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Home My WebLink About20140109 Ver 1_Application_20140131 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY January 31, 2014 Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 ATTN: Ms. Liz Hair NCDOT Coordinator Dear Madam: Subject: Application for a Section 404 Nationwide Permit 23 and Section 401 Water Quality Certification for the proposed replacement of Bridge No. 17 over Lake Creek on NC 210 in Bladen Co. TIP No. B-5117; Federal Aid Project No. BRSTP-0210 (19); Debit $240 from WBS No. 42258.1.1 The North Carolina Department of Transportation (NCDOT) proposes to replace the 69-foot, 4- span Bridge No. 4 with a 105-foot, 3-span bridge on a new alignment east of the existing. Traffic will remain on-site during construction. Permanent impacts to jurisdictional resources include 0.15 acre of wetland fill, 0.06 acre of excavation, and 48 feet of stream impacts (36 feet due to pipe installation and 12 feet of bank stabilization). Please see enclosed copies of the Pre-Construction Notification (PCN), Preliminary Jurisdictional Determination Form, EEP Acceptance Letter, permit drawings, stormwater management plan, and roadway plans for the above referenced project. The Categorical Exclusion (CE) was completed in February 2012 and distributed shortly thereafter. This project calls for a letting date of August 19, 2014 and a review date of July 1, 2014. The project schedule may be advanced if funding becomes available. Regulatory Approvals Section 404 Permit: All aspects of this project are being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT requests that the project be authorized by NW 23 for bridge construction. Section 401 Permit: We anticipate 401 General Certification number 3891 will apply to this project. NCDOT is requesting written concurrence from the North Carolina Department of MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH NC 27699-1548 TELEPHONE: 919-707-6000 FAX: 919-250-4224 WEBSITE: WWW.NCDOT.GOV/DOH/PRECONSTRUCT/PE/ LOCATION: CENTURY CENTER, BUILDING A 1000 BIRCH RIDGE DRIVE RALEIGH NC 27610 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 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 No. 17 over Lake Creek on NC 210 2b. County: Bladen Co. 2c. Nearest municipality / town: Ivanhoe 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-5117 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) 707-6156 3g. Fax no.: (919) 250-4224 3h. Email address: tstanton@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: 34.8501 Longitude: - 78.5131 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 6.06 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Lake Creek 2b. Water Quality Classification of nearest receiving water: C;Sw 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Existing conditions at the site include maintained/disturbed roadside shoulder and forested areas. Land use in the project vicinity is predominantly forested with some agriculture, and light residential development. 3b. List the total estimated acreage of all existing wetlands on the property: 0.60 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 197 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 69-foot, 4-span bridge with a 105-foot, 3-span bridge on a new alignment, east of the existing. Traffic will remain on-site 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: 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): Tyler Stanton Agency/Consultant Company: NCDOT Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. November 20, 2013 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 Fill Riverine Yes No Corps DWQ < 0.01 Site 2 P T Fill Riverine Yes No Corps DWQ < 0.01 Site 2 P T Excavation Riverine Yes No Corps DWQ < 0.01 Site 3 P T Fill Riverine Yes No Corps DWQ 0.15 Site 3 P T Excavation Riverine Yes No Corps DWQ 0.06 2g. Total wetland impacts 0.21 Permanent 0.00 Temporary 2h. Comments: There will be 0.04 ac of hand clearing in wetlands and proposed temporary impacts to wetlands of 0.01 acre of temporary fill in wetlands in the hand clearing areas for the installation of erosion control measures, including temporary silt fence and/or special sediment control fence. 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 4 P T Pipe Ut to Lake Creek PER INT Corps DWQ 2 36 Site 4 P T Bank Stabilization Ut to Lake Creek PER INT Corps DWQ 2 12 Site 4 P T Bank Stabilization Ut to Lake Creek PER INT Corps DWQ 2 20 Site 4 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 48 Perm 20 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 O1 P T O2 P T O3 P T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 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 Excavat ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6 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: 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 bridge is 36 feet longer than the existing bridge. The removal of existing road fill for longer bridge and increasing bridge openings will improve hydrological conveyance and wildlife passage, and reduce bridge opening velocities. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Construction will be top-down. Best Management Practices for the Protection of Surface Waters, as well as, Best Management Practices for Construction and Maintenance Activities will be implemented. 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: 36 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 0.21 acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 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: 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 and stormwater management plan. 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: 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 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2013-02241 County: Bladen U.S.G.S. Quad: Rowan NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Agent: Mr. Tyler Stanton NCDOT Address: 1598 Mail Service Center Raleigh, North Carolina 27699 Telephone No.: Property description: Size (acres)~7 Nearest Town White Lake Nearest Waterway Lake Creek River Basin Cape Fear USGS HUC 03030006 CoordinatesN 34.589458 W -78.297734 Location description:B-5117.The projectareais located at Bridge Number 47over the Lake Creekalong NC 210, southeast of White Lake, BladenCounty. North Carolina. Indicate Which of the Following Apply: A. Preliminary Determination XBased on preliminary information, there may be waters of the U.S. including wetlands on the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. Approved Determination _There are Navigable Waters of the United States within the above described project areasubject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are waters of the U.S. including wetlandson the above described project areasubject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. We strongly suggest you have the wetlandson your propertydelineated. Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. _The waters of the U.S. including wetlandon your project areahave been delineated and the delineation has been verified by the Corps. _The waters of the U.S. including wetlandshave been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on September 29, 2010. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _There are no waters of the U.S., to include wetlands, present on the above described project areawhich are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _The property is locatedin one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Wilmington, NC at (910) 796-7215to determine their requirements. Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, pleasecontact Ronnie Smith at 910-251-4829. C. Basis For Determination The site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and appropriate regional supplement. The water bodiesexhibitordinary high water marksas indicated by the absence of vegetation in the stream channel and the presence of wrack lines and bed and banks. D. Remarks The review area hasbeen revised and extendedto the north to include the waterbody labeled UT to Lake Creek. The review area is shown on the attached map (Figure 3). E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to thefollowing address: District Engineer, Wilmington Regulatory Division Attn:Ronnie Smith, Project Manager, WilmingtonRegulatory Field Office 69 Darlington Ave Wilmington, North Carolina 28403 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the DistrictOffice within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by January 19, 2014. **It is not necessary to submit an RFA form to the DistrictOffice if you do not object to the determination in this correspondence.** Corps Regulatory Official: ___Ronnie Smith__________________________________________________ Date:November 20, 2013 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,pleasecomplete theCustomer Satisfaction Survey located at our website athttp://per2.nwp.usace.army.mil/survey.html to complete the survey online. Copy Furnished: Chris Rivenbark-NCDOT NES (Electronic Only) SMITH.RONNIE.D ALE.1281725242 Digitally signed by SMITH.RONNIE.DALE.1281725242 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=SMITH.RONNIE.DALE.1281725242 Date: 2013.11.20 14:13:30 -05'00' (V e r s i o n 1 . 2 ; R e l e a s e d S e p t e m b e r 2 0 1 1 ) B- 5 1 1 7 Co u n t y ( i e s ) : Bl a d e n Page 1of 1 Pr o j e c t T y p e : Date: Ph o n e : Ph o n e : Em a i l : Em a i l : Co u n t y ( i e s ) : CA M A C o u n t y ? De s i g n / F u t u r e : Ex i s t i n g : Pr o j e c t D e s c r i p t i o n gc a i l @ n c d o t . g o v Su p p l e m e n t a l : Sw a m p W a t e r s ( S w ) Pr i m a r y : La k e C r e e k Ca p e F e a r 18 - 6 8 - 1 2 - 1 8 No r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S Ga l e n W . 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M i l e s o r f e e t ) : Su r r o u n d i n g L a n d U s e : W o o d e d a n d A g r i c u l t u r a l a r e a s .3 8 8 M i . 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 S I T E 1 S I T E 2 S I T E 3 S H E E T _ _ O F _ _ P E R M I T D R A W I N G S I T E 4 4 5 VICINITY MAP T O N C 4 1 TO HWY 53TV======11603260%%MPH ADTADT% ** TTST 22%DUAL 10%FUNC. CLASS. =COLLECTOR 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 LE N G T H R O A D W A Y T I P P R O J E C T B - 5 1 1 7 LE N G T H S T R U C T U R E TO T A L L E N G T H O F T I P P R O J E C T B - 5 1 1 7 T I P P R O J E C T B - 5 1 1 7 REGIONAL TIER = 0 . 3 8 8 M I . COUNTY SAMPSONCOUNTYBLADEN C OUN T Y S A M PS ON C OUN T Y P E ND E R IvanhoeRIVERSOUTHRIVERBLACK B E G I N T I P P R O J E C T B - 5 1 1 7 - L - P O T S T A . 1 6 + 0 0 . 0 0 E N D T I P P R O J E C T B - 5 1 1 7 - L - P O T S T A . 3 6 + 5 0 . 0 0 N C 2 1 0 - L- - L - N C 2 1 0 LAK E CR EE K Moores RiversideChurchMurphyChapelCollyJohnsSwampPondMillSmithAirfieldYonderBAY TREELAKERIVERBLACKLakeCreekCollyCreek11051100116211 0 0 11 0 3 1549 11 6 3 1 2 0 9 1 1 0 2 1200 1 2 0 1 1550 1105100710071122 10071105112011641121 11 0 0 11 0 7 1007 1119 1120 11211532Kerr1553TussockRIVERSOUTH210210 2104141210 11 1 8 1 0 0 7 11 1 7 RIVERBLACK PROJECTCreek B L A D E N C O U N T Y B R I D G E N O . 4 7 O N N C 2 1 0 O V E R L A K E C R E E K G R A D I N G , D R A I N A G E , P A V I N G A N D S T R U C T U R E 25’50’50’25’50’50’5’10’20’10’ 000PROFILE (HORIZONTAL) 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 . S H E E T 1 DESIGN DATA 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 SCALESPLANSPROFILE (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 L O C A T I O N : T Y P E O F W O R K : B - 5 1 1 7 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$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:B-5117 DEPARTMENT O F T R A N S P OR T A T ION S TATE O F N O R T H C AROLINA 100’100’ R E K H A P A T E L , P . E . M I C H A E L W . L I T T L E , P . E . S I G N A T U R E : S I G N A T U R E : P . E . P . E . R a l e i g h , N C 2 7 6 1 0 1 0 0 0 B i r c h R i d g e D r . P r e p a r e d i n t h e O f f i c e o f : D I V I S I O N O F H I G H W A Y S See Sheet 1-A For Index of SheetsSee Sheet 1-B For Conventional Symbols = 0 . 0 2 0 M I . = 0 . 3 6 8 M I . THIS PROJECT IS NOT WITHIN ANY MUNICIP A L B O U N D A R I E S . - L - P O C S T A . 2 5 + 6 2 . 2 1 B E G I N B R I D G E - L - P O C S T A . 2 6 + 6 9 . 7 9 E N D B R I D G E 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 20142034460700 CLEARING ON THIS PROJECT SHALL BE PERF 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 ( W I T H H A N D C L E A R I N G ) . A U G U S T 1 8 , 2 0 1 4 4 2 2 5 8 . 2 . 1 B R S T P - 0 2 1 0 ( 1 9 ) R / W & U T I L . A U G U S T 1 4 , 2 0 1 2 C203459DK 4 2 2 5 8 . 1 . 1 B R S T P - 0 2 1 0 ( 1 9 ) P E N SRS 2007 NA D 83/ WETLAND DENOTES FILL INFF SITE 1 SHEET __ OF __ PERMIT DRAWING RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4B-5117 R: \ H y d r a u l i c s \ P E RM IT S _ E n v ir o n m e n t a l \ D r a w i n g s \ b 5 1 1 7 _ h y d _ p s h 4 . d g n l d c l a w s o n 9 /1 2 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ * CLEARING DENOTES MECHANIZED** * * ** * ** * * F 10 + 0 0 15 + 0 0 2 0 + 0 0 -L- N A D 83/ NSRS 2007 15 " 18" 18 " R C P DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF 1 2 ’ S O I L D R GATE MTL TO HWY 53 23.7’ BST NC 210 L.G. BEATTY ESTATE TRIPLE B LAND COMPANY LLC, CLAUDIA H. CHESTER BARNHILL SLEEPY CREEK FARMS INC. WOODS WOODS WOODS WOODS WOODS 7 ’ S O I L D R . F F F C F F C F F C F WETLAND DENOTES FILL INFF SITE 1 SHEET __ OF __ PERMIT DRAWING RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4B-5117 R: \ H y d r a u l i c s \ P E RM IT S _ E n v ir o n m e n t a l \ D r a w i n g s \ b 5 1 1 7 _ h y d _ p s h 4 . d g n l d c l a w s o n 9 /1 2 /2 0 1 3 Scale: 1"= 100’ 0’100’100’ * CLEARING DENOTES MECHANIZED** * * ** * ** * * F 10 + 0 0 15 + 0 0 2 0 + 0 0 -L- N A D 83/ NSRS 2007 15 " 18" 18 " R C P DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF 1 2 ’ S O I L D R GATE MTL TO HWY 53 23.7’ BST NC 210 L.G. BEATTY ESTATE TRIPLE B LAND COMPANY LLC, CLAUDIA H. CHESTER BARNHILL SLEEPY CREEK FARMS INC. WOODS WOODS WOODS WOODS WOODS 7 ’ S O I L D R . 3 0 30 30 30 30 3 0 30 30 3 0 30 3 0 3 0 3 0 3 0 30 30 30 30 3030 30 30 30 30 30 30 30 30 30 30 30 3 0 30 3 0 3 0 3 0 30 3 0 3 0 30 30 3 0 30 30 3 0 3 0 30 3 030 30 30303 0 3 0 3 0 3 0 30 30 3 0 3 0 30 30 30 30 30 30 30 30 30 3 0 30 30 30 3 0 3 0 30 30 30 30 3 0 30 30 30 30 30 30 3 0 30 30 30 30 30 30 3 0 3 0 3 0 3 0 30 3 0 30 30 3030 30 30 30 30 30 3 0 30 30 30 30 30 30 3 0 30 30 3 0 30 30 30 30 3 0 30 3 0 30 30 30 30 3 0 30 30 30 3 0 30 3030 30 30 3 0 30 30 30 30 30 30 3 0 30 30 30303030 3 0 30 30 30 30 30 30 3 0 30 30 30 3 0 30 30 30 3 0 30 3 0 30 30 30 30 30 30 30 30 3 0 3 0 30 30 3 0 30 30 3 0 3 0 30 3 0 3 0 30 30 30 3 0 30 30 3 0 30 30 3 0 3 0 30 30 30 30 3 0 30 30 30 30 30 30 3 0 30 30 30 30 30 30 3 0 3 0 30 30 30 30 3 0 30 30 30 30 30 30 30 3 0 30 3 0 30 30 30 30 3 0 3 0 30 3 030 30 30 30 30 30 30 40 40 40 F F F C F F C F F C F EE I N W E T L A N D D E N O T E S E X C A V A T I O N W E T L A N D D E N O T E S F I L L I N FFEEEEE S H E E T _ _ O F _ _ P E R M I T D R A W I N G R:\Hydraulics\PERM ITS_Environm ental\Drawings\b5117_hyd_psh5.dgnjwdunnehoo12/16/2013 REVISIONS 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 . 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 . 5 B - 5 1 1 7 SITE 3 SITE 2Scale: 1"= 100’0’100’100’HCHCHC HCHCHC HCHCHCHC HCHC C L E A R I N G D E N O T E S H A N D T S T S S S S S S S I T E 4 SS S U R F A C E W A T E R D E N O T E S I M P A C T S I N TSTS I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y 25+00 30+00 35+00 N A D 83 / N SR S 20 0 7 1 5 " 15"15"15"EXCAVATION R E M O V E LAKE CREEK REM O V E 36" RCP-IV H W 1 8 " E S T . 1 5 S Y G E O T E X T I L E E S T . 6 T O N S C L A S S I R I P R A P S E E D E T A I L " C " O U T L E T P R O T E C T I O N T T T S 9’ SOIL/GRAVEL DRGATE G A T E M T L 14’ SOIL RD 11’ SOIL RD 1 5 " R C P ECM B 24" RCP NC 4 1 8 .5 + / - MILE S 2 3 .7 ’ B S T N C 2 1 0 S L E E P Y C R E E K F A R M S I N C . L . G . B E A T T Y E S T A T E M A R G A R E T B U R N S C L A W S O N SLEEPY CREEK FARMS INC . L.G. BEATTY ESTATE WOODS WOODSWOODS W O O D S W O O D S W O O D S SOIL DRFFF F C F F F F F F F F F FF F C F C F F C C EE I N W E T L A N D D E N O T E S E X C A V A T I O N W E T L A N D D E N O T E S F I L L I N FFEEEEE S H E E T _ _ O F _ _ P E R M I T D R A W I N G R:\Hydraulics\PERM ITS_Environm ental\Drawings\b5117_hyd_psh5.dgnjwdunnehoo12/16/2013 REVISIONS 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 . 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 . 5 B - 5 1 1 7 SITE 3 SITE 2Scale: 1"= 100’0’100’100’HCHCHC HCHCHC HCHCHCHC HCHC C L E A R I N G D E N O T E S H A N D T S T S S S S S S S I T E 4 SS S U R F A C E W A T E R D E N O T E S I M P A C T S I N TSTS I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y 25+00 30+00 35+00 N A D 83 / N SR S 20 0 7 1 5 " 15"15"15"EXCAVATION R E M O V E LAKE CREEK REM O V E 36" RCP-IV H W 1 8 " E S T . 1 5 S Y G E O T E X T I L E E S T . 6 T O N S C L A S S I R I P R A P S E E D E T A I L " C " O U T L E T P R O T E C T I O N T T T S 9’ SOIL/GRAVEL DRGATE G A T E M T L 14’ SOIL RD 11’ SOIL RD 1 5 " R C P ECM B 24" RCP NC 4 1 8 .5 + / - MILE S 2 3 .7 ’ B S T N C 2 1 0 S L E E P Y C R E E K F A R M S I N C . L . G . B E A T T Y E S T A T E M A R G A R E T B U R N S C L A W S O N SLEEPY CREEK FARMS INC . L.G. BEATTY ESTATE WOODS WOODSWOODS W O O D S W O O D S W O O D S SOIL DR 2020 20 20 3 0 30 30 30 30 3 0 30 3 0 30 3 0 30 30 30 30 30 30 30 30 30 30 30 3 0 30 3 0 3 0 30 30 30 30 30 30 303030 30 3 0 30 30 30 30 30 3 0 3 0 30 3 0 3 0 30 30 3 0 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 3 0 30 3030 30 30 30 30 3 0 30 30 30 30 3 0 30 30 30 3 0 30 30 3 0 30 30 FFF F C F F F F F F F F F FF F C F C F F C C REVISIONS 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 . 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 . 8/17/99 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 I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N R:\Hydraulics\PERM ITS_Environm ental\Drawings\B5117_Hyd_prm _wet_blwup006.dgnjwdunnehoo12/17/2013Scale: 1"= 100’ 0 ’ 1 0 0 ’ 100’EEIN WETL A N D DENOTES EX C A V A T I O N WETLAND DENOTES FIL L I N FF S H E E T _ _ O F _ _ P E R M I T D R A W I N G HCHCCLEARINGDENOTES HA N D T T S 9’ SOIL/GRAVEL DRGATE 15 " R C P GATEMTL E C M S L E E P Y C R E E K F A R M S I N C . L . G . B E A T T Y E S T A T E W O O D S W O O D S W O O D S S O I L D R 7’ SOIL DR.FFF F F C F F F C F F F FF E EE E E S I T E 3 S I T E 2 H C H C H C H C H C H C H C H C H C H C 1 5 " 15" 15" 15" E X C A V A T I O N R E M O V E LAKE CREEK 18"SITE 1 FHC 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 . 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 . I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N 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 S H E E T _ _ O F _ _ P E R M I T D R A W I N G Scale: 1"= 100’ 0 ’ 1 0 0 ’ 100’R:\Hydraulics\PERM ITS_Environm ental\Drawings\B5117_Hyd_prm _wet_blwup007.dgnjwdunnehoo12/16/2013 REVISIONS TS T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y S S S U R F A C E W A T E R D E N O T E S I M P A C T S I N T GATEMTL 14’ SOIL RD 11’ SOIL RD E X IS T IN G R / W E X IS T IN G R / W 24 " RCP N C 4 1 8 .5 + / - MILE S 2 3 .7 ’ B S T N C 2 10 S L E E P Y C R E E K F A R M S I N C . L . G . B E A T T Y E S T A T E MARGARET BURNS CLAWSON W O O D S W O O D S F F F F F C F FF C C S H E E T _ _ O F _ _ P E R M I T D R A W I N G T S T S S S S S S S I T E 4 R E M O V E 36" RCP-IV H W 1 8 " SHEET __ OF __ PERMIT DRAWING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 6B-5117 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS-L- -L- SEE SHEET 4 FOR -L- PLAN VIEW SEE SHEET 5 FOR -L- PLAN VIEW 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 10 20 30 40 40 30 20 10 24 25 26 27 28 29 30 31 32 33 34 35 36 37 10 20 30 40 10 20 30 40 E L = 3 2 .4 2 ’ ( I N C L . 1 " R E S U R F .) B E G IN G R A D E - L - S T A . 16 + 5 0 .0 0 (+)0.4100% 3 0 .5 0 (+)0.4100%(-)0.5150% (-)0.5150%(+)0.5000% (+)0.3000%(-)0.5000% (-)0.5000% 3 0 .5 0 -L- STA. 24+49.96 (89.65’ LT.) -BL- STA. 13+48.85 (48.9’ LT.) RR SPIKE IN BASE OF 18" HICKORY TREE BM #1 EL = 29.48 3’ TYP.3’ TYP. - L - S T A . 2 5 + 6 2 .2 1 B E G I N B R ID G E - L - S T A . 2 6 + 6 9 .7 9 E N D B R ID G E E L = 3 3 .4 3 ’ ( I N C L . 1 " R E S U R F .) E N D G R A D E - L - S T A . 3 6 + 0 0 .0 0 RIP RAP CLASS ’II’RIP RAP CLASS ’II’ - L - S T A . 16 + 0 0 .0 0 T R A N S IT IO N T O E X IS T IN G - L - S T A . 3 6 + 5 0 .0 0 T R A N S IT I O N T O E X IS T IN G EL = 29.70’ -L- STA. 16+50.00 BEGIN SPECIAL DITCH GRADE RT. EL = 27.73’ -L- STA. 23+11.00 END SPECIAL DITCH GRADE RT. (-) 0.2980% E l e v = 3 1 .16 S k e w = 10 5 1 @ 3 1 ’- 2 " - - 2 1 " C o r e d S l a b 1 @ 2 6 ’- 2 "; 1 @ 5 0 ’- 1 "; - L - S T A . 2 6 + 16 .0 0 EXCAVATION STRUCTURE UNCLASSIFIED EXCAVATION STRUCTURE UNCLASSIFIED 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 25 25 30 30 20 20 24+00.00 25 25 30 30 35 35 20 2024+50.00 25 25 30 30 35 35 20 2025+00.00 20 20 25 25 30 30 35 35 40 40 15 15 25+50.00 X-4B-5117 -L- 2.5 5 WETLAND WETLAND WETLAND SHEET __ OF __ PERMIT DRAWING 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 25 25 30 30 20 20 24+00.00 25 25 30 30 35 35 20 2024+50.00 25 25 30 30 35 35 20 2025+00.00 20 20 25 25 30 30 35 35 40 40 15 15 25+50.00 X-4B-5117 -L- 2.5 5 WETLAND WETLAND WETLAND SHEET __ OF __ PERMIT DRAWING 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 25.19 3: 1 0.0400.04039.6:1 24.55 3: 1 0.0400.04021.4:1 24.92 3: 1 0.0400.040 21.8:1 24.19 3: 1 0.0400.04014.8:1 25+62.21 BEGIN BRIDGE 24.19 3: 1 0.0400.04014.8:1 25+62.21 BEGIN BRIDGE WETLANDWETLAND 3: 1 0.0400.040 21.8:1 3: 1 0.0400.040 21.8:1 24.55 3: 1 0.0400.04021.4:1 24.55 3: 1 0.0400.04021.4:1 -L--L- 25.19 3: 1 0.0400.04039.6:1 25.19 3: 1 0.0400.04039.6:1 R: \ H y d r a u l i c s \ P E RM IT S _ E n v ir o n m e n t a l \ D r a w i n g s \ b 5 1 1 7 _ h y d _ x p l . d g n l d c l a w s o n 9 /1 0 /2 0 1 3 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 8 / 2 3 / 9 9 20 20 25 25 30 30 35 35 15 15 26+00.00 20 20 25 25 30 30 35 35 40 40 45 45 15 15 26+50.00 20 20 25 25 30 30 35 35 15 15 27+00.00 X-5B-5117 -L- 2.5 5 WETLAND R: \ H yd r a u li c s \ P ERM ITS _ En v ir o n m e n t a l\ D r a w in g s \ b 5 1 1 7 _ h y d _ x p l. d g n ld c la w s o n 9 /10 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING PROJ. REFERENCE NO.SHEET NO.0 13.7:1 25.32 27+00.00 21.40 0.0400.040 22.38 0.0400.040 26+69.79 END BRIDGE 4 5 VICINITY MAP T O N C 4 1 TO HWY 53DHVDTV======11603260%%MPH ADTADT% ** TTST 22%DUAL 10%FUNC. CLASS. =COLLECTOR 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 LE N G T H R O A D W A Y T I P P R O J E C T B - 5 1 1 7 LE N G T H S T R U C T U R E TO T A L L E N G T H O F T I P P R O J E C T B - 5 1 1 7 T I P P R O J E C T B - 5 1 1 7 REGIONAL TIER = 0 . 3 8 8 M I . COUNTY SAMPSONCOUNTYBLADEN C O U N T Y S A M P S O N C O U N T Y P E N D E R IvanhoeRIVERSOUTHRIVERBLACK B E G I N T I P P R O J E C T B - 5 1 1 7 - L - P O T S T A . 1 6 + 0 0 . 0 0 E N D T I P P R O J E C T B - 5 1 1 7 - L - P O T S T A . 3 6 + 5 0 . 0 0 N C 2 10 - L- - L - N C 2 1 0 LAKE CREEK Moores RiversideChurchMurphyChapelCollyJohnsSwampPondMillSmithAirfieldYonderBAY TREELAKERIVERBLACKLakeCreekCollyCreek11051100116211 0 0 11 0 3 1549 11 6 3 1 2 0 9 11 0 2 1200 1 2 0 1 1550 1105100710071122 10071105112011641121 11 0 0 1 1 0 7 1007 1119 1120 11211532Kerr1553TussockRIVERSOUTH210210 2104141210 11 1 8 1 0 0 7 11 1 7 RIVERBLACK PROJECTCreek B L A D E N C O U N T Y B R I D G E N O . 4 7 O N N C 2 1 0 O V E R L A K E C R E E K G R A D I N G , D R A I N A G E , P A V I N G A N D S T R U C T U R E 25’50’50’25’50’50’5’10’20’10’ 000PROFILE (HORIZONTAL) 4 2 2 5 8 . 1 . 1 P E B R S T P - 0 2 1 0 ( 1 9 ) 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 . S H E E T 1 DESIGN DATA 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 L O C A T I O N : T Y P E O F W O R K : B - 5 1 1 7 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 00014-AUG-2012 14:07R:\Roadw ay\Proj\b5117_rdy_tsh.dgn$$$$USERNAME$$$$CON TRACT:TIP PROJECT:B-5117 DEPARTMENT O F T R A N S P OR T A T IO N S T ATE O F N O R T H C AROLINA 100’100’ R E K H A P A T E L , P . E . M I C H A E L W . L I T T L E , P . E . S I G N A T U R E : S I G N A T U R E : P . E . P . E . R a l e i g h , N C 2 7 6 1 0 1 0 0 0 B i r c h R i d g e D r . P r e p a r e d i n t h e O f f i c e o f : D I V I S I O N O F H I G H W A Y S See Sheet 1-A For Index of SheetsSee Sheet 1-B For Conventional Symbols = 0 . 0 2 0 M I . = 0 . 3 6 8 M I . THIS PROJECT IS NOT WITHIN ANY MUNICIP A L B O U N D A R I E S . - L - P O C S T A . 2 5 + 6 2 . 2 1 B E G I N B R I D G E - L - P O C S T A . 2 6 + 6 9 . 7 9 E N D B R I D G E 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 20142035460700 CLEARING ON THIS PROJECT SHALL BE PERF 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 ( W I T H H A N D C L E A R I N G ) . AU G U S T 1 9 , 2 0 1 4 4 2 2 5 8 . 2 . 1 B R S T P - 0 2 1 0 ( 1 9 ) R / W & U T I L . AU G U S T 1 4 , 2 0 1 2 N SRS 2007 N AD 83/ Existin g E d g e o f P a v e m e n t Existin g C u r b Propos e d S l o p e S t a k e s C u t Propos e d S l o p e S t a k e s F i l l Existin g M e t a l G u a r d r a i l Existin g C a b l e G u i d e r a i l Propos e d G u a r d r a i l Equali t y S y m b o l Pavem e n t R e m o v a l Baselin e C o n t r o l P o i n t RIGH T O F W A Y : Existin g R i g h t o f W a y M a r k e r Existin g R i g h t o f W a y L i n e h Existin g C o n t r o l o f A c c e s s Propos e d C o n t r o l o f A c c e s s Propos e d R i g h t o f W a y L i n e CF Existin g E a s e m e n t L i n e Propos 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 Propos 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 Propos 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 Propos 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 HYDROLOGY:Stream or Body of WaterHydro, Pool or ReservoirFlow ArrowDisappearing StreamSpring ; zvWKProposed Lateral, Tail, Head DitchFalse Sump Propos 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 : ROA 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}T pQle]/b H - F r a m e P o l e O O 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 W A T E R : W a t e r M a n h o l e W a t e r M e t e r W a t e r V a l v e W a t e r H y d r a n t R e c o r d e d U / G W a t e r L i n e 4IHa T V : T V S a t e l l i t e D i s h T V P e d e s t a l T V T o w e r U / G T V C a b l e H a n d H o l e R e c o r d e d U / G T V C a b l e R e c o r d e d U / G F i b e r O p t i c C a b l e D e s i g n a t e d U / G F i b e r O p t i c C a b l e ( S . U . E . * ) r|I] G A S : G a s V a l v e G a s M e t e r R e c o r d e d U / G G a s L i n e n c S A N I T A R Y S E W E R : S a n i t a r y S e w e r M a n h o l e S a n i t a r y S e w e r C l e a n o u t U / G S a n i t a r y S e w e r L i n e R e c o r d e d S S F o r c e d M a i n L i n e D e s i g n a t e d S S F o r c e d M a i n L i n e ( S . U . E . * ) do A / G W a t e r A b o v e G r o u n d G a s L i n e A / G G a s A b o v e G r o u n d W a t e r L i n e A b o v e G r o u n d S a n i t a r y S e w e r A / G S a n i t a r y S e w e r M I S C E L L A N E O U S : U t i l i t y P o l e OFS3 U t i l i t y P o l e w i t h B a s e U t i l i t y L o c a t e d O b j e c t U t i l i t y T r a f f i c S i g n a l B o x U t i l i t y U n k n o w n U / G L i n e ? C O N C C O N C W W v v 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 T a n k ; W a t e r , G a s , O i l A / G T a n k ; W a t e r , G a s , O i l BOUNDARIES AND PROPERTY:State LineCounty LineTownship LineCity LineReservation LineProperty LineExisting Iron PinProperty CornerProperty MonumentExisting Fence LineProposed Woven Wire FenceProposed Chain Link FenceProposed Barbed Wire Fence gF123Existing Wetland BoundaryProposed Wetland BoundaryExisting Endangered Animal BoundaryExisting Endangered Plant BoundaryBUILDINGS AND OTHER CULTURE:Area Outline Gas Pump Vent or U/G Tank CapChurchSchoolDamSignSmall Mine Well VMWWSxFoundationSBuildingyyVEGE T A T I O N : Single T r e e XY V i n e y a r d Single S h r u b HedgeWoods L i n e O r c h a r d V i n e y a r d RAIL R O A D S : Standa r d G a u g e RR Sig n a l M i l e p o s t SwitchRR Ab a n d o n e d RR Dis m a n t l e d S FLOW 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 . * ) D e s i g n a t e d U / G W a t e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G T V C a b l e ( S . U . E . * ) D e s i g n a t e d U / G G a s L i n e ( S . U . E . * ) U / G T e s t H o l e ( S . U . E . * ) *S.U.E. = Subsurface Utility EngineeringWLBEIPBECM C O N C H W C B 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 Cemetery E X I S T I N G S T R U C T U R E S : Parcel / Sequence Number E A A T U R E n d o f I n f o r m a t i o n E . O . I . Note: Not to Scale 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 . 1 - B B - 5 1 1 7 A b a n d o n e d A c c o r d i n g t o U t i l i t y R e c o r d s WLBEABEPB RW RW RW CAET D E P D E P U E SPPTTT C T C T F O T F O WWT V T V T V F O T V F O GG S S F S S F S S ? U T L Jurisdictional StreamJS 04/16/11Buffer Zone 1Buffer Zone 2 BZ 1BZ 2Wetland Propos e d P e r m a n e n t E a s e m e n t w i t h Iron P i n a n d C a p M a r k e r Propos 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 Iron P i n a n d C a p M a r k e r Propos e d R i g h t o f W a y L i n e w i t h D U E Propos 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 Propos 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 Propos 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 CO 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 U n d e r g r o u n d S t o r a g e T a n k , A p p r o x . L o c . G e o e n v i r o n m e n t a l B o r i n g U S T Known Soil Contamination: Area or SitePotential Soil Contamination: Area or Site Conc r e t e o r G r a n i t e R / W M a r k e r Propos e d R i g h t o f W a y L i n e w i t h CA Conc r e t e C / A M a r k e r Propos 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 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 ( W I T H H A N D C L E A R I N G ) . D O N O T U S E F O R C O N S T R U C T I O N 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 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 . 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 2 - A B - 5 1 1 7 P A V E M E N T D E S I G N 6/2/9914-AUG-2012 14:07R:\Roadway\Proj\b5117_rdy_typ.dgn$$$$USERNAM E$$$$ CL POI N T - L - G R A D E T O T H I S L I N E 6 ’ GRA D E 8 ’ 10" D 1 C 2 9 ’ W / G R T 4 :1 - L - S T A . 2 2 + 8 0 . 0 0 T O - L - S T A . 2 5 + 6 2 . 2 1 ( B E G I N B R I D G E ) - L - S T A . 2 6 + 6 9 . 7 9 ( E N D B R I D G E ) T O - L - S T A . 3 0 + 0 0 . 0 0 1 2 ’ 3: 1 3 :1 6’8’9’ W/GRT4:1 12’3:13:1 .0 8 .08 . 0 2 TYPICA L S E C T I O N N O . 2 U S E T Y P I C A L S E C T I O N N O . 2 W E A R I N G S U R F A C E O N C O R E D S L A B B R I D G E D E T A I L S H O W I N G A S P H A L T . 0 2 - L - S T A . 2 5 + 6 2 . 2 1 T O - L - S T A . 2 6 + 6 9 . 7 9 . 0 4 . 0 4 C 3 G R A D E P O I N T " M I N . 2 CL 4 ’ - 6 " M I N . 1 2 ’ 1 2 ’ - L - 4 ’ - 6 " M I N . V A R 3 ’ R 1 T 3:1 M A X . 0 2 C 2 E 1 I N S E T N O . 1 I N S E T N O . 1 U s e w i t h T y p i c a l S e c t i o n N o . 2 U S E I N S E T N O . 1 F O R : U S E I N S E T N O . 1 USE INSET NO. 1 T H I S L I N E G R A D E T O TRAVEL LANE EDGE OF - L - S T A . 2 3 + 2 3 . 0 0 T O B E G I N O F A P P R O A C H S L A B ( R T . ) - L - S T A . 2 5 + 4 9 + / - T O B E G I N O F A P P R O A C H S L A B ( L T . ) R E V E R S E E N D O F A P P R O A C H S L A B T O - L - S T A . 2 7 + 6 7 . 0 0 ( R T . ) E N D O F A P P R O A C H S L A B T O - L - S T A . 2 6 + 9 1 + / - ( L T . ) R E V E R S E E 1 D 1 3 3 ’ - 1 0 " 6 " E 2 PAVEMENT SCHEDULEE13" TYPE S9.5BC3VAR. DEPTH TYPE S9.5B C2TEARTH MATERIAL R1SHOULDER BERM GUTTER 5" TYPE B25.0B D12" TYPE I19.0B Slope Ditch Front D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S MATCH LINE -L- STA. 24+00.00 SEE SHEET NO. 5 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 4 B - 5 1 1 7 14-AUG-2012 14:08R:\Roadway\Proj\b5117_Rdy_psh4.dgn$$$$USERNAME$$$$-L- POT Sta. 10+00.00 10+00 15+00 20+00 - L - P C S t a . 1 8 + 3 1 . 5 9 P I S t a 2 6 + 4 9 . 0 9 DL = 1 , 6 1 2 . 7 9 ’ T = 8 1 7 . 5 0 ’ R = 4 , 0 0 0 . 0 0 ’ - L - C U R V E D A T A - L - R O = 1 2 0 ’ S E = . 0 4 0202 EXIST. N O T E : BEGIN P R O J E C T B - 5 1 1 7 12’12’ 12’12’ +91.59 -L- POT S T A . 1 6 + 0 0 . 0 0 2 0 ’ R=15’ R=15’ R = 1 5 ’ 2 0 ’ 5 0 ’ T A P E R 8 :1 G RA U 3 5 0 TL- 3 B E G I N O F A P P R O A C H S L A B ( R T . ) - L - S T A . 2 3 + 2 3 . 0 0 T O S H O U L D E R B E R M G U T T E R B L - 2 B L - 1 S E E S H E E T 6 F O R - L - P R O F I L E 8 : 1 15" Flatter4:1 orD3:1 ( Not to Scale)SPECIAL CUT DITCH-L- STA. 16+50 TO -L- STA. 23+11 (RT.)DETAIL "A"Min. D=1.0 Ft.Ground Natural 5’ x 1 5 ’ C L A S S ’ I ’ R I P R A P P A D E S T . 5 T O N S 1 9 S Y G E O T E X T I L E S e e D e t a i l " A " S p e c i a l C u t D i t c h S e e D e t a i l " A " S p e c i a l C u t D i t c h 0 4 0 1 1 8 " 18" RCP 4 4 2 . 0 2 ’ DATUM DESCRIPTIONTHE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECTIS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BYWITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF 12’ SOIL DR G A T E M T L 342.75’ 318.38’ 93.97’ 328.33’ 340.20’ 60.00’ 60.00’ 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/WTO HWY 53 2 3 . 7 ’ B S T N C 2 1 0 L . G . B E A T T Y E S T A T E D B 1 5 2 P G 1 0 T R I P L E B L A N D C O M P A N Y L L C , D B 6 2 6 P G 9 0 2 P B A - 9 P G 9 0 CLA U D I A H . CHESTE R B A R N H I L L DB 54 4 P G 5 1 9 PB A- 9 P G 9 0 S L E E P Y C R E E K F A R M S I N C . D B 2 3 9 P G 4 6 1 P B 8 P G 5 2 W O O D S W O O D S W O O D S W O O D S W O O D S 63.82’+51.59 65.13’+94.41 31.01’+85.55 7’ SOIL DR. 1 2 3 4 + 0 0 EX . R / W & 5 0 ’ + 5 0 5 0 ’ & 7 5 ’ 5 0 ’ + 6 0 EX . R / W EX . R / W 7 0 ’ + 6 5 + 1 0 8 0 ’ + 3 0 - L - - L - - L - - L - + 3 1 . 5 9 - L - - L - - L - + 5 5 9 2 ’ - L - + 5 1 - L - + 0 0 1 0 0 ’ - L - EX I S T . R / W 4 6 ’ - L - + 2 3 . 8 8 7 7 ’ - L - + 5 2 . 9 5 F F F C F F C F F C F NAD 83/ NSRS 2007 G R O U N D N A T U R A L S L O P E F I L L GE O T E X T I L E GE O T E X T I L E EXCAVATION 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 M ATCH LINE -L- STA. 24+00.00SEE SH EET NO. 4 REVISIO NS 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 . 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 . 5 B - 5 1 1 7 28-JAN-2014 13:39R:\Roadway\Proj\b5117_Rdy_psh5.dgn$$$$USERNAM E$$$$25+00 30+00 35+00 - L - P O T S t a . 3 7 + 8 8 . 5 0 - L - P T S t a . 3 4 + 4 4 . 3 8 PI Sta 26+49.09DL = 1,612.79’T = 817.50’R = 4,000.00’-L- CURVE DATA - L - SE = .04RO = 120’ EXIST. 02 02 N O T E S : ( 2 ) S E E S H E E T S S - 1 T O S - F O R S T R U C T U R E D E T A I L S ( 1 ) S E E S H E E T 6 F O R - L - P R O F I L E E N D P R O J E C T B - 5 1 1 7 - L - P O T S T A . 3 6 + 5 0 . 0 0 END BRIDGE-L- STA. 26+69.79-L- STA. 25+62.2112’12’-L- 12’12’ 12’12’ +84.38 2 0 ’ R =15’ R=15’ 2 4 ’ R = 30’ R=30’ 2 0 ’ R = 1 5 ’ 5 0 ’ T AP E R SKETCH SHOWING PAVEMENT/BRIDGE RELATIONS H I P (NOT TO SCALE)BEGIN APPROACH SLABEND APPROACH SLA B G R A U 3 5 0 T L- 3 GRAU 350 TL- 3 GRAU 350 TL-34’-6" MIN.4’-6" MIN.-L- STA. 25+51.25-L- STA. 26+80.75 8 : 1 BEGIN BRIDGE 8 : 1 TYPE IIITYPE III TYPE IIITYPE III 6’6’50:150:1 6’50:150:1BEGIN OF APPROACH SLAB (RT.)-L- STA. 23+23.00 TOSHOULDER BERM GUTTER-L- STA. 27+67.00END OF APPROACH SLAB (RT.) TO SHOULDER BERM GUTTER BM#1 BL-3 B L - 4 B L - 5 8:133’-10" R = 1 5 ’ BEGIN OF APPROACH SLAB (LT.)BEGIN OF TYPE-III TO SPECIAL SHOULDER BERM CURB TO END OF TYPE-III END OF APPROACH SLA B ( L T . ) SPECIAL SHOULDER BER M C U R B 1 5 " 0 5 11 0 5 1 2 05050506 0 5 0 7 0 5 1 0 TB2GI15"TB2GI15"TB2GI15" R E M O V E LAKE CREEK REM O VE 0502 05010504 0503CLASS ’I’ RIP RAPEST. 2 TONS6 SY GEOTEXTILE C L A S S ’ I ’ R I P R A P E S T . 2 T O N S 6 S Y G E O T E X T I L E C L A S S ’ I ’ R I P R A P E S T . 2 T O N S 8 S Y G E O T E X T I L E E S T . 6 T O N S 1 5 S Y G E O T E X T I L E CLASS ’I’ RIP RAPEST. 2 TONS6 SY GEOTEXTILE CLASS ’I’ RIP RAPEST. 2 TONS6 SY GEOTEXTILE TO ELEV. 29.0 CLASS ’II’ RIP RAPTO ELEV. 29.0 CLASS ’II’ RIP RAPEST. 35 SY GEOTEX T I L E EST. 24 TONS CLASS ’I’ RIP RAP SEE DETAIL "B"TOE PROTECTION 5 ’ x 1 5 ’ C L A S S ’ I ’ R I P R A P P A D ES T . 5 T O N S 1 9 S Y G E O T E X T I L E ( N o t t o S c a l e ) T O E P R O T E C T I O N d FL A T TE R 3:1 O R - L - S T A . 2 8 + 0 4 T O - L - S T A . 2 8 + 3 4 ( R T . ) D E T A I L " B " T y p e o f L i n e r = C L . ’ I ’ R i p - R a p d = 1 . 5 F t . 36" RCP-IV H W 1 8 " O U T L E T P R O T E C T I O N C L A S S ’ I ’ R I P R A P S E E D E T A I L " C " D ( N o t t o S c a l e ) EXISTIN G BAN K E XIS TI N G B A N K P I P E O U T L E T C H A N N E L D E T A I L " C " - L - S T A . 3 4 + 9 3 ( R T . ) 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 ( V a r i a b l e ) C H A N N E L B E D E s t . = 1 5 S Y G e o t e x t i l e E s t . = 6 T o n s o f C l a s s ’ I ’ R i p - R a p D = 3 . 0 F t . L e n g t h = 1 2 F t . T T T BRIDGE #47 S 9’ SOIL/GRAVEL DRGATE G A T E M T L 14’ SOIL RD 11’ SOIL RD 1 5 " R C P 623. 99’ 643.96’ ELEV 28.29’BRIDGE SEATELEV 26.14’BRIDGE SEAT 60.00’ E X IS T ING R / W E X IS T ING R / W ECM B 24" RCP 3.04’ N C 4 1 8 .5 + / - MILE S 2 3 .7 ’ B S T N C 2 10 S L E E P Y C R E E K F A R M S I N C . D B 2 3 9 P G 4 6 1 P B 8 P G 5 2 L . G . B E A T T Y E S T A T E D B 1 5 2 P G 1 0 M A R G A R E T B U R N S C L A W S O N D B 3 9 4 P G 8 1 5 SLEEPY CREEK FARMS INC . DB 239 PG 461PB 8 PG 52L.G. BEATTY ESTATEDB 152 PG 10 WOODS WOODSWOODS W O O D S W O O D S W O O D S WINGWALL 10’ WDWINGWALL10’ WD ELEV 28.32’BRIDGE SEATSOIL DRELEV 26.19’BRIDGE SEAT11.11’+65.28 32. 0 6’ + 38. 11 4 4 3 5 3 + 0 0 + 5 0 EX . R / W & 5 0 ’ + 8 0 5 0 ’ & 6 5 ’ 5 0 ’ & 6 5 ’ + 1 5 + 1 5 E X . R / W & 6 0 ’ EX . R / W & 6 0 ’ + 9 0 +30 +25 5 0 ’ + 4 4 . 3 8 + 0 0 EX . R / W & 6 0 ’ + 6 0 7 0 ’ + 6 5 EX . R / W + 3 0 E X . R / W EX . R / W + 6 5 100’EXIST. R/W +15-L--L-110’+30EX. R/W -L-+25EX. R/W 110’-L--L- - L - 7 5 ’ 5 0 ’ + 0 0 - L - - L - - L - - L - - L - - L - - L - - L - - L - - L - - L - - L - 81’+08.28 87’+30 87’+25 5 3 ’ + 0 0 + 3 0 8 0 ’ 5 0 ’ & 6 5 ’ + 6 5 FFF F C F F F F F F F F F FF F C F C F F C C N A D 83/ N SR S 2007