The URL can be used to link to this page

Home My WebLink About20210111 Ver 1_Meeting Request Review Doc Attachment_20210119Tippy Rd Halsbrook Rd Bened ic t Rd B rid gehill C t Jupit er D r Solar PlSaturn DrVenus Dr W Sheraton Park Rd Harold Dr Harold DrSiler RdNewman Davis Rd Ken tme re Rd W Steeple Chase Rd W Steeple Chase Rd Holyoke Rd Woodbark Ln Quate DrSable LnRobalo RdBridgeway Dr Galaxie DrChar-Mar Ct Greybark DrK ivett D r Randleman RdE Sheraton Park Rd Siler Rd Sutton RdSutton RdOld Randl eman RdOl d Randl eman RdRandleman RdBurnetts Cha pel Rd Davis Mill RdRandleman RdColtrane Mill RdColtrane Mill Rd Gr eywood Dr Greywood DrStoney Hill Cir Cheek RdRusticwood CtRusswood DrBurning Bush Dr Hickory Nut Ct Spur Rd Spur Rd Davis Mill RdDavis Mill Rd E Steeple Chase Rd E Steeple Chase RdDavis Mill Rd1103 3433 3439 1261 1262 1260 4020 1131 4006 1238 3504 3673 1106 1106 1280 1130 3482 3594 3597 3636 3634 3635 3426 1105 1105 3581 3611 3430 3454 3488 1251 1107 1007 1007 1252 1110 4007 3447 1105 4008 4031 3670 Ct FernGolden Dr Bush Burning 1104 1104 1104 3433 De h a v e n Rd Old Ra n dle ma n RdOld Randl eman RdFriendly Farms Rd73 220 73 220 STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET STATE OF NORTH CAROLINA DESIGN DATA PROJECT LENGTH LETTING DATE: STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 1 VICINITY MAP (NOT TO SCALE) NCDOT CONTACT:2/6/20192:44:26 PMR:\Roadway\Proj\B4956_rdy_tsh.dgnjor56882DIVISION 7 OFF-SITE DETOUR DEPART ME NT OF TRANSPORTATIONSTATE OF NORT H CAR O L I NATYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER PLANS PREPARED BY: 65% PLANS TIP PROJECT: 17BP.7.R.12817BP.7.R.128 DIVISION OF HIGHWAYS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 PO Box 700 Fuquay-Varina, NC 27526 (919) 552-2253 (919) 552-2254 (Fax) www.mottmac.com GUILFORD COUNTY TRENT CORMIER, PE LOCATION: BRIDGE NO. 25 OVER POLE CAT CREEK ON SR 1105 (EAST STEEPLE CHASE ROAD) V = 45 MPH ADT 2025 = 1500 ADT 2015 = 750 LOCAL SUB REGIONAL TIER TOTAL LENGTH TIP PROJECT = 0.149 MILES LENGTH STRUCTURE TIP PROJECT = 0.020 MILES LENGTH ROADWAY TIP PROJECT = 0.129 MILES 2018 STANDARD SPECIFICATIONS Prepared in the Office of Mott MacDonald for BRZ-1143(10)CONSTRUCTION45353.3.26 TO DAVIS MILL RD SR 1007RANDLEMAN RDLIMITS PROJECT 17BP.7.R.128 -L- POT Sta. 18+00.00 END CONSTRUCTION TO I-73 SR 1105 -L-CRE E KP OL E CAT -L- Sta. 12+74.00 BEGIN BRIDGE -L- Sta. 12+62.00 BEGIN APPROACH SLAB -L- Sta. 13+79.00 END BRIDGE -L- Sta. 13+91.00 END APPROACH SLAB -L- POT Sta. 10+12.02 BEGIN PROJECT 17BP.7.R.128 NAD 83/NA 2011 NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. EARTH MATERIAL. E1 T EXISTING PAVEMENT.U W WEDGING (SEE DETAIL SHOWING METHOD OF WEDGING). THAN 5" IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2 PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, PAVEMENT SCHEDULE C1 PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO C3 C2 LAYERS. THAN 2" IN DEPTH. PROP. APPROX. 1" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO BE PLACED IN LAYERS NOT LESS THAN 1" IN DEPTH OR GREATER C1 U D2 E2 /// /// /// /// MIN. MIN.MIN. MIN. 3"3" E2 D1D1 D2 GRADE POINT CL 2 1/2"2 1/2" C3 C3 C1 Detail Showing Method of Wedging -L- D1 D2 I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2" IN DEPTH OR GREATER THAN 4" IN DEPTH. CONSTRUCTION BEGIN OR END DETAIL WEDGING REFER TO U W C1 MILLING DETAIL BY ENGINEER AS DIRECTED DETAIL SHOWING PROFILE VIEW " S9.5C2 11 R SHOULDER BERM GUTTER. USE TYPICAL SECTION NO. 3: NOTE: SEE STRUCTURE PLANS FOR PAVEMENT DEPTHS ON STRUCTURE TYPICAL SECTION NO. 1 TRANSITION FROM TYPICAL SECTION NO. 1 TO EXISTING: USE TYPICAL SECTION NO. 1: TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2: TYPICAL SECTION NO. 3 GRADE POINT GRADE TO THIS LINE 11’-0" 0.02 FT/FT 11’-0" 0.02 FT/FT 3’-0" SE E X -SEC T IO N S VA R IAB LE D1E1T C2 U W -L-CL PS 4’-0" W/ GR 9’-0" 6’-0" PS 4’-0"SEE X-SECTI ONSVARI ABLE3:1 0.08 10.0" 0.08 10.0" GRADE POINT 33’-0" 11 BOX GIRDER UNITS C3 11’-0" 4’-3"11’-0" 4’-3" -L-CL 30’-6" CLEAR ROADWAY 0.02 FT/FT 11’-0" 0.02 FT/FT 3’-0" CL PS 4’-0"SEE X-SECTI ONSVARI ABLE3:1 0.08 C2 D1 E1 10.0" T 0.08 0.02 FT/FT 11’-0" PS 4’-0" S E E X -S EC T IO N S VAR IA B LE GRADE TO THIS LINE W/ GR 9’-0" 6’-0" W/GR 9’-0" 6’-0" W/GR 9’-0" 6’-0" -L- STA 13+79.00 (END BRIDGE) TO 15+75.00 -L- STA 10+75.00 TO 12+74.00 (BEGIN BRIDGE) -L- STA 15+75.00 TO 17+50.00 -L- STA 10+12.02 TO 10+75.00 -L- STA 17+50.00 TO 18+00.00 0.02 FT/FT -L- STA 12+74.00 (BEGIN BRIDGE) TO 13+79.00 (END BRIDGE) -L- 2A-1 TE1 C2 3’-0"VAR CONJUNCTION WITH GUARDRAIL PAVED SHOULDER IN DETAIL FOR FULL DEPTH D1 S E E X -S EC T IO N S VA R IAB LEEDGE OFTRAVEL LANE10" E1 C2 D1 0.02 FT/FT R CONJUNCTION WITH GUARDRAIL SHOULDER BERM GUTTER IN DETAIL FOR T EDGE OFTRAVEL LANE6" 2’-4"3’-0" SEE X-SECTIONSVARIABLE VAR. 10" -L- STA ? TO ? RT -L- STA ? TO ? LT D1 E1 T C2 T SHEET NO.2/6/2019HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 2:44:36 PMR:\Roadway\Proj\B4956_rdy_typ.dgnjor56882PROJECT REFERENCE DO NOT USE FOR R/W ACQUISITION INCOMPLETE PLANS Office of: Prepared in the DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com 17BP.7.R.128 - GUILFORD 25 12" CMPEIP EIP ON ROCK CHISELED ’X’ 48" 4SBW EIP T T T T T T HH T vvvvvvvv15" RCP15" RCP 8’ G R 72"CHL 3SBW 2SFD S S WOODS WOODS WOODS WOODS WOODS WOODS 1SFD 10’BSTSR 1105 E STEEPLECHASE RD TO WILLOW WIND DR BL-5POLECAT CREEKGARAGE SR 1007 RANDLEMAN RDSR 1105 W STEEPLECHASE RD S S 1SFD CA RPORT9 ’ GR 1SFD 1SFD 1SBKDGRAVEL BL-3 BL-4 WOODS S 0330’24" W210.00’S 8734’56" E 420.00’S 0330’24" W210.00’S 0330’24" W182.38’N 0 9 5 9 ’ 2 4 " W7 3 8. 4 7 ’N 1410’03" E106.29’S 0204’53" W289.83’N 8941’30" E 314.03’N 1515’04" E291.57’S 1433’15" W294.28’N 0244’55" E299.68’S 8607’09" E 315.38’ EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EIP T T T HH TT T TT T TT T T 15" RCP 12" RCP 15" RCP 15" RCP EIP N 8822’26" W106.34’ JEFFREY ALAN PRITCHARD DB 7637 PG 148 PB 13 PG 42 ROBERT HECTOR FORANT, SR DB 4330 PG 1056 40’x40’ BELLSOUTH EASEMENT DB 4971 PG 1988-1991 DB 3615 PG 642 PB 72 PG 312 DIANNE AND EUGENE BASSI JAMES MARLEY DB 3595 PG 172 DB 5403 PG 1550 CLARENCE JERNIGAN TBM2 BOBBY GLEN ATKINS ESTATE DB 2861 PG 95428’ BSTUNKNOWN DESTINATION TBM1 BRYAN QUINN TREXLER IRREVOCABLE TRUST AGREEMENT PATRICIA MOORE, TRUSTEE DB 6805 PG 618 DB 4354 PG 1984 PB 13 PG 42 DONNA LYNN JENNINGS DB 7226 PG 3083 (EIP-R/W) 0.16’ WOODS BRYAN QUINN TREXLER IRREVOCABLE TRUST AGREEMENT PATRICIA MOORE, TRUSTEE DB 6805 PG 618 DB 4354 PG 1984 PB 13 PG 42 19’ BST WOODS BOBBY GLEN ATKINS ESTATE DB 2861 PG 954 PB 61 PG 126 WOODS POLE UTILITY FALLEN ELEC BOX15" 0401 0402 0403 0405RETAINRETAINRETAIN 15" REMOVE REMOVE REMOVE RETAIN RETAIN (APPROX . LOCATION) 15" RCP REMOVE 15" 0404 0406 15" TB 2GI2:12:1 D ( Not to Scale) STANDARD ’V’ DITCH -L- STA. 13+15 TO 13+50 LT Min. D= 1.0 Ft. DETAIL A Ground Natural Ground Natural LATERAL ’V’ DITCH ( Not to Scale) D 2:12:1 b 1"/Ft. -L- STA. 13+75 TO 16+50 RT -L- STA. 13+50 TO 15+34 LT b= 5.0 Ft. Min. D= 1.0 Ft. DETAIL B Ground Natural Slope Fill -L- STA. 11+50 TO 12+25 LT Fill Slope2:1 or Flatter b= 5.0 Ft. d= 1.0 Ft. Type of Liner= CL I Rip-Rap b DETAIL E Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile EST. ?? CY DDE EST. 70 SY GEOTEXTILE EST. 40 TONS RIP RAP SEE DETAIL D BANK STABILIZATION EST. ?? CY DDE EST. 95 SY GEOTEXTILE EST. 55 TONS RIP RAP SEE DETAIL D BANK STABILIZATION EST. ?? CY DDE SEE DETAIL B LATERAL V DITCH EST. ?? CY DDE SEE DETAIL B LATERAL V DITCH ( Not to Scale) SPECIAL CUT DITCH D dFlatter2: 1 or DETAIL C Type of Liner= PSRM Ground Natural Flatter3:1 or Slope Fill -L- STA. 16+50 TO 18+00 RT -L- STA. 15+56 TO 18+00 LT Max. d= 1.0 Ft. Min. D= 1.0 Ft. EST. ?? SY PSRM SEE DETAIL C SPECIAL CUT DITCH EST. ?? SY PSRM SEE DETAIL C SPECIAL CUT DITCH EST. ?? SY GEOTEXTILE EST. ?? TONS RIP RAP SEE DETAIL E TOE PROTECTION EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. ?? CY DDE SEE DETAIL A STANDARD V DITCH +98 LT BEGIN SBG 2 ELBOWS 15" W/ EST. ?? CY DDE EST. 35 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL D BANK STABILIZATION ( Not to Scale) RIP RAP BANK STABILIZATION -L- STA. 13+54 TO 13+89 RT -L- STA. 13+06 TO 13+27 LT -L- STA. 12+25 TO 12+70 LT DETAIL D Grade Ditch 2.0’ GEOTEXTILE Type of Liner= CL II Rip-Rap 10’min. 1.0’min. PI Sta 15+64.38 D L = 189.81’ T = 95.16’ R = 1,060.00’15+00-L- -L- POT Sta. 10+12.02 BEGIN PROJECT 17BP.7.R.128 -L- POT Sta. 10+00.00 -L- Sta. 12+62.00 BEGIN APPROACH SLAB -L- Sta. 12+74.00 BEGIN BRIDGE -L- ALL FOUR BRIDGE CORNERS TYPE-III ANCHOR UNITS ON NOTE: 30’-6"04030221’+9250’ R 50’ R GREU TL-2 GREU TL-2 NAD 83/ NA 201122’4’ PS4’ PS-L- Sta. 13+91.00 END APPROACH SLAB -L- PC Sta. 14+69.22 -L- PT Sta. 16+59.03 -L- Sta. 13+79.00 END BRIDGE 020304050606050403020202010050’ TAPER 21’ GREU TL-2 GREU TL-2 EXIST21’22’4’ PS4’ PS-L- POT Sta. 18+00.00 END PROJECT 17BP.7.R.128 1 2 1 33.56’ +71.22 39.55’ +48.50 44.01’ +16.01 42.09’ +95.43 31.88’ +73.93 65’ +69.22 65’ EX. R/W 40’ PL 40’ +59.03 40’ EX. R/W +29 65’ PL 42.95’ +59.93 EX. R/W +00 50’ +00 3 3 30’ +72.97 SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER jor56882R:\Roadway\Proj\B4956_rdy_psh.dgn2:44:49 PM2/6/2019PROJECT REFERENCE PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Office of: Prepared in the 0 10’025’25’50’5’5’ VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas 17BP.7.R.128 - GUILFORD 25 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 10 11 12 13 14 15 16 17 18 710 720 730 740 750 760 770 ( - )6.9522% (-)10.0000%( - )3 .5524% (+)7.5511% END GRADE STA. 17+50.00 EL = 755.18’ STA. 18+00.00 END PROJECT EXIST TO MILL -L- PI = 15+25.00 EL = 738.19’ VC = 290’ K = 26 PI = 12+10.00 EL = 749.38’ VC = 170’ K = 26 STA. 10+12.02 BEGIN PROJECT PI = 10+30.00 EL = 767.38’ K = 10 VC = 30’ (SEE DETAIL SHEET 2A-1) AT TIE (40’) MILLING REQUIRED 710 720 730 740 750 760 770 EL = 768.63’ELEV. = 728.09’-L- STA. 13+15BEGIN SP DITCH LTELEV. = 756.36’-L- STA. 18+00END SP DITCH LTELEV. = 739.90’-L- STA. 16+00PI SP DITCH RT(+) 4.1439% (+) 8.2300%ELEV. = 734.32’-L- STA. 15+00PI SP DITCH RTELEV. = 744.09’-L- STA. 16+50PI SP DITCH RTELEV. = 757.96’-L- STA. 18+00END SP DITCH RT(+) 3.0560% (+) 6.5133% (+) 9.2467% BRIDGE EXISTING REMOVE GP ELEV. = 745.2’ W/4’ DEEP CAPS 1 SPAN: 1@105’, SKEW 60 39" BOX BEAM BRIDGE C STA. 13+26.5 -L- (TYP.) 3.5’ KEY DEPTH ELEV=330.0’ EXCAVATE TO (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP DATE: 01-03-2019 ELEV.=728.1’ NORMAL WS (SLOPE 1.5:1) W/CLASS II RIP RAP BANK STABILIZATION ELEV. = 730.50’ -L- STA. 13+75 BEGIN SP DITCH RT (STRUCTURE PAY ITEM) EXCAVATION = 375 CY DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 500+ = 25 = 1,800 = 737.5 = 2,635 = 100 = 739.2 = 4,500 = 742.3 = 01/03/2019 = 728.1 L 4 F F F F F F F F F C F C C C1.5:1 SHEET NO.2:45:03 PM2/6/2019R:\Roadway\Xsc\Xpl\B4956_rdy_xpl.dgnjor568820 105 PROJECT REFERENCE DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 17BP.7.R.128 - GUILFORD 25 768.90 765.17 EOPEOPEXIST. R/WEXIST. R/W0.040 0.040 VAR .4:1 758.55 EOPEOPEXIST. R/WEXIST. R/W0.020 0.020 VAR.4:1 752.81 EOPEXIST. R/WEXIST. R/W0.020 0.020 EOPVAR.3:1747.18 EOPEOPEXIST. R/WEXIST. R/W0.020 0.020 2.5:1 VAR.3:1X-1 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 770 770 760 760 10+00.00 760 760 770 770 780 780 10+50.00 750 750 760 760 770 770 11+00.00 750 750 760 760 770 770 740 740 11+50.00 740 740 750 750 760 760 12+00.00 -L- SHEET NO.2:45:04 PM2/6/2019R:\Roadway\Xsc\Xpl\B4956_rdy_xpl.dgnjor568820 105 PROJECT REFERENCE DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 17BP.7.R.128 - GUILFORD 25 742.55 EOPEOPEXIST. R/WEXIST. R/W0.020 0.020 1.5:1 2:1736.27 EOPEXIST. R/WEXIST. R/W0.020 0.020 727.18EXIST. R/WEXIST. R/W0.020 0.020 729.54 737.34 EOPEXIST. R/WEXIST. R/W0.020 0.020 2:1 EOPVAR. 731.61 731.26 X-2 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 730 730 740 740 750 750 720 720 12+50.00 730 730 740 740 750 750 720 720 13+00.00 730 730 740 740 720 720 13+50.00 740 740 750 750 730 73014+00.00 -L- BEGIN BRIDGE 12+74.00 END BRIDGE 13+79.00 SHEET NO.2:45:05 PM2/6/2019R:\Roadway\Xsc\Xpl\B4956_rdy_xpl.dgnjor568820 105 PROJECT REFERENCE DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 17BP.7.R.128 - GUILFORD 25 738.06 EOPEXIST. R/WEXIST. R/W0.031 0.031 2:13:1 EOP733.68 732.79 739.17 EOPEOPEXIST. R/WEXIST. R/W0.055 0.055 2:13:1 735.76 734.32 741.36 EOPEOPEOPEXIST. R/WEXIST. R/W0.060 0.060 2:1737.58 744.04 EOPEOPEXIST. R/WEXIST. R/W0.060 0.060 3:1 3:1740.832:1739.90 747.36 EOPEOPEXIST. R/WEXIST. R/W0.048 0.048 3:1 3:1744.022:1744.09 2:1 X-3 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 740 740 730 73014+50.00 740 740 730 73015+00.00 740 740 730 73015+50.00 740 740 750 750 730 730 16+00.00 750 750 760 760 740 740 16+50.00 -L- SHEET NO.2:45:06 PM2/6/2019R:\Roadway\Xsc\Xpl\B4956_rdy_xpl.dgnjor568820 105 PROJECT REFERENCE DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 17BP.7.R.128 - GUILFORD 25 751.11 EOPEOPEXIST. R/WEXIST. R/W0.024 0.024 3:1 3:1748.132:1748.71 2:1 755.05 EOPEOPEXIST. R/WEXIST. R/W0.020 0.000 3:1 752.252:1759.14 EOPEOPEXIST. R/WEXIST. R/WX-4 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 750 750 760 760 740 740 17+00.00 760 760 750 750 17+50.00 760 760 770 770 750 75018+00.00 -L-