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Home My WebLink About20140373 Ver 1_Application_20140414O��F WATEROG h � J y O T Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PCN Form A. A licant Information 1. Processing 1 a. 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: 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular � Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Culvert #97 2b. County: Randolph 2c. Nearest municipality / town: Glenola 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state 41665.4A-97 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: NA 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: 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: Division Engineer 4b. Name: Robert W. Stone II, PE 4c. Business name NCDOT Hi hwa Division 8 (if annlirahlal� g Y 4d. Street address: 902 North Sandhill Blvd 4e. City, state, zip: Aberdeen NC 28315 4f. Telephone no.: 910-944-2344 4g. Fax no.: 910-944-5623 4h. Email address: robstone@ncdot.gov 5. Agent/Consultant Information (if applicable) 5a. Name: Art C. King Sb. Business name rif anniinaniPr NCDOT Highway Division S 5c. Street address: 5d. City, state, zip: Se. Telephone no.: 5f. Fax no.: 5g. Email address: 902 North Sandhill Blvd. Aberdeen NC 28315 910-944-2344 910-944-5623 acking@ncdot.gov 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): 1 b. Site coordinates (in decimal degrees): Latitude: 35.86063 Longitude: - 79.895261 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: acres 2. Surtace Waters 2a. Name of nearest body of water (stream, river, etc.) to Sycamore Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WS-IV 2c. River basin: Cape Fear Rive 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: Culvert is a on secondary road in an rural/commercial area 3b. List the total estimated acreage of all existing wetlands on the property: NA 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 100ft or limit of the right of way. 3d. Explain the purpose of the proposed project: to replace a defcient, outdated culvert with a new updated, safer structure. 3e. Describe the overall project in detail, including the type of equipment to be used: To replace the existing culvert with a new structure. Equipment used: Track Loader, Tire(rubber wheeled) loader, Dump truck , Crane, Backhoe. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown Comments: 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 Sa. 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. zf. 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 NA ❑ Yes ❑ Corps ❑ No ❑ DWQ WZ � P� T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P 0 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. 3 b. 3c. 3 d. 3e. 3f. 3 g. Stream impact Type of impact Stream name Perennial Type ofjurisdiction 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 Structure Sycamore Creek � PER � Corps 12-18ft 49.6ft ❑ INT � DWQ S2 � P❑ T rip-rap „ � PER � Corps „ stabilization ❑ INT � DWQ 53ft S3 ❑ P❑ T ❑ PER ❑ Corps ❑ 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 102.6 3i. Comments: installation and stabilization of the culvert. 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 NA 02 ❑P❑T 03 ❑P❑T 04 ❑P�T 4f. 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. Sc. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 NA P2 SL Total Sg. 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: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require miti ation, then 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 Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem ora T im act re uired? B1 ❑ P❑ T NA ❑ Yes ❑ No 62 ❑P�T ❑Yes ❑ No 83 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 5 of 10 PCN Form — Version 1.3 December 10, 2008 Version D. ImpactJustification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Minimum amount of culvert installed to allow for safe roadway construction. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. see 1 a 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. If yes, 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: 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: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): NA square feet 4e. Riparian wetland mitigation requested: na acres 4f. Non-riparian wetland mitigation requested: na acres 4g. Coastal (tidal) wetland mitigation requested: na 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. Page 6 of 10 PCN Form — Version 1.3 December 10, 2008 Version 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? 33 % 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: ❑ 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 � QRW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 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 Sb. 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: 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 Surtace 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. 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. Page 9 of 10 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) Sa. Will this project occur in or near an area with federally protected species or ❑ No habitat? � Yes 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? On site survey by NCDOT staff, SDV natural heritage data (esri) review 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? SDV natural heritage data (esri) 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? NCDOT staff and SHPO review 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? ,�7 G� ,�,�� %�� C�" y �� Applicant/Agent's Printed Name Applicant/ g�-Sigpat re Date (AgenYs signature is valid only Tamautho ' a" etter from the applicant is provided.) Page 10 of 10 PCN Form — Version 1.3 December 10, 2008 Version � BM: #ls R/R SPIKE IN BASE OF 2Q" ASH TREE 66' LEFT OF STA. 12+41 —L—. EL. 735.60 W & PAY ITEM) .. 7 2' HIGH CONC. SILL (TYP. EACH END OF EAST BARRE�) ��g.� \� SYCAMORE CREEK � � -L- �� m m � N 0 r �, � o � � �. • � � O � �r- - - -- � ; �s �• � . . • ' �� I 6 OX -- '?X �,'I•,''' 8' _�_ 10' m N rn � � N 0 � 25�-p„ 2q' '6�� 99'-6 „ � � STA.13+06.00 -L- 104 °00'00" — CLASS I RIP RAP W/ COIR MAT (TYP. SOUTH SIDE OF CREEK) (RDWY DETAIL & PAY ITEM) -- 24_RCP _-- — — 24" RCP — — � (� PROPOSEO 2 C� 11' X 8' RCBC CLASS I RIP RAP W/GEOTEXTILE FABRIC (TYP, NORTH SIDE OF CREEK) (RDWY DETAI� & PAY ITEM) FOR UTILITY INFORMATION.SEE UTILITY PLAN AND SPECIAL PROVISIONSa LOCATION SKETCH 29' -�x -----�-----------� 7' 5' a R-A ""°""'.I�" ,x 18' 4' � ..- .- �,. 10' PROFILE ALONG � CULVERT 0 �, > o ORAWN BY : S. WANCE paTE : 09/13 o cHECKEO aY ; T. KIRSCHBAUM DATE : 11/26/13 a DESIGN ENGINEER OF RECORD: S. WANCE pATE : 09/13 DRAWN BY : R.W. WRIGHT DATE ; OCT. 1989 STANDARD CHECKED BY ; C.R.K. DATE : OCT. 1989 NOTES ASSUMED LIVE LOAD ------°---HL-93 OR ALTERNATE LOADING. DESIGN FILL-----------------3.37' FOR OTHER DESIGN DATA AND NOTES SEE STANDARD NOTE SHEETe 3"0 WEEP HOLES INDICATED Tp BE IN ACCORDANCE WITH THE SPECIFICATIONSe GONCRETE IN CULVERTS TO BE POURED IN THE FOLLOWING ORDER: PAHSE I l.WING FOOTINGS AND FLOOR SLAB OF EAST BARREL INC�UDING 4"OF ALL VERTICAL WALLS.AND PORTION OF CURTAIN WALLS. 2. THE REMAINING POR'TIONS OF WALLS. SILLS. AND WINGS FUL� HEIGHT. PHASE II l.WING FOOTINGS AND FLOOR SLAB OF WEST BARREL INC�UDING 4"OF EXTERIOR WALL. AND REMAINING PORTION OF CURTAIN WALLS. 2.THE REMAINING PORTIONS OF THE WALLS AND WINGS FULL HEIGHT. 3.ROOF SLAB INCLUDING REMAINING PORTION OF WALLS FO�LOWED BY THE HEADWALLS. PHASE II SHAL� NOT BE STARTED UNTIL PHASE I IS COMPLETEe FOR CONSTRUCTION SEQUEN�E.SEE EROSION CONTROL PLANS. FOR MAINTENANCE OF TRAFf"IC SEE TRAFFIC CONTRpL PLANS. THE RESIDENT ENGINEER SI-IALL CHECK THE LENGTH OF CULVERT BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPER�Y TAKE CARE OF THE FILL. DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL EMBEDDEO IN BARREL ARE SHOWN ON WING SHEET. AT THE CONTRACTOR'S OPTI:ON.HE MAY SPLICE THE VERTICAL REINFORCING STEEL IN THE INTERIOR FACE OF EXTERIOR WA�L AND BQTH FACES OF INTERIOR WALLS ABOVE LOWER WALL CONSTRUCTION JOINT.THE SPLICE LENGTH SHALL BE AS PROVIDED IN THE SPLICE LENGTH CHART SHOWN ON THE PLANS.EXTRA WEIGHT OF STEEL DUE TO THE SP�ICES SHALL BE PAID FOR BY THE CONTRACTOR. AT THE CONTRACTOR'S OPTI:ON HE MAY SUBMIT,TO THE ENGINEER FOR APPROVAL, DESIGN AND DETAIL DRAWINGS FOR A PRECAST REINFORCED CONCRETE BOX CULVERT IN LIEU OF THE CAST—IN—PLACE CULVERT SHOWN ON THE PLANS.THE DESIGN SHALL PROVIDE THE SAME SIZE AND NUMBER OF BARRELS AS USED ON THE CAST—IN—P�AGE DESIGNeFOR PRECAST REIN(=ORCED CONCRETE BOX CULVERT,SEE SPECIAL PROVISIONS. THE CONTRACTOR SHALL REMOVE THE EXISTING BRIDGE AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONSe NO WORK SHALL BE DONE ON THE CULVERT AT STA.13+06 —L— UNTI� THE AREA OF THE CULVERT HAS BEEN EXCAVA'fED Tp COMPETENT MATERIAL AT THE DISCRETION OF THE ENGINEER AND UNSUITABLE MATERIAL REPLACED WITH FOUNDATION CONDITIONING MATERIAL AND PROPERLY COMPACTED TO THE ELEVATION OF THE BOTTOM OF THE PROPOSED CULVERT FLOOR SLAB AND WING FOOTINGS AS REQUIRED TO CONSTRUCT THE PROPOSED CULVERT. PAYMENT FOR EXCAVATION DOWN TO ONE FOOT BELOW THE BQTTOM OF THE CULVERT FLOOR SLAB ANO WING FOOTINGS WILL BE FOR A�L WORK INC�UDING FOUNDATION CONDITIONING MATERIAL DOWN TO ONE FOOT BE�OW THE CULVERT AND SHAL� BE INCLUDED IN THE LUMP SUM PRICE FOR CULVERT EXCAVATION. PAYMENT FOR EXCAVATION BEYOND ONE FOOT BELOW THE BOTTOM OF THE CULVEI�T FLOOR Sl.A6 AND WING FOOTINGS WILL BE FOR ALL WORK INCLUDING EXCAVATION.AN'Y TEMPORARY SHEETING.FOUNDATION CONDITIONING MATERIAL. AND ANY OTHER MISCELLANI=OUS ITEMS,AND SHALL BE INCLUDED IN THE PRICE PER CUBIC YARD FOR FOUNDATION CONDITIONING MATERIAL, THE ESTIMATED QUANTITY FOR THE FOUNDATION CONDITIONING MATERIAL THAT IS INCLUDED IN THE LUMP SUM PAYMENT FOR CULVERT EXCAVATION IS 85 TONS. THE ESTIMATED QUANTITY THAT IS FOR THE FOUNDATION CONDITIONING MATERIAL THAT IS PLACED BEYOND ONE FOOT BELOW THE BOTTOM OF THE CULVERT FLOOR SLAB AND WING FOOTINGS IS 200 TONS.THESE QUANTITIES ARE ESTIMATES ONLY. . �,, . � ♦ �` M .. .. � y 5' I 11' x� % � ti ' . ,�. . , ROADWAY DATA GRADE PT, EL< (�a STA. 13+06.00 -L- = 737.14' BED ELEV. C� STA. 13+06.00 -L- = 725.80' ROADWAY SLOPE = 2 :l HYDRAULIC DATA DESIGN DISCNARGE = 600 CFS FREQUENCY OF DESIGN FLOOD = 50 YRS. OESIGN HIGH WATER ELEVATION = 733.1' ORAINAGE AREA = 0.7 SQ. MIe BASE DISCHARGE (Q100) = 700 CFS BASE HIGH WATER ELEVATION = 733.51' • � •�� ••� OVERTOPPING DISCHARGE FREQUENCY OF OVERTOPPING FLOOD OVERTOPPING FLOOD ELEVATION �. . = 1100 CFS = 500+ YRS. = 736.9' 10-JAN-2014 16:49 S:\DPG2\ Ting\DTv _ pro Jects\ROntlolph97\FinalPions\41665.4 A_SD _ THE EXISTING STRUCTURE CQNSISTING OF ONE SPAN Ca 22'-0"WITH A CLEAR ROADWAY WIDTH OF 20'-0"ANO REINFORCED CONCRETE DECK WITH CONCRETE BULKHEADS LOCATED AT THE PROPpSED STRUCTURE SITE SHALL BE REMOVED. THE EXISTING BRIDGE IS PRESENTLY NOT POSTED FOR LOAD LIMIT. THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM TNE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADOITIONAL COSTS INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE. REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL IN THE WATER. THE CONTRACTOR SHALL REMOVE THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH ARTICAL 402-2 OF THE STANDARD SPECIFICATION. NO SEPARATE PAYMENT SHALL BE MADE FOR REMOVAL OF EXISTING STRUCTUREa COST FOR REMOVAL OF EXISTING STRUCTURE SHALL BE INCLUDED IN THE LUMP SUM BID PRICE FOR CULVERT EXCAVATION. THE CONTRACTOR SHALL PROVIDE INDEPENDENT ASSURANCE SAMP�ES OF REINFORCING STEEL AS FOLLOWSaFOR PROJECTS REQUIRING UP TO 400 TONS OF REINFORCING STEEL>ONE 30 INCH SAMPLE OF EACH SIZE BAR USED.AND FOR PROJECTS REQUIRING OVER 400 TONS OF REINFORCING STEEL,TWO 30 INCH SAMPLES OF EACH SIZE BAR USED.THE BARS FROM WHICH THE SAMPLES ARE TAKEN MUST THEN BE SP�ICED WITH REPLACEMENT BARS OF THE SIZE AND LENGTH OF THE SAMPLE,PLUS A MINIMUM �AP SPLICE OF THIRTY BAR DIAMETERS.PAYMENT FOR THE SAMPLES OF REINFORCING STEEL SHAL� BE CONSIDERED INCIDENTAL TO VARIOUS PAY ITEMS. BACKFI�L TO TOP OF SILLS WITH NATIVE BED MATERIAL. NATIVE BED MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN DURING CU�VERT CONSTRUCTION. ONLY MATERIA� THAT IS EXCAVATED FROM THE STREAM BED MAY BE USED IN THE LOW F�OW CULVERT BARREL. RIP RAP MAY BE USED TO SUPPLEMENT THE NATIVE BED MATERIAL IN THE HIGH FLOW CULVERT BARREL. IF RIP RAP IS USED IN THE HIGH FLOW BARREL IT SHOULD BE PLACED IN THE BOTTOM PORTION OF THE BARREL WITH NATIVE BED MATERIAL PLACED ON TOP TO FILL VOIDS ANO PROVIDE A FLAT SURFACE FOR ANIMA� PASSAGE.NATIVE BED MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONOITIONS. A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE FILL FACE OF THE WING COVERING THE ENTIRE �ENGTH OF THE EXPANSION JOINT, FOR CULVERT DIVERSION DETAILS AND PAY ITEM.SEE EROSION CONTROL PI.ANS. FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS. FOR FALSEWORK AND FORMWORK.SEE SPECIAL PROVISIONS. FOR CRANE SAFETY.SEE SPECIAL PROVISIONS. FOR GROUT FOR STRUCTURES.SEE SPECIAL PROVISIONS TOTAL STRUCTURE QUANTITIES CLASS A CONCRETE PHASE I 54,8 C.Y. PHASE II 87.0 C.Y. TO"(AL 141.8 C.Y. REINFORCING STEEL PHASE I 7,042 LBS. PHASE II 10.545 LBS. TOTAL 17,587 LBS. FOUNDATION CONDITIONING MAT'L 200 TONS CULVERT EXCAVATION LUMP SUM REMOVAL OF EXISTING STRUCTURE LUMP SUM � �� PROJECT No. q1665o4A-97 RANDOLPH COUNTY STATION: 13+06000 —L— SHEET 1 OF 6 REPLACES BRIDGE No.97 STATE OF NORTH CAROL�NA DEPARTMENT OF TRANSPORTATION RALEIGH BARREL STANDARD �SEAL�'� � D4UBLE 11 FTo X 8 FTo �6301 : : C4NCRETE BOX CULVERT :� , . �..�,tiC',1N�;�'Q,=�o tis�..��°�_.,..� 10 4° S K E W �3/�r REVISIONS I SHEET N0. BY: OATE: N0. BY; DATE: C-1 0 + -f- n' 3�Y 3�� }U m ma� �, p YC W ULL Y W Y USU w�LL _ •_ �� J� �wd r >- a m m �- �� O� N � _ �_ ��3 N (n � » C �� 3" � � — ....•� WING SLOPE- FOR 2:1 FIL� i�'� i i i I � I i � O O I �3_tt8 „S„ BARS �--�------ i--�----- 1 SEE ROADWAY P�ANS FOR ROADWAY WIOTH � r--L- �-- ROADWAY FILL SLOPE 2:1 3-tt8 S3 BARS �l 0 � � -ROADWAY FILL S�OPE 2:1 (TYP.) �-3�� 4-tt5 G1 BARS C� 3" CTS. —'1 �(TYP,) . 3-tt8 S3 BARS---r._ E>„ � '-- � � � �W� CONST. JT. tt4 B2 BARS- FILL FACE �� m �� w — �, >- Z r, ° c� ...• r— ° v : z c� �"'"� N U a C° Z �'- Hv u @wv~i � Z vWi �'4 63 BARS & �4 Bl BARS- STREAM FA�� m o-' ELEV. 725.80 tt4 A2 BARS .� _ � EACH FACE �' `� � STAGGERED a o GRADE 0.4 % # a m CONST. JT. m __. _— ______—_— —_______—_____—_ �_ �, . _ �. ♦ ♦ ♦ ♦ � WING SLOPE ��` FOR 2:1 FILL � ♦ ♦ 1 I I I O j 3-°8 "S" BARS� - _____-I 1 — � \ � :N -----1--1 `- 3" � WEEP HOLES Ca� 10'-0"t CTS. °I ' � E:XTERIOR WALL INTERIOR WALL CUI_VERT SECTION NORMAL TO ROADWAY tt4 A101 i3ARS E"fC.4'/�"CT� BOTTOIv1 OF ROOF SLAB (THREE BARS I'ER MARK> tt4 A301 BARS ETC. C� 5" CT� TOP OF ROOF SLAB (THREE: BARS PER MARK) 3-tt8 S3 BARS --� ' C� 5" CTS. BOTTOM OF ROOF S�AB � �, 25'-0" 4�/2"", tt4 A100 BARS ETC. Ca� 4�/�" CT 5" I tt TOP OF ROOF SLAB „ LENGTH OF CULVERT = 49'-6" � Wl . – -----��---------------- ` o m p a o g � Q om o @ i- a � � � � � mN� 4-tt5 Gl BARS 3" CTSe IN HEADWALL a o , o m a a J N � O � � � � � � � � � � � � � � � � � � _ ��_ d O � � � m U � tt a �Q m �000 O .�. U U � _ C.� Z Q NV-<C o o # .-. O w ,�� V � � � � � � � � � � � � � _ � � � J � � � � � � � � � � � � ttq �CH � N a m� _,, w U � � a u m � w W N � 20-OEC-2013 12:39 S:\OPG2\ TTng\DTV _ pro Jec t s\Randolph97\F inolPlons\41665.4 A_ SD 24'-103�6„ 24'-6„ tt4 A200 BARS C� 5�/z"" CTS. 5%2„ TOP OF FLOOR SLAB tt4 A400 EfARS C� 5" CTS. 5"" BOTTOM aF FLOOR SLAB c� 5° CTSe CORNER E3ARS 2 WALL t SEE BARF2EL SECTION) W2 �.. tt4 B2 BARS C� 5" CTS. \� FILL FACE a 0 tt4 Bi BARS (a� 1'-0"CTS. a ,_�„ l \ �`✓ �` 1 � 1 �___ _______________ � 1�-0' .-� O � � � a � STA.13+06.00 -L- a m ---------------- #---------- - - u, � EXTEND 4 A201 ETC. a "' LONGITUDINAL CONST, & tt4 A401 ETCe –� V JT. IN BOTTOM SLAB 1'-10" INTO PHASE II ° & CURTAIN WALL �� –==T–��------------------------ W2 tt4 Ai BARS t� 5" CTS.- CORNER BARS ,CH EXTERIOR WALL ( SEE BARREL SECTION ) .,. . , -�• �: tt4 B3 BARS &#4A2 Ca) 1'-0" CTS. EACH FACE STA(�GERED IN INTERIOR WALL (SEE BARREL SECTIOM 3-#8 S2 BARS C� 5" C1"S. TOP OF FLOOR SLAB tt4 A500 BARS C� 5y2" CT TOP OF FLOOR SLAB tt4 A600 E3ARS BOTTOM �F FL 1 � LVIVVl 1 UUlIVHL 4VIVJ 1, J 1. . IN BOTTOM SLAB & CURTAIN WALL PHASE II PHASE I END ELEVATION NORMA� TO END SKEW (LOOKING DOWNSTREAM) #4 A201-A203 BARS (IN�ET END) C� 5%2"CTS. & A204-A207 BARS (OUTLET ENO) c� 5�/z" CTS. TOP OF FLOOR S�AB (TWO BARS PER MARK) tt4 A401-A402 BARS (INLET END) (a� 5" CTS. & A403-A405 BARS tOUTLET ENO) Ca� 5" CTS. BOTTOM OF F�OOR SLAB (THREE BARS PER MARK) �2'-0" X 1'-0" SI�L tEA. END OF PHASE 1 BARREL) 3-tt8 Si BARS C� 5" CTS. TOP OF FLOOR SLAB /�.\e A oi � � � 1` 8�� ` ;� � � � WL � CU�VERT 2 � °` T c� � w � � � ss �� H � O LI.� � N � a = f � N � � J �� EXTEND �8 Sl BARS 4'-11" INTO PHASE II H H N , a S � 5�z„ #4 A501-A503 BARS tIN�ET END) C� 5�/Z" CTS. & A504-A507 BARS (OUTLET END) (a� 5�/ "GTS. TOP OF FLOOR SLAB (TWO BARS PER MARK) tt4 A601-A602 BARS (INLET END) C� 5" CTS. 5" & A603 BARS (OUTLET ENO) C� 5" CTSe BOTTOM OF FLOOR SLAB (THREE BARS PER PART PLAN - FLO�R SLAB \� � � ti ��- , PROJECT No. 41665o4A-97 RANDOLPH COUNTY STATION: 13+06000 -L- SHEET 2 OF 6 ii + PERMITTED CONST. JT. ol \ O �� p� o� � .� 2" CL. . .,. . . . .�.. . . LAYERS OF 30 LE ROOFING FELT TO PREVENT BOND (TYP.) �—SILL ELEVATION ONE SILL AT INLET AND OUT�ET FACE tL00KING OOWNSTREAM) 3" i l'-0" 6" C1 BARS C� 12" CTS. �� 6%q" HIGH C.H.C.U. rA300 BARS � � � � , N z 0 Q �4"TYP. LA100 BARS 2" �L. � A�L CONTINUOUS HIGH CHAIR UPPER t C.H.C.U. ) C� 3'-0" CTS. -� 4�/q" HIGH C.H.C.U. NI� A500 BARS n �r � 1�-0„ NI r AT 2'-0" AYERS OF 30 LB. OFING FELT TO 'REVENT BOND (TYPJ END OF CULVERT SECTION THR4UGH SILL � OOWELS MAY BE PUSHED INTO GREEN CONCRETE AFTER SLAB HAS BEEN FLOAT FINISHEDo CU�VERT SILL DETAILS 24'-p„ „ 2" CLe CONST. JT. 2° CL. � � � � B3 BARS c� o a N ~ N @ � w N � � a a `'' A2 BARS m Q LI_� � W 1'-9" 1'- MIN. SPLICE N A600 BARS , o A2 BARS � LONGITUDINA� CONSTRUCTION JOINT IN BOTTOM SLAB AND CURTAIN WA�� PHASE zz 6" PHASE I 11'-0" 2"HIGH BEAM BOLSTERS tBaBJ C� 4'-0" CTS. NI -� J N U . . . . .� . �.. . : 3"� WEEP HOLES A200 BARS J) A400 BARS v on C1 BARS C� 12" CTSa RIGHT ANGLE SECTION OF BARREL (LOOKING DOWNSTREAM) THERE ARE 88 "C" BARS IN SECTION OF BARRE�. ORAWN BY : S. WANCE DATE : 09/13 CHECKEO BY : T. KIRSCHBAUM DATE : 11/26/13 DESIGN ENGINEER OF RECORD: S. WAN� DATE : 09/13 20-DEC-2013 12:39 5:\DPG2\ Ting\Oiv _ pr o Jects\Randolph97\f inolPlons\41665.4A _ SD _CULV97.dgn swonce $„ 6" Al BARS r-CONST. JT. N � U � @ N � a m � � A2 BARS BAR TYPE O VERTICAL LEG 6" RAD. A1 1'-10%Z„ 42 1'-10�/�" a� a ;� I o � � N N .� BAR DIMENSIONS ARE OUT 70 OUT SPLICE �ENGTHS CHART BAR SIZE SPLICE LENGTH A100 tt4 1'-9" A200 tt4 1'-9" A300 tt4 1'-9" A400 tt4 1'-9" B1 tt4 1'—g„ B3 �4 1'—g„ Ci tt4 1'-11" Si tt8 4'—il" BILL 4F MATERIAL PHASE I PHASE II BAR N0. SIZE TYPE LENGTH WEIGHT BAR N0. SIZE TYPE LENGTH WEIGHT Al 119 tt4 3 5'-3" 417 A1 119 #4 3 5'-3" 417 A2 219 tt4 3 4'-8" 683 A2 119 tt4 3 4'-8" 371 A200 94 #4 STR 15'-0" 942 A100 115 tt4 STR 23'-7" 1812 A201 2 �4 STR 11'-2" 15 A101 6 tt4 STR 18'-11" 76 A202 2 #4 STR 7'-9" 10 A102 6 tt4 STR 14'-9" 59 A203 2 tt4 STR 4'-4" 6 A103 6 tt4 STR 10'-7" 42 A204 2 tt4 STR 12'-11" 17 A104 6 �4 STR 6'-4" 25 A205 2 �4 STR 9'-6" 13 A105 6 tt4 STR 2'-2" 9 A206 2 tt4 STR 6'-1" 8 A207 2 tt4 STR 2'-7" 3 A300 104 tt4 STR 23'-7" 1638 A301 6 tt4 STR 18'-6" 74 A400 104 #4 STR 15'-0" 1042 A302 6 tt4 STR 13'-10" 55 A401 3 #4 STR 9'-11" 20 A303 6 ttq STR 9'-2" 37 A4p2 3 ttq STR 5'-3" 11 A304 6 tt4 STR 4'-6" 18 A403 3 tt4 STR 13'-10" 28 A404 3 tt4 STR 9'-2" 18 A500 106 tt4 STR 10'-5" 738 A405 3 tt4 STR 4'-6" 9 A501 2 tt4 STR 9'-6" 13 A502 2 tt4 STR 6'-1" 8 Bl 50 tt4 STR 9'-4" 312 A503 2 tt4 STR 2'-7" 3 B2 119 tt4 STR 7'-4" 583 A504 2 �4 STR 6'-7" 9 B3 100 #4 STR 9'-4" 623 A505 2 tt4 STR 3'-2" 4 Gl 68 tt4 STR 25'-8" 1166 A600 116 tt4 STR 10'-5" 807 A601 3 tt4 STR 9'-2" 37 Dl 12 tt6 STR 2'-5" 44 A602 3 tt4 STR 4'-6" 18 A603 3 tt4 STR 5'-4" 11 Si 6 tt8 STR 18'-7" 298 B1 50 tt4 STR 9'-4" 312 62 119 tt4 STR 7'-4" 583 Cl 108 tt4 STR 25'-8" 1852 Gl 8 tt5 STR 24'-6" 204 S2 6 tt8 STR 10'-11" 175 S3 6 tt8 STR 24'-6" 392 REINFORCING STEEL CLASS A CONCRETE BARREL C� 0.811 CY/FT SILLS TOTAL FOUNDATION COND. MAT'L LBS. 6.268 REINFORCING STEEL LBS. 9,771 CLASS A CONCRETE 40.2 CY BARREL C� 1.457 CY/FT 72.1 CY 1.7 CY 41,9 CY TOTAL 72.1 CY 47 TONS I FOUNDATION CQND.MAT'L 38 TONS PHASE I STRUCTURE QUANTITIES PHASE II STRUCTURE QUANTITIES CLASS A CONCRETE C�ASS A CONCRETE BARREL 40.2 C.Y. BARREL 72.1 C.Y. SILLS 1.7 C.Y. WINGS ETC. 14.9 C.Y. WINGS ETC. 12.9 C.Y. TOTAL 87.0 C.Y. TOTAL 54.8 C.Y. REINFORCING STEEL REINFpRCING STEEL BARREL & SILLS 6,268 LBS. BARREL 9.771 LBS. WINGS ETC. 774 LBS. WINGS ETC. 774 LBS. TOTAL 7,042 LBS. TOTAL 10.545 �BSe FOUNDATION CONOITIONING MAT'� 47 TONS FOUNDATION CONOITIONING MAT'L 38 TONS CULVERT EXCAVATION LUMP SUM CULVERT EXCAVATION LUMP SUM PRQJECT N0. 41665o4A-97 RAN�o�PH COUNTY sTQTZON: 13+06000 —L— SHEET 3 OF 6 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH tH �aHp '•�.,. ��E�'°'�q��'''= DOUBLE 11 FTo X 8 FTa A 21545 � : CONCRETE BOX CULVERT F��"�� -•' 104° SKEW N �L., _a.+n�r'�.d"" C_��„l ,` � / 2�/` � l� REVISIONS BY: DATEs N0. BYs DATEs SHEET N0. C-3 TOTAL SHEETS 6 C: � i� 3-#4 Z5 3-'=4 Z4 2-tt5 Z3 �� -tt� �� -tt� �t 3" in � v o� Q' CONST. PLA.N W2 3-#4 V5 3-#4 V4 2-tt4 V3 2-tt4 V2 2-"4 V1 "V" BARS Ca� 1'-0" CTS. 2-"4 H5 V5 � 1" EXP. JT. S'1 MATERIAL � i H2 JT. ,�,--- —•� Hi� N5 N4 N3 -------�------ N2 — O � :� � ' 3-tt4 N5 3-#4 N4 2-�5 N3 � 3" 2-�5 M2 2-#5 N1 "N" BARS (�a 1'-0" CTS. ELEVA�TION W2 ASSEMB�EO BY : S. WANCE DATE : 09/13 CHECKED BY : T. KIRSCHBAUM DATE : II/26/13 ORAWN BY : CCJ 01/00 CHECKED BY : RWW 03/00 H4 (TYP.) V1 Nl 3- —tt6 S1� � S1 (a� BOTTOM OF SLAB & FOOTI v N = S Q' Q tt tt � � N N "' �-+ M _ _ c v tt tt � N 2-tt5 Z6 3-#5 Z7 2-tt5 Z8 3-°4 Z9 �-tta �tn �-tt4 �� „ ti = 2 V Q tt tt � � N N .-� �� x = v Q tt tt ,, � N PLAN W1 2-#4 V6 3-"4 V7 2-�4 V8 3-#4 V9 3-tt4 V10 3-#4 Vii "V" BARS C� 1'-0" CTS. 1 ZMATERIAL T� � � H9 (TYPJ • �' ■ �I� " . �. ��:.�� . . : • 2-"4 H10 V9 �V10 V11 N10 N11 2-#5 N6 3-"5 N7 2-tt5 N8 3-tt4 N9 3-#4 N10 3-tt4 Nil "N" BARS C� 1'-0" CTS. ELEVATION W1 3" in � v � CONST, a' JT. O � :� � i 3" � PHASE I WING QUANTITIES BILL OF MATERIAL REINFORCING STEEL BAR N0. SIZE TYPE LENGTH WEIGHT FOR 2 WINGS 774 LBSe Hl 6 �4 STR 9'-1" 36 CLASS A CONCRETE H2 2 °4 STR 8'-2" 11 PHASE I WINGS 11.3 CY H3 2 tt4 STR 4'-5" 6 H4 12 tt4 1 3'-3" 26 2 PARTIAL END H5 2 °4 STR 9'-10" 13 CURTAIN WALLS 1.6 CY H6 6 tt4 STR 12'-7" 50 TOTAL 12.9 CY H7 2 °4 STR 11'-4" 15 PHASE I I W I NG QUANT I T IES "a 2 tt4 sTR 6'-5-- 9 H9 12 tt4 2 3'-3" 26 REINFORCING STEEL H10 2 tt4 STR 13'-2" 18 FOR 2 WINGS 774 LBS. CLASS A CONCRETE N1 2 "5 3 10'-2" 21 PHASE II WINGS 11.3 CY N2 2 tt5 3 9'-7" 20 2 PARTIAL END N3 2 tt5 3 8'-9" 18 CURTAIN WALLS le3 CY N4 3 tt4 3 7'-7" 15 N5 3 °4 3 6'-4" 13 2 HEADWALLS 2e3 CY N6 2 #5 3 10'-3" 21 TOTAL 14.9 CY N7 3 "5 3 9'-8" 30 N8 2 "5 3 9'-1" 19 N9 3 tt4 3 8'-2" 16 N10 3 tt4 3 7'-3" 15 N11 3 tt4 3 6'-4" 13 51 6 #6 STR 6'-0" 54 T1 3 tt5 STR 11'-0" 34 T2 3 "5 STR 14'-6" 45 V1 2 tt4 STR 8'-2" 11 V2 2 tt4 STR 7'-6" 10 V3 2 #4 STR 6'-9" 9 V4 3 tt4 STR 5'-6" 11 V5 3 #4 STR 4'-4" 9 V6 2 tt4 STR 8'-3" 11 V7 3 tt4 STR 7'-8" 15 V8 2 "4 STR 7'-0" 9 V9 3 tt4 STR 6'-1" 12 V10 3 #4 STR 5'-2" 10 V11 3 °4 STR 4'-3" 9 Zl 2 tt5 4 6'-0" 13 Z2 2 �5 4 5'-7" 12 Z3 2 "5 4 5'-0" 10 Z4 3 "4 4 4'-0" 8 Z5 3 tt4 4 3'-1" 6 Z6 2 tt5 4 6'-1" 13 Z7 3 tt5 4 5'-8" 18 Z8 2 #5 4 5'-2" 11 Z9 3 �4 4 4'-5" 9 Z10 3 #4 4 3'-9" 8 Zil 3 °4 4 3'-1" 6 REINFORCING STEEL 774 LBS 10" FOR 2 WINGS I 2" CL. 2" CLe � � "V" BARS � c� � STREAM � FACE @ N � a m ? � CONST. JT. u �� N J v 'n $„ "N" BARS FILL �FACE J � O "Z" BARS M ' . "T" BARS (TYP.) TYPICAL WING SECTION SEAL 2f545 �,��,� 3 O � [ 20-DEC-2013 12s39 S:\OPG2\ Ting\Div _ pr o Jec t s\Randolph97\F tnoiPlans\41665.4A _SD_ swonce BAR TYPES ALL BAR DIMENSIONS ARE OUT TO OUT. 8„ °>`i Z1 Z2 Z3 Z4 Z5 Z6 Z7 Z8 Z9 Z10 Z11 zl z) z) zI zl zl zl zl zl zl z � � � � � � � � \ � � ao r, rn .—� O m c� r— ao m 0 �� w o� i— io a. ao ao i— ia �n Q. 5'-5" 5'-0" 4'-5„ 3' —6" 2'-7„ 5'-6" 5'-1" 4' — 7„ 3'-11" 3'-3" 2'-7„ O 7„ 7„ 7„ 6" 6" 7„ 7„ 7„ 6" 6" 6" HK. PROJECT No. q1665a4A-97 RANDOLPH COUNTY STATION: 13+06a00 —L— SHEET 4 OF 6 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEICH STANDARD WINGS FoR CONCRETE B4X CU�VERT H = 8'-0" SLOPE = 2a1 105° HEADWALL SKEW REVISIONS SHEET N0. 0. BYs DATE: N0. BY: DATE: C-4 �j � TOTAL u SHEETS a ...,e � � :� 3'-1��2,. 3'-1% � ---- - —...---._. m Q J ' N � . � �� - SHOWING GUARORAIL ANCHOR ASSEMBLY SPACING, � THIS OIMENSION TO BE FURNISHEO BY THE ENGINEER. ►g .�;-------��--- ---�� ,� u u n � �� , n u , �� , �� „ , �� ,� ,� . ,� „ „ `•,. �� u u u n u . � y� n u ,- n u u . �� , n n u � �� , �� , �� _ _�� U� � _"� � �-11 11 „ „ „ „ „ „ , �i �r � , �� . ,� �� `. r 11 11 ♦ � „ u n 7.� � �i_ 7 u u . . , . . . . J____.I� �►B „ , „ �� _ _ �_IL _ _ _ _ _ _ _Ii. _ _ _ � � � POST AND GUARDRAIL ANCHOR ASSEMBLY 1'��., ��_-� .�` SHIM IF NEC ( MAXIMUM OF J_ i SECTION A-A ---- _ _ _ _ _ _ _ _ _ _1_ _ 1 _ _ _ _ _ _ _ _ _ -----------�----'------ ----------�- ----------- L_L_I , , , � � , , , , 2„ 2., � �� i u � � u � � �� i� �� SECTION B-B 20-DEC-2013 12:39 5:\OPG2\Ting\Oiv_pro Jects\ROnclolph97\FinolPlons\41665.4A_SD_CULV97.tlgn swonce R.P.W. (TYP,) - i �/z„ 3'-l�/z„ i� ELEVATION � .. � N i � � � � \ � ;; ; -,-`- . -, ,;. , �- :�. i'-2„ PLAN 1'-2.• NOTES THE GUARDRAIL ANCHOR ASSEMBLY FOR CULVERTS SHALL CONSIST OF THE FOL�OWING COMPONENTS s A. FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO M169. GRADE 12L14 AND SHALL HAVE A MINIMUM LENGTH OF THREADS OF 2�/Z'a B, 4- 1" Q1 X 2'/4" BO�TS WITH WASHERS. BO�TS SHA�L CONFORM TO THE REQUIREMENTS OF ASTM A307. BOLTS ANO WASHERS SHALL BE GALVANIZED. (AT THE CONTRAGTOR'S OPTION,STAINLESS STEE� BO�TS AND WASHERS MAY BE USEO AS AN ALTERNATE FpR THE 1" � X 2�/4" GALVANIZE� BOLTS AND WASHERS. THEY SHA�L CONFpRM TO OR EXCEED THE MECHANICA� REQUIREMENTS OF ASTM A307. THE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE ENGINEER.) Ce WIRE STRUTS SHOWN IN THE GUARDRAIL ANCHOR ASSEMBLY FOR CULVERTS DETAIL ARE MINIMUM ALLOWAB�E SIZE AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 100,000 P.S.I. AS AN OPTION, A%6"" f� WIRE STRUT WITH A MINIMUM TENSILE STRENGTH OF 90,000 PSI IS ACCEPTABLE. GUARORAIL ANCHOR ASSEMBLY WITH BOLTS SHALL BE ASSEMBLED IN THE SHOP. BQLT THREAOS MAY BE RECUT AS NECESSARY TO INSURE FIT. THE COST OF THE GUARORAIL ANCHOR ASSEMBLY FOR CULVERTS COMPLETE IN P�ACE, SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR CLASS "A" CONCRETE. FERRU�ES TO BE PLUGGED DURING POURING OF SLAB AS RECOMMENDED BY THE MANUFACTURER. AT THE CONTRACTOR'S OPTIONoFERRULES WITH OPEN OR CLOSED ENDS MAY BE USED. PAYMENT FOR GUARDRAIL, POSTS, AND POST BASE PLATES IS INC�UDED IN ROADWAY PAY ITEMS. SLAB REINFpRCING STEE� MAY BE SHIFTED AS NECESSARY TO CLEAR GUARDRAI� ANCHOR ASSEMBLY. CARE SHOULD BE TAKEN TO KEEP THE SHIFTING OF REINFORCING STEE� TO A MINIMUM. THE CONTRACTOR MAY USE ADHESIVELY ANCHORED ANCHOR BOLTS IN PLACE OF GUARORAIL ANGHOR ASSEMB�Y. LEVEL TWO FIELD TESTING IS REQUIRED.ANO THE YIELD LOAO OF THE 1" Q� BOLT IS 21.8 KIPS. FOR ADHESIVELY ANCHORED ANCHOR BOLTS OR DOWELS.SEE STANDARD SPECIFICATIONS. i THREADED STEEL FERRULE TO �FIT i" Ql X 2. �/4" BO�T WITH ROUND WASHER. THIS SUPPORT SHALL MEET THE - REQUIREMENTS AS SPECIFIED FOR SUFPORTS FOR REINFORCING STEEL. SEE SPECIFICATIONSe .265" QS WIRE STRUT 375" Ql WIRE STRUT SIDE VIEW ;-.. �;; t .�_�, ;_ �� , �i .. �,. u i N0.6 GAGE WIRE GUARDRAIL ANCHOR ASSEMBLY FOR CULVERTS tN SEAL 2�545 �--� . �- .,c- �%3 <z� PROJECT No. q1665a4A-97 RANDOLPH CouNTY sTaTION: 13+060�0 -�- SHEET 5 OF 6 S I Uo NOo GKAl � L�AD AND RESISTANCE FACTOR RATING (LRFR) SUMMARY FOR REINFORCED CONCRETE BOX CU�VERTS STRENGTH I �IMIT STATE MOMENT SWEAR ON � � L� � � � � w o � o 0 0 o m � �� - J � � �.1_. .� .�.. � z z c.� x � c� LL. o � �- o � H F-, a o� �c `'- a `+�' z i� Ja �� pcn � t- c.W�ZE- � � �Zr- �-- �ca �� J� c� o z Zwz � o z zwz z � i� _^ �� z � o z z w a w z z w a w W j �_ (.� Z I- 0 H H N W i-- H � W F- i- � �"� � W �"_ I- � � H ZQ Z1-^ Z >(,.) F- X W� NI..�W � x W� N�W � LyJ W Wp OO HQ� O HQ Q O J>- �"�WJ a O J>" HWJ O J .> �.. U J ��.. t- _! L� � CO W F- O_I W � CO W F-- p_I W U HL-93 (IIVVENTORY) N/A O1 1.04 -- 1.75 1.04 1 TOP SLAB 4.96 1.13 1 TOP SLAB 10.60 DESIGN HL-93 t01'ERATING) N/A 1.35 -- 1.35 1.35 1 TOP SLAB 4.96 1.46 1 TOP SLAB 10.60 LOAD RATING HS-20 (INVENTORY) 36.000 O2 1.15 41.24 1.75 lal8 1 BOTTOM SLAB 10e79 1.15 1 BOTTOM SLAB 10.70 HS-20 tOPERATING) 36.000 1.48 53.46 1.35 1.53 1 BOTTOM SLAB 10.79 1.48 1 BOTTOM SLAB 10.70 SNSH 13.500 2.17 29.32 1.40 2.17 1 TOP SLAB 4.96 2.52 1 TOP SLAB 10.60 SNGARBS�? 20.000 2.03 40.70 1.40 2.03 1 TOP SLAB 4.96 2.28 1 BOTTOM SLAB 10.70 w � SNAGRIS�? 22.000 2.08 45.79 1,40 2.16 1 BOTTOM SLAB 10.79 2.08 1 BOTTOM SLAB 10.70 H w,-. SNCOTTS3 27.250 1.30 35.50 1.40 1.30 1 TOP SLAB 4.96 1.40 1 TOP SLAB 10.60 » � J" SNAGGRS�a 34.925 1.31 45.92 1.40 1.31 1 BOTTOM SLAB 10.79 1.32 1 BOTTOM SLAB 10.70 � H SNS5A 35.550 1.33 47.36 1.40 1.33 1 BOTTOM SLAB 10.79 1.35 1 BOTTOM SLAB 10.70 N SNS6A 39.950 1.31 52.25 1e40 1.35 1 BOTTOM SLAB 10.79 1.31 1 BOTTOM SLAB 10e70 LEGAL SNS7B 42.000 1.23 51.73 1.40 1.30 1 BOTTOM SLAB 10.79 1.23 1 BOTTOM SLAB 10.70 LOAO RATING W TNAGRIT3 33.000 1.41 46.39 1.40 1.48 1 BOTTOM SLAB 10.79 1.41 1 BOTTOM SLAB 10.70 � a TNT4A 33.075 1.55 51.36 1e40 1.55 1 TOP SLAB 4.96 1.60 1 BOTTOM SLAB 10.70 � � ,', TNT6A 41.600 1.35 56.24 1.40 1.42 1 BOTTOM SLAB 10.79 1,35 1 BOTTOM SLAB 10e70 v F= TNT7A 42.000 1.30 54.47 1.40 1.39 1 BOTTOM SLAB 10.79 1.30 1 BOTTOM SLAB 10a70 �� °� TNT7B 42.000 1e38 57.78 1.40 1.38 1 BOTTOM SLAB 10.79 1.40 1 BOTTOM SLAB 10.70 � � TNAGRIT� 43.000 1.27 54.60 1.40 1.30 1 BOTTOM SLAB 10.79 1e27 1 BOTTOM SLAB 10.70 Y TNAGTSA 45.000 1.19 53vi4 1.40 1.23 1 BOTTOM SLAB 10.79 1.19 1 BOTTOM SLAB 10e70 � � TNAGT5B 45.000 O3 1.10 49.41 1a40 1.15 1 BOTTOM SLAB 10.79 1.10 1 �OTTOM SLAB 10070 + � � 11'-0" (TYP.) BOX i u :• . LRFR SUMMARY (LOOKING DOWNSTREAM) 20-DEC-2013 12:39 S:\DPG2\ T ing\Otv _pr o Jects\ROndolph97\F inolPlons\41665.4 A_SD_CULV97.dgn swance LOAD FACTORSo DESIGN LOAD RATING FACTORS LOAD TYPE MAX MIN FACTOR FACTOR oc i.25 o.go DW 1.50 0.65 EV 1.30 0.90 EH 1e35 0.90 ES 1.35 0.90 LS 1.75 -- uvQ l.00 __ NOTEa RATING FACTORS ARE BASED ON THE STRENGTH I LIMIT STATE. COMMENTSo 1. 2. 3. 4, SEAL 21545 � l�� «��° Q CONTROLLING LOAD RATING Oi DESIGN LOAD RATING (HL-93) O2 DESIGN LOAO RATING (HS-20) O3 LEGAL LOAD RATING � � �� SEE CHART FOR VEHICLE TYPE PROJECT No. q1665o4A-97 RANDOLPH COUNTY STATION: 13+06m00 -L- ��elLl�� (V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) 41 6 6 5 . 4 A Co u n t y ( i e s ) : Ra n d o l p h Page 1of 1 Pr o j e c t T y p e : D a t e : 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 : Su p p l e m e n t a l : Pr i m a r y : Sy c a m o r e C r e e k Ca p e F e a r N/ A Tw o 1 2 ' l a n e s Tw o 1 1 ' l a n e s Ra n d l e m a n L a k e NC D W Q S t r e a m I n d e x N o . : Pr o j e c t / T I P N o . : NC D O T C o n t a c t : Pr o j e c t N o . : 41 6 6 5 . 4 A Co n t r a c t o r / D e s i g n e r : gc a i l @ n c d o t . g o v Ge n e r a l P r o j e c t I n f o r m a t i o n Ad d r e s s : 4/1/2014 Ra l e i g h , N C 2 7 6 9 9 - 1 5 9 0 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 C a i l , P E Br i d g e R e p l a c e m e n t ac. Ge n e r a l P r o j e c t N a r r a t i v e : Th i s p r o j e c t i n v o l v e s t h e r e p l a c e m e n t o f B r i d g e N o . 9 7 o v e r S y c a m o r e C r e e k o n U S 3 1 1 . T h e a p p r o a c h w o r k w i l l c o n s i s t o f m a i n t a i ning the existing roadway grade an d p r o v i d i n g g r a s s s h o u l d e r s a n d g u a r d r a i l s . B r i d g e N o . 9 7 e x i s t i ng 1 s p a n s t r u c t u r e ( 2 2 ' t o t a l l e n g t h ) w i l l b e r e p l a c e d w i t h 2 @ 1 1 ' x 8 ' R C B C w i t h h e a d w a l l s . Be s t M a n a g e m e n t P r a c t i c e s : -M a i n t a i n e x i s t i n g d i t c h e s -R e m o v a l o f e x i s t i n g r o a d f i l l u n d e r b r i d g e w i l l i m p r o v e c o n v e y a n c e a n d r e d u c e t h e v e l o c i t i e s . Ty p i c a l C r o s s S e c t i o n D e s c r i p t i o n : Re f e r e n c e s 13,000 (2009) 0. 1 3 Av e r a g e D a i l y T r a f f i c ( v e h / h r / d a y ) : ac . Ot h e r S t r e a m C l a s s i f i c a t i o n : Ci t y / T o w n : 15 9 0 M a i l S e r v i c e C e n t e r Ad d r e s s : Gl e n o l a 91 9 . 7 0 7 . 6 7 1 1 Ra n d o l p h No NC D W Q S u r f a c e W a t e r C l a s s i f i c a t i o n f o r P r i m a r y R e c e i v i n g W a t e r 30 3 ( d ) I m p a i r m e n t s : Ri v e r B a s i n ( s ) : Pr i m a r y R e c e i v i n g W a t e r : Wa t e r S u p p l y I V ( W S - I V ) Bu f f e r R u l e s i n E f f e c t Pr o j e c t D e s c r i p t i o n No n e Su r r o u n d i n g L a n d U s e : Ur b a n 0. 0 4 8 m i l e s 14 , 0 0 0 ( 2 0 1 1 ) 0. 3 5 0 . 1 3 Pr o j e c t B u i l t - U p o n A r e a ( a c . ) Pr o p o s e d P r o j e c t E x i s t i n g S i t e Pr o j e c t L e n g t h ( l i n . M i l e s o r f e e t ) : BUFFER IMPACTS PERMIT S : \ M a i n t e n a n c e \ C e n t r a l \ R a n d o l p h \ B r g # 0 9 7 S F 7 5 0 0 9 7 \ P E R M I T S _ E n v i r o n m e n t a l \ 7 5 0 0 9 7 _ H y d _ p r m _ b u f _ t s h . d g n a m k e e t e r 1 0 /1 6 /2 0 1 3 SHEET 1 OF 5 BUFFER DRAWING SITE 1 Bob Branch M uddy Cedar J a s p e r D r . Living Word Church of the Baptist Glenola 1783 1781 1929 1773 1782 Glenola Edgar New Market 1528 1533 1532 1526 Rd. ChurchRd. Marlboro LoflinDairy Rd. Square Rd.Cedar 311 311 1526 1531 S pencer CORPORATION S O U T H E R N 2041 2042 19292027 E d g a r R d . Lawson Rd. Bronzie 1930 1719 1669 1526 3167 1529 1931 1529 1528 1929 1945 2029 1936 1528 15273105 1527 3272 1858 15343146 1858 1526 1534 3125 3124 E d g a r R d . Old Edgar R d. Bra d Rd. R o y F arl ow R d. E u g e n e S t . MarlboroRd. H a r d in s F a r m Hog Slide Rd. Old E d gar R d. Glenview Dr. Glenola Rd. Church Marlboro Banner Whitehead Rd. Plenty Farlow Rd. 1946 T a l l w o o d D r . 3230 3239 1928 1697 1928 1932 1858 O l d Allred HeightsDr 1533 N O R F O L K EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ 2 @ 11’x 8’ RCBC SEE NOTE UNDER ADDITIONAL INFORMATION & COMPUTATIONS. NOTE: BACKFILL TO TOP OF SILLS W/ NATIVE BED MATERIAL. SILL 65’LT R/W +50 65’LT R/W +75 55’LT R/W +55 55’LT R/W +55 60’LT R/W +85 60’LT R/W +45 50’RT R/W +65 50’RT R/W +30 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION LICENSE NO. F-0165 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET NAD 83NC GRID PROJECT LOCATION 10 15 EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ TO HIGH POINT -L- US HWY 311 -L- 25 50 10050 25 50 10050 5 10 20 10 =ADT DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 0 0 PROFILE (HORIZONTAL) 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 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E. SIGNATURE: SIGNATURE: P.E. P.E. PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION 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 : STATE HIGHWAY DESIGN ENGINEER D E P A R T MEN T O F TRA N SPORTA T IO N S T A TEOFNORT H CAR O LI N A VICINITY MAP See Sheet 1-B For Symbology Sheet INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PLANS PREPARED BY:PLANS PREPARED FOR: DIVISION OF HIGHWAYS Raleigh NC, 27610 1000 Birch Ridge Dr. NCDOT CONTACT: DIVISION BRIDGE - PROGRAM MANAGER =V TO THE LIMITS ESTABLISHED BY METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED PE LICENSE NO. F-0165 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET DETOUR ROUTE 2012 STANDARD SPECIFICATIONS R/ W, UTILITIES RANDOLPH COUNTY REPLACE EXISTING CULVERT NO. 97 US HWY 311 = 0.049 MI = 0.004 MI = 0.053 MI See Sheet 1-A For Index of Sheets (Not Included in R/W Plans) DAVID KEISER, PE 2011 * PER ALLOWANCE IN LIBR POLICY VERTICAL ALIGNMENT HAS BEEN REDUCED TO V = 35 MPH GRADING, DRAINAGE, BOX CULVERT AND PAVEMENT MARKINGS 55 MPH NAD 83NC GRID TIM WELCH, PE PROJECT LOCATION TO RANDLEMAN SY C A M O R E C R E E K 10 15 -L- POT Sta. 13+90.00 END RESURFACING 41665.4A-97 14,000 4 1 6 6 5 . 4 A - 9 7 BEGIN RESURFACING -L- POT Sta. 11+60.00 -L- POT Sta. 12+94.56 BEGIN BOX CULVERT-97 -L- POT Sta. 13+18.26 END BOX CULVERT-97 41665.4A 41665.4A LAUREN WILSON, EI PART 1 -L- POT Sta. 14+42.00 N/A N/A MARCH 11, 2014 END PROJECT 41665.4A-97 PART 1 BEGIN PROJECT 41665.4A-97 P R O J E C T : LENGTH ROADWAY PROJECT 41665.4A-97 LENGTH STRUCTURE PROJECT 41665.4A-97 TOTAL LENGTH PROJECT 41665.4A-97 R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4750097 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION S : \ M a i n t e n a n c e \ C e n t r a l \ R a n d o l p h - 7 5 \ B r g # 0 9 7 S F 7 5 0 0 9 7 \ P E R M I T S _ E n v i r o n m e n t a l \ 7 5 0 0 9 7 _ H y d _ p r m _ b u f . d g n r f j a c k s o n 4 /1 /2 0 1 4 SITE 1 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SCALE 1"=25’ 0’25’25’ SHEET 2 OF 5 BUFFER DRAWING 10 15 0 2 0 2 GRAU 350 GRAU 350 GRAU 350 SEE NOTE UNDER ADDITIONAL INFORMATION & COMPUTATIONS. NOTE: BACKFILL TO TOP OF SILLS W/ NATIVE BED MATERIAL. SILL 2 @ 11’x 8’ RCBC 31 CU.YDS. GEOTEXTILE EST. 33 TONS CLASS I RIP RAP 25 CU.YDS. GEOTEXTILE EST. 25 TONS CLASS I RIP RAP 10 15 0 2 0 2 GRAU 350 GRAU 350 GRAU 350 EIP EIP EIP EIP RICHARD HOLLINGSWORTH, II HOLLY RIDGE GOLF LINKS INC. US 311 22’ PAVED ROADWAYTO HIGH POINT C O N C R E T E C A R T PA T H 2 4 " R C P 2 4 " R C P 2 4 " R C P 8’ CHAIN LINK WVWM ELECTRIC GATE OPEN GATE KEYPAD TO CULVERT #1 ONE BARREL NORTH EAST ELEV. CUL1 769411.11 1734687.79 725.69 CUL2 769397.06 1734700.96 725.70 CE1 769407.71 1734698.46 734.06 HW1 769407.31 1734697.87 736.54 CUL3 769377.81 1734679.91 725.87 CUL4 769389.59 1734664.77 725.90 CE2 769381.96 1734671.60 734.09 HW2 769381.97 1734671.85 736.58 NC GRID NAD 83 NA 2011 DRIVE PAVED 18" RCP MTL 3’ SPLIT RAIL 3’ SPLIT RAIL EXISTING R/W EXISTING R/W 6 0 . 0 0 ’MTL WOODS WOODS GRASS FIELD GRASS FIELD GRASS FIELD GOLF COURSE GOLF COURSE TEE BOX TEE BOX CONC HW & WW DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "RAN97-1" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 769425.666(ft) EASTING: 1734680.651(ft) ELEVATION: 736.216(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99989860 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "RAN97-1" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 WATER AUTHORITY PIEDMONT TRIAD MILFORD FARLOW MILFORD FARLOW TO US HWY 220 SEE NOTE UNDER ADDITIONAL INFORMATION & COMPUTATIONS. NOTE: BACKFILL TO TOP OF SILLS W/ NATIVE BED MATERIAL. SILL 2 @ 11’x 8’ RCBC 31 CU.YDS. GEOTEXTILE EST. 33 TONS CLASS I RIP RAP 25 CU.YDS. GEOTEXTILE EST. 25 TONS CLASS I RIP RAP EIP EIP EIP EIP RICHARD HOLLINGSWORTH, II HOLLY RIDGE GOLF LINKS INC. US 311 22’ PAVED ROADWAYTO HIGH POINT C O N C R E T E C A R T PA T H 2 4 " R C P 2 4 " R C P 2 4 " R C P 8’ CHAIN LINK RR SPIKE IN BASE OF 24" ASH EL STATION 12+41.00 66’ LEFT N 769484 E 1734692 BM1 ELEVATION = 735.60’ WVWM 7 ELECTRIC GATE OPEN GATE KEYPAD TO CULVERT #1 ONE BARREL NORTH EAST ELEV. CUL1 769411.11 1734687.79 725.69 CUL2 769397.06 1734700.96 725.70 CE1 769407.71 1734698.46 734.06 HW1 769407.31 1734697.87 736.54 CUL3 769377.81 1734679.91 725.87 CUL4 769389.59 1734664.77 725.90 CE2 769381.96 1734671.60 734.09 HW2 769381.97 1734671.85 736.58 NC GRID NAD 83 NA 2011 DRIVE PAVED 18" RCP MTL 3’ SPLIT RAIL 3’ SPLIT RAIL EXISTING R/W EXISTING R/W 6 0 . 0 0 ’MTL WOODS WOODS GRASS FIELD GRASS FIELD GRASS FIELD GOLF COURSE GOLF COURSE TEE BOX TEE BOX CONC HW & WW DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "RAN97-1" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 769425.666(ft) EASTING: 1734680.651(ft) ELEVATION: 736.216(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99989860 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "RAN97-1" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 WATER AUTHORITY PIEDMONT TRIAD MILFORD FARLOW MILFORD FARLOW TO US HWY 220 F F F FF F F F NC GRID NAD 83/NSRS 2007 F F F FF F F F R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4A750097 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET 3 OF 5 BUFFER DRAWING S : \ M a i n t e n a n c e \ C e n t r a l \ R a n d o l p h - 7 5 \ B r g # 0 9 7 S F 7 5 0 0 9 7 \ P E R M I T S _ E n v i r o n m e n t a l \ 7 5 0 0 9 7 _ H y d _ p r m _ b u f _ 4 A . d g n r f j a c k s o n 4 /1 /2 0 1 4 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SCALE 1"=25’ 0’25’25’ HOLLY RIDGE GOLF LINKS INC. MILFORD FARLOW WATER AUTHORITY PIEDMONT TRIAD MILFORD FARLOW RICHARD HOLLINGSWORTH, II SITE 1 EIP EIP EIP EIP US 311 22’ PAVED ROADWAYTO HIGH POINT C O N C R E T E C A R T P A T H 2 4 " R C P 2 4 " R C P 2 4 " R C P 8’ CHAIN LINK RR SPIKE IN BASE OF 24" ASH EL STATION 12+41.00 66’ LEFT N 769484 E 1734692 BM1 ELEVATION = 735.60’ FH WVWM 7 ELECTRIC GATE OPEN GATE KEYPAD TO DRIVE PAVED 18" RCP MTL 3’ SPLIT RAIL 3’ SPLIT RAIL EXISTING R/W EXISTING R/W 6 0 . 0 0 ’MTL WOODS WOODS GRASS FIELD GRASS FIELD GRASS FIELD GOLF COURSE GOLF COURSE TEE BOX TEE BOX CONC HW & WW TO US HWY 220 10 15 0 2 0 2 GRAU 350 GRAU 350 GRAU 350 SILL 2 @ 11’x 8’ RCBC 31 CU.YDS. GEOTEXTILE EST. 33 TONS CLASS I RIP RAP 25 CU.YDS. GEOTEXTILE EST. 25 TONS CLASS I RIP RAP 10 15 0 2 0 2 GRAU 350 GRAU 350 GRAU 350 EIP EIP EIP EIP RICHARD HOLLINGSWORTH, II HOLLY RIDGE GOLF LINKS INC. US 311 22’ PAVED ROADWAYTO HIGH POINT C O N C R E T E C A R T P A T H 2 4 " R C P 2 4 " R C P 2 4 " R C P 8’ CHAIN LINK FH WVWM ELECTRIC GATE OPEN GATE KEYPAD TO CULVERT #1 ONE BARREL NORTH EAST ELEV. CUL1 769411.11 1734687.79 725.69 CUL2 769397.06 1734700.96 725.70 CE1 769407.71 1734698.46 734.06 769407.31 1734697.87 736.54 769377.81 1734679.91 CUL4 HW2 CE2 CUL3 CUL1 CUL2 CE1 HW1 CONC WW(END BURIED) NC GRID NAD 83 NA 2011 DRIVE PAVED 18" RCP MTL 3’ SPLIT RAIL 3’ SPLIT RAIL EXISTING R/W EXISTING R/W 6 0 . 0 0 ’MTL WOODS WOODS GRASS FIELD GRASS FIELD GRASS FIELD GOLF COURSE GOLF COURSE TEE BOX TEE BOX CONC HW & WW STRUCTURE #97 = 8’ X 19’ CONCRETE BOX CULVERT CULVERT #1 BURIED) CONC WW(END WATER AUTHORITY PIEDMONT TRIAD MILFORD FARLOW MILFORD FARLOW TO US HWY 220 SILL 2 @ 11’x 8’ RCBC 31 CU.YDS. GEOTEXTILE EST. 33 TONS CLASS I RIP RAP 25 CU.YDS. GEOTEXTILE EST. 25 TONS CLASS I RIP RAP F F F FF F F F F F F FF F F F DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 750097 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ S : \ M a i n t e n a n c e \ C e n t r a l \ R a n d o l p h \ B r g # 0 9 7 S F 7 5 0 0 9 7 \ P E R M I T S _ E n v i r o n m e n t a l \ 7 5 0 0 9 7 _ H y d _ p r m _ b u f _ P F L. d g n a m k e e t e r 9 /2 4 /2 0 1 3 SHEET 4 OF 5 PERMIT DRAWING 0’100’100’ 730 740 720 USGS QUAD - GLENOLA 2:12:1 NWS=728.2’ Q100=733.51’Q50=733.1’ TB LT TB RT L SLOPE=0.4% C INV.=725.8’ SKEW=104 GRADE PT.=737.2’ 2 @ 11’ x 8’ RCBC W/ HEADWALLS -L- STA. 13+06 1 @ 22’; REINFORCED CONCRETE SLAB ON FULL-HEIGHT CONCRETE ABUTMENTS Rev. May 2006 ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) 1 2 @ 11'x8' RCBC X 4241 1115 5356 TOTAL:4241.0 1115.0 5356.0 0.0 0.0 0.0 SHEET 5 OF 5 PROJECT: 41665.4A (SF-750097) 9/24/2013 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RANDOLPH COUNTY IMPACT BUFFER IMPACTS SUMMARY TYPE SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) ALLOWABLE MITIGABLE BUFFER REPLACEMENT S : \ M a i n t e n a n c e \ C e n t r a l \ R a n d o l p h \ B r g # 0 9 7 S F 7 5 0 0 9 7 \ P E R M I T S _ E n v i r o n m e n t a l \ 7 5 0 0 9 7 _ H y d _ p r m _ w e t _ t s h . d g n a m k e e t e r 1 0 /1 6 /2 0 1 3 SURFACE WATER IMPACTS PERMIT SITE 1 SHEET 1 OF 6 PERMIT DRAWING Bob Branch M uddy Cedar J a s p e r D r . Living Word Church of the Baptist Glenola 1783 1781 1929 1773 1782 Glenola Edgar New Market 1528 1533 1532 1526 Rd. ChurchRd. Marlboro LoflinDairy Rd. Square Rd.Cedar 311 311 1526 1531 S pencer CORPORATION S O U T H E R N 2041 2042 19292027 E d g a r R d . Lawson Rd. Bronzie 1930 1719 1669 1526 3167 1529 1931 1529 1528 1929 1945 2029 1936 1528 15273105 1527 3272 1858 15343146 1858 1526 1534 3125 3124 E d g a r R d . Old Edgar R d. Bra d Rd. R o y F arl ow R d. E u g e n e S t . MarlboroRd. H a r d in s F a r m Hog Slide Rd. Old E d gar R d. Glenview Dr. Glenola Rd. Church Marlboro Banner Whitehead Rd. Plenty Farlow Rd. 1946 T a l l w o o d D r . 3230 3239 1928 1697 1928 1932 1858 O l d Allred HeightsDr 1533 N O R F O L K EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ 2 @ 11’x 8’ RCBC SEE NOTE UNDER ADDITIONAL INFORMATION & COMPUTATIONS. NOTE: BACKFILL TO TOP OF SILLS W/ NATIVE BED MATERIAL. SILL 65’LT R/W +50 65’LT R/W +75 55’LT R/W +55 55’LT R/W +55 60’LT R/W +85 60’LT R/W +45 50’RT R/W +65 50’RT R/W +30 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION LICENSE NO. F-0165 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET NAD 83NC GRID PROJECT LOCATION 10 15 EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ TO HIGH POINT -L- US HWY 311 -L- 25 50 10050 25 50 10050 5 10 20 10 =ADT DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 0 0 PROFILE (HORIZONTAL) 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 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E. SIGNATURE: SIGNATURE: P.E. P.E. PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION 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 : STATE HIGHWAY DESIGN ENGINEER D E P A R T MEN T O F TRA N SPORTA T IO N S T A TEOFNORT H CAR O LI N A VICINITY MAP See Sheet 1-B For Symbology Sheet INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PLANS PREPARED BY:PLANS PREPARED FOR: DIVISION OF HIGHWAYS Raleigh NC, 27610 1000 Birch Ridge Dr. NCDOT CONTACT: DIVISION BRIDGE - PROGRAM MANAGER =V TO THE LIMITS ESTABLISHED BY METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED PE LICENSE NO. F-0165 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET DETOUR ROUTE 2012 STANDARD SPECIFICATIONS R/ W, UTILITIES RANDOLPH COUNTY REPLACE EXISTING CULVERT NO. 97 US HWY 311 = 0.049 MI = 0.004 MI = 0.053 MI See Sheet 1-A For Index of Sheets (Not Included in R/W Plans) DAVID KEISER, PE 2011 * PER ALLOWANCE IN LIBR POLICY VERTICAL ALIGNMENT HAS BEEN REDUCED TO V = 35 MPH GRADING, DRAINAGE, BOX CULVERT AND PAVEMENT MARKINGS 55 MPH NAD 83NC GRID TIM WELCH, PE PROJECT LOCATION TO RANDLEMAN SY C A M O R E C R E E K 10 15 -L- POT Sta. 13+90.00 END RESURFACING 41665.4A-97 14,000 4 1 6 6 5 . 4 A - 9 7 BEGIN RESURFACING -L- POT Sta. 11+60.00 -L- POT Sta. 12+94.56 BEGIN BOX CULVERT-97 -L- POT Sta. 13+18.26 END BOX CULVERT-97 41665.4A 41665.4A LAUREN WILSON, EI PART 1 -L- POT Sta. 14+42.00 N/A N/A MARCH 11, 2014 END PROJECT 41665.4A-97 PART 1 BEGIN PROJECT 41665.4A-97 P R O J E C T : LENGTH ROADWAY PROJECT 41665.4A-97 LENGTH STRUCTURE PROJECT 41665.4A-97 TOTAL LENGTH PROJECT 41665.4A-97 R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4750097 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S : \ M a i n t e n a n c e \ C e n t r a l \ R a n d o l p h - 7 5 \ B r g # 0 9 7 S F 7 5 0 0 9 7 \ P E R M I T S _ E n v i r o n m e n t a l \ 7 5 0 0 9 7 _ H y d _ p r m _ w e t . d g n r f j a c k s o n 4 /1 /2 0 1 4 SITE 1 SCALE 1"=25’ 0’25’25’ SHEET 2 OF 6 PERMIT DRAWING MILFORD FARLOW WATER AUTHORITY PIEDMONT TRIAD RICHARD HOLLINGSWORTH, II HOLLY RIDGE GOLF LINKS INC. 10 15 GRAU 350 GRAU 350 GRAU 350 STANDARD DRAWING 1250.01 REFER TO ROADWAY YELLOW PAINTED ISLAND SEE NOTE UNDER ADDITIONAL INFORMATION & COMPUTATIONS. NOTE: BACKFILL TO TOP OF SILLS W/ NATIVE BED MATERIAL. SILL 2 @ 11’x 8’ RCBC 31 CU.YDS. GEOTEXTILE EST. 33 TONS CLASS I RIP RAP 25 CU.YDS. GEOTEXTILE EST. 25 TONS CLASS I RIP RAP 10 15 GRAU 350 GRAU 350 GRAU 350 STANDARD DRAWING 1250.01 REFER TO ROADWAY YELLOW PAINTED ISLAND EIP EIP EIP EIP US 311 22’ PAVED ROADWAYTO HIGH POINT C O N C R E T E C A R T PA T H 2 4 " R C P 2 4 " R C P 2 4 " R C P 8’ CHAIN LINK WVWM ELECTRIC GATE OPEN GATE KEYPAD TO CULVERT #1 ONE BARREL NORTH EAST ELEV. CUL1 769411.11 1734687.79 725.69 CUL2 769397.06 1734700.96 725.70 CE1 769407.71 1734698.46 734.06 HW1 769407.31 1734697.87 736.54 CUL3 769377.81 1734679.91 725.87 CUL4 769389.59 1734664.77 725.90 CE2 769381.96 1734671.60 734.09 HW2 769381.97 1734671.85 736.58 NC GRID NAD 83 NA 2011 DRIVE PAVED 18" RCP 3’ SPLIT RAIL 3’ SPLIT RAIL EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ WOODS WOODS GRASS FIELD GRASS FIELD GRASS FIELD GOLF COURSE GOLF COURSE TEE BOX TEE BOX DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "RAN97-1" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 769425.666(ft) EASTING: 1734680.651(ft) ELEVATION: 736.216(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99989860 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "RAN97-1" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 TO US HWY 220 SEE NOTE UNDER ADDITIONAL INFORMATION & COMPUTATIONS. NOTE: BACKFILL TO TOP OF SILLS W/ NATIVE BED MATERIAL. SILL 2 @ 11’x 8’ RCBC 31 CU.YDS. GEOTEXTILE EST. 33 TONS CLASS I RIP RAP 25 CU.YDS. GEOTEXTILE EST. 25 TONS CLASS I RIP RAP EIP EIP EIP EIP US 311 22’ PAVED ROADWAYTO HIGH POINT C O N C R E T E C A R T PA T H 2 4 " R C P 2 4 " R C P 2 4 " R C P 8’ CHAIN LINK RR SPIKE IN BASE OF 24" ASH EL STATION 12+41.00 66’ LEFT N 769484 E 1734692 BM1 ELEVATION = 735.60’ WVWM ELECTRIC GATE OPEN GATE KEYPAD TO CULVERT #1 ONE BARREL NORTH EAST ELEV. CUL1 769411.11 1734687.79 725.69 CUL2 769397.06 1734700.96 725.70 CE1 769407.71 1734698.46 734.06 HW1 769407.31 1734697.87 736.54 CUL3 769377.81 1734679.91 725.87 CUL4 769389.59 1734664.77 725.90 CE2 769381.96 1734671.60 734.09 HW2 769381.97 1734671.85 736.58 NC GRID NAD 83 NA 2011 DRIVE PAVED 18" RCP 3’ SPLIT RAIL 3’ SPLIT RAIL EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ WOODS WOODS GRASS FIELD GRASS FIELD GRASS FIELD GOLF COURSE GOLF COURSE TEE BOX TEE BOX DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "RAN97-1" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 769425.666(ft) EASTING: 1734680.651(ft) ELEVATION: 736.216(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99989860 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "RAN97-1" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 TO US HWY 220 F F F FF F F F F F F FF F F F R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4750097 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S : \ M a i n t e n a n c e \ C e n t r a l \ R a n d o l p h - 7 5 \ B r g # 0 9 7 S F 7 5 0 0 9 7 \ P E R M IT S _ E n v i r o n m e n t a l \ 7 5 0 0 9 7 _ H y d _ p r m _ w e t . d g n r f j a c k s o n 4 /1 /2 0 1 4 SITE 1 SCALE 1"=25’ 0’25’25’ SHEET 3 OF 6 PERMIT DRAWING MILFORD FARLOW WATER AUTHORITY PIEDMONT TRIAD RICHARD HOLLINGSWORTH, II HOLLY RIDGE GOLF LINKS INC. 10 15 GRAU 350 GRAU 350 GRAU 350 STANDARD DRAWING 1250.01 REFER TO ROADWAY YELLOW PAINTED ISLAND 724 724 7 2 5 725 7 2 5 726 7 2 6 726 726 726 726 7 2 7 727 7 2 7 7 2 7 727 7 2 7 727 727 727 727 727 728728 7 2 8 7 2 8 728 728 728 728 7 2 8 729 729 729 7 2 9 729 729 729 729 729 729 730 7 3 0 7 3 0 7 3 0 7 3 0 7 3 0 730730 7 3 0 7 3 0 7 3 0 7 3 0 730 730 7 3 0 730 730 730 730 730 730 730 7 3 0 730 7 3 0 730 730 7 3 1 7 3 1 7 3 1 731 731 731 7 3 1 731 7 3 1 731 7 3 1 7 3 1 731 732 732 7 3 2 732 732 7 3 2 7 3 2 7 3 2 732 732 7 3 2 7 3 2 7 3 2 732 733 7 3 3 7 3 3 733 7 3 3 7 3 3 7 3 3 7 3 3733 7 3 3 733 7 3 3 7 3 3 7 3 3 733 733 733 734 734 7 3 4 7 3 4 734 7 3 4 7 3 4 7 3 4 734 7 3 4 7 3 4 734 734 734 7 3 4 734 7 3 4 734 735 7 3 5 735 7 3 5 73 5 735 735 735 735 735 7 3 5 7 3 5 7 3 5 7 3 5 735 735 735735 735 735 735 735 735 735735 7 3 5 7 3 5 735735 735 735 735 7 3 5 7 3 5 7 3 5 735 735 735 735 735 736 736 7 3 6 7 3 6 7 3 6 736 7 3 6 736 736 736 736 7 3 6 7 3 6 736 736 736 736 736 7 3 6 736 736 736 736 7 3 6 736 737 737 7 3 7 7 3 7 737 737 7 3 7 7 3 7 737 737 7 3 7 7 3 7 737 7 3 7 737 737 737 737 737 7 3 7 7 3 7 737 737 738 738 738 7 3 8 738 7 3 8 738 7 3 8 7 3 8 7 3 8 738 738 738 738 738 7 3 8 7 3 8 7 3 8 7 3 8 738 738 738 739 739 739 7 3 9 739 739 7 3 9 7 3 9 7 3 9 739 739 739 7 3 9 739 739 7 3 9 739 7 3 9 739 739 7 3 9 7 4 0 740 7 4 0 7 4 0 7 4 0 740 740 740 740 740 74 0 7 4 0 740 7 4 0 740 7 4 0 7 4 0 7 4 0 7 4 0 740 7 4 0 740 740 7 4 0 7 4 0 740 7 40 740 740 740 740 740 7 4 0 7 4 0 7 4 1 7 4 1 741 741 741 7 4 1 741 7 4 1 7 4 1 7 4 1 741 741 7 4 1 741 741 7 4 1 741 742 742 7 4 2 7 4 2 742 7 4 2 7 4 2 7 4 2742 742 7 4 2 742 7 4 2 742 7 4 2 7 4 2 742 7 4 2 743 7 4 3 7 4 3 743 7 4 3 7 4 3 7 4 3 743 743 7 4 3 743 7 4 3 743 7 4 3 743 743 743 7 4 3 7 4 3 744 744 744 7 4 4 7 4 4 744 7 4 4 744 7 4 4 744 7 4 4 744 7 4 4 744 744 744 7 4 4 7 4 4 7 4 4 744 744 744 744 745 7 4 5 745 745 745 745 74 5 745 745 745 745 7 4 5 745 7 4 5 7 4 5 745 7 4 5 745 745 745 745 745 745 7 4 5 745 745 7 45 745 7 4 5 7 4 5 745 745 745 7 4 5 7 4 5 745 7 4 5 745 7 4 5 7 4 5 746 746 746 7 4 6 746 7 4 6 7 4 6 746 7 46 746 7 4 6 746 7 4 6 746 7 4 6 746 7 4 6 7 4 6 746 746 746 747 747 7 4 7 747 7 4 7 747 7 4 7 7 4 7 747 747 747 7 4 7 747 7 4 7 747 747 747 7 4 7 747 7 4 8 748 7 4 8 748 748 748 7 4 8 748 748 7 4 8 748 748 7 4 8 748 7 4 8 748 748 748 749 7 4 9 749 749 749 7 49 749 7 4 9 7 4 9 749 749 749 7 4 9 7 4 9 749 7 4 9 7 4 9 7 4 9 750 750 750 750 750 7 5 0 750 7 5 0 750 7 5 0 750 750 7 5 0 7 5 0 7 5 0 750 7 5 0 750 7 5 0 750 750 750 750 750 750 750 750 7 5 0 7 5 0 7 5 0750 751 751 751 751 7 5 1 7 5 1 751 751 7 5 1 751 751 7 5 1 7 5 1 751 751 7 5 1 75 2 752 7 5 2 752 752 752 752 7 5 2 752 752 7 5 2 7 5 2 752 753 7 5 3 753 753 753 753 7 5 3 753 7 5 3 753 753 754 754 754 754 754 754 7 5 4 754 75 5 755 7 5 5 755 755 755 755 755 755 7 5 5 755 755 755 7 5 5 756 756 7 5 6 7 5 6 756 756 757 757 7 5 7 757 758 7 5 8 7 5 8 758 759 759 759 759 760 7 6 0 7 6 0 760 760 761 761 762 762 7 6 3 763 763 764 7 6 4 765 7 6 5 7 6 5 766 766 7 6 7 SEE NOTE UNDER ADDITIONAL INFORMATION & COMPUTATIONS. NOTE: BACKFILL TO TOP OF SILLS W/ NATIVE BED MATERIAL. SILL 2 @ 11’x 8’ RCBC 31 CU.YDS. GEOTEXTILE EST. 33 TONS CLASS I RIP RAP 25 CU.YDS. GEOTEXTILE EST. 25 TONS CLASS I RIP RAP 10 15 GRAU 350 GRAU 350 GRAU 350 STANDARD DRAWING 1250.01 REFER TO ROADWAY YELLOW PAINTED ISLAND EIP EIP EIP EIP US 311 22’ PAVED ROADWAYTO HIGH POINT C O N C R E T E C A R T PA T H 2 4 " R C P 2 4 " R C P 2 4 " R C P 8’ CHAIN LINK WVWM ELECTRIC GATE OPEN GATE KEYPAD TO CULVERT #1 ONE BARREL NORTH EAST ELEV. CUL1 769411.11 1734687.79 725.69 CUL2 769397.06 1734700.96 725.70 CE1 769407.71 1734698.46 734.06 HW1 769407.31 1734697.87 736.54 CUL3 769377.81 1734679.91 725.87 CUL4 769389.59 1734664.77 725.90 CE2 769381.96 1734671.60 734.09 HW2 769381.97 1734671.85 736.58 NC GRID NAD 83 NA 2011 DRIVE PAVED 18" RCP 3’ SPLIT RAIL 3’ SPLIT RAIL EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ WOODS WOODS GRASS FIELD GRASS FIELD GRASS FIELD GOLF COURSE GOLF COURSE TEE BOX TEE BOX DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "RAN97-1" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 769425.666(ft) EASTING: 1734680.651(ft) ELEVATION: 736.216(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99989860 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "RAN97-1" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 TO US HWY 220 SEE NOTE UNDER ADDITIONAL INFORMATION & COMPUTATIONS. NOTE: BACKFILL TO TOP OF SILLS W/ NATIVE BED MATERIAL. SILL 2 @ 11’x 8’ RCBC 31 CU.YDS. GEOTEXTILE EST. 33 TONS CLASS I RIP RAP 25 CU.YDS. GEOTEXTILE EST. 25 TONS CLASS I RIP RAP EIP EIP EIP EIP US 311 22’ PAVED ROADWAYTO HIGH POINT C O N C R E T E C A R T PA T H 2 4 " R C P 2 4 " R C P 2 4 " R C P 8’ CHAIN LINK RR SPIKE IN BASE OF 24" ASH EL STATION 12+41.00 66’ LEFT N 769484 E 1734692 BM1 ELEVATION = 735.60’ WVWM ELECTRIC GATE OPEN GATE KEYPAD TO CULVERT #1 ONE BARREL NORTH EAST ELEV. CUL1 769411.11 1734687.79 725.69 CUL2 769397.06 1734700.96 725.70 CE1 769407.71 1734698.46 734.06 HW1 769407.31 1734697.87 736.54 CUL3 769377.81 1734679.91 725.87 CUL4 769389.59 1734664.77 725.90 CE2 769381.96 1734671.60 734.09 HW2 769381.97 1734671.85 736.58 NC GRID NAD 83 NA 2011 DRIVE PAVED 18" RCP 3’ SPLIT RAIL 3’ SPLIT RAIL EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ WOODS WOODS GRASS FIELD GRASS FIELD GRASS FIELD GOLF COURSE GOLF COURSE TEE BOX TEE BOX DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "RAN97-1" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 769425.666(ft) EASTING: 1734680.651(ft) ELEVATION: 736.216(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99989860 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "RAN97-1" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 TO US HWY 220 F F F FF F F F F F F FF F F F S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S : \ M a i n t e n a n c e \ C e n t r a l \ R a n d o l p h - 7 5 \ B r g # 0 9 7 S F 7 5 0 0 9 7 \ P E R M IT S _ E n v i r o n m e n t a l \ 7 5 0 0 9 7 _ H y d _ p r m _ w e t _ P S H 4 A . d g n r f j a c k s o n 4 /1 /2 0 1 4 R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4A750097 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SCALE 1"=25’ 0’25’25’ SHEET 4 OF 6 PERMIT DRAWING SITE 1 MILFORD FARLOW WATER AUTHORITY PIEDMONT TRIAD RICHARD HOLLINGSWORTH, II HOLLY RIDGE GOLF LINKS INC. SILL 2 @ 11’x 8’ RCBC 31 CU.YDS. GEOTEXTILE EST. 33 TONS CLASS I RIP RAP 25 CU.YDS. GEOTEXTILE EST. 25 TONS CLASS I RIP RAP 10 15 GRAU 350 GRAU 350 GRAU 350 EIP EIP EIP EIP US 311 22’ PAVED ROADWAYTO HIGH POINT C O N C R E T E C A R T P A T H 2 4 " R C P 2 4 " R C P 2 4 " R C P 8’ CHAIN LINK FH WVWM ELECTRIC GATE OPEN GATE KEYPAD TO CUL4 HW2 CE2 CUL3 CUL1 CUL2 CE1 HW1 CONC WW(END BURIED) NC GRID NAD 83 NA 2011 DRIVE PAVED 18" RCP MTL 3’ SPLIT RAIL 3’ SPLIT RAIL EXISTING R/W EXISTING R/W 6 0 . 0 0 ’MTL WOODS WOODS GRASS FIELD GRASS FIELD GRASS FIELD GOLF COURSE GOLF COURSE TEE BOX TEE BOX CONC HW & WW STRUCTURE #97 = 8’ X 19’ CONCRETE BOX CULVERT CULVERT #1 BURIED) CONC WW(END TO US HWY 220 SILL 2 @ 11’x 8’ RCBC 31 CU.YDS. GEOTEXTILE EST. 33 TONS CLASS I RIP RAP 25 CU.YDS. GEOTEXTILE EST. 25 TONS CLASS I RIP RAP 10 15 GRAU 350 GRAU 350 GRAU 350 60’ +85 60’ +45 50’ +65 50’ +30 EIP EIP EIP EIP US 311 22’ PAVED ROADWAYTO HIGH POINT C O N C R E T E C A R T P A T H 2 4 " R C P 2 4 " R C P 2 4 " R C P 8’ CHAIN LINK RR SPIKE IN BASE OF 24" ASH EL STATION 12+41.00 66’ LEFT N 769484 E 1734692 BM1 ELEVATION = 735.60’ WVWM 7 ELECTRIC GATE OPEN GATE KEYPAD TO DRIVE PAVED 18" RCP 3’ SPLIT RAIL 3’ SPLIT RAIL EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ WOODS WOODS GRASS FIELD GRASS FIELD GRASS FIELD GOLF COURSE GOLF COURSE TEE BOX TEE BOX CONC HW & WW TO US HWY 220 F F F FF F F F F F F FF F F F DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 750097 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ S : \ M a i n t e n a n c e \ C e n t r a l \ R a n d o l p h \ B r g # 0 9 7 S F 7 5 0 0 9 7 \ P E R M I T S _ E n v i r o n m e n t a l \ 7 5 0 0 9 7 _ H y d _ p r m _ w e t _ P F L. d g n a m k e e t e r 9 /2 4 /2 0 1 3 SHEET 10 OF 11 PERMIT DRAWING 0’100’100’ 730 740 720 USGS QUAD - GLENOLA 2:12:1 NWS=728.2’ Q100=733.51’Q50=733.1’ TB LT TB RT L SLOPE=0.4% C INV.=725.8’ SKEW=104 GRADE PT.=737.2’ 2 @ 11’ x 8’ RCBC W/ HEADWALLS -L- STA. 13+06 1 @ 22’; REINFORCED CONCRETE SLAB ON FULL-HEIGHT CONCRETE ABUTMENTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 1 13+06-L-2 @ 11'x8' RCBC 0.01 48 Bank Stabliziation 0.01 0.01 53 17 TOTALS:0.02 0.01 101 17 ATN Revised 3/31/05 4/1/2014 RANDOLPH COUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS WBS - 41665.4A (SF 750097) WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS SHEET 6 OF 6