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Home My WebLink About20141049 Ver 1_Application_20141003 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY September 30, 2014 Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 Attention: Ms. Sarah Hair (Liz), Project Manager Subject: Project: 17BP.8.R.79 Bridge 84 Over Muddy Creek Along SR 1603 School Road Application for Section 404 Nationwide Permit 14, Buffer Authorization and 401-Water Quality Certification #3886 Dear Ms. Hair: The North Carolina Department of Transportation (NCDOT) is scheduled to replace Bridge No. 84 on School Road over Muddy Creek in Randolph County, NC. The bridge is structurally deficient and will be replaced with an aluminum arch culvert at the same location. An off-site detour is proposed. The associated culvert installation activities will cause permanent impacts to Prong Creek. Prong Creek is listed by the North Carolina Division of Water Resources (DWR) as Class ‘WS-IV’ waters. The project was evaluated by NCDOT for the presence of federally listed Threatened and Endangered Species for Chatham County, NC as well as State Listed Historic Properties. Upon completion of the assessment, NCDOT concluded that there will be ‘no effect’ to federally listed species and no historic properties are located within the project study area. Normal flow width, depth and velocity will be maintained throughout the culvert. Sediment transport will also be maintained during bankfull discharge to provide a stable stream. Bank stabilization will be required at the inlet / outlet side resulting in bank stabilization impacts. Standard matting for erosion control and temporary mulching and seeding will be utilized to stabilize the entire construction area. The culvert installation will occur in a dry work area. An impervious dike (stone and fabric, sheet piles or Jersey barriers) will be utilized to isolate the work area and a pump will discharge water to a stilling basin or silt bag for sediment control. Mitigation for the unavoidable stream impacts due to the culvert installation and footprint activities are proposed at a ratio of 2:1 for a total of 166 LF. There will be buffer impacts in Zone 1 and Zone 2 to provide adequate roadway drainage due to a constrained project area. A total of 9,449 square feet of buffer mitigation is proposed for the 3,820 square feet of buffer impact (See PCN). A preliminary acceptance letter from the North Carolina Ecosystem Enhancement Program (NCEEP) is attached. Sincerely, Art King Division Environmental Officer o��F WATg9OG � � > O � Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PC Form A. A licant Information 1. Processing 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 � No 1 d. 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: No. ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: 176P.8.R.79 Bridge 84 Over Muddy Creek Along SR 1603 School Road 2b. County: Randolph 2c. Nearest municipality / town: Archdale 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state 17BP.8.R.79 praject no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if Robert W Stone II, PE applicable): 902 Sandhills Blvd. 3d. Street address: p0 Box 1067 3e. City, state, zip: Aberdeen, NC 28315 3f. Telephone na.: 910-944-2344 3g. Fax no.: 910-944-5623 3h. Email address: robstone@ncdot.gov Page 1 of 10 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: � Agent ❑ Other, specify: 4b. Name: Art C. King 4c. Business name NCDOT Hi hwa Division 8 rf �.,..r,.�tiie� 9 Y 4d. Street address: 902 North Sandhills Blvd. 4e. City, state, zip: Aberdeen NC 28315 4f. Telephone no.: 910-944-2344 4g. Fax no.: 910-944-5623 4h. Email address: acking@ncdot.gov 5. AgenUConsultant Information (if applicable) Sa. Name: 5b. Business name 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): NA 1b. Site coordinates (in decimal degrees): Latitude: 35.899549° Longitude: -79.970819° (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: NA 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Muddy Creek 17-9-(1) proposed project: 2b. Water Quality Classification of nearest receiving water: WS-IV 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The site consists of a structurally deficient bridge along a two lane section of state road. Land use in the vicinity of the project is primarily residential with light commercial / industrial/ institutional land use nearby. 3b. List the total estimated acreage of all existing wetlands on the property: No wetlands on site. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Muddy Creek bisects the project alignment. 3d. Explain the purpose of the proposed project: The purpose of the project is to replace Bridge 84 which is considered structurally deficient with a box culvert. 3e. Describe the overall project in detail, including the type of equipment to be used: The existing bridge will be replaced with (1) 34'-9" X 8'-9" CAABC Structure w/ 2'-0" sill and 1'-0' notched baffles containing headwall and endwall. Traffic will be detoured off-site during construction. Standard road building equipment such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown Comments: Field visit by NCDOT and USACE determined that no wetlands are present on-site. 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � yes � No ❑ Unknown this project (including all prior phases) in the past? Sb. 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. rage S or iu PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries � Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type 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 ❑ Yes ❑ Corps ❑ No ❑ DWQ WZ � 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 ❑ Carps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 � P❑ T 'Alumnium Arch Muddy Creek � PER � Corps 6-8 83 Culvert ❑ INT ❑ DWQ S2 � P❑ T Bank Stabilization Muddy Creek � PER � Corps 6$ �� ❑ INT ❑ DWQ S3 ❑ P� T Dewatering (dikes Muddy Creek � PER ❑ Corps 6-8 133 and pump around) ❑ 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 "160(P) 133(T) 3i. Comments:'Culvert Size: (1) 34'-9" X 8'-9° CAABC Structure w/ 2'-0" sill and 1'-0' notched baffles containing headwall and endwall. *' NCDOT proposes mitigation for the permanent 83' RCBC impact only. Page 4 of 10 PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable) Type of impact Waterbody type Area of impact (acres) — Permanent (P) or Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4£ 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 of (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 Sf. Total 5g. Comments Sh. Is a dam high hazard permit required? ❑ Yes ❑ Na If yes, permit ID no: 5i. Expected pond surface area (acres): Sj. Size of pond watershed (acres): 5k. Method of construction: Page 5 of 10 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico � Other: Jordan lake Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for Buffer Zone 1 impact Zone 2 impact Permanent (P) impact Stream name mitigation (square feet) (square feet) or Temporary required? T 81 � P❑ T Replacement Muddy Creek � Nos 2,479 BZ � P� T Re Batlement Muddy Creek � Yes 1,341 p ❑ No 63 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 2,479 1,341 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The same crossing location will be used. Sill and notched baffles provide substrate for aquatic passage. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. An off-site detour will be utilized to serve local traffic. Impacts to the stream will be minimized by dewatering the construction area following the removal of the existing bridge. Dewatering will be accomplished through the installation of impervious dikes upstream and downstream of the proposed structure. Flooding from storms will be pumped out through silt bags and discharged into the nearest sediment basin. Silt fencing will limit sediment intrusion. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, midgation is required by (check all that apply): ❑ DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: NA 3b. Credits Purchased (attach receipt and letter) Type Quantity Page 6 of 10 PCN Form — Version 1.3 December 10, 2008 Version 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. � Yes 4b. Stream mitigation requested: 83 linearfeet 4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): 9,449 square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires � Yes ❑ No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 Bridge Replacement 2,479 3(2 for Catawba) 7,437 Zone 2 Bridge Replacement 1,341 1.5 2,012 6f. Total buffer mitigation required: 9,449 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 PCN Form — Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: � Yes ❑ No 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? NA 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: The project will be completed in accordance with the NCDOT BMP manual to the maximum e�ctent practicable. Construction stormwater management will comply with NCS 000250. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? � DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: NPDES 4b. Has the approved Stormwater Management Plan with proof of approval been attached? � Yes ❑ No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes � No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: A Minimum Criteria Rule Compliance/MC Checklist was prepared by the NCDOT. 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 26 .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes° to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � yes � No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect of cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. NA Page 9 of 10 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? ❑ Yes � No 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes impacts? ❑ No � Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? A review of GIS NC Natural Heritage Program (NHP) elemental occurrence data obtained from NC One Map, updated January 2014, was conducted. It was found that there are no NHP elemental occurrences of Federally Endangered Species within 2 miles of Bridge 84. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NOAA Essential Fish Habitat Mapper v3.0 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? An Archaeology - No Survey Required Form was completed by NCDOT Cultural Resources Specialist. A Historic- No Survey Required Form was completed by NCDOT Cultural Resources Specialist. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics coordination with FEMA. 8c. What source(s) did you use to make the floodplain determination? FEMA Maps �f--.L7' � /��- C/ _ " �_ � lc�-j -/� Applican Ftgent Printed�me � Date � ApplicanUAgen' Signa re (AgenYs signature is valid only if an authori ion letterfrom the applicant is provided.) Page 10 of 10 PCN Form — Version 1.3 December 10, 2008 Version I \\ I I co 0 m U (1' 0 n LD See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventional symbol, See Sheet 1-C For Survey Control Sheet VICINITY MAP OFF -SITE DETOUR ROUTE STATE OF NO TH CA I'; O LINA DIVISION OF HIGHWAYS RA\ 'DH \TY LOCATION:BRIDGE NO, 84 ON SR .1603 (SCHOOL ROAD) OVER MUDDY CREEK TYPE OF WORK:GRADING, PAVING, DRAINAGE & STRUCTURE STRHA TO TRINITY v A\D B FFHR I v ..� N.C.NO 17BP.8.R.79 1MIN MIND ..�.•. 17BP.S.R.79 PE 176P.S.R.79 R/W & UTIL DA:TS -L- J SR 1603 SCHOOL ROAD BEGIN PROJECT I7BP.8.R.79 -L- STAII.55.00 V 4 END PROJECT I7BP$.R.79 -L- STAI4.85A0 TO ARCHDALE PRELIMINARY PLANS DO nal' UDR POR CONSTRUCTION GRAPHIC SCALES 10 5 0 10 20 J DESIGN DATA ADT = ADT = DHV = ./, D = % T = % • V = MPH • TTST = DUAL FUNC CLASS = TI PROJECT LENGTH LENGTH OF ROADWAY PROJECT 17BP.8.R.79 = 0.057 LENGTH OF STRUCTURE PROJECT 17BP.8.R.79 = 0.006 TOTAL LENGTH OF PROJECT 17BP.8.R.79 - 0.063 MI R Prepared in the Office of: SEPI FIA N z,� ak Ta4 ,�. ..o' ..a'.o, p"....°- 141M I "` FOR THE NORTH CAROLINA DEPT. OF TRANSPORATION HYDRAULICS ENGINEER P.E. 11, t "" O f T"" e s C y ■ I I I i Mk STANDARD SPECIFICATIO S STEVE SCOTT. PE PLANS 0 RIGHT OF WAY DATE MARCH. 2014 PROJECT ENGINEER AGNIESZKA NAU. PE SIGNAl UNL: ROADWAY DESIGN ENGINEER P.E. 1 11 PROFILE (HORIZONTAL 0 LETTING DATE: SEPTEMBER 23.. PROJECT DESIGN ENGINEER WELCH. PE TITCMOOT `1 �� 014 CONTACT R L (V- AU SIGNATURE, MUDDY CREEK 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T EXISTING R/W EXISTING R/W S 6334’02 " E V A R IA B L E 0403 0404 18 " 0401 0405 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. 217BP.8.R.79 S S IMPACTS PERM. 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D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 1 3 + 0 9 T O 1 3 + 2 1 - L - 1 @ 3 4 ' - 9 ' X 8 ' - 9 ' CA A B C <0 . 1 8 3 . 3 Wi t h 2 ' s i l l a n d 1 ' no t c h e d b a f f l e s 2 1 3 + 0 0 T O 1 3 + 3 8 - L - B a n k S t a b i l i z a t i o n <0 . 1 7 6 . 5 3 1 3 + 0 0 T O 1 3 + 3 0 - L - D r y w o r k a r e a & < 0 . 1 1 3 3 . 4 Pu m p a r o u n d TO T A L S : 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 < 0 . 1 < 0 . 1 1 5 9 . 8 1 3 3 . 4 0 . 0 Si t e # 1 i m p a c t s i n c l u d e 3 3 f t o f b a n k s t a b i l i z a t i o n b e l o w t h e o r d i n a r y h i g h w a t e r m a r k AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 7/1/2014 W E T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S NC D E P A R T M E N T O F T R A N S P O R T A T I O N DI V I S I O N O F H I G H W A Y S RANDOLPH COUNTY BR G . 8 4 O V E R M U D D Y C R E E K AL O N G S R 1 6 0 3 S C H O O L R O A D ) 773 7 7 4 775 7 7 5 7 7 5 7 7 5 776 7 7 6 7 7 6 7 7 7 777 7 7 8 778 778 778 779 7 7 9 779 7 8 0 780 7 8 0 7 8 0 780 780 780 7 8 0 780 781 781 7 8 1 7 8 1 781 7 8 1 781 781 782 7 8 2 7 8 2 782 782 782 782 783 783 7 8 3 783 783 783 784 784 784 7 8 4 784 7 8 5 7 8 5 7 8 7 788 18" RCP 15" RCP 15" RCP END NOT FOUND 18 " RETAIN R E V IS I O N S R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. N C G RI D N A D 83 N A 2011 1 PHOENIX PM, LLC 417BP.8.R.79 0’20’20’ 8 / 1 7 / 9 9 $ $ $ $ U S E R N A M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ BUFFER 1 DENOTES IMPACTS TO BUFFER 2 DENOTES IMPACTS TO F C C C C C F W// eLA.,F F,p 2p4F DENOTES ALLOWABLE IMPACTS TO BUFFER 1 roA °F cKS 9q END N FOUND AP NON JP" Valk _ . . . A - �% Nipr 1INS! �._ IZZ-a ' i lop DENOTES ALLOWABLE IMPACTS TO BUFFER 2 20' PROJECT REFERENCE NO. SHEET NO. I7B13.8.R.79 4 R/W SHEET NO. 0' CF P R 20' Si t e S t a t i o n S t r u c t u r e R O A D P A R A L L E L Z O N E 1 Z O N E 2 T O T A L Z O N E 1 Z O N E 2 T O T A L Z O N E 1 Z O N E 2 No . ( F r o m / T o ) S i z e / T y p e C R O S S I N G B R I D G E I M P A C T ( f t 2 ) ( f t 2 ) ( f t 2 ) ( f t 2 ) ( f t 2 ) ( f t 2 ) ( f t 2 ) ( f t 2 ) 1 - L - 1 2 + 4 2 t o 1 2 + 7 4 X 6 3 0 . 6 5 2 - L - 1 2 + 7 5 t o 1 3 + 1 8 X 1 1 1 8 . 6 7 3 - L - 1 3 + 2 1 t o 1 3 + 6 4 X 1 3 6 0 . 1 0 4 - L - 1 3 + 6 5 t o 1 3 + 8 4 X 7 1 0 . 1 2 TO T A L S : 24 7 8 . 8 1 3 4 0 . 8 AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 6 / 3 0 / 2 0 1 4 B U F F E R I M P A C T S S U M M A R Y NC D E P A R T M E N T O F T R A N S P O R T A T I O N TY P E A L L O W A B L E M I T I G A B L E BUFFER REPLACEMENT DI V I S I O N O F H I G H W A Y S RA N D O L P H C O U N T Y BR G . 8 4 O V E R M U D D Y C R E E K AL O N G S R 1 6 0 3 S C H O O L R O A D ) I M P A C T I \\ I I co 0 m U (1' 0 n LD See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventional symbol, See Sheet 1-C For Survey Control Sheet VICINITY MAP OFF -SITE DETOUR ROUTE STATE OF NO TH CA I'; O LINA DIVISION OF HIGHWAYS RA\ 'DH \TY LOCATION:BRIDGE NO, 84 ON SR .1603 (SCHOOL ROAD) OVER MUDDY CREEK TYPE OF WORK:GRADING, PAVING, DRAINAGE & STRUCTURE STRHA TO TRINITY v A\D B FFHR I v ..� N.C.NO 17BP.8.R.79 1MIN MIND ..�.•. 17BP.S.R.79 PE 176P.S.R.79 R/W & UTIL DA:TS -L- J SR 1603 SCHOOL ROAD BEGIN PROJECT I7BP.8.R.79 -L- STAII.55.00 V 4 END PROJECT I7BP$.R.79 -L- STAI4.85A0 TO ARCHDALE PRELIMINARY PLANS DO nal' UDR POR CONSTRUCTION GRAPHIC SCALES 10 5 0 10 20 J DESIGN DATA ADT = ADT = DHV = ./, D = % T = % • V = MPH • TTST = DUAL FUNC CLASS = TI PROJECT LENGTH LENGTH OF ROADWAY PROJECT 17BP.8.R.79 = 0.057 LENGTH OF STRUCTURE PROJECT 17BP.8.R.79 = 0.006 TOTAL LENGTH OF PROJECT 17BP.8.R.79 - 0.063 MI R Prepared in the Office of: SEPI FIA N z,� ak Ta4 ,�. ..o' ..a'.o, p"....°- 141M I "` FOR THE NORTH CAROLINA DEPT. OF TRANSPORATION HYDRAULICS ENGINEER P.E. 11, t "" O f T"" e s C y ■ I I I i Mk STANDARD SPECIFICATIO S STEVE SCOTT. PE PLANS 0 RIGHT OF WAY DATE MARCH. 2014 PROJECT ENGINEER AGNIESZKA NAU. PE SIGNAl UNL: ROADWAY DESIGN ENGINEER P.E. 1 11 PROFILE (HORIZONTAL 0 LETTING DATE: SEPTEMBER 23.. PROJECT DESIGN ENGINEER WELCH. PE TITCMOOT `1 �� 014 CONTACT R L (V- AU SIGNATURE, MUDDY CREEK 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T EXISTING R/W EXISTING R/W S 6334’02 " E V A R IA B L E 0403 0404 18 " 0401 0405 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. 217BP.8.R.79 S S IMPACTS PERM. STREAM F C C C C C F C C C C F C C C C FLAG END NOT FOUND 773 7 7 4 775 7 7 5 7 7 5 7 7 5 776 7 7 6 7 7 6 7 7 7 777 7 7 8 778 778 778 779 7 7 9 779 7 8 0 780 7 8 0 7 8 0 780 780 780 7 8 0 780 781 781 7 8 1 7 8 1 781 7 8 1 781 781 782 7 8 2 7 8 2 782 782 782 782 783 783 7 8 3 783 783 783 784 784 784 7 8 4 784 7 8 5 7 8 5 7 8 7 788 18 " RETAIN R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. N C G RI D N A D 83 N A 2011 License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & 1 PHOENIX PM, LLC 317BP.8.R.79 0’20’20’ S S SURFACE WATER DENOTES IMPACTS IN 8 / 1 7 / 9 9 $ $ $ $ U S E R N A M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ F C C C C C F Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 1 3 + 0 9 T O 1 3 + 2 1 - L - 1 @ 3 4 ' - 9 ' X 8 ' - 9 ' CA A B C <0 . 1 8 3 . 3 Wi t h 2 ' s i l l a n d 1 ' no t c h e d b a f f l e s 2 1 3 + 0 0 T O 1 3 + 3 8 - L - B a n k S t a b i l i z a t i o n <0 . 1 7 6 . 5 3 1 3 + 0 0 T O 1 3 + 3 0 - L - D r y w o r k a r e a & < 0 . 1 1 3 3 . 4 Pu m p a r o u n d TO T A L S : 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 < 0 . 1 < 0 . 1 1 5 9 . 8 1 3 3 . 4 0 . 0 Si t e # 1 i m p a c t s i n c l u d e 3 3 f t o f b a n k s t a b i l i z a t i o n b e l o w t h e o r d i n a r y h i g h w a t e r m a r k AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 7/1/2014 W E T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S NC D E P A R T M E N T O F T R A N S P O R T A T I O N DI V I S I O N O F H I G H W A Y S RANDOLPH COUNTY BR G . 8 4 O V E R M U D D Y C R E E K AL O N G S R 1 6 0 3 S C H O O L R O A D ) 773 7 7 4 775 7 7 5 7 7 5 7 7 5 776 7 7 6 7 7 6 7 7 7 777 7 7 8 778 778 778 779 7 7 9 779 7 8 0 780 7 8 0 7 8 0 780 780 780 7 8 0 780 781 781 7 8 1 7 8 1 781 7 8 1 781 781 782 7 8 2 7 8 2 782 782 782 782 783 783 7 8 3 783 783 783 784 784 784 7 8 4 784 7 8 5 7 8 5 7 8 7 788 18" RCP 15" RCP 15" RCP END NOT FOUND 18 " RETAIN R E V IS I O N S R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. N C G RI D N A D 83 N A 2011 1 PHOENIX PM, LLC 417BP.8.R.79 0’20’20’ 8 / 1 7 / 9 9 $ $ $ $ U S E R N A M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ BUFFER 1 DENOTES IMPACTS TO BUFFER 2 DENOTES IMPACTS TO F C C C C C F W// eLA.,F F,p 2p4F DENOTES ALLOWABLE IMPACTS TO BUFFER 1 roA °F cKS 9q END N FOUND AP NON JP" Valk _ . . . A - �% Nipr 1INS! �._ IZZ-a ' i lop DENOTES ALLOWABLE IMPACTS TO BUFFER 2 20' PROJECT REFERENCE NO. SHEET NO. I7B13.8.R.79 4 R/W SHEET NO. 0' CF P R 20' Si t e S t a t i o n S t r u c t u r e R O A D P A R A L L E L Z O N E 1 Z O N E 2 T O T A L Z O N E 1 Z O N E 2 T O T A L Z O N E 1 Z O N E 2 No . ( F r o m / T o ) S i z e / T y p e C R O S S I N G B R I D G E I M P A C T ( f t 2 ) ( f t 2 ) ( f t 2 ) ( f t 2 ) ( f t 2 ) ( f t 2 ) ( f t 2 ) ( f t 2 ) 1 - L - 1 2 + 4 2 t o 1 2 + 7 4 X 6 3 0 . 6 5 2 - L - 1 2 + 7 5 t o 1 3 + 1 8 X 1 1 1 8 . 6 7 3 - L - 1 3 + 2 1 t o 1 3 + 6 4 X 1 3 6 0 . 1 0 4 - L - 1 3 + 6 5 t o 1 3 + 8 4 X 7 1 0 . 1 2 TO T A L S : 24 7 8 . 8 1 3 4 0 . 8 AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 6 / 3 0 / 2 0 1 4 B U F F E R I M P A C T S S U M M A R Y NC D E P A R T M E N T O F T R A N S P O R T A T I O N TY P E A L L O W A B L E M I T I G A B L E BUFFER REPLACEMENT DI V I S I O N O F H I G H W A Y S RA N D O L P H C O U N T Y BR G . 8 4 O V E R M U D D Y C R E E K AL O N G S R 1 6 0 3 S C H O O L R O A D ) I M P A C T MUDDY CREEK WOODS WOODS WOODS GRASS 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T V A R IA B L E END NOT FOUND 2’ PL 773 7 7 4 775 7 7 5 7 7 5 7 7 5 776 7 7 6 7 7 6 7 7 7 777 7 7 7 7 7 8 778 778 778 779 7 7 9 779 7 8 0 780 7 8 0 7 8 0 780 780 780 7 8 0 780 780 781 781 7 8 1 7 8 1 781 7 8 1 781 781 7 8 2 782 7 8 2 7 8 2 782 7 8 2 782 782 782 783 783 7 8 3 783 783 783 784 784 784 7 8 4 784 7 8 5 7 8 7 788 B DIKE IMPERVIOUS DIKE IMPERVIOUSBASIN STILLING SPECIAL STREAM DIVERSION PIPE 36" TEMPORARY N C G RI D N A D 83 N A 2011 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. 517BP.8.R.79 S S IMPACTS PERM. STREAM TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY F C C C C C F MUDDY CREEK WOODS WOODS WOODS GRASS 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T V A R IA B L E END NOT FOUND 2’ PL 773 7 7 4 775 7 7 5 7 7 5 7 7 5 776 7 7 6 7 7 6 7 7 7 777 7 7 7 7 7 8 778 778 778 779 7 7 9 779 7 8 0 780 7 8 0 7 8 0 780 780 780 7 8 0 780 780 781 781 7 8 1 7 8 1 781 7 8 1 781 781 7 8 2 782 7 8 2 7 8 2 782 7 8 2 782 782 782 783 783 7 8 3 783 783 783 784 784 784 7 8 4 784 7 8 5 7 8 7 788 B DIKE IMPERVIOUS DIKE IMPERVIOUSBASIN STILLING SPECIAL STREAM DIVERSION PIPE 36" TEMPORARY N C G RI D N A D 83 N A 2011 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. 517BP.8.R.79 S S IMPACTS PERM. STREAM TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY F C C C C C F PROJECT REFERENCE NO. r SE P I F 1919n 89 99]85 C oxsTRu cii o° Fax:919-]8.1159I x License: C-219] I7BP.8R.79 SHEET NO. 5 1 �i ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT UIR FOR CONSTRUCTOR BM / Sta.-BL- 0.68.00 OFF 5/.00' RT ELEV.77992' RR SPIKE IN BASE OF 12• SYCAMORE Sta.13.04J4 OFF 63.47' RT i1 BEGIN GRADE -L- STA 4.55.00 END GRADE --L-ST914•R500 PI • /3,45.67 792 788 784 780 III a Q co d EL • 78298' VC • 200' K •80 DS • 45 MPH I 8609, (-)/2877X 1 (.112144% I_i 1I1 II (•12D806X 42% - 1 1.1 rr 776 z 2 b co a_L 1-I4.4094% Orn co co (•W.3271% . � M m � 4.1 W 9 co tl ti J ate^ R; AO 2v6 2 W a .4W 4 W t1i 760 13 11 12 13 4 15 NOTE:SEE PLAN SHEET 4 FOR PLAN .._........_... fill NOTE:SEE SHEETS S-I THRU S-X FOR STRUCTURE PLANS Darr Field Hill c r e st L n. Dr. T r in d a le S c h o o lD r .Balfour Dr. Balfour Dr. School R d. BraxtonCraven Rd. Le a chSt. Trinity Rd. D r. Airport Rd. R a m p e y S t . C o lle t t e S t . Ri dge Dr. Ridge Dr. Cain Ct. Kim b e rly Ln . Gre y O aks Rd . Libby R d. O ld S c h o o l Rd . Lake Darr Rd. G roveS t. Alf or d St. Archdale Dr. Roelee St. Cheyenne St. A ld r id g e Ar c h d al e D arr R d. 1602 1596 1597 1603 1004 1603 1640 1605 1640 1603 1603 1577 1682 1681 1681 1575 1911 1608 1798 16071859 1654 1653 1607 1004 1860 18541880 3213 1979 17021564 S O U T H E R N N . Main St. St. Trindale Rd. Archdale pop. 9,682 85 62 62 85 311 N C G RI D N A D 83 N A 2011 RANDOLPH COUNTY BRIDGE NO. 750084 ON SR 1603 (SCHOOL ROAD) OVER MUDDY CREEK GRADING, DRAINAGE, PAVING, & STRUCTURE 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 SIGNATURE: SIGNATURE: P.E. P.E. 2012 STANDARD SPECIFICATIONS 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 See Sheet 1-A For Index of Sheets $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ C O N T R A C T : A R T MEN N A S O H D E P T O F TRA S PORT T I O N T A TEOFN RT C AR O LI N A VICINITY MAP OFF-SITE DETOUR ROUTE LOCATION PROJECT See Sheet 1-C For Survey Control Sheet See Sheet 1-B For Conventional symbols T V = = =MPH ADT % * 2013 SUB-REGIONAL TIER FUNC CLASS = LOCAL 7 * TTST =3%DUAL 4% PROJECT ENGINEER PROJECT DESIGN ENGINEER AGNIESZKA NAU, PE NCDOT CONTACT TIM WELCH, PE FOR THE NORTH CAROLINA DEPT. OF TRANSPORATION Prepared in the Office of: License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & 4 MUDDY CREEK -L-TO ARCHDALE TO TRINITY SCHOOL ROAD SR 1603 1801 Creek M u d d y 1 7 B P . 8 . R . 7 9 17BP.8.R.79 4840 SEPTEMBER 23, 2014 MARCH, 2014 P R O J E C T : 17BP.8.R.79 PE 100502550 100502550 40201020 -L- STA. 11+55.00 BEGIN PROJECT 17BP.8.R.79 -L- STA. 14+85.00 END PROJECT 17BP.8.R.79 45 LENGTH OF ROADWAY PROJECT 17BP.8.R.79 = 0.057 MI LENGTH OF STRUCTURE PROJECT 17BP.8.R.79 = 0.006 MI TOTAL LENGTH OF PROJECT 17BP.8.R.79 = 0.063 MI STEVE SCOTT, PE 17BP.8.R.79 ROW & UTIL 17BP.8.R.79 CONST. INDEX OF SHEETS SHEET NUMBER SHEET 1 TITLE SHEET 1-A INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARD DRAWINGS 1-B CONVENTIONAL SYMBOLS 2 PAVEMENT SCHEDULE, TYPICAL SECTIONS, AND WEDGING DETAILS 3A SUMMARY OF DRAINAGE QUANTITIES 4 PLAN SHEET 5 PROFILE SHEET TMP-1 THRU TMP-4 TRAFFIC CONTROL PLANS EC-1 THRU EC-7 EROSION CONTROL PLANS UC-1 THRU UC-2 UTILITIES PLANS X-1 THRU X-4 CROSS-SECTIONS C-1 THRU C-2 STRUCTURE PLANS ENGINEER SHEET NO.PROJECT REFERENCE NO. 1-A17BP.8.R.79 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 ROADWAY DESIGN 3B SUMMARY OF GUARDRAIL, EARTHWORK Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing Metal Guardrail Existing Cable Guiderail Proposed Guardrail Equality Symbol Pavement Removal Baseline Control Point RIGHT OF WAY: Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access Proposed Control of Access Proposed Right of Way Line C F Existing Easement Line Proposed Temporary Construction Easement Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Utility Easement HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ; z v W K Proposed Lateral, Tail, Head Ditch False Sump Proposed Cable Guiderail MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Paved Ditch Gutter UTILITIES: ROADS AND RELATED FEATURES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power Manhole Power Line Tower Power Transformer Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Booth Telephone Pedestal U/G Telephone Cable Hand Hole R } T p Q l e ] / b H-Frame Pole O O POWER: TELEPHONE: Telephone Cell Tower Recorded U/G Power Line Recorded U/G Telephone Cable Designated U/G Telephone Cable (S.U.E.*) Recorded U/G Telephone Conduit Designated U/G Telephone Conduit (S.U.E.*) Recorded U/G Fiber Optics Cable WATER: Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line 4 I H a TV: TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*) r | I ] GAS: Gas Valve Gas Meter Recorded U/G Gas Line n c SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) d o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS: Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ? CONC CONC WW v v Drainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer Manhole m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property Monument Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence g F 123 Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE: Area Outline Gas Pump Vent or U/G Tank Cap Church School Dam Sign Small Mine Well V M WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge Woods Line Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled S FLOW Designated U/G Power Line (S.U.E.*) Designated U/G Fiber Optics Cable (S.U.E.*) Designated U/G Water Line (S.U.E.*) Designated U/G TV Cable (S.U.E.*) Designated U/G Gas Line (S.U.E.*) U/G Test Hole (S.U.E.*) *S.U.E. = Subsurface Utility Engineering WLB EIP B ECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. Note: Not to Scale SHEET NO.PROJECT REFERENCE NO. 1-B17BP.8.R.79 Abandoned According to Utility Records WLB EAB EPB R W R W R W C A E TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS 1 2 / 0 5 / 1 1 Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland Proposed Permanent Easement with Iron Pin and Cap Marker Proposed Temporary Utility Easement TUE Iron Pin and Cap Marker Proposed Right of Way Line with DUEProposed Permanent Drainage / Utility Easement AUEProposed Aerial Utility Easement CRProposed Curb Ramp STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CONVENTIONAL PLAN SHEET SYMBOLS Underground Storage Tank, Approx. Loc. Geoenvironmental Boring UST Known Soil Contamination: Area or Site Potential Soil Contamination: Area or Site Concrete or Granite R/W Marker Proposed Right of Way Line with C A Concrete C/A Marker Proposed Control of Access Line with 2 *PAVE SHOULDER TO FACE OF GUARDRAIL ADD 3’ TO SHOULDERS FOR GUARDRAIL GRADE POINT 11’11’ CL-L- C1 E1 GRADE TO THIS LINE 10 1/2" D1 TYPICAL SECTION NO. 1 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ ROADWAY R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. 17BP.8.R.79 PAVEMENT SCHEDULE NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE C1 E1 T EARTH MATERIAL. D1 TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE, OF TWO LAYERS. SF9.5A, AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. IN EACH PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE V A R. 2: 1 M A X 8% MIN. 8’ -0" EXIST. GROUND T VAR. 2:1 MAX MIN. 8’ -0" EXIST. GROUND T 6’ 8% 6’ ENGINEER 02 02 VAR. TO 4:1 NORMAL VA R. 2: 1 TO 6: 1 EXIST. GROUND VAR . TO 4 :1 NORMAL VAR. 2:1 TO 6:1 EXIST. GROUND ** -L- STA. 11+55.00 TO -L- STA. 14+85.00 J . B . S TD . 8 4 0 . 3 1 O R 8 4 0 . 3 2 G . D . I. F R A M E W I T H G R A T E S T D . 8 4 0 . 2 2 G . D . I. F R A M E W ITH T W O G R A T E S S TD . 8 4 0 . 2 2 G . D . I. ( N . S . ) F RA M E W ITH G R A TE S TD . 8 4 0 . 2 4 G . D . I . ( N . S . ) F R A M E W ITH T W O G R A T E S S TD . 8 4 0 . 2 4 SIZE A B Q U A N TITIE S F O R D R A IN A G E S TR U C T U R E S ENDWALLS STATION S T R U C T U R E N O . R . C . P . C . S . P . . 1 0 9 . 0 7 9 . 1 0 9 P E R E A C H ( 0 ’ T H R U 5 . 0 ’ ) 5 . 0 ’ TH R U 1 0 . 0 ’ 1 0 . 0 ’ A N D A B O V E * T O TA L L. F . F O R P A Y Q U A N T I T Y S H A LL B E C O L. ’A ’ + ( 1 . 3 X C O L. ’ B ’ ) F R O M T O TYPE OF GRATE FE GC . B . S T D . 8 4 0 . 0 1 O R S T D . 8 4 0 . 0 2 ABBREVIATIONS $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ LO C A T IO N ( LT, R T , O R C L) 4 / 0 4 / 0 6 REMARKS SHEET NO.PROJECT REFERENCE NO. 3-A17BP.8.R.79 COMPUTED BY: CHECKED BY:DATE: DATE: 12"15"18"24"30"36"42"48"12"36"42"48" LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER) DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA STANDARD 840.03 AND HOOD FRAME, GRATES CU. YDS. OR GAUGE THICKNESS *FT. LIN. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ SHEET NO.PROJECT REFERENCE NO. TO P E LE V A TIO N IN V E R T E LE V A T IO N IN V E R T E LE V A TIO N S LO P E C R I T IC A L OTHERWISE) NOTED (UNLESS STD. 838.80 OR STD. 838.11 STD. 838.01, C.B. N.D.I. D.I. J.B. M.H. CATCH BASIN NARROW DROP INLET DROP INLET JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLETT.B.D.I. T.B.J.B.TRAFFIC BEARING JUNCTION BOX G.D.I.GRATED DROP INLET G.D.I. (N.S.) (NARROW SLOT) GRATED DROP INLET 48"42"36"30"24"18"15" D R O P IN LE T C A T C H B A S IN S E C T I O N T R A N S I T IO N A L C O N C R E TE (RCP, CSP, CAAP, HDPE, or PVC) DRAINAGE PIPE C O R R . S T E E L E LB O W S N O . & S IZ E C O N C . C O LLA R S C L. " B " C . Y . S TD 8 4 0 . 7 2 C O N C . & B R IC K P IP E P LU G , C . Y . S T D . 8 4 0 . 7 1 P IP E R E M O V A L LIN . F T . D O N O T U S E R C P D O N O T U S E C S P D O N O T U S E C A A P D O N O T U S E H D P E C.S. PIPE 15"18"24" . 0 6 4 . 0 6 4 . 0 6 4 . 0 6 4 (CLASS III) R.C. PIPE 12"18"24"30"36"42"48"15" * * " R . C . P IP E ( C LA S S V ) * * " R . C . P I P E C U LV E R TS , C O N T R A C TO R D E S I G N P IP E * * " R . C . P I P E C U LV E R TS , C O N T R A C TO R D E S I G N P IP E 15 " S I D E D R A IN P IP E 18 " S I D E D R A IN P IP E (CLASS IV) R.C. PIPE SUB-REGIONAL & REGIONAL NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". 14+50 -L-LT 404 403 781.30 780.72 32 32TOTALS GUARDRAIL SUMMARY LINE SURVEY STATION END LOCATION STRAIGHT CURVED SHOP FACED DOUBLE END APPROACH END TRAILING E.O.L. FROM DIST. "N" WIDTH SHOULDER TOTAL END APPROACH END TRAILING END APPROACH END TRAILING FLARE LENGTH WWARRENT POINTLENGTH ANCHORS AT-1 REMARKS STATION BEGINNING TYPE III DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA TOTAL LESS ANCHOR DEDUCTIONS SAY ADDITIONAL GUARDRAIL POSTS - 5 EA $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. RT 1 1 1 TOTAL LESS ANCHOR DEDUCTIONS SAY ADDITIONAL GUARDRAIL POSTS - 5 EA SUBTOTAL "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. G = GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 13+84.0012+46.00 13+84.00 12+46.00 4 275.00’ -200.00’ 75.00’ License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & 9’-0" 9’-0" -L- -L-LT 1 GRAU-350 4 @ 50’ = 75.00’ GRAU-350 17BP.8.R.79 137.50’ 137.50’ 6’-0" 6’-0" SUMMARY OF EARTHWORK IN CUBIC YARDS NOTE: SAY LOSS DUE TO CLEAR & GRUB. UNDERCUTLOCATION WASTEBORROWEMBT+%EXCAVATION UNCLASSIFIED WASTE IN LEU OF BORROW paid for at the contract lump sum price for "Grading." Clearing and Grubbing, and Removal of Existing Pavement will be Approximate quantities only. Unclassified Excavation, Fine Grading, SUBTOTAL PROJECT TOTAL TOTAL EST. 5% TO REPLACE TOP SOIL ON BORROW PIT GRAND TOTAL 516-L- STA. 11+55.00 TO 14+85.00 3-B 516 516 516 516 520 121 121 121 121 121 395 395 395 395 395 R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 417BP.8.R.79 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 N C G RI D N A D 83 N A 2011 License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & NOTE: SEE PLAN SHEET 5 FOR PROFILE NOTE: SEE SHEETS S-1 THRU S-XX FOR STRUCTURE PLANS -L- STA. 11+55.00 BEGIN PROJECT 17BP.8.R.79 -L- STA. 14+85.00 END PROJECT 17BP.8.R.79 2 2 ’11’ 11’ LINE (TYP) SLOPE STAKE GRAU 350(TYP) 18" RCP 18" RCP 18" RCP 15" RCP 15" RCP 15" HDPE 15" RCP MUDDY CREEK SCHOOL ROAD (SR 1603) 20’ PAVED ROADWAY 1 2 3 CONC WALK CONC C&G FLAG FLAG 4 5 POLE #4, DUKE POWER #2, POW, TEL, & CAB TV POLE #5, DUKE POWER, POW, TEL, & CAB TV POLE #1, DUKE POWER #5, POW, TEL, & CAB TV POLE #2, DUKE POWER #4 25K, POW, TEL, & CAB TV POLE #3, DUKE POWER #3, POW, TEL, & CAB TV WITH LIGHT POLES: WOODS WOODS WOODS WOODS GRASS GRASS GRASS BRUSH EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ JESSE HARRELSON DB 1649 PG 603 PB 50 PG 80 N 5828’20" E 140.52’ N 3 7 2 7 ’ 18 " W 2 0 3 . 13 ’ PAUL GUTHRIE, II DB 1667 PG 826 PB 50 PG 80 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T PB 112 PG 96 REO FUNDING SOLUTIONS III, LLC DB 2305 PG 1 PB 112 PG 96 REO FUNDING SOLUTIONS III, LLC DB 2305 PG 1 N 4945’24" E 92.16’ S 4 0 14 ’ 3 6 " E 9 0 . 4 9 ’ S 4901’51" W 92.67’ N 4 0 5 8 ’ 0 9 " W 9 2 . 16 ’ EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W E X I S T I N G R / W E X IS T IN G R / W C IR C L E WE S T O N WO O D S S BK S 6 3 3 4’ 0 2 " E 14 3. 6 1’ DB 1688 PG 1586 PB 67 PG 86 TONY WILLIAMS PB 67 PG 86 PHOENIX PM, LLC DB 1787 PG 2207 ELEVATION = 779.00’ DETERMINED BY FIELD CREW HIGH WATER MARK V A R IA B L E TO TRINITY TO ARCHDALE V A R IA B L E MH TOP=783.51’ MH TOP=790.52’ MH TOP=782.46’ MH TOP=793.99’ END NOT FOUND MH TOP=784.55’ TOP=781.21’ LP LP MTR EOI EOI EOI MTR EOIEOI 6" TRUST PIPE 6" TRUST PIPE 6" TRUST PIPE 6" TRUST PIPE (DATUR) C T 2’ PL 2’ PL 2’ PL 2 ’ P L E O I 110 . 0 0 ’ 10 15 PI Sta 15+11.18 D L = 171.87’ T = 85.99’ R = 1,910.00’ -L- 0 2 0 2 0 2 0 2 0 2 0 1 0 2 0 0 E XIS T . E XIS T. POT Sta. 10+00.00 POT Sta. 16+27.40 PT Sta. 15+97.05PC Sta. 14+25.18 REMOVE RETAIN RETAINRETAIN EXCAVATION EST. 7 SYFF EST. 2 TONS CL B RIP RAP RIP RAP CLASS ’II’ EST. 10 SYFF EST. 3 TONS CL B RIP RAP REMOVE EXCAVATION EXCAVATION RIP RAP CLASS ’II’ 0403 0404 RETAIN +03 +49 18 " RETAIN 0401 0402 0405 ( Not to Scale) DETAIL RC-1 FROM STA. 11+68 TO STA. 12+95 -L- RT EFFECTIVE SLOPE FLOW 6’ PROFILE TYPICAL SECTION 1.0’ 10-YR STORM EVENT 3:1 OR FLATTER FREEBOARD 6" OF w/PERMANENT ROCK CHECK DAM TRAPEZOIDAL BASE DITCH 3.0’ ROCK CHECK WATER QUALITY BASE OF SWALE 1’ OF #57 STONE 6" OF FREEBOARD EXISTING GROUND LINE ELEVATION 10-YR. STORM CLASS B RIP-RAP EXISTING GROUND CLASS B RIP-RAP THE ROADWAY HORIZONTAL ALIGNMENT. FROM CENTER TO CENTER AS MEASURED ALONG 4) SPACE PERMANENT ROCK CHECK DAMS 23 FT 3) FOR PERMANENT STRUCTURES IN BASE DITCH. 2) DO NOT USE INSIDE CLEAR RECOVERY AREA. 1) FOR USE IN CONJUNCTION WITH DETAILS A. NOTES: d 2: 1 B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or FROM STA. 11+68 TO STA. 12+95 -L- RT DETAIL A B=2.0 Ft. Max. d=2.5 Ft. Min. D=2.0 Ft. Type of Liner= PSRM Ground Natural Slope Ditch Front 2: 1 D Flatter3:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 13+38 TO STA. 14+19 -L- RT FROM STA. 13+28 TO STA. 14+35 -L- LT FROM STA. 11+75 TO STA. 12+90 -L- LT Slope Ditch Front Ground Natural DETAIL B Type of Liner= PSRM Max d=2.0 Ft. Min. D=1.5 Ft. SEE DETAILS A AND RC-1 LINE W/ PSRM W/ PERMANENT ROCK CHECK DAMS SPECIAL CUT BASE DITCH ROCK CHECK, TYP. WATER QUALITY EST. 10 SYFF EST. 3 TONS CL B RIP RAP SEE DETAIL B LINE W/ PSRM SPECIAL CUT ’V’ DITCH EST. 10 SYFF EST. 3 TONS CL B RIP RAP RIP RAP CLASS ’II’ SEE DETAIL B LINE W/ PSRM SPECIAL CUT ’V’ DITCH +72 +95 +26 CLASS ’II’ RIP RAP SEE DETAIL B LINE W/ PSRM SPECIAL CUT ’V’ DITCH +80.89 30.09’ +85.01 60.00’ +68.95 30.00’ +29.93 30.00’ +50.38 55.00’ 70.00’ +95.00 55.00’ 70.00’ +17.00 40.35’ 1 2 3 +92.70 50.00’ 60.32’ +18.80 96.96’ +57.77 30.00’ +75.09 69.52’ +83.41 85.61’ +17.78 93.50’ +13.44 49.07’ +09.67 46.10’ 43 F F F F F C C C C C C F 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 517BP.8.R.79 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 10 11 12 13 14 15 760 764 768 772 776 780 784 788 792 7 8 5 .4 4 PI = 13+45.67 EL = 782.98’ (-)1.2874%(+)1.2144% VC = 200’ K = 80 7 8 4 .6 7 DS = 45 MPH E L E V .= 7 7 6 .9 8 P I = 12 + 9 5 R T E N D D I T C H (-)4.4094% E L E V .= 7 8 2 .5 8 P I = 11+ 6 8 R T B E G I N D I T C H (-)4 . 8 6 0 9% E L E V .= 7 8 2 .9 4 P I = 11+ 7 5 L T B E G I N D I T C H E L E V .= 7 7 7 .3 5 P I = 12 + 9 0 L T E N D D I T C H E L E V .= 7 7 6 .0 9 P I = 13 + 2 8 L T B E G I N D I T C H E L E V .= 7 7 7 .7 9 P I = 13 + 3 8 R T B E G I N D I T C H E L E V .= 7 7 9 .0 8 P I = 14 + 0 0 R T E L E V .= 7 8 0 .3 5 P I = 14 + 19 R T E N D D I T C H E L E V .= 7 8 0 .7 2 P I = 14 + 3 5 L T E N D D I T C H (+)6.6842% (+)4.3271% (+)2.0806% -L- STA. 11+55.00 BEGIN GRADE -L- STA. 14+85.00 END GRADE License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & NOTE: SEE SHEETS S-1 THRU S-X FOR STRUCTURE PLANS NOTE: SEE PLAN SHEET 4 FOR PLAN OFF 63.47’ RT Sta. 13+04.14 -L- OF 12" SYCAMORE RR SPIKE IN BASE ELEV. 779.92’ OFF 51.00’ RT Sta. -BL- 10+68.00 BM 1 -L- License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 780 780 785 785 790 790 775 775 11+75.00 780 780 785 785 790 790 775 775 12+00.00 780 780 785 785 790 790 775 775 12+25.00 780 780 785 785 790 790 775 77512+50.00 X-217BP.8.R.79 -L- 2.5 5 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 0.020 0.020 2:1 782.27 3: 1 785.13 0.020 0.020 2:1 3: 1 781.17 3:12: 1 781.72 784.82 0.020 0.020 3: 1 780.07 2:13:12: 1 780.51 784.58 0.020 0.020 3: 1 778.96 2:13:1 779.29 2: 1 784.33 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 780 780 785 785 790 790 775 77512+75.00 775 775 780 780 785 785 790 790 770 770 13+00.00 775 775 780 780 785 785 790 790 770 770 13+25.00 X-317BP.8.R.79 -L- 2.5 5 0.020 0.020 3: 1 777.86 2:13:1 778.08 2: 1 784.06 0.020 0.020 783.84 0.020 0.020 774.92 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 775 775 780 780 785 785 790 790 770 770 13+50.00 780 780 785 785 790 790 775 77513+75.00 780 780 785 785 790 790 775 77514+00.00 780 780 785 785 790 790 775 775 14+25.00 X-417BP.8.R.79 -L- 2.5 5 0.020 0.020 3: 1 778.04 2:13:1 777.04 2: 1 783.57 0.020 0.020 3: 1 778.56 2:13:12: 1 778.12 783.51 0.020 0.020 3: 1 779.08 2:13:1 779.21 2: 1 783.68 0.020 0.020 3:1 780.29 783.88 2: 1 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 785 785 790 790 780 78014+50.00 785 785 790 790 780 78014+75.00 X-517BP.8.R.79 -L- 2.5 5 0.020 0.010 784.15 0.020 0.000 784.50