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Home My WebLink About20140371 Ver 1_Application_20140414�F W A 7F9 O� QG Offce Use Only; � � Corps action ID no. o � DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCl� Form _ A. Applicant 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: 1 c. Has the NWP or GP number been verified by the Corps? � Yes 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular � Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1e. Is this notification solely for the record For the record only for DWQ 401 because written approval is not required? Certification: ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? 2. Project Information 2a. Name of project: Culvert #31 2b. County: Randolph 2c. Nearest municipality / town: New Market 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state 41665.4A-31 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: NA 3b. Deed Book and Page No. 3c. Responsible Party (for LLC (f 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: ❑ No For the record only for Corps Permit: ❑ Yes � No � Yes ❑ No ❑ Yes � No ❑ Yes � No 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, specity: Division Engineer 4b. Name: Robert W. Stone II, PE 4c. Business name NCDOT Hi hwa Division S (if aoolir.ahle\� 9 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. Agenf/Consultant Information (if applicable) 5a. Name: Art C. King 5b. Business name NCDOT Hi hwa Division 8 !if annlir.ahleY 9 y 5c. Street address: 902 North Sandhill Blvd. 5d. City, state, zip: Aberdeen NC 28315 5e. Telephone no.: 910-944-2344 Sf. Fax no.: 910-944-5623 5g. Email address: 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 1 a. Property identification no. (tax PIN or parcel ID): 1b. Site coordinates (in decimal degrees): Latitude: 35.84657 Longitude: - 79.882580 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to gob's Branch 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 to the limit of the right of way. 3d. Explain the purpose of the proposed project: to replace a deficient, 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 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 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f, Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem ora T W1 ❑ P❑ T NA ❑ 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. 3 a. 3 b. 3 c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent Tem ora T DWQ — non-404, width (linear P ry � ) (INT)? other) (feet) feet) S1 � P❑ T Structure Bob's Branch � PER � Corps �Z_18ft 50ft ❑ INT � DWQ S2 � P❑ T rip-rap „ � PER � Corps „ stabilization ❑ INT � DWQ 63ft S3 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ SS ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total sheam and tributary impacts 113 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 ❑POT NA 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4E 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. 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 Sf. Total Sg. Comments: 5h. Is a dam high hazard permit required? ❑ Yes � No If yes, permit ID no: Si. Expected pond surtace 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. gg. 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 B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 5 of 10 PCN Form — Version 1.3 December 10, 2008 Version 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. 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 1a 2. Compensatory Mitigatian for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? 26. If yes, mitigation is required by (check all that apply): 2c. If yes, which mitigation option will be used for this project? 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program ❑ Yes � No ❑ DWQ ❑ Corps ❑ Mitigation bank ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation Type 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: 4d. Buffer mitigation requested (DWQ only): 4e. Riparian wetland mitigation requested: Quantity ❑ warm ❑ cool NA square feet 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 ❑cold Sa. 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 within one of the NC Riparian Buffer Protection Rules? ❑ Yes � No 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 government's 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 rem 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 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 7. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? � Yes ❑ No 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 Camments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 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) 5a. Will this project occur in or near an area with federally protected species or � Yes habitat? ❑ No 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes impacts? � No ❑ Raleigh 5c. If yes, indicate the USFWS Field Offce you have contacted. ❑ Asheville Sd. 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) Sa. 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? �� ` ��z C� �' �/-�i-i� ApplicanUAgenYs Printe�Name Applica geni's S�qr�2 re Date (AgenYs signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 PCN Form — Version 1.3 December 10, 2008 Version BM ttle RR SPIKE IN BASE OF 24"PINE TREE, 77' LEFT OF STA. 11+00 -L-, ELEV. 736.87 STA.13+14.00 -L- o WOODS �j N CLASS I RIP RAP �. w/ GEOTEXTILE FABRIC N � t&DPAY�ITEM) o I 90°-00'-00" �. � -� ... .�� • ' �.,: •s..1:�'�: + L CLASS B RIP RAP W/ COIR MATTING (RDWY OETAIL & PAY ITEM) � � PROPpSEO 2 c� 10' X 7' RCBC - (US PROPOSED GUARDRAIL tROADWAY DETAIL & PAY ITEM) POND `,', , . � � � � /��/ �. � 2' HIGH CONC. /SILL (TYPa) CLASS I RIP RAP w/ GEOTEXTILE FABRIC (RDWY DETAIL � & PAY ITEM) � _ � �� . ---- ---- -- ` � � � � 0 ?_3'-6" 24'-6„ 48'-0" � GRASS � / �...1 ' . �.I ' � REMOVE EXISTING BRIDGE PAVED DRIVE WOODS �� FOR UTILITY INFpRMATION,SEE UTILITY PLANS AND SPECIAL PROVISIONS. LOCATION SKETCH � -L- 4 3' 50' 50' �---------------------------•-------------...----------- --------------.........---- ---- ----------......... �EL. 727e2± �EL. 728.2± EL.. 728.0± �EL. i27.9± PROIFI�E ALONG � CU�VERT � > DRAWN BY : S.WANCE � DATE : 12-13 0 z CHECKED BY : W.F.PARKER _ pqTE ; 12-13 °w DESIGN ENGINEER OF RECORD: S.WraNCE _ DATE : 12-13 0 a DRAWN BY ; R.W. WRIGHT _ DATE : JULY. 19R0 CHECKED BY : D.A. GLADDEN _ DATE : JU�Y. I990 �. 727.s± NOTES ASSUMED LIVE LOAD ----------H�-93 OR ALTERNATE LOADING. DESIGN FILL-----------------3,31' FOR OTHER DESIGN DATA AND NOTES SEE STANDARO NOTE SHEET. 3"fd WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONS. CONCRETE IN CULVERTS TO BE POURED IN THE FOLLOWING ORDER: PAHSE I l.WING FOOTINGS AND FLOOR SLAB OF WEST BARREL INCLUOING 4"OF ALL VERTICAL WA�LS,AND PORTIQN OF CURTAIN WALLS. 2eTHE REMAINING PORTIONS OF WALLS,SILLS.AND WINGS FULL HEIGHT. PHASE II 1.WING FOOTINGS AND FLOOR SLAB OF EAST BARREL INCLUDING 4"OF EXTERIOR WALL, AND REMAINING P�RTION OF CURTAIN WALLS. 2,THE REMAINING PQRTIONS OF THE WALLS AND WINGS FUL� HEIGHT. 3.ROOF SLAB INCLUDING REMAINING PORTION OF WALLS FOLLOWED BY THE HEADWA��S. PHASE II SHALL NOT BE STARTED UNTIL PHASE I IS COMPLETE, FOR CONSTRUCTION SEQUENCE.SEE EROSION CONTROL PLANS. FOR MAINTENANCE OF TRAFFIC SEE TRAFFIC CONTROL PLANS. THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE STAKING IT OUT TO MAKE: CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FI�L< DIMENSIONS FOR WING LAYOUT AS WELL AS ADOITIONAL REINFpRCING STEEL EMBEDDED IN BARREL ARE SHOWN ON WING SHEET. AT THE CONTRACTOR'S OP7ION,HE MAY SPLICE THE VERTICAL REINFORCING STEEL IN THE INTERIOR FACE OF EXTERIOR WALL AND BOTH FACES OF INTERIOR WALLS ABOVE LOWER WALL CONSTRUCTION JOINT.THE SPLICE LENGTH SHAL� BE AS PROVIQED IN THE SPLICE LENGTH CF�ART SHOWN ON THE PLANS.EXTRA WEIGHT OF STEEL OUE TO THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR, AT THE CONTRACTOR'S OPTION HE MAY SUBMIT.TO THE ENGINEER FOR APPROVALq DESIGN AND DETAIL DRAWINGS FOR A PRECAST REINFORCED CONCRETE BOX CU�VERT IN LIEU OF THE CAST-IN-PLACE CULVERT SHOWN ON THE PLANSeTHE DESIGN SHALL PROVIDE THE SAME SIZE AND NUMBER OF BARRELS AS USED ON THE CAST-IN-PLACE OESIGN<FpR PRECAST REINFORCED CONCRETE BOX CULVERT,SEE SPECIAL PROVISIONS. THE CONTRACTOR SHALL REMOVE THE EXISTING BRIDGE ANO SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS. NO WORK SHALL BE DONE ON THE CULVERT AT STA.13+14 -L- UNTI� THE AREA OF THE CULVERT HAS BEEN EXCAVATED TO COMPETENT MATERIAL AT THE DISCRETION OF THE ENGINEER AND UNSUITABLE MATERIAL REPI.ACED 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 BOTTOM OF THE CULVERT FLOOR SLAB AND WING FOOTINGS WILL BE FOR ALL WORK INCLUDING FOUNDATION CONDITIONING MATERIAL OOWN TO ONE FOOT BELOW THE CULVERT AND SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR CULVERT EXCAVATION. PAYMENT FOR EXCAVATION BEYOND ONE FOOT BELOW THE BOTTOM OF THE CULVERT FLOOR S�AB AND WING FOOTINGS WILL BE FOR ALL WORK INCLUDING EXCAVATION.ANY TEMPORARY SHEETING,FOUNDATION CONDITIONING MATERIALo AND ANY OTHER MISCELLANEOUS ITEMS,AND SHALL BE INCLUDED IN THE PRICE PER CUBIC YARD FOR FOUNDATION CONDITIONING MATERIAL. THE ESTIMATEO QUANTITY FOR THE FOUNDATION CONDITIONING MATERIAL THAT IS INCLUDED IN THE LUMP SUM PAYMENT FOR CULVERT EXCAVATION IS 75 TONS. THE ESTIMATEQ QUANTITY THAT IS FOR THE FOUNDATION CONDITIONING MATERIAL THAT IS PLACEO BEYOND ONE FOOT BELOW THE BOTTOM OF THE CULVERT FLOOR SLAB AND WING FOOTINGS IS 170 TONS.THESE QUANTITIES ARE ESTIMAI'ES ONLY. ROADWAY DATA GRADE POINT ELEV. (a� STA. 13+14,00 -L- = 737.52 BED ELEV. C� STA. 13+14a00 = 726.90 ROADWAY SLOPE = 2al HYDROGRAPHIC DATA DESIGN OISCHARGE 640 CFS FREQUENCY OF DESIGN F�OOD 50 YRS. DESIGN HIGH WATER E�EVATION 734.9 DRAINAGE AREA 0.8 SQ. MI. BASIC DISCHARGE (Q100) 750 CFS BASIC HIGH WATER ELEVATION 735.40 OVERTOPPING FL000 DATA OVERTOPPING DISCHARGE 950 CFS FREQUENCY OVERTOPPING F�p00 100+ YR. OVERTOPPING FL000 E�EVATION 737e3 10-JAN-2014 16:49 5:\DPG2\Ting\Div_proJeCtS\ROndolph3l\finai pians\41665.4A_SD_t swonce THE EXISTING STRUCTURE CONSISTING OF ONE SPAN ca 19'-0"WITH A CLEAR ROADWAY WIOTH OF 37'-10"AND A 17�/Z"REINFORCED CONCRETE DECK WITH FULL HEIGHT CONCRETE BU�KHEADS �OCATED AT THE PROPOSED STRUCTURE SITE SHALL BE REMOVED. THE EXISTING BRIDGE IS PRESENTLY NOT POSTED FOR LOAD �IMIT, THE SUBSTRUCTURE OF THE EXISTING BRIOGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILAB�E. 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 AOOITIONA� COSTS INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITEa 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 DEMOLITIpN IN ACCORDANCE WITH ARTICA� 402-2 OF THE STANDARD SPECIFICATION. NO SEPARATE PAYMENT SHALL BE MADE FOR REMOVAL OF EXISTING STRUCTURE. COST FOR REMOVAL OF EXISTING STRUCTURE SHALL BE INCI.UDED IN THE LUMP SUM BID PRICE FOR CULVERT EXCAVATIpN. THE CONTRACTOR SHA�L PROVIDE INDEPENDENT ASSURANCE SAMPLES OF REINFORCING STEEL AS FOLLOWS:FOR PROJECTS REQUIRING UP TO 400 TONS OF REINFORCING STEEL.ONE 3Q INCH SAMPLE OF EACH SIZE BAR USED.AND FOR PROJECTS REQUIRING OVER 400 TONS OF REINFORCING STEEL9TW0 30 INCH SAMPLES OF EACH SIZE BAR USED.THE BARS FROM WHICH THE SAMPLES ARE TAKEN MUST THEN BE SPLICED WITH REPLACEMENT BARS OF THE SIZE AND LENGTH OF THE SAMPLE.PLUS A MINIMUM LAP SPLICE OF THIRTY BAR DIAMETERS.PAYMENT FOR THE SAMPLES OF REINFORCING STEEL SHALL BE CONSIDERED INCIDENTAL TO VARIOUS PAY ITEMSa BACKFILL TO TOP OF SILLS WITH NATIVE BED MATERIAL. NATIVE BED MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BEO OR FLOODPLAIN DURING CU�VERT CONSTRUCTION. ONLY MATERIAL THAT IS EXCAVATED FROM THE STREAM BEO MAY BE USED IN THE LOW FLOW CULVERT BARREL. RIP RAP MAY BE USEO 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 AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE.NATIVE BED MATERIAL IS SUBJECT TO APPROVA� BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. A 3 FOOT STRIP OF FILTER FABRIC SHA�L BE ATTACHED TO THE FILL FACE pF THE WING COVERING THE ENTIRE LENGTH OF THE EXPANSION JOINT. FOR CULVERT DIVERSION DETAILS AND PAY ITEM.SEE EROSION CONTROL PLANS. 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 TOTA� STRUCTURE QUANTITIES CLASS A CONCRETE PHASE I 47.8 C.Y. PHASE II 73.8 C.Y. TOTAL 121.6 C.Y. REINFORCING STEEL PHASE I 5,836 LBS. PHASE II 8,388 LBS. TOTAL 14.224 LBS. FOUNDATION CONDITIONING MAT'L 170 TONS CULVERT EXCAVATION LUMP SUM REMOVAL OF EXISTING STRUCTURE LUMP SUM CARO��'< SS�n. • y4 SEAL 16301 3/ � � ��11,` _ PROJECT No. q1665o4A-31 RANDOLPN COUNrY STATION• 13+14e00 —L— . SHEET 1 OF 8 REPLACES BRIDGE N0.31 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEiCH DOUBLE 10 FTa X 7 FTe CONCRETE B�X CULVERT 90 ° SKEW REVISIONS BY: pATE: N0. BY: DATE: SHEET N0. C-1 TOTAL SHEETS 7 + � � � a �} 3 � �c � Y m� LL _ o� Y v� i� U ~ � } � � >P m� �- �> �� _Z �3 N a _ � > C W LL � � WING SLOPE- FOR 2s1 FILL N J J Q � � 0 H � W � � � X W O N N W U Q � w 0 H � Z � 4 tt5 G1 Ce� 3" CTS. (TYPJ 3„ 3„ i�n � � ��us�• — �0 � / „ I � I o 1 L_ I �--�---•-- 1 i i W1 SEE ROADWAY PLANS ROADWAY FILL SLOPE 2a1 on � : I \ � � ' z 0 H tt4 B2 BARS- FILL FACE � a Z�,; GRADE 0.3% Q F--� W � m �ZNQ .--� C� a�, J m v . oa tt4 B1 BARS- STREAM FACE Q��,Ho E�EV.726.9 tt @ �. � ----i — �— � N 0 � '-3" � WEEP HOLES C� 10'- 0" ± CTS. EXTERIOR WALL M ROADWAY FILL SLOPE 2el 1'- 3" (TYP.) •�e• CONST. JTa� � � v °w "4 B3 BARS & m �� w "4 A2 BARS � o = � EACH FACE _p � N Q � STAGGERED u @ W v� _ CONST. JT.� ---------- i 2'-0" X i'-0" SILL-' (EA. END OF PHASE 1 BARREL) INTERIOR WALL CULVERT SECTIQN N4RMAL TQ ROADWAY LENGTH OF CULVERT= 48'-0" 23'-6„ #4 A1 C� 5�/2"CTS. CORNER BARS EACH EXTERIOR WALL (SEE BARREL SECTION) � � J�� L��.�� m �, a F— J Z C� N O H . � � � � t� ~ v @�� ° aN J ti � �' N QOm O �� °�ov � pa v�a v �m E- w Q o �` w u m N � CULVERT :k=====._________ ___�_______: � �'e � �I � �� 4�-tt5 G1 C� 3" CTS. I IN HEADWALL STA.13+14.00 -L- � _—_ � ------- ------ ---------- Wl tt4 A100 BARS C� 5°CTS.- BOTTOM OF ROOF SLAB '�4 A300 BARS C�a 5�/�"CTS.- TOP OF ROOF SLAB �' ' � '�� : 24'-6„ OI � � WING SLOPE FOR 2al FI�L 0 L�`�' I � � � � � � � , I I I #4 A400 BARS (� 5%2"CTS.- BOTTOM OF FLOOR S�AB tt4 A200 BARS Ca� 6" CTS.- TOP OF FLOOR SLAB '�4 A2 (a� 5�/Z" CTSe CORNER BARS-EXTERIOR WALL tSEE BARREL SECTION) "4 Bl BARS (�a 12" CTS, STREAM FACE #4 B2 BARS C� 5�/�"CTS. FILL FACE . � �• � � o� O � � LONGITUDINAL CONST. JT. � � IN BOTTOM SLAB o � & CURTAIN WALL a � O 90°-00'-00" EXTEND tt4 A200 1'-6" a 1 (TYP.) & tt4 A400 1'-10" I INTO PHASE II ----- -------------------- I, _ I \� � � Z 0 H � � w � N Q m J � w � V � tt a m w w N 12" #4 B3 & tt4 A2 BARS C� 1'-0"CTS. EACH FACE STAGGERED IN INTERIOR WAL� 2'-0" X 1'-0" SILL (EA. END OF PHASE 1 BARREL) I �• tt4 B2 BARS (� 5'/2"CTS. FILL FACE` tt4 Bi BARS C� 12" CTS. STREAM FACE tt4 A2 (�a 5�/2" CTS. CORNER BARS-EXTERIOR WALL (SEE BARRE� SECTION) tt4 A500 BARS c� 6" CTS.- TOP OF F�OOR SLAB #4 A600 BARS C� 5%Z"CTS.- BOTTOM OF FLOOR SL PART PLAN-FL�OR SLAB � �� T� a ' i � � ' � � V ( a� � ( � , 1 W3 u 0 � H H W Q � H �.L.) Q � 20-DEC-2013 12:38 5:\DPG2\Ttng\Oiv_proJeCtS\ROndOiph31\final plons\41665.4A_50_( swonce 22'-0., �v�vvl i uvl�vr+� i.viva i...i �. IN BOTTOM SLAB & CURTAIN WALL PHASE I PHASE II IN�ET END ELEVATION (�OOKING DOWNSTREAM) 22'-p„ LVIVI�l I UUlIVHL I,VIVJ I. J 1. IN BOTTOM SLAB & CURTAIN WALL PHASE II PHASE I OUT�ET END ELEVATI4N (LOOKING UPSTREAM) ,o°�ZN �`�.•;SI ` SEAL � 21545 F�� ' / � .. PROJECT No. q1665o4A-31 RANDOLPH COUNTY STATION: 13+14000 -�- SHEET 2 OF 7 ii � �AYERS OF 30 LE ROOFING FE�T Tp PREVENT BOND (TYP.) SILL-, N H v N � N � a m v ELEVATION ONE SILL AT INLET AND OUTLET FACE t�00KING DOWNSTREAM) 6" �r � � 1'-0" N� �T 3'-0"CTS. AYERS OF 30 L.B. OFING FELT TO �REVENT BOND (TYP.) ENO OF CULVERT SECTION THROUGH SILL � OOWELS MAY BE PUSHED INTO GREEN CONCRETE AFTER SLAB HAS BEEN FLOAT FINISHED. CULVERT SILL DETAILS " 10'-0" 2"HIGH BEAM BOLSTERS (B.B.) (� 4'-0" CTS. . � . NI `—`CONST. JT. B2 BARS -Bl BARS 3" Q1 WEEP HOLES � AZ BARS A200 BARS � N �'` H Q u U L O � �F N V � @� � N � � u a� m� �� v ,, A400 BARS -' C1 BARS C� 12" CTS. 2" CL 63 BARS , , '-C 8„ � 6" 10'-0" ARS (� 12° CTS. � 6�/q" HIGH CaH.C.U. A300 BARS � A100 BARS " CL. " T Y� 2" CL. � ALL CONTINUOUS HIGH CHAIR UPPER (C.H,C.U.) C� 3'-0"CTS. � 3%q" HIGH CeH.CaU. '-0" 1'-5" MIN. , J SPLICE A500 BARS-� N,v I A600 BARS -' LONGITUDINAL CONST. JT. IN " BOTTOM SLAB AND CURTAIN WALL PHASE I 1'-9" ( MIN ► SPLICE PHASE II RIGHT ANGLE SECTION OF BARREL (LOOKING DOWNSTREAM) THERE ARE 77 "C" BARS IN SECTION OF BARREL. DRAWN BY : S.WANCE _ DATE : 12-13 CHECKEO BY : W.F.PARKER _ DATE : 12-13 OESIGN ENGINEER OF RECORD: S.WANCE _ DATE : 12-13 � zo-oEC-zots iz:ss S:\OPG2\Ttnq\Div_proJects\Randoiph3l\finol plans\41665.4A_SD_CULV31.dgn swonce 8„ � 6" . ;.- -B1 BARS -B2 BARS 2" CL. , � � � � �I o A2 BARS � � o � � ti � AR TYPE O 6" RAD. Ai 1'-10�/Z" A2 1'-10�/�„ � N Q Q NI O ,� ALL BAR DIMENSIONS ARE OUT TO OUT SPLICE LENGTHS CHART BAR SIZE SP�ICE LENGTH A200 tt4 1'-5" A400 tt4 1'-9" B1 tt4 1,-5„ 63 tt4 1,,_5„ C1 tt4 1'-11" BILL OF MATERIAL PHASE I PHASE II BAR N0. SIZE TYPE LENGTH WEIGHT BAR N0. SIZE TYPE LENGTH WEIGHT Ai 105 tt4 1 5'-2" 362 Ai 105 tt4 1 5'-2" 562 A2 201 tt4 1 4'-8" 627 A2 105 �4 1 4'-8" 327 A200 96 tt4 STR 13'-8" 876 A100 116 �4 STR 21'-7" 1672 A300 105 tt4 STR 21'-7" 1514 A400 105 tt4 STR 14'-0" 982 A500 96 �4 STR 9'-5" 604 A600 105 tt4 STR 9'-5" 660 B1 48 tt4 STR 8'-3" 265 B2 105 tt4 STR 6'-4" 444 Bl 48 #4 STR 8'-3" 265 B3 96 #4 STR 8'-3" 529 62 105 #4 STR 6'-4" 444 Ci 60 tt4 STR 24'-11" 999 C1 94 �4 STR 24'-11" 1565 O1 8 tt6 STR 2'-5" 29 G1 8 tt5 STR 21'-8" 181 REINFORGING STEEL CLASS A CONCRETE BARREL Ca� Oe710 CY/FT SILLS TOTAL FOUNDATION COND. MAT'L LBS. 5.113 REINFORCING STEEL CLASS A CONCRETE 34.1 CY BARREL C� 1.277 CY/FT 1.5 CY 35e6 CY TOTAL 42 TONS I FOUNDATION COND. MAT'L LBS. 7.794 61e3 CY 61.3 CY 33 TONS PHASE I STRUC.TURE �UANTITIES PHASE II STRUCTURE QUANTITIES CLASS A CQNCRETE CLASS A CONCRETE BARREL 34.1 C.Y. BARREL 61.3 C.Y. SILLS 1.5 C.Y. WINGS ETCa 12.5 C.Y. WINGS ETC. 12.2 C.Y. TpTAL 73.8 C.Y. TOTAL 47a8 C.Y. REINFORCING STEEL REINFORCING STEEL BARREL & SILLS 5q113 LBS, BARRE� 7,794 LBS. WINGS ETC. 723 �BS. WINGS ETC. 594 �BS. TOTAL 50836 LBS. TOTAL 8,388 LBS. FOUNDATION CONDITIONING MAT'L 42 TONS FOUNDATION CONDITIONING MAT'L 33 TONS CULVERT EXCAVATION LUMP SUM CULVERT EXCAVATION LUMP SUM �o`�ZH e��. _i' SEAL 21545 �N L. ;�.�� 1 '_•nnw ( G � ., � �o / 3 ��-� r PROJECT No. q1665o4A-31 RANDOLPH COUNTY STATION: 13+1qo00 —L— SHEET 3 OF 7 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH DOUB�E 10 FTa X 7 FTa CONCRETE BOX CULVERT 90 ° SKEW REVISIONS �) SHEET N0. BY; OATEs N0. BY: DATEa C' 3 7 � + � : � � � � fn 0 � � � � 3" __. �-tt4 75 �-tt4 74 �-tt4 7� �-tt4 7� 4-tt4 71 PLAN W1 2-tt4 V6 2-tt4 V5 2-tt4 V4 3"—►{ 2-�4 V3 2-tt4 V2 2-tt4 Vi I "V" BARS aC� 1'-0" CTS. � 1" EXP. JT. MATERIAL 2-tt4 H5 H3 H2 '—V6 Hl V5 _ _ _V4_ _ V3 s V2 _ _ _ _ Z N6 N5 N4 N3 N2 N1 2-tt4 N6 2-tt4 N5 2-tt4 N4 3" 2-tt4 N3 2-tt5 N2 2-tt5 Nl �� "N" BARS C� 1'-0" CTS. ELEVAT ION W1 ORAWN BY : S. WANCE _ pATE : 12-13 SPECIAL CHECKED BY : W.F.PARKER _ DATE : 12-13 DESIGN ENGINEER OF RECORD: S.WANCE _ DATE : 12-13 S T A NO ARD DRAWN BY : CCJ _ DATE : 10/99 CHECKEO BY : RWW _ DATE : 3/00 � V1 � — -tt6 S1 OTTOM OF FLOOR SLAB NO FOOTING Q N Z _ v v u tt � i N N �--' = M v _ tt Q � tt � � N � � V � i =-� w @ U a N � � Q a w m�- S V x � � 2" CL. ..v„ BaRs STREA FACE CONST. JT. �I. io�� 2" CL. � "N" BARS FILL FACE J ..Z„ BARS "' Ti J (TYP.) � � TYPICAL WING SECTION 0 : T � \Rondolph3l\final plons\41665.4A BAR TYPES � 6" RAD. ,� I � $„ Z1 Z2 Z3 Z4 Z5 �� o N Q �O P— O� i � i i i '�' o� i�- �o �n 'v � 4'-g„ 4'-2„ 3'-8" 3'-2„ 2'-7„ � 6" 6" 6" 6" 6" HK. ALL BAR OIMENSIONS ARE OUT TO OUT, SEA� 21545 ,,,�'' �� n i "�,,�'� �� u,�<3 l�-� BILL OF MATERIAL FOR 1 OUTLET WING 2 REQUIRED BAR N0. SIZE TYPE LENGTH WEIGHT H1 6 tt4 STR 9'-4" 37 H2 2 �4 STR 6'-3" 8 H3 2 tt4 STR 2'-11" 4 H4 12 tt4 1 3'-3" 26 H5 2 tt4 STR 10'-3" 14 N1 2 tt5 2 9'-8" 20 N2 2 tt5 2 8'-10" 18 N3 2 tt4 2 8'-0" 11 N4 2 tt4 2 7'-1„ 9 N5 2 tt4 2 6'-3" 8 N6 2 tt4 2 5'-4" 7 S1 3 tt6 STR 6'-6" 29 T1 3 tt5 STR 11'-3" 35 V1 2 tt4 STR 7'-8" 10 V2 2 "4 STR 6'-10" 9 V3 2 tt4 STR 6'-0" 8 V4 2 �4 STR 5'-1" 7 V5 2 tt4 STR 4'-2" 5 V6 2 tt4 STR 3'-4" 4 Zl 4 �4 3 5'-2" 14 Z2 2 tt4 3 4'-8" 6 Z3 2 tt4 3 4'-2" 6 Z4 2 tt4 3 3'-8" 5 Z5 2 �4 3 3'-1" 4 TOTAL REINFORCING STEEL FOR 1 WING 304 LBSe PHASE I 4UTLET WING QUANTITIES REINFORCING STEE� FOR 1 WING 304 LBS. CLASS A CONCRETE i WING 4.5 CY i PARTIAL END p.7 CY CURTAIN WALL• TOTAL 5a2 CY PHASE II OUTLET WING QUANTITIES REINFORCING STEEL FOR 1 WING 304 LBS. CLASS A CONCRETE 1 WING 4.5 CY 1 PARTIAL END CURTAIN WALL 0.6 CY 1 HEADWAL� 1.5 CY TOTAL 6.6 CY PROJECT No. q1665o4A-31 RANDOLPH COUNTY STATION: 13+1qe00 —L— STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH OUTLET WINGS FoR CONCRETE BOX CULVERT H = 7'-0" SLOPE = 20l 90° SKEW REV�SIONS SHEET N0. ). BY: pATE: N0. BYs DATEi ( C-4 7 �_ ■ � ASSEMB�ED BY : S. WANCE CHECKED BY : We F. PARKER DESIGN ENGINEER OF RECORD : S. WANCE ORAWN BY : CCJ 11/99 CHECKED BY : RWW 03/00 3" 2-tt4 Zl 3-tt4 Z2 4-tt4 Z3 4-#4 Z4 4-tt4 Z5 "Z" BARS C� 1'-0" CTS. TOP OF FOOTING tt5 Ti� � � � N � / � 00 Z5 � Z3 3" �N ci �" r� PLAN W2 Z2 =XP. JT. ,TERIAL / 2-tt4 V1 3-tt4 V2 4-tt4 V3 4-tt4 V4 4-tt4 V5 "V" BARS C� 1'-0" CTS. 2-tt4 H5 � 1" EXPe JT. MATERIAL —►{ � H3 H2 .�- �'8-, Z1 � � •� . �� ♦ i 4-tt6 S1� � I� 6-. '-6" I � y' V5 V4 V3 V2 ° CONST. =-� JT. ----- ------ --- H1 — — N5 N4 N3 N2 �� ----------------------------- 3" 2-tt5 Nl 3-tt5 N2 4-#4 N3 4-tt4 N4 4-tt4 N5 "N" BARS C� 1'-0" CTS. oaTE : 12/13 DATE : 12/13 DATE : 12/13 ELEVATION W2 Vl N1 .� �, H4 (TYP.) .� .� � . "� / � � BOTTOM OF FLOOR S�AB & FOOTING 10" 2° CL. —.� 2" C�e li I _ _ � „�„ gARS � � tt � STREAM u � � ' `� FACE N � @ "" M _ = N v � Q Q ", tt m � N 2 " CONST. JT. � v u � � N J v M 8 �� "N" BARS FILL FACE J U O "Z" BARS M � "T" BARS (TYP.) TYPICAL WING SECTION � O ��. . 6" RAD, I/ , : Z1 Z2 Z3 Z4 Z5 z� z� z� z� z � \ \ \ \ � v v Q v , � � � � �, i� �o �n v 5'-6" 5'-0" q'-2„ 3'-5" 2'-7„ � 6" 6" 6" 6" 6" HK. A�L BAR DIMENSIONS ARE OUT TO OUT. �uciL�. � R s 215� P = y��s�� C``` � . ,�lF�Jiiv �1�� !��'�02 / ya� 3 r 20-DEC-2013 12:38 S:\DPG2\Ting\Div_proJects\Randolph3l\finoi plans\41665.4A_SD. swonce BILL OF MATERIAL FOR PHASE I INLET WING 1 REQUIRED BAR N0. SIZE TYPE LENGTH WEIGHT H1 6 tt4 STR 13'-10" 55 H2 2 tt4 STR 10'-4" 14 H3 2 tt4 STR 4'-3" 6 H4 12 tt4 1 3'-3" 26 H5 2 �4 STR 14'-3" 19 Nl 2 tt5 2 9'-5" 20 N2 3 tt5 2 8'-10" 28 N3 4 tt4 2 7'-10" 21 N4 4 tt4 2 6'-10" 18 ' N5 4 tt4 2 5'-10" 16 ' S1 4 tt6 STR 6'-0" 36 , T1 3 tt5 STR 15'-9" 49 ' V1 2 �4 STR 7'-5" 10 V2 3 tt4 STR 6'-9" 14 V3 4 tt4 STR 5'-9" 15 V4 4 tt4 STR 4'-9" 13 V5 4 #4 STR 3'-9" 10 Zi 2 tt4 3 6'-0" 8 Z2 3 #4 3 5'-6" 11 Z3 4 tt4 3 4'-8" 12 Z4 4 tt4 3 3'-11" 10 Z5 4 �4 3 3'-1" 8 TOTAL REINFORCING STEE� 419 LBS FOR 1 WING CLASS A CONCRETE 1 WING 6.3 CY i PARTIAL END CURTAIN WALL 0.7 CY TOTAL 7.0 CY PROJECT No. q1665a4A-31 RANDO�PH CouNTY STATION: 13+1qo00 -�- SHEET 5 OF 7 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH PHASE I INLET WING FOR C�NCRETE B�X CULVERT H = 7'-0" SLOPE = 2a1 90 ° SKEW REVISIONS SHEET N0. 0. BY: DATE: N0. BY: DATE: C-rJ � � TOTAL SHEETS % L� 7 + + 3-tt6 S BOTTOM OF FLOOR SLA' AND FOOTIN 4-tt4 71 �-tt4 7� �-#4 7� 7-tt4 74 �-#4 7F �„ M _ v � tt = � N Q' tt N � = N v ~ x Q. � _ N = u� Q N � � v PLAN W3 2-tt4 V1 2-tt4 V2 2-tt4 V3 2-tt4 V4 2-�4 V5 2-�4 V6 "V" BARS (a� 1'-0" CTS. �_ � 1" EXP. JT. MATERIAL H4 H3 H2 � 2-tt4 H6 I I H1 V6 —` Vi _ _ _ _ V2 _ V3 _ V4_ _ V5 N1 � N2 N3 N4 N5 N6 S �--------------------------- 2-tt5 N1 2-tt5 N2 2-�4 N3 2-#4 N4 2-tt4 N5 2-tt4 N6 "N" BARS C� 1'-0" CTS. ELEVATION W3 ORAWN BY : 5. WANCE _ OATE : 12/13 SPECIAL CHECKEO BY : W.F.PARKER _ pp7E ; 12/13 OESIGN ENGINEER OF RECORD: S.WA.NCE _ DATE : 12/13 S T AN D A RD DRAWN BY : CGJ _ DATE : IO/99 CHECKED BY : RWW _ DATE : 3/00 3" 3" � 0 .� i V' M 0 � = � , � vi H U � � w @ U Q N �` � Q a ,.,� m-- v u � N 2" CL. "V" BARS STREA FACE CONST. JT. � • W 0" 2" CL. � "N" BARS FILL FACE J v "Z" BARS '�' Tl (TYP.) J U rn TYPICAL WING SECTION c S:\DPG2\ C C s\Rondolph3l\fiinal p BAR TYPES $„ Z1 Z2 Z3 Z4 Z5 ��i z� z� z� z� z� z � � � � � � o� � O � m v i '�' i i i i r- �p ia � 'v ih q'-5„ q'-p„ 3'-6" 3'-1" 2'-7„ 6" 6" 6" 6" 6" O_./ HK. 3 ALL BAR DIMENSIONS ARE OUT TO OUT. SEAL 2i545 ��, c,� 1, /�/3 �-r � BILL OF MATERIAL FOR PHASE II INLET WING 1 REQUIRED BAR NOe SIZE TYPE LENGTH WEIGHT Hl 4 tt4 STR 9'-4" 50 H2 2 tt4 STR 8'-6" il H3 2 tt4 STR 5'-1" 7 H4 2 tt4 STR 1'-9" 2 H5 12 tt4 1 3'-3" 26 H6 2 tt4 STR 10'-3" 14 Nl N2 N3 N4 N5 N6 � � � 0 0 � #5 tt5 ttq ttq ttq ttq � � � 0 � 0 9'-2„ 8'-q„ 7'-6„ 6'-7„ 5'-g„ 4'-10„ S1 3 #6 STR 6'-0" T1 3 tt5 STR 11'-3" V1 V2 V3 V4 V5 V6 Zi Z2 Z3 Z4 Z5 2 2 2 2 2 2 � 0 0 � 0 � � � .%r .%r �� ir � � � m STR STR STR STR STR STR 3 3 3 3 3 7'-2„ 6'-4„ 5'-6" 4'-7„ 3'-g„ 2'-10" 4'-11" 4'-6„ q'-p„ 3'-7„ 3'-1" � m � 0 0 0 27 35 � � 0 0 0 0 � 0 � 0 n TOTAL REINFORCING STEEL 290 LBS. FOR 1 WING CLASS A CONCRETE 1 WING 4.3 CY 1 PARTIAL END CURTAIN WALL 0.6 CY 1 HEAOWA�L 1.0 CY TOTAL 5.9 CY PROJECT No. q1665oqA-31 RANDOLPH COUNTY STATION: 13+1qo00 —L— STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH PHASE II IN�ET WING FOR C�NCRETE BOX CULVERT H = 7'-0" SLOPE = 201 90 ° SKEW REVISIONS SHEET N0. ). BYs DATE: N0. BY� DATE: I C-6 7 � + LOAD AND RESISTANCE FACTQR RATING tLRFR) SUMMARY FOR REINF4RCED CONCRETE B�X CULVERTS �� STRENGTH I LIMIT STATE MOMENT 1 SHEAR ON � � � � � � � W O � O O � O m C� c.� F- � �- � t,.. .� � � � .� � Z Z C.� X � U ti. O U t.i p � � H H a o� a `} a � z J F- ti � Q I.L W p L� W p t� JQ � pN F- UZF- � UZt- �' .J E- O� =C.� ii J� (.7 O Z ZWZ C� O Z ZWZ Z J t, SN � �Z i O Z Z W a W Z Z W a W w w H C7 Z F- 0 t--� H In W f- �'"'� � W �-' F- r1 F"{ � w F"' I- � � �j 'L H� ZQ ZF-� Z �iU f- X WQ. tnlLW F- X W� lnl.iW � (y� t,�J W� O O F"{ Q� O H Q Q CJ J�" F"� W J a O J�" H W.__I O J :> �.r U_I ��._. 1- JL� � m WH OJW � �] WH OJW U HL-93 (INVENTQF2Y) N/A lO 1.07 -- 1.75 1.07 1 TOP SLAB 4e53 1.13 1 BOTTOM SLAB 9.73 OESIGN HL-93 (Of'ERATING) N/A 1.39 -- 1.35 1.39 1 TOP SLAB 4.53 1.46 1 BOTTOM SLAB 9.73 LOAD RATING HS-20 (INVENTOI�Y) 36.000 O2 1.13 40.52 1.75 1.17 1 BOTTOM S�AB 9.87 1.13 1 BOTTOM SLAB 9.73 HS-20 (OPERATING) 36.000 1e46 52.52 1.35 1.51 1 BOTTOM S�AB 9.87 1.46 1 BOTTOM SLAB 9.73 SNSH 13.500 2.15 29.08 1.40 2.15 1 TOP SLAB 4,53 2.46 1 TOP S�AB 9.64 SNGARBS2 20.000 2.02 40.34 1.40 2.02 1 TOP SLAB 4,53 2.25 1 BOTTOM SLAB 9e73 w � SNAGRIS?_ 22.000 2.05 45.08 1.40 2.13 1 BOTTOM SLAB 9,87 2.05 1 BOTTOM SLAB 9.73 H w.-. SNCOTTS'3 2i.250 1.35 36.68 1.40 1.35 1 TOP SLAB 4.53 1.44 1 TOP SLAB 9.64 » wN SNAGGRS� 34.925 1.30 45.33 1e40 1.32 1 BOTTOM SLAB 9.87 1.30 1 BOTTOM SLAB 9.73 J � H SNS5A 35.550 ie43 50.92 1e40 1.43 1 BOTTOM SLAB 9<87 1.44 1 BOTTOM SLAB 9.73 N SNS6A 39.950 1e29 51.56 1.40 1.39 1 BOTTOM SLAB 9.87 1.29 1 BOTTOM SLAB 9.73 LEGAL SNS7B 42<000 1,29 54.36 1.40 1.38 1 BOTTOM SLAB 9.87 1.29 1 BOTTOM S�AB 9.73 LOAD RATING w TNAGRIT3 33.000 1.43 47.22 1.40 1.54 1 BOTTOM SLAB 9.87 1.43 1 BOTTOM SLAB 9.73 J a TNT4A 33.075 1.60 53.02 1.40 1.60 1 TOP SLAB 4e53 1.66 1 BOTTOM SLAB 9.73 � ,_, TNT6A 41.600 1.42 59.19 1.40 1.42 1 BOTTOM SLAB 9.87 1,43 1 BOTTOM SLAB 9.73 v�= TNT7A 42.000 1.42 59.58 1,40 1.55 1 BOTTOM SLAB 9.87 1.42 1 BOTTOM SLAB 9.73 N � H �� TNT7B 42.000 1.51 63.47 1.40 1.51 1 BOTTOM SLAB 9.87 1.53 1 BOTTOM SLAB 9e73 c� � TNAGRIT� 43.000 1.39 59.64 1e40 1a41 1 BOTTOM SLAB 9.87 1.39 1 BpTTOM SLAB 9.73 Y TNAGT5A 45.000 1.18 52.95 1.40 1.23 1 BOTTOM SLAB 9.87 1.18 1 BOTTOM SLAB 9.73 v � TNAGTSB 45.000 �3 1.08 48.67 1.40 1.15 1 BOTTOM SLAB 9.87 1.08 1 �OTTOM S�AB 9.73 ASSEMBLED BY : CHECKED BY : �RAWN BY : WMC CHECKED BY : GM WANCE OATE : 12/13 F. PARKER oaTE : 12/13 7�� REV.10/I/II MAAi 7/II 0 � 10'-0" (TYP.) O 0 O BOX 1 (:��}.�� LRFR SUMMARY tL00KING DOWNSTREAM) 20-DEC-20t3 12:38 S:\OPG2\Ting\Otv_proJects\ROndolph3l�fiinol plons\41665.4A_SD_CULV31.dgn swance L4A0 FACTORSo DESIGN LOAO RATING FACTORS LOAD TYPE MAX MIN FAGTOR FACTOR OC 1.25 0.90 DW 1e50 0.65 EV 1e30 0.90 EH 1e35 0.90 ES 1.35 Oa90 LS 1.75 -- Wia 1.00 NOTEo RATING FACTORS ARE BASED ON THE STRENGTH I LIMIT STATEe COMMENTSa i. 2. 3e � �H C SEAL 21545 V �L�,�O° m�� `�20,� 1� O CONTROLLING LOAD RATING O1 DESIGN LOAO RATING (HL-93) O2 DESIGN LOAD RATING (HS-20) �3 LEGA� LOAD RATING � � �� SEE CIiART FOR VEHICLE TYPE PROJECT No. q1665o4A-31 RANDOLPH CouNTY STATIONs T 7 OF 7 14+13000 -�- STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH STANDARD LRFR SUMMARY FOR REINFORCED CONCRETE BOX CULVERTS (NON-INTERSTATE TRAFFIC) REVISIONS BY: DATE:• N0. BYs NJ 4 STDa � OATEs a LRFRS SHEET N0. �-7 7 e (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