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Home My WebLink About20141053 Ver 1_Application_20141013O��p WATFqOG � > � O T Offce Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PC Form A. A licant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1 d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certifcation — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certifcation — Express ❑ Riparian BufferAuthorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: No. ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of projecY 17BP.8.R.61 Bridge 439 Over Branch Sandy Creek Along SR 2261 Old Liberty Road 2b. County: Randolph 2c. Nearest municipality / town: Grays Chapel 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state 17BP.S.R.61 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if Robert W Stone II, PE applicable): 902 Sandhills Blvd. 3d. Street address: p0 Box 1067 3e. City, state, zip: Aberdeen, NC 28315 3f. Telephone no.: 910-944-2344 3g. Fax no.: 910-944-5623 3h. Email address: robstone@ncdot.gov Page 1 of 10 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: � Agent ❑ Other, specify: 4b. Name: Art C. King 4c. Business name NCDOT Highway Division 8 (if applicable): 4d. Street address: 902 North Sandhills Blvd. 4e. City, state, zip: Aberdeen NC 28315 4f. Telephone no.: 910-944-2344 4g. Fax no.: 919-944-5623 4h. Emaii address: acking@ncdot.gov 5. AgenUConsultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): NA 1b. Site coordinates (in decimal degrees): Latitude: 35.826047° Longitude: -79.684767° (DD.DDDDDD) (-DD.DDDDDD) 1c. Propertysize: NA 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to granch Sandy Creek 17-16-(1) proposed project: 2b. Water Quality Classification of nearest receiving water: WS-III 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: The site consists of a structurally deficient bridge along a two lane section of state road. Land use in the vicinity of the project is primarily residential and agricultural. 3b. List the total estimated acreage of all existing wetlands on the property: No wetlands on site. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Branch Sandy Creek bisects the project alignment. 3d. Explain the purpose of the proposed project: The purpose of the project is to replace Bridge 439, which is considered structurally deficient, with a box culvert. 3e. Describe the overall project in detail, including the type of equipment to be used: The existing bridge will be replaced with (2) 10' X 10' RCBC's along the same alignment. Traffic will be detoured off-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 / projec[ (including all prior phases) in the past? ❑ Yes � No ❑ Unknown Comments: Field visit by NCDOT and USACE determined that no wetlands are present on-site. 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): 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 � yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file° instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type ofjurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem ora T W1 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 � P� T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 � P � T 'Reinforced Box Branch Sandy � PER � Corps 3-6 57 Culvert Creek ❑ INT ❑ DWQ S2 � P❑ T Bank Stabilization Branch Sandy � PER � Corps Creek ❑ INT ❑ DWQ 3-6 79 S3 ❑ P� T Dewatering (dikes Branch Sandy � PER ❑ Corps 3-6 142 and pump around) Creek ❑ INT � DWQ S4 ❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts "'136(P) 142(T) 3i. Comments: 'Culvert Size: (2) @ 10' X 10' w/ top edge bevel and wingwalls. " NCDOT proposes mitigation for the permanent 57' RCBC impact only. Page 4 of 10 PCN Form — Version 1.3 December 10, 2008 Version 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. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable) Type of impact Waterbody type Area of impact (acres) — Permanent (P) or Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4L Total open water impacts 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. Se. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose of (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 Sf. Total 5g. Comments: Sh. 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: Page 5 of 10 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number— Reason for Buffer Zone 1 impact Zone 2 impact Permanent (P) impact Stream name mitigation (square feet) (square feet) or Temporary required? T B1 ❑ P❑ T Bridge ❑ Yes Replacement ❑ No B2 ❑ P � T ❑ Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The same crossing location will be used. High and low flow barrels to provide aquatic passage. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. An off-site detour will be utilized to serve local traffic. Impacts to the stream will be minimized by dewatering the construction area following the removal of the existing bridge. Dewatering will be accomplished through the installation of impervious dikes upstream and downstream of the proposed structure. Flooding from storms will be pumped out through silt bags and discharged into the nearest sediment basin. Silt fencing will limit sediment intrusion. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? 2b. Ifyes, mitigation is required by (check all that apply): ❑ DWQ � Co�ps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: NA 3b. Credits Purchased (attach receipt and letter) Type Quantity Page 6 of 10 PCN Form — Version 1.3 December 10, 2008 Version 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: 57 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: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsib�e Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 PCN Form — Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: ❑ Yes ❑ No 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? NA 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: The project will be completed in accordance with the NCDOT BMP manual to the maximum extent practicable. Construction stormwater management will comply with NCS 000250. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? � DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: NPDES 4b. Has the approved Stormwater Management Plan with proof of approval been attached? � Yes ❑ No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes � No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes° to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: A Minimum Criteria Rule Compliance/MC Checklist was prepared by the NCDOT. 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .� 300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No additional development, which could impact nearby downstream water quality? 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 of 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. NA Page 9 of 10 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes habitat? � No Sb. Have you checked with the USFWS concerning Endangered Species Act � Yes impacts? ❑ No � Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? A review of GIS NC Natural Heritage Program (NHP) elemental occurrence data obtained from NC One Map, updated January 2014, was conducted. It was found that there are no NHP elemental occurrences of Federally Endangered Species within 2 miles of Bridge 439. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NOAA Essential Fish Habitat Mapper v3.0 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? An Archaeology - No Survey Required Form was completed by NCDOT Cultural Resources Specialist. A Historic- No Survey Required Form was completed by NCDOT Cultural Resources Specialist. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No Sb. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics coordination with FEMA. 8c. What source(s) did you use to make the floodplain determination? FEMA Maps �T �� '� /'�� /b-3 -/� ApplicanbAgenYs Printed Name ApplicanVAg� Signature Date (AgenYs signature is valid only if an authorization letterfrom the applicant is provided.) Page 10 of 10 PCN Form — Version 1.3 December 10, 2008 Version �'� . �'��m �� i��R North Carolina Department of Environment and Natural Resources Pat McCrory �v1ichael Ellison. Director Governor EGOSystem E ,+�ance,nent Program September 3Q 2014 Mr. Art Ki�ig NCDOT Division 8 Environmental Officer Na-th Carolina Departme�t of Transportation 902 N. Sandhills Boulevard Aberdeen, North Carolina 28315 Dear Mr. Ki�g: Subject EEP Mitigation Acceptance Le[ter: John E Skvaila. lil Secret��iv Division 8 Project Replace Bridge 439 on SR 2261 over Branch Sandy G�eek, Randolph County Tl�e purpose of thi. letter is to notify you tha[ the Ecosystero Enhancement Program (EEP) will provide the compen,atory sn-eam mitigation for the subject projecc [3ased on the inConnation ,upplied by you on September 30, 2014, the impacts are located in CU 03030003 of the Cape Fear River basin i�� tl�e Central Piedmo�t (CP) �.eo-Region, a�d are a, follows: CApe Fear 03030003 CP � Impacts (feet/acres) *Somc of thcstrwm an �ct�i Is. Stream W eflands Cold Cool Warm Riparian Non- 57.0 Coastal Marsh impacts' mny bc proposcd ro bc mi[igatcd at u 1: I mitivution ratio. Scc Buffer(Sq. Pt.) Zone 1 Zone 2 applic[i[ion fbr This impact and associared mitigation necd were under projected by the NCDOT in the 2014 impact data. EEP will commit to implement sufficie�t eompensatory stream mitigation credits to oCfset the impacts associaled with this project as detemiined by d�e regulatory agencies using the delivery [imeline listed in Seetion F3.aiii of the N.C. Department of Environment and Natural Resources' Ecosystem Enh�ncement Program hi-Lieu Fee In,trument dated July 28, ?010. If the above referenced impaet amounts are revised, then thi, mitigation acceptance letrer will no longer be valid and a new mitigation acceptance letter �vill be required from EEP. If you have any questions or need additional infonnation, please contact Betl� Hermon at 919-707-8420. Sincerely, � ��. %� James . Stanfill EEP Asset Manaeement Supervisor cc: M,. Liz Hair, USACE — Wilmington Regulato�y Pield Office Mr. Dave Waimvright — NCDW R Raleigh OfYice Ms. Linda Fitzpatrick, NCDOT— PDEA Mr. Pliilip Beach, SEPI Engineering File: SR 2261 — Bridge 439 — Divisio� 8 16 . , i _ .,� � ' i� �3-I.i�� "�C.91y � 8°�6.�.i �r avimiiGCn'�.gOv An EGU?� OpUotlunN Wt�i:malivp AC�mn ET{�:ip?i - F.1d['c �.n oon bq reCycied pape; P507 Lineberry Lake C r e e k Benny Lineberry Rd . R o ut h R d . Oakley Rd. J e s s H ackett Rd. Old Lib e rty Rd. O ld Liberty Rd. Lineberry Rd. Tree R d. Bruce Pugh M a m i e M a y Rd . Rd.Kings Way Rd. Williams R o u t h Cr o o k e d Cr e e k R d . Grays Chapel School Rd. 2138 2445 2261 2446 2448 2514 2447 2449 2140 2132 2448 2261 2140 2198 2261 2261 2445 2381 Lineberry Chapel Grays 22 22 Creek Prong Branch Sandy Creek See Sheet 1-A For Index of Sheets 1 7 B P . 8 . R . 6 0 & 1 7 B P . 8 . R . 6 1 OFF-SITE DETOUR ROUTE VICINITY MAP See Sheet 1-C For Survey Control Sheet See Sheet 1-B For Conventional symbols LOCATION PROJECT -L1- OLD LIBERTY ROAD SR 2261 C R E E K B R AN C H S AN D Y 17BP.8.R.61 (BR 439) -L1- STA. 14+65.00 END PROJECT 17BP.8.R.61 (BR 439) -L1- STA. 10+80.00 BEGIN PROJECT N C G RI D N A D 8 3 N A 2 0 11 4 TO US HWY 421T O N C H WY 22 LENGTH OF ROADWAY PROJECT 17BP.8.R.61 = 0.069 MI LENGTH OF STRUCTURE PROJECT 17BP.8.R.61 = 0.004 MI TOTAL LENGTH OF PROJECT 17BP.8.R.61 = 0.073 MI DHV D T V = = = = = = % % MPH ADT ADT % * DUAL DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS * TTST = FUNC CLASS = TIER 0 0 0 PROFILE (HORIZONTAL) 17BP.8.R.61 PE 17BP.8.R.61 R/W & UTIL PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: 0 9 / 0 8 / 9 9 17BP.8.R.61DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ C O N T R A C T : T I P P R O J E C T : 1 7 B P . 8 . R . 6 1 A R T MEN N A S O H D E P T O F TRA S PORT T I O N T A TEOFN RT C AR O LI N A AGNIESZKA NAU, PE TIM WELCH, PE MARCH, 2014 SEPT. 23, 2014 License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & FOR THE NORTH CAROLINA DEPT. OF TRANSPORATION NCDOT CONTACT TYPE OF WORK: BRIDGE NO. 439 (17BP.8.R.61) ON SR 2261 (OLD LIBERTY RD.) RANDOLPH COUNTY GRADING, DRAINAGE, PAVING, & STRUCTURE OVER BRANCH SANDY CREEK. PROJECT STREAM IMPACTS EXI S TI N G R/ W T T EOI EOI 15"0401 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. S S IMPACTS PERM. STREAM 0’10’20’ 5’ 10’ (ENGLISH) License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & N C G RI D N A D 8 3 N A 2 0 11 STABILIZATION DENOTES BANK F F C C C C C EXI S TI N G R/ W T T EOI EOI 15"0401 585 585 5 8 5 5 8 6 587587 5 8 7 5 8 8 588 5 8 8 589 589 589 5 8 9 589 5 8 9 590 5 9 0 590 590 5 9 0 590590590 591 5 9 1 591 591 591 5 9 2 592592 592 592 5 9 2 5 9 3 593 593 593 594 5 9 4 594 5 9 4 5 9 5 595 595 5 9 5 595 595 595 596 5965 9 6 596 597 597 5 9 7 598 5 9 8 598 5 9 9 599 599 599 6 0 0 600 6 0 2 602 6 0 3 6 0 4 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. 0’10’20’ 5’ 10’ (ENGLISH) License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & N C G RI D N A D 8 3 N A 2 0 11 17BP.8.R.61 3 S S IMPACTS PERM. STREAM STABILIZATION DENOTES BANK F F C C C C C P507 Lineberry Lake C r e e k Benny Lineberry Rd . R o ut h R d . Oakley Rd. J e s s H ackett Rd. Old Lib e rty Rd. O ld Liberty Rd. Lineberry Rd. Tree R d. Bruce Pugh M a m i e M a y Rd . Rd.Kings Way Rd. Williams R o u t h Cr o o k e d Cr e e k R d . Grays Chapel School Rd. 2138 2445 2261 2446 2448 2514 2447 2449 2140 2132 2448 2261 2140 2198 2261 2261 2445 2381 Lineberry Chapel Grays 22 22 Creek Prong Branch Sandy Creek See Sheet 1-A For Index of Sheets 1 7 B P . 8 . R . 6 0 & 1 7 B P . 8 . R . 6 1 OFF-SITE DETOUR ROUTE VICINITY MAP See Sheet 1-C For Survey Control Sheet See Sheet 1-B For Conventional symbols LOCATION PROJECT -L1- OLD LIBERTY ROAD SR 2261 C R E E K B R AN C H S AN D Y 17BP.8.R.61 (BR 439) -L1- STA. 14+65.00 END PROJECT 17BP.8.R.61 (BR 439) -L1- STA. 10+80.00 BEGIN PROJECT N C G RI D N A D 8 3 N A 2 0 11 4 TO US HWY 421T O N C H WY 22 LENGTH OF ROADWAY PROJECT 17BP.8.R.61 = 0.069 MI LENGTH OF STRUCTURE PROJECT 17BP.8.R.61 = 0.004 MI TOTAL LENGTH OF PROJECT 17BP.8.R.61 = 0.073 MI DHV D T V = = = = = = % % MPH ADT ADT % * DUAL DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS * TTST = FUNC CLASS = TIER 0 0 0 PROFILE (HORIZONTAL) 17BP.8.R.61 PE 17BP.8.R.61 R/W & UTIL PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: 0 9 / 0 8 / 9 9 17BP.8.R.61DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ C O N T R A C T : T I P P R O J E C T : 1 7 B P . 8 . R . 6 1 A R T MEN N A S O H D E P T O F TRA S PORT T I O N T A TEOFN RT C AR O LI N A AGNIESZKA NAU, PE TIM WELCH, PE MARCH, 2014 SEPT. 23, 2014 License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & FOR THE NORTH CAROLINA DEPT. OF TRANSPORATION NCDOT CONTACT TYPE OF WORK: BRIDGE NO. 439 (17BP.8.R.61) ON SR 2261 (OLD LIBERTY RD.) RANDOLPH COUNTY GRADING, DRAINAGE, PAVING, & STRUCTURE OVER BRANCH SANDY CREEK. PROJECT STREAM IMPACTS EXI S TI N G R/ W T T EOI EOI 15"0401 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. S S IMPACTS PERM. STREAM 0’10’20’ 5’ 10’ (ENGLISH) License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & N C G RI D N A D 8 3 N A 2 0 11 STABILIZATION DENOTES BANK F F C C C C C EXI S TI N G R/ W T T EOI EOI 15"0401 585 585 5 8 5 5 8 6 587587 5 8 7 5 8 8 588 5 8 8 589 589 589 5 8 9 589 5 8 9 590 5 9 0 590 590 5 9 0 590590590 591 5 9 1 591 591 591 5 9 2 592592 592 592 5 9 2 5 9 3 593 593 593 594 5 9 4 594 5 9 4 5 9 5 595 595 5 9 5 595 595 595 596 5965 9 6 596 597 597 5 9 7 598 5 9 8 598 5 9 9 599 599 599 6 0 0 600 6 0 2 602 6 0 3 6 0 4 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. 0’10’20’ 5’ 10’ (ENGLISH) License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & N C G RI D N A D 8 3 N A 2 0 11 17BP.8.R.61 3 S S IMPACTS PERM. STREAM STABILIZATION DENOTES BANK F F C C C C C 585 585 585 5 8 5 5 8 6 586 587587 5 8 7 5 8 7 588 5 8 8 5 8 8 5 8 8 588 589 5 8 9 589 589 590 5 9 0 590590 590590590 591 5 9 1 591 591 591 5 9 2 592 592 592 592 5 9 2 5 9 3 593 593 594 5 9 4 5 9 4 5 9 5 595 595 5 95 595 595 596 596 5 9 6 596 597 597 5 9 7 598 5 9 8 598 599 599 600 600 600 600 601 602 6 0 3 6 0 5 6 0 6 WOODS PASTURE GRASS -EL- 3 S ELEC 3 S E L E C T TEOI S V C 50 PR SVC 50 PR 300 PR 37 PR 15" SEE DETAIL B-1LINE W/ PSRMCUT ’V’ DITCH BASIN STILLING SPECIAL DIKE IMPERVIOUS DIKE IMPERVIOUS B CLEARING & GRUBBING PHASE INSTALL DRIVEWAY PIPE DURING $ $ $ $ U S E R N A M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & N C G RI D N A D 8 3 N A 2 0 11 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY 17BP.8.R.61 5 S S IMPACTS PERM. STREAM STABILIZATION DENOTES BANK F F F C C C C C 585 585 585 5 8 5 5 8 6 586 587587 5 8 7 5 8 7 588 5 8 8 5 8 8 5 8 8 588 589 5 8 9 589 589 590 5 9 0 590590 590590590 591 5 9 1 591 591 591 5 9 2 592 592 592 592 5 9 2 5 9 3 593 593 594 5 9 4 5 9 4 5 9 5 595 595 5 95 595 595 596 596 5 9 6 596 597 597 5 9 7 598 5 9 8 598 599 599 600 600 600 600 601 602 6 0 3 6 0 5 6 0 6 WOODS PASTURE GRASS -EL- 3 S ELEC 3 S E L E C T TEOI S V C 50 PR SVC 50 PR 300 PR 37 PR 15" SEE DETAIL B-1LINE W/ PSRMCUT ’V’ DITCH BASIN STILLING SPECIAL DIKE IMPERVIOUS DIKE IMPERVIOUS B CLEARING & GRUBBING PHASE INSTALL DRIVEWAY PIPE DURING $ $ $ $ U S E R N A M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & N C G RI D N A D 8 3 N A 2 0 11 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY 17BP.8.R.61 5 S S IMPACTS PERM. STREAM STABILIZATION DENOTES BANK F F F C C C C C 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 417BP.8.R.61 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 10 11 12 13 14 15 575 579 583 587 591 595 599 603 607 6 0 1.7 9 PI = 12+06.68 EL = 596.41’ (- )4 .2 4 6 4%(+)0.6427% VC = 185’ K = 38 PI = 13+83.19 EL = 597.55’ (+)0.6427%(+)4.9315% VC = 160’ K = 37 6 0 1.5 8 DS = 30 MPH DS = 30 MPH E L E V = 6 0 2 .6 4 P I = 10 + 2 5 L T ( - ) 6. 42 6 7% E L E V = 5 9 7 .8 2 P I = 11+ 0 0 L T E L E V = 5 9 6 .0 4 P I = 11+ 5 0 L T (- )5. 8 6 0 0% E L E V = 5 9 3 .11 P I = 12 + 0 0 L T (- )4 .2 13 3% E L E V = 5 8 9 .11 P I = 12 + 9 5 L T E L E V = 5 8 9 .7 1 P I = 12 + 9 5 R T (+)7.0100% E L E V = 5 9 7 .0 7 P I = 14 + 0 0 R T E L E V = 5 8 8 .9 3 P I = 13 + 4 5 L T (+)2.2800% E L E V = 5 8 9 .6 1 P I = 13 + 7 5 L T (+)7.0600% E L E V = 5 9 3 .14 P I = 14 + 2 5 L T (+)9.0250% E L E V = 5 9 6 .7 5 P I = 14 + 6 5 L T E L E V = 5 9 8 .6 1 P I = 14 + 5 0 R T (+)6.0533% E L E V = 6 0 3 .15 P I = 15 + 2 5 R T E L E V = 6 0 2 .6 4 P I = 10 + 2 5 L T E L E V = 5 9 7 .8 2 P I = 11+ 0 0 L T E L E V = 5 9 6 .0 4 P I = 11+ 5 0 L T E L E V = 5 9 3 .11 P I = 12 + 0 0 L T E L E V = 5 8 9 .11 P I = 12 + 9 5 L T ( - ) 6. 42 6 7% (- )5. 8 6 0 0% (- )4 .2 13 3% E L E V = 5 8 8 .9 3 P I = 13 + 4 5 L T E L E V = 5 8 9 .6 1 P I = 13 + 7 5 L T E L E V = 5 9 3 .14 P I = 14 + 2 5 L T E L E V = 5 9 6 .7 5 P I = 14 + 6 5 L T (+)2.2800% (+)7.0600% (+)9.0250% E L E V = 5 8 9 .7 1 P I = 12 + 9 5 R T E L E V = 5 9 7 .0 7 P I = 14 + 0 0 R T E L E V = 5 9 8 .6 1 P I = 14 + 5 0 R T E L E V = 6 0 3 .15 P I = 15 + 2 5 R T (+)7.0100% (+)6.0533% DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 500 = 25 = 590.1 = 750 = 100 = 591.07 = 2,400 = 500+ = 598.0 -L1- (BR 439) -L1- STA. 10+80.00 BEGIN GRADE -L1- STA. 14+65.00 END GRADE OFF 53.20’ RT Sta. 14+06.39 -L1- OF 24" POPLAR RR SPIKE IN BASE ELEV. 603.38’ OFF 63’ RT Sta. -BL- 9+01.00 BM 1 License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & Ha n d Ex i s t i n g E x i s t i n g Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 1 1 + 7 0 T O 1 2 + 1 0 - L - 2 @ 1 0 ' x 1 0 ' <0 . 1 5 6 . 5 RC B C 2 1 1 + 8 5 T O 1 2 + 1 4 - L - B a n k s t a b i l i z a t i o n < 0 . 1 7 8 . 6 3 1 1 + 9 7 T O 1 2 + 1 2 - L - D r y w o r k a r e a & <0 . 1 1 4 1 . 6 Pu m p a r o u n d TO T A L S : 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 < 0 . 1 < 0 . 1 1 3 5 . 1 1 4 1 . 6 0 . 0 AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 6 / 3 0 / 2 0 1 4 RA N D O L P H C O U N T Y BR G . 4 3 9 O V E R B R A N C H S A N D Y C R E E K NC 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 DI V I S I O N O F H I G H W A Y S AL O N G S R 2 2 6 1 O L D L I B E R T Y R O A D ) W E T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S P507 Lineberry Lake C r e e k Benny Lineberry Rd . R o ut h R d . Oakley Rd. J e s s H ackett Rd. Old Lib e rty Rd. O ld Liberty Rd. Lineberry Rd. Tree R d. Bruce Pugh M a m i e M a y Rd . Rd.Kings Way Rd. Williams R o u t h C r o o k e d Cr e e k R d . Grays Chapel School Rd. 2138 2445 2261 2446 2448 2514 2447 2449 2140 2132 2448 2261 2140 2198 2261 2261 2445 2381 Lineberry Chapel Grays 22 22 Creek Prong Branch Sandy Creek TO NC HWY 22 TO US H WY 421 N C G RI D N A D 8 3 N A 2 0 11 RANDOLPH COUNTY PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. 2012 STANDARD SPECIFICATIONS GRAPHIC SCALES HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINASee Sheet 1-A For Index of Sheets $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ C O N T R A C T : A R T MEN N A S O H D E P T O F TRA S PORT T I O N T A TEOFN RT C AR O LI N A 4 5 P R ON G C R E E K -L2- OLD LIBERTY ROAD SR 2261 GRADING, DRAINAGE, PAVING, & STRUCTURE 1 7 B P . 8 . R . 6 0 & 1 7 B P . 8 . R . 6 1 P R O J E C T : 17BP.8.R.61 17BP.8.R.60 & 0 0 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 00 502550 2010510 20 401020 100 T V = =MPH % * 2013 SUB-REGIONAL TIER 7 * TTST =3%DUAL 4% 55 PROJECT ENGINEER PROJECT DESIGN ENGINEER AGNIESZKA NAU, PE NCDOT CONTACT TIM WELCH, PE OFF-SITE DETOUR ROUTE VICINITY MAP See Sheet 1-C For Survey Control Sheet See Sheet 1-B For Conventional symbols LENGTH OF ROADWAY PROJECT 17BP.8.R.60 = 0.040 MI LENGTH OF STRUCTURE PROJECT 17BP.8.R.60 = 0.006 MI TOTAL LENGTH OF PROJECT 17BP.8.R.60 = 0.046 MI LENGTH OF ROADWAY PROJECT 17BP.8.R.61 = 0.069 MI LENGTH OF STRUCTURE PROJECT 17BP.8.R.61 = 0.004 MI TOTAL LENGTH OF PROJECT 17BP.8.R.61 = 0.073 MI N C G RI D N A D 8 3 N A 2 0 11 TO US HWY 421T O N C H WY 22 C R E E K B R ANC H S AN D Y OLD LIBERTY ROAD SR 2261 -L1- LOCATION PROJECT Prepared in the Office of: License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & FOR THE NORTH CAROLINA DEPT. OF TRANSPORATION=822-L1- ADT COLLECTOR FUNC CLASS = MAJOR 2013 =-L2- ADT 1,530 BRIDGE NO. 439 (17BP.8.R.61) ON SR 2261 (OLD LIBERTY RD.) OVER BRANCH SANDY CREEK & BRIDGE NO. 440 (17BP.8.R.60) ON SR 2261 (OLD LIBERTY RD.) OVER PRONG CREEK 17BP.8.R.60 PE 17BP.8.R.61 PE MARCH, 2014 SEPT. 23, 2014 17BP.8.R.60 (BR 440) -L2- STA. 11+35.00 BEGIN PROJECT 17BP.8.R.60 (BR 440) -L2- STA. 13+80.00 END PROJECT 17BP.8.R.61 (BR 439) -L1- STA. 10+80.00 BEGIN PROJECT 17BP.8.R.61 (BR 439) -L1- STA. 14+65.00 END PROJECT 17BP.8.R.60 17BP.8.R.61 R/W & UTIL. R/W & UTIL. STEVE SCOTT, PE 17BP.8.R.60 CONST. 17BP.8.R.61 CONST. SHEET NO.PROJECT REFERENCE NO. 1-A $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 17BP.8.R.61 17BP.8.R.60 & INDEX OF SHEETS SHEET NUMBER SHEET 1 TITLE SHEET 1-A INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARD DRAWINGS 1-B CONVENTIONAL SYMBOLS 2 PAVEMENT SCHEDULE, TYPICAL SECTIONS, AND WEDGING DETAILS 5 PLAN SHEET FOR -L2- (440) 6 PROFILE SHEET FOR -L1- (439) 7 PROFILE SHEET FOR -L2- (440) 4 PLAN SHEET FOR -L1- (439) 1-C SURVEY CONTROL SHEET (439) 1-D SURVEY CONTROL SHEET (440) 3B GAURDRAIL SUMMARY & EARTHWORK X-1 CROSS SECTION INDEX ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. RIGHT-OF-WAY MARKERS: ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. UTILITIES: MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD SUBSURFACE PLANS: WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING GUARDRAIL: SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01. ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SHOULDER CONSTRUCTION: SECTIONS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. SUPERELEVATION: ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED GRADING AND SURFACING: GRADE LINE: REVISED: 11-01-11 EFFECTIVE: 01-17-12 GENERAL NOTES: 2012 SPECIFICATIONS 876.04 Drainage Ditches with Class ’B’ Rip Rap 876.02 Guide for Rip Rap at Pipe Outlets 862.02 Guardrail Installation 862.01 Guardrail Placement DIVISION 8 - INCIDENTALS Curve - Method I 560.01 Method of Shoulder Construction - High Side of Superelevated DIVISION 5 - SUBGRADE, BASES AND SHOULDERS 310.10 Driveway Pipe Construction DIVISION 3 - PIPE CULVERTS 225.04 Method of Obtaining Superelevation - Two Lane Pavement 225.02 Guide for Grading Subgrade - Secondary and Local 200.03 Method of Clearing - Method III DIVISION 2 - EARTHWORK STD.NO. TITLE a part of these plans: July 18, 2006 are applicable to this project and by reference hereby are considered Design Branch - N. C. Department of Transportation - Raleigh, N. C., Dated The following Roadway Standards as appear in "Roadway Standard Drawings" Highway 2012 ROADWAY ENGLISH STANDARD DRAWINGS REV. 11-01-11 EFF. 01-17-12 UO-1 THRU UO-3 UTILITIES PLANS SN-1 STRUCTURE STANDARD NOTES TMP-1 THRU TMP-4 TRAFFIC CONTROL FOR -L1- (439) TMP-1 THRU TMP-4 TRAFFIC CONTROL FOR -L2- (440) EC-1 THRU EC-5 TRAFFIC CONTROL FOR -L1- (439) EC-1 THRU EC-5 TRAFFIC CONTROL FOR -L2- (440) X-2 THRU X-8 CROSS-SECTIONS FOR -L1- (439) X-9 THRU X-13 CROSS-SECTIONS FOR -L2- (440) C-1 THRU C-12 STRUCTURE PLANS FOR -L1- 439 AND -L2- 440 3A DRAINAGE SUMMARY Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing Metal Guardrail Existing Cable Guiderail Proposed Guardrail Equality Symbol Pavement Removal Baseline Control Point RIGHT OF WAY: Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access Proposed Control of Access Proposed Right of Way Line C F Existing Easement Line Proposed Temporary Construction Easement Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Utility Easement HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ; z v W K Proposed Lateral, Tail, Head Ditch False Sump Proposed Cable Guiderail MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Paved Ditch Gutter UTILITIES: ROADS AND RELATED FEATURES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power Manhole Power Line Tower Power Transformer Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Booth Telephone Pedestal U/G Telephone Cable Hand Hole R } T p Q l e ] / b H-Frame Pole O O POWER: TELEPHONE: Telephone Cell Tower Recorded U/G Power Line Recorded U/G Telephone Cable Designated U/G Telephone Cable (S.U.E.*) Recorded U/G Telephone Conduit Designated U/G Telephone Conduit (S.U.E.*) Recorded U/G Fiber Optics Cable WATER: Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line 4 I H a 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 Line n c 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 o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS: Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ? CONC CONC WW v v Drainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer Manhole m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property Monument Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence g F 123 Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE: Area Outline Gas Pump Vent or U/G Tank Cap Church School Dam Sign Small Mine Well V M WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge Woods Line Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled S FLOW Designated U/G Power Line (S.U.E.*) Designated U/G Fiber Optics Cable (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. = Subsurface Utility Engineering WLB EIP B ECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. Note: Not to Scale SHEET NO.PROJECT REFERENCE NO. Abandoned According to Utility Records WLB EAB EPB R W R W R W C A E TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS 1 2 / 0 5 / 1 1 Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland Proposed Permanent Easement with Iron Pin and Cap Marker Proposed Temporary Utility Easement TUE Iron Pin and Cap Marker Proposed Right of Way Line with DUEProposed Permanent Drainage / Utility Easement AUEProposed Aerial Utility Easement CRProposed Curb Ramp STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CONVENTIONAL PLAN SHEET SYMBOLS Underground Storage Tank, Approx. Loc. Geoenvironmental Boring UST Known Soil Contamination: Area or Site Potential Soil Contamination: Area or Site Concrete or Granite R/W Marker Proposed Right of Way Line with C A Concrete C/A Marker Proposed Control of Access Line with 1-B 17BP.8.R.61 17BP.8.R.60 & N C G RI D N A D 8 3 N A 2 0 1 1 -BL- 101 -BL- 103 -BL- 102 RR-SPIKE IN BASE OF 24IN POPLAR TREE BL STATION 9+01.00 63’ RIGHT N 756372 E 1797094 BM1 ELEVATION = 603.38’ P507 Lineberry Lake C r e e k Benny Lineberry Rd . R o ut h R d . Oakley Rd. J e s s H ackett Rd. Old Lib e rty Rd. O ld Liberty Rd. Lineberry Rd. Tree R d. Bruce Pugh M a m i e M a y Rd. Rd.Kings Way Rd. Williams R o u t h Cr o o k e d C re e k R d . Grays Chapel School Rd. 2138 2445 2261 2446 2448 2514 2447 2449 2140 2132 2448 2261 2140 2198 2261 2261 2445 2381 Lineberry Chapel Grays 22 22 Creek Prong Branch Sandy Creek See Sheet 1-A For Index of Sheets 1 7 B P . 8 . R . 6 0 & 1 7 B P . 8 . R . 6 1 OFF-SITE DETOUR ROUTE VICINITY MAP See Sheet 1-C For Survey Control Sheet See Sheet 1-B For Conventional symbols LOCATION PROJECT NOTE: DRAWING NOT TO SCALE NOTES: INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. 1. THE CONTROL DATA FOR THIS PROJECT WAS PROVIDED BY NCDOT. CONTROL POINTS PROVIDED ARE AS FOLLOWS: INDICATES CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY NCDOT. License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & LOCALIZED PROJECT COORDINATES E = 1,796,807.66’N = 756,067.92’ LOCALIZED PROJECT COORDINATES N = 756,502.81’E = 1,797,040.49’ R E V IS I O N S R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 1-C17BP.8.R.61 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 OLD LIBERTY RD SR 2261 -L1- STA. 10+00.00 BEGIN STATE PROJECT 17BP.8.R.61 -L1- STA. 15+30.08 END STATE PROJECT 17BP.8.R.61 CREEK BRANCH SANDY DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "750439-1" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 757145.042(ft) EASTING: 1797000.387(ft) ELEVATION: 618.126(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9998983792 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 S1008’39.70"W "750439-1" TO -L1- STATION 10+00.00 IS 1094.2310’ 750439-1 N=757,145.042 E=1,797,000.387 ELEV=618.126’ BL ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION -L1- STATION OFFSET 101 BL-101 756055.1580 1796810.8560 604.58 OUTSIDE PROJECT LIMITS 102 BL-102 756297.1820 1797034.5760 596.32 13+26.13 13.13 RT SURVEY CONTROL SHEET 17BP.8.R.61 103 BL-103 756583.6320 1797018.3260 606.53 OUTSIDE PROJECT LIMITS -L1- N C G RI D N A D 8 3 N A 2 0 11 -BL- 101 -BL- 103 -BL- 102 RR-SPIKE IN BASE OF 15IN POPLAR TREE BL STATION 6+51.00 43’ RIGHT N 758480 E 1797512 BM1 ELEVATION = 617.64’ P507 Lineberry Lake C r e e k Benny Lineberry Rd . R o ut h R d . Oakley Rd. J e s s H ackett Rd. Old Lib e rty Rd. O ld Liberty Rd. Lineberry Rd. Tree R d. Bruce Pugh M a m i e M a y Rd . Rd.Kings Way Rd. Williams R o u t h C r o o k e d C re e k R d . Grays Chapel School Rd. 2138 2445 2261 2446 2448 2514 2447 2449 2140 2132 2448 2261 2140 2198 2261 2261 2445 2381 Lineberry Chapel Grays 22 22 Creek Prong Branch Sandy Creek See Sheet 1-A For Index of Sheets 1 7 B P . 8 . R . 6 0 & 1 7 B P . 8 . R . 6 1 OFF-SITE DETOUR ROUTE VICINITY MAP See Sheet 1-C For Survey Control Sheet See Sheet 1-B For Conventional symbols LOCATION PROJECT NOTE: DRAWING NOT TO SCALE NOTES: INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. 1. THE CONTROL DATA FOR THIS PROJECT WAS PROVIDED BY NCDOT. CONTROL POINTS PROVIDED ARE AS FOLLOWS: INDICATES CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY NCDOT. License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & LOCALIZED PROJECT COORDINATES E = 1,797,457.97’N = 758,350.23’ LOCALIZED PROJECT COORDINATES N = 758,761.29’E = 1,797,670.11’ R E V IS I O N S R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 1-D17BP.8.R.60 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 PRONG CREEK OLD LIBERTY RD SR 2261 -L2- STA. 10+00.00 BEGIN STATE PROJECT 17BP.8.R.60 -L2- STA. 15+04.07 END STATE PROJECT 17BP.8.R.60 SURVEY CONTROL SHEET 17BP.8.R.60 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "750439-1" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 757145.0420(ft) EASTING: 1797000.3870(ft) ELEVATION: 618.126(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9998983792 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 N2047’26.11"E "750439-1" TO -L2- STATION 10+00.00 IS 1289.1354’ 750439-1 N=757,145.0420 E=1,797,000.3870 ELEV=618.126’ BL ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION -L2- STATION OFFSET 101 BL-101 758327.4790 1797475.6080 625.21 OUTSIDE PROJECT LIMITS 103 BL-103 758792.2450 1797706.0580 629.07 OUTSIDE PROJECT LIMITS 102 BL-102 758574.0150 1797464.5570 624.13 12+23.56 10.06’ LT -L2- 2 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS TYPICAL SECTION NO. 1 VA R. 2: 1 M A X CL 8%VAR. 2:1 TO 6:1 TYPICAL SECTION NO. 2 EXIST. GROUND EXIST. GROUND T VAR . TO 4 :1 NORMAL VAR. 2:1 MAX 8% VA R. 2: 1 TO 6: 1 EXIST. GROUND EXIST. GROUND T VAR. TO 4:1 NORMAL VARIES VARIES $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ ROADWAY R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. PAVEMENT SCHEDULE NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE C1 E1 T EARTH MATERIAL. D1 TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE, OF TWO LAYERS. SF9.5A, AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. IN EACH PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE C2 BE PLACED IN LAYERS NOT TO EXCEED 1" IN DEPTH. AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, D2 THAN 4" IN DEPTH. DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2" OR GREATER TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, U W EXISTING PAVEMENT. WEDGING (SEE DETAIL) Detail Showing Method of Wedging U " 4 12 MIN. " 4 12 MIN. C1 C1 CL D2 C2 D2 C2 D1E1 C2 E1D1 U W ENGINEER V A R. 2: 1 M A X CL 8%VAR. 2:1 TO 6:1 EXIST. GROUND EXIST. GROUND T VAR . TO 4 :1 NORMAL VAR. 2:1 MAX 8% VA R. 2: 1 TO 6: 1 EXIST. GROUND T VAR. TO 4:1 NORMAL VARIES VARIES D1E1 C1 -L1- / -L2- -L1- / -L2- 17BP.8.R.61/17BP.8.R.60 AS DIRECTED BY ENGINEER MILL 25’ TO 50’ V 1.25" C1 U MILLING DETAIL -L2- 13+80.00 V 1.25" MILLING. -L2- License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & PAVE SHOULDER TO FACE OF GUARDRAIL ADD 3’ TO SHOULDERS FOR GUARDRAIL* *PAVE SHOULDER TO FACE OF GUARDRAIL ADD 3’ TO SHOULDERS FOR GUARDRAIL -L2- STA. 12+75.00 TO -L2- STA. 13+80.00 -L1- STA. 11+75.00 TO -L1- STA. 12+75.00 -L1- STA. 12+75.00 TO -L1- STA. 14+65.00 -L1- STA. 10+80.00 TO -L1- STA. 11+75.00 -L2- STA. 12+25.00 TO -L2- STA. 12+75.00 MIN. 8’ -0"11’11’ GRADE POINT GRADE TO THIS LINE MIN. 8’ -0" GRADE TO THIS LINE 10 1/2" MIN. 8’ -0" GRADE POINT 11’11’ MIN. 8’ -0" EXIST. GROUND 10 1/2" 4’4’** 4’*4’* -L2- STA. 11+35.00 TO -L2- STA. 12+25.00 CO M P U T E D B Y : A M H DA T E : SHEET NO. CH E C K E D B Y : DA T E : 3-A ZL0005CAR1US SF-750439 & SF-750440 5/ 2 9 / 2 0 1 4 LI S T O F P I P E S , E N D W A L L S , E T C . ( F O R P I P E S 4 8 I N C H E S & U N D E R ) R . C . P I P E C L A S S I V PROJECT NO. ***" RC PIPE CULVERTS, CONTRACTOR DESIGN G.D.I. FRAME WITH GRATE STD. 840.20 FR A M E , GR A T E S , AN D H O O D ST A N D A R D 84 0 . 0 3 CONCRETE TRANSITIONAL SECTION G.D.I. TYPE "A" STD. 840.17 OR 840.26 G.D.I. TYPE "B" STD. 840.18 OR 840.27 G.D.I. TYPE "D" STD. 840.19 OR 840.28 ** " R.C. PIPE (CLASS V) G.D.I. FRAME WITH TWO GRATES STD. 840.22 C.B. STD. 840.01 OR STD. 840.02 EN D W A L L S D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 R . C . P I P E C L A S S I I I C . S . P I P E ***" RC PIPE CULVERTS, CONTRACTOR DESIGN 15" SIDE DRAIN PIPE 18" SIDE DRAIN PIPE SLOPE CRITICAL ST A T I O N STRUCTURE NO. D R A I N A G E P I P E (R C P , C S P , C A A P , H D P E , o r P V C ) LOCATION (LT, RT, OR CL)' DRAINAGE PIPE ELBOWS NO. & SIZE CONC. COLLARS CL. "B" C.Y. STD. 840.72 PIPE REMOVAL LIN. FT.CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 J.B. STD. 840.31 OR 840.32 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 DI V I S I O N O F H I G H W A Y S TOP ELEVATION INVERT ELEVATION INVERT ELEVATION QUANTITIES FOR DRAINAGE STRUCTURES *TOTAL L.F. FOR PAY QUANTITY SHALL BE COL. 'A' + (1.3 X COL.'B') G.D.I. (N.S.) FRAME WITH GRATE STD. 840.24 G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24ABBREVIATIONS SI Z E TH I C K N E S S OR G A U G E % E F G 13 + 5 6 - L 1 - R T 4 0 1 o u t 5 9 5 . 3 2 5 9 2 . 7 0 6 . 5 5 4 0 11 + 1 3 - L 2 - L T 5 0 1 o u t 6 2 3 . 5 9 6 2 2 . 0 0 5 . 6 8 2 8 20 14 + 2 2 - L 2 - L T 5 0 2 o u t 6 2 4 . 5 3 6 2 2 . 4 0 5 . 3 2 4 0 21 SH E E T T O T A L S 10 8 41 12 ' ' 1 5 ' ' 24 ' ' 3 0 ' ' 18 ' ' 2 4 ' ' 15 ' ' 1 8 ' ' 12 ' ' 30 ' ' R . C . P I P E C L A S S I V 42 ' ' ***" RC PIPE CULVERTS, CONTRACTOR DESIGN LI N . FT . PER EACH (0' THRU 5.0') G.D.I. FRAME WITH GRATE STD. 840.20 .064 .064 .079 .109 FR A M E , GR A T E S , AN D H O O D ST A N D A R D 84 0 . 0 3 CONCRETE TRANSITIONAL SECTION DROP INLET CATCH BASIN G.D.I. TYPE "A" STD. 840.17 OR 840.26 G.D.I. TYPE "B" STD. 840.18 OR 840.27 G.D.I. TYPE "D" STD. 840.19 OR 840.28 ** " R.C. PIPE (CLASS V) 42 ' ' 4 8 ' ' G.D.I. FRAME WITH TWO GRATES STD. 840.22 C.B. STD. 840.01 OR STD. 840.02 TY P E O F GR A T E EN D W A L L S D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 R . C . P I P E C L A S S I I I 48 ' ' C . S . P I P E .064 36 ' ' ***" RC PIPE CULVERTS, CONTRACTOR DESIGN 15" SIDE DRAIN PIPE 10.0' AND ABOVE ST D . 8 3 8 . 0 1 83 8 . 1 1 O R ST D . 8 3 8 . 8 0 (U N L E S S NO T E D OT H E R W I S E ) B CU . Y A R D S 18" SIDE DRAIN PIPE DO NOT USE HDPE 36 ' ' .109 SLOPE CRITICAL 30 ' ' 3 6 ' ' 18 ' ' ST A T I O N STRUCTURE NO. D R A I N A G E P I P E (R C P , C S P , C A A P , H D P E , o r P V C ) DO NOT USE RCP DO NOT USE CSP DO NOT USE CAAP FROM TO LOCATION (LT, RT, OR CL)' 5.0' THRU 10.0' .064 .079 Remove Existing 15" RCP Remove Existing 15" RCP DRAINAGE PIPE ELBOWS NO. & SIZE REMARKSCONC. COLLARS CL. "B" C.Y. STD. 840.72 PIPE REMOVAL LIN. FT.CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 Drive PipeC.B.N.D.I.D.I.G.D.I.G.D.I.(N.S.)J.B.M.H.T.B.D.I.T.B.J.B.CATCH BASIN NARROW DROP INLET DROP INLET GRATED DROP INLET (NARROW SLOT)JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLET TRAFFIC BEARING JUNCTION BOX J.B. STD. 840.31 OR 840.32 12 ' ' 2 4 ' ' 15 ' ' 4 2 ' ' 4 8 ' ' TOP ELEVATION INVERT ELEVATION INVERT ELEVATION A QUANTITIES FOR DRAINAGE STRUCTURES *TOTAL L.F. FOR PAY QUANTITY SHALL BE COL. 'A' + (1.3 X COL.'B') G.D.I. (N.S.) FRAME WITH GRATE STD. 840.24 G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24ABBREVIATIONS 18 ' ' 15 ' ' 12 ' ' 4 8 ' ' 42 ' ' 36 ' ' 30 ' ' 24 ' ' No t e : I n v e r t E l e v a t i o n s i n d i c a t e d a r e f o r B i d P u r p os e s o n l y a n d s h a l l n o t b e u s e d f o r p r o j e c t c o n s t r u ct i o n s t a k e o u t . Se e " S t a n d a r d S p e c i f i c a t i o n s F o r R o a d s a n d S t r u c t u r es , S e c t i o n 3 0 0 - 5 " . GUARDRAIL SUMMARY LINE SURVEY STATION END LOCATION STRAIGHT CURVED SHOP FACED DOUBLE END APPROACH END TRAILING E.O.L. FROM DIST. "N" WIDTH SHOULDER TOTAL END APPROACH END TRAILING END APPROACH END TRAILING FLARE LENGTH WWARRENT POINTLENGTH ANCHORS AT-1 REMARKS STATION BEGINNING TYPE III DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA TOTAL LESS ANCHOR DEDUCTIONS SAY ADDITIONAL GUARDRAIL POSTS - 5 EA $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ R/W SHEET NO. 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. RT 2 2 2 TOTAL LESS ANCHOR DEDUCTIONS SAY ADDITIONAL GUARDRAIL POSTS - 5 EA SUBTOTAL "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. G = GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 3-B LT 13+45.0011+70.00 13+84.512+22.00 11+76.00 13+38.50 13+38.50 11+76.00 8 400.00’ 0.00’ License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & 3’-0" 3’-0" 4’-0" 4’-0" 6’-0" 6’-0" 7’-0" 7’-0" -L1- -L1- -L2- -L2- LT RT 2 100.00’ 100.00’ 100.00’ GRAU-350 8 @ 50’ = GRAU-350 17BP.8.R.61 17BP.8.R.60 & 100.00’75.00’ 62.50’ 62.50’ 62.50’ 262.50’ -400.00’ 262.50’ 262.50’ 11+70.00 13+45.00 12+22.00 13+84.5 11+76.00 13+38.50 11+76.0013+38.50 SUMMARY OF EARTHWORK IN CUBIC YARDS NOTE: SAY LOSS DUE TO CLEAR & GRUB. UNDERCUTLOCATION WASTEBORROWEMBT+%EXCAVATION UNCLASSIFIED WASTE IN LEU OF BORROW paid for at the contract lump sum price for "Grading." Clearing and Grubbing, and Removal of Existing Pavement will be Approximate quantities only. Unclassified Excavation, Fine Grading, SUBTOTAL PROJECT TOTAL TOTAL EST. 5% TO REPLACE TOP SOIL ON BORROW PIT GRAND TOTAL 34 342 342 443 443 443 450 -L1- STA. 10+80.00 TO 14+65.00 558 558 -L2- STA. 11+35.00 TO 13+80.00 101 570 570101SUBTOTAL 469 469 216 216 1,128 685 6851,128 1,128 719 D T 1 5 8 D T 1 5 9 D T 1 6 1 D T 1 6 4 D T 1 6 8 D T 1 6 9 D T 1 7 1 WOODS EXI STI N G R/ W 6 0 .0 0 ’ EXI STI N G R/ W D T 3 3 7 WOODS FIELD PASTURE GRASS GRASS DB 2096 PG 455 GARRISON COLTRANE CRYSTAL N. DB 1196 PG 1833 L.K. ROUTH JR. DB 1844 PG 777 ANTHONY NEIL GARRISON DB 1083 PG 797 ROGER DERYL GARRISON PB 89 PG 25 DB 1866 PG 3003 ROGER DERYL GARRISON PB 126 PG 89 DB 2200 PG 696 VIVIAN PARRIS WHITE DB 2163 PG 883 CHRISTINE PARRIS 20’ PAVED ROADWAY SR 2261 OLD LIBERTY RD. T O N C H WY 22 TO US HWY 421GRASS EIR EIR EIR EIP EIP PAVED DRIVE SOIL & GRAVEL T T T EOI EOI PI Sta 12+73.72 D L = 411.99’ T = 226.37’ R = 400.00’ 10 15 D PI Sta 14+94.75 L = 70.74’ T = 35.41’ R = 620.00’ PI Sta 10+23.70 D L = 47.35’ T = 23.70’ R = 385.00’ -L1- PT Sta. 15+30.08 PCC Sta. 14+59.34 PC Sta. 10+00.00 PCC Sta. 10+47.35 0 3 0 8 0 8 0 0 E XIS T. 0 4 0 5 0 6 0 8 0 8 0 7 0 6 0 5 0 3 0 2 0 1 E XI S T. D.S.= 30mph D.S.= 30mph D.S.= 35mph 0 7 0 8 0 8 0 4 15"0401 2: 1 D Flatter4:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 14+50 TO STA. 15+25 -L1- RT FROM STA. 11+50 TO STA. 12+00 -L1- LT FROM STA. 10+25 TO STA. 11+00 -L1- LT Slope Ditch Front Ground Natural DETAIL A-1 Type of Liner= PSRM Max d=1.5 Ft. Min. D=1.0 Ft. FROM STA. 14+00 TO STA. 14+50 -L1- RT FROM STA. 11+00 TO STA. 11+50 -L1- LT DETAIL B-1 Max. d=1.5 Ft. Min. D=1.0 Ft. Type of Liner= PSRM Ground Natural Slope Ditch Front 2: 1 D Flatter4:1 or d ( Not to Scale) CUT DITCH 2: 1 D Flatter2:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 12+95 TO STA. 14+00 -L1- RT FROM STA. 13+45 TO STA. 14+65 -L1- LT FROM STA. 12+00 TO STA. 12+95 -L1- LT DETAIL C-1 Max. d=1.5 Ft. Min. D=1.0 Ft. Type of Liner= CL I Rip-Rap Slope Ditch Front Ground Natural Geotextile SEE DETAIL A-1 LINE W/ PSRM SPECIAL CUT ’V’ DITCH SEE DETAIL B-1 LINE W/ PSRM CUT ’V’ DITCH SEE DETAIL A-1 LINE W/ PSRM SPECIAL CUT ’V’ DITCH SEE DETAIL C-1 LINE W/ CLASS I SPECIAL CUT ’V’ DITCH SEE DETAIL C-1 LINE W/ CLASS I SPECIAL CUT ’V’ DITCH SEE DETAIL A-1 LINE W/ PSRM SPECIAL CUT ’V’ DITCH SEE DETAIL B-1 LINE W/ PSRM CUT DITCH SEE DETAIL C-1 LINE W/ CLASS I SPECIAL CUT ’V’ DITCH 1 2 3 4 5 6 7 30.05’ 41.54’ 42.35’ 30.03’ 42.09’ 39.15’ 29.70’ 37.08’ 35.59’ +50.92 +00.82 +91.37 +07.48 +48.60 +61.39 +99.69 40.00’ 30.00’ 45.00’ 45.00’ 31.98’ +85.24 +59.34 40.00’ 29.31’ 40.00’ 27.60’ 45.00’ 30.69’ 31.44’ +50.00 +10.00 +80.00 +50.00 +46.41 51.29’ +62.05 41.32’ +15.93 60.00’ +36.84 31.61’ +63.99 29.95’ +22.80 40.90’ +35.55 63.84’ +49.30 76.57’+73.64 71.13’ +50.00 60.00’ 35.00’ R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 417BP.8.R.61 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 N C G RI D N A D 8 3 N A 2 0 1 1 11’ 11’ 1 1’ 1 1’ License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & NOTE: SEE PLAN SHEET 6 FOR PROFILE LINE (TYP) SLOPE STAKE CREEK BRANCH SANDY -L1- STA. 10+80.00 BEGIN PROJECT 17BP.8.R.61 -L1- STA. 14+65.00 END PROJECT 17BP.8.R.61 + 0 0 ( TYP) 2 0’ GRAU 350 GR AU 3 5 0 GRAU 350 GRAU 350 + 8 0 (TYP) 20’ 2 2 ’ BRIDGE 439 2 @ 10’ X 10’ RCBC -L1- STA. 12+97 NOTE: SEE SHEETS C-1 THRU C-12 FOR STRUCTURE PLANS 4’ PS 4 ’ P S 10:1 10:1 10: 1 10 :1 F F F F C C C C C C C C C WOODS EXI S TI NG R/ W 6 0 .0 0 ’ EXI S TI NG R/ W WOODS WOODS WOODS S O I L & G R A V E L SO IL & G R A V EL GRASS PASTURE PASTURE WOODS & TO NC HWY 22 S R 2261 OL D LI B E R T Y R D. 2 0’ P AVE D R OAD W AY T O US H WY 421 AXLE N 8 8 3 3’ 1 9 " W 2 0 3. 9 6’ N 5 0 4 5 ’3 7 " W 14 1.0 3 ’ N 3121’37" W 375.89’ S 5 4 0 8’ 2 6" W 4 1 3. 8 3’ N 8 8 0 6’ 5 6 " W 8 0. 0 4’ N 8 7 4 5’ 4 7 " W 1 6 5. 2 6 ’ N 8 8 0 8’ 2 9 " W 1 3 1. 2 3’ N 8 9 0 9’ 4 4 " W 2 4 3. 8 1’ N 0732’23" E 235.18’ EIP EIR STONE EIR BILLY RAY SHEFFIELD DB 1158 PG 313 PB 20 PG 25 DB 1808 PG 2953 GEORGE W. SHELAR DB 1073 PG 817 CATHERINE R. WARD BICKETT A. & PASTURE WOODS & JAYNE R. BLEVINS DB 99E PG 64 WOODS T T REMOVE15" REM O VE EST. 50 TONS CLASS ’II’ RIP RAP EST. 24 C.Y. EXCAVATION BENCH FLOODPLAIN BENCH FLOODPLAIN 0501 0502 15" EST. 10 TONS CLASS ’II’ RIP RAP EST. 15 SY COIR FIBER MATTING EST. 10 TONS CLASS ’II’ RIP RAP EST. 10 SY COIR FIBER MATTING EST. 45 TONS CLASS ’II’ RIP RAP EST. 26 C.Y. EXCAVATION EST. 10 TONS CLASS ’II’ RIP RAP d 2: 1 B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter2:1 or FROM STA. 11+00 TO STA. 12+20 -L2- LT DETAIL A-2 B=2.0 Ft. Max. d=1.5 Ft. Min. D=1.0 Ft. Type of Liner= PSRM Ground Natural Slope Ditch Front d 2: 1 B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter2:1 or FROM STA. 12+65 TO STA. 13+75 -L2- LT DETAIL B-2 B=2.0 Ft. Max. d=1.5 Ft. Min. D=1.0 Ft. Type of Liner= CL I Rip-Rap Ground Natural Ditch Slope Front Geotextile d 2: 1 B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter2:1 or FROM STA. 13+75 TO STA. 14+50 -L2- LT DETAIL C-2 B=2.0 Ft. Max. d=1.5 Ft. Min. D=1.0 Ft. Type of Liner= PSRM Ground Natural Slope Ditch Front SEE DETAIL A-2 LINE W/ PSRM SPECIAL CUT BASE DITCH SEE DETAIL B-2 LINE W/ CLASS I SPECIAL CUT BASE DITCH SEE DETAIL C-2 LINE W/ PSRM SPECIAL CUT BASE DITCH EST. 126 C.Y. EXCAVATION EST 20 SY COIR FIBER MATTING EST. 45 TONS CLASS ’II’ RIP RAP EST 30 SY COIR FIBER MATTING EST. 66 TONS CLASS ’II’ RIP RAP BENCH FLOODPLAIN EST. 10 TONS CLASS ’II’ RIP RAP 2A 3A 40.46’ 30.22’ 39.72’ 40.97’ 30.00’ +21.00 +30.54 +04.88 +51.83 30.61’ 50.07’ 29.89’ +69.92 +31.69 +19.36 45.00’ 45.00’ 45.00’ 45.00’ +90.00 +15.00 +70.00 29.75’ 30.03’ 29.55’ 30.37’ +15.00 60.00’+70.00 51.61’ +60.00 53.00’ +27.05 38.23’+62.43 53.00 +86.55 66.93’ +30.83 70.66’ 60.00’ 1-A -L2- 10 15 PI Sta 10+95.89 D L = 188.39’ T = 95.89’ R = 410.00’ PI Sta 12+53.87 D L = 128.80’ T = 65.48’ R = 290.00’ PI Sta 14+12.28 D L = 186.87’ T = 95.09’ R = 410.00’ DS = 35 mph DS = 30 mph DS = 35 mph 0 8 0 2 E XI S T. 0 3 0 4 0 5 0 6 0 8 0 8 0 8 0 7 0 9 0 6 EXIST. PT Sta. 15+04.07 PCC Sta. 13+17.20 PCC Sta. 11+88.39 PC Sta. 10+00.00 0 7 0 5 10 N C G RI D N A D 8 3 N A 2 0 11 P R ONG CR E E K -L2- R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 517BP.8.R.60 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 NOTE: SEE SHEETS C-1 THRU C-12 FOR STRUCTURE PLANS NOTE: SEE PLAN SHEET 7 FOR PROFILE License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & 11’ 11’ LINE (TYP) SLOPE STAKE + 5 0 -L2- STA. 11+35.00 BEGIN PROJECT 17BP.8.R.60 -L2- STA. 13+80.00 END PROJECT 17BP.8.R.60 TYP20’ GRAU 350 G R AU 3 5 0 GRAU 3 5 0GRAU 350 + 0 0 BRIDGE 440 3 @ 10’ X 8’ RCBC -L2- STA. 12+34 4’ PS 4’ PS 10:1 10:1 10 :1 1 0: 1 F F F C C FF C C 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 617BP.8.R.61 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 10 11 12 13 14 15 575 579 583 587 591 595 599 603 607 6 0 1.7 9 PI = 12+06.68 EL = 596.41’ (- )4 .2 4 6 4%(+)0.6427% VC = 185’ K = 38 PI = 13+83.19 EL = 597.55’ (+)0.6427%(+)4.9315% VC = 160’ K = 37 6 0 1.5 8 DS = 30 MPH DS = 30 MPH ( - ) 6. 4 2 67% (- )5. 8 6 0 0% E L E V = 5 9 3 .11 P I = 12 + 0 0 L T (- )4 .2 13 3%(+)7.0100% (+)2.2800% E L E V = 5 8 9 .6 1 P I = 13 + 7 5 L T (+)7.0600% E L E V = 5 9 3 .14 P I = 14 + 2 5 L T (+)9.0250% (+)6.0533% E L E V = 6 0 2 .6 4 P I = 10 + 2 5 L T B E G I N D I T C H G R A D E E L E V = 5 9 7 .8 2 P I = 11+ 0 0 L T E N D D I T C H G R A D E E L E V = 5 9 6 .0 4 P I = 11+ 5 0 L T B E G I N D I T C H G R A D E E L E V = 5 8 9 .11 P I = 12 + 9 5 L T E N D D I T C H G R A D E E L E V = 5 8 9 .7 1 P I = 12 + 9 5 R T B E G I N D I T C H G R A D E E L E V = 5 9 7 .0 7 P I = 14 + 0 0 R T E N D D I T C H G R A D E E L E V = 5 8 8 .9 3 P I = 13 + 4 5 L T B E G I N D I T C H G R A D E E L E V = 5 9 6 .7 5 P I = 14 + 6 5 L T E N D D I T C H G R A D E E L E V = 5 9 8 .6 1 P I = 14 + 5 0 R T B E G I N D I T C H G R A D E E L E V = 6 0 3 .15 P I = 15 + 2 5 R T E N D D I T C H G R A D E DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 500 = 25 = 590.1 = 750 = 100 = 591.07 = 2,400 = 500+ = 598.0 NOTE: SEE SHEETS C-1 THRU C-12 FOR STRUCTURE PLANS NOTE: SEE PLAN SHEET 4 FOR PLAN License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & OFF 53.20’ RT Sta. 14+06.39 -L1- OF 24" POPLAR RR SPIKE IN BASE ELEV. 603.38’ OFF 63’ RT Sta. -BL- 9+01.00 BM 1 -L1- STA. 10+80.00 BEGIN GRADE -L1- STA. 14+65.00 END GRADE -L1- (BR 439) 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 717BP.8.R.60 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 10 11 12 13 14 15 600 604 608 612 616 620 624 628 632 PI = 12+53.70 VC = 75’ EL = 624.82’ K = 121 DS = 55 MPH (+)0.5972%(-)0.0218%6 2 4 .11 6 2 4 .7 9 E L E V = 6 2 2 .0 0 P I = 11+ 2 5 L T ( - ) 5. 40 0 0% (- )6. 3 6 0 0% (- )4 .3 3 3 3% E L E V = 6 19 .0 0 P I = 11+ 7 5 L T (+)1.6286% E L E V = 6 17 .0 7 P I = 13 + 0 0 L T (+)2.4200%(+)10.0000% E L E V = 6 18 .2 8 P I = 13 + 5 0 L T E L E V = 6 2 0 .7 8 P I = 13 + 7 5 L T (+)5.7200% E L E V = 6 2 3 .5 9 P I = 11+ 0 0 L T B E G I N D I T C H G R A D E E L E V = 6 17 .0 5 P I = 12 + 2 0 L T E N D D I T C H G R A D E E L E V = 6 16 .5 0 P I = 12 + 6 5 L T B E G I N D I T C H G R A D E E L E V = 6 2 5 .0 7 P I = 14 + 5 0 L T E N D D I T C H G R A D E DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 500 = 25 = 618.0 = 800 = 100 = 618.84 = 2,350 = 500+ = 624.4 OFF 59.47’ RT Sta. 11+38.45 -L2- OF 15" POPLAR RR SPIKE IN BASE ELEV. 617.64’ OFF 43’ RT Sta. -BL- 6+51.00 BM 1 License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & NOTE: SEE SHEETS C-1 THRU C-12 FOR STRUCTURE PLANS NOTE: SEE PLAN SHEET 5 FOR PLAN -L2- STA. 11+35.00 BEGIN GRADE -L2- STA. 13+80.00 END GRADE -L2- (BR 440) SHEET NO.PROJECT REFERENCE NO. X-1 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 CROSS SECTION INDEX X-1 CROSS SECTION INDEX 17BP.8.R.60/17BP.8.R.61 -L1- (BR 439)X-2 THRU X-8 -L2- (BR 440)X-9 THRU X-13 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 595 595 600 600 605 605 610 610 615 615 590 590 10+50.00 595 595 600 600 605 605 610 610 590 590 10+75.00 595 595 600 600 605 605 610 610 590 590 10+80.00 X-217BP.8.R.61 -L1- 2.5 5 License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 602.97 2: 1 4:1 601.992: 1 4:1 0.074 0.022 4 : 1 601.792: 1 599.11 4:1 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 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 595 595 600 600 605 605 610 610 590 590 11+00.00 595 595 600 600 605 605 610 610 590 590 11+25.00 595 595 600 600 605 605 590 59011+50.00 X-317BP.8.R.61 -L1- 2.5 5 0.080 0.030 597.82 4:1 2: 1 4 : 1 600.99 0.080 0.043 596.78 4:12: 1 2: 1 599.99 0.080 0.055 596.04 4:12: 1 2: 1 599.07 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 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 590 590 595 595 600 600 605 605 585 585 11+75.00 590 590 595 595 600 600 605 605 585 58512+00.00 590 590 595 595 600 600 605 605 585 58512+25.00 X-417BP.8.R.61 -L1- 2.5 5 0.080 0.068 4:1 2: 1 598.10 2: 1 594.58 0.080 0.0804:1 2: 1597.322: 1 593.11 0.080 0.080 2:1 2: 1596.63 2: 1 592.06 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 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 590 590 595 595 600 600 605 605 585 58512+50.00 585 585 590 590 595 595 600 600 605 605 580 580 12+75.00 585 585 590 590 595 595 600 600 605 605 580 580 13+00.00 X-517BP.8.R.61 -L1- 2.5 5 0.080 0.080 2:1 2: 1596.21 2: 1 591.00 0.080 0.080 2:1 596.00 2: 1 589.95 0.080 0.070 2: 1 585.42 590.06 2:1 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 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 585 585 590 590 595 595 600 600 605 605 580 58013+25.00 590 590 595 595 600 600 605 605 585 58513+50.00 590 590 595 595 600 600 605 605 585 58513+75.00 X-617BP.8.R.61 -L1- 2.5 5 0.080 0.057 2:1 2: 1 596.12 2:1 591.81 0.080 0.045 2:1 596.87 2: 1 589.04 4 : 1 593.57 2:1 0.080 0.032 2:1 597.91 2: 1 589.61 DRIVEWAY 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 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 590 590 595 595 600 600 605 605 610 610 585 585 14+00.00 595 595 600 600 605 605 610 610 590 59014+25.00 595 595 600 600 605 605 610 610 615 615 590 590 14+50.00 X-717BP.8.R.61 -L1- 2.5 5 0.080 0.020 597.07 4 : 1 2:1 598.89 2: 1 2:1 592.38 0.080 0.008 597.73 4 : 1 2:1 599.91 4:1 2: 1 593.14 0.075 0.005 598.61 4 : 1 2:1 600.94 1"/ FT 2: 1 595.40 4:1 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 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 595 595 600 600 605 605 610 610 590 590 14+65.00 595 595 600 600 605 605 610 610 590 590 14+75.00 595 595 600 600 605 605 610 610 615 615 590 590 15+00.00 X-817BP.8.R.61 -L1- 2.5 5 0.064 0.013 4 : 14:1 601.58 599.52 2:1 602.00 4 : 1 600.12 2:1 603.00 4 : 1 2:1 601.64 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 620 620 625 625 630 630 615 615 11+25.00 615 615 620 620 625 625 630 630 610 610 11+35.00 615 615 620 620 625 625 630 630 610 610 11+50.00 X-917BP.8.R.60 -L2- 2.5 5 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 624.10 2: 1 3:1 622.00 624.11 0.010 0.080 2: 1 624.11 2: 1 3:1 621.40 624.14 0.017 0.080 2: 1 624.14 2: 1 3:1 620.50 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 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 615 615 620 620 625 625 630 630 610 610 11+75.00 615 615 620 620 625 625 630 630 610 610 12+00.00 615 615 620 620 625 625 630 630 610 610 12+25.00 X-1017BP.8.R.60 -L2- 2.5 5 624.13 0.030 0.0802:1 2: 1 624.13 2: 1 619.00 624.19 0.042 0.080 2: 1 624.19 2: 1 617.92 2.1:1 624.32 0.055 0.080 624.322.1:1 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 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 615 615 620 620 625 625 630 630 610 61012+50.00 615 615 620 620 625 625 630 630 610 610 12+75.00 615 615 620 620 625 625 630 630 610 610 13+00.00 X-1117BP.8.R.60 -L2- 2.5 5 612.83 0.068 0.080 612.83 624.18 0.080 0.080 2: 1 624.18 2: 1 616.66 2.1:1 624.28 0.080 0.080 2: 1 624.28 2: 1 617.07 2.1:1 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 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 615 615 620 620 625 625 630 630 610 610 13+25.00 615 615 620 620 625 625 630 630 610 610 13+50.00 620 620 625 625 630 630 615 61513+75.00 X-1217BP.8.R.60 -L2- 2.5 5 624.47 0.068 0.0822:1 2: 1 624.47 2: 1 617.68 624.54 0.055 0.0952:1 2: 1 624.54 2: 1 618.28 624.76 0.043 0.107 3:1 2: 1 624.76 2: 1 620.78 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 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 620 620 625 625 630 630 615 61513+80.00 620 620 625 625 630 630 615 615 14+00.00 X-1317BP.8.R.60 -L2- 2.5 5 624.79 0.040 0.110 2: 1 624.79 2: 1 621.07 3:1 625.013:1 622.21 2: 1 Statement of Compliance with Session Law 2009-337 An Act to Promote the Use of Compensatory Mitigation Banks and SL 2011-343. (link to,SL 2009-337) (link to SL 2011-343) Prior to accessing the Ecosystem Enhancement Program (EEP) In -Lieu Fee Mitigation Program, all applicants requesting wetlands, stream and/or riparian buffer mitigation are now required by law to comply with Session Law 2009-337 An Act to Promote the Use of Compensatory Mitigation Banks and Session Law 2011-343. All requests submitted on or after June 27, 2011 MUST include this form signed and dated by the permit,applicant or an authorized agent. Please refer to DENR's Implementation Policy for more detailed guidance. Compliance Statement: I have read and understand SL-2009-337 and SL-2011-343 and have, to the best of my knowledge, complied with their requirements. I understand that participationein the NCEEP is voluntary and subject to approval by permitting agencies. Please check all that apply: Applicant is a Federal or State Government Entity or a unit of local government El meeting the requirements set forth in G.S. 143-214.11 (as amended by SL 2011- 343) and is not required to purchase credits from a mitigation bank. There are no listed mitigation banks with the credit type I need located in the hydrologic unit where this impact will take place (link to DWR list) ❑ Mitigation bank(s) in the hydrologic unit where the impacts will occur have been contacted and credits are not currently available. ❑ The DWR or the Corps of Engineers did not approve of the use of a mitigation bank for the required compensatory mitigation for this project. ❑ This is a renewal request and the permit application is under review. Bank credits were not available at the time the application was submitted. Enter date permit application was submitted for review: Note: It is the applicant's responsibility to document any inquiries made to private mitigation banks regarding credit availability. PDB initial.here I.have read and, understand,EEP's refund policies.(attached) Philip Utgitally signed by Philip DN• cn=Philip, o=SEPI Engineering, Inc, ou=Beach, ,email=pbeach@sepiengineenng cam, c=US / Date 2014 09 30 0901 4604'00' Philip Beach Signature of Applicant or Agent Printed Name September 30, 2014 Date Bridge 439 Over Branch Sandy Creek Along SR 2261 Randolph County, NC Project Name Location NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP IN -LIEU FEE REQUEST FORM Revised June 18, 2014 Complete requested information, sign and date, email to kelly williams@ncdenr.gov Attachments are acceptable for clarification purposes (location map, address or lat long is required) Information submitted is subject to NC Public Records Law and may be requested by third parties. Review meetings are held on Tuesday afternoons. CONTACT INFORMATION APPLICANT'S AGENT APPLICANT 1. Business/Company Name 2. Contact Person . 3. Street Address or P 0 Box 4. City, State, Zip 5. Telephone Number 6. E-Mail Address 7. Project Name 8. Project Location (nearest town, city) SEPI Engineering, Inc. Philip Beach 1025 Wade Ave Raleigh, NC 919 573 9936 pbeach@sepiengineering com PROJECT INFORMATION NCDOT Division 8 Art King 902 N. Sandhills Blvd PO Box 1067 Aberdeen, NC 910-944-2344 acking@ncdot.gov Bridge 439 Over Branch Sandy Creek Along SR 2261 Grays Chapel 9. Lat-Long Coordinates or attach a map • Latitude: 35.826047° 10. County Randolph 11. River Basin & Cataloging Unit (8-digit) Cape Fear 03030003 (See Note 1) 12. Project Type **indicate owner type and write in project type (e g. school, church, retail, residential, apartments, road, utilities, military, etc )** 13. Riparian Wetland Impact (ac.) (e.g., 0.13) 14. Non -Riparian Wetland Impact (ac.) 15. Coastal Marsh Impact (ac.) 16. Stream Impact (ft.) (e.g. 1,234) 17. Riparian Buffer Impact (sq. ft.) Owner Type: Project Type: Warm Include subwatershed if Jordan or Falls Lake: Zone 1: 18. Regulatory Agency Staff Contacts USAGE: Ms. Sarah Hair (Liz) Check 01) below if this request is for a: ❑ revision to a current acceptance In renewal of an expired acceptance ▪ extension of unexpired acceptance 57 Government Longitude: -79.684767° ❑ Private Culvert 0 0 0 Cool Zone 2: NCDWR: Other: Mr. David Wainwright Cold By signing_lielow, thea,pplicant s confirm ng-they.have read and understand' EEP'srefund policy posted, at nc°eep.net and attached to� tftissform Signature of Applicant or Authorized Agent: Philip J°mi•-xo a0s30e0s°i9i5eaa00m^eU5-eaacn Date: September 30, 2014 Note 1: For help'in determining the Cataloging Unit, visit.www.nceep net or contact EEP Direct questions to Kelly Williams at 919-707-8915 or kelly williams(a..ncdenr gov or to EEP's front desk at 919-707-8976 Refund Policy for Fees Paid to EEP's In -Lieu Fee Programs (9/21/2009) Purpose: The purpose of this policy is to make clear the circumstances and process under which a permittee can obtain a refund while simultaneously balancing customer service and responsible business practices. This policy applies to all refund requests made on or after the publication date of this policy. 1. All refund requests must be made in 'writing to EEP's In -Lieu Fee Program Coordinator at kelly.williams(a)ncdenr.gov. 2. All refund requests are subject to fund availability. EEP does not guarantee fund availability for any request. 3. The request must either come from the entity that made the payment or from an authorized agent. Third parties requesting refunds must provide written authorization from the entity that made the payment specifying the name and address of the authorized refund recipient. 4. Refund requests related to unintended overpayments, typographical errors or incorrect invoices should be brought the attention of the In -Lieu Fee Program Coordinator as soon as possible. Such requests are typically approved without delay. 5. Payments made under EEP's incremental payment procedure are not eligible for refunds'. 6. Refund requests made within nine months of payment to EEP will only be considered for requests associated with projects that have been terminated or modified where the permittee's mitigation requirements have been reduced. Such requests must be accompanied by written verification from the permitting agency that the project has been cancelled, the permits have been rescinded or -have been modified, or the mitigation requirements have been reduced. 7. Refund requests made more than nine months from the payment date will only be considered for permits that were terminated or modified to not require any mitigation. Such requests must be accompanied by written verification from the permitting agency that the project has been cancelled, the permits have been rescinded and/or mitigation is no longer required. 8. Refund requests not meeting the criteria specified above are not eligible for a refund. 9. Refund requests that meet the criteria above will be elevated to EEP Senior Management for review. The following considerations apply to all refund requests: a. availability of funds after consideration of all existing project and regulatory obligations b. the date the payment was made c. the likelihood EEP can use the mitigation procured using the payment to meet other mitigation requirements 10. Once a refund has been approved, the refund recipient must provide a completed W-9 form to EEP's In -Lieu fee Program Coordinator within two weeks in order to process the refund though the State Controller's Office. 11. All decisions shall be final. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCRORY ANTHONY J. TATA SECRETARY GOVERNOR Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 Attention: Subject: September 30, 2014 Ms. Sarah Hair (Liz), Project Manager Project: 17BP.8.R.61 Bridge 439 Over Branch Sandy Creek Along SR 2261 Old Liberty Road Application for Section 404 Nationwide Permit 14 and 401-Water Quality Certification #3886 Dear Ms. Hair: The North Carolina Department of Transportation (NCDOT) is scheduled to replace Bridge No. 439 Over Branch Sandy Creek Along SR 2261 Old Liberty Road in Randolph County, NC. The bridge is structurally deficient and will be replaced with a double box culvert at the same location. An off -site detour is proposed. The associated culvert installation activities will cause permanent impacts to Branch Sandy Creek. Branch Sandy Creek is listed by the North Carolina Division of Water Resources (DWR) as Class 'WS-III' waters. The project was evaluated by NCDOT for the presence of federally listed Threatened and Endangered Species for Chatham County, NC as well as State Listed Historic Properties. Upon completion of the assessment, NCDOT concluded that there will be 'no effect' to federally listed species and no historic properties are located within the project study area. Normal flow width, depth and velocity will be maintained throughout the culvert. Sediment transport will also be maintained during bankfull discharge to provide a stable stream. Bank stabilization will be required at the inlet / outlet side resulting in bank stabilization impacts. Standard matting for erosion control and temporary mulching and seeding will be utilized to stabilize the entire construction area. The culvert installation will occur in a dry work area. An impervious dike (stone and fabric, sheet pile or Jersey barrier) will be utilized to isolate the work area and a pump will discharge water to a stilling basin or silt bag for sediment control. Mitigation for the unavoidable stream impacts due to the culvert installation and footprint activities are proposed at a ratio of 2:1 for a total of 114 LF. A preliminary acceptance letter from the North Carolina Ecosystem Enhancement Program (NCEEP) is attached. Sincerely, Art King Division Environmental Officer