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Home My WebLink About20210209 Ver 1_Meeting Request Review Doc Attachment_20210312(215 LakeEXISTING R/W EXISTING R/W PONDPRIVATE R/WPRIVATE R/WSORRELLS CREEK SORRELLS CREEK LITTLE EAST FORK PIGEON RIVER EXISTING R/W EXISTING R/W EXISTING R/ W EXISTING R/ W VICINITY MAP INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 4/5/2019R:\Roadway\Proj\17BP.R177_Rdy_tsh.dgnUSHC04407CONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA S PORTTIONTATEOFNRTCAR O LI NA25 5050 25 5050 5 1010 0 0 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 00 100 100 20 =ADT = LOCATION PROJECT -L- PROJECT ENGINEER PROJECT DESIGN ENGINEER 434 Fayetteville Street, Suite 1500 Raleigh, NC 27601 License No. F-0891 Tel. (919) 836-4040 www.wsp-pb.com 1240 BRANCH RD. SCH. HOUSE 1129 FORK RD. LITTLE EAST National Pisgah = = =V =ADT 17BP.14.R.177 17BP.14.R.177 HAYWOOD COUNTY REPLACEMENT OF BRIDGE No. 237 OVER SORRELLS CREEK ON SR 1129 (LITTLE EAST FORK RD) LENGTH ROADWAY PROJECT 17BP.14.R.177 LENGTH STRUCTURE PROJECT 17BP.14.R.177 TOTAL LENGTH PROJECT 17BP.14.R.177 2015 17BP.14.R.177 N/A PE DIVISION 14 BRIDGE PROGRAM MANAGER 850 VPD BEGIN CONSTRUCTION BEGIN CONSTRUCTION END BRIDGE BEGIN BRIDGE NO OUTLET SR 1129 SORRELLS CREEK WSP RONYELL THIGPEN, PE HOLLY CHRISTENBURY, PE SUB-REGIONAL TIER GRADING, DRAINAGE, PAVING, TRAFFIC CONTROL, BRIDGE AND RETAINING WALL BEGIN TIP PROJECT 17BP.14.R.177 END TIP PROJECT 17BP.14.R.177 PIGEO N RIVER LITTLE EAST FORK -DR1--DR2-30 MPH DHV D T 2035 NA % NA % 6 % SR 1240BRANCH RDSCHOOL HOUSE LITTLE EAST FORK ROAD 850 VPD -L- STA. 10+70.00 -L- STA. 19+51.00 -DR1- STA. 11+70.00 -DR2- STA. 11+72.00 -L- STA. 14+73.70 -L- STA. 15+26.30 4 = 0.157 MI = 0.010 MI = 0.167 MI 17BP.14.R.177 N/A ROW & UTILITY 65% SUBMITTAL PLANS See Sheet 1A For Index of Sheets (Not Included) See Sheet 1B For Symbology Sheet TO THE LIMITS ESTABLISHED BY METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED NO CONTROL OF ACCESS ON THIS PROJECT. NO MUNICIPAL BOUNDARIES ON THIS PROJECT. ADAM DOCKERY RIGHT OF WAY DATE: LETTING DATE: NCDOT CONTACT: FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PREPARED IN THE OFFICE OF: 2018 STANDARD SPECIFICATIONS NAD 8 3 17BP.14.R.177 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 WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge Woods Line Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled S FLOW *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. 1B 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 REVISIONS ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.4/5/2019R:\Roadway\Proj\17BP.R177_Rdy_typ.dgnUSHC044078/17/99BRIDGE TYPICAL SECTION U L E2 C -L- MIN. 3" E2 MIN. 3" C3 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0891 www.wspgroup.com 434 Fayetteville Street Suite 1500 Raleigh, NC 27601 - 919.836.4040 17BP.14.R.177 0.02 FT/FT GRADE POINT GRADE TO THIS LINE 5 GROUND EXISTING 2’ 8" 15’-0" TYPICAL SECTION NO. CL 2’ J C1 C1 -L- STA. 14+73.70 TO STA. 15+26.30 2 GRADE POINT CL 3’ U C1 T GROUND EXISTING VARIES FT/FT VARIES FT/FT SEE X-SECTIONSVAR. 2:1 MAXGROUND EXISTING 10’-0"10’-0" E1 -L- -L- STA. 10+95.00 TO STA. 14+73.70 (BEGIN BRIDGE) -L- STA. 15+26.30 (END BRIDGE) TO STA. 16+91.41 EARTH MATERIAL.T EXISTING PAVEMENT.U PAVEMENT SCHEDULE AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD. PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E1 C2 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. WEDGING (SEE DETAIL THIS SHEET).W THAN 1" IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 1" IN DEPTH OR GREATER AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH TO PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO THAN 5" IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION -DR2- STA. 10+10.00 TO STA. 11+72.00 MILLING DETAIL FOR PROFILE CONNECTIONS C1C1 MILLED 1 1/2" PAVEMENT EXISTING U TYING PROPOSED PAVEMENTS TO EXISTING PAVEMENTS THE ENGINEER AS DIRECTED BY VARIES MIN. 3" E2 WEDGING DETAIL C1 C3 C3 C2 PROP. 8" AGGREGATE BASE COURSE.J 4 -DR1- STA. 10+10.00 TO STA. 11+70.00 TYPICAL SECTION NO. PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, 8’ 4:1 GROUND EXISTING GRADE POINT GRADE TO THIS LINE GROUND EXISTING 2’ 8" 10’-0" CL 2’ JGROUND EXISTING GROUND EXISTING 1 GRADE POINT CL U GROUND EXISTING VARIES FT/FT VARIES FT/FT EXISTING MATCH EXISTING MATCH MILL -L- STA. 10+70.00 TO STA. 10+95.00 -L- TYPICAL SECTION NO. GROUND EXISTING V CI SHOULDER BERM GUTTERR1 -DR2- -DR1- CL 9 SLABS @ 3’-0" = 27’ 12’-5"12’-5" GRADE POINT 0.02 FT/FT 0.02 FT/FT C1 C1 24’-10" AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. U CL 10’-0" VARIES FT/FT -L- C1 R1 2’-4" SHOULDER BERM GUTTER DETAIL A RETAINING WALL-L- STA. 15+42.77 TO 15+97.00 (LT) 3’-0" ALL SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.1. NOTES: -L- STA. 19+26.00 TO STA. 19+51.00 VARIES FT/FT 3.5"6.5" U CL 10’-0" VARIES FT/FT -L- C1 R1 2’-4" SHOULDER BERM GUTTER DETAIL B -L- STA. 15+97.00 TO 16+05.00 (LT) 3’-0" GROUND EXISTING TYPICAL SECTION NO. (USE IN CONJUNCTION WITH DETAIL A, B) 2:12:12:12:1 2:1SEE X-SECTIONS VAR.4:! SEE X-SECTIONSVAR. 2:1 MAXGROUND EXISTING 3’8’ 2A-1 GRADE TO THIS LINE VARIES T T T T 3 GRADE POINT CL 3’ T GROUND EXISTING VARIES FT/FT VARIES FT/FT SEE X-SECTIONSVAR. 2:1 MAXGROUND EXISTING 10’-0"10’-0" E1 -L- C2 8’ 4:1 TYPICAL SECTION NO. SEE X-SECTIONS VAR.4:! SEE X-SECTIONSVAR. 2:1 MAXGROUND EXISTING 3’8’ GRADE TO THIS LINE VARIES E1 T C2 -L- STA. 16+91.41 TO STA. 18+18.12 -L- STA. 18+18.12 TO STA. 19+26.00 -L- STA. 15+31.23 TO 15+48.08 (RT) 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 BEG. STA.END STA.LOCATION XI MOD M-350 XIII VI MOD BICCAT-16/21/00AT-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.4/5/2019R:\Roadway\Proj\17BP.R177_RDY_PSH_3B1.dgnUSHC04407SAY: GRAND TOTALS: STATION SUMMARY OF EARTHWORK STATION (CY) EXCAV. UNCL. (CY) BORROW (CY) WASTE 251 LINE TYPE III 207 PRICE FOR "GRADING." OF EXISTING PAVEMENT WILL BE PAID FOR AT THE CONTRACT LUMP SUM EXCAVATION, FINE GRADING, CLEARING AND GRUBBING, AND REMOVAL APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION, BORROW NOTE: 3B-1 4 4 PROJECT TOTALS EST 5% TOPSOIL FOR BORROW PITS 1 2 2 15+24.41 -L-19+26.00 -L- 44 (CY) +% EMBANK. 37.5’ 37.5’ 12.5’SUBTOTAL TOTALS SAY AT-1 (2 x 6.25)= LESS DEDUCTIONS 50’ 12.5’ SUBTOTAL 18.75’ RT LT 14+69.66 14+84.00-L- -L- 14+45.76 14+18.66 2’-5"6’-0" 6’-0"25’-0" 25’-0" 0’-6" 0’-6" ADDITIONAL GUARDRAIL POSTS = 5 STATIONSTATIONLINE -L-15+42.77 (LT) TOTAL: SAY: FT LENGTH 11+70.00 -DR1-10+10.00 -DR1- 10+10.00 -DR2-11+72.00 -DR2- SUBTOTAL 1: 14 17BP.14.R.177 10+95.00 -L-14+74.41 -L-385 2076501304 1304 650 WASTE USED FOR BORROW -207 6501304 1310 SHOULDER BERM GUTTER SUMMARY 79.08 15+30.34-L-16+39.66 LT -L-15+16.00 15+49.68 RT TYPE III (4 x 18.75)= 1 1 1 1 2 2 1 1 H. CHRISTENBURY, PE 16+05.00 (LT)62.23 80 75’ 50’ 18.75’31.25’ 25’ 50’ 125’ 1 GREU TL-2 2’-5" 2’-5" 2’-5" 6’-0" 6’-0" 14+82.20 BRIDGE 15+16.61 BRIDGE 14+66.61 BRIDGE 15+32.20 BRIDGE 3-27-2019 268 268762 494 113 861 0 -207 654 654 106.25’ 200’ 75’ 75’ 117 99 -L-15+31.23 (RT)15+48.08 (RT)16.85 GREU TL-2 (2 x 25)= CANOP YWD R AIL F E N C E WD FE NCE WD FENCEG R SOILT ROCK T A N KS E P TI C APPR O X. DR AIN FIELD PILE ROCK PILE ROCK WALL ROCK 15" CMP 15" CMP EXISTING R/W EXISTING R/W EIP EIP EIP EIP NAIL NAIL GPS-101 REFERENCE MONS. FOREST SERVICE EIP EIP R / R SPIK ES 3 7 3 6 ’ 4 9 " W2 8 8. 0 0 ’S 1359’07" E279.99’ SPLIT RAIL REC. CENTER1 S FTENT SITES S 4625’26" E 59.83’ S 4109’17" E 61.48’S 0 1 12’3 3" E3 9.6 6’S 19 1 0 ’0 3 " E 8 8 . 5 8 ’S 0 0 5 8’4 7" E8 0 2.5 9’S 7909’56" W79.26’S 8253’10" W76.81’26.73’ S 8238’04" W 36.87’N 8957’18" E504.20’32.15’S 4137’58" E 198.51’N 4742’05" E57.65’N 4718’01" E36.73’N 7348’22" E240.88’N 7340’31" E82.97’INV=3144.23’ INV=3144.98’ 15" C MP IN V =3109.17’I NV=3108.34’24" CMP WD SHED COLUMNSCONC SOIL SIGN SIGN SIGN SIGN SIGN SIGN SPLIT RAIL SIGN ROCK SAT. DISH BD1 BD2 BD3 BD4 NE1 SE1 E1 W1 NW1 SW1 SPIKE IN BASE OF 18" OAK -BL- STA. 9+61.39 38.18’ RT. BM #1 ELEV. 3137.70’ NAIL IN BASE OF 8" POPLAR -BL- STA. 9+93.76 37.39’ LT. BM #2 ELEV. 3132.21’ 2 3 4 5 6 7 8 9 10 11 12 DB 570 PG 1705 CRISTINE MARSHALL DB 480 PG 92 BL-1 BL-2POND SOILS 1233’52" E128.26’49.89’S 8602’15" E112.81’N 5648’45" E74.29’N 4038’55" E 4.52’SOIL69.85’ N 7339’06" E 29.49’ N 3538’59" E 32.36’ S 3758’45" W DB 480 PG 92 DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA DB 467 PG 1924 BETTY S. PEARSON DB 702 PG 1887 DB 790 PG 938 WILLIAM J. WHITE JULIO DELANOY, ET AL DB 734 PG 2449 HIGHLANDS DEVELOPMENT GROUP, LLC 45.00’PRIVATE R/WPRIVATE R/W8" PVC 8" PVC SIGN SORRELLS CREEK SORRELLS CREEK LITTLE EAST FORK PIGEON RIVER LITTLE EAST FORK RD. SR 1129 18’ BST 0.83 MI. T O SR 1240 SC H O OL H O USE BR A NC H R D. 3158.84’ O/H WIRE ELEV. GPS-100 45.00’0. 5 6 ’45.00’EXISTING R/W EXISTING R/W INV=3114.61’ INV=3116.23’ INV=3125.43’ INTAKE INV=3125.64’ INV=3127.76’45.00’EXISTING R/ W EXISTING R/ W ROCK SILO SILO B AT H H O USE WALL ROCK BOY SCOUTS OF AMERICA DANIEL BOONE COUNCIL, INC., DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4/5/2019R:\Roadway\Proj\17BP.R177_Rdy_psh_04.dgnUSHC044078/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 434 Fayetteville Street Suite 1500 Raleigh, NC 27601 - 919.836.4040 LICENSE NO. F-0165 www.wsp.com 15" 15" 15" RCP-III GRADE TO DRAINGRADE TO DRAIN Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 18+00 TO STA. 19+50 RT DETAIL B Min. D= 1 Ft. Ground Natural Slope Ditch Front DRAIN GRADE TO REMOVE15" FLOWABLE FILL GRADE TO DRAIN DRAIN GRADE TO 2:1D Flatter4:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 15+75 TO STA. 18+00 RT FROM -L- STA. 14+50 TO STA. 15+00 LT FROM -L- STA. 11+50 TO STA. 12+10 LT DETAIL A Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= Class A Rip-Rap Slope Ditch Front Ground Natural Geotextile 24" RCP-IVTO DRAIN DAM GRADE AND EARTHEN 8" PVC PIPE REMOVE INTAKE, ( Not to Scale) RIP RAP AT EMBANKMENT STA. 18+16 LT STA. 16+03 LT STA. 15+00 LT STA. 12+32 RT DETAIL C Grade Ditch 18" GEOTEXTILE Geotextile= 25 sy (each) Type of Liner= 14 TONS,CL I Rip-Rap (each) 10’min. 1.0’min.9.1’9.1’.005.013.01.03.01.02.0322’.03.00.03.02.01.03.02.01.00.01.02.04.03.02.01.00.01.02.02.066.03.06.04.05.0416’EXISTEX IST9.2’9.2’10’10’10’10’STA. 16+05.00 STA. 15+42.18 TO SBG STA. 15+97.00 RETAINING WALL END STA. 15+47.66 RETAINING WALL BEGIN 10’ 15’+83.02.02.01+26.31 6’+9416’+0316’+78C C C F C F F C F F F F C C C C C F F C C F F C CFCF F F F C 1 2 3 4 5 3 22.50 30.00 +95.00 30.00 +97.88 30.00 +98.73 30.00 +94.88 30.00 40.00 +70.00 70.00 +50.00 49.37 +93.21 22.5 30.00 +25.09 30.00 +61.59 30.00 +29.47 50.00 +95.00 30.00 +50.00 -DR1- 50.00 +20.00 15.00 +75.00 -DR1- 51.25 +75.00 75.00 28.68 +15.00 80.00 31.80 +50.00 41.41 70.00 +25.00 47.08 +05.00 50.00 +60.00 120.00 +60.00 20.00 +40.00 -DR2- 20.00 +80.00 -DR2- 20.00 +40.00 -DR2- 20.00 +80.00 -DR2- 58.38 +41.15 42.50 +67.00 61.00 +28.00 30.00 +06.00 PI Sta 10+99.18 D L = 197.88’ T = 99.18’ R = 1,145.92’ PI Sta 13+46.89 D L = 96.15’ T = 48.16’ R = 681.00’ PI Sta 18+46.38 D L = 163.50’ T = 84.79’ R = 250.00’ -L- STA. 19+51.00 END TIP PROJECT 17BP.14.R.177 PI Sta 20+44.44 D L = 126.88’ T = 63.53’ R = 1,000.00’101520 DS = 30 MPH e= 3% Lr = 48’ DS = EXISTING -L- STA. 10+95.00 BEGIN GRADE -L- STA. 19+26.00 END GRADE -L- CURVE DATA -L- PC Sta. 10+00.00 -L- PT Sta. 11+97.88-L- PT Sta. 13+94.88-L- PT Sta. 21+07.80-L - P T Sta. 19+25.09-L- PC Sta. 17+61.59-L - P C Sta. 19+80.91 -L- STA. 10+70.00 BEGIN TIP PROJECT 17BP.14.R177 10 PI Sta 10+51.83 D L = 43.57’ T = 26.64’ R = 30.00’ -DR1- CURVE DATA PI Sta 10+64.76 D L = 50.94’ T = 30.27’ R = 37.50’ PI Sta 11+31.51 D L = 74.48’ T = 46.09’ R = 50.00’ -DR2- CURVE DATA -DR1- POT Sta. 12+01.12 -DR2- PRC Sta. 10+85.42 -DR1- PT Sta. 10+68.76 -DR1- PC Sta. 10+25.18-L- PC Sta. 12+98.73 -DR1- POT Sta. 10+00.00 -L- POT Sta. 14+36.77 = -DR2- PC Sta. 10+34.49 -DR2- POT Sta. 10+00.00 -DR2- POT Sta. 11+83.42 -DR2- PT Sta. 11+59.90 -L- POT Sta. 15+59.25 = DS = 30 MPH e= 4% Lr = 64’ DS = EXISTING 4 BRIDGE WIDTH AND SHOULDERS IN RELATION TO PROPOSED SKETCH SHOWING DIMENSION OF PAVEMENT PAVED SHOULDER -L- STA. 14+73.70 BEGIN BRIDGE -L- STA. 15+37.00 END APPROACH SLAB 27’RDWY CLEAR 24’-10"10’10’ 17BP.14.R.177 TYPE III -L- STA. 14+63.00 BEGIN APPROACH SLAB -L- STA. 15+26.30 END BRIDGE R=20’ R=20’ AT-1 R=15’ GREU TL-2 GREU TL-2 PAVED SHOULDER INCIDENTAL MILLING AT-1 NAD 8 3/ 2 0 11 WALL RETAINING R=15’ TYPE III (TYP.) 2’-5" PS SEE SHEET 5 FOR -DR2- PROFILE SEE SHEET 5 FOR -DR1- PROFILE SEE SHEET 5 FOR -L- PROFILE PAVEMENT REMOVAL -DR2- POT STA. 10+00.00 -L- POT STA. 15+59.25= -DR1- POT STA. 10+00.00 -L- POT STA. 14+36.77= +05 END SBG +87+92+12EXCAVATION HATCHING DITCH IN SW QUADRANT. REMOVE AND REPLACE FENCE TO BACK OF CUT DO NOT DISTURB SILO’S DURING CONSTRUCTION NOTE: 1 8" RCP-I V TB 2GI EST 42 SY GF EST 16 TONS LINE w/ CLASS A RIPRAP EST 34 SY GF EST 13 TONS LINE w/ CLASS A RIPRAP EST 51 SY GF EST 19 TONS SEE DETAIL A STA 11+50 TO 12+10 -L- LT SPECIAL CUT DITCH EST 42 SY GF EST 16 TONS SEE DETAIL A STA 14+50 TO 15+00 -L- LT SPECIAL CUT DITCH FLUME CONCRETE INSTALL SEE DETAIL B STA 18+00 TO 19+50 -L- RT SPECIAL CUT DITCH EST 102 SY GF EST 38 TONS LINE w/ CLASS A RIPRAP EST 200 SY GF EST 75 TONS SEE DETAIL B 18+00 -L- RT STA 15+75 TO SPECIAL CUT DITCH EST 12 SY GF EST 11 TONS SEE DETAIL C EMBANKMENT RIPRAP AT 500 CU YD TO EL 3120’ EXCAVATE AND GRADE EST 10 SY GF EST 8 TONS AT EMBANKMENT CLASS I RIPRAP EST 10 SY GF EST 8 TONS AT EMBANKMENT CLASS I RIPRAP EST 20 SY FF EST 12 TONS AT EMBANKMENT CLASS I RIPRAP 0401 0402 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4/5/2019R:\Roadway\Proj\17BP.R177_Rdy_pfl_05.dgnUSHC04407DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 434 Fayetteville Street Suite 1500 Raleigh, NC 27601 - 919.836.4040 LICENSE NO. F-0165 www.wsp.com EL. 3154.77’ BEGIN GRADE -L- Sta. 10+95.00 -L- Sta. 10+70.00 BEGIN TIP PROJECT 17BP.14.R.177 EL. 3108.51’ END GRADE -L- Sta. 19+26.00 -L- Sta. 19+51.00 END TIP PROJECT 17BP.14.R.177 GRADE PROPOSED GROUND EXISTING PI = 11+83.00 EL = 3,150.02’(-)5.4000%(-)6.6152% VC = 150’ K = 123 PI = 13+80.00 EL = 3,136.99’(-)6.6152%(-)4 . 7 5 0 0% VC = 160’ K = 86 PI = 16+45.00 EL = 3,124.40’(-)4 . 7 5 0 0% ( - )7.1662% VC = 200’ K = 83 PI = 18+35.00 EL = 3,110.78’ ( - )7.1662% (-)2 .5000% VC = 180’ K = 39 DS = 55 MPH DS = 45 MPH DS = 45 MPH DS = 30 MPH -L- Sta. 14+73.70 BEGIN BRIDGE -L- Sta. 15+26.30 END BRIDGE EL. 3134.26’ BEGIN GRADE -DR1- Sta. 10+10.00 EL. 3130.86’ END GRADE -DR1- Sta. 11+70.00 GRADE PROPOSED GROUND EXISTING PI = 11+40.00 EL = 3,132.51’ (-)1.3427%(-)5.5026% VC = 40’ K = 10 EL. 3128.26’ BEGIN GRADE -DR2- Sta. 10+10.00 EL. 3135.53’ END GRADE -DR2- Sta. 11+72.00 GROUND EXISTING GRADE PROPOSED PI = 10+33.00 EL = 3,128.25’ (-)0.0500% PI = 11+52.00 EL = 3,136.53’ (+)6.9557%(-)5. 0 00 0% VC = 40’ K = 6 VC = 40’ K = 3 5 10 11 12 13 14 -L- 15 16 17 18 10 11 17BP.14.R.177 3,100 3,110 3,120 3,130 3,140 3,150 3,160 3,100 3,110 3,120 3,130 3,100 3,110 3,120 3,130 3,140 3,100 3,110 3,120 3,130 3,140 BM#1 ELEVATION = 3137.70’ N 623576 E 838815 SPIKE IN BASE OF 18" OAK L STATION 13+52.16 53.6868 RT BM#2 ELEVATION = 3132.21’ N 623570 E 838733 NAIL IN BASE OF 8" POPLAR L STATION 13+91.28 18.5243 LT -DR2- -DR1- 10 11 12 12 19 20 21 SHEET NO. INDEX OF SHEETS SHEET NO.TITLE APPROVED: DATE: TITLE SHEET, VICINITY MAP AND INDEX OF SHEETS ROADWAY STANDARD DRAWINGS AND LEGEND 02/08/16 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS TRANSPORTATION MANAGEMENT PLAN DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANSTRAFFIC CONTROL PROJECT ENGINEER TRAFFIC CONTROL PROJECT DESIGN ENGINEER STATE TRAFFIC MANAGEMENT ENGINEER TRAFFIC CONTROL DESIGN ENGINEER N.C.D.O.T. W ORK ZONE TRAFFIC CONTROL 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 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 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" TEMPORARY TRAFFIC CONTROL PHASE I TEMPORARY TRAFFIC CONTROL PHASE II DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1001 Morehead Square Dr. Suite 610 Charlotte NC, 28203 NC LIC. NO. F-0165 TMP-2 GENERAL NOTES AND WRITTEN PHASING TMP-4 TMP-5 -L- STA. 19+51.00 TMP-1 TMP-3 TMP-1 END PROJECT PROJECT: 17BP.14.R.177HAYWOOD COUNTY TMP-6 TEMPORARY TRAFFIC CONTROL PHASE III SR 1129 (LITTLE EAST FORK RD) SORRELLS CREEK -L- STA. 10+70.00 BEGIN PROJECT LEGENDROADWAY STANDARD DRAWINGS TITLESTD. NO. PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., FLAGGER TRAFFIC CONTROL DEVICES CONE DRUM STATIONARY SIGN PORTABLE SIGN CHANGEABLE MESSAGE SIGN STATIONARY OR PORTABLE SIGN SKINNY DRUM BARRICADE (TYPE III) TEMPORARY SIGNING LAW ENFORCEMENT TEMPORARY CRASH CUSHION DIRECTION OF TRAFFIC FLOW NORTH ARROW GENERAL EXIST. PVMT. PROPOSED PVMT. DIRECTION OF PEDESTRIAN TRAFFIC FLOW WORK AREA DRAWINGS & LEGEND ROADWAY STANDARD THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - ARE CONSIDERED A PART OF THESE PLANS: 1150.01 FLAGGING DEVICES 1135.01 CONES 1130.01 DRUM 1110.02 PORTABLE WORK ZONE SIGNS 1110.01 STATIONARY WORK ZONE SIGNS 1101.11 TRAFFIC CONTROL DESIGN TABLES 1101.02 TEMPORARY LANE CLOSURES FLASHING ARROW BOARD TRUCK MOUNTED ATTENUATOR (TMA) 1101.01 WORK ZONE ADVANCE WARNING SIGNS TMP-2 TEMPORARY PAVEMENT MARKING PAINT (4") PA WHITE SOLID EDGE LINE 1180.01 SKINNY-DRUM 1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS 1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS 1205.04 PAVEMENT MARKINGS - INTERSECTIONS 1170.01 POSITIVE PROTECTION 1145.01 BARRICADES - TYPE III DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY 1205.12 PAVEMENT MARKINGS - BRIDGES TEMPORARY PAVEMENT DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 17BP.14.R.177 SHEET NO.PROJ. REFERENCE NO. 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MANAGEMENT PLANS TRANSPORTATION TMP-3 CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE ENGINEER. 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. LANE AND SHOULDER CLOSURE REQUIREMENTS A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS DIRECTED BY THE ENGINEER. B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER. PAVEMENT EDGE DROP OFF REQUIREMENTS G) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT DROP-OFF AS FOLLOWS: BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT NO EXPENSE TO THE DEPARTMENT. H) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING "UNEVEN LANES" SIGNS (W8-11) 500 FT IN ADVANCE AND A MINIMUM OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA. TRAFFIC PATTERN ALTERATIONS I) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION. SIGNING J) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. WRITTEN PHASING GENERAL NOTES AND GENERAL NOTES PHASING NOTES K) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS. L) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN. PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR ROUTE AS SHOWN IN THE TRAFFIC CONTROL PLANS. F) CONTRACTOR SHALL PROVIDE ACCESS TO ALL RESIDENCES AT ALL TIMES. IMPACTING DRIVEWAYS. COORDINATE WITH PROPERTY OWNERS DURING CONSTRUCTION ACTIVITIES TRAFFIC BARRIER M) INSTALL TEMPORARY BARRIER ACCORDING TO THE TRANSPORTATION MANAGEMENT PLANS A MAXIMUM OF TWO (2) WEEKS PRIOR TO BEGINNING WORK IN ANY LOCATION. ONCE TEMPORARY BARRIER IS INSTALLED AT ANY LOCATION PROCEED IN A CONTINUOUS MANNER TO COMPLETE THE PROPOSED WORK IN THAT LOCATION UNLESS OTHERWISE STATED IN THE TRANSPORTATION MANAGEMENT PLANS OR AS DIRECTED BY THE ENGINEER. DO NOT PLACE BARRIER DIRECTLY ON ANY SURFACE OTHER THAN ASPHALT OR CONCRETE. ONCE TEMPORARY BARRIER IS INSTALLED AT ANY LOCATION AND NO WORK IS PERFORMED BEHIND THE TEMPORARY BARRIER FOR A PERIOD LONGER THAN TWO (2) MONTHS, REMOVE / RESET TEMPORARY BARRIER AT NO COST TO THE DEPARTMENT UNLESS OTHERWISE STATED IN THE TRANSPORTATION MANAGEMENT PLANS, TEMPORARY BARRIER IS PROTECTING A HAZARD, OR AS DIRECTED BY THE ENGINEER. INSTALL TEMPORARY BARRIER WITH THE TRAFFIC FLOW BEGINNING WITH THE UPSTREAM SIDE OF TRAFFIC. REMOVE TEMPORARY BARRIER AGAINST THE TRAFFIC FLOW BEGINNING WITH THE DOWNSTREAM SIDE OF TRAFFIC. INSTALL AND SPACE DRUMS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH) TO CLOSE OR KEEP THE SECTION OF THE ROADWAY CLOSED UNTIL THE TEMPORARY BARRIER CAN BE PLACED OR AFTER THE TEMPORARY BARRIER IS REMOVED. N) PROTECT THE APPROACH END OF MOVABLE/PORTABLE CONCRETE BARRIER AT ALL TIMES DURING THE INSTALLATION AND REMOVAL OF THE BARRIER BY EITHER A TRUCK MOUNTED ATTENUATOR (MAXIMUM 72 HOURS) OR A TEMPORARY CRASH CUSHION. PROTECT THE APPROACH END OF MOVABLE/PORTABLE CONCRETE BARRIER FROM ONCOMING TRAFFIC AT ALL TIMES BY A TEMPORARY CRASH CUSHION UNLESS THE APPROACH END OF MOVABLE/PORTABLE CONCRETE BARRIER IS OFFSET FROM ONCOMING TRAFFIC AS FOLLOWS OR AS SHOWN IN THE PLANS: (SEE ALSO 1101.05) POSTED SPEED LIMIT MINIMUM OFFSET 40 OR LESS 15 FT 45 - 50 20 FT 55 25 FT 60 MPH or HIGHER 30 FT PAVEMENT MARKINGS AND MARKERS P) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS: ROAD NAME MARKING MARKER Q) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER. R) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. S) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY THE END OF EACH DAY'S OPERATION. ALL ROADS PAINT NONE LOCAL NOTES THEM OF TRAFFIC PATTERN ALTERATIONS. EMERGENCY SERVICES PRIOR TO CONSTRUCTION AND ALERT CONTRACTOR SHALL NOTIFY HAYWOOD COUNTY SCHOOLS AND1) ON THE FINAL LAYER OF PAVEMENT AS FOLLOWS: ROAD NAME MARKING MARKER ALL ROADS PAINT NONE O) INSTALL FINAL PAVEMENT MARKINGS AND FINAL PAVEMENT MARKERS COMPLETE. REMOVE ALL TEMPORARY SIGNS AND DEVICES ONCE CONSTRUCTION ISSTEP 4: MARKINGS AND SHIFT TRAFFIC TO THE FINAL TRAFFIC PATTERN. AND INSTALL FINAL LAYER OF SURFACE COURSE AND FINAL PAVEMENT DRAWING NO. 1101.02, SHEET 1 OF 14, TO REMOVE TEMPORARY GUARDRAIL ONCE THE BRIDGE CONSTRUCTION IS COMPLETE, USE ROADWAY STANDARDSTEP 3: SHEET TMP-6. CONSTRUCT REMAINING BRIDGE IMPROVEMENTS ALONG -L- AS SHOWN ON USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 14 OF 14,STEP 2: RESPONSIBLE FOR DESIGN, MAINTENANCE, AND OPERATION OF ALL EQUIPMENT. FOR 24 HOURS FOR THE DURATION OF BRIDGE CONSTRUCTION. CONTRACTOR IS AUTOMATED FLAGGING OPERATIONS AND DEVICES WILL NEED TO BE ACTIVE NOTE: TRAFFIC TO ONE-LANE, TWO-WAY PATTERN AS SHOWN ON SHEET TMP-6. AS NEEDED, INSTALL TEMPORARY MARKINGS AND GUARDRAIL AND SHIFT USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 1 OF 14,STEP 1: PHASE III WIDENING ALONG -L- AS SHOWN ON SHEET TMP-5. INSTALL TEMPORARY SHORING, CONSTRUCT BRIDGE IMPROVEMENTS, AND USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 14 OF 14,STEP 2: RESPONSIBLE FOR DESIGN, MAINTENANCE, AND OPERATION OF ALL EQUIPMENT. FOR 24 HOURS FOR THE DURATION OF BRIDGE CONSTRUCTION. CONTRACTOR IS AUTOMATED FLAGGING OPERATIONS AND DEVICES WILL NEED TO BE ACTIVE NOTE: TRAFFIC TO ONE-LANE, TWO-WAY PATTERN AS SHOWN ON SHEET TMP-5. AS NEEDED, INSTALL TEMPORARY MARKINGS AND GUARDRAIL AND SHIFT USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 1 OF 14,STEP 1: PHASE II -L-, AND DRIVEWAYS AS SHOWN ON SHEET TMP-4. AS NEEDED, INSTALL TEMPORARY PAVEMENT, PROPOSED WIDENING ALONG USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 1 OF 14,STEP 2: OCCURRING NO MORE THAN THREE DAYS PRIOR TO BEGINNING CONSTRUCTION. TO ROADWAY STANDARD DRAWING NO. 1101.01 WHERE WORK WILL BE INSTALL WORK ZONE ADVANCE WARNING SIGNS ON ALL ROADS ACCORDINGSTEP 1: PHASE I DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 17BP.14.R.177 SHEET NO.PROJ. REFERENCE NO. 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MANAGEMENT PLANS TRANSPORTATION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 17BP.14.R.177 SHEET NO.PROJ. REFERENCE NO. 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MANAGEMENT PLANS TRANSPORTATION GR SOILSOIL SOIL SOILLITTLE EAST FORK RD. SR 1129 18' BST 0.83 MI. T O S R 1240 S C HOOL HOUS E B R ANC H R D.10152 0 10 PHASE I TMP-4 -L- (SR 1129)-L- (SR 1129) ADDITIONAL SIGN AND DEVICE INFORMATION. NOTED. SEE NCDOT RSD. 1101.02, SHEET 1 OF 14, FOR ALL PAVEMENT MARKINGS ARE EXISTING UNLESS OTHERWISE BEGIN CONSTRUCTION -L- STA. 10+95 +/- END CONSTRUCTION -L- STA. 19+26 +/- MAINTAIN ACCESS AT ALL TIMES COORDINATE WITH PROPERTY OWNER CONSTRUCT -DR2- IMPROVEMENTS MAINTAIN ACCESS AT ALL TIMES COORDINATE WITH PROPERTY OWNER CONSTRUCT -DR1- IMPROVEMENTS END CONSTRUCTION -L- STA. 14+50 +/- BEGIN CONSTRUCTION END TEMPORARY PAVEMENT -L- STA. 15+95 +/- -L- STA. 15+52, 18.4' RT +/- -L- STA. 15+15, 19.5' RT +/- END TEMPORARY PAVEMENT -L- STA. 14+98 +/- R = 100' R = 112' DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 17BP.14.R.177 SHEET NO.PROJ. REFERENCE NO. 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MANAGEMENT PLANS TRANSPORTATION GR SOILSOIL SOIL LITTLE EAST FORK RD. SR 1129 18' BST 0.83 MI. T O S R 1240 S C HOOL HOUS E B R ANC H R D.10152 0 10 TMP-5 -L- (SR 1129)-L- (SR 1129) END CONSTRUCTION -L- STA. 16+10 +/- PHASE II TEMPORARY PAVEMENT PA FOLLOW EDGE OF PAVEMENT MARKINGS TIE TO EXISTING -L- STA. 16+91 +/- BEGIN CONSTRUCTION -L- STA. 14+50 +/- PA PAVEMENT MARKINGS TIE TO EXISTING -L- STA. 16+77 +/- -L- STA. 16+30, 8.2' LT +/- ADDITIONAL SIGN AND DEVICE INFORMATION. NOTED. SEE NCDOT RSD. 1101.02, SHEET 14 OF 14, FOR ALL PAVEMENT MARKINGS ARE EXISTING UNLESS OTHERWISE P O R T P O R T P O R T P O R T PAVEMENT MARKINGS TIE TO EXISTING -L- STA. 13+70 +/- 10' -L- STA. 14+20 +/- R = 100' R = 100' -L- STA. 15+21, 8.1' RT +/- -L- STA. 15+49, 6.9' RT +/- TYPE TL-2 END UNIT END TEMPORARY GUARDRAIL -L- STA. 15+73, 2.3' RT +/- R = 25' TYPE AT-1 END UNIT SHOP-CURVED GUARDRAIL BEGIN TEMPORARY -DR1- STA. 10+23, 6.3' RT +/- -L- STA. 14+80, 5.5' RT -L- STA. 14+57, 5.5' RT -L- STA. 14+50, 0.0' RT TEMPORARY SHORING 01 QUANTITY = -L- STA. 15+43, 4.8' RT -L- STA. 15+05, 4.8' RT TEMPORARY SHORING 02 QUANTITY = A B W1-6L R11-2 48'' x 30'' ROAD CLOSED 48" x 24" TYPE III BARRICADE W1-6R R11-2 48'' x 30'' ROAD CLOSED 48" x 24" TYPE III BARRICADE A B 0.02 & DETAILS) (ROADWAY PAY ITEM ANCHORED TO DECK TEMPORARY GUARDRAIL GRADE POINT -L- SHORING TEMPORARY CUT LINE 11' (OUT TO OUT)3'|1' VARIES 14'| 11'| (CLEAR ROADWAY) ANCHORED TO DECK TEMPORARY GUARDRAIL 15' DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 17BP.14.R.177 SHEET NO.PROJ. REFERENCE NO. 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 APPROVED: DATE: SEAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MANAGEMENT PLANS TRANSPORTATION GR SOILSOIL SOIL LITTLE EAST FORK RD. SR 1129 18' BST 0.83 MI. T O S R 1240 S C HOOL HOUS E B R ANC H R D.10152 0 10 TMP-6 -L- (SR 1129)-L- (SR 1129) PA PAVEMENT MARKINGS TIE TO PROPOSED -L- STA. 16+55 +/- -L- STA. 16+05, 0.6' LT +/- ADDITIONAL SIGN AND DEVICE INFORMATION. NOTED. SEE NCDOT RSD. 1101.02, SHEET 14 OF 14, FOR ALL PAVEMENT MARKINGS ARE EXISTING UNLESS OTHERWISE P O R T P O R T P O R T P O R T PAVEMENT MARKINGS TIE TO PROPOSED -L- STA. 13+63 +/- W1-6L R11-2 48'' x 30'' ROAD CLOSED 48" x 24" TYPE III BARRICADE A A PHASE III OF PROPOSED BRIDGE CONSTRUCT REMAINDER -L- STA. 14+13, 0.6' LT +/- TYPE TL-2 END UNIT BEGIN TEMPORARY GUARDRAIL -L- STA. 14+45, 0.6' LT +/- TYPE AT-1 END UNIT SHOP-CURVED GUARDRAIL END TEMPORARY -DR2- STA. 10+16, 7.8' RT +/- R = 15' 0.02 0.02 GRADE POINT -L- 12' (OUT TO OUT)15' (OUT TO OUT) 11'| (CLEAR ROADWAY) ANCHORED TO DECK TEMPORARY GUARDRAIL 27' (OUT TO OUT) VICINITY MAP See Sheet 1-B For Symbology Sheet NAD 8 3NC GRI DLOCATION PROJECT -L- 1240 BRANCH RD. SCH. HOUSE 1129 FORK RD. LITTLE EAST National Pisgah See Sheet 1-A For Index of Sheets (Not Included) BEGIN CONSTRUCTION BEGIN CONSTRUCTION END BRIDGE BEGIN BRIDGE NO OUTLET SR 1129 SORRELLS CREEK BEGIN TIP PROJECT 17BP.14.R.177 END TIP PROJECT 17BP.14.R.177 PIGEO N RIVER LITTLE EAST FORK -DR1--DR2-SR 1240BRANCH RDSCHOOL HOUSE LITTLE EAST FORK ROAD -L- STA. 10+70.00 -L- STA. 19+51.00 -DR1- STA. 11+70.00 -DR2- STA. 11+72.00 -L- STA. 14+74.41 -L- STA. 15+24.41 4 LICENSE NO. F-0165 FAX: 1.919.836.4099 TEL: 1.919.836.4040 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET WSP USA 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 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 4/4/2019J:\188360C - 2015 W Divisions Planning & Design On-Call\I188360C Group 3 Bridges\17BP.R177.430237\Hydraulics\Erosion Control\Microstation\230_001_17BP.R177_EC1.dgnUSRS014160 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 BasinTIP PROJECT: 17BP.14.R.17717BP.14.R.177 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 2018 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 HENDERSONVILLE, NC 28791 693 MOUNTAIN ROAD 2018 STANDARD SPECIFICATIONS REID WHITEHEAD, PE, CPESC Prepared in the Office of: 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 DECEMBER 20, 2018 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: RANA STANSELL, PE, CFM 3597 for Special Considerations. Refer To E. C. Special Provisions ON THIS PROJECT SENSITIVE AREA(S) EXIST ENVIRONMENTALLY STANDARDS. SENSITIVE WATERSHED BEEN DESIGNED TO THIS PROJECT HAS 50 50 10 (215 Lake 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 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. EC-2 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.177 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: SHEET NO.PROJECT REFERENCE NO. DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 17BP.14.R.177 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-3 CANOP YWD R AIL F E N C E WD FE NCE WD FENCEG R SOILT ROCK T A N KS E P TI C APPR O X. DR AIN FIELD PILE ROCK PILE ROCK WALL ROCK 15" CMP 15" CMP EXISTING R/W EXISTING R/W EIP EIP EIP EIP NAIL NAIL GPS-101 REFERENCE MONS. FOREST SERVICE EIP EIP R / R SPIK ES 3 7 ° 3 6' 4 9 " W2 8 8. 0 0'S 13°59'07" E279.99' SPLIT RAIL REC. CENTER1 S FTENT SITES S 46°25'26" E 59.83' S 41°09'17" E 61.48'S 0 1°12'3 3" E3 9.6 6'S 19 °1 0' 0 3 " E 8 8 . 5 8'S 79°09'56" W79.26'S 82°53'10" W76.81'26.73' S 82°38'04" W 36.87'32.15'S 41°37'58" E 198.51'N 47°42'05" E57.65'N 47°18'01" E36.73'N 73°48'22" E240.88'N 73°40'31" E82.97'INV=3144.23' INV=3144.98' 15" C MP IN V =3109.17' I NV=3108.34'24" CMP WD SHED COLUMNSCONC SOIL SIGN SIGN SIGN SIGN SIGN SIGN SPLIT RAIL SIGN ROCK SPIKE IN BASE OF 18" OAK -BL- STA. 9+61.39 38.18' RT. BM #1 ELEV. 3137.70' NAIL IN BASE OF 8" POPLAR -BL- STA. 9+93.76 37.39' LT. BM #2 ELEV. 3132.21' 2 3 4 5 6 7 8 9 10 11 12 DB 570 PG 1705 CRISTINE MARSHALL DB 480 PG 92 BL-1 BL-2POND SOILS 12°33'52" E128.26'49.89'S 86°02'15" E112.81'N 56°48'45" E74.29'N 40°38'55" E 4.52'SOIL69.85' N 73°39'06" E 29.49' N 35°38'59" E 32.36' S 37°58'45" W DB 480 PG 92 DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA DB 467 PG 1924 BETTY S. PEARSON DB 702 PG 1887 DB 790 PG 938 WILLIAM J. WHITE JULIO DELANOY, ET AL DB 734 PG 2449 HIGHLANDS DEVELOPMENT GROUP, LLC 45.00'PRIVATE R/WPRIVATE R/W8" PVC 8" PVC SIGN #T917431 HAYWOOD EMC NO # HAYWOOD EMC NO # HAYWOOD EMC #F7705 P37P2 HAYWOOD EMC #T14942 41 F20645 HAYWOOD EMC # 3 AT&T #T15371 F916813 HAYWOOD EMC #40 HAYWOOD EMC NO # HAYWOOD EMC #T15866 39 HAYWOOD EMC #38HAYWOOD E MC SORRELLS CREEK SORRELLS CREEK LITTLE EAST FORK PIGEON RIVER LITTLE EAST FORK RD. SR 1129 18' BST 0.83 MI. T O SR 1240 SC H O OL H O USE BR A NC H R D. WAYNESVILLE, NC 28785 376 GRINDSTONE RD. HAYWOOD EMC HENDERSONVILLE, NC 28792 500 DUNCAN HILL RD. AT&T 3158.84' O/H WIRE ELEV. GPS-100 45.00' 0. 5 6'45.00'EXISTING R/W EXISTING R/W INV=3114.61' INV=3116.23' INV=3125.43' INTAKE INV=3125.64' INV=3127.76' -EL- -EL-45.00'EXISTING R/ W EXISTING R/ W ROCK SILO SILO B AT H H O USE WALL ROCK EMC NO # HAYWOOD BOY SCOUTS OF AMERICA DANIEL BOONE COUNCIL, INC., C C C F C F F C F F F F C C C C C F F C C F F C CFCF F F F C 9.1'9.1'.005.013.01.03.01.02.0322'.03.00.03.02.01.03.02.01.00.01.02.04.03.02.01.00.01.02.02.066.03.06.04.05.0416'EXISTEX IST9.2'9.2'10'10'10'10'10 '15'+83.02.02.01+26.31 6'+9416'+0316'+781 2 3 4 5 3 42.50 +67.00 61.00 +28.00 30.00 +06.00 15" 15" 15" RCP-III GRADE TO DRAINGRADE TO DRAIN DRAIN GRADE TO REMOVE15" FLOWABLE FILL GRADE TO DRAIN DRAIN GRADE TO 24" RCP-IVTO DRAIN DAM GRADE AND EARTHEN 8" PVC PIPE REMOVE INTAKE, 3102 31023 10 3 310331033 1 0 4 310431043105 310531053105 310531053105310531053106 310631063 1 0 6 31073107 3107310731083108 310831083109310931093110 3110311031103110311031103110311031103111 31113111311131113112 311231123112 3113 31133113 3113 3 1 1 4 3114311431143115 311531153115311531153115 3115 311631163116 311731173117 311831183118 311931193119 3119 31203120312031203120 3120 312031203121312 1 31213121312131223122312231233123 31233123 3124312431243124 31253125312531253125 3125 3125312531263126312631263126 3127 31273127 3127312731283128 3128 31293129 3129 3130313031303130 31303130 313031313131 313131313131 31323132 3132 313231333133 3133 31343134 3134 31343135313531353135313531353135313631363136 3136313731373137313831383138 31393139 3139 31393140314031403140 3140 3140 3140314031413141 314131423142 3142314231433143 314331443144 31443145 3145314531453145 31453145 31453146 314631463147 314731483148314931493150 315031503150315031513151315231523153 31533154 315431553155 315531553156 31563157 31573158 315831583159 3159315931603160316031603161316131623162316331633164316531653166316731683169317031703171317231733174317531763177317831793180318131823183318431853186318731883189319031913192NAD 8 3/ 2 0 11 SEE PROJECT SPECIAL PROVISIONS ENVIRONMENTALLY SENSITIVE AREA EROSION CONTROL PLAN NOTE: DRAINAGE OUTLETS. PLACE TEMPORARY ROCK SILT CHECKS TYPE - A AT FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL REQUIREMENTS IN THE NCDOT BEST MANAGEMENT PRACTICES BRIDGE REMOVAL AND BRIDGE CONSTRUCTION SHAL BE PER INTO SPECIAL STILLING BASINS DEWATER AREA BEHIND IMPERVIOUS DIKES CONSTRUCTION SHEET 4 EROSION CONTROL FOR CLEARING AND GRUBBING WASHOUT STRUCTURE. CONCRETE TRUCKS SHALL BE ALLOWED EXCEPT IN THE CONCRETE USE THE CONCRETE WASHOUT STRUCTURE. NO WASHOUT OF MAINTAINED BY THE CONTRACTOR. ALL CONCRETE TRUCKS SHALL IN THE FIELD. CONCRETE WASHOUT STRUCTURE SHALL BE ACTUAL LOCATION OF THE STRUCTURE SHALL BE DETERMINED STRUCTURE PER THE NCDOT DETAIL AND SPECIAL PROVISIONS. CONTRACTOR SHALL INSTALL ONSITE CONCRETE WASHOUT -L- STA. 19+26.00 END GRADE -L- STA. 19+51.00 END TIP PROJECT 17BP.14.R.177 -L- STA. 10+95.00 BEGIN GRADE -L- STA. 10+70.00 BEGIN TIP PROJECT 17BP.14.R177 -L- POT Sta. 14+36.77 = -DR1- POT Sta. 10+00.00 -DR2- POT Sta. 10+00.00 -L- POT Sta. 15+59.25 = EC-4/CONST.4 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.177 DIKE IMPERVIOUS DDB B1015 20 101 8" RCP-I V TB 2GI EST 42 SY GF EST 16 TONS LINE w/ CLASS A RIPRAP EST 34 SY GF EST 13 TONS LINE w/ CLASS A RIPRAP EST 51 SY GF EST 19 TONS SEE DETAIL A STA 11+50 TO 12+10 -L- LT SPECIAL CUT DITCH EST 42 SY GF EST 16 TONS SEE DETAIL A STA 14+50 TO 15+00 -L- LT SPECIAL CUT DITCH FLUME CONCRETE INSTALL SEE DETAIL B STA 18+00 TO 19+50 -L- RT SPECIAL CUT DITCH EST 102 SY GF EST 38 TONS LINE w/ CLASS A RIPRAP EST 200 SY GF EST 75 TONS SEE DETAIL B 18+00 -L- RT STA 15+75 TO SPECIAL CUT DITCH EST 12 SY GF EST 11 TONS SEE DETAIL C EMBANKMENT RIPRAP AT 500 CU YD TO EL 3120' EXCAVATE AND GRADE EST 10 SY GF EST 8 TONS AT EMBANKMENT CLASS I RIPRAP EST 10 SY GF EST 8 TONS AT EMBANKMENT CLASS I RIPRAP EST 20 SY FF EST 12 TONS AT EMBANKMENT CLASS I RIPRAP 0401 0402 CANOP YWD R AIL F E N C E WD FE NCE WD FENCEG R SOILT ROCK T A N KS E P TI C APPR O X. DR AIN FIELD PILE ROCK PILE ROCK WALL ROCK 15" CMP 15" CMP EXISTING R/W EXISTING R/W EIP EIP EIP EIP NAIL NAIL GPS-101 REFERENCE MONS. FOREST SERVICE EIP EIP R / R SPIK ES 3 7 ° 3 6' 4 9 " W2 8 8. 0 0'S 13°59'07" E279.99' SPLIT RAIL REC. CENTER1 S FTENT SITES S 46°25'26" E 59.83' S 41°09'17" E 61.48'S 0 1°12'3 3" E3 9.6 6'S 19 °1 0' 0 3 " E 8 8 . 5 8'S 79°09'56" W79.26'S 82°53'10" W76.81'26.73' S 82°38'04" W 36.87'32.15'S 41°37'58" E 198.51'N 47°42'05" E57.65'N 47°18'01" E36.73'N 73°48'22" E240.88'N 73°40'31" E82.97'INV=3144.23' INV=3144.98' 15" C MP IN V =3109.17' I NV=3108.34'24" CMP WD SHED COLUMNSCONC SOIL SIGN SIGN SIGN SIGN SIGN SIGN SPLIT RAIL SIGN ROCK SPIKE IN BASE OF 18" OAK -BL- STA. 9+61.39 38.18' RT. BM #1 ELEV. 3137.70' NAIL IN BASE OF 8" POPLAR -BL- STA. 9+93.76 37.39' LT. BM #2 ELEV. 3132.21' 2 3 4 5 6 7 8 9 10 11 12 DB 570 PG 1705 CRISTINE MARSHALL DB 480 PG 92 BL-1 BL-2POND SOILS 12°33'52" E128.26'49.89'S 86°02'15" E112.81'N 56°48'45" E74.29'N 40°38'55" E 4.52'SOIL69.85' N 73°39'06" E 29.49' N 35°38'59" E 32.36' S 37°58'45" W DB 480 PG 92 DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA DB 467 PG 1924 BETTY S. PEARSON DB 702 PG 1887 DB 790 PG 938 WILLIAM J. WHITE JULIO DELANOY, ET AL DB 734 PG 2449 HIGHLANDS DEVELOPMENT GROUP, LLC 45.00'PRIVATE R/WPRIVATE R/W8" PVC 8" PVC SIGN #T917431 HAYWOOD EMC NO # HAYWOOD EMC NO # HAYWOOD EMC #F7705 P37P2 HAYWOOD EMC #T14942 41 F20645 HAYWOOD EMC # 3 AT&T #T15371 F916813 HAYWOOD EMC #40 HAYWOOD EMC NO # HAYWOOD EMC #T15866 39 HAYWOOD EMC #38HAYWOOD E MC SORRELLS CREEK SORRELLS CREEK LITTLE EAST FORK PIGEON RIVER LITTLE EAST FORK RD. SR 1129 18' BST 0.83 MI. T O SR 1240 SC H O OL H O USE BR A NC H R D. WAYNESVILLE, NC 28785 376 GRINDSTONE RD. HAYWOOD EMC HENDERSONVILLE, NC 28792 500 DUNCAN HILL RD. AT&T 3158.84' O/H WIRE ELEV. GPS-100 45.00' 0. 5 6'45.00'EXISTING R/W EXISTING R/W INV=3114.61' INV=3116.23' INV=3125.43' INTAKE INV=3125.64' INV=3127.76' -EL- -EL-45.00'EXISTING R/ W EXISTING R/ W ROCK SILO SILO B AT H H O USE WALL ROCK EMC NO # HAYWOOD BOY SCOUTS OF AMERICA DANIEL BOONE COUNCIL, INC., C C C F C F F C F F F F C C C C C F F C C F F C CFCF F F F C 9.1'9.1'.005.013.01.03.01.02.0322'.03.00.03.02.01.03.02.01.00.01.02.04.03.02.01.00.01.02.02.066.03.06.04.05.0416'EXISTEX IST9.2'9.2'10'10'10'10'10 '15'+83.02.02.01+26.31 6'+9416'+0316'+781 2 3 4 5 3 42.50 +67.00 61.00 +28.00 30.00 +06.00 15" 15" 15" RCP-III GRADE TO DRAINGRADE TO DRAIN DRAIN GRADE TO REMOVE15" FLOWABLE FILL GRADE TO DRAIN DRAIN GRADE TO 24" RCP-IVTO DRAIN DAM GRADE AND EARTHEN 8" PVC PIPE REMOVE INTAKE, NAD 8 3/ 2 0 11 EROSION CONTROL PLAN -L- STA. 19+26.00 END GRADE -L- STA. 19+51.00 END TIP PROJECT 17BP.14.R.177 -L- STA. 10+95.00 BEGIN GRADE -L- STA. 10+70.00 BEGIN TIP PROJECT 17BP.14.R177 -L- POT Sta. 14+36.77 = -DR1- POT Sta. 10+00.00 -DR2- POT Sta. 10+00.00 -L- POT Sta. 15+59.25 = EC-5/CONST.4 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.14.R.177 STA 18+00 TO 19+50 -L- RT PROPOSED DITCH LINE. EROSION CONTROL IN THE INSTALL MATTING FOR STA 15+75 TO 18+00 -L- RT STA 11+00 TO 15+00 -L- LT PROPOSED DITCH LINE. INSTALL CLASS A RAIPRAP IN THE B B B1015 20 101 8" RCP-I V TB 2GI EST 42 SY GF EST 16 TONS LINE w/ CLASS A RIPRAP EST 34 SY GF EST 13 TONS LINE w/ CLASS A RIPRAP EST 51 SY GF EST 19 TONS SEE DETAIL A STA 11+50 TO 12+10 -L- LT SPECIAL CUT DITCH EST 42 SY GF EST 16 TONS SEE DETAIL A STA 14+50 TO 15+00 -L- LT SPECIAL CUT DITCH FLUME CONCRETE INSTALL SEE DETAIL B STA 18+00 TO 19+50 -L- RT SPECIAL CUT DITCH EST 102 SY GF EST 38 TONS LINE w/ CLASS A RIPRAP EST 200 SY GF EST 75 TONS SEE DETAIL B 18+00 -L- RT STA 15+75 TO SPECIAL CUT DITCH EST 12 SY GF EST 11 TONS SEE DETAIL C EMBANKMENT RIPRAP AT 500 CU YD TO EL 3120' EXCAVATE AND GRADE EST 10 SY GF EST 8 TONS AT EMBANKMENT CLASS I RIPRAP EST 10 SY GF EST 8 TONS AT EMBANKMENT CLASS I RIPRAP EST 20 SY FF EST 12 TONS AT EMBANKMENT CLASS I RIPRAP 0401 0402 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 17BP.14.R.177 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 T ROCK WALL ROCK EXISTING R/W EXISTING R/W REFERENCE MONS. FOREST SERVICE REC. CENTER1 S F WD SHED COLUMNSCONC SOIL POND SOIL SOIL45.00’PRIVATE R/WPRIVATE R/WSORRELLS CREEK SORRELLS CREEK LITTLE EAST FORK PIGEON RIVER LITTLE EAST FORK RD. SR 1129 18’ BST 0.83 MI. T O SR 1240 SC H O OL H O USE BR A NC H R D.45.00’45.00’EXISTING R/W EXISTING R/W10 1520 10 10 NC GRIDNAD 83/NSRS 2007SHEET NO. UO-1 T.I.P. NO. 0 GRAPHIC SCALES PLANS 20 401020 UTILITY OWNERS ON PROJECT INDEX OF SHEETS DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA UO-2 UTILITIES BY OTHERS PLAN SHEET UO-1 TITLE SHEET SHEET NO. DESCRIPTION UTILITIES BY OTHERS CONTRACT:PROJECT:V&M PROJECT #31630-11 XX DEPART ME NT OF TRANSPORTATION STATE OF NORTH CAROLI NA PREPARED IN THE OFFICE OF: PROJECT UTILITY COORDINATOR Consulting Engineers PROJECT UTILITY MANAGERLynn Mann, P.G. Lynn Mann, P.G. 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 DIV. UTILITY ENGINEER DIV. UTILITY COORDINATORBill Green Robert Golding(828) 253-2796 Asheville, N.C. 28806 1318-F Patton Avenue1015 20 HAYWOOD COUNTY TRANSPORTATION\31630-11\HAYWOOD 237\UTILITIES\HAYWOOD237UO-1.DGN(1) POWER - HAYWOOD EMC (1) TELEPHONE - AT&T 17BP.14.R.177 17BP.14.R.177ON LITTLE EAST FORK RD. (SR 1129) 60 Scale TYPE OF WORK: AERIAL POWER AND TELEPHONE LOCATION PROJECT 1240 BRANCH RD. SCH. HOUSE 1129 FORK RD. LITTLE EAST National Pisgah School House Branch Rd. Little Rd.(215 Sunburst Lake Logan Forest 1121 RD. LOGAN LAKE National Pisgah Forest -DR1- Sta. 12+01.12 -L- STA. 19+51.00 END TIP PROJECT 17BP.14.R.177 -L- STA. 10+70.00 17BP.14.R177 BEGIN TIP PROJECT -L- Sta. 15+59.25= -DR2- Sta. 10+00.00 -DR2- Sta. 11+83.42 -L- Sta. 14+36.77= -DR1- Sta. 10+00.004/1/19LOCATION: STRUCTURE 430237 OVER SORRELLS CREEK VICINITY MAP ROCK T AN K S E P TI C PILE ROCK PILE ROCK WALL ROCK 15" CMP 15" CMP EXISTING R/W EXISTING R/W REFERENCE MONS. FOREST SERVICE SPLIT RAIL SPLIT R AIL REC. CENTER1 S FTENT SITES 15" C MP 24" CMP WD SHED COLUMNSCONC SOIL SPLIT RAIL ROCK POND SOIL SOIL45.00’PRIVATE R/WPRIVATE R/W8" PVC 8" PVC SORRELLS CREEK SORRELLS CREEK LITTLE EAST FORK PIGEON RIVER LITTLE EAST FORK RD. SR 1129 18’ BST 0.83 MI. T O SR 1240 SC H O OL H O USE BR A NC H R D.45.00’45.00’EXISTING R/W EXISTING R/W APPROX. DRAINFIELD 1 2 3 4 5 3 C C C C F C F F C F F F F C C C C C C C C C C C F C C C F C F C C CCFCNC GRIDNAD 83 NA 201180 Scale 11x17 17BP.14.R.177PROJECT:emailed BG 2/5/17 PER BG SITE MTG 2/2/17 AERIAL ENCR. ONLY HEMC & AT&T- NOT REIMBURASBLECONTRACT:V&M PROJECT #31630-11TRANSPORTATION\31630-11\HAYWOOD 237\UTILITIES\HAYWOOD237UO-2.DGNSHEET NO.PROJECT REFERENCE NO. UTILITIES BY OTHERS UO-2 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 17BP.14.R.177 CONSTRUCTION COMPLETE LOCATION WHEN BRIDGE REPLACE TO ORIGINAL PRIOR TO BRIDGE CONST., REMOVE AERIAL LINES REMOVE AFTER BRIDGE CONST. TEMPORARY JOINT USE POLE, O H P & TOH P & T OH P & T need to send to HEMC and ATTDiscussion w/ Bob GoldingREV 2/27/19HEMC 2/13/17with ATT 2/2/17prelim from site mtg -L- STA. 10+70.00 BEGIN TIP PROJECT 17BP.14.R177 STA. 15+43.10 RETAINING WALL BEGIN STA. 15+97.00 RETAINING WALL END -L- STA. 19+51.00 END TIP PROJECT 17BP.14.R.177 SCALE 1" = 40’ 0’40’80’120’40’ SHOWN ON THIS SHEET. PROPOSED UTILITY WORK THE CONTRACTOR FOR PAYMENT WILL BE MADE TO BE DONE BY OTHERS. NO SHOWN ON THIS SHEET WILL ALL PROPOSED UTILITY WORK NOTE:-L- 15+00-L- 20+00-DR2- STA. 11+83.42 -DR2- STA. 10+00.00 -L- STA. 15+59.25= -DR1- STA. 10+00.00 -L- STA. 14+36.77= O H P OH POH P O H P-L- 10+00-DR1- STA. 12+01.12 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 LINES AFTER BRIDGE CONST. REPLACE POLE & AERIAL POLE TO BE REMOVED, EXISTING JOINT USE #T15866 39 HEMC #38 HEMC NO # HEMC P37P2 #F7705 HEMC NO # HEMC #T14942 41 F20645 HEMC NO # HEMC #40 HAYWOOD EMCREVISED ROW PLANS 4/1/19UPDATED DESIGN & UTILITY PLANS 3/29/192/3/17UPSTREAM STAGED CONST. CORED SLAB HAYWOOD COUNTY STRUCTURE #430237 T DB 570 PG 1705 CRISTINE MARSHALL DB 480 PG 92 DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA DB 480 PG 92 DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA DB 467 PG 1924 BETTY S. PEARSON DB 702 PG 1887 DB 790 PG 938 WILLIAM J. WHITE JULIO DELANOY, ET AL DB 734 PG 2449 HIGHLANDS DEVELOPMENT GROUP, LLC 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163145 3145 3150 3150 3155 3155 3160 3160 3165 3165 3170 3170 3140 3140 10+70.00 3145 3145 3150 3150 3155 3155 3160 3160 3165 3165 3140 314011+00.00 3145 3145 3150 3150 3155 3155 3160 3160 3165 3165 3140 3140 11+25.00 X-1 -L- 2.5 5 17BP.14.R.177 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 3156.03 3154.37 0.0080.011 3153.002:14:14:1 0.0240.024 3150.66 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163140 3140 3145 3145 3150 3150 3155 3155 3160 3160 3135 3135 11+50.00 3140 3140 3145 3145 3150 3150 3155 3155 3160 3160 3135 3135 11+75.00 3140 3140 3145 3145 3150 3150 3155 3155 3160 3160 3165 3165 3135 3135 12+00.00 X-2 -L- 2.5 5 17BP.14.R.177 3151.552:14:1 0.0300.030 4:1 3148.70 3150.002:14:1 0.0300.030 4:13146.95 3148.332:14 :14:1 0.0220.022 3145.20 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163140 3140 3145 3145 3150 3150 3155 3155 3160 3160 3135 3135 12+25.00 3140 3140 3145 3145 3150 3150 3135 313512+50.00 3135 3135 3140 3140 3145 3145 12+75.00 3135 3135 3140 3140 3145 3145 3150 3150 3130 3130 13+00.00 X-3 -L- 2.5 5 17BP.14.R.177 3146.552:14:14:1 0.0110.011 3144.88 3144.722:14:14:1 0.0010.001 3143.42 3142.952:14:1 0.0120.012 3141.91 3141.572:14:1 0.0240.023 3140.41 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163135 3135 3140 3140 3145 3145 3130 3130 13+25.00 3135 3135 3140 3140 3130 313013+50.00 3130 3130 3135 3135 3140 3140 3125 3125 13+75.00 3130 3130 3135 3135 3140 3140 3125 3125 14+00.00 3130 3130 3135 3135 3140 3140 3125 3125 14+25.00 X-4 -L- 2.5 5 17BP.14.R.177 3138.702:14:1 0.0300.030 3138.87 3137.832:14:1 0.0300.030 3137.33 3136.572:14:1 0.0300.030 3135.86 3134.312:14:1 0.0200.016 3134.28 3133.38 4:10.0200.001 SHEAR LINEDR1 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163130 3130 3135 3135 3140 3140 3125 312514+50.00 3125 3125 3130 3130 3135 3135 3140 3140 3125 3125 3130 3130 3135 3135 3140 3140 14+75.00 3125 3125 3130 3130 3135 3135 3140 3140 15+00.00 3125 3125 3130 3130 3135 3135 3120 3120 X-5 -L- 2.5 5 17BP.14.R.177 3132.72 4:10.0200.015 SHEAR LINEDR12:14:1 0.0200.020 3129.97 3131.69 0.0200.020 3123.06 4:12:13128.53 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163125 3125 3130 3130 3135 3135 3120 3120 15+25.00 3120 3120 3125 3125 3130 3130 3135 3135 15+50.00 3120 3120 3125 3125 3130 3130 15+75.00 3120 3120 3125 3125 3130 3130 3115 311516+00.00 3115 3115 3120 3120 3125 3125 3130 3130 16+25.00 X-6 -L- 2.5 5 17BP.14.R.177 0.0200.020 3129.57 0.0200.020 3128.50 SHEAR LINEDR22:1 4:10.0200.020 3127.35 3125.31 2:14:10.0200.020 3126.01 3123.51 2:1 2:14:10.0200.020 3124.61 3121.71 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163115 3115 3120 3120 3125 3125 3130 3130 3110 3110 16+50.00 3115 3115 3120 3120 3125 3125 3130 3130 3110 311016+75.00 3115 3115 3120 3120 3125 3125 3130 3130 3110 311017+00.00 3110 3110 3115 3115 3120 3120 3125 3125 17+25.00 X-7 -L- 2.5 5 17BP.14.R.177 2:14:10.0200.020 3123.08 3119.91 2:1 4:14:1 0.0200.020 3120.50 3118.11 2:1 4:14:1 0.0200.012 3120.25 3116.31 4:1 0.0200.004 3117.21 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163110 3110 3115 3115 3120 3120 3125 3125 3105 3105 17+50.00 3105 3105 3110 3110 3115 3115 3120 3120 3125 3125 17+75.00 3105 3105 3110 3110 3115 3115 3120 3120 3125 3125 18+00.00 3105 3105 3110 3110 3115 3115 3120 3120 3125 3125 18+25.00 X-8 -L- 2.5 5 17BP.14.R.177 4:1 0.0200.019 3114.87 4:13112.71 2:1 2:14:10.0350.035 3114.21 4:1 3110.92 2:1 2:14:1 4:1 0.0400.040 3111.38 3109.12 2:1 4 :1 0.0400.040 3111.30 3.5:1 3108.46 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163105 3105 3110 3110 3115 3115 3120 3120 3100 310018+50.00 3105 3105 3110 3110 3115 3115 3120 3120 3100 310018+75.00 3105 3105 3110 3110 3115 3115 3120 3120 3100 310019+00.00 3105 3105 3110 3110 3115 3115 3120 3120 3100 310019+25.00 X-9 -L- 2.5 5 17BP.14.R.177 2:1 4:10.0400.040 3110.04 3:1 3107.79 2:1 4 :1 0.0400.040 3109.57 2.5:1 3107.13 2:1 4 :10.054 0.036 3108.98 2:1 3106.90 1.50:1 0.0660.021 3108.41 2:1 3106.684:1 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163105 3105 3110 3110 3115 3115 3120 3120 3100 310019+50.00 X-10 -L- 2.5 5 17BP.14.R.177 3107.78 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_DR1.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163125 3125 3130 3130 3135 3135 3140 3140 3145 3145 3120 3120 10+10.00 3120 3120 3125 3125 3130 3130 3135 3135 3140 3140 3145 3145 3115 3115 10+25.00 3125 3125 3130 3130 3135 3135 3140 3140 3120 3120 10+50.00 X-11 -DR1- 2.5 5 17BP.14.R.177 3132.59 0.0480.048 3133.73 2:10.0300.0332:13135.88 0.0200.007 2:12:1 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_DR1.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163125 3125 3130 3130 3135 3135 3120 3120 10+75.00 3125 3125 3130 3130 3135 3135 3140 3140 3120 3120 11+00.00 3125 3125 3130 3130 3135 3135 3140 3140 3120 3120 11+25.00 3120 3120 3125 3125 3130 3130 3135 3135 11+50.00 X-12 -DR1- 2.5 5 17BP.14.R.177 3134.60 0.0200.018 2:12:13133.34 0.0200.020 2:12:13132.36 2:1 0.0200.020 3131.89 0.0200.020 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_DR1.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163120 3120 3125 3125 3130 3130 3135 3135 3115 3115 11+70.00 X-13 -DR1- 2.5 5 17BP.14.R.177 3130.86 0.0200.020 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_DR2.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163120 3120 3125 3125 3130 3130 3135 3135 3115 3115 10+10.00 3120 3120 3125 3125 3130 3130 3135 3135 3115 3115 10+25.00 3125 3125 3130 3130 3135 3135 3120 312010+50.00 3125 3125 3130 3130 3135 3135 3140 3140 3120 3120 10+75.00 X-14 -DR2- 2.5 5 17BP.14.R.177 3128.05 0.0470.047 3127.68 2:12:1 0.0320.030 3124.09 2:12:1 0.0050.020 3126.99 2:12:1 0.0200.020 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 4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_DR2.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0 6/23/163125 3125 3130 3130 3135 3135 3120 3120 11+00.00 3130 3130 3135 3135 3140 3140 3125 3125 11+25.00 3130 3130 3135 3135 3140 3140 3145 3145 3125 312511+50.00 3130 3130 3135 3135 3140 3140 3145 3145 3125 312511+72.00 X-15 -DR2- 2.5 5 17BP.14.R.177 3132.90 0.0200.0202:13134.35 0.0200.0202:13135.61 0.0200.020 2:1 3135.58 2:1 0.0200.020 2:1