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Home My WebLink About20150671 Ver 1_Application_20150710 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6000 FAX: 919-212-5785 WEBSITE:NCDOT.GOV LOCATION: CENTURY CENTER, BUILDING B 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 July 10, 2015 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Loretta Beckwith NCDOT Coordinator Subject: Application for Section 404 Nationwide Permit 23 and 33 and Section 401 Water Quality Certification for the proposed replacement of Bridge No. 577 over Hunting Creek on SR 1538 (Whiteside Road) in Rutherford County, Federal Aid Project No. BRSTP-1538(8), Division 13, TIP No. B- 5395, Debit $270 from WBS 46110.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 577 over Hunting Creek with a 76’ long, 12’x12’ triple-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, there will be 141 linear feet of permanent stream impacts and 0.01 acre of temporary stream impacts. 1 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 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 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. 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 577 over Hunting Creek on SR 1538 2b. County: Rutherford 2c. Nearest municipality / town: Logan 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-5395 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 applicable): not 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 Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 2 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: 3 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 35.4295 Longitude: - 81.8510 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 2.4 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Hunting Creek 2b. Water Quality Classification of nearest receiving water: WS-V 2c. River basin: Broad 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, 30% developed or disturbed lands (roadsides and residential areas), and 40% cultivated land (agricultural fields and pastures). 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 200 3d. Explain the purpose of the proposed project: The purpose of this project is to replace a structurally deficient (sufficiency rating of 21.7 of 100 and structural evaluation appraisal of 2 of 9) and functionally obsolete bridge (deck geometry rating 4 of 9). 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 101-foot three-span bridge with a triple barrel 12'x12' 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? Comments: Only 1 perennial stream within construction footprint. Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Erin Cheely Agency/Consultant Company: NCDOT Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 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. 4 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Yes No Corps DWQ Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ 2g. Total wetland impacts 0 Permanent 0 Temporary 2h. Comments: No wetlands within the construction footprint. 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. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T 3 @ 12’x12’ RCBC Hunting Creek PER INT Corps DWQ 13 141 Site 1 P T 3 @ 12’x12’ RCBC Hunting Creek PER INT Corps DWQ 13 43 (0.01 ac) Site 2 P T PER INT Corps DWQ Site 3 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 141 Perm 43 Temp (0.01 ac Temp) 3i. Comments: 5 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 individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 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 pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Exca vated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6 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 any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) 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. 7 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, outside barrels will have a 3’ sill). The culvert has been designed to maintain the existing stream slope, low flow channel dimensions, low flow velocities and to provide a smooth transition from upstream to downstream with no sharp bends at the inlet or outlet. A shoulder berm gutter will be utilized along the guardrail to eliminate erosion and the catch roadway drainage. A storm drainage system will be in place to catch all stormwater from the roadway and discharge it into a rip-rap lined ditch to dissipate energy before entering the stream. 1b. 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. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank 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: 141 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 acres 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 43 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. 8 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 buffer mitigation? Yes No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (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: 9 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 within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If not, explain why. Comments: If required from 1a, see attached buffer permit drawings. Yes No 2. Stormwater Management 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. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW 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 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 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.) Comments: Programmatic Categorical Exclusion (PCE) approved 4/24/14 Yes No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 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 additional development, which could impact nearby downstream water quality? Yes 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 (Version 2.01; Released December 2014) 46110.1.1 TIP No.:B-5395 County(ies):Rutherford Page 1 of 2 TIP Number:Date: Phone:Phone: Email:Email: County(ies): CAMA County? No Design/Future:Year:2040 Existing:Year: Threatened/Endangered Species?Comments: No Wetlands within Project Limits? NoneSupplemental Classification: Rural Residential Hunting Creek 9-41-14-2 1.6 .116 miles Project Description Proposed Project BroadRiver Basin(s): City/Town: 2.4 Typical Cross Section Description: Surrounding Land Use: General Project Narrative: (Description of Minimization of Water Quality Impacts) No smorgan@ncdot.gov Address: 3/23/2015 Rutherford Stephen Morgan, PE Raleigh, NC 27599-1590 WBS Element: Bridge ReplacementWBS Element: Carlas Sharpless, PENCDOT Contact: 919-707-6739 Raleigh, NC 27699-1590 Contractor / Designer: 919-707-6750 1590 Mail Service Center North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Project Type: 1590 Mail Sevice Center Address: General Project Information B-539546110.1.1 Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) The project involves replacing Bridge 577 on SR 1538 (Whitesides Rd.) over Hunting Creek in Rutherford County. The existing structure is a 3-span 101' bridge, and will be replaced with a 3@12'x12' RCBC Buried 1' w/ sills in the exising location. The existing roadway consists of 20' of BST with shoulder section. The proposed roadway is a 2-10 foot travel lane facility with grass shoulders and variable slopes to tie into natural ground. Shoulder berm gutter will be utililized along the guardrail to eliminate erosion and to catch roadway drainage. A storm drainage system will be in place to catch all stormwater from roadway and discharge it into a rip-rap lined ditch to dissapate energy before entering the stream. The roadway will remain in the existing location and will utilize vertical grade alignments that will minimize impacts while providing a safe transportation facility for the public. N/ABuffer Rules in Effect: 1,020 2-10 foot travel lanes with 3' grass shoulder(7' w/ guardrail) and variable side slopes to tie- in. Waterbody Information 2013 NCDWR Stream Index No.: NRTR Stream ID: Annual Avg Daily Traffic (veh/hr/day): Existing Site Project Length (lin. miles or feet): ac. Surface Water Body (1): Water Supply V (WS-V) NCDWR Surface Water Classification for Water Body ac. 1,200 csharpless@ncdot.gov Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?No Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative) (Version 2.01; Released December 2014) 46110.1.1 TIP No.:B-5395 County(ies):Rutherford Page 2 of 2 Sheet No.:4 Station:21+66.21 Culvert Height (ft): Culvert Length (ft) % % Evaluate/Describe Roadway Geometric Constraints: Although there were no geometric constraints, the use of a bridge crossing at this site would have required extensive changes to the grade, thus increasing the footprint substantially. A culvert crossing will allow the roadway grade to follow the existing with minimal changes, thus minimizing impacts along the project. Proposed Culvert 2-yr Outlet Velocity (ft/s):2.5 Natural Stream Channel 10-yr Velocity (ft/s):4.2 Proposed Culvert 10-yr Outlet Velocity (ft/s):3.9 Roadway Geometric Considerations Bank Stabilization:Class II Rip-Rap on Banks Natural Stream Channel 2-yr Velocity (ft/s):3.7 Outlet Velocities Sharp Bends at Inlet/Outlet? (describe culvert alignment with stream) No Culvert provides a smooth transition from the upstream to downstream with no sharp bends at entrance and outlet. Stream Realignment Necessary? (provide justification) No Culvert is located in existing stream with no sharp or sudden bends so a stream realignment will not be necessary. Culvert/Stream Alignment Stream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability: The stream channel is relatively straight through the reach of the stream where the culvert will be placed. There are minor bends up and downstream of the culvert in the existing stream. Bed Forms Impacted by Culvert (riffles, pools, glides, etc.): A natural low flow bench has formed in the streambed just upstream of the existing bridge. The placement of small boulders and cobbles has established slightly curvy low flow channel approaching the culvert. Low Flow Floodplain Bench Required? (provide justification) Yes Floodplain Benches will be required to maintain the width of the natural stream since the proposed structure is wider than the proposed stream. Floodplain Benches will be placed at the entrance and outlet of the culvert in the outer sills to provide a smooth f High sills in the outer barrels will maintain a low flow channel of approximately 12’ wide through the middle barrel.Proposed Sills/Baffles:High Sills are utilized in outer barrels to maintain the natural channel width through the proposed structure. A low sill was utilized in the center barrel to maintain the establishment of native streambed material along the floor of the proposed culvert. - 1’ high sill/baffle in center barrel, 3’ high sills/baffles in outer barrels. Sills are to be placed at culvert entrance and culvert exit, with one baffle at the centerline of the culvert. Existing Low Flow Velocities in the Stream (ft/s):1.6 ft./sec Proposed Low Flow Velocities Through the Culvert (ft/s):1.6 ft./sec Alternating Low Flow Sills/Baffles:The stream is not recognized as a designated trout stream. Alternating sills/baffles were not utilized since one barrel is approximately the same width as the natural channel. Culvert Burial Proposed Culvert Burial Depth (ft):1 Existing Streambed Material:cobbles,small boulders, and silt Proposed Low Flow Dimensions Through the Culvert: Avoidance and Minimization Efforts: (Bridge to Culvert) The proposed culvert will be buried 1 ft. with a 1 ft. sill in the center barrel to allow for native material to remain in a low flow channel. 3 ft. sills are placed in the outer barrels to maintain a low flow channel in the center barrel of the proposed structure. The culvert maintains the existing stream slope, low flow channel dimensions, low flow velocities and provides a smooth transition from upstream to downstream with no sharp bends at the inlet or outlet. Stream Slope Fish and/or Aquatic Life Passage Existing Average Stream Slope (%):0.8 +/-Existing Low Flow Channel Dimensions in the Stream: The existing low flow channel width up and downstream of the culvert is approximately 13’ with an average depth of 1.0 ft. Proposed Culvert Slope (%):0.80 Surface Water Body:(1)Hunting Creek 12Culvert Type:Reinforced Concrete Box Culvert 12 Proposed Structure Summary Sheet No. & Station Drainage Area (ac or sq mi): Number of Culverts:3 Culvert Width/Diameter (ft): North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS WBS Element: Bridge to Culvert Avoidance and Minimization DT =====ADTADT 4 11 %FUNC CLASS = LOCAL H U N TI N G CREEK 2550100502550100505102010 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 102012002013204070% 8 % *DUAL = 5%* TTST = 3% R U T H E R F O R D C O U N T Y VICINITY MAPDETOUR ROUTE - L - P O C S t a . 2 4 + 7 5 . 0 0 E N D T I P P R O J E C T N o . B - 5 3 9 5 -L- POT Sta. 18+25.00 BEGIN TIP PROJECT No. B-5395 K E V I N E . M O O R E , P . E . TO PEARIDGE ROAD 1007 1796156015381594162415611538171117091007 17121538 15591559 10071558 1716 1715170517061715170717141709171017961706100715591538170615381007170217021558641701CSX RAILROAD PROJECTLOCATION W H I T E S I D E S R O A D S R 1 5 3 8 TO BOSTIC SUNSHINE HW Y 38.34’ J A N U A R Y 2 3 , 2 0 1 5 J A N U A R Y 1 9 , 2 0 1 6 S T E V E N D . K E N D A L L , P . E . B E G I N C U L V E R T - L - S T A . 2 1 + 4 8 . 2 1 E N D C U L V E R T - L - S T A . 2 1 + 8 4 . 3 5 SUBREGIONAL TIER - L - K LE N G T H R O A D W A Y T I P P R O J E C T B - 5 3 9 5 = 0 . 1 1 6 M i l e s LEN G T H S T R U C T U R E T I P P R O J E C T B - 5 3 9 5 = 0 . 0 0 7 M i l e s T O T A L L E N G T H T I P P R O J E C T B - 5 3 9 5 = 0 . 1 2 3 M i l e s This project is not within any Municipal Boun d a r i e s Clearing on this project shall be performed t o t h e l i m i t s e s t a b l i s h e d b y M e t h o d I I V = 45MPH**** DESIGN EXCEPTION 000PROFILE (HORIZONTAL) 4 6 1 1 0 . 1 . 1 P . E . 4 6 1 1 0 . 2 . F D 1 R / W , U T I L I T I E S C O N S T R U C T I O N B R S T P - 1 5 3 8 ( 8 ) B R S T P - 1 5 3 8 ( 8 ) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F . A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . SH E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N C R E E K O N S R 1 5 3 8 ( W H I T E S I D E S R O A D ) L O C A T I O N : R E P L A C E M E N T O F B R I D G E N o . 5 7 7 O V E R H U N T I N G T Y P E O F W O R K : G R A D I N G , P A V I N G , D R A I N A G E , A N D C U L V E R T 09/08/99 B - 5 3 9 5 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 000 See Sheet 1A For Index of Sheets$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CONTRACT: C203665 TIP PROJECT: B-5395 ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T N A D 8 3 NAD 83/95 NC GRID $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . 4 B - 5 3 9 5 P L A N V I E W TSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY SSSURFACE WATER DENOTES IMPACTS IN G R A P H I C S C A L E 0 ’ 1 0 0 ’ 2 0 0 ’ 3 0 0 ’ 1 0 0 ’ S c a l e : 1 " = 1 0 0 ’ S H E E T 2 O F 6 P E R M I T D R A W I N G T H UNTI NG CRE E K SOIL DRIVE S P R IN G B R A N C H -EL- -EL- - E L- EXISTING R/WEXISTING R/W E X I S T I N G R / W E X I S T I N G R / W E XIS TI N G R/ W E XIS TI N G R/ W v v v v 1 5 SPRING BRANCH W O O D S WOODS W OODS WOODS WO O DS W O O D S WOODS W O O D S W O O D S W O O D S TO PEA RIDGE ROAD 48" WW 15" CMP S HTR 8.5’ BS T D RI VE TT25PR 2 5 P R S E R VI C E SERVICE 2 5 P R W O O D S WOODS WOODSWOODS W O O D S W O O D S W O O D S S R 1 5 3 8 W H I T E S I D E S R D . H E A D S P R I N G 9’ SOIL & CONC. DRIVE9’ SOIL & CONC. DRIVESERVICE PEDISTAL TELEPHONE BELL SOUTH 12 ’ GRAVEL DR IVE 12’ G R A V E L D RI V E S ER VI C E 15" CMP S R 15 3 8 W HI T E SI D E S R D 2 1.5’ B S T T O S U N S HI N E 24" RCPINV. IN = 962.20’24" RCPINV. OUT = 959.43’ D W H T R D S G H T R PEDISTAL TELEPHONE BELL SOUTH SERVICE 1 5 " C M P 4 3 2 W O O D S P I S t a 2 3 + 3 8 . 5 2 06 EXIST. 20+00 25+00 15 " RC P - IV 1 8 " R C P - I V 1 5 " R C P - I V 1 5 " R C P - I V 2:1 2:1 D ( N o t t o S c a l e ) d S T A N D A R D ’ V ’ D I T C H T A I L D I T C H A T S T A . 2 2 + 1 7 L T . T y p e o f L i n e r = C l a s s B R i p - R a p M a x . d = 1 F t . M i n . D = 2 F t . D E T A I L 1 G r o u n d N a t u r a l G r o u n d N a t u r a l G e o t e x t i l e W/ ELBOWS18" CSP 2 G I T B 2 G I T B2 G I T B 2 G I T B G e o t e x t i l e f o r D r a i n a g e = 3 7 S Y R I P R A P C l a s s B = 1 2 T o n s S e e D e t a i l ’ 1 ’ D i t c h S p e c i a l T a i l FF F F F F F F F F F F F F F F F F F F NAD 83/95 NC GRID $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . 4 B - 5 3 9 5 P L A N V I E W TSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY SSSURFACE WATER DENOTES IMPACTS IN G R A P H I C S C A L E 0 ’ 1 0 0 ’ 2 0 0 ’ 3 0 0 ’ 1 0 0 ’ S c a l e : 1 " = 1 0 0 ’ S H E E T 3 O F 6 P E R M I T D R A W I N G T H UNTI NG CRE E K SOIL DRIVE S P R IN G B R A N C H -EL- -EL- - E L- EXISTING R/WEXISTING R/W E X I S T I N G R / W E X I S T I N G R / W E XIS TI N G R/ W E XIS TI N G R/ W v v v v 1 5 SPRING BRANCH W O O D S WOODS W OODS WOODS WO O DS W O O D S WOODS W O O D S W O O D S W O O D S TO PEA RIDGE ROAD 48" WW 15" CMP S HTR 8.5’ BS T D RI VE TT25PR 2 5 P R S E R VI C E SERVICE 2 5 P R W O O D S WOODS WOODSWOODS W O O D S W O O D S W O O D S S R 1 5 3 8 W H I T E S I D E S R D . H E A D S P R I N G 9’ SOIL & CONC. DRIVE9’ SOIL & CONC. DRIVESERVICE PEDISTAL TELEPHONE BELL SOUTH 12 ’ GRAVEL DR IVE 12’ G R A V E L D RI V E S ER VI C E 15" CMP S R 15 3 8 W HI T E SI D E S R D 2 1.5’ B S T T O S U N S HI N E 24" RCPINV. IN = 962.20’24" RCPINV. OUT = 959.43’ D W H T R D S G H T R PEDISTAL TELEPHONE BELL SOUTH SERVICE 1 5 " C M P 4 3 2 W O O D S P I S t a 2 3 + 3 8 . 5 2 06 EXIST. 20+00 25+00 15 " RC P - IV 1 8 " R C P - I V 1 5 " R C P - I V 1 5 " R C P - I V 2:1 2:1 D ( N o t t o S c a l e ) d S T A N D A R D ’ V ’ D I T C H T A I L D I T C H A T S T A . 2 2 + 1 7 L T . T y p e o f L i n e r = C l a s s B R i p - R a p M a x . d = 1 F t . M i n . D = 2 F t . D E T A I L 1 G r o u n d N a t u r a l G r o u n d N a t u r a l G e o t e x t i l e W/ ELBOWS18" CSP 2 G I T B 2 G I T B2 G I T B 2 G I T B G e o t e x t i l e f o r D r a i n a g e = 3 7 S Y R I P R A P C l a s s B = 1 2 T o n s S e e D e t a i l ’ 1 ’ D i t c h S p e c i a l T a i l 918 919 9 19 919 9 1 9 9 2 0 920 920 920920 920 9 2 0 9 2 0 9 2 0 9 2 0 921 9 2 1 9 2 1 921 921 921 9 2 1 921 921 922 9 2 2 922 922 9 22 922 922 9 2 2 923 9 2 3 9 23 923923 923 923 923 923 924 924 924 9 2 4 9 2 4 924 924 9 2 4 924 9 2 4 924 9 24 925 925 925 925 9 2 5 925 9259 2 5 925 925 9 2 5 925 925 925 925 925 925 9 2 5 925 926 926 926 9 2 6 926 92 6 926 9 2 6 926 926 927 927 927 927 927 927 927 9 27 9 2 7 928 928 9 2 8 928 9 28 9 2 8 928 928 928 92 8 928 928 9 2 8 929 929 929 929 9 2 9 9 2 9 929 930 9 30 930 930 9 3 0 9 3 0 9 30 930 930 930 930 930 9 3 0 9 3 0 930 930930 930 931 931 931 9 3 1 9 31 931 931 931 932 932 932 932 932 932 9 3 2 932 933 933 933 933 933 933 9 3 3 933 934 934 9 3 4 9 3 4 934 934 934934 935 93 5 935 935 935 935 9 3 5 935 9 3 5 935 935 9 3 5 9 3 5 935 935 9 35 936 9 3 6 936 9 3 6 9369 3 6 9 3 6 936 936 9 3 7 9 3 7 937 937 937 937 9 3 7 937 9 3 8 9 3 8 938 9 38 938 938 9 3 8 938 9 39 9 3 9 9 3 9 9 3 9 939 939 9 3 9 939 940 94 0940 940 940 9 4 0 940 9 4 0 940 940 940 940 9 4 0 9 4 0 940 940 941 941 941 941 941 941 9 4 1 941 942 94 2 942 9 4 2 942 942 9 4 2 942 943 943 9 4 3 943 943 9 4 3 943 944 944 944 944 944 9 4 4 944 944 944 945 9 4 5 9 4 5 945 9 4 5 945 945 9 4 5 945 9 4 5 9 4 5 945 945 945 945 945 9 4 5 946 946 9 4 6 946 946 946 946 946 947 9 4 7 947 947 947 947 947 9 4 7 948 9 4 8 948 948 9 48 948 9 48 9 4 8 9 4 8 9 4 9 9 4 9 949 949949 949 949 949 9 4 9 950 95 0 9 5 0 9 5 0 950 950 950950 950 950 9 5 0 950 950 9 5 0 950 950 9 5 0 951 951 9 5 1 951 951 951 9 5 1 9 5 1 951 952 952 9 5 2 952 952 9 5 2 952 9 5 2 953 953 9 5 3 953 953 9 5 3 9 5 3 953 9 54 954 95 4 954 9 5 4 954 9 5 4 954 955 955 9 5 5 9 5 5 9 5 5 955955955 9 5 5 955 955 955 955 9 5 5 9559 5 5 95 6 956 956956 956 9 56 9 5 6 956 9 57 957 957957 957 957 95 7 957 9 5 8 958 958958 958 958 958 958 9 59 959959959 9 5 9 959 9 5 9 959 960 960 9 6 0 960 9 60 960960960960 9 6 0 960 960 9 6 0 960 960 9 6 0 960 9 6 1 9 6 1 961961 9 6 1 961 9 6 1 961 9 62 9 6 2 962962 9 6 2 9 6 2 962 962 9 6 3 963963 9 6 3 963 963 963 963 9 6 4 964964 9 6 4 964 964 9 6 4 964 965 9 6 5 9 6 5 965965965965 9 6 5965 965 965 9 6 5 9 6 5 9 6 5 965 9 66 966966 9 6 6 966 966 966 966 9 6 7 967967 9 67 967 967 9 6 7 967967 968 968968 9 6 8 968 968 968 968 969 969969 969 969 9 6 9 969 970 970 9 7 0 970 970970970970970 9 7 0 970 970 970 970 970 970 9 70 971 971971971 9 7 1 971 971 971 972 972972972972 972 9 7 2 972 9 7 2 973 973973973973 973 9 7 3 973 97 3 974 974974974974 974 9 7 4 974 974 975 975 975 975975975975975975975 975 975 9 7 5 9 7 5 975 9 7 5 9 75 976 976976976976 976 976 976 976 976 977 977977977977 977 977 977 977 978 978978978978 978 978 978 978 97 9 979979979979 979 9 7 9 979 980 9 8 0 980 980 980980980980980980 980 9809 8 0 9 8 0 980 980 980 981 981981981981 981 9 8 1 981 982 982982982 982 9 8 2 982 983 983983983 983 9 8 3 983 984 984984 984 9 8 4 984 985 985985 985985985985985985 985 985 985 9 8 5 985 985 985 986 986986 9 8 6 9 8 6 9 8 6 9 8 6 987 987987 987 9 8 7 9 8 7 9 8 7 988 988988 988 9 8 8 988 9 8 8 989 989989 989 989 989 9 8 9 990990990990990990 990 9 9 0 990 9 9 0 990 990 990 991 991991 991 991 991 9 9 1 992992 992 992 992 9 9 2 993 993 993 9 9 3 994 994 994 9 9 4 995995995 995 9 9 5 995 995 995 996 996 996 9 9 6 997 997 997 9 9 7 998 998 9989 9 8 999 999 9999 9 9 10001000 1000 1000 1 0 0 0 10 0 010 0 0 1000 1001 1001 1001 10 01 1002 1002 1002 1002 1003 1003 10 0 3 1004 1004 1 0 0 4 1005 1005 1 0 0 5 1005 1 0 0 5 1006 10 0 6 10 0 6 1007 1 0 0 7 10 0 7 1008 1008 1009 1009 10 10 1010 10 10 1011 1 0 1 1 1011 10 12 1 0 1 2 10 13 10 13 10 14 1015 10 15 1016 FF F F F F F F F F F F F F F F F F F F TSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY SSSURFACE WATER DENOTES IMPACTS IN P L A N V I E W G R A P H I C S C A L E 0 ’ 1 0 0 ’ NAD 83/95 NC GRID S c a l e : 1 " = 5 0 ’ D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S E N L A R G E M E N T $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . - U - 3 6 3 3 S H E E T 4 O F 6 P E R M I T D R A W I N G 5 0 ’ 1 0 0 ’ 1 5 0 ’ L o w - F l o w B e n c h D e t a i l 2: 1 2:1 ( N O T T O S C A L E ) E l e v a t i o n L o w S i l l M a t c h H i g h S i l l M a t c h T o p o f B u r y R i p - R a p 1 ’ 1 2 ’ 1 2 ’ a t O u t l e t e s t . 1 3 T o n a t I n l e t e s t . 1 9 T o n C l . I I R i p R a p a t O u t l e t e s t . 1 3 T o n a t I n l e t e s t . 1 8 T o n C l . I I R i p R a p 2.0’ V i e w . T a p e r a s s h o w n i n P l a n N o t e : 1 2 ’ a t C u l v e r t E n t r a n c e C U L V E R T I N L E T C U L V E R T O U T L E T T y p i c a l C h a n n e l S e c t i o n D / S T y p i c a l C h a n n e l S e c t i o n U / S ( L e f t t o R i g h t L o o k i n g D o w n s t r e a m ) ( L e f t t o R i g h t L o o k i n g D o w n s t r e a m ) N G R T . C L I I R I P R A P N G R T . 2 :1 1 9 c y E x c a v a t i o n 3 . 0 ’ S i l l 1 . 0 ’ S i l l P r o p 3 @ 1 2 ’ x 1 2 ’ R C B C 3 . 0 ’ S i l l 2 6 c y E x c a v a t i o n 2:1 1 . 0 ’ S i l l 3 . 0 ’ S i l l 1 7 c y E x c a v a t i o n 2 :1 N G L T . 3 0 0 ’ P r o p 3 @ 1 2 ’ x 1 2 ’ R C B C 2 3 c y E x c a v a t i o n 2:1 N G L T . C L I I R I P R A P 3 . 0 ’ S i l l SOIL DRIVE SPRING BRAN C H E X I S T I N G R / W E X I S T I N G R / W vvv v W O O D S WOODS W O O D S WOODS W O O D S 15" CMP WOODS W O O D S SR 1538 WHITESIDES RD.HEAD SPRING 12’ GRAVEL DRIVE 12 ’ G R A V E L D RI V E 15" CMP S 1 5 " C M P 4 32 W O O D S 06 EXIST. 15" RC P - IV 1 8 " R C P - I V 1 5 " R C P - I V 1 5 " R C P - I V W/ ELBOWS18" CSP 2 G I T B 2 G I T B2 G I T B 2 G I T B S e e D e t a i l ’ 1 ’ D i t c h S p e c i a l T a i l FFFF F F F F F F F F F F F F F F F F 171819 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 - L - 920 930 940 950 960 970 V = 2 0 m p h K = 2 0 V C = 3 2 5 ’ E L = 9 3 2 . 6 3 ’ P I = 2 1 + 6 4 . 0 0 9 7 0 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 5/28/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R B - 5 3 9 5 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$ 1 0 1 1 - D R V 1 - - D R V 2 - (-)8 .5 192 % ( +) 7.7 5 2 4 % E L E V . = 9 4 8 . 0 2 ’ E N D G R A D E - D R V 1 - S T A . 1 0 + 5 0 . 0 0 E L E V . = 9 4 3 . 7 4 ’ B E G I N G R A D E - D R V 1 - S T A . 1 0 + 1 0 . 0 0 E L E V . = 9 3 8 . 5 1 ’ E N D G R A D E - D R V 2 - S T A . 1 0 + 5 0 . 0 0 E L E V . = 9 4 1 . 3 4 ’ B E G I N G R A D E - D R V 2 - S T A . 1 0 + 1 0 . 0 0 BEGIN GRADE -L- STA. 18+25.00ELEV. = 961.51’ E N D G R A D E - L - S T A . 2 4 + 7 5 . 0 0 E L E V . = 9 5 6 . 7 4 ’ 910 P I = 1 0 + 1 5 . 0 0 E L = 9 4 3 . 6 4 ’ P I = 1 0 + 1 8 . 0 0 E L = 9 4 1 . 1 8 ’ P I = 1 0 + 3 8 . 0 0 E L = 9 3 9 . 0 3 ’ (-)10.7500%(- )4 .3 3 3 3 % S E E S H E E T N O . 4 F O R - D R V 1 - D E S I G N S E E S H E E T N O . 4 F O R - D R V 2 - D E S I G N S E E S H E E T N O . 4 F O R - L - D E S I G N 9 3 0 9 4 0 9 5 0 9 3 0 9 4 0 9 5 0 1 0 1 1 9 2 0 9 3 0 9 4 0 9 5 0 9 6 0 9 1 0 9 3 0 9 4 0 9 5 0 (- )2 .0 0 0 0 % (- )2 .0 0 0 0 %(+)12.5143 % ( 3 ) 1 2 ’ X 1 2 ’ P R O P O S E D R C B C CL S K E W = 8 5 D E G . 3 @ 1 2 ’ X 1 2 ’ R C B C , B U R I E D 1 . 0 ’ W / S I L L S G . P . E L . = 9 3 9 . 2 3 ’ C U L V E R T - L - S T A . 2 1 + 6 6 . 2 1 5 / 2 8 / 2 0 1 4 W S E L = 9 1 9 . 8 V C = 1 0 ’ V C = 1 5 ’ V C = 2 4 ’ N 6 2 3 4 7 4 E 1 1 5 0 9 0 6 L S T A T I O N 2 2 + 6 2 . 3 2 3 0 . 0 8 ’ R I G H T R R S P I K E I N B A S E O F 2 0 " S Y C A M O R E T R E E B M 1 E L E V A T I O N = 9 4 0 . 8 7 ’ * * DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE AND ASSOCIATED N I G H T T I M E S T O P P I N G S I G H T D I S T A N C E S . D E S I G N D I S C H A R G E D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N C U L V E R T H Y D R A U L I C D A T A = 1 , 2 0 0 = 2 5 = 9 2 7 . 0 = 2 , 0 0 0 = 1 0 0 = 9 2 8 . 8 4 = 6 , 3 0 0 = 5 0 0 + = 9 3 9 . 3 S H E E T 5 O F 6 P E R M I T D R A W I N G Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In 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 21+48/21+84 -L-3 @ 12'x12' RCBC 0.06 0.01 141 43 TOTALS*:0.06 0.01 141 43 0 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 SHEET 6 OF 6 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS RUTHERFORD B-5395 46110.1.1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 3/3/2015 3 8 . 3 4 ’ D T ===== A D T A D T 4 1 1 % F U N C C L A S S = L O C A L H U N TI N G CREEK 2 5 5 0 1 0 0 5 0 2 5 5 0 1 0 0 5 0 5 1 0 2 0 1 0 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 1 0 2 0 1 2 0 0 2 0 1 3 2 0 4 0 7 0 % 8 % * D U A L = 5 % * T T S T = 3 % R U T H E R F O R D C O U N T Y V I C I N I T Y M A P D E T O U R R O U T E -L- POC Sta. 24+75.00END TIP PROJECT No. B-5395 - L - P O T S t a . 1 8 + 2 5 . 0 0 B E G I N T I P P R O J E C T N o . B - 5 3 9 5 KEVIN E. MOORE, P.E. T O P E A R I D G E R O A D CSX RAILROAD P R O J E C T L O C A T I O N W H I T E S I D E S R O A D S R 1 5 3 8 TO BOSTIC SUNSHINE HW Y J A N U A R Y 2 3 , 2 0 1 5 J A N U A R Y 1 9 , 2 0 1 6 STEVEN D. KENDALL, P.E. B E G I N C U L V E R T - L - S T A . 2 1 + 4 8 . 2 1 E N D C U L V E R T - L - S T A . 2 1 + 8 4 . 3 5 * S . U . E . = S u b s u r f a c e U t i l i t y E n g i n e e r i n g N o t e : N o t t o S c a l e S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S C O N V E N T I O N A L P L A N S H E E T S Y M B O L S S U B R E G I O N A L T I E R - L - K L E N G T H R O A D W A Y T I P P R O J E C T B - 5 3 9 5 = 0 . 1 1 6 M i l e s L E N G T H S T R U C T U R E T I P P R O J E C T B - 5 3 9 5 = 0 . 0 0 7 M i l e s T O T A L L E N G T H T I P P R O J E C T B - 5 3 9 5 = 0 . 1 2 3 M i l e s 0 0 0 P R O F I L E ( H O R I Z O N T A L ) 46110.1.1P.E.46110.2.FD1R/W, UTILITIES CONSTRUCTION BRSTP-1538(8)BRSTP-1538(8) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTAL SHEETS N.C.SHEET1 D E S I G N D A T A P r e p a r e d i n t h e O f f i c e o f : SIGNATURE:SIGNATURE:P.E.P.E. D I V I S I O N O F H I G H W A Y S 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S PROJECT ENGINEER PROJECT DESIGN ENGINEER G R A P H I C S C A L E S P L A N S P R O F I L E ( V E R T I C A L ) HYDRAULICS ENGINEER ENGINEERROADWAY DESIGN C R E E K O N S R 1 5 3 8 ( W H I T E S I D E S R O A D ) L O C A T I O N : R E P L A C E M E N T O F B R I D G E N o . 5 7 7 O V E R H U N T I N G T Y P E O F W O R K : G R A D I N G , P A V I N G , D R A I N A G E , A N D C U L V E R T 09/08/99 B-5395 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 0 00 S e e S h e e t 1 A F o r I n d e x o f S h e e t s 23-JAN-2015 10:13 R:\Roadway\Proj\B-5395_Rdy_tsh.dgn $$$$USERNAME$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CONTRACT:TIP PROJECT: B-5395 A R T M ENNASOHDEPTOFTRASPORTTIONTATEOFNRTCAROLINA T h i s p r o j e c t i s n o t w i t h i n a n y M u n i c i p a l B o u n d a r i e s C l e a r i n g o n t h i s p r o j e c t s h a l l b e p e r f o r m e d t o t h e l i m i t s e s t a b l i s h e d b y M e t h o d I I V = 4 5 M P H 6 4 NAD 83 1 0 0 7 1 7 9 6 1 5 6 0 1 5 3 8 1 5 9 4 1 6 2 4 1 5 6 1 1 5 3 8 1 7 1 1 1 7 0 9 1 0 0 7 1 7 1 2 1 5 3 8 1 5 5 9 1 5 5 9 1 0 0 7 1 5 5 8 1 7 1 6 1 7 1 5 1 7 0 5 1 7 0 6 1 7 1 5 1 7 0 7 1 7 1 4 1 7 0 9 1 7 1 0 1 7 9 6 1 7 0 6 1 0 0 7 1 5 5 9 1 5 3 8 1 7 0 6 1 5 3 8 1 0 0 7 1 7 0 2 1 7 0 2 1 5 5 8 1 7 0 1 E x i s t i n g E d g e o f P a v e m e n t E x i s t i n g C u r b P r o p o s e d S l o p e S t a k e s C u t P r o p o s e d S l o p e S t a k e s F i l l E x i s t i n g M e t a l G u a r d r a i l E x i s t i n g C a b l e G u i d e r a i l P r o p o s e d G u a r d r a i l E q u a l i t y S y m b o l P a v e m e n t R e m o v a l B a s e l i n e C o n t r o l P o i n t R I G H T O F W A Y : E x i s t i n g R i g h t o f W a y M a r k e r E x i s t i n g R i g h t o f W a y L i n e h E x i s t i n g C o n t r o l o f A c c e s s P r o p o s e d C o n t r o l o f A c c e s s P r o p o s e d R i g h t o f W a y L i n e C F E x i s t i n g E a s e m e n t L i n e P r o p o s e d T e m p o r a r y C o n s t r u c t i o n E a s e m e n t P r o p o s e d T e m p o r a r y D r a i n a g e E a s e m e n t P r o p o s e d P e r m a n e n t D r a i n a g e E a s e m e n t P r o p o s e d P e r m a n e n t U t i l i t y E a s e m e n t H Y D R O L O G Y : S t r e a m o r B o d y o f W a t e r H y d r o , P o o l o r R e s e r v o i r F l o w A r r o w D i s a p p e a r i n g S t r e a m S p r i n g ; z v W K P r o p o s e d L a t e r a l , T a i l , H e a d D i t c h F a l s e S u m p P r o p o s e d C a b l e G u i d e r a i l M A J O R : B r i d g e , T u n n e l o r B o x C u l v e r t B r i d g e W i n g W a l l , H e a d W a l l a n d E n d W a l l M I N O R : H e a d a n d E n d W a l l P i p e C u l v e r t F o o t b r i d g e P a v e d D i t c h G u t t e r U T I L I T I E S : R O A D S A N D R E L A T E D F E A T U R E S : E x i s t i n g P o w e r P o l e P r o p o s e d P o w e r P o l e P U / G P o w e r C a b l e H a n d H o l e P o w e r M a n h o l e P o w e r L i n e T o w e r P o w e r T r a n s f o r m e r E x i s t i n g J o i n t U s e P o l e P r o p o s e d J o i n t U s e P o l e E x i s t i n g T e l e p h o n e P o l e P r o p o s e d T e l e p h o n e P o l e T e l e p h o n e M a n h o l e T e l e p h o n e B o o t h T e l e p h o n e P e d e s t a l U / G T e l e p h o n e C a b l e H a n d H o l e R }Tp Q l e ]/b H - F r a m e P o l e OO P O W E R : T E L E P H O N E : T e l e p h o n e C e l l T o w e r R e c o r d e d U / G P o w e r L i n e R e c o r d e d U / G T e l e p h o n e C a b l e D e s i g n a t e d U / G T e l e p h o n e C a b l e ( S . U . E . * ) R e c o r d e d U / G T e l e p h o n e C o n d u i t D e s i g n a t e d U / G T e l e p h o n e C o n d u i t ( S . U . E . * ) R e c o r d e d U / G F i b e r O p t i c s C a b l e WATER:Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line4IHa TV:TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*)r|I]GAS:Gas Valve Gas Meter Recorded U/G Gas Linenc SANITARY SEWER:Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*)d oA/G Water Above Ground Gas LineA/G GasAbove Ground Water Line Above Ground Sanitary SewerA/G Sanitary Sewer MISCELLANEOUS:Utility PoleO F S 3Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ?CONC CONC WW vv D r a i n a g e B o x : C a t c h B a s i n , D I o r J B S t o r m S e w e r S t o r m S e w e r M a n h o l e m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil B O U N D A R I E S A N D P R O P E R T Y : S t a t e L i n e C o u n t y L i n e T o w n s h i p L i n e C i t y L i n e R e s e r v a t i o n L i n e P r o p e r t y L i n e E x i s t i n g I r o n P i n P r o p e r t y C o r n e r P r o p e r t y M o n u m e n t E x i s t i n g F e n c e L i n e P r o p o s e d W o v e n W i r e F e n c e P r o p o s e d C h a i n L i n k F e n c e P r o p o s e d B a r b e d W i r e F e n c e g F 1 2 3 E x i s t i n g W e t l a n d B o u n d a r y P r o p o s e d W e t l a n d B o u n d a r y E x i s t i n g E n d a n g e r e d A n i m a l B o u n d a r y E x i s t i n g E n d a n g e r e d P l a n t B o u n d a r y B U I L D I N G S A N D O T H E R C U L T U R E : A r e a O u t l i n e G a s P u m p V e n t o r U / G T a n k C a p C h u r c h S c h o o l D a m S i g n S m a l l M i n e W e l l V MWWS x F o u n d a t i o n S B u i l d i n g y y V E G E T A T I O N : S i n g l e T r e e X Y Vineyard S i n g l e S h r u b H e d g e W o o d s L i n e O r c h a r d V i n e y a r d R A I L R O A D S : S t a n d a r d G a u g e R R S i g n a l M i l e p o s t S w i t c h R R A b a n d o n e d R R D i s m a n t l e d S FL O W D e s i g n a t e d U / G P o w e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G F i b e r O p t i c s C a b l e ( S . U . E . * ) Designated U/G Water Line (S.U.E.*)Designated U/G TV Cable (S.U.E.*)Designated U/G Gas Line (S.U.E.*)U/G Test Hole (S.U.E.*) * S . U . E . = S u b s u r f a c e U t i l i t y E n g i n e e r i n g W L B E I PB E C M CONC HW CB C S X T R A N S P O R T A T I O N M I L E P O S T 3 5 S W I T C H C e m e t e r y E X I S T I N G S T R U C T U R E S : P a r c e l / S e q u e n c e N u m b e r E AATUR End of InformationE.O.I. N o t e : N o t t o S c a l e SHEET NO.PROJECT REFERENCE NO.1BB-5395 Abandoned According to Utility Records W L B E A B E P B R W R W R W C A E T D E P D E P U E S P P T T TC TC T FO T FOWWTVTVTV FO TV FO G G SS FSS FSS ?UTL J u r i s d i c t i o n a l S t r e a m J S 12/05/11 B u f f e r Z o n e 1 B u f f e r Z o n e 2 B Z 1 B Z 2 W e t l a n d P r o p o s e d P e r m a n e n t E a s e m e n t w i t h I r o n P i n a n d C a p M a r k e r P r o p o s e d T e m p o r a r y U t i l i t y E a s e m e n t T U E I r o n P i n a n d C a p M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h D U E P r o p o s e d P e r m a n e n t D r a i n a g e / U t i l i t y E a s e m e n t A U E P r o p o s e d A e r i a l U t i l i t y E a s e m e n t C R P r o p o s e d C u r b R a m p S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S C O N V E N T I O N A L P L A N S H E E T S Y M B O L S Underground Storage Tank, Approx. Loc.Geoenvironmental BoringUST K n o w n S o i l C o n t a m i n a t i o n : A r e a o r S i t e P o t e n t i a l S o i l C o n t a m i n a t i o n : A r e a o r S i t e C o n c r e t e o r G r a n i t e R / W M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h C A C o n c r e t e C / A M a r k e r P r o p o s e d C o n t r o l o f A c c e s s L i n e w i t h B Y T H E N C D O T L O C A T I O N A N D S U R V E Y S U N I T . P R O J E C T C O N T R O L E S T A B L I S H E D U S I N G G L O B A L P O S I T I O N I N G S Y S T E M . N E T W O R K E S T A B L I S H E D F R O M N G S O N L I N E P O S I T I O N I N G S E R V I C E ( O P U S ) N O T E S : I N F O R M A T I O N I S N E E D E D , P L E A S E C O N T A C T T H E L O C A T I O N A N D S U R V E Y S U N I T . T H E F I L E S T O B E F O U N D A R E A S F O L L O W S : H T T P : //W W W . D O H . D O T . S T A T E . N C . U S /P R E C O N S T R U C T /H I G H W A Y /L O C A T I O N /P R O J E C T / P R O J E C T C O N T R O L D A T A A T : I N D I C A T E S G E O D E T I C C O N T R O L M O N U M E N T S U S E D O R S E T F O R H O R I Z O N T A L P R O J E C T C O N T R O L S I T E C A L I B R A T I O N I N F O R M A T I O N H A S N O T B E E N P R O V I D E D F O R T H I S P R O J E C T . I F F U R T H E R 1. T H E C O N T R O L D A T A F O R T H I S P R O J E C T C A N B E F O U N D E L E C T R O N I C A L L Y B Y S E L E C T I N G N O T E : D R A W I N G N O T T O S C A L E L O C A L I Z E D P R O J E C T C O O R D I N A T E S L O C A L I Z E D P R O J E C T C O O R D I N A T E S 8/17/99 23-JAN-2015 10:13 R:\Roadway\Proj\B5395_LS_1c-1.dgn $$$$USERNAME$$$$ L O C A L I Z E D P R O J E C T C O O R D I NATESLOCALIZED PROJECT COORDINATES N = 6 2 10 5 4 .6 3 2 0 E = 115 0 0 2 5 .4 0 7 0 Location and SurveysSHEET NO.PROJECT REFERENCE NO. - L - -L- NAD 83NC GRID DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B-5395-2 = GPS-2"WITH NAD 83 STATE PLANE GRID COORDINATES OF NORTHING: 621786.4680(ft) EASTING: 1149421.9790(ft)ELEVATION: 1049.57(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999762637 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM N 4337’12.4"E 1816.00’"B-5395-2 = GPS-2" TO -L- STATION 18+25.00 IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 N = 6 2 3 3 2 4 . 4 0 5 8 E = 1 1 5 0 7 1 9 . 5 8 3 5 E N D S T A T E P R O J E C T 4 2 8 4 6 .1.1 - D R I - S T A . 10 + 6 6 .0 0 BM#1 N = 6 2 3 0 3 2 .6 7 8 9 E = 115 0 6 17 .4 16 4 L O C A L I Z E D P R O J E C T C O O R D I N A T E S N C D O T B A S E L I N E M O N U M E N T ( B L - 3 ) B L - 3 N = 6 2 2 3 9 8 .5 8 2 1 E = 115 0 3 2 0 .6 6 9 2 L O C A L I Z E D P R O J E C T C O O R D I N A T E S N C D O T B A S E L I N E M O N U M E N T ( B L - 2 ) B L - 2 N = 623680.4208E = 1150973.4519LOCALIZED PROJECT COORDINATESNCDOT BASELINE MONUMENT (BL-5)BL-5 N = 6 2 3 4 4 1 . 0 3 3 0 E = 1 1 5 0 7 0 2 . 8 0 8 4 E N D S T A T E P R O J E C T 4 2 8 4 6 .1.1 - D R 2 - S T A . 11+ 5 5 . 0 0 LOCALIZED PROJECT COORDINATESNCDOT BASELINE MONUMENT (BL-4)N = 623359.3642E = 1150790.7138 BL-4N = 623733.2053 E = 1150968.4071END STATE PROJECT 46110.1.1-L- STA. 25+25.00 N = 624213.7835E = 1151005.1959LOCALIZED PROJECT COORDINATESNCDOT BASELINE MONUMENT (BL-6)BL-6 N = 6 2 18 4 5 .0 8 3 2 E = 114 9 9 0 2 .4 5 14 L O C A L I Z E D P R O J E C T C O O R D I N A T E S N C D O T B A S E L I N E M O N U M E N T ( B L - 1) B L - 1 N = 6 9 1 7 8 6 . 4 6 8 0 E = 1 1 4 9 . 4 2 1 . 9 7 9 0 CREEKHUNTING T O P E A R I D G E R D . TO SUNSHINE S R 15 3 8 W H I T E S I D E S RD.SR 1538 WHITESIDES RD. S U R V E Y C O N T R O L S H E E T B-5395 B 5 3 9 5 _ L S _ C O N T R O L . T X T -DR2- -D R 1 - ELEV.=940.87’ 22+62.32 30.08’ RFROM -L- STATIONLOCATEDBM#1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * R R S P I K E I N B A S E O F 2 0 " S Y C A M O R E T R E E L S T A T I O N 2 2 + 6 2 . 3 2 3 0 . 0 8 ’ R I G H T N 6 2 3 4 7 4 E 1 1 5 0 9 0 6 B M 1 E L E V A T I O N = 9 4 0 . 8 7 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * G P S 2 B - 5 3 9 5 - 2 6 2 1 7 8 6 . 4 6 8 0 1 1 4 9 4 2 1 . 9 7 9 0 1 0 4 9 . 5 7 O U T S I D E P R O J E C T L I M I T S B - 5 3 9 5 - 1 6 2 1 0 5 4 . 6 3 2 0 1 1 5 0 0 2 5 . 4 0 7 0 1 0 5 8 . 7 4 O U T S I D E P R O J E C T L I M I T S G P S 1 6 B L - 6 6 2 4 2 1 3 . 7 8 3 5 1 1 5 1 0 0 5 . 1 9 5 9 1 0 0 1 . 9 1 3 0 + 0 0 . 4 1 2 5 . 1 9 L T 5 B L - 5 6 2 3 6 8 0 . 4 2 0 8 1 1 5 0 9 7 3 . 4 5 1 9 9 5 6 . 9 4 2 4 + 7 4 . 7 2 1 5 . 0 4 R T 4 B L - 4 6 2 3 3 5 9 . 3 6 4 2 1 1 5 0 7 9 0 . 7 1 3 8 9 3 8 . 9 2 2 1 + 0 7 . 5 0 1 8 . 1 8 L T 3 B L - 3 6 2 3 0 3 2 . 6 7 8 9 1 1 5 0 6 1 7 . 4 1 6 4 9 6 9 . 1 1 1 7 + 3 7 . 7 0 1 9 . 0 5 L T 2 B L - 2 6 2 2 3 9 8 . 5 8 2 1 1 1 5 0 3 2 0 . 6 6 9 2 1 0 2 9 . 2 2 1 0 + 3 8 . 3 9 1 4 . 3 1 R T 1 B L - 1 6 2 1 8 4 5 . 0 8 3 2 1 1 4 9 9 0 2 . 4 5 1 4 1 0 6 1 . 2 2 O U T S I D E P R O J E C T L I M I T S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N L S T A T I O N O F F S E T B L L O C A L I Z E D P R O J E C T C O O R D I N A T E S N C D O T G P S M O N U M E N T ( B - 5 3 9 5 - 1) = G P S - 1 B - 5 3 9 5 - 1 = G P S - 2 B - 5 3 9 5 - 2 L O C A L I Z E D P R O J E C T C O O R D I N A T E S N C D O T G P S M O N U M E N T ( B - 5 3 9 5 - 2 ) B-5395 B E G S T A T E P R O J E C T 4 6 110 .1.1 - L - S T A . 1 8 + 2 5 . 0 0 1816 .0 0 ’ N 4 3 3 7 ’12 .4 "E N = 6 2 3 1 0 1 . 1 2 2 0 E = 1 1 5 0 6 7 4 . 7 8 7 6 1C-1 SHEET NO.PROJECT REFERENCE NO.Location and SurveysNGLISH ( D E S I G N A L I G N M E N T S ) ( R O W M A R K E R S ) - L - (PERMANENT EASEMENTS) - L - -L-ENGLISH (PERMANENT EASEMENTS)-L- D R V 2 T Y P E S T A T I O N N O R T H E A S T P O T 1 0 + 0 0 . 0 0 6 2 3 3 1 6 . 7 1 8 9 1 1 5 0 7 8 8 . 6 9 9 5 P C 1 0 + 1 6 . 9 3 6 2 3 3 2 4 . 6 2 7 7 1 1 5 0 7 7 3 . 7 3 0 7 P T 1 0 + 5 0 . 0 8 6 2 3 3 4 8 . 3 6 6 4 1 1 5 0 7 5 1 . 4 7 0 9 P O T 1 0 + 9 0 . 0 0 6 2 3 3 8 4 . 7 9 2 2 1 1 5 0 7 3 5 . 1 2 8 2 D R V 1 T Y P E S T A T I O N N O R T H E A S T P O T 1 0 + 0 0 . 0 0 6 2 3 2 8 6 . 2 9 4 4 1 1 5 0 7 7 2 . 6 2 4 6 P C 1 0 + 2 7 . 6 2 6 2 3 2 9 9 . 1 8 0 3 1 1 5 0 7 4 8 . 1 9 4 8 P T 1 0 + 4 2 . 2 7 6 2 3 3 0 7 . 8 0 5 0 1 1 5 0 7 3 6 . 4 1 3 3 P O T 1 1 + 0 0 . 0 0 6 2 3 3 4 8 . 3 3 9 2 1 1 5 0 6 9 5 . 3 1 1 5 L T Y P E S T A T I O N N O R T H E A S T P O T 1 5 + 2 5 . 0 0 6 2 2 8 3 5 . 8 6 9 9 1 1 5 0 5 3 4 . 6 4 0 1 P C 2 2 + 8 1 . 6 7 6 2 3 5 0 4 . 8 9 7 5 1 1 5 0 8 8 8 . 1 2 4 8 P C C 2 3 + 9 5 . 2 6 6 2 3 6 0 7 . 8 9 1 5 1 1 5 0 9 3 5 . 9 1 4 8 P T 2 5 + 1 2 . 5 9 6 2 3 7 2 1 . 2 1 7 0 1 1 5 0 9 6 4 . 9 5 9 2 P C 2 5 + 5 9 . 3 7 6 2 3 7 6 7 . 6 7 1 0 1 1 5 0 9 7 0 . 5 1 2 2 P T 2 7 + 1 4 . 7 1 6 2 3 9 2 2 . 4 6 7 9 1 1 5 0 9 8 2 . 9 4 4 2 P O T 2 7 + 9 9 . 0 8 6 2 4 0 0 6 . 7 6 9 9 1 1 5 0 9 8 6 . 4 2 8 3 S U R V E Y C O N T R O L S H E E T B - 5 3 9 5 - D R I V E S - 1C-2 ( P R E L I M I N A R Y ) B Y T H E N C D O T L O C A T I O N A N D S U R V E Y S U N I T . P R O J E C T C O N T R O L E S T A B L I S H E D U S I N G G L O B A L P O S I T I O N I N G S Y S T E M . N E T W O R K E S T A B L I S H E D F R O M N G S O N L I N E P O S I T I O N I N G S E R V I C E ( O P U S ) N O T E S : I N F O R M A T I O N I S N E E D E D , P L E A S E C O N T A C T T H E L O C A T I O N A N D S U R V E Y S U N I T . T H E F I L E S T O B E F O U N D A R E A S F O L L O W S : H T T P : / / W W W . D O H . D O T . S T A T E . N C . U S / P R E C O N S T R U C T / H I G H W A Y / L O C A T I O N / P R O J E C T / P R O J E C T C O N T R O L D A T A A T : I N D I C A T E S G E O D E T I C C O N T R O L M O N U M E N T S U S E D O R S E T F O R H O R I Z O N T A L P R O J E C T C O N T R O L S I T E C A L I B R A T I O N I N F O R M A T I O N H A S N O T B E E N P R O V I D E D F O R T H I S P R O J E C T . I F F U R T H E R 1 . T H E C O N T R O L D A T A F O R T H I S P R O J E C T C A N B E F O U N D E L E C T R O N I C A L L Y B Y S E L E C T I N G B 5 3 9 5 _ L S _ C O N T R O L . T X T B-5395 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B-5395-2 = GPS-2"WITH NAD 83 STATE PLANE GRID COORDINATES OF NORTHING: 621786.4680(ft) EASTING: 1149421.9790(ft)ELEVATION: 1049.57(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999762637 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM N 4337’12.4"E 1816.00’"B-5395-2 = GPS-2" TO -L- STATION 18+25.00 IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88EASTPERMANENT DRAINAGE EASEMENT MARKER IRON PIN AND CAP ALIGNSTATIONOFFSETNORTHEAST L21+84.00 L21+84.00-76.82 L22+20.00-94.00623462.45321150759.3851 -94.00623494.28341150776.2028623454.42661150774.5768 R O W M A R K E R C O N C R E T E O R G R A N I T E A L I G N S T A T I O N O F F S E T N O R T H E A S T L 2 0 + 0 0 . 0 0 - 1 8 . 0 0 6 2 3 2 6 4 . 2 6 1 2 1 1 5 0 7 4 0 . 6 2 5 2 L 2 0 + 0 0 . 0 0 - 3 5 . 0 0 6 2 3 2 7 2 . 2 0 2 9 1 1 5 0 7 2 5 . 5 9 4 2 L 2 1 + 0 0 . 0 0 3 0 . 0 0 6 2 3 3 3 0 . 2 5 5 0 1 1 5 0 8 2 9 . 7 8 1 4 L 2 1 + 0 0 . 0 0 1 9 . 0 0 6 2 3 3 3 5 . 3 9 3 7 1 1 5 0 8 2 0 . 0 5 5 5 L 2 1 + 3 0 . 0 0 6 5 . 0 0 6 2 3 3 4 0 . 4 2 9 6 1 1 5 0 8 7 4 . 7 4 2 2 L L 2 2 + 1 0 . 0 0 6 5 . 0 0 6 2 3 4 1 1 . 1 6 3 5 1 1 5 0 9 1 2 . 1 1 4 9 L 2 2 + 3 0 . 0 0 4 5 . 0 0 6 2 3 4 3 8 . 1 9 0 2 1 1 5 0 9 0 3 . 7 7 4 6 L 2 2 + 3 5 . 0 0 - 3 5 . 0 0 6 2 3 4 7 9 . 9 8 3 7 1 1 5 0 8 3 5 . 3 7 6 5 L 2 2 + 3 5 . 0 0 - 1 9 . 0 0 6 2 3 4 7 2 . 5 0 9 2 1 1 5 0 8 4 9 . 5 2 3 2 L 2 2 + 7 5 . 0 0 4 5 . 0 0 6 2 3 4 7 7 . 9 7 8 0 1 1 5 0 9 2 4 . 7 9 6 7 L 2 2 + 7 5 . 0 0 1 8 . 0 0 6 2 3 4 9 0 . 5 9 1 2 1 1 5 0 9 0 0 . 9 2 4 0 6 2 3 4 9 0 . 0 7 9 0 1 1 5 0 7 8 4 . 1 6 0 4 2 2 + 2 0 . 0 0 - 8 5 . 0 0 Permanent Utility Easement MARKER IRON PIN AND CAP ALIGNSTATIONOFFSETNORTHEAST L19+05.0045.00623150.83371150751.9481 L19+05.0018.00623163.44701150728.0754 L19+05.00-18.00623180.26471150696.2451 L19+05.00-46.00623193.34511150671.4883 L19+25.0045.00623168.51721150761.2913 L19+25.0018.00623181.13051150737.4186 L19+25.00-18.00623197.94821150705.5883 L L24+37.00-117.00623680.62181150837.5172 24+38.00-149.00623690.37781150807.0326 DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSINCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO.ROADWAY DESIGN ENGINEERENGINEERB-5395 PAVEMENT DESIGN 23-JAN-2015 10:13 R:\Roadway\Proj\B-5395_Rdy_typ.dgn $$$$USERNAME$$$$ G R A D E T O T H I S L I N E 4:1 LC - L - 8’ T Y P I C A L S E C T I O N N O . 2 USE TYPICAL SECTION NO. 2 AS FOLLOWS . 0 2 . 0 2 .08 . 0 8 G R A D E P O I N T . 0 2 4:1 GRADE TO THIS LINE G R A D E T O T H I S L I N E . 0 2 G R A D E 8’.08 . 0 8 P O I N T 3 ’ 7 ’ W / G R 3’7’ W/GR T Y P I C A L S E C T I O N N O . 1 1 0 ’ 1 0 ’ V A R. S E E X- S E C TI O N S - L - LC USE TYPICAL SECTION NO. 1 AS FOLLOWS -L- STA 24+00.00 TO STA 24+75.00-L- STA 18+25.00 TO STA 20+00.00 NOTE: MILLING REQUIRED FOR PAVEMENT TIE-IN -L- STA. 18+25.00 TO STA. 19+50.00 -L- STA. 24+00.00 TO STA. 24+75.00 NOTE: TRANSITION FROM EXISTING TO TYPICAL SECTION NO. 1 -L- STA. 18+25.00 TO STA. 18+75.00 V A R . 1 9 . 5 ’ T O 2 0 . 8 ’ NOTE: TRANSITION FROM TYPICAL SECTION NO. 1 TO EXISTING -L- STA. 24+25.00 TO STA. 24+75.00 -L- STA 20+00.00 TO STA 24+00.00 2 ’ G R A D E T O T H I S L I N E 2 ’ CL 4 ’ 2:1 3:1 3:1 EXISTING GROUND 1 2 ’ - D R I V E S - T Y P I C A L S E C T I O N N O . 3 G R A D E P O I N T . 0 8 . 0 2 .0 8 . 0 2 USE TYPICAL SECTION NO. 3 AS FOLLOWS 1 0 ’ 1 0 ’ 3’7’ W/ GR 7 ’ W / G R 3 ’ * 4’ PAVED SHOULDER AT GUARDRAIL LOCATIONS -DRV1- STA 10+10.00 to 10+50.00 -DRV2- STA 10+10.00 to 10+50.08* * GRADE TO THIS LINE0.02 T4’E1INSET A MATCHLINE A WITH TYPICAL SECTION No. 2USE INSET A IN CONJUNCTION SEE PLANS FOR LOCATIONS2:1 6"MATCHLINE A N O T E : P A V E M E N T E D G E S L O P E S A R E 1 : 1 U N L E S S S H O W N O T H E R W I S E . R2:12:1 U D e t a i l S h o w i n g M e t h o d o f W e d g i n g C 1 C 2 CL - L - U E 2 E 2 3 " M I N . 3 " M I N . C 1 S E E X- S E C TI O N S E22A-1 P R O P . V A R . D E P T H A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 . 5 A , A T A N A V E R A G E R A T E O F 1 1 0 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P L A C E D I N L A Y E R S N O T T O E X C E E D 1 " I N D E P T H . C 2 C 1 C 1 E 1 E 1 T T T U W E 1 C 1 W C 1 T E1 T T E 1 C 1 C1 8 " 8 " P R O P . V A R . D E P T H A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 B , A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O T H A N 5 " I N D E P T H . B E P L A C E D I N L A Y E R S N O T L E S S T H A N 3 " I N D E P T H O R G R E A T E R E 2 A T A N A V E R A G E R A T E O F 6 2 7 L B S . P E R S Q . Y D . E 1 V A R I A B L E D E P T H A S P H A L T P A V E M E N T ( S E E S T A N D A R D W E D G I N G D E T A I L ) . WTU E X I S T I N G P A V E M E N T . R E A R T H M A T E R I A L . S H O U L D E R B E R M G U T T E R P R O P . A P P R O X . 5 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 B , 8 " 8 " 8" P A V E M E N T S C H E D U L E ( F i n a l D e s i g n ) P R O P . A P P R O X . 3 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 . 5 A , A T A N A V E R A G E R A T E O F 1 6 5 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . C 1 ElevationLow Sill Match Bury Rip-Rap 1’ G e o t e x t i l e Sta. 23+50 LT. End SBGHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.4B-5395 23-JAN-2015 10:14 R:\Roadway\Proj\B-5395_Rdy_psh4.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS -DRV1- , AND -DRV2- PROFILES.SEE SHEET No. 5 FOR -L- , C U L V E R T I N L E T CULVERT OUTLET T y p i c a l C h a n n e l S e c t i o n U / S Typical Channel Section D/S 2:1 2:1 2:12:1 1 . 0 ’ S i l l 1.0’ Sill N G L T . NG LT.NG RT.NG RT. ( L e f t t o R i g h t L o o k i n g D o w n s t r e a m ) (Left to Right Looking Downstream) 3 . 0 ’ S i l l 3.0’ Sill 3.0’ Sill3.0’ Sill L o w - F l o w B e n c h D e t a i l 2:12:1(NOT TO SCALE)High SillMatch Top of 12’12’ C L I I R I P R A P CL II RIP RAP P r o p 3 @ 1 2 ’ x 1 2 ’ R C B C Prop 3@12’x12’ RCBC a t O u t l e t e s t . 1 3 T o n a t I n l e t e s t . 1 9 T o n C l . I I R i p R a p at Outletest. 13 Ton at Inletest. 18 TonCl. II Rip Rap 2 3 c y E x c a v a t i o n 17 cyExcavation 26 cyExcavation 19 cyExcavation 2.0’ V i e w . T a p e r a s s h o w n i n P l a n N o t e : 1 2 ’ a t C u l v e r t E n t r a n c e FOR CULVERT PLANS.SEE SHEET No. C-1 to C-?-L--DRV1- - D R V 1 - P O T S t a . 1 0 + 0 0 . 0 0 - L - P O T S T A . 2 0 + 3 4 . 4 3 = - D R V 2 - P O T S t a . 1 0 + 0 0 . 0 0 - L - P O T S T A . 2 0 + 6 8 . 8 4 = R 25’ R 2 0’ 20’ 2 0 ’ 12’ A T - 1 C U R V E S H O P 8 : 1 8 :1 S t a . 1 1 + 0 0 - D R V 1 - P O T TYP.INC. 2 0 ’ PI Sta 23+38.52 D L = 113.59’T = 56.85’R = 1,100.00’PI Sta 24+54.27 D L = 117.33’T = 59.01’R = 444.70’PI Sta 26+37.08 D L = 155.33’T = 77.71’R = 2,000.00’ P O T S t a . 1 5 + 2 5 . 0 0 PCC Sta. 23+95.26PT Sta. 25+12.59PC Sta. 25+59.37PT Sta. 27+14.71 POT Sta. 27+99.08 PI Sta 10+35.08 D L = 14.61’T = 7.36’R = 50.00’ E N D C O N S T . S t a . 1 0 + 2 7 . 7 2 - D R V 1 - P C S t a . 1 0 + 4 2 . 2 7 - D R V 1 - P T PI Sta 10+35.00 D L = 14.65’T = 7.38’R = 50.00’ S t a . 1 0 + 9 0 . 0 0 - D R V 2 - P O T 12 ’ S t a . 1 0 + 1 6 . 9 3 - D R V 2 - P C S t a . 1 0 + 5 0 - D R V 1 - P O T P C S t a . 2 2 + 8 1 . 6 7 G R A U - 3 5 0 GRAU-350 20’-DRV2- B E G I N C U L V E R T - L - S T A . 2 1 + 4 8 . 2 1 - L - S T A . 2 1 + 8 4 . 3 5 E N D C U L V E R T A T - 1 8:1 PS 4’ PS4’-L- STA. 24+75.00END STATE TIP PROJECT B-5395 - L - S T A . 1 8 + 2 5 . 0 0 B E G I N S T A T E T I P P R O J E C T B - 5 3 9 5 20’ EXIST. 02 01 01 NC NC 01 00 01 02 03 04 050606EXIST.+50.00 +05.00 S t a . 1 0 + 5 0 . 0 8 - D R V 2 - P T E N D C O N S T . 20’ PS 4’ R 1 0 ’ 20+00 25+00 00 T Y P . I N C . - L - R 2 0 ’ 4 0 1 4 0 2 15 " RC P - IV 4 0 3 4 0 4 1 8 " R C P - I V 1 5 " R C P - I V 1 5 " R C P - I V 2:1 2:1 D ( N o t t o S c a l e ) dS T A N D A R D ’ V ’ D I T C H T A I L D I T C H A T S T A . 2 2 + 1 7 L T . T y p e o f L i n e r = C l a s s B R i p - R a p M a x . d = 1 F t . M i n . D = 2 F t . D E T A I L 1 G r o u n d N a t u r a l G r o u n d N a t u r a l W / ELBO W S18" CSP 2 G I T B 2 G I T B 2 G I T B 2 G I T B G e o t e x t i l e f o r D r a i n a g e = 3 7 S Y R I P R A P C l a s s B = 1 2 T o n s S T A . 2 2 + 0 0 R T . E N D S B G S T A . 2 0 + 5 0 R T . B E G I N S B G L T . S T A . 2 0 + 9 9 B E G I N S B G S e e D e t a i l ’ 1 ’ D i t c h S p e c i a l T a i l 6 5 ’ + 1 0 6 5 ’ + 3 0 4 5 ’ + 3 0 E X I S T . R / W 3 0 ’ , + 0 0 EX I S T . R / W 3 0 , ’ + 2 5 EX I S T . R / W 3 5 ’ , + 0 0 EXIST. R/W+75 EXIST. R/W30’,+75 EX I S T . R / W 4 5 ’ , + 0 5 EX I S T . R / W 4 5 , ’ + 2 5 117+37149+38 EX I S T . R / W + 2 5 EX I S T . R / W 3 0 ’ , + 2 5 8 4 ’ + 8 4 75’+95.26 8 4 ’ + 4 1 EX I S T . R / W 4 6 , ’ + 0 5 E X I S T . R / W 4 5 ’ , + 7 5 4 5 ’ + 6 1 1 2 3 4 5 9 7 ’ + 4 4 9 7 ’ + 9 6 R/ W E X I S T . 3 5 ’ , + 3 5 8 5 ’ 9 4 ’ , + 2 0 7 6 . 8 2 ’ 9 4 ’ , + 8 4 6 2 . 2 7 ’ + 2 0 EX I S T . R / W 9 3 . 8 7 ’ , + 6 1 3 0 . 0 1 ’ + 7 8 T H U N TI N G C R E E K H UNTI NG CRE E K D E M E T R IC E D . G R E E N S C O T T A N D R E WS G R E E N & P . B . 10 , P G . 4 5 , L O T 2 6 D . B . 7 5 9 , P G . 3 0 9 B R E N D A L A N E H A M M O N D P . B . 1 0 , P G . 4 5 D . B . 6 9 1, P G . 18 5 , P O R T IO N T R A C T 1 D E M E T R I C E D . G R E E N S C O T T A N D R E W S G R E E N & P . B . 1 0 , P G . 4 5 , P O R T I O N L O T 1 6 D . B . 6 9 3 , P G . 4 8 2 P . B . 10 , P G . 4 5 , P O R T IO N L O T 17 D . B . 6 3 7 , P G . 7 7 8 P A T R I C I A A N N W A T E R S H U N T E R W A T E R S & RONDA D. BOLYARDANTHONY D. BOLYARD &P.B. 10, PG. 45, LOTS 27,28,& 29 D.B. 625, PG. 680 TRAVIS McCURRY D.B. 561, PG. 135 REBAR & FLAT IRON PLANTED STONE FLAT IRON FLAT IRON N 1 4 4 2 ’ 3 2 " E 1 0 0 . 0 0 ’ S 3 5 10 ’10 " W 9 2 .0 0 ’ N 0242’32" E 100.00’N 1712’32" E 100.00’N 2142’32" E 100.00’N 0121’29" E 96.39’N 0236’55" W 287.51’S 2719’31" W S 2015’27" E 58.69’S 2550’18" E 108.79’S 3927’33" W63.45’S 52 43’25" E38.18’N 8130’27" E115.85’S 0031’04" E 85.65’S 2951’29" W 67.38’N 1113’45" W107.83’N 6841’07" E70.00’ N 0118’53" W 75.00’ N 74 18’53" W 82.00’ N 2 8 4 1 ’ 0 7 " E 7 0 . 0 0 ’ N 2 9 3 1’ 1 8" W 1 0 1. 9 2’ S 4 0 4 9 ’5 0 " E 10 0. 0 0 ’ N 2 7 4 9’5 0" W 10 0.0 0’ N 25 49’50" W 130.00’ S 3 5 4 9 ’0 0 " W 4 5 .0 0 ’ S 54 26’52" W 149.28’ S 5 0 3 2 ’5 6 " W 6 2 .14 ’ S 4 8 5 6 ’2 4 " W 13 8 .3 7 ’ N 6458’20" W 273.63’ S 6 2 0 4 ’ 3 9 " W 54.77’ S 3 6 5 7 ’11" W 4 1.2 4 ’ S 87 55’02" W 67.70’ S 22 03’43" W 30.19’ S 12 30’24" W 1.50’ S 12 30’24" W 19.65’ S 6 5 3 8 ’4 4 " W 5 0 .7 2 ’ S 4 7 4 8 ’0 6 " W 6 4 .9 9 ’ S 62 38’50" E 27.73’ S 6025’22" W 43.91’S 82 43’37" W 25.52’ S 4133’59" W 30.82’ S 7741’42" W 53.22’ S 57 15’27" W 52.96’ S 5 13 9 ’5 4 " W 2 4 4 .3 7 ’ S 2138’55" W 27.20’ SOIL DRIVE S P R IN G B R A N C H 36.00’ 18.00’18.00’ 38.00’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W EXISTING R/W36.00’18.00’18.00’S 16 41’07" W50.00’S 0841’07" W 50.00’ S 6654’44" E 526.38’ N 69 54’44" W 26.45’ N 6954’44" W 642.05’ v v v v S 0140’53" W 64.85’ 1 5 SPRING BRANCH W O O D S W OODS W O O D S WOOD S WO O D S W O O D S W OODS WOODSWOODSWOODS T O P E A R I D G E R O A D 4 8 " WW 15" CMP SHTR 8.5’ BST DRIVE T T 2 5 P R 25PRSERVICE SERVICE 2 5 P R ELEV.=940.87’43.27’ RT-BL- STA. 24+19.93BM #1 W O O D S W O O D S W O O D S W O O D S WOODSWOODSWOODS N 6256’17" W 62.92’ S 6049’50" E 88.89’ EIP EIP LARGE ROCKEIP AT S R 1 5 3 8 W H I T E S I D E S R D . H E A D S P R I N G 9’ SOIL & CONC. DRIVE 9’ SOIL & CONC. DRIVE SERVICE P E D I S T A L T E L E P H O N E B E L L S O U T H 12 ’ GRAVEL DR IVE 12’ G R A V E L D RI V E S ER VI C E 15" CM P SR 1538 WHITESIDES RD 21.5’ BSTTO SUNSHINE 2 4 " R C P I N V . I N = 9 6 2 . 2 0 ’ 19.00’ 19.00’ - B L - 4 -BL- 5 - B L - 3 N 2912’32" E 100.00’ 2 4 " R C P I N V . O U T = 9 5 9 . 4 3 ’ D W H T R D S G H T R P E D I S T A L T E L E P H O N E B E L L S O U T H S E R V I C E 1 5 " C M P 4 3 2 W O O D S F F F F F F F F F F F F FFFF F F F F NAD 83 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 252627-L- 9 2 0 9 3 0 9 4 0 9 5 0 9 6 0 9 7 0 V = 2 0 m p h K = 2 0 V C = 3 2 5 ’ E L = 9 3 2 . 6 3 ’ P I = 2 1 + 6 4 . 0 0 970DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER5B-5395 23-JAN-2015 10:14 R:\Roadway\Proj\B-5395_Rdy_pfl.dgn $$$$USERNAME$$$$ 1 0 1 1 - D R V 1 - -DRV2- (-)8 .5 19 2 % ( +) 7.7 5 2 4 % E L E V . = 9 4 8 . 0 2 ’ E N D G R A D E - D R V 1 - S T A . 1 0 + 5 0 . 0 0 E L E V . = 9 4 3 . 7 4 ’ B E G I N G R A D E - D R V 1 - S T A . 1 0 + 1 0 . 0 0 ELEV. = 938.51’END GRADE -DRV2- STA. 10+50.00 ELEV. = 941.34’BEGIN GRADE -DRV2- STA. 10+10.00 B E G I N G R A D E - L - S T A . 1 8 + 2 5 . 0 0 E L E V . = 9 6 1 . 5 1 ’ END GRADE -L- STA. 24+75.00 ELEV. = 956.74’ 9 1 0 P I = 1 0 + 1 5 . 0 0 E L = 9 4 3 . 6 4 ’ PI = 10+18.00 EL = 941.18’PI = 10+38.00 EL = 939.03’(-)10.7500%(-)4.3333% S E E S H E E T N O . 4 F O R - D R V 1 - D E S I G N SEE SHEET NO. 4 FOR -DRV2- DESIGNSEE SHEET NO. 4 FOR -L- DESIGNDESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGECFS YRS YRSBASE FREQUENCY OVERTOPPING ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGECFSCFSYRSFTFT FTDESIGN HW ELEVATION BASE HW ELEVATIONCULVERT HYDRAULIC DATA = 1,200 = 25 = 927.0 = 2,000 = 100 = 928.84 = 6,300 = 500+= 939.3 9 3 0 9 4 0 9 5 0 930940950 1011920930940950960910930940950(-)2.0000% (- )2 .0 0 0 0 %(+)12.5143 % ( 3 ) 1 2 ’ X 1 2 ’ P R O P O S E D R C B C CL S K E W = 8 5 D E G . 3 @ 1 2 ’ X 1 2 ’ R C B C , B U R I E D 1 . 0 ’ W / S I L L S G . P . E L . = 9 3 9 . 2 3 ’ C U L V E R T - L - S T A . 2 1 + 6 6 . 2 1 5 / 2 8 / 2 0 1 4 W S E L = 9 1 9 . 8 V C = 1 0 ’ VC = 15’VC = 24’ N 6 2 3 4 7 4 E 1 1 5 0 9 0 6 L S T A T I O N 2 2 + 6 2 . 3 2 3 0 . 0 8 ’ R I G H T R R S P I K E I N B A S E O F 2 0 " S Y C A M O R E T R E E B M 1 E L E V A T I O N = 9 4 0 . 8 7 ’