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Home My WebLink About20140926 Ver 1_Application_20140903O� F W A rE�OG � � J y O < Office Use Only: Corps action ID no. DWQ projed no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Q Section 404 Permit ❑ Section 10 Permit tb. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑Q Yes ❑ No t 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 For the record only for Corps Permit: because written approval is not required? 401 Certification: ❑ Yes � No ❑ 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 � Yes 0 No or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h � Yes ❑� No below. th. Is the project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes ❑ No 2. Project Information 2a. Name of projec[: B-0565 2b. County: Lenoir 2c. Nearest municipality / town: Kinston 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 33773.1.1 3. Owner Infortnation 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if N/A applicable): 3d. Street address: 105 Pactolus Highway NC 33 P.O. Box 1587 3e. City, state, zip: Greenville, NC 27835 3f. Telephone no.: 252-439-2800 3g. Fax no.: 252-830-3341 3h. Emafl address: jbjohnson@ncdot.gov Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Infortnation (if different from owner) 4a. Applicant is: ❑ Agent ❑� Other, specify: Division 2 Environmental Officer 4b. Name: Jay B. Johnson 4c. Business name North Carolina Department of Transportation (if applicabie): 4d. Street address: P.O. Box 1587 4e. City, state, zip: Greenville, NC 27835 4f. Telephone no.: 252-439-2800 4g. Fax no.: 252-830-3341 4h. Email address: jbjohnson@ncdot.gov 5. AgentlCOnsultant Information (if applicable� 5a. Name: N/A Sb. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification ta. Property identification no. (tax PIN or parcel ID): 1b. Site coordinates (in decimal degrees): Latitude: 35.254444 1c. Propertysize: 2. Surface Waters 2a. Name of nearest body of water to proposed project: 2b. Water Quality Classification of nearest receiving water: 2c. River basin: Skinners Bypass Longit acres Neuse River C; NSW Neuse -77.601826 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: US 70 and NC 11/55 are paved highways. Commercial businesses dominate the landscape. 3b. List the total estimated acreage of all existing wetiands on the property: 0.12 3c. List the total estimated linear feet of all existing streams (intermittent and perE 3d. Explain the purpose of the proposed project: Widening and extending turn lanes to accommodate bridge construction detour route. 3e. Describe the overall project in detail, including the type of equipment to be used: Standard heavy equipment for widening turn lane to accommodate bridge construcfion detour route. 4. Jurisdictional Determinations 4a. Have jurisdictional wetiand or stream determinations by the Corps or State been requested or obtained for this property / project (includinq all prior phases) in the past� 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑� Yes Comments: on the ❑ No ❑ Unknown ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? I Agency/Consultant Company: NcooT Name (if known): �ay ,lohnson Other 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project Sa. Have permits or certifications been requested or obtained for 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? 6b. If yes, explain. ❑ Yes ❑ Yes 0 No ❑� No ❑ Unknown Page 3 of 10 PCN Form — Version 1.4 January 2009 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 wetiand area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Tem ora W� p Fi�� Unknown No Corps 0.0497 � p Fill Unknown No Corps 0.0364 W3 p Fill Unknown Yes Corps 0.0363 W4 _ Choose one Choose one Yes/No - W5 - Choose one Choose one YeslNO - � - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 0.1224 2h. Comments: There are 5330 sq.ft. of wetland impacts 3. Stream Impacts If there are perennial or intermitten[ stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 39 Stream impad Type of impad Stream name Perennial (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (� (feet) feet) g� - Choose one ' " S2 - Choose one - ' S3 - Choose one - - gq - Choose one - - S5 - Choose one - ' S6 - Choose one - - 3h. Total stream and tributary impacts 3i. Comments: Page 4 of 10 PCN Form — Version 1.4 January 2009 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 individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable) Type of impact Waterbody Area of impact (acres) Pertnanent (P) or tYPe Tem ora 01 - Choose one Choose O2 _ Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filled Excavated Flooded Filled Excavated p� Choose one Pz Choose one Sf. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): Sj. Size of pond watershed (acres): 5k. Method of construdion: 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. Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba � Randleman ❑ Other: 6b. 6c. 6d. 6e. 6f. 6g. Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number— mitigation impact impact Permanent (P) or required? (square (square Tem ora feet feet B1 - Yes/No B2 _ Yes/No B3 _ Yes/No Ba _ Yes/No B5 _ YeslNo Bs _ Yes/No 6h. Total Buffer Impacts: 6i. Comments: rage a or i u D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifcally describe measures taken to avoid or minimize the proposed impacts in designing project. Projed is using 2:1 slopes to avoid and minimize impacts as much as possible. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Use of existing roadway to operate construdion equipment. 2. Com ensato Miti ation for Im acfs to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes � No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. if yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsibie Mitigation 3. Com lete if Usin a Miti ation Bank 3a. Name of Mitigation Bank: Type: Choose one Quantity: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity: Type: Choose one Quantity: 3c. Comments: 4. Com lete if Makin a Pa ment to In-lieu Fee Pro ram 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linearfeet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetiand 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 responsibie mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (SWte 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 � 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 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) �. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No within one of the NC Ri arian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. � Yes � No 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? o�o 2b. Does this ro'ect re uire a Stormwater Mana ement Plan? ❑ Yes � No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No streams or buffers impacted. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? NCOwR 3. Certified Local Government Stormwater Review 3a. In which local overnment's 'urisdiction is this ro ect? ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW PP y� USMP apply (check all that a I ❑ 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 ail that apply): ❑Session Law 2006-246 QO�hef: NPDES Pertnit 4b. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑� No attached? 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 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project invotve 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 (NoRh Carolina) Environmental Policy Ad (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ 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 impad 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 uRimate 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 1.4 January 2009 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 yo�u checked with the USFWS conceming Endangered Species Act � Yes � No impacts. 5c. If yes, indicate the USFWS Field Office you have contacted. - Sd. What data sources did you use to determine whether your site would impact E�dangered Species or Designated Critical Habitat? Onsite fieid investigation by Jay Johnson "NO Effecl" 6. Essential Fish Habitat (Corys 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? USGS Topo 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 0 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 archeologicai resources? NCDOT NEU Historic Architecture and Archaeology 8. Flood Zone Designation (Corps Requirement) Sa. Will this project occur in a FEMA-designated 100-year floodplain? ❑� Yes ❑ No Sb. If yes, explain how project meets FEMA requirements: Not bridge consVuction and not impacting any streams 8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps Jay B.Johnson 08-12-2014 AppiicanVAgenYs Printed Name A ica eny Signature Date (AgenY � natur is alid�only if an authorization I er from t a frant is rovided. Page 10 of 10 D T V = = = = = % M PH ADT ADT % * DUAL 100502550 LEN O IR CO U N TY 0 PROJECT LENGTH RIGH T OF W AY D ATE: LETTING D ATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 D ESIGN D ATA Prepared in the Office of: D IVISION OF H IGH W AYS 2012 STAND ARD SPECIFICATIONS PROJECT ENGINEER PROJECT D ESIGN ENGINEER GRAPH IC SCALES D B 0 0 1 9 2 PLAN S H YD RAU LICS ENGINEER ENGINEER ROAD W AY D ESIGN LOCATION : TYPE OF W ORK : 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA See Sheet 1-A For Index of Sheets 2 8 - J U L - 2 0 1 4 1 3 : 1 7 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p s h 1 . d g n $ $ $ $ U S E R N A M E $ $ $ $ C O N T R A C T : T I P P R O J E C T : A R T MEN N A S O H D E P T O F T R A S PORT T IO N T A TEOFN RT CAR O LI N A DW AYN E H. ALLIG O O D LAN G JO N ES (N O T TO SCALE) VICIN ITY M AP INTERSECTION OF U S 70 AND 1005025500 105100 B - 4 5 6 5 B-4565 AND TU RN LAN E 1357 1357 1345 1387 1386 1346 1346 1379 1348 1349 1350 1347 1348 1351 1352 1370 13741351 1363 1363 1369 1376 1360 1344 1367 1368 1373 1377 1381 1383 1900 1900 1357 1353 1354 1355 1353 1356 1364 D D D D 1813 1810 1845 1845 1814 18321747 1746 1569 1570 1361 1557 1830 1830 1829 1828 1811 q11 55 q58 q11 55 q11 55 q58 q11 55 rBUS 70 258 rBUS 70 258 rBUS 70 258 r70 r258 rBYP 70 258 1380 .33 .51 .12 .72 .08 .36 .27. 1 2 .08 .10 .16 . 0 8 . 0 9 . 0 8 .13 .10 . 0 2 . 1 7 .21 .32 . 05 . 2 8 . 0 5 .22 .5 0 . 0 7 .23 .30 . 2 2 . 0 6.20.10.1 4 .1 1 . 16 .13 .10.10 .07.09 .13 .10 .06.11.08.08 .05.07 .30.10 .09 . 2 7 1.3 4 .29.30 .71 .81.63 .53 .15 .30 . 4 0 4 1 .22 .25 .17 .0 7 . 1 0 .13 .02.02 . 0 7 .0 8 .07 . 0 7 . 5 7 . 6 7 1.02 .50.19 . 1 8 .40 .61 1.23 .34 .28 . 2 7 .42 . 3 5 .57 . 5 7 . 2 0 . 3 3 . 8 6 . 72 .37 .03 .13 . 8 8 . 4 6 .13 .30 .20 .10 1.08 . 71 .02 .04 . 3 8 .11 .21. 1 5 .22 .35.31 .07 Branch Branch Adkin RIVER F F F j F F F F F F H F 4 4 4 4 4 44 4 4 4 4 44 4 4 4 4 4 4 44 4 4 4 4 4 4 4 4 4 4 4 4 4 44 44 4 4 4 4 44444444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4444444444444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 444444444 4 4 4 4 4 4 44 4 4 4 4 4 4 4 4 44 4 4 4 4 4 44 4 4 4 4 4 4 4 44 4 4 4 4 1. 1 9 1. 0 9 Harveytown DupreevilleDupreeville KINSTO N PO P. 25,758POP. 25,758 Jackson Field F A U FAU FAU FAU FAU FAU F A U F A U 1. 3 5 FAU FAU FAU F A U F A U F A U . 4 1 F H M RAILROADRAILROAD ATLANTIC AND EAST CS X F Herit a g e St. M i t c h e l l S t . Vernon Ave. Ave.Vernon Q u e e n S t r e e t King St. T i f f a n y S t . Washington Ave. Highland Ave. R d . Caswell St.Caswell St. H u ll R d. C a r v e y Rd . .12 .02D .17.0 5 .0 5D. 0 2 D .36 . 1 2 . 1 0 . 39 . 1 4 .28.06D .37 .81 . 0 7 . 1 0 1836 . 2 9 1358 1552 1571 Q j .18.09 .24 1 . 0 8 .47 .40 .04 1 .0 0 .13 .14 1385 1387 DD .08 . 1 3 .08 1348 .03 .02 D D .6 . 1 1 rBYP 70 258 .97 .13 B-4565 PRO JECT 1704 N . G R E E N E ST. G R E E N V ILLE N C , 27835 GRAD IN G, PAVIN G, D RAINAGE, RESU RFACING 2008 2028 12,000 22,000 50 2 60 * TTST =2% 33773.1.1 33773.2.1 33773.3.1 PE R/W NC 11 & 55 CO N ST U S 7 0 W E S T B O U N D L A N EU S 7 0 E A S T B O U N D L A N E HWY 11 HWY 11 -Y- STA 21+60.28 END W IDENING PROJECT B-4565 -L- STA 12+43.52 BEGIN W IDENING PROJECT B-4565 NC GRID NAD 83/NSRS 2007 NC GRID NAD 83/NSRS 2007 BEGIN M ILLING AND RESURFACING BEGIN M ILLING AND RESURFACING BEGIN M ILLING AND RESURFACING -L- STA 12+43.52 PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D AUG UST 2004 JULY 2014PROFILE (HO RIZO N TAL) PRO FILE (VERTICAL) 20 4 A 5 A TO TAL LEN G TH TIP PRO JECT B-4565 = 0.277 M ILES NEUSE R IVER BR IDGE RESURFACE TO SIGNATU RE: P.E. P.E. 5000 5001 5002 5003 5004 5005 5006 5007 50085009501050115012 5013 5014 5015 SHEET NO.PROJECT REFERENCE NO. 2 8 - J U L - 2 0 1 4 1 3 : 1 7 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p s h 1 A . d g n $ $ $ $ U S E R N A M E $ $ $ $ INDEX OF SHEETS SHEET NUMBER SHEET 1 TITLE SHEET 1A INDEX OF SHEETS, GENERAL NOTES, STANDARD DRAWINGS 1B CONVENTIONAL SYMBOLS TYPICAL SECTIONS EROSION CONTROL SHEETS 1A CROSS-SECTIONS X1A CROSS-SECTION SUMMARY 6 X1-X4 EC1-EC4 PLAN SHEET B-4565 2012 ROADWAY ENGLISH STANDARD DRAWINGS The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this project and by reference hereby are considered a part of these plans: STD.NO. TITLE DIVISION 2 - EARTHWORK 200.02 Method of Clearing - Method II 225.01 Guide for Grading Subgrade - Interstate and Freeway 225.05 Method of Obtaining Superelevation - Divided Highways DIVISION 5 - SUBGRADE, BASES AND SHOULDERS 560.02 Method of Shoulder Construction - High Side of Superelevated Curve - Method II DIVISION 8 - INCIDENTALS 840.02 Concrete Catch Basin - 12" thru 54" Pipe 840.03 Frame, Grates and Hood - for Use on Standard Catch Basin 846.01 Concrete Curb, Gutter and Curb & Gutter 848.03 Driveway Turnout - Drop Curb Type 848.04 Street Turnout 852.01 Concrete Islands ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS. RIGHT-OF-WAY MARKERS: ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. UTILITIES: THE RADII NOTED ON PLANS. STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.04 USING STREET TURNOUT: AT LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.03 DRIVEWAYS: SECTIONS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. SUPERELEVATION: METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY CLEARING: PROPER TIE-IN. PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED GRADING AND SURFACING OR RESURFACING AND WIDENING: REVISED: 11/01/11 EFFECTIVE: 01-17-12 GENERAL NOTES: 2012 SPECIFICATIONS SUM M ARY OF QUANTITIES SUM M ARY OF DRAINAGE QUANTITIES AND EARTHW ORK 3 3A PROFILE SHEET 7 ISLAND DETAIL SIGNAL PLANSSig 4-6 2, 2A 4A, 5A PM1-PM2 PAVEMENT MARKINGS Existing Edge of Pavem ent Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing M etal G uardrail Existing Cable G uiderail Proposed G uardrail Equality Sym bol Pavem ent Rem oval Baseline Control Point RIGH T OF W AY: Existing Right of W ay M arker Existing Right of W ay Line h Existing Control of Access Proposed Control of Access Proposed Right of W ay Line C F Existing Easem ent Line Proposed Tem porary Construction Easem ent Proposed Tem porary Drainage Easem ent Proposed Perm anent Drainage Easem ent Proposed Perm anent Utility Easem ent H YD ROLOGY: Stream or Body of W ater Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ; z v W K Proposed Lateral, Tail, Head Ditch False Sum p Proposed Cable G uiderail M AJO R: Bridge, Tunnel or Box Culvert Bridge W ing W all, Head W all and End W all M IN O R: Head and End W all Pipe Culvert Footbridge Paved Ditch G utter U TILITIES: ROAD S AND RELATED FEATU RES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power M anhole Power Line Tower Power Transform er Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone M anhole Telephone Booth Telephone Pedestal U/G Telephone Cable Hand Hole R } T p Q l e ] / b H-Fram e Pole O O PO W ER: TELEPHO N E: 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 O ptics Cable W ATER: W ater M anhole W ater M eter W ater Valve W ater Hydrant Recorded U/G W ater 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 O ptic Cable Designated U/G Fiber O ptic Cable (S.U.E.*) r | I ] G AS: G as Valve G as M eter Recorded U/G G as Line n c SAN ITARY SEW ER: Sanitary Sewer M anhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced M ain Line Designated SS Forced M ain Line (S.U.E.*) d o A/G W ater Above G round G as Line A/G Gas Above G round W ater Line Above G round Sanitary Sewer A/G Sanitary Sew er M ISCELLAN EO US: Utility Pole O F S 3 Utility Pole with Base Utility Located O bject 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 M anhole m U/G Tank; W ater, G as, O il A/G Tank; W ater, G as, O il BOU ND ARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property M onum ent Existing Fence Line Proposed W oven W ire Fence Proposed Chain Link Fence Proposed Barbed W ire Fence g F 123 Existing W etland Boundary Proposed W etland Boundary Existing Endangered Anim al Boundary Existing Endangered Plant Boundary BU ILD INGS AND OTH ER CU LTU RE: Area O utline G as Pum p Vent or U/G Tank Cap Church School Dam Sign Sm all M ine W ell V M WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge W oods Line O rchard Vineyard RAILROAD S: Standard G auge RR Signal M ilepost Switch RR Abandoned RR Dism antled S FLOW Designated U/G Power Line (S.U.E.*) Designated U/G Fiber O ptics Cable (S.U.E.*) Designated U/G W ater Line (S.U.E.*) Designated U/G TV Cable (S.U.E.*) Designated U/G G as Line (S.U.E.*) U/G Test Hole (S.U.E.*) *S.U .E. = Subsurface U tility Engineering WLB EIP B ECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cem etery EXISTING STRU CTU RES: Parcel / Sequence N um ber E AATUR End of Inform ation E.O .I. Note: Not to Scale SHEET NO .PRO JECT REFERENCE NO . Abandoned According to Utility Records WLB EAB EPB R W R W R W C A E TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS 1 2 / 0 5 / 1 1 Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 W etland Proposed Perm anent Easem ent with Iron Pin and Cap M arker Proposed Tem porary Utility Easem ent TUE Iron Pin and Cap M arker Proposed Right of W ay Line with DUEProposed Perm anent Drainage / Utility Easem ent AUEProposed Aerial Utility Easem ent CRProposed Curb Ram p STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CO N VEN TIO N AL PLAN SHEET SYM BO LS Underground Storage Tank, Approx. Loc. G eoenvironm ental Boring UST Known Soil Contam ination: Area or Site Potential Soil Contam ination: Area or Site Concrete or G ranite R/W M arker Proposed Right of W ay Line with C A Concrete C/A M arker Proposed Control of Access Line with 1BB-4565 G RADE TO THIS LIN E VAR O RIGIN AL G RO UN D 0.08 FT/FT SHEET N O .PRO JECT REFERENCE N O . 2 2 8 - J U L - 2 0 1 4 1 3 : 1 7 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p s h 2 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 3: 1 R E V I S I O N S B-4565 NOTE: PAVEMENT EDGE SLOPES ARE 1 : 1 UNLESS SHOWN OTHERWISE. USE TYPICAL SECTION #1 (NTS) -L- 12+43.52 - 16+10.31 VAR U T 0’ - 9’ EXISTIN G 10’ E2 D2C2V CL U U O RIGINAL GRO UND O RIGINAL G RO UND C2C2 VARIES VARIES V CL U U O RIGINAL GRO UND C2C2 T V V R1 42’ - 50’25’ - 31’ 77’ 3’ R1 29’ - 48’66’ - 74’ CL U U O RIGINAL G RO UND O RIGINAL GRO UND C2C2 T V V 30’ - 44’48’ - 67’ 2.5" M IN. WEDGING DETAIL U D2 NOT TO SCALE C2 USE TYPICAL SECTION #2 (NTS) USE TYPICAL SECTION #3 (NTS) USE TYPICAL SECTION #4 (NTS) EXISTING JOINT JUST SOUTH OF US 70 ON NC 11. MILLING/RESURFACING SHOULD BEGIN AT THE -L- STA 16+10.31 - 21+65.91 U O RIGINAL G RO UND C2 T V CL 39’ - 49’ THE MEDIAN ALONG US 70 AS SHOWN ON PLAN SHEET 4A. OF THE INTERSECTION, BEGINNING 370’ FROM THE TIP OF MILLING/RESURFACING SHOULD BEGIN ON THE WEST SIDE GREATER THAN 4". WHERE WEDGING IS DEPTH BASE COURSE NOTE: USE VARIABLE ENG IN EER EN GIN EER PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D HYDRAULICSROADWAY DESIG N C1 E1 EARTH MATERIAL. EXISTING PAVEMENT. T U D1 C2 R1 AN AVERAGE RATE OF 168 LBS. PER SQ.YD. PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 228 LBS. PER SQ.YD. PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AT AN AVERAGE RATE OF 513 LBS. PER SQ. YD. PROP. APPROX. 4.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E2 AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD. PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, I19.0B, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. PROP. APPROX. 3.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE D2 I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE R2 EXIST. 2’-6" CONCRETE CURB AND GUTTER. PROP. 2’-6" CONCRETE CURB AND GUTTER. V MILLING ASPHALT PAVEMENT 2"-4" DEPTH V1 INCIDENTAL MILLING V2 ASPHALT PLANT MIX, PAVEMENT REPAIR SHEET N O .PRO JECT REFERENCE N O . 2A 2 8 - J U L - 2 0 1 4 1 3 : 1 7 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p s h 2 A . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 R E V I S I O N S B-4565 V1 75’ NOTE: PAVEMENT EDGE SLOPES ARE 1 : 1 UNLESS SHOWN OTHERWISE. -Y- STA 30+04.00 - 31+40.00 -Y- STA 36+04.00 - 38+27.00 -Y- STA 46+06.00 - 47+23.00 USE TYPICAL SECTION #8 @ EXISTING BRIDGES (NTS) CL C1 G RADE TO THIS LIN E D1 E1U U O RIGIN AL GRO UND O RIG INAL GRO UN D CL GRADE PO INT V2’ 6"2’ 6" -Y- 11+00.00 - 13+13.54 VAR. SEE X-SECS VAR. SEE X-SECS 4’ 6" 36’ 7" - 37’51’13’ VAR . SEE X -SECS VARIES 100’ 8" - 101’ T C2 C2 R2R1 D1 G RADE TO THIS LIN E E1 D1 E1U U O RIGINAL G RO UND O RIG INAL GRO UN D VAR . SEE X -SECS GRADE PO INT C1C1 2:1 2’ 6" 0.03 FT/FT 6" VAR. SEE X-SECS 10’ 4’ 8%4% 0’ - 12’ 5"13’ 8" - 39’ 2"25’ 7" - 53’ 5" VARIES 52’ 5" - 103’ 2" 0’ - 11’ 6" T T C2 C2 -Y- 13+13.54 - 21+60.28 R2 CL U O RIGINAL G RO UND O RIGINAL GRO UND T GRADE PO IN T C2C2 T VARIES VARIES 52’ - 64’ 26’ - 32’26’ - 32’ VARIESVARIES VAR IESVARIES -Y- 21+60.28 - 30+04.00 -Y- 38+27.00 - 46+06.00 -Y- 47+23.00 - 67+28.41 (BETWEEN BRIDGES) DIRECTED BY THE ENGINEER NOTE: REMOVE EXISTING ASPHALT PAVEMENT AS U V2 -Y- 31+40.00 - 36+04.00 4" USE TYPICAL SECTION #5 (NTS) USE TYPICAL SECTION #6 (NTS) USE TYPICAL SECTION #7 (NTS) ENG IN EER EN GIN EER PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D HYDRAULICSROADWAY DESIG N C1 E1 EARTH MATERIAL. EXISTING PAVEMENT. T U D1 C2 R1 AN AVERAGE RATE OF 168 LBS. PER SQ.YD. PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 228 LBS. PER SQ.YD. PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AT AN AVERAGE RATE OF 513 LBS. PER SQ. YD. PROP. APPROX. 4.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E2 AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD. PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, I19.0B, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. PROP. APPROX. 3.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE D2 I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE R2 EXIST. 2’-6" CONCRETE CURB AND GUTTER. PROP. 2’-6" CONCRETE CURB AND GUTTER. V MILLING ASPHALT PAVEMENT 2"-4" DEPTH V1 INCIDENTAL MILLING V2 ASPHALT PLANT MIX, PAVEMENT REPAIR ITEM DESCRIPTIONSECT 801 CONSTRUCTION SURVEYING 1 LS GRADING 800 MOBILIZATION1 QUANTITY UNIT LS 1 LS 840 EA STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS SUMMARY OF QUANTITIES RESPONSE FOR EROSION CONTROLEA4SP WATTLELFSP 226 30300 TON 300 FOUNDATION CONDITIONING MATERIAL, MINOR STRUCTURES FOUNDATION CONDITIONING GEOTEXTILESY 305 LF R E V I S I O N S SHEET N O .PRO JECT REFERENCE N O . 2 8 - J U L - 2 0 1 4 1 3 : 1 7 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p s h 3 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 3B-4565 4 846 LF1210 2’-6" CONCRETE CURB AND GUTTER 846 SY440 FRAME WITH GRATE & HOOD, STD 840.03, TYPE E 840 EA1 FRAME WITH GRATE & HOOD, STD 840.03, TYPE F 840 EA1 FRAME WITH GRATE & HOOD, STD 840.03, TYPE G 100 840 EA6 MASONRY DRAINAGE STRUCTURES LFSP SAFETY FENCE300 340 LF PIPE REMOVAL 700 LF SIGNAL CABLE EA EA 1705 1705 8 VEHICLE SIGNAL HEAD (12", 3 SECTION) JUNCTION BOX (STANDARD SIZE)21716 LF1725 INDUCTIVE LOOP SAWCUT LF1726825 LEAD-IN CABLE (14-2) EA17501 SIGNAL CABINET FOUNDATION EA17511 CONTROLLER WITH CABINET (TYPE 2070L, BASE MOUNTED) EA175114 DETECTOR CARD (TYPE 2070L) EA17531 CABINET BASE EXTENDER EA1SP GENERIC SIGNAL ITEM (OPTICAL PREEMPTION PHASE SELECTOR - 4 CHANNEL) EA3SP GENERIC SIGNAL ITEM (OPTICAL PREEMPTION DETECTOR) ITEM DESCRIPTIONSECTQUANTITYUNIT 607 SY INCIDENTAL MILLING 70 LBSP2 POLYACRYLAMIDE (PAM) 2715 LF1205 4650 LF1205 1350 LF1205 270 LF1205 16400 THERMOPLASTIC PAVEMENT MARKING LINES (6", 90 MILS) THERMOPLASTIC PAVEMENT MARKING LINES (6", 120 MILS) THERMOPLASTIC PAVEMENT MARKING LINES (24", 120 MILS) THERMOPLASTIC PAVEMENT MARKING LINES (12", 90 MILS) EA120561 5" MONOLITHIC CONCRETE ISLAND (KEYED IN) SP 1 LS TRAFFIC CONTROL LF PAINT PAVEMENT MARKING LINES 4"1205 15" DRAINAGE PIPE LF310152 15" RC PIPE CULVERTS, CLASS III 68 SY607 47 3067 21000 20783 MILLING ASPHALT PAVEMENT, 2" TO 4" DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B 610 TON ASPHALT CONCRETE BASE COURSE, TYPE B25.0B 610 TON ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B 610 TON 620 TON ASPHALT BINDER FOR PLANT MIX, GRADE PG64-22 1105 1950 6994 555 654 ASPHALT PLANT MIX, PAVEMENT REPAIRTON886 11660 ACRE SEEDING AND MULCHING 1661 1661 TON SEED FOR REPAIR SEEDING FERTILIZER FOR REPAIR SEEDING LB 50 1620 1620 TON LB SEED FOR TEMPORARY SEEDING FERTILIZER FOR TEMPORARY SEEDING0.2 .2 50 1910 LF1605 TEMPORARY SILT FENCE ADJUSTMENT OF METER BOXES OR VALVE BOXES858 1 EA EA WOOD POLE 1720 EA GUY ASSEMBLY 1721 EA 1" RISER WITH WEATHERHEAD1722 EA 2" RISER WITH WEATHERHEAD 1722 1 4 1 4 THERMOPLASTIC PAVEMENT MARKING SYMBOLS (90 MILS) EA17051 VEHICLE SIGNAL HEAD (12", 5 SECTION) LF MESSENGER CABLE (3/8") 1710 LF 1715 EA 2" RISER WITH HEAT SHRINK TUBING 1722 LF DROP CABLE 1730 EA SPLICE ENCLOSURE 1731 500 25 1 50 1 UNPAVED TRENCHING (1 CONDUIT, 2") EA 1 WOOD POLE REMOVALSP BO RRO WUNDERCUTLOCATIONEMBT+%EXCAVATIO N UN CLASSIFIED 0 SAY 5470 5463SUB TO TAL 1105 W ASTE 7 551 7 10 4 / 0 4 / 0 6 SHEET NO .PRO JECT REFEREN CE NO . 3A CO M PUTED BY: CHECKED BY:DATE: DATE: LIST OF PIPES, END W ALLS, ETC. (FOR PIPES 48" & U ND ER) DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 2 8 - J U L - 2 0 1 4 1 3 : 1 7 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p s h 3 A . d g n $ $ $ $ U S E R N A M E $ $ $ $ TO TALS LJ JW G . D . I . F R A M E W I T H T W O G R A T E S S T D . 8 4 0 . 2 2 G . D . I . ( N . S . ) F R A M E W I T H T W O G R A T E S S T D . 8 4 0 . 2 4 G . D . I . ( N . S . ) F R A M E W I T H G R A T E S T D . 8 4 0 . 2 9 SIZE A B Q U A N T I T I E S F O R D R A I N A G E S T R U C T U R E S ENDW ALLS STATIO N 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 ’ T H R U 1 0 . 0 ’ 1 0 . 0 ’ A N D A B O V E * T O T A L L . F . F O R P A Y Q U A N T I T Y S H A L L B E C O L . ’ A ’ + ( 1 . 3 X C O L . ’ B ’ ) F R O M T O TYPE O F GRATE FE GC . B . S T D . 8 4 0 . 0 1 O R S T D . 8 4 0 . 0 2 ABBREVIATIO N S L O C A T I O N ( L T , R T , O R C L ) REM ARKS 12"15"18"24"30"36"42"48"12"36"42"48" STANDARD 840.03 AN D HO O D FRAM E, GRATES CU. YDS. O R G AUG E THICKNESS *FT. LIN. T O P E L E V A T I O N I N V E R T E L E V A T I O N I N V E R T E L E V A T I O N S L O P E C R I T I C A L O THERW ISE) N O TED (UNLESS STD. 838.80 O R STD. 838.11 STD. 838.01, C.B. N .D.I. D.I. J.B. M .H. CATCH BASIN N ARRO W DRO P IN LET DRO P IN LET JUNCTIO N BO X M AN HO LE TRAFFIC BEARING DRO P IN LETT.B.D.I. T.B.J.B.TRAFFIC BEARING JUNCTIO N BO X G .D.I.G RATED DRO P INLET G .D.I. (N .S.) (NARRO W SLO T) GRATED DRO P IN LET 48"42"36"30"24"18"15" D R O P I N L E T C A T C H B A S I N S E C T I O N T R A N S I T I O N A L C O N C R E T E (RCP, CSP, CAAP, HDPE, or PVC) DRAINAG E PIPE C O N C . C O L L A R S C L . " B " C . Y . S T D 8 4 0 . 7 2 C O N C . & B R I C K P I P E P L U G , C . Y . S T D . 8 4 0 . 7 1 P I P E R E M O V A L L I N . 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 ALUM IN UM PIPE CO RRUG ATED 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 I P E ( C L A S S V ) * * " R . C . P I P E C U L V E R T S , C O N T R A C T O R D E S I G N P I P E * * " R . C . P I P E C U L V E R T S , C O N T R A C T O R D E S I G N P I P E 1 5 " S I D E D R A I N P I P E 1 8 " S I D E D R A I N P I P E (CLASS IV) R.C. PIPE RT N O TE: 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". 4-25-13 4-25-13 IN CU BIC YARD S SU M M ARY OF EARTH W ORK T . B . D . I . S T D . 8 4 0 . 3 5 NO TE: CO NTRACT LUM P SUM PRICE FO R "G RADING ." REM O VAL O F EXISTING PAVEM ENT W ILL BE PAID FO R AT THE CLEARING AND G RUBBING , BREAKING O F EXISTING PAVEM ENT AND STRUCTURE EXCAVATIO N, BO RRO W EXCAVATIO N, FINE G RADING , APPRO XIM ATE Q UANTITIES O NLY, UNCLASSIFIED EXCAVATIO N, 1 T . B . J . B . S T D . 8 4 0 . 3 4 M A N H O L E F R A M E A N D C O V E R S T D 8 4 0 . 5 4 560 RT RT 2 G . D . I . T Y P E " B " S T D . 8 4 0 . 1 8 O R 8 4 0 . 2 7 -Y- 11+08.17 -Y- 11+61.93 -Y- 11+34.14 2 3 -Y- 12+08.50 -Y- 14+30.00 RT RT 6012 36.99 33.90 38.04 33.72 33.90 33.72 33.72 33.62 38.02 33.96 -Y- 14+30.00 RT 3 31.3533.96OUT -Y- 18+34.99 RT 4 38.13 34.26 -Y- 18+34.99 RT 4 O UT 34.26 31.82 -Y- 21+54.00 RT 5 38.70 35.67 RT 5 O UT 35.67 35.51-Y- 21+54.00 26 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 26 -Y- 17+84.38 RT 6 -L- 12+43.52 - 16+10.31 -Y- 10+63.54 - 22+00.00 1041 480 4358 3878 2152 2155 0 0 4 1 166 -Y- 11+09.36 RT 7 REM O VE EXISTING 12" RCP & C.B. REM O VE EXISTING 12" RCP 8RT-Y- 10+82.02 37.83 71 92OUT B-4565 46 60 106 111 REPLACE EXISTING D.I. W ITH C.B. UN DERCUT (CO N TIN G EN CY)200 240 200 200 68 152 R E V I S I O N S SHEET N O .PRO JECT REFERENCE N O . 2 8 - J U L - 2 0 1 4 1 3 : 1 7 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p s h 4 a . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 SEE SHEET 5A MATCHLINE -Y- STATION 16+00 4AB-4565 ELEV 39.13 E 2417465.2638 N 550606.7100 CONTROL POINT BL2-8 ELEV 37.97 E 2417727.7879 N 550293.8806 CONTROL POINT BL2-7 ELEV 40.32 E 2417630.6727 N 550750.8877 CONTROL POINT 1097 ELEV 40.12 E 2417781.7193 N 550867.0681 CONTROL POINT 1872 61.70 RT -L- 16+10.31 47.87 RT -L- 12+43.52 E 2417387.5357N 550470.6958 66.50 RT -Y- 11+81.40 E 2 4 1 8 2 3 9 . 3 4 8 2 N 5 4 9 6 7 4 . 6 0 5 6 40.33 RT -Y- 15+00.00 39.20 RT -Y- 13+13.54 NC GRID NAD 83/NSRS 2007 100’ RADIUS FC W ATER VALVE AND M ETER ADJUST EXISTING PIPE INLET AND 12" CONCRETE REM OVE EXISTING DROP m onolithic island Rem ove existing AND GUTTER PROPOSED 2’ 6" CURB LO CATIO N NO . PARCEL PRO PERTY O W N ER N AM E RIGH T OF W AY AREA SU M M ARY [ACRES] AREA TO TAL PARCEL [ACRES] (RIGHT O F W AY) AREA TO BE PURCHASED [ACRES] REM AININ G PARCEL AREA 17 20 [ACRES] (CO NST. EASEM ENT) AREA TO BE DEDICATED RT -Y- RT -Y- .006 .09 21 LT -Y-0.05 22 0 0.007 23 0.005 LT -Y- LT -Y- SPUR SERVICE CENTER INC. DANNY LEE W EBB M ELVIN M O ZIN GO ERNEST L. EVERETT, ET UX G EO RGE & G LO RIA PAYTO N 0.9 27.18 27.09 8.76 8.71 0.23 0.223 0.61 .605 .02 0 62.70 RT -Y- 15+58.77 26.00 LT -Y- 16+00.00 61.48 RT -L- 14+43.50 RT 173.07 -Y- 10+81.43 0.88 AND W IDENING BEGIN M ILLING, RESURFACING BEGIN M ILLING AND RESURFACING BEGIN M ILLING AND RESURFACING 370’ FEET W EST ENG IN EER EN GIN EER PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D HYDRAULICSROADWAY DESIG N T S T S IN V = 2 7 . 5 1’ IN V = 2 6 . 8 5 ’ DI DI 3 0 " R C P DI D I D I BST O V E R H E A D L I N E O V E R H E A D L IN E O V E R H E A D L IN E OVERHEAD LINE O V E R H E A D L IN E OVERHEAD LINE OVERHEAD LINE O V E R H E A D L IN E O V E R H E A D L IN E O V E R H E A D L IN E DB 1093 PG 761 DANNY LEE W EBB M B 003 PG 117 DB 1121 PG 701 SPUR SERVICE CENTER INC. MB 16 PG 118 DB 1450 PG 224 PC 007 PG 15 TABERNACLE FW B CHURCH PC 002 PG 317 DB 1141 PG 416 DB 1143 PG 286 DB 1241 PG 678 M AJAL, LLC M AJAL, LLC DB 1241 PG 678 PC 007 PG 119 PC 007 PG 119 ERNEST L. EVERETT, ET UX DB 1257 PG 511 PC 003 PG 246 252.05’ 173.90’ 197.92’ 18 8. 7 5’ 714.13’ 331.67’ 68.13’ 114 . 3 5 ’ 188.88’ E IP EIP MTL CANOPY M ELVIN M OZINGO DB 919 PG 532 M B 004 PG 68 NDR 194.96’ 14 6 . 4 3 ’ N C 11/ 5 5 US70 WESTBOUND LANE US70 WESTBOUND LANE 15 5 . 4 0 ’ 2 0 0 . 0 0 ’ EXISTING R/W EXISTING R/W C O N C 20"CONC C&G MON W ELLS CONC 3 0 "C O N C C & G BST LT BASES A B A N D 2 S F D BST BST 1 7 7 . 0 0 ’ M ON W ELL OVERHEAD LINE OVERHEAD LINE OVERHEAD LINES 100.00’ E X IS T IN G R / W E X IS T IN G R / W D I O V E R H E A D L IN E O V E R H E A D L IN E 101 104 107108 10 ’ GR 16 17 18 19 21 20 22 23 GEORGE & GLORIA PAYTON US70 EASTBOUND LANE 1 0 1 5 2 0 15 POT -Y- 10+00.00 POT -L- 21+65.91 POT -L- 10+00.00 PC -Y- 14+33.56 4 6 0 ’ 200’650’ 3 1 2 7 8 C F F F F F F F F F F F F F F F F F F F F F F F F F C C IN V = 2 6 . 8 5 ’ 3 0 " R C P IN V = 2 7 . 5 1’ 12 " R C P 12 " R C P 18" RCP T S T D I S DI DI D I D I 75.50 LT 13+11.19 Y 72.45 LT 15+08.70 Y 71.95 LT 15+39.47 Y 71.72 LT 15+58.92 Y 61.72 LT 15+58.82 Y 65.50 LT 13+11.26 Y 84.50 RT 12+50.00 Y 99.50 RT 12+50.00 Y 99.50 RT 12+69.22 Y 102.85 RT 15+25.00 Y 84.50 RT 11+53.25 Y 126.47 RT 11+20.96 Y 5 0 ’ S E E S H E E T 4 A M A T C H L I N E - Y - S T A T I O N 1 6 + 0 0 R E V I S I O N S SHEET N O .PRO JECT REFERENCE N O . 2 8 - J U L - 2 0 1 4 1 3 : 1 7 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p s h 5 a . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 5AB-4565 ELEV 39.45 E 2417934.6377 N 550963.9977 CONTROL POINT BL2-9 ELEV 37.99 E 2418358.2711 N 551129.1257 CONTROL POINT 1500 -Y- STA 21+60.28 E 2418782.9445 N 551379.6578 N C G R I D N A D 8 3 / N S R S 2 0 0 7 ELEV 37.92 E 2418717.0465 N 551386.4651 CONTROL POINT M S10 49.65 RT -Y- 18+49.46 48.00 RT -Y- 18+91.48 26.00 LT -Y- 19+81.18 RESURFACE TO NEUSE RIVER BRIDGE SEE TYPICAL #7 AND #8 ENG IN EER EN GIN EER PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D HYDRAULICSROADWAY DESIG N 116 629. 5 9 *B L 36 2 1 *E L 3 6 2 1 12" RCP INV=31.66’ INV=33.65’ 8 " C M P INV=29.13’ I N V = 3 7 . 4 9 ’ 54.34’ OVERHEAD LINE OVERHEAD LINE O V E R H E A D L IN E OVERHEAD LINE OV ERHEAD LINE OVERHEAD LINE OVERHEAD LINE OVERHEAD LINE O V ERHEAD LINE OV ERHEA D LINE EXISTING R/W EXISTING R/WEIP RUBEN C. STROUD DB 1142 PG 742 DB 1178 PG 285 LENOIR COUNTY KINSTON AUTO & TRUCK SALVAGE, INC. DB 1055 PG 357 PC 005 PG 241 1 3 7 . 6 4 ’ 232.69’ 152.86’ 93.23’EXIST R/W MON EXIST R/W MON DB 1003 PG 804 6 0. 0 0 ’ EXISTING R/W EXISTING R/W JAM ES HODGES JR., ET AL M E L VI N M O ZI N G O D B 9 1 9 P G 5 3 2 M B 0 0 4 P G 6 8 48" CHL 48" CHL 15’ BST GR.16 5 . 2 7 ’ W. C AS WE LL S T . 16 ’ B S T NC11/55 53’ BST BST PA 1 2 ’ B S T 8 ’ B S T 8 ’ G R ABAND2SFD 1 5 0 . 0 0 ’ 119 12 0 121 122 123 124 12 5 12 6 127 128 24 25 26 27 D L = 547.62’ T = 275.53’ R = 2,000.00’ PI Sta 17+09.10 -Y- PT Sta. 19+81.18 2 0 2 5 PI Sta. 26+77.24 6’R 2 ’ R 50 15 4 5 6 F F F F F F F F F F F F F F F F F F F F F F F F F F FF F F INV=29.13’ INV=31.66’12" RCP 8 " C M P INV=33.65’ I N V = 3 7 . 4 9 ’ 5 / 1 4 / 9 9 SHEET NO .PRO JECT REFEREN CE N O . HYDRAULICSROADWAY DESIG N EN GINEER EN GINEER 6B-4565 2 8 - J U L - 2 0 1 4 1 3 : 1 7 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p s h 6 . d g n $ $ $ $ U S E R N A M E $ $ $ $ PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D 11 12 13 14 15 16 17 18 19 20 21 0 10 20 30 40 50 1"=10’ VERT. SCALE: 1"=50’ HO RIZ. -Y- PRO FILE 0 10 20 30 40 50 ELEV.= 39.45 E=2417934.6377 N=550963.9977 21.35’ LT -Y- STA 17+34.59 CONTROL POINT #BL-9 ELEV.= 39.13 E=2417465.2638 N=550606.7100 48.66’ LT -Y- STA 11+48.91 CONTROL POINT #BL-8 PI = 12+76.96 EL = 40.39’ (+)0.2034%(-)0.2026% 4 0 . 0 3 PI = 14+30.00 EL = 40.08’ (-)0.2026%(+)0.2176% PI = 16+00.00 EL = 40.45’ (+)0.2176%(-)0.2426% PI = 18+34.99 EL = 39.88’ (-)0.2426%(+)0.2361% PI = 19+62.03 EL = 40.18’ (+)0.2361%(-)0.2825% 3 9 . 6 2 ELEV 39.62 -Y- 21+60.28 END GRADE ELEV 40.03 -Y- 11+00.00 BEGIN GRADE R E V I S I O N S SHEET N O .PRO JECT REFERENCE N O . 7B4565 2 8 - J U L - 2 0 1 4 1 3 : 1 7 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p s h 7 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 C A B D E F G H I J L K NORTHING EASTING DESCRIPTION C A B D E F G H I J L K NORTHING EASTING DESCRIPTION NORTHING EASTING DESCRIPTIONNORTHINGEASTINGDESCRIPTION PT PC 550520.6455 2417480.7003 550519.5335 2417481.7071 550521.7575 2417479.6936M N O NORTHING EASTING DESCRIPTIONNORTHINGEASTINGDESCRIPTION Q R S T U V W X Y C A B C A B C A B C A B D E F G H I J L K D E F G H I J L K M N P D E F G H I J L K D E F G H I J L K M N P Q R Q R DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA ISLAND LAYOU T (NOT TO SCALE) Z 1.5’ RADIUS 550436.0180 2417508.2956 550435.3738 2417505.8800 550433.5473 2417504.1730 PC 2’ RADIUS FC PT A B C D E F G H I J 550454.9274 2417481.2964 550483.6297 2417481.5235 550503.8252 2417503.8300 550501.9719 2417505.5079 550501.3548 2417507.9305 550469.3866 2417633.4227 550469.1741 2417494.6111 K LM O P Q R S T PC PT PC 2’ RADIUS FC 550690.0541 2417667.8162 550740.3911 2417723.4147 550790.7281 2417779.0131 550855.0998 2417850.1131 U V W X Y Z AA BB CC DD EE FF GGHHII 550916.6889 2417904.0145 550932.5291 2417926.9643 550947.9378 2417949.9662 550942.8888 2417953.6214 550937.8398 2417957.2765 550986.4294 2418029.1374 550987.2720 2418028.5989 550988.0093 2418027.9234 551013.9915 2418056.2855 551033.9732 2418091.9680 551063.1865 2418147.4599 551061.3983 2418148.4480 551059.6100 2418149.4362 551044.9101 2418124.0889 551012.6417 2418070.1501 1999.5’ RADIUS PT PC PC PT 1’ RADIUS PC PT 2000’ RADIUS PC PC PT PT 2’ RADIUS 6’ RADIUS PC CL 1’ GAP CL 1’ GAP CL 1’ GAP CL 1’ GAP CL 1’ GAP CL 1’ GAP 19’ RADIUS FC 130’ RADIUS FC N P 550650.4087 2417624.0269 CL 1’ GAP 550560.6910 2417524.4732 550610.2895 2417580.2895 (N O T TO SCALE) VICIN ITY M AP 33773.1.1 PE 33773.2.1 RW 33773.3.1 CO N ST GRAPH IC SCALE Prepared in the Office of: D IVISION OF H IGH W AYS STATE OF NORTH CAROLINA 2 8 - J U L - 2 0 1 4 1 3 : 1 9 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ E C 1 . D G N $ $ $ $ U S E R N A M E $ $ $ $ Tem porary Rock Sedim ent D am Type A Tem porary Rock Sedim ent D am Type B Tem porary Silt Fence Roadway Standard D rawings The following roadway english standards as appear in "Roadway Standard D rawings"- Roadway D esign revison thereto are applicable to this project and by reference hereby are considered a part of these plans. Rock Pipe Inlet Sedim ent Trap Type A 1634.01 1634.02 1635.01 1605.01 1630.01 Tem porary Berm s and Slope D rains 1606.01 1622.01 Special Sedim ent Control Fence Riser Basin 1635.02 Rock Pipe Inlet Sedim ent Trap Type B 1604.01 Railroad Erosion Control D etail 1607.01 G ravel Construction Entrance 2012 STAND ARD SPECIFICATIONS NATU RAL RESOU RCES D IVISION OF W ATER QU ALITY. ISSU ED BY TH E NORTH CAROLINA D EPARTM ENT OF ENVIRONM ENT AND NCG-010000 GENERAL CONSTRU CTION PERM IT EFFECTIVE AU GU ST 3, 2011 W ITH TH E REGU LATIONS SET FORTH BY TH E TH ESE EROSION AND SED IM ENT CONTROL PLANS COM PLY U nit - N. C. D epartm ent of Transportation - Raleigh, N . C., dated January 2012 and the latest 1630.05 Tem porary D iversion 1630.04 Stilling Basin 1630.03 Tem porary Silt D itch 1630.02 Silt Basin Type B 1630.06 Special Stilling Basin 1631.01 M atting Installation 1632.02 1632.01 Rock Inlet Sedim ent Trap Type B Rock Inlet Sedim ent Trap Type A 1632.03 Rock Inlet Sedim ent Trap Type C 1633.01 1633.02 Tem porary Rock Silt Check Type B Tem porary Rock Silt Check Type A 1640.01 Coir Fiber Baffle 1645.01 Tem porary Stream Crossing D IVISION 2 D D C G reenville, N C 27835 P O B ox 1587 Level IIIA A R T MEN N A S O H D E P T O F T R A S PORT T IO N T A TEOFN RT C AR O LI N A D IVISION TW O D D C U NIT 0 PLAN S 5025 STATE STATE PROJECT REFERENCE NO.NO. TOTAL SHEETS N.C. SHEET EC-1 STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION EROSION AND SEDIMENT CONTROL MEASURES CO NSTRU CTIO N. G RU BBING PH ASE O F FO R CLEARING AND ERO SIO N CO NTRO L PLANS TH IS PRO JECT CO NTAIN S Temporary Silt Ditch Temporary Silt Fence Silt Basin Type B Stilling Basin TDTemporary Diversion Temporary Rock Silt Check Type-B Temporary Rock Silt Check Type-A Temporary Rock Sediment Dam Type-A Temporary Rock Sediment Dam Type-B Type A Type B Type C A B C Temporary Silt Fence TSD Std. #Description Symbol Temporary Berms and Slope Drains Rock Inlet Sediment Trap: 1630.03 1630.05 1605.01 1622.01 1633.01 1634.01 1634.02 1635.01 1635.02 1630.04 1632.01 1632.02 1632.03 Rock Pipe Inlet Sediment Trap Type-A Rock Pipe Inlet Sediment Trap Type-B 1606.01 Special Sediment Control Fence Skimmer Basin Tiered Skimmer Basin Infiltration Basin Special Stilling Basin1630.06 Temporary Rock Silt Check Type-A with Matting and Polyacrylamide (PAM) Wattle/Coir Fiber Wattle Wattle/Coir Fiber Wattle with Polyacrylamide (PAM) 1630.02 1633.02 EW CFW DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA PLAN FOR PROPOSED HIGHWAY EROSION CONTROL B-4565 P R O J E C T : B - 4 5 6 5 See Sheet 1-A For Index of Sheets (N O T TO SCALE) VICIN ITY M AP 1357 1357 1345 1387 1386 1346 1346 1379 1348 1349 1350 1347 1348 1351 1352 1370 13741351 1363 1363 1369 1376 1360 1344 1367 1368 1373 1377 1381 1383 1900 1900 1357 1353 1354 1355 1353 1356 1364 D D D D 1813 1810 1845 1845 1814 18321747 1746 1569 1570 1361 1557 1830 1830 1829 1828 1811 q11 55 q58 q11 55 q11 55 q58 q11 55 rBUS 70 258 rBUS 70 258 rBUS 70 258 r70 r258 rBYP 70 258 1380 .33 .51 .12 .72 .08 .36 .27. 1 2 .08 .10 .16 . 0 8 . 0 9 . 0 8 .13 .10 . 0 2 . 1 7 .21 .32 . 05 . 2 8 . 0 5 .22 .5 0 . 0 7 .23 .30 . 2 2 . 0 6.20.10.1 4 .1 1 . 16 .13 .10.10 .07.09 .13 .10 .06.11.08.08 .05.07 .30.10 .09 . 2 7 1.3 4 .29.30 .71 .81.63 .53 .15 .30 . 4 0 4 1 .22 .25 .17 .0 7 . 1 0 .13 .02.02 . 0 7 .0 8 .07 . 0 7 . 5 7 . 6 7 1.02 .50.19 . 1 8 .40 .61 1.23 .34 .28 . 2 7 .42 . 3 5 .57 . 5 7 . 2 0 . 3 3 . 8 6 . 72 .37 .03 .13 . 8 8 . 4 6 .13 .30 .20 .10 1.08 . 71 .02 .04 . 3 8 .11 .21. 1 5 .22 .35.31 .07 Branch Branch Adkin RIVER F F F j F F F F F F H F 4 4 4 4 4 44 4 4 4 4 44 4 4 4 4 4 4 44 4 4 4 4 4 4 4 4 4 4 4 4 4 44 44 4 4 4 4 44444444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4444444444444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 444444444 4 4 4 4 4 4 44 4 4 4 4 4 4 4 4 44 4 4 4 4 4 44 4 4 4 4 4 4 4 44 4 4 4 4 1. 1 9 1. 0 9 Harveytown DupreevilleDupreeville KINSTO N PO P. 25,758POP. 25,758 Jackson Field F A U FAU FAU FAU FAU FAU F A U F A U 1. 3 5 FAU FAU FAU F A U F A U F A U . 4 1 F H M RAILROADRAILROAD ATLANTIC AND EAST CS X F Herit a g e St. M i t c h e l l S t . Vernon Ave. Ave.Vernon Q u e e n S t r e e t King St. T i f f a n y S t . Washington Ave. Highland Ave. R d . Caswell St.Caswell St. H u ll R d. C a r v e y Rd . .12 .02D .17.0 5 .05D. 0 2 D .36 . 1 2 . 1 0 . 39 . 1 4 .28.06D .37 .81 . 0 7 . 1 0 1836 . 2 9 1358 1552 1571 Q j .18.09 .24 1 . 0 8 .47 .40 .04 1 .0 0 .13 .14 1385 1387 DD .08 . 1 3 .08 1348 .03 .02 D D .6 . 1 1 rBYP 70 258 .97 .13 E C 2 EC 3 B-4565 PRO JECT NC GRID NAD 83/NSRS 2007 NC GRID NAD 83/NSRS 2007 Certification #3332 Josh Wilder G R. 8’ G R R E V I S I O N S SHEET N O .PRO JECT REFERENCE N O . 2 8 - J U L - 2 0 1 4 1 3 : 1 9 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ E C 2 . D G N $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 B-4565 THE EN G IN EER. N O TES: AN Y DEVIATIO N FRO M O PTIO N S G IVEN W ILL REQ UIRE PRIO R APPRO VAL BY EN G IN EER. ADDITIO N AL ERO SIO N CO N TRO L DEVICES M AY N EED TO BE IN STALLED AS DIRECTED BY THE EN G IN EER. CO N TRACTO R SHALL IN STALL SPECIAL SEDIM EN T CO NTRO L FENCE O R W ATTLES IN LO W AREAS O F SILT FEN CE AS N EEDED O R DIRECTED BY SITE DESCRIPTION SOIL STABILIZATION TIM EFRAM ES STABILIZATION TIME 7 DAYS TIMEFRAME EXCEPTIONS PERIM ETER DIKES, SW ALES, DITCHES AND SLOPES HIGH QUALITY W ATER (HQW ) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10’ OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOW ED. NONE SLOPES 3:1 OR FLATTER 14 DAYS 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50’ IN LENGTH. ALL OTHER AREAS W ITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIM ETERS AND HQW ZONES. Std. #Description Symbol 1605.01 1632.03 Rock Inlet Sediment Trap Type C SP High Vis Temporary Silt Fence Wattle with Polyacrylamide SP Wattle Ditch Flow Line EC-2 NC GRID NAD 83/NSRS 2007 SEE SHEET EC-3 MATCHLINE -Y- STATION 16+00 2 POT -Y- 10+00.00 POT -L- 21+65.91 POT -L- 10+00.00 PC -Y- 14+33.56 CP&L AA23AU AA24AU CP&LT213037.881353RT30W 214438.63 FF11AU CP&L S228141.05 T230738.3570ER1N7DE98 CP&L S242238.0330.64 29.90 29.67 IN V = 2 7 . 5 1’ IN V = 2 6 . 8 5 ’ DI DI 3 0 " R C P 12 " R C P 12 " R C P DI D I D I BST O V E R H E A D L I N E O V E R H E A D L IN E O V E R H E A D L IN E OVERHEAD LINE O V E R H E A D L IN E OVERHEAD LINE OVERHEAD LINE O V E R H E A D L IN E O V E R H E A D L IN E O V E R H E A D L IN E DB 1093 PG 761 DANNY LEE W EBB M B 003 PG 117 DB 1121 PG 701 SPUR SERVICE CENTER INC. MB 16 PG 118 DB 1450 PG 224 PC 007 PG 15 TABERNACLE FW B CHURCH PC 002 PG 317 DB 1141 PG 416 DB 1143 PG 286 DB 1241 PG 678 M AJAL, LLC M AJAL, LLC DB 1241 PG 678 PC 007 PG 119 PC 007 PG 119 ERNEST L. EVERETT, ET UX DB 1257 PG 511 PC 003 PG 246 252.05’ 173.90’ 197.92’ 18 8. 7 5’ 114 . 3 5 ’ 188.88’ E IP EIP MTL CANOPY M ELVIN M OZINGO DB 919 PG 532 M B 004 PG 68 NDR 194.96’ 14 6 . 4 3 ’ N C 11/ 5 5 US70 WESTBOUND LANE US70 WESTBOUND LANE 15 5 . 4 0 ’ 2 0 0 . 0 0 ’ EXISTING R/W EXISTING R/W C O N C 20"CONC C&G MON W ELLS CONC 3 0 "C O N C C & G BST LT BASES A B A N D 2 S F D BST BST 1 7 7 . 0 0 ’ M ON W ELL OVERHEAD LINE OVERHEAD LINE OVERHEAD LINES 100.00’ E X IS T IN G R / W E X IS T IN G R / W D I 18" RCP (CONTINUES?) O V E R H E A D L IN E O V E R H E A D L IN E100 102 103 105106 110 111112 114 11710 ’ GR 16 17 18 19 21 20 22 23 GEORGE & GLORIA PAYTON US70 EASTBOUND LANE 4 6 0 ’ 200’650’ 3 1 2 7 8 C F F F F F F F F F F F F F F F F F F F F F F F F C C 5 0 ’ R E V I S I O N S SHEET N O .PRO JECT REFERENCE N O . 2 8 - J U L - 2 0 1 4 1 3 : 1 9 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ E C 3 . D G N $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 EC-3B-4565 N C G R I D N A D 8 3 / N S R S 2 0 0 7 THE EN GIN EER. N O TES: ANY DEVIATIO N FRO M O PTIO N S G IVEN W ILL REQ UIRE PRIO R APPRO VAL BY EN G IN EER. ADDITIO N AL ERO SIO N CO N TRO L DEVICES M AY N EED TO BE INSTALLED AS DIRECTED BY THE EN G IN EER. CO N TRACTO R SHALL IN STALL SPECIAL SEDIM EN T CO N TRO L FEN CE O R W ATTLES IN LO W AREAS O F SILT FENCE AS N EEDED O R DIRECTED BY SITE DESCRIPTION SOIL STABILIZATION TIM EFRAM ES STABILIZATION TIME 7 DAYS TIMEFRAME EXCEPTIONS PERIM ETER DIKES, SW ALES, DITCHES AND SLOPES HIGH QUALITY W ATER (HQW ) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10’ OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOW ED. NONE SLOPES 3:1 OR FLATTER 14 DAYS 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50’ IN LENGTH. ALL OTHER AREAS W ITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIM ETERS AND HQW ZONES. Std. #Description Symbol 1605.01 1632.03 Rock Inlet Sediment Trap Type C SP High Vis Temporary Silt Fence Wattle with Polyacrylamide SP Wattle Ditch Flow Line S E E S H E E T E C - 2 M A T C H L I N E - Y - S T A T I O N 1 6 + 0 0 D L = 547.62’ T = 275.53’ R = 2,000.00’ PI Sta 17+09.10 -Y- PT Sta. 19+81.18 PI Sta. 26+77.24 4 5 6 6’R 2 ’ R 12" RCP 8 " C M P 54.34’ OVERHEAD LINE OVERHEAD LINE O V E R H E A D L IN E OVERHEAD LINE OV ERHEAD LINE OVERHEAD LINE OVERHEAD LINE OVERHEAD LINE O V ERHEAD LINE OV ERHEA D LINE EXISTING R/W EXISTING R/WEIP RUBEN C. STROUD DB 1142 PG 742 DB 1178 PG 285 LENOIR COUNTY 2 7 2 . 1 9 ’ KINSTON AUTO & TRUCK SALVAGE, INC. DB 1055 PG 357 PC 005 PG 241 7 4 . 17 ’ 1 3 7 . 6 4 ’ 232.69’ 93.23’EXIST R/W MON EXIST R/W MON DB 1003 PG 804 6 0. 0 0 ’ EXISTING R/W EXISTING R/W JAM ES HODGES JR., ET AL M E L VI N M O ZI N G O 48" CHL 48" CHL 15’ BST GR.16 5 . 2 7 ’ W. C AS WE LL S T . 16 ’ B S T NC11/55 53’ BST BST PA 1 2 ’ B S T 8 ’ B S T 8 ’ G R ABAND2SFD 1 5 0 . 0 0 ’ 24 25 26 27 F F F F F F F F F F F F F F F F F F F F F F F F F F FF F F R E V I S I O N S SHEET N O .PRO JECT REFERENCE N O . 2 8 - J U L - 2 0 1 4 1 3 : 1 9 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ E C 4 . D G N $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 MATTING INSTALLATION DETAIL M A TTIN G IN D ITC H ES M A TTIN G O N SLO PES BACKFILL MATTING SHALL BE PLACED IN TRENCH AND BACKFILLED 18" (MIN.) 6" MIN STAPLES ON 1’ CENTERS IN TRENCH EXISTING GROUND 6" (MIN.) SL O PE STAPLES ON 1’ CENTERS IN TRENCH A B A B A 4" 4" 10" 10" 10" DIAGRAM B DIAGRAM A 10" 6" 30’ C 4" 4" 30’ C STAPLE CHECK 10" 4" 4" Staple Check Staple Staple Check Pattern DIAGRAM c 1 1 / 2 ’ 6’ 3’ 3’ Staple T E M P O R A R Y S I L T F E N C E T E M P O R A R Y S I L T F E N C E 1605.01 1605.01 CROSS SECTION CROSS SECTION TRAPEZOIDAL DITCH VEE DITCH ISOMETRIC VIEW TOP VIEW WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL ISOMETRIC VIEW A A A A SILT FENCE WATTLE BREAK DETAIL SIDE VIEW VIEW FROM SLOPE EC-4B-4565 NOTES: THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION. STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1 INCH AND NOT LESS THAN 6 INCHES IN LENGTH. NOT TO SCALE FILTER FABRIC COMPACTED FILL WIRE NOTES OF 6 LINE WIRES WITH 12" STAY SPACING. DIRECTED BY THE ENGINEER. FILTER FABRIC 8" 4" WIRE INTO TRENCH EXTENSION OF FABRIC AND 8’ MAX. WITH WIRE (6’ MAX. WITHOUT WIRE) 1 1 1 1 SHALL BE 12 GAUGE MIN. MIDDLE AND VERTICAL WIRES SHALL BE 10 GAUGE MIN. TOP AND BOTTOM STRAND R A L E I G H , N . C . D I V I S I O N O F H I G H W A Y S D E P T . O F T R A N S P O R T A T I O N N O R T H C A R O L I N A S T A T E O F R A L E I G H , N . C . D I V I S I O N O F H I G H W A Y S D E P T . O F T R A N S P O R T A T I O N N O R T H C A R O L I N A S T A T E O F SHEET OF SHEET OF E N G L I S H S T A N D A R D D R A W I N G F O R E N G L I S H S T A N D A R D D R A W I N G F O R STEEL POST - 2’-0" DEPTH USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE WIRE AS PROVIDE 5’-0" STEEL POST OF THE SELF-FASTENER ANGLE STEEL TYPE. NOT TO SCALE NATURAL GROUND NATURAL GROUND FLOW 2’(MAX.) EDGE OF PAVEMENT PAVEM ENT SHLD. SLOPE BACK SLOPEDITCH STAKE 2’ UPSLOPE MATTING STAKE 2’ DOWNSLOPE STAKE 2’ UPSLOPE MATTING STAKE 2’ DOWNSLOPE 6’(MIN.) 12"(MIN.) EXCELSIOR WATTLE STAKE UPSLOPE STAKE DOWNSLOPE MATTING MATTING See Inset C INSET C See Inset B INSET B STAPLES VAR. 2’(MIN.) 2 IN. See Inset A INSET A STAKES PAM PAM (1 OZ.) (1 OZ.) PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE TO BE APPLIED TO EACH WATTLE. LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE U SHAPE NOT LESS THAN 12" IN LENGTH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A TO WEDGE WATTLE TO BOTTOM OF DITCH. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE. NOTES: PAM (2 OZ.) FLOW PAM (1 OZ.) PAM (1 OZ.) NOT TO SCALE MATERIAL FILL OF FILL TOE FILL SLOPE FENCE SILT GRADE ROAD WATTLE SILT FENCE 3 FT. 2 FT. 6" SILT FENCE POST POST SILT FENCE STAKE 2’ WOODEN 2" 10"-11" STAPLE 9 FT. DOWNSLOPE STAKE UPSLOPE STAKE SEE INSET A 12" WATTLE 12" WATTLE 1"-2" TRENCH INSET A STANDARD SPECIFICATIONS. INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED. WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. BOTH SIDES OFINSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON U SHAPE NOT LESS THAN 12" IN LENGTH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A ANGLE TO WEDGE WATTLE TO GROUND. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. DO NOT PLACE WATTLE ON TOE OF SLOPE. EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED. USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE AND LENGTH OF 10 FT. NOTES: R E V I S I O N S HYDRAULICSROADWAY DESIG N ENG IN EER EN GIN EER R/W SHEET NO . SHEET N O .PRO JECT REFERENCE N O . PM 1B-4565 2 8 - J U L - 2 0 1 4 1 3 : 1 9 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p m 1 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D SEE SHEET PM2 MATCHLINE -Y- STATION 16+00 1 0 1 5 2 0 10 15 12 " R C P 12 " R C P DB 1093 PG 761 DANNY LEE W EBB M B 003 PG 117 DB 1121 PG 701 SPUR SERVICE CENTER INC. MB 16 PG 118 DB 1450 PG 224 PC 007 PG 15 TABERNACLE FW B CHURCH PC 002 PG 317 DB 1141 PG 416 DB 1143 PG 286 DB 1241 PG 678 M AJAL, LLC M AJAL, LLC DB 1241 PG 678 PC 007 PG 119 PC 007 PG 119 ERNEST L. EVERETT, ET UX DB 1257 PG 511 PC 003 PG 246 252.05’ 173.90’ 197.92’ 18 8. 7 5’ 714.13’ 331.67’ 49.54’ 114 . 3 5 ’ 188.88’ E IP EIP M ELVIN M OZINGO DB 919 PG 532 M B 004 PG 68 NDR 194.96’ 14 6 . 4 3 ’ 2 2 4 .6 5 ’ 15 5 . 4 0 ’ 2 0 0 . 0 0 ’ EXISTING R/W EXISTING R/W 1 7 7 . 0 0 ’ 100.00’ E X IS T IN G R / W E X IS T IN G R / W 16 17 18 19 21 20 22 23 GEORGE & GLORIA PAYTON R E V I S I O N S HYDRAULICSROADWAY DESIG N ENG IN EER EN GIN EER R/W SHEET NO . SHEET N O .PRO JECT REFERENCE N O . 2 8 - J U L - 2 0 1 4 1 3 : 1 9 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ p m 2 . d g n $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D PR OFESSIO NA L SEAL 16710 E NGINEER N ORTH CARO LINA DOOGILLA .H E NY A W D B-4565 PM2 S E E S H E E T P M 1 M A T C H L I N E - Y - S T A T I O N 1 6 + 0 0 2 0 2 5 54.34’ EXISTING R/W EXISTING R/WEIP RUBEN C. STROUD DB 1142 PG 742 DB 1178 PG 285 LENOIR COUNTY 2 7 2 . 1 9 ’ KINSTON AUTO & TRUCK SALVAGE, INC. DB 1055 PG 357 PC 005 PG 241 7 4 . 17 ’ 1 3 7 . 6 4 ’ 232.69’ 152.86’ 93.23’EXIST R/W MON EXIST R/W MON DB 1003 PG 804 6 0. 0 0 ’ EXISTING R/W EXISTING R/W JAM ES HODGES JR., ET AL 48" CHL 48" CHL 15’ BST GR.16 5 . 2 7 ’ W. C AS WE LL S T . 16 ’ B S T NC11/55 53’ BST BST PA 1 2 ’ B S T 8 ’ B S T 8 ’ G R 1 5 0 . 0 0 ’ 24 25 26 27 R e v 3 / 6 / 0 1 PRO J. REFEREN CE N O .SHEET N O . IN CU BIC YARD S DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA UN CLASSIFIED EXCAVATIO N CRO SS-SECTIO N SU M M ARY EM BAN KM EN T 2 8 - J U L - 2 0 1 4 1 3 : 1 9 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ x 1 a . d g n $ $ $ $ U S E R N A M E $ $ $ $ LO CATIO N X-1A UN DERCUT N O TE: EM BAN KM EN T CO LUM N DO ES N O T IN CLUDE BACKFILL FO R UN DERCUT. 0 0 0 0 0 NO TE: 0 0 0 CO NTRACT LUM P SUM PRICE FO R "G RADING ." AND REM O VAL O F EXISTING PAVEM ENT W ILL BE PAID FO R AT THE BO RRO W EXCAVATIO N, FINE G RADING , CLEARING AND G RUBBING APPRO XIM ATE Q UANTITIES O NLY. UNCLASSIFIED EXCAVATIO N, 0 UN CLASSIFIED EXCAVATIO N EM BAN KM EN T LO CATIO N UN DERCUT B-4565 (-Y-) (-L-) 10+63.54 11+00.00 11+06.33 11+50.00 11+61.43 11+81.40 12+00.00 12+50.00 12+76.96 13+00.00 13+13.54 13+50.00 14+00.00 14+30.00 14+50.00 15+00.00 15+50.00 15+58.61 16+00.00 16+50.00 17+00.00 17+50.00 18+00.00 18+34.99 18+49.39 18+50.00 19+00.00 19+50.00 20+00.00 20+50.00 21+00.00 21+50.00 21+60.28 UN CLASSIFIED EXCAVATIO N EM BAN KM EN T LO CATIO N UN DERCUT (-Y-) 0 2 0 0 0 0 0 1 50 88 53 140 251 141 96 313 241 27 5 89 3 111 4 194 4 275 5 289 4 134 2 46 0 2 12 182 10 165 9 144 11 115 9 74 7 26 1 3 0 115 26 101 13 24 23 50 16 8 4 9 7 2 2 8 5 1 21 13 1 8 1 8 8 7 4 0 134 135 25 187 26 142 91 54 55 0 16+00.00 15+50.00 15+07.36 15+00.00 14+50.00 14+43.50 14+00.00 13+50.00 13+00.00 12+50.00 0 2 8 - J U L - 2 0 1 4 1 3 : 2 0 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ x p l _ v e r t . d g n $ $ $ $ U S E R N A M E $ $ $ $ SHEET N O . 1 0 / 2 6 / 9 8 0 PRO J. REFEREN CE N O . 3 5 3 5 4 0 4 0 3 0 3 0 1 2 + 4 3 . 5 2 3 5 3 5 4 0 4 0 3 0 3 0 1 2 + 5 0 . 0 0 3 5 3 5 4 0 4 0 3 0 3 0 1 3 + 0 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 3 + 5 0 . 0 0 3 5 3 5 4 0 4 0 3 0 3 0 1 4 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 2 5 2 5 1 4 + 4 3 . 5 0 3 0 3 0 3 5 3 5 4 0 4 0 2 5 2 5 1 4 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 2 5 2 5 1 5 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 2 5 2 5 1 5 + 0 7 . 3 6 3 0 3 0 3 5 3 5 4 0 4 0 2 5 2 5 1 5 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 2 5 2 5 1 6 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 2 5 2 5 1 6 + 1 0 . 3 1 X-1B-4565 - L - 5 1 0 3 :1 3 :13 :1 4 . 0 0 % 3 :1 4 . 0 0 % 3 :1 4 . 0 0 % 3 :1 4 . 0 0 % 3 :1 4 . 0 0 % 3 :1 4 . 0 0 % 3 :1 2 8 . 0 9 3: 1 3 :1 2 8 . 2 4 3: 1 2 8 - J U L - 2 0 1 4 1 3 : 2 0 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ x p l _ v e r t . d g n $ $ $ $ U S E R N A M E $ $ $ $ SHEET N O . 1 0 / 2 6 / 9 8 0 PRO J. REFEREN CE N O . 4 0 4 0 3 5 3 5 1 0 + 5 0 . 0 0 4 0 4 0 3 5 3 5 1 0 + 6 3 . 5 4 4 0 4 0 4 5 4 5 3 5 3 5 1 1 + 0 0 . 0 0 4 0 4 0 4 5 4 5 3 5 3 5 1 1 + 0 6 . 3 3 4 0 4 0 4 5 4 5 3 5 3 5 1 1 + 5 0 . 0 0 4 0 4 0 4 5 4 5 3 5 3 5 1 1 + 6 1 . 4 3 4 0 4 0 4 5 4 5 3 5 3 5 1 1 + 8 1 . 4 0 4 0 4 0 4 5 4 5 3 5 3 5 1 2 + 0 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 2 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 2 + 7 6 . 9 6 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 3 + 0 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 3 + 1 3 . 5 4 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 3 + 5 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 4 + 0 0 . 0 0 X-2B-4565 - L - 5 1 0 3 9 . 7 8 3 . 0 0 % 2 . 5 8 % 4 0 . 0 3 3 9 . 7 7 4 0 . 0 4 3 . 0 0 % 2 . 8 5 % 3 9 . 7 3 3 . 0 0 % 3 . 0 0 % 4 0 . 1 3 3 . 3 4 % 3 9 . 7 2 4 0 . 1 6 3 . 0 0 % 3 . 0 0 % 2 . 8 9 % 3 9 . 7 0 3 . 0 0 % 3 . 0 0 % 2 . 2 6 % 4 0 . 2 0 3 9 . 7 4 3 . 0 0 % 3 . 0 0 % 1 . 6 7 % 4 0 . 1 9 3 9 . 8 7 3 . 0 0 % 3 . 0 0 % 3 :1 0 . 6 1 % 4 0 . 3 2 3 9 . 9 5 3 . 0 0 % 3 . 0 0 % 3 :1 0 . 0 4 % 4 0 . 3 9 3 9 . 9 9 3 . 0 0 % 3 . 0 0 % 3 :1 4 0 . 3 4 0 . 7 7 % 3 9 . 9 9 3 . 0 0 % 1 . 5 1 % 3 . 0 0 % 2:1 3 :1 4 0 . 3 2 3 9 . 9 6 3 . 0 0 % 1 . 7 3 % 3 . 0 0 % 2:1 3 :1 4 0 . 2 4 3 9 . 8 9 3 . 0 0 % 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 1 4 2 8 - J U L - 2 0 1 4 1 3 : 2 0 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ x p l _ v e r t . d g n $ $ $ $ U S E R N A M E $ $ $ $ SHEET N O . 1 0 / 2 6 / 9 8 0 PRO J. REFEREN CE N O . 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 4 + 3 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 4 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 5 + 0 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 5 + 5 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 5 + 5 8 . 6 1 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 6 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 6 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 7 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 7 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 8 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 8 + 3 4 . 9 9 X-3B-4565 - L - 5 1 0 3 9 . 8 5 3 . 0 0 % 3 . 0 0 % 4 0 . 0 8 2:1 3 :1 3 9 . 8 9 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 1 2 4 0 . 0 0 3 . 0 0 % 3 . 0 0 % 4 0 . 1 8 2:1 3 :1 4 0 . 0 0 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 3 4 4 0 . 0 0 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 3 6 3 9 . 9 9 3 . 0 0 % 3 . 0 0 % 2:1 2 .7 :1 4 0 . 4 5 3 9 . 9 6 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 3 3 3 9 . 9 3 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 2 1 3 9 . 8 2 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 0 9 3 9 . 6 8 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 3 9 . 9 6 3 9 . 6 9 3 9 . 8 8 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 2 8 - J U L - 2 0 1 4 1 3 : 2 0 G : \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ x p l _ v e r t . d g n $ $ $ $ U S E R N A M E $ $ $ $ SHEET N O . 1 0 / 2 6 / 9 8 0 PRO J. REFEREN CE N O . 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 8 + 4 9 . 3 9 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 8 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 9 + 0 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 9 + 5 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 2 0 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 2 0 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 2 1 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 2 1 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 2 1 + 5 4 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 2 1 + 6 0 . 2 8 3 0 3 0 3 5 3 5 4 0 4 0 2 5 2 5 2 2 + 0 0 . 0 0 X-4B-4565 - L - 5 1 0 3 9 . 7 3 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 3 9 . 9 1 3 9 . 7 3 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 3 9 . 9 2 3 9 . 8 0 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 0 3 3 9 . 8 1 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 1 5 3 9 . 7 7 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 0 7 3 9 . 7 2 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 3 9 . 9 3 3 9 . 5 7 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 3 9 . 7 9 3 9 . 4 6 3 . 0 0 % 3 . 0 0 % 3 :1 3 9 . 6 5 3 9 . 4 6 3 :1 3 9 . 6 4 3 9 . 4 6 3 . 0 0 % 3 . 0 0 % 3 :1 3 9 . 6 2 3 9 . 4 4 W New Bern Rd US70 W New Bern Rd US258 NC-11 O l d P i n k H ill R d N C 1 1 W Caswell St SR1353 B-4565 R B-4565 US 70 AND NC 11/55KINSTON USGS QUAD MAPAND SHEET 15 OF THE SOIL SURVEYOF LENOIR COUNTYWBS ELEMENT NUMBER 33773.1.1AUGUST 11, 2014¡ 500 0 500250 Feet B-4565N 550470.6958E 2417387.5357N 35-15-16W 77-36-07N 35.254444W 77.601826 EndProjectB-4565 BeginProjectB-4565 W New Bern Rd US70 W New Bern Rd US258 NC-11 O l d P i n k H ill R d N C 1 1 W Caswell St SR1353 B-4565 R B-4565 US 70 AND NC 11/55KINSTON USGS QUAD MAPAND SHEET 15 OF THE SOIL SURVEYOF LENOIR COUNTYWBS ELEMENT NUMBER 33773.1.1AUGUST 11, 2014¡ 500 0 500250 Feet B-4565N 550470.6958E 2417387.5357N 35-15-16W 77-36-07N 35.254444W 77.601826 EndProjectB-4565 BeginProjectB-4565 REVISIO NS S H E E T N O . P R O J E C T R E F E R E N C E N O . 14-AUG-2014 08:57G:\PROJECTS\LENOIR\Skinners Bypass\B4565_psh_permit.dgnBbrame AT D2CAD270900 8/17/99 P 1 B - 4 5 6 5 NC GRID NAD 83/NSRS 2007 G R A P H I C S C A L E 0 ’ 5 0 ’ 1 0 0 ’ 1 5 0 ’ 5 0 ’ WETLAND IMPACTSZONE 2 = 0 ZONE 1 = 0 TOTAL BUFFER IMPACTS:WETLAND IMPACTS = 2165 Sq.Ft.W1 W E T L A N D I M P A C T S = 1 5 8 5 S q . F t . W 2 W E T L A N D I M P A C T S = 1 5 8 0 S q . F t . W 3 TOTAL WETLAND IMPACTS: 5330 Sq.Ft.TOTAL STREAM IMPACTS: 0 LINEAR FEETSCALE: 1"=50’WBS ELEMENT NUMBER 33773.1.1 SHEET NUMBER 15 OF THE SOIL SURVEY OF LENOIR COUN T Y KINSTON USGS QUAD MAP US 70 AND NC 11/55 B4565 NW 14 APPLICATION T ST S INV=27.51’ INV=26.85’ D I D I 30" RCP D I DI DI BST OVERHEAD LINE O V E R H E A D L IN E O V E R H E A D L IN E O V ERH EA D LIN E OVERHEAD LINE O V E R H E A D L I N E OVERHEAD LINE O V E R H E A D L I N E O V E R H E A D L I N E OVERHEAD LINE OVERHEAD LINE OVERHEAD LINE OVERHEAD LINE D B 1 0 9 3 P G 7 6 1 D A N N Y L E E W E B B M B 0 0 3 P G 1 1 7 D B 1 1 2 1 P G 7 0 1 S P U R S E R V I C E C E N T E R I N C . M B 1 6 P G 1 1 8 D B 1 4 5 0 P G 2 2 4 P C 0 0 7 P G 1 5 T A B E R N A C L E F W B C H U R C H P C 0 0 2 P G 3 1 7 D B 1 1 4 1 P G 4 1 6 D B 1 1 4 3 P G 2 8 6 D B 1 2 4 1 P G 6 7 8 M A J A L , L L C M A J A L , L L C D B 1 2 4 1 P G 6 7 8 P C 0 0 7 P G 1 1 9 P C 0 0 7 P G 1 1 9 E R N E S T L . E V E R E T T , E T U X D B 1 2 5 7 P G 5 1 1 P C 0 0 3 P G 2 4 6 2 5 2 .0 5 ’ 1 7 3 . 9 0 ’ 19 7 . 9 2 ’ 188.75’ 7 14 . 13 ’ 7 9. 0 1’ 5 3. 2 7’ 4 9. 5 4 ’ 6 8. 1 3 ’ 1 5 2 . 8 6 ’ 9 3. 2 3’ 114.35’ 18 8 .8 8 ’ EIP E I P M T L C A N O P Y M E L V I N M O Z I N G O D B 9 1 9 P G 5 3 2 M B 0 0 4 P G 6 8 N D R 19 4 .9 6 ’ 146.43’ NC11/55 48" CHL US70 WESTBOUND LANE U S 7 0 W E S T B O U N D L A N E 224.65’ 155.40’ 200.00’ E X I S T I N G R / W E X I S T I N G R / W CONC 2 0 " C O N C C & G M O N W E L L S C O N C 30"CONC C&G BST PA B S T LT B AS E S ABAND 2SFD B S T B S T 177.00’ M O N W E L L O V E R H E A D L IN E O V E R HE A D L IN E O V E R HE A D L IN E S DI OVERHEAD LINE OVERHEAD LINE 10 ’ GR 1 6 1 7 1 8 1 9 2 1 2 0 2 2 2 3 G E O R G E & G L O R IA P A Y T O N US70 EASTBOUND LANE C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F FFFFF C C INV=26.85’30" RCP INV=27.51’ 12 " R C P 12" RCP 12" RCP 18 " R C P T S T DI S DI D I DI DI 1 3 - A U G - 2 0 1 4 1 4 : 4 6 G: \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ x p l _ v e r t . d g n $ $ $ $ U S E R N A M E $ $ $ $ SHEET NO. 1 0 / 2 6 / 9 8 0 PROJ. REFERENCE NO. 4 0 4 0 3 5 3 5 1 0 + 5 0 . 0 0 4 0 4 0 3 5 3 5 1 0 + 6 3 . 5 4 4 0 4 0 4 5 4 5 3 5 3 5 1 1 + 0 0 . 0 0 4 0 4 0 4 5 4 5 3 5 3 5 1 1 + 0 6 . 3 3 4 0 4 0 4 5 4 5 3 5 3 5 1 1 + 5 0 . 0 0 4 0 4 0 4 5 4 5 3 5 3 5 1 1 + 6 1 . 4 3 4 0 4 0 4 5 4 5 3 5 3 5 1 1 + 8 1 . 4 0 4 0 4 0 4 5 4 5 3 5 3 5 1 2 + 0 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 2 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 2 + 7 6 . 9 6 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 3 + 0 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 3 + 1 3 . 5 4 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 3 + 5 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 4 + 0 0 . 0 0 X-2 B-4565 - Y - 5 1 0 R e v i s e d f r o m - L - t o - Y - o n 8 - 1 3 - 2 0 1 4 3 9 . 7 8 3 . 0 0 % 2 . 5 8 % 4 0 . 0 3 3 9 . 7 7 4 0 . 0 4 3 . 0 0 % 2 . 8 5 % 3 9 . 7 3 3 . 0 0 % 3 . 0 0 % 4 0 . 1 3 3 . 3 4 % 3 9 . 7 2 4 0 . 1 6 3 . 0 0 % 3 . 0 0 % 2 . 8 9 % 3 9 . 7 0 3 . 0 0 % 3 . 0 0 % 2 . 2 6 % 4 0 . 2 0 3 9 . 7 4 3 . 0 0 % 3 . 0 0 % 1 . 6 7 % 4 0 . 1 9 3 9 . 8 7 3 . 0 0 % 3 . 0 0 % 3 :1 0 . 6 1 % 4 0 . 3 2 3 9 . 9 5 3 . 0 0 % 3 . 0 0 % 3 :1 0 . 0 4 % 4 0 . 3 9 3 9 . 9 9 3 . 0 0 % 3 . 0 0 % 3 :1 4 0 . 3 4 0 . 7 7 % 3 9 . 9 9 3 . 0 0 % 1 . 5 1 % 3 . 0 0 % 2:1 3 :1 4 0 . 3 2 3 9 . 9 6 3 . 0 0 % 1 . 7 3 % 3 . 0 0 % 2:1 3 :1 4 0 . 2 4 3 9 . 8 9 3 . 0 0 % 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 1 4 1 3 - A U G - 2 0 1 4 1 4 : 4 6 G: \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ x p l _ v e r t . d g n $ $ $ $ U S E R N A M E $ $ $ $ SHEET NO. 1 0 / 2 6 / 9 8 0 PROJ. REFERENCE NO. 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 4 + 3 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 4 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 5 + 0 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 5 + 5 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 5 + 5 8 . 6 1 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 6 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 6 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 7 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 7 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 8 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 8 + 3 4 . 9 9 X-3 B-4565 - Y - 5 1 0 R e v i s e d f r o m - L - t o - Y - o n 8 - 1 3 - 2 0 1 4 3 9 . 8 5 3 . 0 0 % 3 . 0 0 % 4 0 . 0 8 2:1 3 :1 3 9 . 8 9 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 1 2 4 0 . 0 0 3 . 0 0 % 3 . 0 0 % 4 0 . 1 8 2:1 3 :1 4 0 . 0 0 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 3 4 4 0 . 0 0 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 3 6 3 9 . 9 9 3 . 0 0 % 3 . 0 0 % 2:1 2 .7 :1 4 0 . 4 5 3 9 . 9 6 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 3 3 3 9 . 9 3 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 2 1 3 9 . 8 2 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 0 9 3 9 . 6 8 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 3 9 . 9 6 3 9 . 6 9 3 9 . 8 8 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 1 3 - A U G - 2 0 1 4 1 4 : 4 6 G: \ P R O J E C T S \ L E N O I R \ S k i n n e r s B y p a s s \ B 4 5 6 5 _ x p l _ v e r t . d g n $ $ $ $ U S E R N A M E $ $ $ $ SHEET NO. 1 0 / 2 6 / 9 8 0 PROJ. REFERENCE NO. 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 8 + 4 9 . 3 9 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 8 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 1 9 + 0 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 1 9 + 5 0 . 0 0 3 5 3 5 4 0 4 0 4 5 4 5 3 0 3 0 2 0 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 2 0 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 2 1 + 0 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 2 1 + 5 0 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 2 1 + 5 4 . 0 0 3 0 3 0 3 5 3 5 4 0 4 0 4 5 4 5 2 5 2 5 2 1 + 6 0 . 2 8 3 0 3 0 3 5 3 5 4 0 4 0 2 5 2 5 2 2 + 0 0 . 0 0 X-4 B-4565 - Y - 5 1 0 R e v i s e d f r o m - L - t o - Y - o n 8 - 1 3 - 2 0 1 4 3 9 . 7 3 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 3 9 . 9 1 3 9 . 7 3 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 3 9 . 9 2 3 9 . 8 0 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 0 3 3 9 . 8 1 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 1 5 3 9 . 7 7 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 4 0 . 0 7 3 9 . 7 2 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 3 9 . 9 3 3 9 . 5 7 3 . 0 0 % 3 . 0 0 % 2:1 3 :1 3 9 . 7 9 3 9 . 4 6 3 . 0 0 % 3 . 0 0 % 3 :1 3 9 . 6 5 3 9 . 4 6 3 :1 3 9 . 6 4 3 9 . 4 6 3 . 0 0 % 3 . 0 0 % 3 :1 3 9 . 6 2 3 9 . 4 4 � �� y €�a m �� Z a� o o � �� i � �n� �o �„ni � � �„ w w N- � ,nr_�i �SLoS Nw000� r� 9i LI gl „DE,! si ai v ai ,o si roi 5i s� Sl1�1�� 0�16 Clfi � �,0£,ZZaSF .0�--- (�rN�ba�oaoif s�i�as �.�nNa�r-5•� a��o�d� N.�aon� 3'I`J�T"�/�lat�'fl� [�i�.�SI�II}I tbsn saruas-as � bs�� vwiN $6bi �I+rII `I�IO.LSI�IIN atnoa aartg a}no� •g•� i a3no� arels�alul ! ; ...... peo� pannidu��u� ��—�' ........ a�e�ns piey hpmyficq +Si�puo�ag ...... a�8�n9 panatduit ........ a�e}�ns p�ey io piey •ppc�� i3nP-�y6r� e[emysiy rC�e+uud NUIJ.VaIcI1SSH"[a CltTO� �cnra wNi3Eain'rtnis��'�3nunsiv�i�o�r�i� aoiu�iNi $3HtHN 7'I.`3A�tl}lUVft0.5'L `JIJIM1SC�Ort1N sanua g g L 4 �uomianiN L uny daa,{� g -- uo��J s q � s�aa�� 6ug��p{ 6� uap�cy � uo�fa�ouH y £ �" i T IIrW moug i NOI.L1d307 3lJt3HlIOVf4b P�" � N , � .Cf _ _ F .rsanbaa Ho a�svlr�+nd si s�rarswhs a�sa� savw atH�t+a�o�o�. �n�i�ia�s�a xaa�a� v szaos oat+ao�o� 'a�nav�ar `9szs� xoH •cs�a `h�na�s zt��►�o�o�� s�� a ��+s �o� 5Clilb'QNd.1.S A�tiiifl��d' dVll� "fdNO1.LaM 1 I.L[M 531"1dWd� dkrW 51}[.L BOBd'F. 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