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Home My WebLink About20211105 Ver 1_Meeting Request Review Doc Attachment_20210709CANEY FORK CREEK CANEY FORK CREEK CANEY FORK CREEK VICINITY MAP LOCATION PROJECTHooperCemeteryRd.MosesCreekJohnsCreek Rd. .62East Laport dR H HFMoses Creek Church Stephenson Cemetery Hooper Cemetery Z Hooper Knob Shelton Mountain Alum 3719summit T V = = = =MPH ADT ADT % * FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4 TO END TO SR 1737 JACKSON COUNTY ON SR 1738 (HOOPER CEMETERY ROAD) GRADING, DRAINAGE, PAVING, AND STRUCTURE 20 10 20 40 20 10 20 40 4 2 4 8 2017 70 2037 96 6 15 RURAL LOCAL SUBREGIONAL TIER NC GRID NAD 83 NA 2011 LENGTH ROADWAY PROJECT 17BP.14.R.145 = 0.031 MI LENGTH STRUCTURE PROJECT 17BP.14.R.145 = 0.014 MI SR 1738 (HOOPER CEMETERY RD.)NC GRI DNAD 8 3 NA 2 0 11 -L- STA 12+16.67 END BRIDGE -L- POT STA. 10+50.00 BEGIN PROJECT 17BP.14.R.145 -L- POT STA. 12+90.00 END PROJECT 17BP.14.R.145 TOTAL LENGTH OF PROJECT 17BP.14.R.145 = 0.045 MI -L- -L- STA 11+43.95 BEGIN BRIDGE 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/9917BP.14.R.145DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 2/16/2018S:\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Proj\Jackson203_rdy_TSH.dgnUser:jddavesCONTRACT:PROJECT:17BP.14.R.145ARTMEN N ASO H DEPT O F TRA S PORTTIONTATEOFNRTCAR O LI NADN00464See Sheet 1A For Index of Sheets THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 17BP.14.R.145 N/A PE 17BP.14.R.145 N/A R/W 17BP.14.R.145 N/A CONST. BRIDGE NO. 490203 OVER CANEY FORK CREEK SIGNATURE: 2018 STANDARD SPECIFICATIONS Prepared in the Office of: VAUGHN & MELTON ASHEVILLE NC, 28806 1318-F PATTON AVE. FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS PROJECT ENGINEER PROJECT DESIGN ENGINEER ALEX FITZPATRICK JOSH DEYTON, PE NCDOT CONTACT: DIVISION 14 BRIDGE PROJECT MANAGER REECE M. SCHULER, PE, PLS NORH C ROLI N APROFESSIONAL ENGINEER T A RUONDIR .S YEL DARB033023 S E A L AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL REE CE M. SCHULER26960 JULY 25, 2017 OCTOBER 8, 2024 1735 1735 1736 1738 1737 1737 1740 ENGINEER SHEET NO.PROJECT REFERENCE NO.2/13/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Proj\Jackson203_rdy_psh01a.dgnUser:jddavesROADWAY DESIGN DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDAIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL REE CE M. SCHULER26960 17BP.14.R.145 1A ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. RIGHT-OF-WAY MARKERS: UTILITY OWNERS ON THIS PROJECT ARE Duke Energy UTILITIES: APPROACHING A BRIDGE. SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS- END BENTS: MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD SUBSURFACE PLANS: WORK" IN ACCORDANCE WITH SECTION 104-7. SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC WILL BE PAID FOR AS "EXTRA TEMPORARY SHORING: WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING GUARDRAIL: SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.02 ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SHOULDER CONSTRUCTION: SECTIONS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL STD. NO. 225.05 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH 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: EFFECTIVE: 01-16-2018 GENERAL NOTES: 2018 SPECIFICATIONS 876.02 Guide for Rip Rap at Pipe Outlets 862.03 Structure Anchor Units 862.02 Guardrail Installation 862.01 Guardrail Placement 846.04 Drop Inlet Installation in Shoulder Berm Gutter 846.01 Concrete Curb, Gutter and Curb & Gutter 840.66 Drainage Structure Steps 840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates 840.29 Frames and Narrow Slot Flat Grates 840.25 Anchorage for Frames - Brick or Concrete or Precast 840.00 Concrete Base Pad for Drainage Structures DIVISION 8 - INCIDENTALS 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I DIVISION 5 - SUBGRADE, BASES AND SHOULDERS 422.02 Bridge Approach Fills - Type II Modiefied Approach Fill DIVISION 4 - MAJOR STRUCTURES 300.01 Method of Pipe Installation DIVISION 3 - PIPE CULVERTS 225.04 Method of Obtaining Superelevation - Two Lane Pavement 225.02 Guide for Grading Subgrade - Secondary and Local 200.02 Method of Clearing - Method II DIVISION 2 - EARTHWORK STD.NO. TITLE project and by reference hereby are considered a part of these plans: N. C. Department of Transportation - Raleigh, N. C., Dated January, 2018 are applicable to this The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - 2018 ROADWAY ENGLISH STANDARD DRAWINGS REV. EFF. 01-16-2018 S-1 THRU S-24 STRUCTURE PLANS X-1 THRU X-4 CROSS-SECTIONS X-1A CROSS-SECTION SUMMARY UO-1 THRU UO-2 UTILITY PLANS EC-1 THRU EC-5 EROSION CONTROL PLANS RF-1 THRU RF-3 REFORESTATION PLANS SIG-1 SIGNAL PLAN PMP-1 PAVEMENT MARKING PLAN TMP-1 THRU TMP-5 TRAFFIC CONTROL PLANS 4 PLAN & PROFILE SHEET 3P-1 PARCEL INDEX SHEET 3D-1 DRAINAGE SUMMARIES 3B-1 ROADWAY SUMMARIES 2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS 1C-1 SURVEY CONTROL SHEET 1B CONVENTIONAL SYMBOLS LIST OF STANDARD DRAWINGS 1A INDEX OF SHEETS, GENERAL NOTES, AND 1 TITLE SHEET SHEET NUMBER SHEET INDEX OF SHEETS 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. 1B17BP.14.R.145 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 CANEY FORK CREEK CAT-1 GRAU 350 TL-2 GRAU 350 TL-2AT-1 SHEET NO. Location and Surveys NC GRI DNAD 8 3 NA 2 0 1112/06/07PROJECT REFERENCE NO.2/12/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Proj\Jackson203_rdy_psh1c.dgnUser:jddaves1C-117BP.14.R.145 **************************************** 10" SPIKE IN BASE OF 24" SYCAMORE S 4935’32.75" W Dist 90.35 BL STATION 5+00.00 N 591541 E 765827 BM1 ELEVATION = 2165.74 **************************************** **************************************** 10" SPIKE IN ROOT OF A 15" PINE BL STATION 7+34.00 17 LEFT N 591804 E 765806 BM2 ELEVATION = 2171.57 **************************************** 490203_LS_CONTROL.TXT BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. 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. NOTES: ALIGN STATION OFFSET NORTH EAST L 10+40.00 9.00 591562.34871 765868.84991 L 10+40.00 30.00 591552.09832 765887.17829 L 10+77.29 30.00 591584.64799 765905.38211 L 11+41.01 30.00 591679.06204 765893.30674 L 12+12.21 30.00 591730.46190 765844.02714 L 12+63.54 30.00 591749.48988 765839.14141 L 13+05.00 9.00 591793.69096 765831.11038 L 13+05.00 30.00 591786.48498 765850.83534 L 10+40.00 -30.00 591581.38514 765834.81148 L 10+77.29 -30.00 591613.93480 765853.01531 L 11+41.01 -30.00 591637.53832 765849.99646 L 12+12.21 -30.00 591688.93267 765800.72213 L 12+63.54 -30.00 591765.03362 765781.18978 L 13+05.00 -30.00 591807.07350 765794.47832 L 13+05.00 -9.00 591799.86752 765814.20328 L 10+40.00 -9.00 591571.13475 765853.13987 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "GPS 100" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 591599.7790(ft) EASTING: 765895.4520(ft) ELEVATION: 2169.80(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9997739843 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 BEARING S 3821’57" W DISTANCE 86.92’ "GPS 100" TO -L- STATION 10+00.00 ALIGN STATION OFFSET NORTH EAST L 12+00.00 -70.00 591652.43873 765780.29660 L 12+00.00 -30.00 591680.12122 765809.17012 L 11+60.00 -30.00 591651.24770 765836.85260 L 11+60.00 -70.00 591623.56521 765807.97908 -FINAL- SURVEY CONTROL SHEET FINAL row marker iron pin and cap -e FINAL row marker easement - e pde FINAL -L- TYPE STATION NORTH EAST POT 10+00.00 591531.8305 765841.4703 PC 10+77.29 591599.2914 765879.1987 PT 11+41.01 591658.3002 765871.6516 PC 12+12.23 591709.7142 765822.3584 PCC 12+63.54 591757.2618 765810.1656 PT 13+20.84 591811.5676 765828.3437 EQB 14+14.76 591898.6484 765863.5266 EQA 10+00.00 591898.6484 765863.5266 GPS-101 ELEV=2,165.74’ BM-1 ELEV=2,171.57’ BM-2 ELEV.=2,168.48’ E=766,063.2870 N=591,982.1540 LOCALIZED PROJECT COORDINATES NCDOT BASELINE MONUMENT (GPS-101) ELEV.=2,167.19’ E=765,795.2580 N=591,745.8460 LOCALIZED PROJECT COORDINATES NCDOT BASELINE MONUMENT (BL-1)ELEV.=2,167.47’ E=765,898.6354 N=591,948.5931 LOCALIZED PROJECT COORDINATES NCDOT GPS MONUMENT (BL-2) -L- POT STA. 10+50.00 BEGIN PROJECT 17BP.14.R.145 -L- POT STA. 12+90.00 END PROJECT 17BP.14.R.145 86 .92 ’ S 38 21’57" W GPS-100 3 BL-3 592099.9809 765989.8900 2167.81 16+70.63 9.13 RT 2 BL-2 591948.5931 765898.6354 2167.47 14+93.14 10.67 RT 1 BL-1 591745.8460 765795.2580 2167.19 12+66.24 11.32 LT G100 GPS-100 591599.7790 765895.4520 2169.80 10+82.92 14.74 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET BL ELEV.=2,169.80’ E=765,895.4520 N=591,599.7790 LOCALIZED PROJECT COORDINATES NCDOT BASELINE MONUMENT (GPS-100) ELEV.=2,167.81’ E=765,989.8900 N=592,099.9809 LOCALIZED PROJECT COORDINATES NCDOT BASELINE MONUMENT (BL-3) SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/992/16/2018S:\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Proj\Jackson203_rdy_typ.dgnUser:jddavesPAVEMENT SCHEDULE EARTH MATERIALT C1 NOTE: ALL PAVEMENT SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. PAVEMENT DESIGN IN EACH OF TWO LAYERS. TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, CL 1" 1’-0"1’-0" C1 C ASPHALT OVERLAY 3" CONSTANT DEPTH GRADE POINT L RDWY & 27’-0" OUT TO OUT 24’-10"1" TAPER1" TAPER C1 4’-5"2’-5"9’-0"9’-0" 17BP.14.R.145 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 11’-5"13’-5" 0.02 0.02 DRAWING NOT TO SCALE J1 PROP. 8" AGGREGATE BASE COURSE CL GRADE POINTC1 GRADE TO THIS LINE 0.08 VARIES C1 T GRADE TO THIS LINE 0.08 T **9’-0"9’-0" -L- 0.02 FT/FT0.02 FT/FT * 7’-0" WITH GUARDRAIL 8’-0" J1 J1 11" 6"6" 2’-0"2’-0" 4 :1 2:1 EXIST. GROUND 2:1EXIST. GROUND2:1EXIST. GROUND EXIST. GROUND 2:1 4:1 TYPICAL SECTION NO. 1 -L- STA. 11+43.95 (BEGIN BRIDGE) TO -L- STA. 12+16.67 (END BRIDGE) -L- TYPICAL SECTION NO. 2 2A-1 TYPICAL SECTION NO. 2 TYPICAL SECTION NO. 1 AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL REE CE M. SCHULER26960 AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL REE CE M. SCHULER26960 OFFSET BLOCK POST 2:1 TO FACE OF GUARDRAIL POST 1" OFFSET FROM BACK OF CURB C1 6" R T MIN. 2’-4" INSET A INSET A 3’-0" J1 J1 SEE INSET A END BRIDGE TO -L- STA. 12+78.51 RT -L- STA. 12+16.67 (END BRIDGE) TO -L- STA. 12+90.00 -L- STA. 10+50.00 TO -L- STA. 11+43.95 (BEGIN BRIDGE) R SHOULDER BERM GUTTER IN CUBIC YARDS WASTEBORROWUNDERCUTLOCATIONEMBT+%EXCAVATION UNCLASSIFIED 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" SURVEY LINE BEG. STA.END STA.LOCATION XI MOD XI6/21/00AT-1 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 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 COMPUTED BY: CHECKED BY:DATE: DATE:SHEET NO.PROJECT REFERENCE NO.2/16/2018S:\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Proj\Jackson203_rdy_psh03_sum.dgnUser:jddavesSUBTOTAL PROJECT TOTALS: ADDITIONAL GUARDRAIL POSTS=5 EA. III TYPE TL-3 TL-2 CURVED SHOP TYPE III will be paid for at the contract lump sum price for "grading". excavation, fine grading, and clearing and grubbing Approximate quantities only. Unclassified excavation, borrow STRAIGHT LESS DEDUCTIONS FOR ANCHORS SAY GRAND TOTAL EST. 5% FOR REPLACING TOP SOIL ON BORROW PITS SUMMARY NO.1 SUBTOTAL SUMMARY NO.1 PROJECT SUBTOTAL SUMMARY NO.2 SUBTOTAL SUMMARY NO.2 SUMMARY OF EARTHWORK 17BP.14.R.145 3B-1 -L-10+57.00 11+38.05 LT 11+38.05 1 -L-12+08.72 12+23.44 LT 12+08.72 -L- -L- 11+53.06 RT 11+53.06 1 12+34.52 12+90.00 RT 12+34.52 3 1 43.75’ 43.75’ AT-1 1 @ 6.25’=-6.25’ 0.00’ 25.00’ 12.50’ 37.50’1 GEOTEXTILE FOR SOIL STABILIZATION = 25 SY CLASS IV SUBGRADE STABILIZATION = 25 TONS SELECT GRANULAR MATERIAL = 25 CY UNDERCUT EXCAVATION = 25 CY INCIDENTAL STONE = 25 TONS CONTINGENCY ITEMS: 25.00’ 1 CAT-1 11+08.82 1 25.00’18.75’ 1 1 1 1 31 TYPE III 4 @ 18.75’= -75.00’ -18.75’-56.25’ 100’ -L- STA. 10+50.00 TO STA. 11+44.01 (BEGIN BRIDGE) -L- STA. 12+16.74 (END BRIDGE) TO STA. 12+90.00 93.75’ AMF 03/16/2017 132 135 1 33 25 25 0.5 0.5 1 0.525 7 6.257 7 7 4 4 4 4 GREU TL-2 3 @ 25’= GREU GREU 71 71 20 20 91 91 95 115 115 17 17 132 44 44 3 3 44 3 2 43 45 -3WASTE IN LIEU OF BORROW -3 0 0 6/21/00DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA COMPUTED BY: CHECKED BY:DATE: DATE:SHEET NO.PROJECT REFERENCE NO.2/9/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Proj\Jackson203_rdy_psh03_sum.dgnUser:jddavesSIZE A BQUANTITIESFOR DRAINAGESTRUCTURESENDWALLS STATION STRUCTURE NO.R.C.P.C.S.P..109.079.109PER 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 C.B. STD. 840.01 OR STD. 840.02ABBREVIATIONS LOCATION (LT,RT, OR CL)REMARKS 12"15"18"24"30"36"42"48"12"36"42"48" LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER) STANDARD 840.03 AND HOOD FRAME, GRATES CU. YDS. OR 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"DROP INLETCATCH BASINSECTIONTRANSITIONALCONCRETE(RCP, CSP, CAAP, HDPE, or PVC) DRAINAGE PIPE CORR. STEEL ELBOWS NO. & SIZECONC. COLLARS CL. "B" C.Y. STD 840.72CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71PIPE REMOVAL LIN.FT.DO NOT USE RCPDO NOT USE CSPDO NOT USE CAAPDO NOT USE HDPEC.S. PIPE 15"18"24".064.064.064.064(CLASS III) R.C. PIPE 12"18"24"30"36"42"48"15"**" R. C. PIPE (CLASS V)**" R. C. PIPE CULVERTS, CONTRACTOR DESIGN PIPE**" R. C. PIPE CULVERTS, CONTRACTOR DESIGN PIPE15" SIDE DRAIN PIPE18" SIDE DRAIN PIPE(CLASS IV) R.C. PIPE SUB-REGIONAL & REGIONAL See "Standard Specifications For Roads and Structures, Section 300-5". TOTAL GFE NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout. 17BP.14.R.145 3D-1 401-L- 10+89.47 RT G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.29 MODIFIED CONCRETE FLUME1 -L- 12+74.24 RT 402 1 2167.56’2167.16’20 20 AMF 03/16/2017 AREA AREA REMAINING EASE. CONST. PERM. DRAIN. EASE. TOTAL ACREAGE TAKEN PROPERTY OWNERS NAMES NO. PARCEL 1 8.49 8.22 PERM. EASE. UTILITY (ACRES)(ACRES)(ACRES)(ACRES)(ACRES) --6/21/00DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA COMPUTED BY: CHECKED BY:DATE: DATE:SHEET NO.PROJECT REFERENCE NO.2/8/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Proj\Jackson203_rdy_psh03_sum.dgnUser:jddaves17BP.14.R.145 3P-1 PARCEL INDEX SHEET DOUGLAS L. HOOPER 0.27 0.04 AMF 03/16/2017 0.02 18" CMPTHE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT 3 BL-3 592099.9809 765989.8900 2167.81 16+70.63 9.13 RT 2 BL-2 591948.5931 765898.6354 2167.47 14+93.14 10.67 RT 1 BL-1 591745.8460 765795.2580 2167.19 12+66.24 11.32 LT G100 GPS-100 591599.7790 765895.4520 2169.80 10+82.92 14.74 RT ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET BL STRUCTURE: 49-0203 EXISTING R/W EXISTING R/W INV=2163.79’ GR BL-1 GR W G C O N C 1 S F D CONCCANEY FORK CREEK CANEY FORK CREEK ELEV.2202.26’ LOW WIRE BST BST EXISTING R/W EXISTING R/W GPS-100 GR/SOI LHOOPER CEMETERY RD. SR 1738 16’ GRAVEL CANEY FORK RD. .21 MI. +/- TO SR 1737 BL-2 INV=2165.44’18.00’18.00’50.00’DUKE ENERGY R/W50.00’ WOODS WOODS WOODS BM-2 BM-1 CANEY FORK CREEK DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -L- N 591541 E 765827 BM #1 ELEVATION = 2165.74’ -L- STATION 10+00.96 17.51’ LEFT SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 417BP.14.R.145 8/17/992/16/2018S:\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Proj\Jackson203_rdy_psh.dgnUser:jddaves2,150 2,154 2,158 2,162 2,166 2,170 2,150 2,154 2,158 2,162 2,166 2,170 1110 12 13 14 DESIGN FREQUENCY DESIGN DISCHARGE STRUCTURE HYDRAULIC DATA DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION AT DATE OF SURVEY W.S. ELEVATION = = = = = = = = = = CFS YRS FT CFS YRS FT CFS YRS FT FT 2320 2 2167.2 9390 100 2173.6 3080 2 + 2168.3 2159.7 C/L ELEV. = 2,168.34’ SKEW = 60 1 @70’, 24" CORED SLABS W/ VERT. ABTS. C/L STA. 11+80.31 -L- PAVED SHOULDER PROPOSED FULL DEPTHNC GRI DNAD 8 3 NA 2 0 11 AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL REE CE M. SCHULER26960 NORH C ROLI N APROFESSIONAL ENGINEER T A RUONDIR .S YEL DARB033023 S E A L -L- NOT TO SCALE SKETCH SHOWING RELATIONSHIP OF PAVEMENT WIDTH TO BRIDGE WIDTH 1’-1" 1’-1" TYPE III GREU TL-2 R=30’ TYPE III SHOP CURVED AT-1 R=50’ TYPE III SHOP CURVED R=30’ TYPE III SHOP CURVED9’9’27’-0"11’-5"13’-5"END BRIDGE TO -L- STA. 12+78.51 RT SHOULDER BERM GUTTER DB 992 PG 102 DOUGLAS L. HOOPER DB 992 PG 102 DOUGLAS L. HOOPER POT Sta. 10+00.00 PC Sta. 10+77.29 PT St a. 11+41.01PC St a. 12+12.23PCC Sta. 12+63.54 PT Sta. 13+20.84 POT Sta. 14+14.76 PI Sta 11+14.30 D L = 63.71’ T = 37.00’ R = 50.00’ PI Sta 12+40.40 D L = 51.31’ T = 28.17’ R = 50.00’ PI Sta 12+92.23 D L = 57.30’ T = 28.69’ R = 470.00’EXI STEXIST-L- CURVE DATA02 0202020 2 0 2 0202-L- STA. 12+90.00 END PROJECT -L- STA. 10+50.00 BEGIN PROJECT AT-1 9.5’TYPE IIIR=30’TYPE IIISHOP CURVEDR=50’TYPE IIISHOP CURVEDR=10’ R=20’ R=15’ -L- STA. 11+43.95 BEGIN BRIDGE -L- STA. 12+16.67 END BRIDGE 9’9’0 1 0 1 0000 01 01 10’ + 9 9. 7 1 R=30’TYPE IIISHOP CURVED GREU TL-2 G R EU TL-2 GREU TL-2EXIST 10EXIST( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D FROM STA. 10+60.00 TO STA. 11+50.00 RT Min. D= 1.0 Ft. DETAIL A Ground Natural Flatter4:1 or Slope Fill -L- STA. 11+32.83 BEGIN APPROACH SLAB -L- STA. 12+29.23 END APPROACH SLAB (+)2.5299%(-)1.5317% (-)1.5317%(-)0.1956% PI = 11+10.00 EL = 2,169.42’ VC = 50’ K = 12 PI = 12+65.00 EL = 2,167.05’ VC = 35’ K = 26 EL. = 2167.00 -L- STA. 12+90.00 END GRADE EL. = 2167.90 -L- STA. 10+50.00 BEGIN GRADE 2 .68%ELEV. = 2167.90STA. 10+60 RTCUT DITCHBEGIN SPECIALELEV. = 2165.71STA. 11+50 RTCUT DITCHEND SPECIALELEV. = 2167.73STA. 10+75 RT1.13%ELEV. = 2166.39STA. 11+25 RT2 .72% =2159.7’ (7/25/16) NORMAL WSEL ABANDON R/W 30.00’ RT. 10+77.29 -L-30.00’ RT EX R/W 10+40.00 -L- 30.00’ RT. 11+41.01 -L- 30.00’ RT. 12+12.21 -L- 30.00’ RT. 12+63.54 -L- 30.00’ LT. 12+63.54 -L- 30.00’ LT. 12+12.21 -L- 30.00’ LT. 11+41.01 -L- 30.00’ LT. 10+77.29 -L- 30.00’ LT EX R/W 10+40.00 -L- 1 1 40.00’ LT. 30.00’ LT. 12+45.00 -L- 30.00’ LT. EX R/W 13+05.00 -L- 30.00’ RT. EX R/W 13+05.00 -L- 70.00’ LT. 50.00’ LT. 30.00’ LT. 12+00.00 -L- 70.00’ LT. 30.00’ LT. 11+60.00 -L- 38.00’ RT 30.00’ RT. 11+15.00 -L- 38.00’ RT. 30.00 RT. 11+35.00 -L- EST. 10 CY ELEV. 2162.3 EXCAVATE TO EST. 10 CY ELEV. 2162.3 EXCAVATE TO (STRUCTURAL PAY ITEM) CLASS II RIP RAP EST. 11 TONS (STRUCTURAL PAY ITEM) CLASS II RIP RAP EST. 54 TONS 401 SEE DETAIL A SPECIAL LATERAL ’V’ DITCH 402 5 SY FF1 TONRIP RAPCLASS B 15" RCP GTD MCF POT Sta. 10+00.00 PC Sta. 10+77.29 PT St a. 11+41.01PC St a. 12+12.23PCC Sta. 12+63.54 PT Sta. 13+20.84 POT Sta. 14+14.76 PI Sta 11+14.30 D L = 63.71’ T = 37.00’ R = 50.00’ PI Sta 12+40.40 D L = 51.31’ T = 28.17’ R = 50.00’ PI Sta 12+92.23 D L = 57.30’ T = 28.69’ R = 470.00’EXI STEXIST-L- CURVE DATA02 0202020 2 0 2 0202-L- STA. 12+90.00 END PROJECT -L- STA. 10+50.00 BEGIN PROJECT AT-1 9.5’TYPE IIIR=30’TYPE IIISHOP CURVEDR=50’TYPE IIISHOP CURVEDR=10’ R=20’ R=15’ -L- STA. 11+43.95 BEGIN BRIDGE -L- STA. 12+16.67 END BRIDGE 9’9’0 1 0 1 0000 01 01 10’ + 9 9. 7 1 R=30’TYPE IIISHOP CURVED GREU TL-2 G R EU TL-2 GREU TL-2EXIST 10EXIST( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D FROM STA. 10+60.00 TO STA. 11+50.00 RT Min. D= 1.0 Ft. DETAIL A Ground Natural Flatter4:1 or Slope Fill -L- STA. 11+32.83 BEGIN APPROACH SLAB -L- STA. 12+29.23 END APPROACH SLAB N 591804 E 765806 ELEVATION = 2171.57’ -L- STATION 13+06.21 18.13’ LEFT BM #2 C C F F F F C C F F F STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS TMP-1 SHEET NO.User:jddavesV:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Traffic\TrafficControl\TCP\TMP-1.dgn2/14/2018TRAFFIC CONTROL PROJECT ENGINEER TRAFFIC CONTROL PROJECT DESIGN ENGINEER STATE TRAFFIC MANAGEMENT ENGINEER TRAFFIC CONTROL DESIGN ENGINEER INDEX OF SHEETS SHEET NO.TITLE APPROVED: DATE: TRANSPORTATION MANAGEMENT PLAN N.C.D.O.T. W ORK ZONE TRAFFIC CONTROL 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 ENGINEER PROJECT ENGINEER DESIGN LLOYD D. BROWN, P.E. TMP-1 TITLE SHEET AND INDEX OF SHEETS PROJECT: 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 DIVISION 14 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ALEX FITZPATRICK JACKSON COUNTY 17BP.14.R.145TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS AND LEGEND AND LOCAL NOTES) (MANAGEMENT STRATEGIES, GENERAL NOTES, TMP-1B TRANSPORTATION OPERATIONS PLAN: TMP-3 TEMPORARY TRAFFIC CONTROL PHASE I DETAIL TMP-4 TEMPORARY TRAFFIC CONTROL PHASE II DETAIL TMP-2 TEMPORARY TRAFFIC CONTROL PHASING VICINITY MAP LOCATION PROJECTHooperCemeteryRd.MosesCreekJohnsCreek Rd. .62East Laport dR H HFMoses Creek Church Stephenson Cemetery Hooper Cemetery Z Hooper Knob Shelton Mountain Alum 3719summit NC GRID NAD 83 NA 2011 TYPE OF WORK: GRADING, DRAINAGE, AND STRUCTURE ON SR 1738 (HOOPER CEMETERY ROAD) LOCATION: BRIDGE NO. 490203 OVER CANEY FORK CREEK JOSEPH E. HUMMER PHONE: (919) 814-5000 FAX: (919) 771-2745 750 N. GREENFIELD PARKWAY, GARNER, NC 27529 (DELIVERY) 1561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 27699-1561 SPECIAL PROVISION TMP-5 TRANSPORTATION MANAGEMENT PLAN AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 1735 1735 1736 1738 1737 1737 1740 17BP.14.R.145 SHEET NO.PROJ. REFERENCE NO.User:jddavesV:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Traffic\TrafficControl\TCP\TMP-1A.dgn2/14/2018TMP-1A LEGENDROADWAY STANDARD DRAWINGS TITLESTD. NO. FLAGGER TRAFFIC CONTROL DEVICES CONE DRUM STATIONARY SIGN PORTABLE SIGN CHANGEABLE MESSAGE SIGN STATIONARY OR PORTABLE SIGN SKINNY DRUM BARRICADE (TYPE III) TEMPORARY SIGNING SIGNALS PAVEMENT MARKERS CRYSTAL/CRYSTAL CRYSTAL/RED YELLOW/YELLOW PAVEMENT MARKINGS E M P T LAW ENFORCEMENT TEMPORARY CRASH CUSHION PAVEMENT MARKING SYMBOLS EXISTING LINES TEMPORARY LINES PAVEMENT MARKING SYMBOLS EXISTING PROPOSED TEMPORARY DIRECTION OF TRAFFIC FLOW NORTH ARROW GENERAL EXIST. PVMT. PROPOSED PVMT. DIRECTION OF PEDESTRIAN TRAFFIC FLOW TUBULAR MARKER TEMPORARY STONE WORK AREA DRAWINGS & LEGEND ROADWAY STANDARD THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - 1261.01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING 1205.12 PAVEMENT MARKINGS - BRIDGES 1261.02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING 1262.01 GUARDRAIL END DELINEATION 1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS 1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS 1150.01 FLAGGING DEVICES 1145.01 BARRICADES 1135.01 CONES 1130.01 DRUM 1110.02 PORTABLE WORK ZONE SIGNS 1110.01 STATIONARY WORK ZONE SIGNS 1101.11 TRAFFIC CONTROL DESIGN TABLES 1101.05 WORK ZONE VEHICLE ACCESSES 1101.02 TEMPORARY LANE CLOSURES FLASHING ARROW BOARD TRUCK MOUNTED ATTENUATOR (TMA) TEMP. SHORING (LOCATION PURPOSES ONLY) E M P T 1101.01 WORK ZONE ADVANCE WARNING SIGNS 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: PORTABLE TRAFFIC SIGNAL 862.01 GUARDRAILL PLACEMENT AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 GENERAL NOTES / LOCAL NOTES STRATEGIES MANAGEMENT CONSTRUCT THE NEW TIE-INS. SB PROPOSED ROADWAY IS CONSTRUCTED. A FLAGGING OPERATION WILL BE USED TO ONE-LANE TWO-WAY PATTERN USING TEMPORARY TRAFFIC CONTROL SIGNALS WHILE THE PHASE 2 DEPICTS TRAFFIC SHIFTED TO THE PARTIALLY CONSTRUCTED ROADWAY ON A PROPOSED ROADWAY IS CONSTRUCTED PHASE I DEPICTS TRAFFIC TO BE MAINTAINED ON THE EXISTING ROAD WHILE THE NB OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA. WARNING "UNEVEN LANES" SIGNS (W8-11) IN ADVANCE AND A MINIMUM LANES OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE G) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN ENGINEER, AT NO EXPENSE TO THE DEPARTMENT. BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH EDGE OF PAVEMENT DROP-OFF AS FOLLOWS: PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN F) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT EDGE DROP OFF REQUIREMENTS WITH GUARDRAIL OR BARRIER. TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL BARRIER OR GUARDRAIL. STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER LONGER NEEDED OR AS DIRECTED BY THE ENGINEER. PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO B) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING 7 P.M. TO 12 A.M. >30 MINUTES 4 P.M. TO 7 P.M. DO NOT CLOSE 9 A.M. TO 4 P.M. >30 MINUTES 6 A.M. TO 9 A.M. DO NOT CLOSE HOOPER CEMETERY ROAD 12 A.M. TO 6 A.M. >45 MINUTES SR 1738 RESTRICTIONS OPERATION ROAD NAME DAY AND TIME DURATION AND A) DO NOT STOP TRAFFIC AS FOLLOWS: LANE AND SHOULDER CLOSURE REQUIREMENTS 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 BY THE END OF EACH DAY’S OPERATION. P) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS LINES. O) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER. SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL N) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. M) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 FOR ADDITIONAL REQUIREMENTS. STRUCTURES SECTIONS 1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) OPEN TRAVELWAY. REFER TO STANDARD SPECIFICATIONS FOR ROADS AND (MPH) EXCEPT, 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN IN WORK AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT L) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES TRAFFIC CONTROL DEVICES ENGINEER. (W8-1) 100 FT IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE K) INSTALL BLACK ON ORANGE ’’DIP’’ SIGNS (W8-2) AND/OR "BUMP" SIGNS TRAFFIC PATTERN. J) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN SIGNING TRAFFIC PATTERN ALTERATION. H) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATIONS 17BP.14.R.145 SHEET NO.PROJ. REFERENCE NO. TMP-1B 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED User:jddavesS:\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Traffic\TrafficControl\TCP\TMP-1B.dgn2/16/2018 TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS. 200 FT RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS AND BLACK ON ORANGE ’’PAVEMENT ENDS’’ SIGNS (W8-3) 100 FT AND THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8-7) TIE-IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY Q) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY’S TIME, BRING THE MISCELLANEOUS BOARD 30 DAYS PRIOR TO ROAD CLOSURE. NOTIFY THE FIRE DEPT, E.M.S., AND JACKSON COUNTY SCHOOL EMERGENCY VEHICLE ACCESS MUST BE MAINTAINED AT ALL TIMES. 1) 2) DURING CONSTRUCTION. BE MAINTAINED BETWEEN CLOSURE POINTS AT ALL TIMES 3) LOCAL ACCESS TO ALL RESIDENCES AND BUSINESSES WILL LOCAL NOTES: PLAN TRANSPORTATION OPERATIONS (MANAGEMENT STRATEGIES & GENERAL NOTES) AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 PROJECT PHASING PHASE I PHASE II - OPEN SR 1738 (HOOPER CEMETERY ROAD) TO A TWO-LANE TWO-WAY TRAFFIC. STEP 7: - REMOVE ALL TEMPORARY TRAFFIC CONTROL DEVICES AND SIGNALS. STEP 6: - CONSTRUCT CLOSURE POUR. (PAINT) ON THE ENTIRE PROJECT (SEE PMP-2). PHASE I. PLACE THE FINAL LAYER OF SURFACE COURSE, AND THE FINAL PAVEMENT MARKINGS AS NECESSARY, CONSTRUCT GUARDRAIL, AND REMOVE TEMPORARY GUARDRAIL PLACED IN STEP 4, STEP 5: - USING ROADWAY STANDARD DRAWINGS NO. 1101.02, SHEET 1 OF 14, AND FLAGGERS STEP 5: - AWAY FROM TRAFFIC, CONSTRUCT TEMPORARY GUARDRAIL ALONG -L- (SEE SHEET TMP-4). (SEE SHEET TMP-4). INTO A ONE-LANE TWO-WAY PATTERN IN THE NORTHBOUND LANE OF SR 1738 (HOOPER CEMETERY ROAD) - ACTIVATE PORTABLE TRAFFIC SIGNALS AND DIRECT SR 1738 (HOOPER CEMETERY ROAD) TRAFFIC (SEE SHEET TMP-3) - PLACE TEMPORARY STONE (6" ABC) FROM -L- STA. 11+95 +/- TO -L- STA. 12+60 +/- NECESSARY, PERFORM THE FOLLOWING ON -L- SR 1738 (HOOPER CEMETERY ROAD): STEP 2: USING ROADWAY STANDARD DRAWINGS NO. 1101.02, SHEET 1 & 14 OF 14, AND FLAGGERS AS NOTE: STEP 2 SHALL BE COMPLETED IN A CONTINUOUS OPERATION. - INSTALL PORTABLE TRAFFIC SIGNALS AS REQUIRED IN THE SIGNAL PLANS (SEE SHEET SIG-1) NO. 1101.01, SHEET 3 OF 3. STEP 1: - ERECT WORK ZONE ADVANCED WARNING SIGNS USING ROADWAY STANDARD DRAWINGS 17BP.14.R.145 SHEET NO.PROJ. REFERENCE NO. TMP-2 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED User:jddavesV:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Traffic\TrafficControl\TCP\TMP-2.dgn2/14/2018 - REMOVE ALL TEMPORARY SHORING PLACED IN STEP 3, PHASE I (SEE SHEET TMP-3). - REMOVE EXISTING STRUCTURE (SEE STRUCTURAL PLANS). STEP 2: - AWAY FROM TRAFFIC, PERFORM THE FOLLOWING ON -L- SR 1738 (HOOPER CEMETERY ROAD): (HOOPER CEMETERY ROAD),(SEE SHEET TMP-4). INTO A ONE-LANE TWO-WAY PATTERN IN THE NEWLY CONSTRUCTED NORTHBOUND LANE OF SR 1738 - ACTIVATE PORTABLE TRAFFIC SIGNALS AND DIRECT SR 1738 (HOOPER CEMETERY ROAD) TRAFFIC -L- STA. 12+25 +/- TO -L- STA. 12+80 +/- (SEE SHEET TMP-4) - PLACE TEMPORARY STONE (6" ABC) FROM -L- STA. 10+50 +/- TO -L- STA. 11+55 +/- AND NECESSARY, PERFORM THE FOLLOWING ON -L- SR 1738 (HOOPER CEMETERY LANE): STEP 1: USING ROADWAY STANDARD DRAWINGS NO. 1101.02, SHEET 1 & 14 OF 14, AND FLAGGERS AS NOTE: STEP 1 SHALL BE COMPLETED IN A CONTINUOUS OPERATION. CONSTRUCT NORTHBOUND (RIGHT SIDE) APPROACH SLAB ONLY(SEE SHEET TMP-3). - CONSTRUCT APPROACH SLABS FOR BRIDGE 490203. ON SOUTH SIDE OF BRIDGE -L- STA. 12+52 +/- (2) (SEE SHEET TMP-3). -L- STA. 11+49 +/- (1) AND FROM -L- STA. 12+09 +/- TO - INSTALL TEMPORARY SHORING FROM -L- STA. 11+22 +/- TO STEP 3: AWAY FROM TRAFFIC, PERFORM THE FOLLOWING ON -L- SR 1738 (HOOPER CEMETERY ROAD): - CONSTRUCT SOUTHBOUND APPROACH SLAB ON SOUTH SIDE OF BRIDGE 203 (SEE SHEET TMP4) -L- STA. 12+45 +/- (3) (SEE SHEET TMP-3). STEP 3: - AWAY FROM TRAFFIC, INSTALL TEMPORARY SHORING FROM -L- STA. 11+29 +/- TO (SEE SHEET TMP-3). LANE (RIGHT SIDE) UP TO, BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE - CONSTRUCT -L- (SR 1738 HOOPER CEMETERY ROAD) FROM STA 11+15 TO STA 12+34 NORTHBOUND - CONSTRUCT STRUCTURE PER STAGE 1 OF THE STRUCTURE PLANS. NECESSARY, PERFORM THE FOLLOWING ON -L- SR 1738 (HOOPER CEMETERY ROAD): STEP 4: USING ROADWAY STANDARD DRAWINGS NO. 1101.02, SHEET 1 & 14 OF 14, AND FLAGGERS AS SURFACE COURSE (SEE SHEET TMP-4). SOUTHBOUND LANE (LEFT SIDE), BUT NOT INCLUDING THE FINAL LAYER OF - CONSTRUCT -L- (SR 1738 HOOPER CEMETERY ROAD) FROM STA 11+15 TO STA 12+34 - CONSTRUCT STRUCTURE PER STAGE 2 OF THE STRUCTURAL PLANS. NECESSARY, PERFORM THE FOLLOWING ON -L- SR 1738 (HOOPER CEMETERY ROAD): STEP 4: USING ROADWAY STANDARD DRAWINGS NO. 1101.02, SHEET 1 & 14 OF 14, AND FLAGGERS AS AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 PHASING TEMPORARY TRAFFIC CONTROL -L- STA. 12+52 – -L- STA. 12+09 – TO TEMPORARY SHORING -L- STA. 11+49 – -L- STA. 11+22 – TO TEMPORARY SHORING 1 2 TO END -L- STA. 12+90 – END PROJECT 17BP.14.R.145 TYP. 10’ CANEY FORK RD TO SR 1737 -L- STA. 14+10 – -L- STA. 10+50 –10-L- STA. 11+70 -L- STA. 12+75 -L- -L- TAPER TWO-WAY TRAFFIC50’ ONE-LANE TAPER TWO-WAY TRAFFIC 50’ ONE-LANE -L- STA. 10+50 – BEGIN PROJECT 17BP.14.R.145 MI N1 1’ HOOPER CEMETERY ROAD -L- 1738 MIN11’CANEY FORK CREEK 1 2 1 2 1 2 WORK AREA SCALE 1"=30’ EXIST BRIDGE EXISTING CONSTRUCTION PROPOSED GROUND EXISTING N.T.S NC GRI DNAD 8 3 NA 2 0 11 NOT ACTUAL GROUND GROUND EXISTING B’ B TEMPORARY STONE SIGNAL TRAFFIC PORTABLE TRAFFIC TWO-WAY ONE-LANE 11’ MIN 11’ MINA’AN.T.S O R T P 24’’ X 36’’ R10-6 STOP RED HERE ON 48’’ X 48’’ W3-3 48’’ X 48’’ BE PREPARED TO STOP W3-4 48’’ X 48’’ AHEAD ROAD ONE LANE W20-4 48’’ X 24’’ END ROAD WORK G20-2 A 48’’ X 48’’ W24-1R/L M.P.H. 15 24’’ X 24’’ W13-1 R11-2 48’’ x 30’’ ROAD CLOSED TYPE III BARRICADE SIGNAL TRAFFIC PORTABLE 3 3 3 WARNING SIGNS AND SPACING. 1 & 14 OF 14 FOR ADVANCE OF 3, AND RSD 1101.02, SHEET 3. SEE RSD 1101.01, SHEET 3 CONSTRUCTION SEQUENCE. 2. SEE PHASING NOTES FOR DURING CONSTRUCTION. 1. MAINTAIN ACCESS TO DRIVEWAYS NOTES: 17BP.14.R.145 SHEET NO.PROJ. REFERENCE NO. TMP-3 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED User:jddavesS:\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Traffic\TrafficControl\TCP\TMP-3.dgn2/16/20182’ –2’ – TRAFFIC TWO-WAY ONE-LANE 2’ – CL CL GRAVEL ROAD GRAVEL ROAD AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 30’ +/-200’ +/-200’ +/-200’ +/-200’ +/- SIGNAL TRAFFIC PORTABLE PHASE I DETAIL TEMPORARY TRAFFIC CONTROL A-A’B-B’ TYPICAL FOR SIGN PLACEMENT -L- STA. 10+50 – BEGIN PROJECT 17BP.14.R.145 TAPER TWO-WAY TRAFFIC50’ ONE-LANE HOOPER CEMETERY ROAD -L- 1738 -L- STA. 12+90 – END PROJECT 17BP.14.R.145 TYP. 10’ -L- STA. 12+80 +/- 3 CANEY FORK RD TO SR 1737 -L- STA. 11+70 -L- STA. 12+75 TO END -L- STA. 10+50 – -L- STA. 14+10 –10-L- -L- M IN11’MIN11’TAPER50’ TO -L- STA. 12+26 – FROM -L- STA. 11+31 – TEMPORARY GUARDRAIL BRIDGE EXISTING REMOVE A’A-L- STA. 12+45 – -L- STA. 11+29 – TO TEMPORARY SHORING 1 1 2 GROUND EXISTING CANEY FORK CREEK CANEY FORK CREEK RAIL BARRIER CONCRETE VERTICAL MIN. 11’ GUARDRAIL TEMPORARY CONSTRUCTION PROPOSED TRAFFIC TWO-WAY ONE-LANE NOT ACTUAL GROUND B’ B TRAFFIC TWO-WAY ONE-LANE MIN. 11’3’5’ GROUND EXISTING PROPOSED CONSTRUCTION TEMPORARY STONENC GRI DNAD 8 3 NA 2 0 11 WARNING SIGNS AND SPACING. 1 & 14 OF 14 FOR ADVANCE OF 3, AND RSD 1101.02, SHEET 3. SEE RSD 1101.01, SHEET 3 CONSTRUCTION SEQUENCE. 2. SEE PHASING NOTES FOR DURING CONSTRUCTION. 1. MAINTAIN ACCESS TO DRIVEWAYS NOTES: 1 2 R11-2 48’’ x 30’’ ROAD CLOSED TYPE III BARRICADE 3 O R T P 24’’ X 36’’ R10-6 STOP RED HERE ON 48’’ X 48’’ W3-3 48’’ X 48’’ BE PREPARED TO STOP W3-4 48’’ X 48’’ AHEAD ROAD ONE LANE W20-4 48’’ X 24’’ END ROAD WORK G20-2 A 48’’ X 48’’ W24-1R/L M.P.H. 15 24’’ X 24’’ W13-1 17BP.14.R.145 SHEET NO.PROJ. REFERENCE NO. TMP-4 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED User:jddavesS:\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Traffic\TrafficControl\TCP\TMP-4.dgn2/27/2018WORK AREA SCALE 1"=30’ TEMPORARY STONE SIGNAL TRAFFIC PORTABLE 3 SIGNAL TRAFFIC PORTABLE N.T.S CL CL 3 GRAVEL ROAD GRAVEL ROAD AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 AT-1 TEMP. R=16’ CURVED SHOP TEMP. R=21’ CURVED SHOP TEMP. AT-1 TEMP. AT-1 TEMP. CURVED R=16’ TEMP. SHOP 30’ +/-200’ +/-200’ +/-200’ +/-200’ +/- SIGNAL TRAFFIC PORTABLE B-B’A-A’ TYPICAL FOR SIGN PLACEMENT PHASE II DETAIL TEMPORARY TRAFFIC CONTROL 17BP.14.R.145 SHEET NO.PROJ. REFERENCE NO. TMP-5 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED $$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$ SPECIAL PROVISION TRANSPORTATION MANAGEMENT PLAN AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 SPECIAL PROVISION MANAGEMENT PLAN TRANSPORTATION 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 09/08/99CONTRACT:PMP-1 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 2018 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 GENERAL NOTES 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. B) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. SHEET NO. PMP-2 PMP-1 INDEX A) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE DEPARTE N O F ANSPORTA TIONTAE OF NOR H ROL NA T S CAI M TTR T WORK Z ONE TRAFFIC CONTRO LDIVISION OF HI GHWA YS PLANS REVIEWED BY: N.C.D.O.T SIGNING AND DELINEATION UNIT SIGNING & DELINEATION PROJECT DESIGN ENGINEER THE ENGINEER. C) PASSING ZONES WILL BE DETERMINED IN THE FIELD AND MUST BE APPROVED BY DESCRIPTION K. L. JORDAN M. TRACEY, P.E. SIGNING & DELINEATION REGIONAL ENGINEER 2/14/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Traffic\TrafficControl\TCP\PMP-1.dgnUser:jddavesJACKSON COUNTY SHEET NO.PROJECT REFERENCE NO. PROJECT:DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 14BP.14.R.14514BP.14.R.145 ALEX FITZPATRICK MARKING MARKER PAVEMENT MARKING SCHEDULE SYMBOL DESCRIPTION PA PI PAVEMENT MARKINGS FINAL PAINT (4") WHITE EDGELINE YELLOW DOUBLE CENTER DN00464AND SCHEDULE PAVEMENT MARKING PLAN TITLE SHEET PAVEMENT MARKING DETAIL AND QUANTITIES SR 1738 (HOOPER CEMETERY ROAD) ROAD NAME: PAINT NONE ON SR 1738 (HOOPER CEMETERY ROAD) LOCATION : BRIDGE NO. 490203 OVER CANEY FORK CREEK AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 -L- STA. 10+50 – BEGIN PROJECT 17BP.14.R.145 -L- STA. 12+90 – END PROJECT 17BP.14.R.145 CANEY FORK RD TO SR 1737 TO END HOOPER CEMETERY ROAD-L- SR 1738 10BRIDGE NO. 490203 CANEY FORK CREEK TYPE III AT-1 17BP.14.R.145 SHEET NO.PROJ. REFERENCE NO. PMP-2 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED User:jddavesS:\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Traffic\TrafficControl\TCP\PMP-2.dgn2/16/2018MARKING SCHEDULE FINAL PAVEMENT PA PI WHITE EDGELINE (4") - PAINT YELLOW DOUBLE CENTER (4") - PAINT 480 FT 480 FT 4810000000-E 4810000000-E 960 FT 960 FT SYMBOL DESCRIPTION QUANTITY BREAKDOWN PAY ITEM TOTAL QUANTITY AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 SCALE: 1"=20’NC GRI DNAD 8 3 NA 2 0 11 PA PI PI PA PI PA GRAVEL ROAD GRAVEL ROAD R=50’ TYPE III SHOP CURVED R=30’ TYPE III SHOP CURVED R=30’ TYPE III SHOP CURVED GREU TL-2 GREU TL-2 GREU TL-2 9’9’9’9’ AND QUANTITIES PAVEMENT MARKING DETAIL CANEY FORK RD TO SR 1737 HOOPER CEMETERY ROAD-L- 1738 TO END 15 MPH DESIGN SPEED +2.529% GRADE -L- STA. 10+50 – BEGIN PROJECT 17BP.14.R.145 15 MPH DESIGN SPEED -0.195% GRADE -L- STA. 12+90 – END PROJECT 17BP.14.R.145 CANEY FORK CREEK CANEY FORK CREEKNC GRI DNAD 8 3 NA 2 0 11 SEAL PREPARED BY: SIG. INVENTORY NO. SCALE REVISIONS REVIEWED BY: INIT.DATE REVIEWED BY: DATESIGNATURE PLAN DATE: 0 DIV. 14 PASSAGE/GAP RED CLEARANCE MAX. 1 RECALL POSITION MINIMUM GREEN PHASE 01 02 VEHI. CALL MEMORY YELLOW CHANGE INT. SEC. SEC. SEC. SEC. SEC. SEC. SEC. SEC. SEC. SEC. TIMING CHART MAX. RECALL NEMA CONTROLLER -- LDB MAX. RECALL JACKSON COUNTY Prepared in the Office of: 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 2/16/2018S:\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Traffic\TrafficControl\TCP\SIG-1.dgnUser:jddavesDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NOTES SIGNAL FACE I.D. R Y G 12" 21 11 SHEET NO.PROJECT REFERENCE NO. SIG. 1 R / W TABLE OF OPERATION FACE SIGNAL CLEAR 01 1 2 R R Y RG R R / W F L A S H CLEAR 02 1 2 Y RG R RRRR 02 01 11 21 PHASING DIAGRAM PEDESTRIAN MOVEMENT UNSIGNALIZED MOVEMENT UNDETECTED MOVEMENT (OVERLAP) DETECTED MOVEMENT PHASING DIAGRAM DETECTION LEGEND RC (ISOLATED) PRE-TIMED 20 TT01 02 2/9/2018 17BP.14.R.145 SR 1738 HOOPER CEMETERY ROAD PORTABLE TRAFFIC SIGNAL PLAN CGM -L- STA. 10+50 – PORTABLE TRAFFIC SIGNAL 11 21 -L- STA. 14+10 – PORTABLE TRAFFIC SIGNAL 30 AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 40 26 3.0 0 27 40 26 3.0 0 27 MANUFACTURER AND MODEL. 3. CONTRACTOR TO UTILIZE NCDOT PRE-APPROVED PORTABLE TRAFFIC SIGNAL 2. NO COUNTS AVAILABLE. 1. PORTABLE TEMPORARY INSTALLATION. CANEY FORK CREEK CANEY FORK CREEK CANEY FORK CREEK 4 TO END TO SR 1737 JACKSON COUNTY ON SR 1738 (HOOPER CEMETERY ROAD) GRADING, DRAINAGE, PAVING, AND STRUCTURE LENGTH ROADWAY PROJECT 17BP.14.R.145 = 0.031 MI LENGTH STRUCTURE PROJECT 17BP.14.R.145 = 0.014 MI SR 1738 (HOOPER CEMETERY RD.)NC GRI DNAD 8 3 NA 2 0 11 -L- STA 12+16.74 END BRIDGE -L- POT STA. 10+50.00 BEGIN PROJECT 17BP.14.R.145 -L- POT STA. 12+90.00 END PROJECT 17BP.14.R.145 TOTAL LENGTH OF PROJECT 17BP.14.R.145 = 0.045 MI -L- -L- STA 11+44.01 BEGIN BRIDGE PROJECT LENGTH HYDRAULICS ENGINEER TYPE OF WORK: THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. BRIDGE NO. 490203 OVER CANEY FORK CREEK Prepared in the Office of: VAUGHN & MELTON FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 09/08/99 2/13/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Environmental\Erosion Control Design Files\Jackson203_Env_EC1.dgnUser:cjmartell 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 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 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 ROADSIDE ENVIRONMENTAL UNIT Raleigh, NC 27611 1 South Wilmington St. Prepared in the Office of: NAME LEVEL III CERTIFICATION NO. Reviewed by: Reviewed in the Office of: Designed by: Consulting Engineers Vaughn & Melton Asheville, NC 28806 1318-F Patton Avenue Christian J. Gonzalez-Martell 3939 for Special Considerations. Refer To E. C. Special Provisions ON THIS PROJECT SENSITIVE AREA(S) EXIST ENVIRONMENTALLY CONSTRUCTION. GRUBBING PHASE OF FOR CLEARING AND EROSION CONTROL PLANS THIS PROJECT CONTAINS 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 WILL EROSION AND SEDIMENT CONTROL MEASURES 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 0 PLANS EC-1 201020 40 GRAPHIC SCALE VICINITY MAP LOCATION PROJECTHooperCemeteryRd.MosesCreekJohnsCreek Rd. .62East Laport dR H HFMoses Creek Church Stephenson Cemetery Hooper Cemetery Z Hooper Knob Shelton Mountain Alum 3719summit NC GRID NAD 83 NA 2011 17BP.14.R.145PROJECT:DN00464CONTRACT:17BP.14.R.145 JACKSON COUNTY RESOURCES. RESOURCES DIVISION OF WATER OF ENVIRONMENT AND NATURAL THE NORTH CAROLINA DEPARTMENT AUGUST 1, 2016 AND ISSUED BY CONSTRUCTION PERMIT EFFECTIVE BY THE NCG-010000 GENERAL THE REGULATIONS SET FORTH CONTROL PLANS COMPLY WITH THESE EROSION AND SEDIMENT OVER CANEY FORK CREEK. LOCATION: STRUCTURE NO. 490203 ON SR 1738 2018 STANDARD SPECIFICATIONS Reid Whitehead, PE, CPESC Unit - N. C. Department of Transportation - Raleigh, N. C., dated JANUARY 2018 and the latest STANDARDS. SENSITIVE WATERSHED BEEN DESIGNED TO THIS PROJECT HAS DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA PLAN FOR PROPOSED HIGHWAY EROSION CONTROL TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE. 2018 STANDARD SPECIFICATIONS 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 3590 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC 1735 1735 1736 1738 1737 1737 1740 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 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. MATTING EXCELSIOR CLASS B STONE SHEET NO.PROJECT REFERENCE NO. EC-2 SHEET NO.PROJECT REFERENCE NO. NOT TO SCALE TEMPORARY ROCK SILT CHECK TYPE ’A’ WITH EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) 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) (4 OZ.) H = 2’ MIN 1’ MIN 1’ MIN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01. INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN NOTES: BP17.14.R.145 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. EC-317BP.14.R.145 SHEET NO.PROJECT REFERENCE NO. EC-3A DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SOIL STABILIZATION SUMMARY SHEET SIDESTATION TO STATION FROM LINESHEET NO. CONST ESTIMATE (SY)STATION TO SIDESTATION FROM LINE SHEET NO. CONST ESTIMATE (SY) MATTING FOR EROSION CONTROL 17BP.14.R.145 4 -L-10+60 11+50 RT 130 130 TOTAL SAY MATTING FOR EROSION CONTROL 2,070** 2,200 2,200 MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER disturbed slopes **matting for erosion control to be placed on all BD3 BD1S2 S1 E1 E2 N1 W1 18" CMP1 BD4 BD2N 5 9 2 7’ 4 6" EN 6132’09" W131.12’90.19’N 3334’15" WEXISTING R/W EXISTING R/W INV=2163.79’ GR GR W G C O N C 1 S F D HOUSE FFE CELLAR FFE CONCCANEY FORK CREEK CANEY FORK CREEK EIP CL2 S BST CL1 S BST EXISTING R/W EXISTING R/W GR/SOI LHOOPER CEMETERY RD. SR 1738 16’ GRAVEL CANEY FORK RD. .21 MI. +/- TO SR 1737 INV=2165.44’18.00’18.00’# 232 2 DUKE ENERGY 50.00’DUKE ENERGY R/W50.00’ WOODS WOODS WOODS WOODS CANEY FORK CREEK POT Sta. 10+00.00 PC Sta. 10+77.29 PT St a. 11+41.01PC St a. 12+12.23PCC Sta. 12+63.54 PT Sta. 13+20.84 POT Sta. 14+14.76 PI Sta 11+14.30 D L = 63.71’ T = 37.00’ R = 50.00’ PI Sta 12+40.40 D L = 51.31’ T = 28.17’ R = 50.00’ PI Sta 12+92.23 D L = 57.30’ T = 28.69’ R = 470.00’EXI STEXIST-L- CURVE DATA0 20202020 2 0 2 0202-L- STA. 12+90.00 END PROJECT -L- STA. 10+50.00 BEGIN PROJECT AT-1 9.5’TYPE IIIR=30’TYPE IIISHOP CURVEDR=50’TYPE IIISHOP CURVEDR=10’ R=20’ R=15’ -L- STA. 11+44.01 BEGIN BRIDGE -L- STA. 12+16.74 END BRIDGE o9’9’0 1 0 1 0000 01 01 10’ + 9 9. 7 1 R=30’TYPE IIISHOP CURVED GREU TL-2 GR E U T L-2 GREU TL-2EXIST 10EXIST( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D FROM STA. 10+60.00 TO STA. 11+50.00 RT Min. D= 1.0 Ft. DETAIL A Ground Natural Flatter4:1 or Slope Fill -L- STA. 11+33.30 BEGIN APPROACH SLAB -L- STA. 12+27.40 END APPROACH SLAB ABANDON R/W 30.00’ RT. 10+77.29 -L- 30.00’ RT EX R/W 10+40.00 -L- 30.00’ RT. 11+41.01 -L- 30.00’ RT. 12+12.21 -L- 30.00’ RT. 12+63.54 -L- 30.00’ LT. 12+63.54 -L- 30.00’ LT. 12+12.21 -L- 30.00’ LT. 11+41.01 -L- 30.00’ LT. 10+77.29 -L- 30.00’ LT EX R/W 10+40.00 -L- 1 1 40.00’ LT. 30.00’ LT. 12+45.00 -L- 30.00’ LT. EX R/W 13+05.00 -L- 30.00’ RT. EX R/W 13+05.00 -L- 70.00’ LT. 50.00’ LT. 30.00’ LT. 12+00.00 -L- 70.00’ LT. 30.00’ LT. 11+60.00 -L- 38.00’ RT 30.00’ RT. 11+15.00 -L- 38.00’ RT. 30.00 RT. 11+35.00 -L- C C F F F F C C F F EST. 10 CY ELEV. 2162.3 EXCAVATE TO EST. 10 CY ELEV. 2162.3 EXCAVATE TO (STRUCTURAL PAY ITEM) CLASS II RIP RAP EST. 15 TONS (STRUCTURAL PAY ITEM) CLASS II RIP RAP EST. 58 TONS 401 SEE DETAIL A SPECIAL LATERAL ’V’ DITCH 402 5 SY FF1 TONRIP RAPCLASS B 15" RCP GTD MCF 2 1 5 8 2159 2159 21602160216021602160 2160 2160 2160 216121612161 2161 2162 2162 2162 2162216221622163 2163 2163 2163216321632164 2164 2164 21642164216421652165216521652165 2165 2165 2165 216621662166 2166 216721672167 2167 2167 2167 2167 216821682168 21682168216921692169 21702170217021702170 2170 2170 21712171 217121722172 21732 17 3 217421742 17 5 21752175 21762176 21772177 21782178217921802181 DB 992 PG 102 DOUGLAS L. HOOPER DB 992 PG 102 DOUGLAS L. HOOPER SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.145 EC-4/CONST. 4 SEE PROJECT SPECIAL PROVISIONS ENVIRONMENTALLY SENSITIVE AREA DRAINAGE OUTLETS AND TEMPORARY ROCK SILT CHECKS TYPE - A AT PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B NOTE: CONSTRUCTION SHEET 4 EROSION CONTROL FOR CLEARING AND GRUBBING -L- STA. 10+50.00 BEGIN PROJECT -L- STA. 12+90.00 END PROJECTNC GRI DNAD 8 3 NA 2 0 11 2/13/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Environmental\Erosion Control Design Files\Jackson203_Env_EC-4.dgnUser:cjmartell 0 PLANS 201020 40 GRAPHIC SCALE DIKE IMPERVIOUS B CLEARING & GRUBBING PHASE INSTALL DRIVEWAY PIPE DURING BE INSTALLED DURING CLEARING & GRUBBING PHASE. NOTE: PERIMETER EROSION CONTROL MEASURES SHALL AS STILLING BASIN WHERE APPLICABLE NOTE: UTILIZE SPECIAL STILLING BASIN(S) Sta. 10+60 to Sta. 11+50 according to Detail A from Excavate Proposed Ditch BD3 BD1S2 S1 E1 E2 N1 W1 18" CMP1 BD4 BD2N 5 9 2 7’ 4 6" EN 6132’09" W131.12’90.19’N 3334’15" WEXISTING R/W EXISTING R/W INV=2163.79’ GR BL-1 GR W G C O N C 1 S F D HOUSE FFE CELLAR FFE CONCCANEY FORK CREEK CANEY FORK CREEK ELEV.2202.26’ LOW WIRE EIP CL2 S BST CL1 S BST EXISTING R/W EXISTING R/W GR/SOI LHOOPER CEMETERY RD. SR 1738 16’ GRAVEL CANEY FORK RD. .21 MI. +/- TO SR 1737 BL-2 INV=2165.44’18.00’18.00’# 232 2 DUKE ENERGY 50.00’DUKE ENERGY R/W50.00’ WOODS WOODS WOODS WOODS CANEY FORK CREEK POT Sta. 10+00.00 PC Sta. 10+77.29 PT St a. 11+41.01PC St a. 12+12.23PCC Sta. 12+63.54 PT Sta. 13+20.84 POT Sta. 14+14.76 EXI STEXIST020202020 2 0 2 0202-L- STA. 12+90.00 END PROJECT -L- STA. 10+50.00 BEGIN PROJECT AT-1 9.5’TYPE IIIR=30’TYPE IIISHOP CURVEDR=50’TYPE IIISHOP CURVEDR=10’ R=20’ R=15’ -L- STA. 11+44.01 BEGIN BRIDGE -L- STA. 12+16.74 END BRIDGE o9’9’0 1 0 1 0000 01 01 10’ + 9 9. 7 1 R=30’TYPE IIISHOP CURVED GREU TL-2 GR E U T L-2 GREU TL-2EXIST 10EXIST( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D FROM STA. 10+60.00 TO STA. 11+50.00 RT Min. D= 1.0 Ft. DETAIL A Ground Natural Flatter4:1 or Slope Fill -L- STA. 11+33.30 BEGIN APPROACH SLAB -L- STA. 12+27.40 END APPROACH SLAB ABANDON R/W 30.00’ RT. 10+77.29 -L- 30.00’ RT EX R/W 10+40.00 -L- 30.00’ RT. 11+41.01 -L- 30.00’ RT. 12+12.21 -L- 30.00’ RT. 12+63.54 -L- 30.00’ LT. 12+63.54 -L- 30.00’ LT. 12+12.21 -L- 30.00’ LT. 11+41.01 -L- 30.00’ LT. 10+77.29 -L- 30.00’ LT EX R/W 10+40.00 -L- 1 1 40.00’ LT. 30.00’ LT. 12+45.00 -L- 30.00’ LT. EX R/W 13+05.00 -L- 30.00’ RT. EX R/W 13+05.00 -L- 70.00’ LT. 50.00’ LT. 30.00’ LT. 12+00.00 -L- 70.00’ LT. 30.00’ LT. 11+60.00 -L- 38.00’ RT 30.00’ RT. 11+15.00 -L- 38.00’ RT. 30.00 RT. 11+35.00 -L- C C F F F F C C F F EST. 10 CY ELEV. 2162.3 EXCAVATE TO EST. 10 CY ELEV. 2162.3 EXCAVATE TO (STRUCTURAL PAY ITEM) CLASS II RIP RAP EST. 15 TONS (STRUCTURAL PAY ITEM) CLASS II RIP RAP EST. 58 TONS SEE DETAIL A SPECIAL LATERAL ’V’ DITCH 5 SY FF1 TONRIP RAPCLASS B 15" RCP GTD MCF DB 992 PG 102 DOUGLAS L. HOOPER DB 992 PG 102 DOUGLAS L. HOOPER SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.145 -L- STA. 12+90.00 END PROJECT -L- STA. 10+50.00 BEGIN PROJECT BASIN WHERE APPLICABLE. 6.) UTILIZE SPECIAL STILLING BASIN(S) AS STILLING DRAIN OUTLET. 5.) INSTALL ENERGY DISSIPATOR AT TEMPORARY SLOPE FIELD. REQUIRED. LOCATION TO BE DETERMINED IN 4.) ONSITE CONCRETE WASHOUT STRUCTURE IS ENGINEER. NEED TO BE INSTALLED AS DIRECTED BY THE 3.) ADDITIONAL EROSION CONTROL DEVICES MAY REQUIRE PRIOR APPROVAL BY ENGINEER. 2.) ANY DEVIATION FROM OPTIONS GIVEN WILL STABALIZE THE STREAM BANKS (350 SQ YD) NOTES: 1.) COIR FIBER MATTING SHALL BE USED TO EC-5/CONST. 4 NC GRI DNAD 8 3 NA 2 0 11 2/13/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Environmental\Erosion Control Design Files\Jackson203_Env_EC-5.dgnUser:cjmartell 0 PLANS 201020 40 GRAPHIC SCALE B on Slopes as Work Allows. Place Matting for Erosion Control 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 RIVER BIRCH GREEN ASH SYCAMORE TULIP POPLAR 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 17BP.14.R.145 SHEET NO.PROJECT REFERENCE NO. RF-2 SEE PLAN SHEETS FOR AREAS TO BE PLANTED DIBBLE PLANTING METHOD firming soil at top. 5. Push handle forward PLANTING NOTES: N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT correct depth. and place seedling at 2. Remove planting bar USING THE KBC PLANTING BAR 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 PAID FOR AS "STREAMBANK REFORESTATION" NOTE: TYPE 1 AND TYPE 2 STREAMBANK REFORESTATION SHALL BE STREAMBANK REFORESTATION TYPE 1 50% CORNUS AMOMUM 50% SALIX NIGRA SILKY DOGWOOD BLACK WILLOW TYPE 2 TYPE II TYPE I FT. STREAM STREAMBANK REFORESTATION TYPICAL 8 FT. 4 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 2 inch 25% BETULA NIGRA 25% PRUNUS SEROTINA 25% PLATANUS OCCIDENTALIS 25% LIRIODENDRON TULIPIFERA 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR RIVER BIRCH BLACK CHERRY SYCAMORE TULIP POPLAR BAREROOT PLANTING DETAILLIVE STAKES PLANTING DETAIL BUDS (FACING UPWARD) ANGLE CUT 30-45 SQUARE CUT GROUND EXISTING/PROPOSED LIVE STAKES BANK STABILIZATION WITH LIVE STAKES LIVE STAKE COIR FIBER MAT (1/2"-2" DIAMETER) LIVE CUTTING 2 - 3 Feet 2 ft - 3 ft LIVE STAKES 2 ft - 3 ft LIVE STAKES STREAMBED EXISTING/PROPOSED DETAIL SHEET 1 OF 2 STREAMBANK REFORESTATION APPROXIMATELY 2724 PLANTS PER ACRE. ON CENTER, RANDOM SPACING, AVERAGING 4 FT. ON CENTER, TYPE 1 STREAMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT. APPROXIMATELY 680 PLANTS PER ACRE. ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER, TYPE 2 STREAMBANK REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. OF LIVE STAKE IS WITHIN GROUND LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 ON CENTER LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET NOTE: Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 704 357 0488 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 Charlotte, NC Boone, NC 828 355 9933 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers 17BP.14.R.145 SHEET NO.PROJECT REFERENCE NO. RF-3 N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT DETAIL SHEET 2 OF 2 STREAMBANK REFORESTATION REINFORCEMENT BAR #10 STEEL 12" 1" 24" 4" 1" STAPLE 1" (nominal) DIAMETER BEND 4" WOODEN STAKE 2" x 2" (nominal) BACKFILLMATTING COIR FIBER GROUND EXISTING FLOODPLAIN/ TO NWSEL EXTEND MATTING OF FLOW DIRECTION IN TRENCH MATTING AND BACKFILLED PLACED IN TRENCH MATTING SHALL BE COIR FIBER MATTING DETAIL ANCHOR OPTIONS PLAN VIEW TYPICAL CROSS SECTION NOT TO SCALE STREAM BED { ON 1’ CENTERS ANCHOR TRENCH ON 1’ CENTERS ANCHOR OVERLAP 3’ CENTERS ANCHORS ON 6" OVERLAY(MIN) (TYP) 18" 3’ CENTERS ANCHORS ON 6" MIN IN TRENCH 1’ CENTERS ANCHORS ON 12-24" 1-2" 1-2" 1’ CENTERS ANCHORS ON 1’ CENTERS ANCHORS ON 1’ CENTERS ANCHORS ON Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 704 357 0488 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 Charlotte, NC Boone, NC 828 355 9933 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers 17BP.14.R.145 18" CMPEXISTING R/W EXISTING R/W INV=2163.79’ GR GR W G C ON C 1 S F D CONCCANEY FORK CREEK CANEY FORK CREEK BST BST EXISTING R/W EXISTING R/W GR/SOI LHOOPER CEMETERY RD. SR 1738 16’ GRAVEL CANEY FORK RD. .21 MI. +/- TO SR 1737 INV=2165.44’18.00’18.00’50.00’DUKE ENERGY R/W50.00’ WOODS WOODS WOODS CANEY FORK CREEK 10 CONTRACT:TIP PROJECT: 17BP.14.R.145DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SHEET NO. UO-1 XX DEPART ME NT OF TRANSPORTATION STATE OF NORTH CARO LI NABY: PREPARED PLANS 0 GRAPHIC SCALES PLANS UTILITY OWNERS ON PROJECT INDEX OF SHEETS UTILITIES BY OTHERS 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 Consulting Engineers Asheville, NC 28806 828 253 2796 1318-F Patton Ave. 20 Scale 30 601530 PROJECT REFERNCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TRANSPORTATION\31631-02\UTILITIES\UO-1.DGNV&M PROJECT #31631-02JACKSON COUNTY 17BP.14.R.145 TO END TO SR 1737 ON SR 1738 (HOOPER CEMETERY ROAD) LOCATION: BRIDGE NO. 203 OVER CANEY FORK CREEK TYPE OF WORK: AERIAL POWER & TELEPHONE VICINITY MAP LOCATION PROJECTHooperCemeteryRd.MosesCreekJohnsCreek Rd. .62East Laport dR H HFMoses Creek Church Stephenson Cemetery Hooper Cemetery Z Hooper Knob Shelton Mountain Alum 3719summit NC GRID NAD 83 NA 2011 Robert Golding DIVISION 14 UTILITY COORDINATOR UTILITIES PROJECT COORDINATOR (2) TELEPHONE - FRONTIER COMM. (1) POWER - DUKE ENERGY4/20/17-L- STA. 12+90.00 END PROJECT 17BP.14.R.145 -L- STA. 10+50.00 BEGIN PROJECT 17BP.14.R.145 NC GRI DNAD 8 3 NA 2 0 11 -L- STA 12+16.67 END BRIDGE -L- STA 11+43.95 BEGIN BRIDGE 1735 1735 1736 1738 1737 1737 1740 CANEY FORK CREEK CANEY FORK CREEK CANEY FORK CREEK 50.00’ 1 S F D GR/SOI LDB 1126 PG 413 EDDIE SWEET DB 992 PG 102 DB 2103 PG 72 JEFF STAPLES DOUGLAS L. HOOPER G GR GR BST BST W 18" CMPCONCC O N C 18.00’EXISTING R/W EXISTING R/W .36 MI. +/- TO END WOODS WOODS EXISTING R/W EXISTING R/W18.00’DUKE ENERGY R/WHOOPER CEMETERY RD. SR 1738 16’ GRAVEL HOOPER CEMETERY RD. SR 1738 16’ GRAVEL CANEY FORK RD. .21 MI. +/- TO SR 1737 DB 992 PG 102 DOUGLAS L. HOOPER C C F F F F C C F F F 10111213 141516# 232 2 DUKE ENERGY # 10C6 DUKE ENERGYPROJECT:2/16/1817BP.14.R.145CONTRACT:V&M PROJECT #31631-02TRANSPORTATION\31631-02\UTILITIES\JACKSON 203_UO-2.DGNC203325SHEET NO. UTILITIES BY OTHERS UO-2 PROJECT REFERENCE NO. 17BP.14.R.14560 Scale30 Scale NC GRI DNAD 8 3 NA 2 0 11 BE DONE BY OTHERS SHOWN ON THIS SHEET WILL ALL PROPOSED UTILITY WORK NOTE: JACKSON COUNTY STRUCTURE #490203 -L- STA. 12+90.00 END PROJECT -L- STA. 12+16.67 END BRIDGE -L- STA. 11+43.95 BEGIN BRIDGE -L- STA. 10+50.00 BEGIN PROJECT 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 1 1 SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.145 IN CUBIC YARDS DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA COMPUTED BY: CHECKED BY:DATE: DATE: CROSS SECTION SUMMARY EXCAVATION UNCLASSIFIED EMBT 15 20 0 0 10 26 0 12+16.67 (END BRIDGE)0 5 NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT. 0 -L- STATION 10+50.00 10+75.00 11+00.00 11+25.00 12+25.00 SHEET NO.PROJECT REFERENCE NO. 1 3 42 5411+43.95 (BEGIN BRIDGE) 612+50.00 12+75.00 11 5 X-1A 3 AMF 03/16/2017 12+90.00 4 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 2/15/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Xsc\Jackson203_rdy_xpl_L.dgnUser:jddaves8/23/99PROJ. REFERENCE NO.SHEET NO.0 2160 2160 2165 2165 2170 2170 2155 2155 10+00.00 2160 2160 2165 2165 2170 2170 2175 2175 10+25.00 2160 2160 2165 2165 2170 2170 2175 2175 2180 2180 2155 2155 10+50.00 2160 2160 2165 2165 2170 2170 2175 2175 2180 2180 10+75.00 X-1 -L- 2.5 5 17BP.14.R.145 -L- STA. 10+50.00 BEGIN PROJECT 17BP.14.R.145 JACKSON 203 2166.79 2167.33 2167.90 0.011 0.0032167.912168.59 0.020 0.020 2167.754:12:1 S.S. 2170.082168.54S.S. 2167.31 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 2/15/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Xsc\Jackson203_rdy_xpl_L.dgnUser:jddaves8/23/99PROJ. REFERENCE NO.SHEET NO.0 2160 2160 2165 2165 2170 2170 2175 2175 2180 2180 2155 2155 11+00.00 2160 2160 2165 2165 2170 2170 2175 2175 2180 2180 2155 215511+25.00 2160 2160 2165 2165 2170 2170 2175 2175 11+50.00 2160 2160 2165 2165 2170 2170 2175 2175 11+75.00 X-2 -L- 2.5 5 17BP.14.R.145 JACKSON 203 BEGIN BRIDGE -L- STA. 11+43.95 2169.25 0.010 0.010 6:1 S.S. 2167.90 DRIVEWAY2169.082168.60 0.015 0.015 2:1 S.S. 2159.60 2166.414:1S.S. 2170.21 2:12169.152161.91 0.020 0.020 5 :1 S.S. 2165.712168.812159.44 0.020 0.0202168.43 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 2/15/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Xsc\Jackson203_rdy_xpl_L.dgnUser:jddaves8/23/99PROJ. REFERENCE NO.SHEET NO.0 2160 2160 2165 2165 2170 2170 2175 2175 2155 2155 12+00.00 2160 2160 2165 2165 2170 2170 2175 2175 2155 2155 12+25.00 2160 2160 2165 2165 2170 2170 2175 2175 12+50.00 2160 2160 2165 2165 2170 2170 2175 2175 12+75.00 X-3 -L- 2.5 5 17BP.14.R.145 -L- STA. 12+90.00 END PROJECT 17BP.14.R.145 JACKSON 203 END BRIDGE -L- STA. 12+16.67 0.020 0.0202168.042166.89 0.020 0.0202167.66S.S. 2167.60 2167.12 0.020 0.020 S.S. 2165.742167.284:1S.S. 2167.24 4:1 2167.00 0.018 0.0202167.04S.S. 2165.95 6 :14:1 S.S. 2166.97 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 2/15/2018V:\Asheville\transportation\31631-02 Jackson 203 - 17BP.14.R.145\Roadway\Xsc\Jackson203_rdy_xpl_L.dgnUser:jddaves8/23/99PROJ. REFERENCE NO.SHEET NO.0 2160 2160 2165 2165 2170 2170 2175 2175 2155 2155 13+00.00 2160 2160 2165 2165 2170 2170 2175 2175 2155 2155 2160 2160 2165 2165 2170 2170 2175 2175 2155 2155 2160 2160 2165 2165 2170 2170 2175 2175 2155 2155 -L- 2.5 5 X-417BP.14.R.145 JACKSON 203 2167.00