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Home My WebLink About20211104 Ver 1_Meeting Request Review Doc Attachment_202107094 VICINITY MAP JACKSON COUNTY T V = = = = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 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 Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. DIVISION OF HIGHWAYS GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINASee Sheet 1-A For Index of Sheets 10/6/2017S:\transportation\31631-07 Jackson 144 - 17BP.14.R.150\Roadway\Proj\Jackson144_rdy_tsh.dgnUser:jddaves1000 Birch Ridge Dr., Raleigh NC, 27610 CONTRACT:17BP.14.R.150ARTMEN N ASO H DEPT O F TRA S PORTTIONTATEOFNRTCAR O LI NA17BP.14.R.150 PROJECT ENGINEER PROJECT DESIGN ENGINEER JOSH DEYTON, PE NCDOT CONTACT: DIVISION 14 BRIDGE PROJECT MANAGER JOHN LANSFORD, PE KEITH BRIDGERS -L- STA. 11+00.00 440ADT (2000) ADT (2030)800 6% * 25 MPH SUBREGIONAL TIER FUNC CLASS = LOCAL NATI ONS CRE E KNATI ONS C R E E K TO US 74/441-Y-THOMAS VALLEY RD. TO SR 1510TO S R 1401 NC GRID NAD 83 NA 2011 END PROJECT 17BP.14.R.150 BEGIN PROJECT 17BP.14.R.150 20 010 20 40 40 20 010 20 8 4 0 42 SITE PROJECT TO S R 1401 TO US 74/441WI LMONT CEMETERY RD. THO MAS VALLEY RD.TO SR 1510 SR 1397 SR 1534 NATI ONS CRE E KC R E E KNATIONS S R 13 9 7 END CULVERT -L- Sta. 12+72.68 -L- Sta. 12+42.60 BEG. CULVERT POT STA. 14+28.76 -L- TOTAL LENGTH OF PROJECT 17BP.14.R.150 = 0.062 Miles LENGTH OF STRUCTURE PROJECT 17BP.14.R.150 = 0.006 Miles LENGTH OF ROADWAY PROJECT 17BP.14.R.150 = 0.056 Miles ON SR 1397 (THOMAS VALLEY RD.) REPLACE BRIDGE NO. 144 OVER NATIONS CREEK PROJECT:.40.40.35.50 .20 .30.40 .23.1 8 .23.15 .25.05 .2 9 .30 .80 .30.07.31 .70.12.20WaltSlabTownRd. Shoal Co o per Rd.Hidden.27 .90 C am pCreekNations Rd. Holcombe Rd.CoveRd.K itchensBran chRd.Creek Camp Hidden SpringsBradley Cheek Cir cl eRd. Buchanan R d.HenryBirdRd. Drexel MillRd.WhittierMethodistChurchRd.MathisRd.Rd.Norf ol kSouthern Corp.Valle y Valle y Rd.Rd. Cook Sunset Far mRd.Sunset Far mRd .Gre at Smokies Expy. 1.701.80%74 %441 .14 .04 .351.11 .32 .50 .40.2 0.35Wilmont Whittier Tuckasegee R ive rCamp Creek C reek BranchBranchRocky BumgarnerHolcomb CoveLewisCove Beck .28.81.46.44 .53 .21.421.38 .35 1. 3 7 .17 .61.13 1.21.111531 1406 1406 1570 1409 1542 1405 1405 1405 1403 1402 1397 1397 1401 1401 1533 1399 1400 1397 14691416 1416 1414 1415 1531 1532 1565 1412 1573 1566 1397 1397 1413 1534 1407 1510 1173 1175 %74 ON-SITE DETOUR AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL JO H N C. LANSFO RD15435 AIN HT OR LR O CA ROFESSI ON GE NREINE SEALPNAL M A X S. PRICE 023993 GRADING, DRAINAGE, PAVING, AND CULVERT 2018 STANDARD SPECIFICATIONS NAD 83/ 2011 ENGINEER SHEET NO.PROJECT REFERENCE NO.10/6/2017S:\transportation\31631-07 Jackson 144 - 17BP.14.R.150\Roadway\Proj\jackson144_rdy_1A.dgnUser:jddavesROADWAY DESIGN 2018 ROADWAY ENGLISH STANDARD DRAWINGS THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWING" HIGHWAY DESIGN BRANCH - N. C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N. C., DATED JANUARY 17, 2018 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 225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL 225.04 METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT DIVISION 3 - PIPE CULVERTS 300.01 DIVSION 8 - INCIDENTALS 876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS 1A17BP.14.R.150 AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL JO H N C. LANSFO RD15435 GENERAL NOTES: 2018 SPECIFICATIONS GRADE LINE: GRADING AND SURFACING OR RESURFACING AND WIDENING: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SUPERELEVATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GUARDRAIL: THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE: DUKE ENERGY AND FRONTIER COMMUNICATION INDEX OF SHEETS SHEET NUMBER SHEET 1 TITLE SHEET 1A INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARD DRAWINGS 1B CONVENTIONAL SYMBOLS 1C-1 SURVEY CONTROL SHEET 2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS 4 PLAN SHEET 5 PROFILE SHEET PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS EC-1 THRU EC-6 EROSION CONTROL PLANS X-1 THRU X-4 CROSS-SECTIONS 2B-1 THRU 2B-3 GUARDRAIL PLACEMENT 2B-4 THRU 2B-5 GUARDRAIL INSTALLATION X-0 CROSS-SECTION VOLUME SHEET 2D-1 DRAINAGE DETAILS 3D-1 DRAINAGE SUMMARY SUMMARY AND GUARDRAIL SUMMARY 3B-1 SUMMARY OF EARTHWORK, PAVEMENT REMOVAL C-1 THRU C-11 CULVERT PLANS 310.10 DRIVEWAY PIPE CONSTRUCTION 840.18 CONCRETE GRATED DROP INLET TYPE ’B’-12" THRU 72" PIPE 876.01 RIP RAP IN CHANNELS SIDE ROADS: THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. TMP-1 THRU TMP-3 TRAFFIC MANAGEMENT PLANS UO-1 THRU UO-2 UTILITY PLANS BY OTHERS METHOD OF PIPE INSTALLATION 840.27 BRICK GRATED DROP INLET TYPE ’B’-12" THRU 72" PIPE 840.29 FRAMES AND NARROW SLOT FLAT GRATES DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 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 Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access C F Existing Easement Line HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ;zvW 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 Pedestal U/G Telephone Cable Hand Hole R }Tp Q l ] / b H-Frame Pole O O POWER: TELEPHONE: Telephone Cell Tower WATER: Water Manhole Water Meter Water Valve Water Hydrant 4 I H a TV: TV Pedestal TV Tower U/G TV Cable Hand Hole | I ] GAS: Gas Valve Gas Meter n c SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line 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 ? CONC CONC WW vvDrainage 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 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 W W 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 *S.U.E. = Subsurface Utility Engineering WLB EIP BECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. SHEET NO.PROJECT REFERENCE NO. Abandoned According to Utility Records WLB EAB EPB R W R W R W C A E TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland TUE DUE AUE CRProposed Curb Ramp CONVENTIONAL PLAN SHEET SYMBOLS Underground Storage Tank, Approx. Loc. Geoenvironmental Boring C A HPBExisting Historic Property Boundary U/G Power Line LOS B (S.U.E.*) U/G Power Line LOS C (S.U.E.*) U/G Power Line LOS D (S.U.E.*) P U/G Telephone Cable LOS B (S.U.E.*) U/G Telephone Cable LOS C (S.U.E.*) U/G Telephone Cable LOS D (S.U.E.*) T U/G Telephone Conduit LOS B (S.U.E.*) U/G Telephone Conduit LOS C (S.U.E.*) U/G Telephone Conduit LOS D (S.U.E.*) TC U/G Fiber Optics Cable LOS B (S.U.E.*) U/G Fiber Optics Cable LOS C (S.U.E.*) U/G Fiber Optics Cable LOS D (S.U.E.*) T FO U/G Water Line LOS B (S.U.E*) U/G Water Line LOS C (S.U.E*) U/G Water Line LOS D (S.U.E*) W U/G TV Cable LOS B (S.U.E.*) U/G TV Cable LOS C (S.U.E.*) U/G TV Cable LOS D (S.U.E.*) TV U/G Fiber Optic Cable LOS B (S.U.E.*) U/G Fiber Optic Cable LOS C (S.U.E.*) U/G Fiber Optic Cable LOS D (S.U.E.*) TV FO U/G Gas Line LOS B (S.U.E.*) U/G Gas Line LOS C (S.U.E.*) U/G Gas Line LOS D (S.U.E.*) G SS Forced Main Line LOS B (S.U.E.*) SS Forced Main Line LOS C (S.U.E.*) SS Forced Main Line LOS D (S.U.E.*) FSS Utility Unknown U/G Line LOS B (S.U.E.*) U/G Test Hole LOS A (S.U.E.*) STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS Note: Not to Scale UST Contaminated Site: Known or Potential Known Contamination Area: Soil Potential Contamination Area: Soil Known Contamination Area: Water Potential Contamination Area: Water Primary Horiz Control Point Primary Horiz and Vert Control Point Secondary Horiz and Vert Control Point Exist Permanent Easment Pin and Cap New Permanent Easement Pin and Cap Vertical Benchmark New Right of Way Line Concrete or Granite R/W Marker New Right of Way Line with Concrete C/A Marker New Control of Access Line with New Control of Access New Temporary Construction Easement New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement12/2/2016Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: New Right of Way Line with Pin and Cap 17BP.14.R.150 1B SHEET NO. Location and Surveys 1C-117BP.14.R.150 SURVEY CONTROL SHEET PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ 3 6 9 . 5 8 ’DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "GPS-101" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 629258.8260(ft) EASTING: 715017.0270(ft) ELEVATION: 1867.58(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999791251 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 N 5125’38" W 369.58’ "GPS-101" TO -L- STATION 10+00.00 IS G101 GPS-101 629258.8260 715017.0270 1867.58 14+24.86 22.63 RT 1 BL-1 629305.9738 714945.0131 1866.77 13+39.51 11.30 RT G100 GPS-100 629510.1770 714687.3280 1873.37 10+06.80 21.39 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET BL **************************************** R/R SPIKE SET IN NEW X-TIE ON R/R N 1741’40.31" E Dist 126.42’ BL STATION 5+00.00 N 629630.62 E 714725.75 BM1 ELEVATION = 1865.01’ **************************************** **************************************** NAIL SET IN ROOT OF 12" SYCAMORE BL STATION 8+02.44 22.54’ LEFT N 629340.00 E 714938.36 BM2 ELEVATION = 1866.51’ **************************************** Y TYPE STATION NORTH EAST POT 10+00.00 629337.2736 715081.9969 10+22.39 629315.4614 715076.9344 POC 10+81.76 629256.4852 715074.1762 11+21.82 629217.8340 715084.3322 POT 11+49.25 629192.3581 715094.4874 NC GRID NAD 83 NA 2011 1010 ALIGN STATION OFFSET NORTH EAST L L L L L L L L ROW Marker permanent easement-e pde 11+95.00 11+95.00 12+25.00 12+50.00 12+60.00 13+00.00 13+15.00 13+15.00 -30.00 629376.4673 714873.4971 -65.00 714889.1980629407.7480 -70.00 714910.6215629404.1130 29.65 714901.4113629302.0183 -30.78 714931.4122629355.4178 56.00 714935.6506629260.2689 47.00 29.86 714952.0702629262.8269 714959.1815629278.4253 > BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NOTES: 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: THE FILES TO BE FOUND ARE AS FOLLOWS: SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/ INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. 490144_LS_CONTROL.TXT ELEV.=1867.58’ E=715017.0270 N=629258.8260 LOCALIZED PROJECT COORDINATES NCDOT GPS MONUMENT (GPS-101) L TYPE STATION NORTH EAST POT 10+00.00 629489.2608 714728.0844 10+46.70 629449.6192 714752.7751 11+10.87 629399.8608 714793.0327 11+25.75 629389.5309 714803.7421 PRC 12+29.66 629336.5041 714892.0713 PT 13+29.94 629299.2577 714985.1025 14+28.76 629256.4852 715074.1762 PC PT PC POT PC PT N 5 1 2 5 ’3 8 " W GPS-100 CONCCONC GPS-101 BL-1 CONC A S P H ASPH G101 GPS-101 629258.8260 715017.0270 1867.58 14+24.86 22.63 RT 1 BL-1 629305.9738 714945.0131 1866.77 13+39.51 11.30 RT G100 GPS-100 629510.1770 714687.3280 1873.37 10+06.80 21.39 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET BL R/R SPIKE SET IN NEW X-TIE ON R/R N 1741’40.31" E 126.42’ -BL- STA. 5+00.00 BM#1 ELEV. 1865.01’ S R 13 9 7 18’ BS TTHOMAS VALLEY RD. N A TI O NS C R E E K SR 1 5 3 4 1 8 ’ BSTWI LMONT CEMETERY RD.US 74/441700’ +/ - TOS R 1397 18’ BST T HOMAS V ALLE Y R D. C REE K N A TI O NS GRAVEL GR GATE GR SOIL NAIL SET IN ROOT OF 12" SYCAMORE -BL- STA. 8+02.44 22.54’ LT. BM#2 ELEV. 1866.51’ BEGIN PROJECT -L- STA. 11+00.00 PC Sta. 10+46.70 PT Sta. 11+10.87 PC Sta. 11+25.75 POT Sta. 10+00.00 PRC Sta. 12+29.66 PT Sta. 13+29.94 POT Sta. 11+49.25 -Y- PT Sta. 11+21.82 -Y- POC Sta. 10+81.76 -Y- POT Sta. 14+28.76 -L- END PROJECT PC Sta. 10+22.39 -Y- POT Sta. 10+00.00 -Y- BEGIN CONSTR END CONSTR. SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER PAVEMENT DESIGN6/2/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE EXISTING PAVEMENT PAVEMENT SCHEDULE EARTH MATERIAL U T E1 C1 TYPE B25.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, USE TYPICAL SECTION NO. 2 CL GRADE POINT 4:1 8’-0" EXIST. GROUND C1 2:1EXIST. GROUND E1 T GRADE TO THIS LINE 3’-0" 0.08 3’-0" T **2:1TYPICAL SECTION NO. 1 10’-0"10’-0" USE TYPICAL SECTION NO. 1 -L- * 7’-0" WITH GUARDRAIL 7" 0.08 IN EACH OF TWO LAYERS. TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, 17BP.14.R.150 -L- STA. 11+00 TO -L- STA. 14+17.28 EXIST. GROUND C1 EXIST. GROUND TYPICAL SECTION NO. 2 U CL-Y- VARIESVARIES C1 SURVEY POINT Exist.Exist. -Y- STA. 10+09.51 TO -Y- STA. 11+41.49 +/- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 2A-1 VARIES 0.02 FT/FT 0.02 FT/FT AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL JO H N C. LANSFO RD15435 AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL REE CE M. SCHULER26960 V U W MILLING DETAIL "2 10 TO 2 MILLING "2 12 25’-0" "2 12COURSE PROP. SURFACE WEDGING PROP. C1 CONSTRUCTIONBEGIN OR ENDNOTE: MIRROR FOR END OF CONSTRUCTION EXIST. PAVEMENT USE MILLING DETAIL AS FOLLOWS: -L- STA. 11+00.00 TO -L- STA. 11+25.00 -Y- STA. 10+09.51 TO -Y- STA. 11+41.49 SEE TITLE BLOCKJ HOWERTON 06-22-12A A SIDEWALK 2'-6" CURB & GUTTER EDGE OF BERM SIDEWALK (PROP. OR FUT.) SIDEWALK (PROP. OR FUT.) B BERM BERM B L VARIABLE VARIABLE BERM SIDEWALK MINIMUM GUARDRAIL LENGTHS "L" REQUIRED AT BRIDGE APPROACHES ON 2'-6" CONCRETE CURB AND GUTTER ROADWAYS NOTE: "L" VALUES ARE BASED ON NO HAZARDS OTHER THAN END OF BRIDGE BEING PRESENT WITHIN THE CLEAR ZONE. 40 50 150' 225' DESIGN SPEED (MPH)"L" APPROACH SLAB SIDEWALK SIDEWALK SIDEWALK GUARDRAIL PLACEMENTGUARDRAIL PLACEMENTPARALLEL TO LANE STRUCTURE ANCHOR UNIT STANDARD GUARDRAIL PLACEMENT AT BRIDGES WITH 2'-6" CONCRETE CURB AND GUTTER 2'-6" CURB & GUTTER EDGE OF BERM SIDEWALK (PROP. OR FUT.) SIDEWALK (PROP. OR FUT.)BERM BERM L APPROACH SLAB PARALLEL TO LANE STRUCTURE ANCHOR UNIT FLARE RATE FLATTER 50:1 OR FLARE RATE FLATTER 50:1 OR SECTION B-B SECTION A-A TYPE TL-3 (50:1 TAPER) GUARDRAIL END UNIT TYPE TL-3 (50:1 TAPER) GUARDRAIL END UNIT N+1'2'-0"NLENGTH OF NEEDWARRANT POINT 8:1 TAPER 2' OR 4' PAVED SHOULDER 10' PAVED SHOULDER 50:1 TAPERPAY LIMITS GUARDRAIL END UNIT TYPE TL-3 or TL-2 862D01862D01 SEE STD. 862D03 FOR STRUCTURE ANCHOR UNITS. 862D01 862D01 6 11 5 11 6 11 5 11 SHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX 919-250-4119Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:CONTRACT STANDARDSAND DEVELOPMENT UNIT04-M AY-2017 15:15S:\Contracts\Contracts\Special Details\jhowerton\Standard Drawings\2012 Standard Drawings\Details in Lieu of Standards\Division 8\862d01 862d03 862d03\862d01.dgnjhowerton AT CSD-292595 PRO F ESSIONALENGINEER NO R T HCAROLINASEALnotrewoH .S leoJ022966DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSHOULDER3'TOTALWIDTH SHOULDER3'TOTALWIDTH NORMAL DITCH SLOPEVARIABLE SLOPENN GUARDRAIL PLACEMENTGUARDRAIL PLACEMENTLANEEDGE OF LANEEDGE OF DETAIL OF BEGINNING OF GUARDRAIL IN CUT OR FILL SECTION TRAFFIC SHOULDER LINEMIN.3'-0"25'-0"MIN.3'-0"FILL SECTION CUT SECTION 28'-0" MIN. EDGE OF LANE "N"= DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL WHERE GUARDRAIL IS PARALLEL TO LANE. FOR POSTED SPEEDS < 45mph USE GREU TYPE TL-2 FOR POSTED SPEEDS > 45mph USE GREU TYPE TL-3 FOR POSTED SPEEDS < 45mph USE GREU TYPE TL-2 FOR POSTED SPEEDS > 45mph USE GREU TYPE TL-3 RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FORRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR2B-117BP.14.R.150 SEE TITLE BLOCKJ HOWERTON 06-22-12GUARDRAIL PLACEMENTGUARDRAIL PLACEMENT(50:1 TAPER)TYPE TL-3 or TL-2GUARDRAIL END UNIT(50:1 TAPER)TYPE TL-3 or TL-2GUARDRAIL END UNIT (50:1 TAPER) TYPE TL-3 or TL-2 GUARDRAIL END UNIT (50:1 TAPER)TYPE TL-3 or TL-2GUARDRAIL END UNIT (50:1 TAPER)TYPE TL-3 or TL-2GUARDRAIL END UNIT862D01 862D01 862D01 862D01 8 11 7 11 8 11 7 11 SHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX 919-250-4119Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:CONTRACT STANDARDSAND DEVELOPMENT UNIT04-M AY-2017 15:16S:\Contracts\Contracts\Special Details\jhowerton\Standard Drawings\2012 Standard Drawings\Details in Lieu of Standards\Division 8\862d01 862d03 862d03\862d01.dgnjhowerton AT CSD-292595 PRO F ESSIONALENGINEER NO R T HCAROLINASEALnotrewoH .S leoJ022966DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDCAT-1 AS SHOWN ON PLANS PAVED SHOULDER WIDTHS AS SHOWN ON PLANS PAVED SHOULDER WIDTHS GRASS AS SHOWN ON PLANS PAVED SHOULDER WIDTHS AS SHOWN ON PLANS PAVED SHOULDER WIDTHS DETAIL AT OVERPASSES DETAIL AT UNDERPASSES GRASS *500' TO 5280' FROM BRIDGE CAT-1 CAT-1 CAT-1 GRASSGRASS PROVIDE GUARDRAIL BREAKS ON 5280' INTERVALS PROVIDE GUARDRAIL BREAKS ON 5280' INTERVALS GUARDRAIL PLACEMENTGUARDRAIL PLACEMENTHAZARDS MEDIAN TO LANE UNITS PARALLEL STRUCTURE ANCHOR OR FLATTER 50:1 TAPER *500' TO 5280' FROM BRIDGE 6' 6' 6' 6' 6' 6' 6'6' 6'6' 6' 30' - 36' MEDIAN 20'-0" 30' - 36' MEDIAN 30' - 36' MEDIAN 30' - 36' MEDIAN 20'-0" 20'-0" 20'-0" * GUARDRAIL OPENING MAY BE SPACED AS CLOSE AS 350 FT. FROM STRUCTURE IF NECCESSARY TO ALLOW MOWER ACCESS TO MEDIAN GUARDRAIL BREAK INTERVALS WITH 30' - 36' MEDIANS TYPE TL-3 (50:1 TAPER) GUARDRAIL END UNIT TYPE TL-3 (50:1 TAPER) GUARDRAIL END UNIT TYPE TL-3 (50:1 TAPER) GUARDRAIL END UNIT TYPE TL-3 (50:1 TAPER) GUARDRAIL END UNIT AT-1DETAIL-1 R=20' TO 75' (SEE NOTES) DETAIL-2 GUARDRAIL TREATMENT AT INTERSECTIONS `R' IS GREATER THAN 75' (SEE NOTES)4' OFFSETGUARDRAILSHOP CURVEDMAINTAIN CLEAR SIGHT DISTANCE. 75', REFER TO DETAIL 2.WHENEVER SHOP CURVED GUARDRAIL RADIUS IS MORE THAN WITH AN AT-1 ANCHOR UNIT. REFER TO DETAIL 1.LENGTH OF 50' OF SHOP CURVED GUARDRAIL AND FLAREAND THE RADIUS IS FROM 20' TO 75', USE A MINIMUMWHENEVER SHOP CURVED GUARDRAIL IS USED AS AN ANCHOR WHEN RADIUS IS LESS THAN 20' REFER TO SHEET 9. OF 150' OR LESS.SHOP CURVED GUARDRAIL IS DEFINED AS HAVING A RADIUS NOTES: FOR POSTED SPEEDS < 45mph USE GREU TYPE TL-2 FOR POSTED SPEEDS > 45mph USE GREU TYPE TL-3 FOR POSTED SPEEDS < 45mph USE GREU TYPE TL-2FOR POSTED SPEEDS > 45mph USE GREU TYPE TL-3 RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FORRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR17BP.14.R.1502B-2 SEE TITLE BLOCKJ HOWERTON 06-22-12GUARDRAIL PLACEMENTGUARDRAIL PLACEMENTTYPE TL-3 (50:1 TAPER) GUARDRAIL END UNIT (50:1 TAPER) TYPE TL-3 or TL-2 GUARDRAIL END UNIT (50:1 TAPER) TYPE TL-3 or TL-2 GUARDRAIL END UNIT 862D01 862D01 862D01 862D01 9 11 10 11 10 11 9 11 SHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX 919-250-4119Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:CONTRACT STANDARDSAND DEVELOPMENT UNIT04-M AY-2017 15:16S:\Contracts\Contracts\Special Details\jhowerton\Standard Drawings\2012 Standard Drawings\Details in Lieu of Standards\Division 8\862d01 862d03 862d03\862d01.dgnjhowerton AT CSD-292595 PRO F ESSIONALENGINEER NO R T HCAROLINASEALnotrewoH .S leoJ022966DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDRIVEWAYNOTE: USE DETAIL 3 & 4 WHENEVER 20' OR LARGER RADIUS CANNOT BE UTILIZED. DIVIDED HIGHWAY CAT-1 DRIVEWAYDETAIL-3 DETAIL-4 MAINTAIN CLEAR SIGHT DISTANCE. UNDIVIDED HIGHWAY GUARDRAIL TREATMENT AT DRIVEWAYS 3'VARIABLE 10' PAVEDSHOULDERVARIABLE GUARDRAIL POST HOLE(SEE NOTE)3'VARIABLE 10' PAVEDSHOULDERVARIABLE ABC GUARDRAIL POST HOLE(SEE NOTE)SHOULDEREARTH EARTH MATERIAL SURFACE COURSEBASE COURSE GUARDRAIL PLACEMENTGUARDRAIL PLACEMENTCONCRETEFLEXIBLE PAVED SHOULDER CONCRETE PAVED SHOULDER EXCAVATED MATERIAL. SIZE TO ACCOMMODATE THE PARTICULAR POST BEING USED. BACKFILL AND TAMP HOLES USING THE COURSE.THE POST MAY THEN BE DRIVEN TO THE PROPER DEPTH. DRILL THE HOLE OF SUFFICIENT WHEN WOODEN GUARDRAIL POSTS ARE USED, DRILL HOLES THROUGH EARTH MATERIAL AND BASE NOTE: CRS-2PEMULSION FOR POSTED SPEEDS < 45mph USE GREU TYPE TL-2 FOR POSTED SPEEDS > 45mph USE GREU TYPE TL-3RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FORRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH DETAIL DRAWING FORENGLISH DETAIL DRAWING FOR17BP.14.R.1502B-3 2'-1"SEE TITLE BLOCKJ HOWERTON 06-22-12AA WOOD OFFSET BLOCK SYSTEM PARTS (FOR WOOD POSTS) STEEL TUBE 6"8"7"6'-0"6"8"DIA.ƒ"7"1'-2"7"SLOT2•"xƒ"DIA.2…" ±„"7•"±„"5•" TS 6"x8"x0.1875" LINE POST STANDARD BREAKAWAY POST SHORT WOOD 6 86 8 3'-8ƒ"1'-8"862D02 862D02 SHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX 919-250-4119Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:CONTRACT STANDARDSAND DEVELOPMENT UNIT04-M AY-2017 15:20S:\Contracts\Contracts\Special Details\jhowerton\Standard Drawings\2012 Standard Drawings\Details in Lieu of Standards\Division 8\862d01 862d03 862d03\862d02.dgnjhowerton AT CSD-292595 PRO F ESSIONALENGINEER NO R T HCAROLINASEALnotrewoH .S leoJ022966DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED2" 6‚" 12•" GROUND LINE TYPICAL GUARDRAIL AND GUARDRAIL POST ALTERNATIVESGUARDRAIL INSTALLATIONGUARDRAIL INSTALLATIONPLAN SEE NOTE `A' 10•" SEE NOTE `A' GROUND LINETRAFFIC FLOWSEE NOTE `B' SEE NOTE `B' SIDE CL 2'-1" (TYP)NOTE `B' SEE ROUTED OFFSET BLOCK `W6' STEEL POST WITH C - FIELD PUNCHING OF HOLES INTO GUARDRAIL AS DIRECTED BY THE ENGINEER. B - †" DIA. BUTTON HEAD BOLT 7•"/9" LONG WITH NUT FOR BOLTING 6"/8" ROUTED OFFSET BLOCK TO STEEL POSTS. A - †" DIA. BUTTON HEAD SPLICE BOLT 1‚" LONG (8 REQ. PER SPLICE JOINT). NOTES: ROUTED OFFSET BLOCK `W6' STEEL POST WITH GUARDRAIL `W' BEAM POST GUARDRAIL STEEL OFFSET BLOCK ROUTED ISOMETRIC VIEW 5 8 5 8 GUARDRAIL `W' BEAM GUARDRAIL POST FRONT - MID SPAN SPLICE CLCLCLCL CL GUARDRAIL INSTALLATIONGUARDRAIL INSTALLATION3"3"CL 5'-0"1"C FRONTSIDE PLAN CL CL "W6" STEEL POST ƒ" DIA.1'-3ƒ"8"1'-5"4"6"1„"1„"7"W6x8.5x6'-0"CLCLCLSIDEPLAN ƒ"O‚"+ ˆ"FRONT CL1‰"+ ˆ" - ˆ" 7•"+ ‰"‡" DIA. OFFSET BLOCK ROUTED - 0"2ƒ"+ ‰" 7ˆ"+ ‰" - 0"2‰"+ „"SOIL PLATE2'-0" X 1'-6" ON 6" SIDECENTERED‡" DIA HOLESL Ž " DIA. HOLESŽ" DIA. RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR862D02RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR862D02 2B-417BP.14.R.150 SEE TITLE BLOCKJ HOWERTON 06-22-121'-4"AA 2"AA 4"AA AA1ƒ"AA5‚" A A…"AA 2•" 7"AA AA 1†"AA3…"AA2…" 34.8°AAA…"R A•"RATO BE SWAGED CONNECTED ƒ" DIA. (6x19) GALV. CABLEA1" DIA. THREADED ROD ASTEEL PLATE ‰" THICK GALV. ANCHOR PLATE ANCHOR PLATE ASSEMBLY AA 3"AA2‚"AAAA HEX NUT ƒ" DIA. HOLESAAAA1‚"1†"6"AAAA 2"AA 2…" POST SLEEVE BREAKAWAY TERMINAL DETAIL OF STANDARD HEX BOLT AND NUT DETAIL OF BUTTON HEAD BOLT AND NUTAA ‹"AAVAR.AAAA†" 1ˆ"AA1ˆ"AA •"AA Œ "AA1Š "A•"AA AA†"A•"AA 1‚"AA1‹"Aˆ" DEEP RECESS •" DIA. x AA •"ASYSTEM PARTS CABLE ASSEMBLY SWAGED CABLE TO ANCHOR PLATE. END PLATE TO BE WELDED CENTERED IN PLATE. WITH 1ˆ" DIA. HOLE …" THICK END PLATE VAR. NUT (8 REQUIRED PER ASSEMBLY) †" HEX HEAD BOLT WITH WASHER UNDERAA 1ƒ" •"AA A„" THICK WASHER DETAIL OF STANDARD WASHER SOIL PLATE 1'-6"9"9"6"9" 2'-0" BEARING PLATE †" THICK PLATE 1ˆ" DIA.5"8"8"HOLES ‡" DIA. 7 8 7 812‚"1'-4‚"11" RADIU S 2‚"8•" 3" 2'-6"30 1'-5•" •" X 1„" SLOTTED HOLES 8 8 8 8 862D02 862D02 862D02 862D02 SHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX 919-250-4119Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:CONTRACT STANDARDSAND DEVELOPMENT UNIT04-M AY-2017 15:21S:\Contracts\Contracts\Special Details\jhowerton\Standard Drawings\2012 Standard Drawings\Details in Lieu of Standards\Division 8\862d01 862d03 862d03\862d02.dgnjhowerton AT CSD-292595 PRO F ESSIONALENGINEER NO R T HCAROLINASEALnotrewoH .S leoJ022966DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDGUARDRAIL INSTALLATIONGUARDRAIL INSTALLATIONSTANDARD WASHER: TYPICAL USE UNDER NUT WITH WOOD POST ‚" THICK PLATE CL GUARDRAIL INSTALLATIONGUARDRAIL INSTALLATIONAA12‚"A A3‚"A A1ˆ"A2Š"AA1„"A2Š"3‚"3‚"A…' RAD.A…" RAD.AA55°AA55°AA25°AAAA55°55°AAAA55°55°AAAAAA AAAAANEUTRAL AXIS1Œ"•" RAD.AA25°A•"x„" SPLICE BOLT SLOTSƒ"x2•" POST BOLT SLOT•"x1„" SPLICE BOLT SLOTSA3…"AAANEUTRAL AXIS AAA3•"A3•"AA 2"A AA4"4"A1" DIA. HOLES FORAAA ‡" DIA. BOLTS A AAA A4‚"4‚"3" A ƒ" X 2•" POST BOLT SLOT A 3" 2'-6"1'-‚"±‚"TYPICAL END SHOE SECTION X-X SYSTEM PARTS - GENERAL USE X X BUFFERED END SECTIONRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FORRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FORƒ" DIA. HOLE HOLEƒ" DIA.17BP.14.R.1502B-5 5/14/99SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.150 User:jddavesS:\transportation\31631-07 Jackson 144 - 17BP.14.R.150\Roadway\Proj\Jackson144_rdy_sum.dgn10/6/20172D-1 D2:1( Not to Scale) DITCH CLEANOUT DETAIL C Ground Natural Slope Ditch Front Min. D=1.0 Ft. 2:1 FROM -Y- STA. 11+31 TO STA. 11+56 LT 2:1 1’ TO 2’ VARIES DEPTH GROUND NATURAL EXCAVATE 0’ TO 9’ VARIES FROM BENCH WIDTH 8’ TO 9’ VARIES FROM CHANNEL WIDTH EST GEOTEXTILE = 67 SY EST TON CLASS ’I’ RIP RAP = 48 TONS COIR FIBER MATTING = 43 SY1.5’(TYP.)2:1W/ GEOTEXTILE (TYP.) CLASS ’I’ RIP RAP EXCAVATE COIR FIBER MATTING ON BENCH 4’ TO 5’ VARIES DEPTH 1’ BENCH 2:1DDE = 65 CY DETAIL E OUTLET TYPICAL (LT TO RT LOOKING DOWNSTREAM) NOT TO SCALE GROUND NATURAL2:1 (TYP.)1.5’2:14’ TO 5’ VARIES DEPTH APPROX. 1’ DEPTH EXCAVATE EXCAVATE W/ GEOTEXTILE (TYP.) CLASS ’I’ RIP RAP 6’ TO 9’ VARIES FROM CHANNEL WIDTH2:11’ BENCH NOT TO SCALE INLET TYPICAL (LT TO RT LOOKING DOWNSTREAM) DDE = 32 CY COIR FIBER MATTING ON BENCH EST GEOTEXTILE = 60 SY EST TON CLASS ’I’ RIP RAP = 40 TONS COIR FIBER MATTING = 36 SY 0’ TO 9’ VARIES FROM BENCH WIDTH DETAIL D D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 12+56 TO STA. 13+00 LT FROM -L- STA. 13+05 TO STA. 13+25 RT FROM -L- STA. 11+50 TO STA. 11+69 RT DETAIL A Min. D=1.0 Ft. Ground Natural Slope Ditch Front Flatter2:1 or 2:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter2:1 or FROM -L- STA. 12+06 TO STA. 12+57 RT DETAIL B B=2.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Ditch Front 5/14/99SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.150 IN CUBIC YARDS WASTEBORROWUNDERCUTLOCATIONEMBT+% SUMMARY OF EARTHWORK EXCAVATION UNCLASSIFIED -L- Sta. 11+00.00 to 14+17.30 228 307 79 SUBTOTAL 228 307 79 PROJECT TOTAL 228 307 79 5% for Borrow Pit GRAND TOTAL 228 4 83 SAY 230 will be paid for at the contract lump sum price for "Grading." Clearing and Grubbing, and Removal of Existing Pavement Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Fine Grading, GUARDRAIL SUMMARY "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. LENGTH SHOP CURVED DOUBLE FACED WARRANT POINT APPROACH END TRAILING END DIST. FROM E.O.L. TOTAL SHOUL. WIDTH FLARE LENGTH APPROACH TRAILING APPROACH TRAILING END END END END W ANCHORS REMARKS "N" STRAIGHT SURVEY LINE BEG. STA.END STA.LOCATION XI MOD XI M-350 XIII VI MOD BICCAT-1 AT-1 TYPE 350 ATTENUATOR IMPACT GUARDRAIL FACED SINGLE GUARDRAIL EXISTING REMOVE GUARDRAIL EXISTING STOCKPILE AND REMOVE EA G NG G = GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 -L-12+00 13+12.50 LT 112.5’12+17 12+58 3’7’ TL-2 2 -L-12+10 13+32.50 RT 75’25’1 112+55 12+97 3’7’ TOTAL 187.5’25’3 1 DEDUCTION FOR ANCHOR UNITS 3 TYPE GREU TL-2 @ 25’-75’ 1 AT-1 @ 6.25’-6.25’ GRAND TOTAL 112.5’ SAY 25’ 13 STATION STATION TO REMOVAL PAV’T ASPHALT BREAKUP PAV’T ASPHALT REMOVAL PAV’T CONCRETE BREAKUP PAV’T CONCRETE 600 EXISTING PAVEMENT REMOVAL SUMMARY IN SQUARE YARDS TOTAL 891 SAY 900 -L- 11+00 - 12+52 -L- 12+72 - 14+17.28 291 ADDITIONAL GUARDRAIL POSTS 5 EACH 3B-1 CONTINGENCY ITEM UNDERCUT EXCAVATION 50 CY INCIDENTAL STONE 50 TONS SELECT GRANULAR MATERIAL 50 CY CLASS IV SUBGRADE STABILIZATION 50 TONS GEOTEXTILE FOR SOIL STABILIZATION 50 SY DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA User:jddavesS:\transportation\31631-07 Jackson 144 - 17BP.14.R.150\Roadway\Proj\Jackson144_rdy_sum.dgn10/6/2017112.5’ GREU COMP. BY; KTB 9-27-17 CHKD BY: 18.75’ 85 5/14/99SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.150 D.I. STD. 840.14 OR STD. 840.15G.D.I. TYPE "A" STD. 840.17 OR 840.26G.D.I. TYPE "B" STD. 840.18 OR 840.27G.D.I. TYPE "D" STD. 840.19 OR 840.28J.B. STD. 840.31 OR 840.32G.D.I. FRAME WITH GRATE STD. 840.22G.D.I. FRAME WITH TWO GRATES STD. 840.22G.D.I. (N.S.) FRAME WITH GRATE STD. 840.24D.I. FRAME & GRATE STD. 840.16CORR. STEEL ELBOWS NO. & SIZEPIPE REMOVAL LIN.FT.CONC. COLLARS CL. "B" C.Y. STD 840.72CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER) SIZE A BQUANTITIESFOR DRAINAGESTRUCTURESENDWALLS STATION STRUCTURE NO.R.C.P.C.S.P..109.079.109.064.064.064.064.079PER EACH (0’ THRU 5.0’)5.0’ THRU 10.0’10.0’ AND ABOVE* TOTAL L.F. FOR PAYQUANTITY SHALL BE COL.’A’ + (1.3 X COL.’B’)FROMTOTYPE OF GRATE FE GC.B. STD. 840.01 OR STD. 840.02ABBREVIATIONS LOCATION (LT,RT, OR CL)REMARKS 12"15"18"24"30"36"42"48"12"15"18"24"30"36"42"48" STANDARD 840.03 AND HOOD FRAME, GRATES 18" SIDE DRAIN PIPECU. YDS.15" SIDE DRAIN PIPE24" SIDE DRAIN PIPEOR GAUGE THICKNESS *FT. LIN.TOP ELEVATIONINVERT ELEVATIONINVERT ELEVATIONSLOPE CRITICALOTHERWISE) 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"12" (RCP, CSP, CAAP, HDPE, or PVC) DRAINAGE PIPE (UNLESS NOTED OTHRWISE) C.S. PIPE RT 0401 -L- Sta. 13+80 RT 0402 1 1 1 G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.29-L- Sta. 13+50 RT 0402 0403 (UNLESS OTHERWISE NOTED) CLASS V R.C. PIPE 56’ TOTAL 148’40’1 1 1 1871.31’1865.14’ 1865.00’1862.57’ 3D-1 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA User:jddavesS:\transportation\31631-07 Jackson 144 - 17BP.14.R.150\Roadway\Proj\Jackson144_rdy_sum.dgn10/6/201792’0402-L- Sta. 14+00 0404RT 40’ 50’ -L- Sta. 11+80 COMP. BY; KTB 9-27-17 CHKD BY: 1867.75’1865.00’ 50’ REMOVE EXIST. 15" CMP GPS-100 18" CMPS 2210’06" E N 2438’38" WN 0 1 5 2’ 2 4 " W4 2. 6 1’ 18" CMP 42" WD 42 " WD S TEPSSPORCH CONCROCK WALL ROCK WALLCONC WALL1 S BLK BUSCONC 10.00’ GPS-101 DI SHED PL ASTIC 4"60.00’ROCK WALL22.00’ 22.00’ NAIL BL-1 CL1 CL2BD1 BD2 BD3 BD4 W1 S1 N1 E1 CONC A S P H ASPH S R 13 9 7 18’ BS TTHOMAS VALLEY RD. N A TI O N S C R E E K SR 1 5 3 4 1 8 ’ BSTWI LMONT CEMETERY RD.US 74/441700’ +/ - TOS R 1397 18’ BST T HOMAS VALLE Y R D. C REE K N A TI O NS N 1428’40" W148.56’S 8933’16" W 111.55’ S 1706’13" E 48.66’ GRAVEL GR GATE MAI NTAI NED R/W15" CMP 15" CMP CHURCH1 S BL KPI CNI C S HE DGR GARDEN PLOT EXISTING R/W MTL STORAGE EXISTING R/WEXISTING R/ W EXI STI NG R/ W N 0 2 5 6’ 4 3 " W5 9. 4 0’ 3 S E L E CMOBILE HO ME SOIL 222.81’ N 0 7 43’0 0" W72" C H L K W/3 S B WN 1604’12" W40.35’ S 8754’54" E 297.61’ EIP NAIL SET IN ROOT OF 12" SYCAMORE -BL- STA. 8+02.44 22.54’ LT. BM#2 ELEV. 1866.51’ 31.01’ N 1648’20" W EIP NAIL EIP W STEPS DISH SAT. # 2 COMMUNICATIONS FRONTIER NAIL NAIL CHERRY 3" # 2 COMMUNICATIONS FRONTIER STEPS SIGN ROCK WALL ROCK SIGNS TANK OIL 24.00’ S 0738’07" E S 0033’14" E 24.64’ 32.30’ N 0712’57" W STEPS ROCK WALL EIP S S S S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. 417BP.14.R.150 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD 83\ NA 201110/6/2017S:\transportation\31631-07 Jackson 144 - 17BP.14.R.150\Roadway\Proj\Jackson144_rdy_psh.dgnUser:jddavesSEE SHEET 5 FOR -L- PROFILEAIN HT OR LR O CA ROFESSI ON GE NREINE SEALPNAL M A X S. PRICE 023993AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL JO H N C. LANSFO RD15435 FOR CULVERT PLANS SEE SHEET C-1 THRU C-11 DRAINAGE DETAILS SEE SHEET 2D-1 FOR T JEFFERY NATIONS DB 2101 PG 520 JEFFERY NATIONS DB 1196 PG 510 C. L. BRADLEY DB 342 PG 39 BUCHANAN HOLDINGS, LLC DB 2083 PG 611 JASON DUNFORD DB 1094 PG 124 BAPTIST CHURCH, INC. WILMOT INDEPENDENT MISSIONARY DB 2082 PG 447 DB 2095 PG 813 ALISHA D. JONES DIANA NATIONS DB 559 PG 753 0004030201Exist.0004030201010203030201Exist.0202030100040404BEGIN PROJECT -L- STA. 11+00.00 10’+4010’+90+4710’20’AT-1 -L- Sta. 12+72.68 End Culvert -L- Sta. 12+42.60 Beg. Culvert PC Sta. 10+46.70 PT Sta. 11+10.87 PC Sta. 11+25.75 POT Sta. 10+00.00 PRC Sta. 12+29.66 PT Sta. 13+29.94 POT Sta. 11+49.25 -Y- PT Sta. 11+21.82 -Y- POC Sta. 10+81.76 -Y- POT Sta. 14+28.76 -L- END PROJECT PC Sta. 10+22.39 -Y- POT Sta. 10+00.00 -Y- D -Y- PI Sta 10+73.69 L = 99.43’ R = 163.70’ T = 51.30’ -L- PI Sta 10+78.95 D L = 64.17’ T = 32.25’ R = 260.44’R = 229.18’ T = 52.86’ L = 103.91’ PI Sta 11+78.61 D R = 750.00’ T = 50.22’ L = 100.29’ PI Sta 12+79.88 D S.E. = 0.04 RUNOFF = SEE PLANS D.S. = 25 MPH RUNOFF = SEE PLANS S.E. = 0.04 D.S. = 25 MPH GREU TL-2 GREU TL-2 GREU TL-2 BEGIN CONSTR END CONSTR.18" RETAIN REMOVE SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL B SPECIAL CUT BASE DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH EST. 7 SY GF EST. 2 TON CL. B RIP RAPO15" RCP-V SEE DETAIL C DITCH CLEAN OUT 25 LF 0403 -L- 2GI SEE DETAIL E OUTLET TYPICAL REMOVE REMOVE SO 0402 04010404 SEE DETAIL D INLET TYPICAL 15" RCP-V 1 2 3 4 5 28.00’ Lt. +38.00 -Y- 17.00’ Lt. Exist. R/W, +45.00 -Y- 56.00’ Rt. +00.00 -L- Exist. R/W +50.00 -L- 65.00’ Lt. Exist. R/W, +95.00 -L- 70.00 Lt. +25.00 -L- Exist. R/W +60.00 -L- Exist. R/W +70.00 -L- Exist. R/W +15.00 -Y- Exist. R/W +18.00 -Y- Exist. R/W +25.00 -Y- 37.00’ Rt. +50.00 -L- 42.00’ Rt. +00.00 -L- Exist. R/W 47.00’, +15.00 -L- 40.00’ Rt. Exist. R/W, +25.00 -L- Prop PDE +68.35 -L- Prop PDE +47.40 -Y- Exist. R/W +00.00 -Y- C C C C F FF F F F F CC C C F DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 10/6/2017S:\transportation\31631-07 Jackson 144 - 17BP.14.R.150\Roadway\Proj\Jackson144_rdy_psh5.dgnUser:jddavesDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.150.5 1,860 1,864 1,868 1,872 1,876 1,860 1,864 1,868 1,872 1,860 1,864 1,868 1,872 1,860 1,864 1,868 1,872 1,876 10+00 11+00 12+00 13+00 14+00 10+00 11+00 1,856 1,852 1,856 1,852 SEE SHEET 4 FOR -L- DESIGN FOR CULVERT DESIGN SEE SHEET C1 THRU C11 A IN HT OR LR O CA ROFESSION GE NREINE SEALPNAL M A X S. PRICE 023993AIN HTOR LR OCA ROFESSION GE NREINE SEALPNA LJ OH N C. LANSFO RD15435 EL. 1866.51’ -L- STA. 12+71.58 18.82’ RT. ROOT OF 12" SYCAMORE BM #2 NAIL SET IN ELEV. = 1,867.04 STA. 11+00.00 BEGIN GRADE ELEV. = 1,869.73 STA. 14+28.76 END GRADE 1,867.04PI = 11+60.00 EL = 1,865.83’ (-)2.0167% (+)1.8600% VC = 105’ K = 27 PI = 12+60.00 EL = 1,867.69’ (-)1.2700% VC = 75’ K = 24 PI = 13+60.00 EL = 1,866.42’ (+)7.3556% VC = 90’ K = 10 1,869.73-Y- -L- (-)2.2105% (-)2.2087% (-)0.800%(-)3.600% (-)2.200%ELEV.=1864.30 FTBEGIN DITCH -L- 11+50.00 (RT)ELEV.=1863.88 FTEND DITCH -L- 11+69.00 (RT)ELEV.=1863.07 FTBEGIN DITCH -L- 12+06.00 (RT)ELEV.=1862.24 FTBEGIN DITCH -L- 12+55 (LT)ELEV.=1861.80 FTEND DITCH -L- 12+63.50 (RT)ELEV.=1862.60 FTDITCH -L- 13+00 (LT)ELEV.=1862.13 FTBEGIN DITCH -L- 13+05.00 (RT)ELEV.=1862.57 FTEND DITCH -L- 13+25 (RT)ELEV.=1863.50 FTEND DITCH -L- 13+25 (LT)1861.9 NWS ELEV. = (11-9-16) ELEV. = 1861.4 DATE OF SURVEY WATER SURFACE ONBARREL LOOKING DOWNSTREAM OUTLET END IN RIGHT SPACING ON CENTER FROM AND BAFFLE AT 23.5 FT. WITH 6" BEVELED HW (BURIED ONE FOOT) 2 @ 11’ X 5’ RCBC ELEV.=1866.4 AT ROADWAY EP OCCURS AT STA. 11+50 -L- +/- PROPOSED OVERTOPPING ELEV. = 1866.1 AT THE ROADWAY EP OCCURS AT STA. 11+60 -L- +/- EXISTING OVERTOPPING ELEV. = 1867.6 PROP. 100 YR. ELEV. = 1866.4 PROP. 25 YR. DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 700 = 25 = 1866.7 = 800 = 100 = 1867.6 = 700* = 25 +\- = 1866.4 * STA. 10+09.51 BEGIN RESURFACING STA. 11+41.49 END RESURFACING Ds = 25mph Ds = 25mph Ds = 25mph STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS TMP-1 SHEET NO.$$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$TRAFFIC CONTROL PROJECT ENGINEER TRAFFIC CONTROL PROJECT DESIGN ENGINEER STATE TRAFFIC M ANAGEMENT ENGINEERJ. S. BOURNE, P.E. TRAFFIC CONTROL DESIGN ENGINEER INDEX OF SHEETS SHEET NO.TITLE SEAL APPROVED: DATE: TRANSPORTATION MANAGEMENT PLAN N.C.D.O.T. W ORK ZONE TRAFFIC CONTROL PHONE: (919) 250-4094 FAX: (919) 250-4098 1020 BIRCH RIDGE DRIVE, RALEIGH, NC 27610 (DELIVERY) 1580 M AIL SERVICE CENTER (M SC) RALEIGH, NC 27699-1580 WORK ZONE SAFETY & M OBILITY ONFOETATS DEPARTMENT OF TRANSPORTATIONANIL ORACHTR NFO ETATSDEP ART ME N TOFRATNSPOR TATIONANILORA C HTRO "from the M OUNTAINS to the COAST" DEPARTE N OF ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR LOCATION: LLOYD D. BROWN, P.E. Charlotte, North Carolina 828 253 2796 Consulting Engineers 704 837 7815 Copyright 2006 Vaughn & Melton, Inc. All Rights Reserved LLOYD D. BROWN, P.E. ENGINEER PROJECT ENGINEER DESIGN Asheville, North Carolina c DIVISION 14 LEGEND TRAFFIC CONTROL DEVICES STATIONARY SIGN BARRICADE (TYPE III) TEMPORARY SIGNING NORTH ARROW GENERAL AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 17BP.14.R.150DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED JACKSON COUNTY C. GONZALEZ-MARTELL JOHN LANSFORD, P.E. C. GONZALEZ-MARTELL TMP-1 TITLE SHEET, LEGEND, AND INDEX OF SHEETS TMP-2 SPECIAL SIGN DESIGN VICINITY MAPColeRd.Shoal Rd.CreekCooper Rd.Martin R d.Sh o al Cre e k ChurchLoopH am pto nPl.HiddenSpringsRd. Ca mp Creek Rd.Natio ns Rd. Old C am pR d. Cove Rd. Kitchens Branch Rd.C reek Rd.CreekCamp H idden Sprin gs Rd.Br a dle y BranchRd.Sh ulerCheekCircleBuc ha na nHallWhittierMethodistChurchRd.Rd. R d.Rd. Norfolk Southern Corp. NorfolkValle y Val l eyRd. Rd. Cook Sunset Far mRd. Sunset Far mRd. GreatSmokies Expy. G rea tSmokies Expy.74 441 %74 %441 Whittier summit 2600 Tuckasegee Riv erTuckasegeeRiverCrookedCamp CreekCreek BranchBranch BumgarnerHolcomb Cove Lewis CoveCaneBranch Beck Branch1406 1409 1405 1405 1405 1402 1397 1397 1399 1397 14161416 1531 1565 1573 1397 1397 1413 1404 %74 Valley %441 SITE PROJECT Holc o mbe Tho mas Rd. 1532 DETOUR 1175 1173 SwainJacksonC ount yCo u nt y PROJECT:ON SR 1397 (THOMAS VALLEY RD.) REPLACE BRIDGE NO. 490144 OVER NATIONS CREEK OPERATIONS GENERAL NOTES, LOCAL NOTES, AND TRANSPORTATION TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, DETOUR SIGNING, ROAD CLOSURE, AND PHASING TMP-3 TEMPORARY TRAFFIC CONTROL DETAIL, OFF-SITE Wilmot NAD 83/ 2011 SHEET NO.PROJ. REFERENCE NO.$$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$SEAL APPROVED:DATE: DEPARTE N O F ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR TMP-1A TITLESTD. NO. 1101.03 TEMPORARY ROAD CLOSURES 1101.05 WORK ZONE VEHICLE ACCESSES 1101.11 TRAFFIC CONTROL DESIGN TABLES 1110.01 STATIONARY WORK ZONE SIGNS 1145.01 BARRICADES 1130.01 DRUMS PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: CONSTRUCTION PLANS. ALONG THE EXISTING ROADWAY ALIGNMENT AS SHOWN IN THE REMOVE AND REPLACE EXISTING STRUCTURE AND APPROACHES TMP DESIGN PARAMETERS CONSTRUCTION ROADWAY STANDARD DRAWINGS OPERATIONS TRANSPORTATION OR DIRECTED BY THE ENGINEER. THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF ENGINEER. SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES, AS DIRECTED BY THE OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, TO MEET FIELD CONDITIONS, OR RESULT IN DUPLICATE, OR UNDESIRED DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL GENERAL NOTES LOCAL NOTES AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 BE PLACED IN TWO APPLICATIONS L) FINAL PAVEMENT MARKING APPLICATIONS OF PAINT SHALL PAVEMENT MARKING LINES. K) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING SURFACE OF THE ENTIRE PROJECT. J) INSTALL PAVEMENT MARKINGS (PAINT)ON THE FINAL PAVEMENT MARKINGS AND MARKERS ENTIRE ROADWAY. R-11-2 ATTACHED OF SUFFICIENT LENGTH TO CLOSE I) PLACE TYPE III BARRICADES WITH "ROAD CLOSED" SIGN TRAFFIC CONTROL DEVICES B) MAINTAIN DRIVEWAY ACCESS AT ALL TIMES DURING CONSTRUCTION. TRAFFIC PATTERN ALTERATION. A) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATIONS ANY TRAFFIC PATTERN. H) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING DETOUR WHEN THE DETOUR IS NOT IN OPERATION. G) COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF-SITE CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION. F) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO ROUTE AS SHOWN IN THE TRAFFIC CONTROL PLANS. E) PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR AND TRAFFIC CONTROL PLANS. ROAD ACCORDING TO THE ROADWAY STANDARD DRAWINGS D) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE C) PROVIDE TEMPORARY SIGNING. SIGNING 17BP.14.R.150 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED AT LEAST ONE MONTH PRIOR TO ROAD CLOSURE. 1. NOTIFY JACKSON COUNTY EMERGENCY SERVICES AND PUBLIC SCHOOLS SR 1531, US 74, SR 1534, SR 1397 ,SR 1397, SR 1175THE OFF-SITE DETOUR WILL INCLUDE TRAFFIC WILL BE DETOURED OFF SITE DURING THE CONSTRUCTION PERIOD. TRANSPORTATION OPERATIONS GENERAL NOTES, LOCAL NOTES, AND ROADWAY STANDARD DRAWINGS, D Orange Ground 0.63" 1.5" HTSYMBOLXWIDY Letter spacings are to start of next letter Text Length Series/Size Spacing Factor is 1 unless specified otherwise GS40_ENGLFILENAME: TYPE: QUANTITY: SIGN WIDTH: HEIGHT: MAT’L:ALUMINUM BORDER TYPE: RECESS: WIDTH: RADII: NO. Z BARS: LENGTH: BACKG. COLOR: COPY COLOR: DESIGN BY: PROJECT ID:DIV: in. DATE: USE NOTES: Legend and border shall be direct applied encapsulated lens reflective sheeting. 1. Legend and border shall be direct applied2. enclosed lens reflective sheeting. 3.Shields shall be encapsulated lens reflective sheeting on 0.8mm aluminum and demountable. 4. 5. Background shall be encapsulated lens reflective sheeting. Background shall be enclosed lens reflective sheeting. 0.063 in.(1.6 mm) FLUSH $$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$APPROVED:DATE: DEPARTE N O F ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR PROJ. REFERENCE NO.SHEET NO. CHK BY: LDB TOTAL AREA: CGM DESIGN SPECIAL SIGN Black 3.8 Sq. Ft. 1’-6" 0.38" C 2000/4 1,3,4 Mar 1, 2017 14 2’-6" M.U.T.C.D.: 2009 Edition BORDER R=1.5" TH=0.63" IN=0.38" 6.4 T 2.6 H O 3.2 M 3.2 2.9 V A 3.1 L L E 2.6 C 2000/4 23.72.7 TMP-2 Panel Style: construction_guide.ssi See Plans 17BP.14.R.150 17BP.14.R.150 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DR 2.5 2.9 AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 SIGN NUMR: THOMAS VALLEY RD A S 6.42.2 Y 3 3.2 2.6 2.6 2.4 2.2 3.2 17.2 3.15"23.7"3.15" 2’-6" 3.5" 4"C 3" 4"C 3.5"1’-6" 48’’ X 48’’ AHEAD ROAD CLOSED W20-3 48’’ X 48’’ ROAD CLOSED 500 FT W20-3 48’’ X 48’’ ROAD CLOSED 1000 FT W20-3 48’’ X 48’’ ROAD CLOSED W20-3 500’ 500’ 1/2 MILE C B A STA. 11+00 +/- STA. 14+20 +/- INSET A 48’’ X 48’’ ROAD CLOSED W20-3 NEXT RIGHT 42’’ X 12’’ SP-4R M4-10L R11-4 60’’ x 30’’ DETOUR 48" x 18" ROAD CLOSED TO THRU TRAFFIC TYPE III BARRICADE A B C E F 1 21’’ X 15’’ M6-1 L M4-8 24’’ X 12’’ DETOUR 30’’ X 18’’ TMP-2 SEE SHEET M6-1 21’’ X 15’’ M4-8 24’’ X 12’’ DETOUR 30’’ X 18’’ TMP-2 SEE SHEET M4-8 24’’ X 12’’ DETOUR M6-3 21’’ X 15’’ 30’’ X 18’’ TMP-2 SEE SHEET DETOUR END 24’’ X 18’’ M4-8 A 30’’ X 18’’ TMP-2 SEE SHEET 2 3 5 I K J J K II APPROVED:DATE: DEPARTE N O F ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJ. REFERENCE NO. TMP-317BP.14.R.150 $$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$DETOUR ROUTE I 48’’ X 48’’ AHEAD DETOUR W20-2 D »¿ 8. (THOMAS VALLEY RD) SR 1397 (THOMAS VALLEY RD) SR 1397 CEMETERY RD) (WILMONT SR 1534 CoveRd.Rd.Br a dle y BranchRd.WhittierMethodistChurchRd.Rd. Norfolk Southern Corp. NorfolkRd. Cook Sunset Far mRd. Great Expy. G re a tExpy.74 441 % %441 Whittier summit 2600 Tuckasegee Riv erTuckasegeeRiverCrookedCa mp Creek Creek Branch Bumgarner Cove Lewis CoveCaneBranch Beck Branch1406 1409 1405 1405 1405 1402 1397 1397 14161416 1531 1565 1573 1397 1397 1404 %74 Valley %441 Tho mas Rd. 1532 1175 1173 SwainJacksonC ount yCo u nt y NO. 490144 CULVERT NO. 490144 CULVERT 74 %74Smoky SEE INSET A Smoky Hensl eyThomas1413 LewisCoveRd.Tho mas Valle y ThomasRd.Valle y 1192 Quinn Holcombe Rd. Holco mbe J M4-10R 48" x 18" R11-2 48’’ x 30’’ ROAD CLOSED DETOUR TYPE III BARRICADETYPE III BARRICADE J KSchool Rd.Whit t i er Depot Rd. Whittier Kitchen Natio ns Cree k R o cky Br anchRockyBranchRd.Ce meter y Rd. (WHITTIER SCHOOL RD) SR 1173 PHASING STEP 5: - OPEN SR 1397 (THOMAS VALLEY ROAD, -L-) TO FINAL TRAFFIC PATTERN. REMAINING TRAFFIC CONTROL DEVICES. STEP 4: - ONCE ALL CONSTRUCTION IS COMPLETE, REMOVE OFF-SITE DETOUR SIGNS AND ALL (SEE CONSTRUCTION PLANS). (WILMONT CEMETERY ROAD, -Y-) FROM -Y- STA. 10+10 – TO -Y- STA. 11+42 – NECESSARY, RESURFACE SR 1397 (THOMAS VALLEY ROAD, -Y-) AND SR 1534 STEP 3: - USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 1 OF 15, AND FLAGGERS AS FROM -L- STA. 11+00 – TO -L- STA. 14+29 – (SEE CONSTRUCTION PLANS). AND PLACE FINAL PAVEMENT MARKINGS ON 1397 (THOMAS VALLEY ROAD, -L-) STRUCTURE AND ROADWAY UP TO AND INCLUDING THE FINAL LAYER OF SURFACE COURSE STEP 2: - AWAY FROM TRAFFIC, REMOVE THE EXISTING STRUCTURE AND CONSTRUCT THE PROPOSED AT -L- STA. 11+00 – AND AT -L- STA. 14+20 –. NOTE: INSTALL TYPE III BARRICADES TO CLOSE SR 1397 (THOMAS VALLEY ROAD, -L-) OFF-SITE. OF SR 1397 (THOMAS VALLEY ROAD, -L-) TO THROUGH TRAFFIC, AND DETOUR TRAFFIC CLOSURE AND DETOUR SIGN ASSEMBLIES, PLACE TYPE III BARRICADES FOR THE CLOSING STEP 1: - USING ROADWAY STANDARD DRAWING NO. 1101.03, SHEETS 1 AND 2 OF 9, INSTALL ROAD NOTES PHASING ROAD CLOSURE, AND OFF-SITE DETOUR SIGNING, CONTROL DETAIL, TEMPORARY TRAFFIC 3 3 3 1 4 3 M4-8 24’’ X 12’’ DETOUR 30’’ X 18’’ TMP-2 SEE SHEET 4 M6-2 21’’ X 15’’ 3 15 NEXT LEFT 42’’ X 12’’ SP-4L 48’’ X 48’’ ROAD CLOSED W20-3 G 3 5 R11-2 48’’ x 30’’ ROAD CLOSED TYPE III BARRICADE(S) 48’’ X 48’’ ROAD CLOSED W20-3 G H 24’’ X 24’’ R3-1 24’’ X 24’’ R3-2 D H D A 1 E F City Rd.Old Bryson DEPOT RD WHITTIER FOR ADDITIONAL WORK ZONE SIGNS. SEE ROADWAY STANDARD DRAWING NO. 1101.03, SHEETS 1 AND 2 OF 9, * AS PER ENGINEER’S INSTRUCTIONS, AND AS SHOWN HEREON. - TRAFFIC CONTROL DEVICES 1 AND 5 SHALL BE INSTALLED 2 OF 9. ACCORDING TO ROADWAY STANDARD DRAWING 1101.03, SHEETS 1 AND - TRAFFIC CONTROL DEVICES A THROUGH K SHALL BE INSTALLED ALL DETOUR SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE NOTED.- ALL DETOUR SIGN LOCATIONS ARE APPROXIMATE.- Wilmot 2 2 D F 15 1 D F 5 1 D F 5 F D 1 5 3 3 5 levels:GSCOLORFILL|GSBWFILL|GSOUTLINE levels:GSCOLORFILL|GSBWFILL|GSOUTLINE levels:GSCOLORFILL|GSBWFILL|GSOUTLINE levels:GSCOLORFILL|GSBWFILL|GSOUTLINE 1399 levels:GSCOLORFILL|GSBWFILL|GSOUTLINE STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC PAVEMENT MARKING PLAN 09/08/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT: PROJECT:ENGINEER TRANSPORTATION ENGINEER DESIGN TRANSPORTATION LLOYD D. BROWN, P.E. ROADWAY STANDARD DRAWING THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C. DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. NO. 1205.01 1205.02 1205.12 1261.01 1261.02 1262.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - TWO LANE & MULTILANE ROADWAYS PAVEMENT MARKINGS - BRIDGES GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING GUARDRAIL AND BARRIER DELINEATORS - TYPES & MOUNTING GUARDRAIL END DELINEATION TITLE THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. MARKING B.) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. C.) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. A.) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE JACKSON COUNTY C. GONZALEZ-MARTELL17BP.14.R.150GENERAL NOTES SHEET NO.DESCRIPTION PAVEMENT MARKING PLAN TITLE SHEET PAVEMENT MARKING DETAIL AND SCHEDULEPMP-2 PMP-1 INDEX LEGEND GENERAL NORTH ARROW EXISTING LINES TEMPORARY LINES PAVEMENT MARKINGS SR 1534 (WILMONT CEMETERY ROAD) SR 1397 (THOMAS VALLEY ROAD) ROAD NAME: PAINT PAINT THE ENGINEER. D.) PASSING ZONES WILL BE DETERMINED IN THE FIELD AND MUST BE APPROVED BY DN00469 ON SR 1397 (THOMAS VALLEY ROAD) LOCATION : BRIDGE NO. 490144 OVER NATIONS CREEK AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 SHEET NO. TIP NO. DATE: APPROVED: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.150 PMP-1 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99AND SCHEDULE PAVEMENT MARKING DETAIL SYMBOL DESCRIPTION QUANTITY BREAKDOWN PAY ITEM TOTAL QUANTITY 752 FT 829 FT PAINT (4", 2 COATS) PAINT (4", 2 COATS) -L- STA. 11+00 – TIE TO EXISTING -Y- STA. 10+10 – TIE TO EXISTING -L- STA. 12+72.68 END CULVERT NO. 490144 -L- STA. 12+42.60 BEGIN CULVERT NO. 4901441O PA 1,504 FTPI PA WHITE EDGELINE YELLOW DOUBLE CENTER 1,658 FT PAVEMENT MARKING SCHEDULE THOMAS VALLEY RD -L- SR 1397 1O TO WHI TTI ERTO WIL MOT THO MAS VALLEY RD -Y- SR 1397 -Y- STA. 11+41 – TIE TO EXISTINGCEMETERY RDWI LMONT -Y- SR 1534PI PI PI P8 PA PI PA PA 0 PLANS 20 401020 -L- STA. 13+87 – -Y- STA. 10+48 – -Y- STA. 10+91 – TYPE TL-2 GRAU 350 AT-1R20’ CURVED SHOP TYPE TL-2 GRAU 350 TYPE TL-2 GRAU 350 31 FT PAINT (4", 2 COATS)P8 2 FT. - 6 FT./SP WHITE MINISKIP 62 FT TO US 74-441 AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 SHEET NO. TIP NO. DATE: APPROVED: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.150 PMP-2 N A TI O N S C R E E K C REE K N A TI O NS GRAVEL GR GR SOIL 4 VICINITY MAP JACKSON COUNTY GRADING, DRAINAGE, PAVING, AND STRUCTURE LOCATION: TYPE OF WORK: DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA See Sheet 1-A For Index of Sheets -L- STA. 11+00.00 NATI ONS CRE E KNATI ONS C R E E K TO US 74/441-Y-THOMAS VALLEY RD. TO SR 1510TO S R 1401 SnowshoeBradleyBranchRd.Sh uler Norfolk SouthernValley Rd.Sunset Far mRd. G re a tSmokies Expy.%74 441 Wilmont Tuckasegee Riv er Bra n c h BranchBranchRocky CaneBranch 1405 1397 1401 1533 1399 1400 1398 1397 1397 1404 1534 1391 JoeNations NationsBranchNC GRID NAD 83 NA 2011 1510 END PROJECT 17BP.14.R.150 BEGIN PROJECT 17BP.14.R.150 SITE PROJECT METHOD OF CLEARING II MODIFIED TO S R 1401 TO US 74/441WI LMONT CEMETERY RD. THO MAS VALLEY RD.TO SR 1510 SR 1397 SR 1534 NATI ONS CRE E KC R E E KNATIONS S R 13 9 7 END CULVERT -L- Sta. 12+72.68 -L- Sta. 12+42.60 BEG. CULVERT POT STA. 14+28.76 -L- ON SR 1397 (THOMAS VALLEY RD.) REPLACE BRIDGE NO. 144 OVER NATIONS CREEK for Special Considerations. Refer To E. C. Special Provisions ON THIS PROJECT SENSITIVE AREA(S) EXIST ENVIRONMENTALLY GRAPHIC SCALE PLANS PROFILE (HORIZONTAL) PROFILE (VERTICAL) STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 3/23/20171:00:16 PMP:\2016\16368.09 Br.# 144 Jackson Co. Sub. to V&M\Erosion Control\Design\Jackson144_hyd_EC_tsh.dgn0 0 0 PLAN FOR PROPOSED HIGHWAY EROSION CONTROL EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION. GRUBBING PHASE OF FOR CLEARING AND EROSION CONTROL PLANS THIS PROJECT CONTAINS 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 Temporary Rock Sediment Dam Type A Temporary Rock Sediment Dam Type B Temporary Silt Fence Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design revison thereto are applicable to this project and by reference hereby are considered a part of these plans. Rock Pipe Inlet Sediment Trap Type A EC-1 1606.01 Special Sediment Control Fence 1634.01 1634.02 1635.01 1605.01 1630.01 Temporary Berms and Slope Drains 1606.01 1622.01 Special Sediment Control Fence Riser Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B 1604.01 Railroad Erosion Control Detail 1607.01 Gravel Construction Entrance 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 Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest 1630.05 Temporary Diversion 1630.04 Stilling Basin 1630.03 Temporary Silt Ditch 1630.02 Silt Basin Type B 1630.06 Special Stilling Basin 1631.01 Matting Installation 1632.02 1632.01 Rock Inlet Sediment Trap Type B Rock Inlet Sediment Trap Type A 1632.03 Rock Inlet Sediment Trap Type C 1633.01 1633.02 Temporary Rock Silt Check Type B Temporary Rock Silt Check Type A 1640.01 Coir Fiber Baffle 1645.01 Temporary Stream Crossing EW CFW ROADSIDE ENVIRONMENTAL UNIT Raleigh, NC 27611 1 South Wilmington St. 2012 STANDARD SPECIFICATIONS NAME LEVEL III CERTIFICATION NO. Reviewed by: Reviewed in the Office of: RESOURCES. RESOURCES DIVISION OF WATER OF ENVIRONMENT AND NATURAL THE NORTH CAROLINA DEPARTMENT AUGUST 3, 2011 AND ISSUED BY CONSTRUCTION PERMIT EFFECTIVE BY THE NCG-010000 GENERAL THE REGULATIONS SET FORTH CONTROL PLANS COMPLY WITH THESE EROSION AND SEDIMENT Designed by: SF-490144 MATTHEW HARVEY 3487 2012 STANDARD SPECIFICATIONS Prepared in the Office of: WETHERILL ENGINEERING RALEIGH, NC 27606 1223 JONES FRANKLIN ROAD 20 40 20 40 4 8 ENGINEER. NEED TO BE INSTALLED AS DIRECTED BY THE ADDITIONAL EROSION CONTROL DEVICES MAY REQUIRE PRIOR APPROVAL BY ENGINEER. NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILLNAD 83/ 2011 SHEET NO.PROJECT REFERENCE NO. DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SITE DESCRIPTION SOIL STABILIZATION TIMEFRAMES STABILIZATION TIME 7 DAYS TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES HIGH QUALITY WATER (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 ALLOWED. NONE SLOPES 3:1 OR FLATTER 14 DAYS 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50’ IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. SF-490144 EC-2 NATURAL GROUND NATURAL GROUND FLOW 2’(MAX.) CROSS SECTION CROSS SECTION TRAPEZOIDAL DITCH VEE DITCH EDGE OF PAVEMENT ISOMETRIC VIEW PAVEMENT SHLD. SLOPE BACK SLOPEDITCH STAKE 2’ UPSLOPE MATTING STAKE 2’ DOWNSLOPE STAKE 2’ UPSLOPE MATTING STAKE 2’ DOWNSLOPE TOP VIEW 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: WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL PAM (2 OZ.) FLOW PAM (1 OZ.) PAM (1 OZ.) SHEET NO.PROJECT REFERENCE NO. SF-490144 EC-2A SHEET NO.PROJECT REFERENCE NO. SF-490144 EC-2B TEMPORARY ROCK SILT CHECK TYPE ’A’ WITH EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) DETAIL FLOW A A WIDTH PLAN SECTION A-A SECTION B-B B B 2/3 CHANNEL STRUCTURAL STONE SEDIMENT CONTROL STONE 12" MATTING EXCELSIOR MATTING EXCELSIOR CLASS B STONE PAM INSET A See Inset A MATTING EXCELSIOR CLASS B STONE NOT TO SCALE (4 OZ.) H = 2’ MIN 1’ MIN 1’ MIN USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. TO BE APPLIED TO EACH ROCK SILT CHECK. MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01. INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN NOTES: -L-11+50 11+69 RT 15 55RT12+06-L- 15RT13+2513+05-L- 55LT13+2512+55-L- 4 4 4 12+63.5 140 140 SHEET NO.PROJECT REFERENCE NO. SF-490144 EC-3 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SOIL STABILIZATION SUMMARY SHEET HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4 SUBTOTAL MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER TOTAL SAY SIDESTATION TO STATION FROM LINESHEET NO. CONST ESTIMATE (SY)STATION TO SIDESTATION FROM LINE SHEET NO. CONST ESTIMATE (SY) MATTING FOR EROSION CONTROL MATTING FOR EROSION CONTROL 140 1854185618561858 18581858 1858 1858 18581860 1860 1 8 6 0 186018601860186018601860 18601860186018601860186018621862 18621862186218621 8 6 2 186218621862 1862 18641864186418641 8 64 1864 18641864 18641864 186618661 8 6 6 1 8 6 6 186618661866186618661866 1866 186818681 8 6 8 1868 18681868 187018701870187018701870187018701872 18721 8 7 2 18721872 1 8 7 4 187418761876187618761878 1878187818781 8 7 8 18801880188018801880188018801882188218 8 2 18841 8 8 4 1884 1886188618861886 188818881 8 8 81888188818901890 18901890 1 8 9 018901890 18921892 1894189418941896 1896189618961898189819001900 1900190019001902 19021904 1904190419061906190819081910 19101910 1 9 1 0 19121912 19141914 1916191819181920 19201920 1922192219241924192619281 9 2 8 1 9 3 0 1930193019321932193419 3 4 19361936 19381938194019401940194219461948195019501950195219541954195619561958196019601962196419661968197019701972197419801982DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CONSTRUCTION SHEET 04 EROSION CONTROL FOR CLEARING AND GRUBBING NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B DRAINAGE OUTLETS. AND TEMPORARY ROCK SILT CHECKS TYPE - A AT INSTALLED DURING CLEARING AND GRUBBING PHASE. PERIMETER EROSION CONTROL MEASURES SHALL BE NOTE: SF-490185 EC-04/CONST.04 SEE PROJECT SPECIAL PROVISIONS ENVIRONMENTALLY SENSITIVE AREA T -EL- -EL--EY1-GPS- 1 0 0 18" CMP18" CMP W DISH SAT. 42" WD 42" WD STEPS3 S E L E C EIP EIP GARDEN PLOTSSTEPS MOBILE HO ME PORCH CONCROCK WALL ROCK WALL ROCK WALLCONC WAL LSSS S MTL STORAGE 72" C H L K W/3 S B WGATE1 S BLK BUS15" CMP 15" CMP TOP=1867.75’ INV=1865.14’ INV=1865.16’ INV=1861.80’ PI CNI C S HE DSIGN ROCK TANK OIL STEPS CONC STEPS WALL ROCK EIP GPS-101 SIGNS DI SHED PL ASTIC 4"60.00’EXI STI NG R/ W EXI STI NG R/ W GRAVELSROCK WALL22.00’ 22.00’ INV=1871.31’ NAIL NAIL NAIL NAIL EIP EXISTING R/W EXISTING R/W CHERRY 3" BL-1 CL1 CL2BD1 BD2 NAIL BD3 BD4 W1 S1 N1 E1 1900.31’ O/H WIRE HGT. 1884.14’O/H WIRE HGT. SOIL CONC ASP H GR ASPH GR DB 1196 PG 510 JEFFERY NATIONS DB 342 PG 39 C. L. BRADLEY JASON DUNFORD CHURCH1 S BL KDB 559 PG 753 DIANA NATIONS JEFFERY NATIONS DB 2095 PG 813 ALISHA D. JONES DB 2082 PG 447 BAPTIST CHURCH, INC. WILMOT INDEPENDENT MISSIONARY DB 1094 PG 124 DB 2083 PG 611 BUCHANAN HOLDINGS, LLC G101 GPS-101 629258.8260 715017.0270 1867.58 14+24.86 22.63 RT 1 BL-1 629305.9738 714945.0131 1866.77 13+39.51 11.30 RT G100 GPS-100 629510.1770 714687.3280 1873.37 10+06.80 21.39 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET BL R/R SPIKE SET IN NEW X-TIE ON R/R N 1741’40.31" E 126.42’ -BL- STA. 5+00.00 BM#1 ELEV. 1865.01’ 1 2 3 4 5 # S14 DUKE ENERGY NO # DUKE ENERGY # 40T 114 3 NP&L 1G37 DUKE ENERGY # 2 COMMUNICATIONS FRONTIER # 2 COMMUNICATIONS FRONTIER UTILITY OWNERS HENDERSONVILLE, NC 28792 957 SPARTANBURG HWY. DUKE ENERGY SR 1397 18’ BST THOMAS VALLEY RD. N A TI O NS C R E E K SR 1 5 3 4 1 8 ’ BSTWI LMONT CEMETERY RD.US 74/441700’ +/ - TONAIL SET IN ROOT OF 12" SYCAMORE -BL- STA. 8+02.44 22.54’ LT. BM#2 ELEV. 1866.51’MAI NT AI NE D R/WS R 1397 18’ BS T T HOMAS VALL E Y R D. DB 2101 PG 520 CREE K N ATIO NS BNAD 83\ NA 2011C 1 2 3 4 5 18" REMOVE 15" RCP-V -L- 2GI REMOVE NAD 83\ NA 2011$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ 5/14/99SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.150 0 20 40 13+00STA. 12+57.50 -L- CULVERT CONSTRUCTION SEQUENCE BASIN STILLING SPECIAL DIKE IMPERVIOUS DIKE IMPERVIOUS 9. COMPLETE ROADWAY IMPROVEMENTS 8. REMOVE IMPERVIOUS DIKES, REMOVE 24" TEMPORARY FLEXIBLE PIPES AND SPECIAL STILLING BASIN 7. CONSTRUCT INLET AND OUTLET CHANNEL IMPROVEMENTS 6. CONSTRUCT CULVERT AND WINGWALLS 5. REMOVE EXISTING BRIDGE 4. CONSTRUCT IMPERVIOUS DIKES 3. INSTALL 2@24" TEMPORARY FLEXIBLE PIPES 2. INSTALL SPECIAL STILLING BASIN FOR PUMPED EFFLUENT (MIN. VOLUME = 50 CY) 1. INSTALL PROPOSED EROSION CONTROL MEASURES PIPES FLEXIBLE TEMPORARY 12+00EC-05 18" CMP W DISH SAT.STEPSGARDEN PLOT STEPS MOBILE HO ME PORCH CONCROCK WALL ROCK WALL ROCK WALLCONC WALLSS S MTL STORAGE 72" C H L K W/3 S B WGATE1 S BLK BUS15" CMP PI CNI C S HE DSHED PL ASTIC 4"EXI STI NG R/ W GRAVEL EXISTING R/W EXISTING R/W CHERRY 3" SOIL GR ASPH GR SR 1397 18’ BST THOMAS VALLEY RD. N A TI O NS C R E E K CREE K N ATI O NS 0401 C C C F F F F F F F F CC C F DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SF-490185 EC-06/CONST.04 100004030201Exist.0004030201010203030201Exist.0202030100040404BEGIN PROJECT -L- STA. 11+00.00 PC Sta. 10+46.70 PT Sta. 11+10.87 PC Sta. 11+25.75 POT Sta. 10+00.00 PRC Sta. 12+29.66 PT Sta. 13+29.94 POT Sta. 11+49.25 -Y- PT Sta. 11+21.82 -Y- POC Sta. 10+81.76 -Y- POT Sta. 14+28.76 -L- END PROJECT PC Sta. 10+22.39 -Y- POT Sta. 10+00.00 -Y- 0401 T GPS- 1 0 0 18" CMP18" CMP W DISH SAT. 42" WD 42" WD STEPS3 S E L E C EIP EIP GARDEN PLOTSSTEPS MOBILE HO ME PORCH CONCROCK WALL ROCK WALL ROCK WALLCONC WAL LSSS S MTL STORAGE 72" C H L K W/3 S B WGATE1 S BLK BUS15" CMP 15" CMP TOP=1867.75’ INV=1865.14’ INV=1865.16’ INV=1861.80’ PI CNI C S HE DSIGN ROCK TANK OIL STEPS CONC STEPS WALL ROCK EIP GPS-101 SIGNS DI SHED PL ASTIC 4"60.00’EXI STI NG R/ W EXI STI NG R/ W GRAVELSROCK WALL22.00’ 22.00’ INV=1871.31’ NAIL NAIL NAIL NAIL EIP EXISTING R/W EXISTING R/W CHERRY 3" BL-1 CL1 CL2BD1 BD2 NAIL BD3 BD4 W1 S1 N1 E1 1900.31’ O/H WIRE HGT. 1884.14’O/H WIRE HGT. SOIL CONC ASP H GR ASPH GR DB 1196 PG 510 JEFFERY NATIONS DB 342 PG 39 C. L. BRADLEY JASON DUNFORD CHURCH1 S BL KDB 559 PG 753 DIANA NATIONS JEFFERY NATIONS DB 2095 PG 813 ALISHA D. JONES DB 2082 PG 447 BAPTIST CHURCH, INC. WILMOT INDEPENDENT MISSIONARY DB 1094 PG 124 DB 2083 PG 611 BUCHANAN HOLDINGS, LLC G101 GPS-101 629258.8260 715017.0270 1867.58 14+24.86 22.63 RT 1 BL-1 629305.9738 714945.0131 1866.77 13+39.51 11.30 RT G100 GPS-100 629510.1770 714687.3280 1873.37 10+06.80 21.39 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET BL R/R SPIKE SET IN NEW X-TIE ON R/R N 1741’40.31" E 126.42’ -BL- STA. 5+00.00 BM#1 ELEV. 1865.01’ 1 2 3 4 5 # S14 DUKE ENERGY NO # DUKE ENERGY # 40T 114 3 NP&L 1G37 DUKE ENERGY # 2 COMMUNICATIONS FRONTIER # 2 COMMUNICATIONS FRONTIER UTILITY OWNERS HENDERSONVILLE, NC 28792 957 SPARTANBURG HWY. DUKE ENERGY SR 1397 18’ BST THOMAS VALLEY RD. N A TI O NS C R E E K SR 1 5 3 4 1 8 ’ BSTWI LMONT CEMETERY RD.US 74/441700’ +/ - TONAIL SET IN ROOT OF 12" SYCAMORE -BL- STA. 8+02.44 22.54’ LT. BM#2 ELEV. 1866.51’MAI NT AI NE D R/WS R 1397 18’ BS T T HOMAS VALL E Y R D. DB 2101 PG 520 CREE K N ATIO NS BNAD 83\ NA 2011C 18" RETAIN REMOVE SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL B SPECIAL CUT BASE DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH 24" CMP EST. 7 SY GF EST. 2 TON CL. B RIP RAP 15" RCP-V SEE DETAIL C DITCH CLEAN OUT 25 LF D2:1( Not to Scale) DITCH CLEANOUT DETAIL C Ground Natural Slope Ditch Front Min. D=1.0 Ft. 2:1 FROM -Y- STA. 11+31 TO STA. 11+56 LT 0402 0403 -L- 2GI Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 12+56 TO STA. 13+00 LT FROM -L- STA. 13+05 TO STA. 13+25 RT FROM -L- STA. 11+50 TO STA. 11+69 RT DETAIL A Min. D=1.0 Ft. Ground Natural Slope Ditch Front BRIDGE EXISTING REMOVE SEE DETAIL D INLET TYICAL2:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or FROM -L- STA. 12+06 TO STA. 12+57 RT DETAIL B B=2.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Ditch Front SEE DETAIL E OUTLET TYICAL 2:1 1’ TO 2’ VARIES DEPTH GROUND NATURAL EXCAVATE 0’ TO 9’ VARIES FROM BENCH WIDTH 8’ TO 9’ VARIES FROM CHANNEL WIDTH EST GEOTEXTILE = 67 SY EST TON CLASS ’I’ RIP RAP = 48 TONS COIR FIBER MATTING = 43 SY1.5’(TYP.)2:1W/ GEOTEXTILE (TYP.) CLASS ’I’ RIP RAP EXCAVATE COIR FIBER MATTING ON BENCH 4’ TO 5’ VARIES DEPTH 1’ BENCH 2:1DDE = 65 CY DETAIL E OUTLET TYPICAL (LT TO RT LOOKING DOWNSTREAM) NOT TO SCALE GROUND NATURAL2:1 (TYP.)1.5’2:14’ TO 5’ VARIES DEPTH APPROX. 1’ DEPTH EXCAVATE EXCAVATE W/ GEOTEXTILE (TYP.) CLASS ’I’ RIP RAP 6’ TO 9’ VARIES FROM CHANNEL WIDTH2:11’ BENCH NOT TO SCALE INLET TYPICAL (LT TO RT LOOKING DOWNSTREAM) DDE = 32 CY COIR FIBER MATTING ON BENCH EST GEOTEXTILE = 60 SY EST TON CLASS ’I’ RIP RAP = 40 TONS COIR FIBER MATTING = 36 SY 0’ TO 9’ VARIES FROM BENCH WIDTH DETAIL D REMOVE REMOVE 15" RCP-V 0402 0401 0404 C C C C F F F F F F F F CC C C F STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET HEALING IN DIBBLE PLANTING METHOD firming soil at top. 5. Push handle forward PLANTING NOTES: N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT protected area. 1. Locate a healing-in site in a shady, well the root collar is at ground level. against the sloping end so that 4. Place a single layer of plants as necessary and water thoroughly. 6. Repeat layers of plants and sawdust correct depth. and place seedling at 2. Remove planting bar USING THE KBC PLANTING BAR SEEDLING / LINER BAREROOT PLANTING DETAIL PLANTING DETAILS MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING: toward planter. as shown and pull handle 1. Insert planting bar root systems from drying. container to prevent the canvas bag or similar shall be kept in a moist During planting, seedlings PLANTING BAG soil at bottom. toward planter, firming 4. Pull handle of bar thoroughly. hole open. Water 6. Leave compaction RF-1 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR 25% BETULA NIGRA 25% FRAXINUS PENNSYLVANICA 25% PLATANUS OCCIDENTALIS 25% LIRIODENDRON TULIPIFERA SF-490144 12 inches deep and provide drainage. 2. Excavate a flat bottom trench a sloping angle. sawdust over the roots maintaining 5. Place a 2 inch layer of well rotted at one end of the trench. well rotted sawdust at a sloping angle rotted sawdust. Place a 2 inch layer of 3. Backfill the trench with 2 inches well 2 inch from seedling. 2 inches toward planter 3. Insert planting bar 1 inch thick at center. 4 inches wide and be 12 inches long, cross section, and shall blade with a triangular Planting bar shall have a KBC PLANTING BAR root collar. 10 inches below the no roots extend more than pruned, if necessary, so that All seedlings shall be root ROOT PRUNING REFORESTATION AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING, REFORESTATION REFORESTATION DETAIL SHEET RIVER BIRCH GREEN ASH AMERICAN SYCAMORE TULIP POPLAR CONCCONC CONC GRAVEL GR GR SOIL CONTRACT:17BP.14.R.150 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SHEET NO. UO-1 UTILITIES BY OTHERS PROJECT REFERNCE NO. JACKSON COUNTY 17BP.14.R.150 V&M PROJECT #31631-07TRANSPORTATION\31613-07\UTILITIES\UO-1.DGN XX DEPART ME NT OF TRANSPORTATION STATE OF NORTH CARO LI NABY: PREPARED PLANS UTILITY OWNERS ON PROJECT INDEX OF SHEETS PREPARED FOR THE OFFICE OF: FAX (919) 250-4119 PHONE (919) 250-4128 RALEIGH NC 27699-1591 1591 MAIL SERVICES CENTER DIVISION OF HIGHWAYS SECTION UTILITIES ENGINEERING Lynn Mann, P.G. UO-2 UTILITIES BY OTHERS PLAN SHEET UO-1 TITLE SHEET SHEET NO. DESCRIPTION LOCATION: BRIDGE NO. 490144 OVER NATIONS CREEK ON SR 1397 (THOMAS VALLEY ROAD) 0 PLANS 20 10 20 40 VICINITY MAPColeRd.Shoal Rd.CreekCooper Rd.Martin R d.Sh oal Cre e k ChurchLoopH am pto nPl.HiddenSpringsRd. Ca mp Creek Rd.Natio ns Rd. Old C am pR d. Cove Rd. Kitchens Branch Rd.Creek Rd.CreekCamp H idden Sprin gs Rd .Br a d le yBranchRd.Sh ulerCheekCircleBuc ha na nHallWhittierMethodistChurchRd.Rd. R d.Rd. Norfolk Southern Corp. NorfolkValle y Val l eyRd. Rd.Cook Sunset Far mRd. Sunset Far mRd. GreatSmokies Expy. G rea tSmokies Expy.74 441 %74 %441 Wilmont Whittier summit 2600 Tuckasegee Riv erTuckasegeeRiverCrookedCamp CreekCreek BranchBranch BumgarnerHolcomb Cove Lewis CoveCaneBranch Beck Branch1406 1409 1405 1405 1405 1402 1397 1397 1399 1397 14161416 1531 1565 1573 1397 1397 1413 1404 %74 Valley %441 SITE PROJECT Holc o mbe Tho mas Rd. 1532 DETOUR 1175 1173 SwainJacksonC ount yCo u nt y NATI ONS CRE E KNATI ONS C R E E K TO US 74/441-Y-THOMAS VALLEY RD. TO SR 1510TO S R 1401TO S R 1401 TO US 74/441WI LMONT CEMETERY RD. THO MAS VALLEY RD.TO SR 1510 SR 1397 SR 1534 NATI ONS CRE E KC R E E KNATIONS S R 13 9 7 END CULVERT -L- STA. 12+72.68 -L- STA. 12+42.60 -L- PROJECT: DN00469Robert Golding DIVISION 14 UTILITY COORDINATOR UTILITIES PROJECT COORDINATOR4/6/17BEGIN CULVERT AND BURIED TELEPHONE TYPE OF WORK: AERIAL POWER & TELEPHONE Middlesboro, Kentucky Tri-Cities, Tennessee All Rights Reserved Charlotte, North Carolina Tennessee Knoxville, South Carolina Spartanburg, Asheville, North Carolina Copyright 2006 Vaughn & Melton, Inc.c 704 357 0488 423 467 8401 865 546 5800 606 248 6600 864 574 4775 828 253 2796 Consulting Engineers 30 SCALE 22X34 Consulting Engineers Asheville, NC 28806 1318-F Patton Ave. 828-253-2796 (2) TELEPHONE - FRONTIER COMM. (1) POWER - DUKE ENERGY -L- STA. 11+00.00 BEGIN PROJECT 17BP.14.R.150 -Y- STA. 10+00.00 BEGIN CONSTRUCTION -Y- STA. 10+81.76 -L- STA. 14+28.76 END PROJECT 17BP.14.R.150 -Y- STA. 11+49.25 END CONSTRUCTIONNAD 83/ 2011NAD 83/ 2011 18" CMP18" CMPST EPSSPORCH CONCROCK WALL ROCK WALLCONC WALL1 S BLK BUSCONC DI SHED PL ASTIC 4"60.00’SROCK WALL22.00’ 22.00’ CONC ASP H ASPH S R 13 9 7 18’ BS TTHOMAS VALLEY RD. N A TI O NS C R E E K SR 1 5 3 4 1 8 ’ BSTWI LMONT CEMETERY RD.US 74/441700’ +/ - TOS R 1397 18’ BS T T HOMAS VAL L E Y R D. CREE K N ATIO NS GRAVEL GR GATE MAI NT AI NE D R/W15" CMP 15" CMP CHURCH1 S BL KPI CNI C S HE DGR GARDEN PLOT EXISTING R/W MTL STORAGE EXISTING R/WEXISTING R/ W EXI STI NG R/ W MOBILE HO ME SOIL W STEPS STEPS WALL ROCK TANK OIL STEPS ROCK WALL C C C C F FF F F F F CC C C F 18" SOO15" RCP-V 17BP.14.R.150CONTRACT:V&M PROJECT #31631-07TRANSPORTATION\31631-07\UTILITIES\JACKSON 144_UO-2.DGNPROJECT: Middlesboro, Kentucky Tri-Cities, Tennessee All Rights Reserved Charlotte, North Carolina Tennessee Knoxville, South Carolina Spartanburg, Asheville, North Carolina Copyright 2006 Vaughn & Melton, Inc.c 704 357 0488 423 467 8401 865 546 5800 606 248 6600 864 574 4775 828 253 2796 Consulting Engineers SHEET NO. UTILITIES BY OTHERS UO-2 PROJECT REFERENCE NO. BE DONE BY OTHERS SHOWN ON THIS SHEET WILL ALL PROPOSED UTILITY WORK NOTE: 17BP.14.R.15020 Scale40 Scale NC GRID NAD 83 NA 2011 BEGIN PROJECT -L- STA. 11+00.00 -L- -Y- -L- STA. 12+72.68 END CULVERT BEGIN PROJECT -L- STA. 11+00.00 BEGIN PROJECT -L- STA. 11+00.00 END PROJECT 11+0011+0012+0013+0014+00T -Y- STA. 10+81.76 -Y- 10+00-L- 10+00-L- STA. 12+42.60 BEGIN CULVERT #S14 DUKE NO# DUKE NP&L 1G37 #40T 114 3 DUKE #2 COMMUNICATIONS FRONTIER DN0046911x17 40 SCALE JACKSON COUNTY STRUCTURE 490144 4/6/17TEL PED TEL PED TEL PED AERIAL LINES REMOVE FRONTIER POLES REMOVE REM ABANDON -L- STA. 14+28.76 T JEFFERY NATIONS DB 2101 PG 520 JEFFERY NATIONS DB 1196 PG 510 C. L. BRADLEY DB 342 PG 39 BUCHANAN HOLDINGS, LLC DB 2083 PG 611 JASON DUNFORD DB 1094 PG 124 BAPTIST CHURCH, INC. WILMOT INDEPENDENT MISSIONARY DB 2082 PG 447 DB 2095 PG 813 ALISHA D. JONES DIANA NATIONS DB 559 PG 753 1 2 3 4 5 IN CUBIC YARDS DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SHEET NO.PROJECT REFERENCE NO. EXCAVATION UNCLASSIFIED COMPUTED BY: CHECKED BY:DATE: DATE: CROSS SECTION SUMMARY EMBT 9 13 NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT. 11 0 0 0 12 3 12 17 2 $$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$X-1A17BP.14.R.150 R/W SHEET NO. 11+00.00 11+25.00 11+75.00 12+25.00 12+75.00 13+25.00 13+75.00 12 KB 14+17.30 29 27 0 LOCATION -L- -L- -L- -L- -L- -L- -L- -L- 11+50.00-L-18 2 -L- 12+00.00 9 5 -L- 12+50.00 13 72 -L- 13+00.00 11 52 -L- 13+50.00 34 3 -L- 14+00.00 26 0 10-5-17 103 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 10/6/2017S:\transportation\31631-07 Jackson 144 - 17BP.14.R.150\Roadway\Xsc\Jackson144_rdy_xpl.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0 6/23/161865 1865 1870 1870 1875 1875 1880 1880 1885 1885 1890 1890 1895 1895 1860 1860 10+75.00 1865 1865 1870 1870 1875 1875 1880 1880 1885 1885 1890 1890 1895 1895 1900 1900 1860 1860 X-117BP.14.R.150 -L- 2.5 5 11+00.00 BEGIN PROJECT 17BP.14.R.150 1867.74 1866.96 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 10/6/2017S:\transportation\31631-07 Jackson 144 - 17BP.14.R.150\Roadway\Xsc\Jackson144_rdy_xpl.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0 6/23/161865 1865 1870 1870 1875 1875 1880 1880 1885 1885 1890 1890 1895 1895 1860 186011+25.00 1865 1865 1870 1870 1875 1875 1880 1880 1860 186011+50.00 1865 1865 1870 1870 1875 1875 1880 1880 1860 1860 11+75.00 X-217BP.14.R.150 -L- 2.5 5 1866.50 0.035 0.0054:1 1864.354:12:1 1866.30 0.040 0.0204:1 1864.453:12:1 S.S. 1870.08 1866.28 0.040 0.0404:1 S.S. 1871.99 DRIVE 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 10/6/2017S:\transportation\31631-07 Jackson 144 - 17BP.14.R.150\Roadway\Xsc\Jackson144_rdy_xpl.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0 6/23/161860 1860 1865 1865 1870 1870 1855 1855 12+00.00 1860 1860 1865 1865 1870 1870 1855 1855 12+25.00 1860 1860 1865 1865 1870 1870 1875 1875 1855 1855 12+50.00 1865 1865 1870 1870 1875 1875 1860 186012+75.00 X-317BP.14.R.150 -L- 2.5 5 12+42.60 BEGIN CULVERT 12+42.60 END CULVERT 1866.44 0.030 0.0304:1 DRIVE 1866.97 0.005 0.0052:1 2: 1 1867.37 0.020 0.0202:1 S.S. 1861.53 2: 1 1867.42 0.040 0.0402:1 2: 1 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 10/6/2017S:\transportation\31631-07 Jackson 144 - 17BP.14.R.150\Roadway\Xsc\Jackson144_rdy_xpl.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0 6/23/161865 1865 1870 1870 1875 1875 1860 186013+00.00 1865 1865 1870 1870 1860 1860 13+25.00 1870 1870 1875 1875 1865 186513+50.00 1870 1870 1875 1875 1865 186513+75.00 1870 1870 1875 1875 1865 1865 14+00.00 1870 1870 1875 1875 1865 1865 14+25.00 X-417BP.14.R.150 -L- 2.5 5 14+28.76 END PROJECT 17BP.14.R.150 1867.09 0.040 0.0402:1 2: 1 2:11866.86 0.040 0.040 2: 1 2:1 2:1 2:11867.03 0.027 0.0274:1 1867.74 0.002 0.0024:1 1869.20 1870.91