k �$ � M z�; / €� � a KENNETX C,GANTj,�R, / � JOYC CANTZ DB Q� PG 4B9 �/ �� / 70'2�•Q4' E � 5 — =1P Eip 116.14' / �,s�`' o F� a W / / ROBERT E.JONNSON $ALLY H.JOMNSON � / OB W5 PC B�8 ,X I �/ '/ �� / � k �/ � �� ;; � � �� / I; � l: l: 5 l: l: l: