R POAT - PROPOSED OATES DRIVE PGAL - PROPOSED … · 12-12-2016 12-12-2016 sta 640+00 begin csj:...
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STA 14+91 BEGIN BRIDGE TEXAS DEPARTMENT OF TRANSPORTATION FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD PRELIMINARY FOR INTERIM REVIEW ONLY P.E. NO. DATE NAME N.T.S. P.E. NO. DATE NAME DALLAS DISTRICT T XDO T DA LL A S D I S T R I C T R VERTICAL SCALE: HORIZONTAL SCALE: 30 20 10 0 40 400 300 200 100 0 TEXAS COUNTY MAP N.T.S. LOCATION MAP THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: MATTHEW G. CRAIG 69910 CHAD R. GARDINER 93793 DALLAS COUNTY, TEXAS GARLAND AVE CENTERVILLE RD LA PRADA DR T O W N E A S T B L VD GREENVILLE AVE SKILLMAN ST 95% DRAFT Preliminary, Subject to Change 12-12-2016 12-12-2016 STA 640+00 BEGIN CSJ: 2374-01-137 END CSJ: 2374-01-183 STA 468+00 CSJ: 2374-01-183 BEGIN IH 635 PROJECT STA 1060+98 END CSJ: 2374-02-053 END IH 635 PROJECT TEXAS DEPARTMENT OF TRANSPORTATION FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD PRELIMINARY FOR INTERIM REVIEW ONLY P.E. NO. DATE NAME N.T.S. P.E. NO. DATE NAME DALLAS DISTRICT T XDO T DA LL A S D I S T R I C T R VERTICAL SCALE: HORIZONTAL SCALE: 30 20 10 0 40 400 300 200 100 0 TEXAS COUNTY MAP N.T.S. LOCATION MAP THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: MATTHEW G. CRAIG 69910 CHAD R. GARDINER 93793 DALLAS COUNTY, TEXAS C 2016 by Texas Department of Transportation all rights reserved R O Y A L L N / M I LLE R R D JAMES K. SELMAN, P.E., DISTRICT ENGINEER GARLAND AVE CENTERVILLE RD LA PRADA DR T O W N E A S T B L V D GREENVILLE AVE SKILLMAN ST STA 640+00 BEGIN CSJ: 2374-01-137 END CSJ: 2374-01-183 STA 468+00 CSJ: 2374-01-183 BEGIN IH 635 PROJECT STA 1060+98 END CSJ: 2374-02-053 END IH 635 PROJECT R O Y A L L N / M I LLE R R D C 2016 by Texas Department of Transportation all rights reserved JAMES K. SELMAN, P.E., DISTRICT ENGINEER STA 780+00 BEGIN CSJ: 2374-02-053 END CSJ: 2374-01-137 STA 780+00 BEGIN CSJ: 2374-02-053 END CSJ: 2374-01-137 TBPE FIRM #F-312 HALFF ASSOCIATES, INC. P.E. NO. DATE NAME TBPE FIRM #F-312 HALFF ASSOCIATES, INC. P.E. NO. DATE NAME 12-12-2016 IH 30 E. OF US 75 TO S. OF IH 30 W. OF GUS THOMASSON RD TO E. OF GALLOWAY AVE SCHEMATIC ROLLS: AVERAGE 11.2 MILES 2.1 MILES * FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP PROFILES FOUND ON ROLLS 11 THROUGH 24. 15 MPH TURNAROUNDS: 40 MPH FRONTAGE ROAD CONNECTORS: FRONTAGE ROADS/BYPASSES: 60 MPH 40 MPH 40 MPH 30 MPH 40 MPH LOCAL STREETS: RAMPS: DIRECT CONNECTORS: MAIN LANES: 60 MPH MANAGED LANES: 12-12-2016 12-12-2016 12-12-2016 18 MPH SHARED USE PATHS: IH 30 E. OF US 75 TO S. OF IH 30 W. OF GUS THOMASSON RD TO E. OF GALLOWAY AVE SCHEMATIC ROLLS: 11.2 MILES 2.4 MILES * FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP PROFILES FOUND ON ROLLS 11 THROUGH 24. 15 MPH TURNAROUNDS: 40 MPH FRONTAGE ROAD CONNECTORS: FRONTAGE ROADS/BYPASSES: 60 MPH 40 MPH 40 MPH 30 MPH 40 MPH LOCAL STREETS: RAMPS: DIRECT CONNECTORS: MAIN LANES: 60 MPH MANAGED LANES: 18 MPH SHARED USE PATHS: TRAFFIC: DAILY 2374-02-053 2374-01-137 2374-01-183 236,950 (2022) 224,200 (2022) 263,250 (2022) 318,600 (2042) 301,850 (2042) 353,550 (2042) TRAFFIC: DAILY AVERAGE 2374-02-053 2374-01-137 2374-01-183 236,950 (2022) 224,200 (2022) 263,250 (2022) 318,600 (2042) 301,850 (2042) 353,550 (2042) DESIGN SCHEMATIC IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN FROM EAST OF US 75 TO SOUTH OF IH 30 DALLAS COUNTY, TEXAS CSJ LIMITS: 2374-01-183: EAST OF US 75 TO MILLER ROAD 2374-01-137: MILLER ROAD TO WEST OF THE KCS RR 2374-02-053: WEST OF THE KCS RR TO IH 30 DECEMBER 2016 ROLL OF 24 DESIGN SCHEMATIC IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN FROM EAST OF US 75 TO SOUTH OF IH 30 DALLAS COUNTY, TEXAS CSJ LIMITS: 2374-01-183: EAST OF US 75 TO MILLER ROAD 2374-01-137: MILLER ROAD TO WEST OF THE KCS RR 2374-02-053: WEST OF THE KCS RR TO IH 30 DECEMBER 2016 ROLL OF 24 STA 47+00.00 BEGIN IH 30 IMPROVEMENTS STA 47+00.00 BEGIN IH 30 IMPROVEMENTS STA 155+60.68 END IH 30 IMPROVEMENTS STA 155+60.68 END IH 30 IMPROVEMENTS URBAN INTERSTATE URBAN INTERSTATE 15+00 480 490 500 510 520 530 540 10+00 20+00 25+00 550 560 570 580 535.8 532.2 527.9 524.3 522.4 522.5 524.1 506.8 524.5 522.6 523.3 523.3 524.6 526.3 EXIST EL. 532.18 528.18 524.95 523.27 523.14 524.56 526.93 527.73 526.50 524.75 523.22 522.94 524.07 580 (40 MPH) POAT - PROPOSED OATES DRIVE 480 490 500 510 520 530 540 550 560 570 L L L L L L L L L L L L L L STA 15+50 BEGIN BRIDGE PROP POAT PGL EL. 523.03' B PEB635FR STA 969+60.53, C POAT STA 14+75.41= EL. 524.57' B PWB635FR-B STA 973+38.50, C POAT STA 20+10.60= EL. 498.94' B PEB635GP STA 970+92.76, C POAT STA 16+84.47= EL. 498.82' B PWB635GP STA 971+56.13, C POAT STA 17+86.68= STA = 14+10.00 EL = 519.78 ( - ) 4 . 00 % ( + ) 2 . 50 % L = 420.00 K = 65 ex = 3.41' STA = 17+70.00 EL = 528.78 ( + ) 2 . 50 % ( - ) 1 . 75 % L = 200.00 K = 47 ex = -1.06' STA = 21+95.00 EL = 521.34 (-) 1 . 75 % ( + ) 2 . 46 % L = 300.00 K = 71 ex = 1.58' VPC STA 12+00.00 EL=528.18 VPT STA 16+20.00 EL=525.03 VPC STA 20+45.00 EL=523.97 VPT STA 23+45.00 EL=525.04 VPC STA 16+70.00 EL=526.28 VPT STA 18+70.00 EL=527.03 PROP POAT PGL 20'4"MIN.CLR. 19'5"MIN.CLR. L MATCH EXISTING GROUND C POAT STA 11+00.00, EL. 532.18 BEGIN POAT EL. 496.08' B MREX30DC STA 44+46.45, C POAT STA 15+67.24= EL. 499.90' C PIH635 STA 971+20.35, C POAT STA 17+35.62= EL. 495.77' B MRWE30DC STA 42+27.82, C POAT STA 19+15.14= 20'2" MIN.CLR. STA 19+30 END BRIDGE L MATCH EXISTING GROUND C POAT STA 23+00.00, EL. 524.07' END POAT 15+00 10+00 20+00 30+00 25+00 480 490 500 510 520 530 540 550 560 570 580 534.1 533.9 532.6 531.8 531.3 531.7 534.5 527.9 517.3 518.6 522.9 540.9 539.3 538.8 538.1 539.2 541.4 542.6 543.5 544.1 546.1 EXIST EL. 480 490 500 510 520 530 540 550 560 570 580 PGAL - PROPOSED GALLOWAY AVENUE (40 MPH) L L L L L L L L L L L L L L PROP PGAL PGL EL. 540.17' B PWB635FR-B STA 989+55.25, C PGAL STA 21+43.37= EL. 510.97' B PEB635GP STA 981+74.28, C PGAL STA 17+21.65= EL. 512.36' B PWB635GP STA 984+16.01, C PGAL STA 18+67.85= EL. 512.73' C PIH635 STA 983+56.95, C PGAL STA 17+95.34= EL. 511.33' B PDW30N635 STA 16+97.85, C PGAL STA 20+26.85= STA = 14+85.00 EL = 530.03 (-) 0 . 85 % ( + ) 4 . 00 % L = 320.00 K = 66 ex = 1.94' STA = 18+60.00 EL = 545.03 ( + ) 4 . 00 % (-) 1 . 71 % L = 300.00 K = 53 ex = -2.14' STA = 23+25.00 EL = 537.06 (-) 1 . 71 % ( + ) 1 . 2 5 % L = 200.00 K = 67 ex = 0.74' VPC STA 13+25.00 EL=531.39 VPT STA 16+45.00 EL=536.43 VPC STA 17+10.00 EL=539.03 VPC STA 22+25.00 EL=538.77 VPT STA 24+25.00 EL=538.31 532.45 531.60 531.17 532.22 534.78 538.63 541.85 543.19 542.62 540.91 539.20 537.90 538.04 539.25 EL. 505.93' B MREX30DC STA 52+91.03, C PGAL STA 15+12.62= 17'3" MIN.CLR. 18'6" MIN. CLR. EL=542.46 VPT STA 20+10.00 STA 20+93 END BRIDGE L MATCH EXISTING GROUND C PGAL STA 25+09.14, EL. 539.36' END PGAL L MATCH EXISTING GROUND C PGAL STA 11+11.76, EL. 533.20' BEGIN PGAL EL. 531.33' B PEB635FR STA 976+84.77, C PGAL STA 14+31.90= 15+00 10+00 20+00 500 510 520 530 540 550 560 570 580 590 L L L L L L EXIST EL. EL. 526.25' B PEB30FR-1 STA 50+41.44, C PGUS STA 14+59.92= EL. 524.32' B PWB30FR-1 STA 46+51.66, C PGUS STA 17+71.00= 490 PROP PGAL PGL STA = 11+75.00 EL = 529.11 ( + ) 2 . 00 % (-) 1 . 00 % L = 150.00 K = 50 ex = -0.56' STA = 15+35.00 EL = 525.50 (-) 1 . 00 % (-) 0 . 5 0 % L = 120.00 K = 240 ex = 0.08' STA = 19+00.00 EL = 523.68 (-) 0 . 5 0 % ( + ) 0 . 60 % L = 120.00 K = 109 ex = 0.17' STA = 21+00.00 EL = 524.88 ( + ) 0 . 60 % ( - ) 2 . 6 8 % L = 150.00 K = 46 ex = -0.61' VPC STA 11+00.00 EL=527.61 VPT STA 12+50.00 EL=528.35 VPC STA 14+75.00 EL=526.10 VPT STA 15+95.00 EL=525.20 VPC STA 18+40.00 EL=523.98 VPT STA 19+60.00 EL=524.04 VPC STA 20+25.00 EL=524.43 VPT STA 21+75.00 EL=522.88 525.61 527.61 528.61 527.85 526.85 525.87 525.18 524.68 524.18 523.84 524.28 524.27 522.21 500 510 520 530 540 550 560 570 580 590 490 PROP PGUS PGL (40 MPH) PGUS - PROPOSED GUS THOMASSON ROAD L L EL. 552.36' B PEB30GP STA 59+40.87, C PGUS STA 15+84.20= L L EL. 551.82' B PWB30GP STA 59+27.65, C PGUS STA 16+39.25= L MATCH EXISTING GROUND C PGUS STA 8+90.65, EL. 523.42 BEGIN PGUS EL. 552.39' C PIH30 STA 59+33.82, C PGUS STA 16+11.73= L MATCH EXISTING GROUND C PGUS STA 25+28.65, EL. 513.42 END PGUS 524.5 526.1 528.5 533.5 539.4 544.5 525.6 527.0 526.4 544.9 540.0 534.0 528.0 523.2 520.0 514.18 516.86 519.53 523.61 MIN.CLR. 18'8" MIN.CLR. 19'11" 15+00 10+00 20+00 530 540 550 560 570 580 590 610 620 EXIST EL. L L L L L L L L L EL. 546.57' B PEB30FR-2A STA 23+64.03, C PGAL-2 STA 13+58.24= EL. 553.70' C PIH30 STA 113+14.05, C PGAL-2 STA 15+72.32= EL. 549.01' B PDN635E30 STA 30+16.38, C PGAL-2 STA 14+00.00= EL. 549.71' B PDW30N635 STA 52+93.58, C PGAL-2 STA 16+89.26= L L EL. 558.67' B PEB30FR-1 STA 105+21.73, C PGAL-2 STA 11+01.70= 19'11" MIN.CLR. 600 PROP PGAL-2 PGL 530 540 550 560 570 580 590 610 620 600 520 520 L MATCH EXISTING GROUND EL. 558.26 C PGAL STA 21+20.00, END PGAL-2 AVENUE OVER IH 30 PGAL-2 - PROPOSED GALLOWAY L L EL. 551.76' B PEB30GP STA 113+18.49, C PGAL-2 STA 15+46.25= L L EL. 551.96' B PWB30GP STA 113+06.78, C PGAL-2 STA 15+87.68= STA 18+28 END BRIDGE MATCH EXISTING GROUND C PGAL STA 10+01.00, EL. 554.27 BEGIN PGAL-2 549.6 551.4 554.7 558.5 564.4 570.1 562.5 553.0 553.4 551.6 572.3 567.6 562.8 559.4 556.9 L EL. 561.77' B PWB30FR-1 STA 100+06.88, C PGAL-2 STA 20+14.00= L L L EL. 550.12' B PWB30FR-2B STA 20+58.88, C PGAL-2 STA 17+27.83= 5.50' BRIDGE DEPTH TX-54 GIRDER STA = 10+90.00 EL = 557.83 ( + ) 4 . 00 % ( + ) 5 . 5 0 % L = 150.00 K = 100 ex = 0.28' STA = 14+10.00 EL = 575.43 ( + ) 5 . 5 0 % ( + ) 1 . 35 % L = 200.00 K = 48 ex = -1.04' STA = 16+65.00 EL = 578.87 ( + ) 1 . 35 % ( - ) 4 . 9 6 % L = 300.00 K = 48 ex = -2.37' STA = 20+40.00 EL = 560.26 (-) 4 . 96 % (-) 2 . 5 0 % L = 160.00 K = 65 ex = 0.49' VPT STA 11+65.00 EL=561.96 VPC STA 13+10.00 EL=569.93 VPT STA 15+10.00 EL=576.78 VPC STA 15+15.00 EL=576.85 558.59 563.88 569.38 574.04 576.64 577.24 575.74 572.15 567.21 562.36 558.79 EL=554.83 VPC STA 10+15.00 EL=571.43 VPT STA 18+15.00 EL=564.23 VPC STA 19+60.00 EL=558.26 VPT STA 21+20.00 20'2" MIN.CLR. 19'6" MIN.CLR. 20'11" MIN.CLR. 18'10" MIN.CLR. 3:1 STA 13+16 BEGIN BRIDGE 6.20' BRIDGE DEPTH TX-62 GIRDER 5.50' BRIDGE DEPTH TX-54 GIRDER 10+00 15+00 20+00 15+00 20+00 550 560 570 580 590 600 610 620 630 530 540 530 550 560 570 540 580 590 600 610 620 630 10+00 L L EL. 552.63' B PEB635GP STA 552+11.41, C PFOR-U2 STA 11+93.26= L L EL. 553.59' C PIH635 STA 552+99.48, C PFOR-U2 STA 12+84.08= L L EL. 552.05' B PWB635GP STA 553+79.96, C PFOR-U2 STA 13+83.17= 20'11"MIN.CLR. PEB635FR STA 549+96.48, 30.57' LT STA 10+07.03, EL 578.24= BEGIN PFOR-U2 PGL PWB635FR-A STA 556+64.53, 41.78' RT STA 15+37.22, EL 577.70= END PFOR-U2 PGL WESTBOUND TURNAROUND (15 MPH) PFOR-U2 - PROPOSED FOREST LN STA = 10+35.00 EL = 579.01 ( + ) 2 . 75 % ( + ) 5 . 0 0 % L = 50.00 K = 22 ex = 0.14' STA = 11+15.00 EL = 583.01 (-) 0 . 53 % L = 50.00 K = 9 ex = -0.35' STA = 11+95.00 EL = 582.59 L = 100.00 K = 82 ex = -0.15' STA = 14+15.00 EL = 578.74 (-) 1 . 75 % (-) 0 . 35 % L = 60.00 K = 43 ex = 0.10' STA = 15+00.00 EL = 578.44 (-) 2 . 00 % L = 60.00 K = 36 ex = -0.12' VPT STA 10+60.00 EL=580.26 VPC STA 13+85.00 EL=579.27 VPT STA 14+45.00 EL=578.64 582.20 582.38 580.75 579.03 578.32 EL=578.32 VPC STA 10+10.00 EL=581.71 VPT STA 12+45.00 EL=578.55 VPC STA 14+70.00 EL=577.84 VPT STA 15+30.00 EL=581.76 VPC STA 10+90.00 EL=582.88 VPT STA 11+40.00 EL=582.85 VPC STA 11+45.00 PFOR-U2 PGL EX GROUND AT STA 10+70.39 BEGIN BRIDGE STA 15+25.81 END BRIDGE 9.5' BRIDGE DEPTH STEEL I-GIRDER 579.7 578.0 557.0 557.3 555.8 578.7 10+00 15+00 20+00 550 560 570 580 590 600 610 620 630 640 650 550 560 570 580 590 600 610 620 630 640 650 10+00 583.9 L L L L L L L L L L EL. 578.59' B PBEFRROY STA 19+14.34, C PROY-U1 STA 10+42.07= EL. 580.61' B PEB635GP STA 632+02.43, C PROY-U1 STA 11+43.96= EL. 583.54' C PIH635 STA 634+80.53, C PROY-U1 STA 12+18.65= EL. 581.69' B PBWFRROY STA 18+51.52, C PROY-U1 STA 14+25.15= EL. 582.55' B PWB635GP STA 635+73.41, C PROY-U1 STA 13+28.92= 17'4"MIN.CLR. 17'6"MIN.CLR. 18'7"MIN.CLR. PEB635FR STA 631+14.20, 41.81' LT STA 10+09.63, EL 603.08= BEGIN PROY-U1 PGL PWB635FR-A STA 638+30.64, 30.92' RT STA 14+57.95, EL 607.35= END PROY-U1 PGL PROY-U1 PGL EX GROUND AT 17'0"MIN.CLR. 16'8"MIN.CLR. EASTBOUND TURNAROUND (15 MPH) PROY-U1 - PROPOSED ROYAL LN STA = 10+35.00 EL = 603.65 STA = 13+40.00 EL = 609.44 L = 150.00 K = 41 ex = -0.69' VPT STA 14+15.00 EL=608.11 604.88 606.78 608.53 608.35 ( + ) 2 . 24 % ( + ) 1 . 90 % ( + ) 1 . 90 % (-) 1 . 77 % VPC STA 12+65.00 EL=608.01 7.5' BRIDGE DEPTH STEEL I-GIRDER 6.0' BRIDGE DEPTH STEEL I-GIRDER 601.6 582.6 583.9 603.9 608.1 STA 14+34.66 END BRIDGE STA 10+30.14 BEGIN BRIDGE 10+00 15+00 20+00 550 560 570 580 590 600 610 620 630 640 650 550 560 570 580 590 600 610 620 630 640 650 10+00 L L EL. 580.91' B PBEFRROY STA 20+78.22, C PROY-U2 STA 10+42.07= L L EL. 585.85' B PEB635GP STA 635+51.93, C PROY-U2 STA 11+43.96= L L EL. 585.42' C PIH635 STA 636+33.77, C PROY-U2 STA 12+18.65= L L EL. 584.44' B PWB635GP STA 637+25.67, C PROY-U2 STA 13+28.92= EL. 583.06' B PBWFRROY STA 20+29.74, C PROY-U2 STA 14+25.15= L L 18'0"MIN.CLR. 17'3"MIN.CLR. 16'8"MIN.CLR. 19'6"MIN.CLR. PEB635FR STA 633+14.32, 31.03' LT STA 10+07.42, EL 606.84= BEGIN PROY-U2 PGL PWB635FR-A STA 640+28.55, 41.60' RT STA 14+61.60, EL 610.29= END PROY-U2 PGL PROY-U2 PGL EX GROUND AT 18'11"MIN.CLR. STA 14+61.60 END BRIDGE STA 10+43.04 BEGIN BRIDGE WESTBOUND TURNAROUND (15 MPH) PROY-U2 - PROPOSED ROYAL LN STA = 10+30.00 EL = 606.67 (-) 0 . 74 % ( + ) 1 . 90 % L = 40.00 K = 15 ex = 0.13' STA = 12+60.00 EL = 611.04 ( + ) 1 . 90 % (-) 0 . 68 % L = 120.00 K = 46 ex = -0.39' STA = 13+70.00 EL = 610.29 ( + ) 0 . 3 4 % L = 90.00 K = 88 ex = 0.12' STA = 14+25.00 EL = 610.48 L = 20.00 K = 15 ex = -0.03' STA = 14+50.00 EL = 610.22 (-) 1 . 02 % ( + ) 0 . 57 % L = 20.00 K = 13 ex = 0.04' VPT STA 10+50.00 EL=607.05 VPC STA 13+25.00 EL=610.60 VPT STA 14+15.00 EL=610.44 VPC STA 14+40.00 EL=610.33 VPT STA 14+60.00 EL=610.28 608.00 609.90 610.73 610.41 EL=606.82 VPC STA 10+10.00 EL=609.90 VPC STA 12+00.00 EL=610.63 VPT STA 13+20.00 EL=610.44 VPC STA 14+15.00 EL=610.38 VPT STA 14+35.00 6.0' BRIDGE DEPTH STEEL I-GIRDER 7.5' BRIDGE DEPTH STEEL I-GIRDER 604.3 584.4 586.4 596.6 608.6 10+00 15+00 20+00 550 560 570 580 590 600 610 620 630 530 540 STA = 13+10.00 EL = 584.97 ( + ) 0 . 70 % (-) 0 . 85 % L = 100.00 K = 64 ex = -0.19' VPC STA 12+60.00 EL=584.62 VPT STA 13+60.00 EL=584.54 583.50 584.20 584.78 10+00 581.2 604.8 605.6 591.7 550 560 570 580 590 600 610 620 630 530 540 L L L L L L EL. 613.26' C PIH635 STA 682+17.93, C PPLA-U1 STA 11+95.92= EL. 611.97' B PWB635GP STA 681+96.72, C PPLA-U1 STA 12+56.59= EL. 610.97' B PEB635GP STA 682+61.74, C PPLA-U1 STA 10+96.81= 23'6" MIN.CLR. PWB635FR-A STA 683+21.49, 31.98' RT STA 13+65.28, EL 584.50= END PPLA-U1 PGL PEB635FR STA 681+05.15, 41.55' LT STA 10+07.01, EL 582.85= BEGIN PPLA-U1 PGL PPLA-U1 PGL EX GROUND AT EASTBOUND TURNAROUND (15 MPH) PPLA-U1 - PROPOSED PLANO RD 10+00 15+00 20+00 550 560 570 580 590 600 610 620 630 530 540 550 560 570 580 590 600 610 620 630 530 540 10+00 578.5 596.1 603.4 594.1 STA = 10+70.00 EL = 583.67 ( + ) 1 . 35 % L = 60.00 K = 22 ex = -0.20' STA = 11+35.00 EL = 582.81 (-) 1 . 33 % ( + ) 0 . 50 % L = 60.00 K = 33 ex = 0.14' STA = 12+40.00 EL = 583.33 ( + ) 2 . 00 % L = 80.00 K = 53 ex = 0.15' STA = 13+25.00 EL = 585.04 (-) 1 . 00 % L = 80.00 K = 27 ex = -0.30' VPC STA 10+40.00 EL=583.27 VPT STA 11+00.00 EL=583.27 VPC STA 12+85.00 EL=584.24 VPT STA 13+65.00 EL=584.64 583.27 583.13 584.49 L L EL. 608.92' B PEB635GP STA 684+48.68, C PPLA-U2 STA 11+16.30= L L EL. 611.84' C PIH635 STA 684+04.59, C PPLA-U2 STA 12+15.54= L L EL. 610.93' B PWB635GP STA 683+83.48, C PPLA-U2 STA 12+76.15= EL=583.21 VPC STA 11+05.00 EL=582.96 VPT STA 11+65.00 EL=583.13 VPC STA 12+00.00 EL=584.14 VPT STA 12+80.00 22'9" MIN.CLR. PEB635FR STA 683+57.60, 32.02' LT STA 10+07.69, EL 582.83= BEGIN PPLA-U2 PGL PWB635FR-A STA 685+70.76, 41.50' RT STA 13+65.57, EL 584.63= END PPLA-U2 PGL PPLA-U2 PGL EX GROUND AT EASTBOUND TURNAROUND (15 MPH) PPLA-U2 - PROPOSED PLANO RD 15+00 20+00 10+00 15+00 20+00 550 560 570 580 590 600 610 620 630 640 650 560 570 580 590 600 610 620 630 640 650 STA = 10+80.00 EL = 594.85 ( + ) 1 . 00 % ( + ) 0 . 37 % L = 100.00 K = 158 ex = -0.08' STA = 14+20.00 EL = 596.09 ( + ) 0 . 37 % ( - ) 1 . 04 % L = 180.00 K = 128 ex = -0.32' VPC STA 10+30.00 EL=594.35 VPT STA 11+30.00 EL=595.03 VPC STA 13+30.00 EL=595.76 VPT STA 15+10.00 EL=595.16 594.90 595.29 595.66 595.83 595.26 10+00 L L L L L L L L 20'7"MIN.CLR. 22'2"MIN.CLR. 20'11"MIN.CLR. EL. 622.86' B MRWENWH STA 23+47.75, C PJUP-U1 STA 12+73.68= EL. 622.33' B PWB635GP STA 747+91.82, C PJUP-U1 STA 13+30.66= EL. 624.85' C PIH635 STA 748+71.15, C PJUP-U1 STA 11+82.93= EL. 624.45' B PEB635GP STA 749+01.69, C PJUP-U1 STA 11+09.23= PEB635FR STA 747+25.89, 52.54' LT STA 10+06.85, EL 594.12= BEGIN PJUP-U1 PGL PWB635FR-A STA 748+58.54, 31.17' RT STA 15+11.71, EL 595.14= END PJUP-U1 PGL PJUP-U1 PGL EX GROUND AT RD EASTBOUND TURNAROUND (15 MPH) PJUP-U1 - PROPOSED JUPITER RD 588.1 612.3 617.0 615.6 597.4 594.6 15+00 20+00 10+00 20+00 550 560 570 580 590 600 610 620 630 530 540 550 560 570 580 590 600 610 620 630 530 540 STA = 10+50.00 EL = 579.15 (-) 1 . 09 % ( + ) 1 . 10 % L = 80.00 K = 36 ex = 0.22' STA = 11+00.00 EL = 579.70 ( + ) 0 . 3 7 % STA = 13+75.00 EL = 580.73 ( + ) 0 . 37 % ( + ) 1 . 7 1 % L = 80.00 K = 60 ex = 0.13' STA = 14+60.00 EL = 582.18 (+)0.14% L = 80.00 K = 51 ex = -0.16' VPC STA 14+20.00 EL=581.49 VPT STA 15+00.00 EL=582.23 579.70 580.07 580.45 581.17 582.23 10+00 L L L L L L L L EL. 609.76' C PIH635 STA 726+33.40, C PKIN-U1 STA 12+96.65= EL. 607.46' B PEB635GP STA 725+41.00, C PKIN-U1 STA 12+07.41= EL. 610.08' B PWB635GP STA 727+18.30, C PKIN-U1 STA 13+84.74= PWB635FR-A STA 729+11.43, 30.51' RT STA 15+05.13, EL 582.24= END PKIN-U1 PGL PEB635FR STA 722+28.72, 41.66' LT STA 10+07.44, EL 579.61= BEGIN PKIN-U1 PGL EL=579.58 VPC STA 10+10.00 EL=580.58 VPC STA 13+35.00 EL=581.41 VPT STA 14+15.00 EL=579.59 VPT STA 10+90.00 PKIN-U1 PGL EX GROUND AT 17'5" MIN.CLR. 17'10" MIN.CLR. RD EASTBOUND TURNAROUND (15 MPH) PKIN-U1 - PROPOSED KINGSLEY RD 577.3 579.6 593.9 597.1 598.1 577.4 15+00 20+00 10+00 20+00 550 560 570 580 590 600 610 620 630 540 550 560 570 580 590 600 610 620 630 540 STA = 10+35.00 EL = 577.21 (-) 1 . 27 % ( + ) 0 . 38 % L = 50.00 K = 30 ex = 0.10' STA = 11+90.00 EL = 577.80 ( + ) 0 . 38 % ( + ) 2 . 05 % L = 120.00 K = 72 ex = 0.25' STA = 14+95.00 EL = 584.05 ( + ) 2 . 0 5 % (-) 0 . 7 5 % L = 50.00 K = 18 ex = -0.18' VPC STA 10+10.00 EL=577.53 VPT STA 10+60.00 EL=577.30 VPC STA 14+70.00 EL=583.54 VPT STA 15+20.00 EL=583.86 577.45 578.18 580.05 582.10 583.90 10+00 L L L EL. 608.62' B PEB635GP STA 728+62.42, C PKIN-U2 STA 11+91.60= L L L EL. 609.26' C PIH635 STA 729+47.37, C PKIN-U2 STA 12+80.73= L L EL. 611.21' B PWB635GP STA 730+33.22, C PKIN-U2 STA 13+69.34= 20'1" MIN.CLR. EL=577.57 VPC STA 11+30.00 EL=579.03 VPT STA 12+50.00 PWB635FR-A STA 733+47.44, 41.77' RT STA 15+24.14, EL 583.83= END PKIN-U2 PGL PEB635FR STA 726+70.23, 30.49' LT STA 10+06.45, EL 577.57= BEGIN PKIN-U2 PGL PKIN-U2 PGL EX GROUND AT 22'3" MIN.CLR. WESTBOUND TURNAROUND (15 MPH) PKIN-U2 - PROPOSED KINGSLEY RD 640 640 570.1 574.8 600.2 601.4 601.2 597.2 15+00 20+00 10+00 15+00 20+00 550 560 570 580 590 600 610 620 630 640 650 550 560 570 580 590 600 610 620 630 640 650 STA = 10+45.00 EL = 596.69 (-) 0 . 5 0 % ( + ) 0 . 3 7 % L = 50.00 K = 58 ex = 0.05' STA = 14+20.00 EL = 598.06 ( + ) 0 . 3 7 % L = 50.00 K = 66 ex = -0.05' STA = 14+75.00 EL = 597.84 (-) 0 . 40 % ( + ) 1 . 63 % L = 60.00 K = 30 ex = 0.15' VPC STA 10+20.00 EL=596.82 VPT STA 10+70.00 EL=596.78 VPC STA 13+95.00 EL=597.97 VPT STA 14+45.00 EL=597.96 596.89 597.26 597.62 597.99 598.26 10+00 L L EL. 623.69' B PEB635GP STA 751+72.15, C PJUP-U2 STA 11+85.26= L L EL. 623.90' C PIH635 STA 751+40.46, C PJUP-U2 STA 12+59.75= L L EL. 622.91' B MRWENWH STA 26+16.39, C PJUP-U2 STA 13+51.43= L EL. 622.84' B PWB635GP STA 750+70.29, C PJUP-U2 STA 13+94.96= L 19'2"MIN.CLR. 19'3"MIN.CLR. 19'2"MIN.CLR. EL=597.96 VPC STA 14+45.00 EL=598.33 VPT STA 15+05.00 PWB635FR-A STA 752+81.37, 41.48' RT STA 15+12.21, EL 598.45= END PJUP-U2 PGL PEB635FR STA 751+35.88, 42.17' LT STA 10+15.08, EL 596.84= BEGIN PJUP-U2 PGL PJUP-U2 PGL EX GROUND AT WESTBOUND TURNAROUND (15 MPH) PJUP-U2 - PROPOSED JUPITER RD 592.1 599.4 616.2 617.8 616.4 596.1 10+00 15+00 20+00 470 480 490 500 510 520 530 540 550 460 560 499.0 508.8 510.1 EXIST EL. L L L L L L WESTBOUND TURNAROUND (15 MPH) PLPD-U2 - PROPOSED LA PRADA DR AT PLPD-U2 PGL EX GROUND PROP PLPD-U2 PGL 470 480 490 500 510 520 530 540 550 460 560 PGL PLPD-U2 PROP MIN.CLR. 18'10" EL. 533.22' B PEB635GP STA 939+82.32, B PLPD-U2 STA 11+41.24= EL. 527.90' C PIH635 STA 939+93.84, B PLPD-U2 STA 12+17.03= EL. 528.66' B PWB635GP STA 940+09.54, B PLPD-U2 STA 12+99.62= PEB635FR STA 938+18.76, 33.21' LT STA 10+11.38, EL. 506.84= BEGIN PLPD-U2 PGL STA = 10+55.00 EL = 506.29 (-) 1 . 27 % L = 80.00 K = 46 ex = -0.17' STA = 11+80.00 EL = 502.54 (-) 3 . 00 % ( + ) 0 . 88 % L = 150.00 K = 39 ex = 0.73' STA = 13+30.00 EL = 503.85 (- ) 1 . 66 % L = 100.00 K = 39 ex = -0.32' VPC STA 10+15.00 EL=506.79 VPT STA 10+95.00 EL=505.09 VPC STA 12+80.00 EL=503.41 VPT STA 13+80.00 EL=503.02 504.94 503.10 503.54 EL=504.79 VPC STA 11+05.00 EL=503.19 VPT STA 12+55.00 19'2" MIN.CLR. 19'10" MIN.CLR. PWB635FR-B STA 942+87.79, 41.54' RT STA 13+90.98, EL. 502.84= END PLPD-U2 PGL 10+00 15+00 20+00 510 520 530 540 550 560 570 580 590 600 620 569.7 570.5 553.8 EXIST EL. PROP PCEN-U1 PGL PROP PCEN-U1 PGL L L L L L L RD EASTBOUND TURNAROUND (15 MPH) PCEN-U1 - PROPOSED CENTERVILLE 17'7" MIN.CLR. 510 520 530 540 550 560 570 580 590 600 620 EL. 577.45' B PEB635GP STA 876+00.51, B PCEN-U1 STA 11+10.15= EL. 578.72' C PIH635 STA 876+20.30, B PCEN-U1 STA 11+61.64= EL. 580.28' B PWB635GP STA 876+43.41, B PCEN-U1 STA 12+13.13= PEB635FR STA 874+04.44, 52.69' LT STA 10+08.11, EL. 549.97= BEGIN PCEN-U1 PGL PWB635FR-A STA 878+14.56, 42.67' RT STA 13+43.61, EL. 556.46= END PCEN-U1 PGL STA = 10+35.00 EL = 549.83 ( - ) 0 . 52 % L = 50.00 K = 20 ex = 0.16' STA = 12+15.00 EL = 553.43 ( + ) 2 . 00 % L = 120.00 K = 135 ex = 0.13' STA = 13+15.00 EL = 556.32 ( + ) 2 . 89 % ( + ) 0 . 50 % L = 50.00 K = 21 ex = -0.15' VPC STA 12+90.00 EL=555.60 VPT STA 13+40.00 EL=556.44 551.13 553.20 555.86 EL=549.96 VPC STA 10+10.00 EL=550.33 VPT STA 10+60.00 EL=552.23 VPC STA 11+55.00 VPT STA 12+75.00 EL=555.16 MIN.CLR. 18'10" 10+00 15+00 20+00 510 520 530 540 550 560 570 580 590 600 610 EXIST EL. PROP PCEN-U2 PGL PROP PCEN-U2 PGL L L L L L L RD WESTBOUND TURNAROUND (15 MPH) PCEN-U2 - PROPOSED CENTERVILLE 18'9" MIN.CLR. 510 520 530 540 550 560 570 580 590 600 610 EL. 575.11' B PEB635GP STA 877+90.18, B PCEN-U2 STA 11+28.75= EL. 576.38' C PIH635 STA 878+09.96, B PCEN-U2 STA 11+80.15= EL. 580.68' B PWB635GP STA 878+33.20, B PCEN-U2 STA 12+32.67= PEB635FR STA 876+72.40, 30.63' LT STA 10+07.54, EL. 547.43= BEGIN PCEN-U2 PGL PWB635FR-B STA 878+14.56, 42.67' RT STA 13+21.22, EL. 557.10= END PCEN-U2 PGL 17'7"MIN.CLR. 548.3 571.1 570.9 556.7 STA = 10+40.00 EL = 547.30 (-) 0 . 39 % ( + ) 2 . 82 % L = 60.00 K = 19 ex = 0.24' STA = 12+30.00 EL = 552.66 ( + ) 5 . 74 % L = 50.00 K = 17 ex = 0.18' STA = 13+00.00 EL = 556.68 ( + ) 1 . 97 % L = 40.00 K = 11 ex = -0.19' VPC STA 12+80.00 EL=555.53 VPT STA 13+20.00 EL=557.08 549.00 551.82 556.49 EL=547.42 VPC STA 10+10.00 EL=548.15 VPT STA 10+70.00 EL=551.96 VPC STA 12+05.00 EL=554.10 VPT STA 12+55.00 10+00 15+00 20+00 470 480 490 500 510 520 530 540 550 460 560 504.5 508.8 511.4 EXIST EL. L L L L L L EASTBOUND TURNAROUND (15 MPH) PLPD-U1 - PROPOSED LA PRADA DR PGL PROP PLPD-U1 18'2" MIN.CLR. 470 480 490 500 510 520 530 540 550 460 560 PEB635FR STA 935+82.65, 41.67' LT STA 10+07.90, EL. 504.13= BEGIN PLPD-U1 PGL EL. 530.78' B PEB635GP STA 938+28.77, B PLPD-U1 STA 11+14.06= EL. 527.05' B PWB635GP STA 938+58.81, B PLPD-U1 STA 12+64.54= EL. 523.74' C PIH635 STA 938+41.86, B PLPD-U1 STA 11+86.00= 17'11" MIN.CLR. PWB635FR-B STA 940+70.59, 29.69' RT STA 13+71.94, EL. 506.92= END PLPD-U1 PGL STA = 10+35.00 EL = 503.96 ( - ) 0 . 63 % L = 50.00 K = 21 ex = -0.15' STA = 11+90.00 EL = 499.23 (-) 3 . 05 % ( + ) 4 . 61 % L = 150.00 K = 20 ex = 1.44' STA = 13+45.00 EL = 506.38 ( + ) 2 . 0 0 % L = 50.00 K = 19 ex = -0.16' VPC STA 10+10.00 EL=504.12 VPT STA 10+60.00 EL=503.20 VPC STA 13+20.00 EL=505.23 VPT STA 13+70.00 EL=506.88 501.97 500.77 504.30 EL=501.52 VPC STA 11+15.00 PLPD-U1 PGL PROP VPT STA 12+65.00 EL=502.69 16'8" MIN.CLR. TAYLOR H. PERRINE 116960 TAYLOR H. PERRINE 116960 23 23 AT POAT PGL EX GROUND 7.50' BRIDGE DEPTH STEEL I-GIRDER AT PGAL PGL EX GROUND PROP PGAL PGL 7.00' BRIDGE DEPTH TX-82 GIRDER 5.50' BRIDGE DEPTH TX-54 GIRDER AT PGUS PGL EX GROUND PROP PGAL-2 PGL AT PGAL-2 PGL EX GROUND AT PCEN-U1 PGL EX GROUND AT PCEN-U2 PGL EX GROUND PGL AT PLPD-U1 EX GROUND
Transcript of R POAT - PROPOSED OATES DRIVE PGAL - PROPOSED … · 12-12-2016 12-12-2016 sta 640+00 begin csj:...
STA 14+91BEGIN BRIDGE
TEXAS DEPARTMENT OF TRANSPORTATION
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PRELIMINARYFOR INTERIM REVIEW ONLY
P.E. NO. DATENAME
N.T.S.
P.E. NO. DATENAME
DALLAS DISTRICT
TXDOT DALLAS DISTRICT
R
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
PREPARED BY OR UNDER THE SUPERVISION OF:
MATTHEW G. CRAIG 69910
CHAD R. GARDINER 93793
DALLAS COUNTY, TEXAS
SUNNYDALE
CIT
Y
LIMIT
DALLASGARLAND
CITY
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95% DRAFTPreliminary, Subject to Change
12-12-2016
12-12-2016
STA 640+00
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
STA 468+00
CSJ: 2374-01-183
BEGIN IH 635 PROJECT
STA 1060+98
END CSJ: 2374-02-053
END IH 635 PROJECT
TEXAS DEPARTMENT OF TRANSPORTATION
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PRELIMINARYFOR INTERIM REVIEW ONLY
P.E. NO. DATENAME
N.T.S.
P.E. NO. DATENAME
DALLAS DISTRICT
TXDOT DALLAS DISTRICT
R
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
PREPARED BY OR UNDER THE SUPERVISION OF:
MATTHEW G. CRAIG 69910
CHAD R. GARDINER 93793
DALLAS COUNTY, TEXAS
SUNNYDALE
CIT
Y
LIMIT
DALLASGARLAND
CITY
CITY
DA
LL
AS
CIT
YLIM
IT
DA
LLAS
CIT
Y
LIMIT
ST
RIP
LIM
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RO
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C 2016 by Texas Department of Transportation all rights reserved
ROYAL LN/MILLER RD
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
GA
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STA 640+00
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
STA 468+00
CSJ: 2374-01-183
BEGIN IH 635 PROJECT
STA 1060+98
END CSJ: 2374-02-053
END IH 635 PROJECT
ROYAL LN/MILLER RD
C 2016 by Texas Department of Transportation all rights reserved
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
STA 780+00
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-137
STA 780+00
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-137
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
12-12-2016
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
SCHEMATIC ROLLS:
AVERAGE
11.2 MILES 2.1 MILES
* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP
PROFILES FOUND ON ROLLS 11 THROUGH 24.
15 MPHTURNAROUNDS:
40 MPH
FRONTAGE ROAD CONNECTORS:
FRONTAGE ROADS/BYPASSES:
60 MPH
40 MPH
40 MPH
30 MPH
40 MPHLOCAL STREETS:
RAMPS:
DIRECT CONNECTORS:
MAIN LANES: 60 MPH
MANAGED LANES:
12-12-2016
12-12-2016
12-12-2016
18 MPHSHARED USE PATHS:
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
SCHEMATIC ROLLS:
11.2 MILES 2.4 MILES
* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP
PROFILES FOUND ON ROLLS 11 THROUGH 24.
15 MPHTURNAROUNDS:
40 MPH
FRONTAGE ROAD CONNECTORS:
FRONTAGE ROADS/BYPASSES:
60 MPH
40 MPH
40 MPH
30 MPH
40 MPHLOCAL STREETS:
RAMPS:
DIRECT CONNECTORS:
MAIN LANES: 60 MPH
MANAGED LANES:
18 MPHSHARED USE PATHS:
TRAFFIC:
DAILY
2374-02-053
2374-01-137
2374-01-183
236,950 (2022)
224,200 (2022)
263,250 (2022)
318,600 (2042)
301,850 (2042)
353,550 (2042)
TRAFFIC:
DAILY
AVERAGE
2374-02-053
2374-01-137
2374-01-183
236,950 (2022)
224,200 (2022)
263,250 (2022)
318,600 (2042)
301,850 (2042)
353,550 (2042)
DESIGN SCHEMATIC
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
FROM EAST OF US 75 TO SOUTH OF IH 30
DALLAS COUNTY, TEXAS
CSJ LIMITS:
2374-01-183: EAST OF US 75 TO MILLER ROAD
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-02-053: WEST OF THE KCS RR TO IH 30
DECEMBER 2016
ROLL OF 24
DESIGN SCHEMATIC
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
FROM EAST OF US 75 TO SOUTH OF IH 30
DALLAS COUNTY, TEXAS
CSJ LIMITS:
2374-01-183: EAST OF US 75 TO MILLER ROAD
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-02-053: WEST OF THE KCS RR TO IH 30
DECEMBER 2016
ROLL OF 24
STA 47+00.00
BEGIN IH 30 IMPROVEMENTS
STA 47+00.00
BEGIN IH 30 IMPROVEMENTS
STA 155+60.68
END IH 30 IMPROVEMENTS
STA 155+60.68
END IH 30 IMPROVEMENTS
URBAN INTERSTATE URBAN INTERSTATE
15+00
480
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10+00 20+00 25+00
550
560
570
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535.8
532.2
527.9
524.3
522.4
522.5
524.1
506.8
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522.6
523.3
523.3
524.6
526.3
EXI
ST
EL.
532.18
528.18
524.95
523.27
523.14
524.56
526.93
527.73
526.50
524.75
523.22
522.94
524.07
580
(40 MPH)POAT - PROPOSED OATES DRIVE
480
490
500
510
520
530
540
550
560
570
L
L
L
L
L
L
L
L
L
L
L
L
L
L
STA 15+50 BEGIN BRIDGE
PR
OP
PO
AT
PG
L
EL. 523.03'
B PEB635FR STA 969+60.53,
C POAT STA 14+75.41=
EL. 524.57'
B PWB635FR-B STA 973+38.50,
C POAT STA 20+10.60=
EL. 498.94'
B PEB635GP STA 970+92.76,
C POAT STA 16+84.47=
EL. 498.82'
B PWB635GP STA 971+56.13,
C POAT STA 17+86.68=
STA = 14+10.00
EL = 519.78
(-)4.00% (+)2.5
0%
L = 420.00
K = 65
ex = 3.41'
STA = 17+70.00
EL = 528.78
(+)2.5
0% (-)1.75%
L = 200.00
K = 47
ex = -1.06'
STA = 21+95.00
EL = 521.34
(-)1.75% (+)2.4
6%
L = 300.00
K = 71
ex = 1.58'
VP
C
ST
A 12
+00.00
EL
=528.18
VP
T
ST
A 16
+20.00
EL
=525.03
VP
C
ST
A 20
+45.00
EL
=523.97
VP
T
ST
A 23
+45.00
EL
=525.04
VP
C
ST
A 16
+70.00
EL
=526.28
VP
T
ST
A 18
+70.00
EL
=527.03
PROP POAT PGL
20'4"
MI
N.
CL
R.
19'5"
MI
N.
CL
R.
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PO
AT
ST
A 11
+00.00,
EL. 532.18
BE
GI
N
PO
AT
EL. 496.08'
B MREX30DC STA 44+46.45,
C POAT STA 15+67.24=
EL. 499.90'
C PIH635 STA 971+20.35,
C POAT STA 17+35.62=
EL. 495.77'
B MRWE30DC STA 42+27.82,
C POAT STA 19+15.14= 20'2"
MI
N.
CL
R.
STA 19+30END BRIDGE
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PO
AT
ST
A 23
+00.00,
EL. 524.07'
EN
D
PO
AT
15+0010+00 20+00 30+0025+00
480
490
500
510
520
530
540
550
560
570
580
534.1
533.9
532.6
531.8
531.3
531.7
534.5
527.9
517.3
518.6
522.9
540.9
539.3
538.8
538.1
539.2
541.4
542.6
543.5
544.1
546.1
EXI
ST
EL.
480
490
500
510
520
530
540
550
560
570
580
PGAL - PROPOSED GALLOWAY AVENUE (40 MPH)
L
L
L
L
L
L
L
L
L
L
L
L
L
L
PR
OP
PG
AL
PG
L
EL. 540.17'
B PWB635FR-B STA 989+55.25,
C PGAL STA 21+43.37=
EL. 510.97'
B PEB635GP STA 981+74.28,
C PGAL STA 17+21.65=
EL. 512.36'
B PWB635GP STA 984+16.01,
C PGAL STA 18+67.85=
EL. 512.73'
C PIH635 STA 983+56.95,
C PGAL STA 17+95.34=
EL. 511.33'
B PDW30N635 STA 16+97.85,
C PGAL STA 20+26.85=
STA = 14+85.00
EL = 530.03
(-)0.85% (+)4.0
0%
L = 320.00
K = 66
ex = 1.94'
STA = 18+60.00
EL = 545.03
(+)4.0
0% (-)1.71%
L = 300.00
K = 53
ex = -2.14'
STA = 23+25.00
EL = 537.06
(-)1.71% (+)1.25%
L = 200.00
K = 67
ex = 0.74'
VP
C
ST
A 13
+25.00
EL
=531.39
VP
T
ST
A 16
+45.00
EL
=536.43
VP
C
ST
A 17
+10.00
EL
=539.03
VP
C
ST
A 22
+25.00
EL
=538.77
VP
T
ST
A 24
+25.00
EL
=538.31
532.45
531.60
531.17
532.22
534.78
538.63
541.85
543.19
542.62
540.91
539.20
537.90
538.04
539.25
EL. 505.93'
B MREX30DC STA 52+91.03,
C PGAL STA 15+12.62=
17'3"
MI
N.
CL
R.
18'6"
MI
N.
CL
R.
EL
=542.46
VP
T
ST
A 20
+10.00
STA 20+93END BRIDGE
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PG
AL
ST
A 25
+09.14,
EL. 539.36'
EN
D
PG
AL
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PG
AL
ST
A 11
+11.76,
EL. 533.20'
BE
GI
N
PG
AL
EL. 531.33'
B PEB635FR STA 976+84.77,
C PGAL STA 14+31.90=
15+0010+00 20+00
500
510
520
530
540
550
560
570
580
590
L
L
L
L
L
L
EXI
ST
EL.
EL. 526.25'
B PEB30FR-1 STA 50+41.44,
C PGUS STA 14+59.92=
EL. 524.32'
B PWB30FR-1 STA 46+51.66,
C PGUS STA 17+71.00=
490
PR
OP
PG
AL
PG
L
STA = 11+75.00
EL = 529.11
(+)2.0
0% (-)1.00%
L = 150.00
K = 50
ex = -0.56'
STA = 15+35.00
EL = 525.50
(-)1.00% (-)0.50%
L = 120.00
K = 240
ex = 0.08'
STA = 19+00.00
EL = 523.68
(-)0.50% (+)0.60%
L = 120.00
K = 109
ex = 0.17'
STA = 21+00.00
EL = 524.88
(+)0.60% (-)2.68%
L = 150.00
K = 46
ex = -0.61'
VP
C
ST
A 11
+00.00
EL
=527.61
VP
T
ST
A 12
+50.00
EL
=528.35
VP
C
ST
A 14
+75.00
EL
=526.10
VP
T
ST
A 15
+95.00
EL
=525.20
VP
C
ST
A 18
+40.00
EL
=523.98
VP
T
ST
A 19
+60.00
EL
=524.04
VP
C
ST
A 20
+25.00
EL
=524.43
VP
T
ST
A 21
+75.00
EL
=522.88
525.61
527.61
528.61
527.85
526.85
525.87
525.18
524.68
524.18
523.84
524.28
524.27
522.21
500
510
520
530
540
550
560
570
580
590
490
PROP PGUS PGL
(40 MPH)PGUS - PROPOSED GUS THOMASSON ROAD
L
L
EL. 552.36'
B PEB30GP STA 59+40.87,
C PGUS STA 15+84.20=
L
L
EL. 551.82'
B PWB30GP STA 59+27.65,
C PGUS STA 16+39.25=
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PG
US
ST
A 8
+90.65,
EL. 523.42
BE
GI
N
PG
US
EL. 552.39'
C PIH30 STA 59+33.82,
C PGUS STA 16+11.73=
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PG
US
ST
A 25
+28.65,
EL. 513.42
EN
D
PG
US
524.5
526.1
528.5
533.5
539.4
544.5
525.6
527.0
526.4
544.9
540.0
534.0
528.0
523.2
520.0
514.18
516.86
519.53
523.61
MI
N.
CL
R.
18'8"
MI
N.
CL
R.
19'11"
15+0010+00 20+00
530
540
550
560
570
580
590
610
620
EXI
ST
EL.
L
L
L
L
L
L
L
L
L
EL. 546.57'
B PEB30FR-2A STA 23+64.03,
C PGAL-2 STA 13+58.24=
EL. 553.70'
C PIH30 STA 113+14.05,
C PGAL-2 STA 15+72.32=
EL. 549.01'
B PDN635E30 STA 30+16.38,
C PGAL-2 STA 14+00.00=
EL. 549.71'
B PDW30N635 STA 52+93.58,
C PGAL-2 STA 16+89.26=
L
L
EL. 558.67'
B PEB30FR-1 STA 105+21.73,
C PGAL-2 STA 11+01.70=
19'11"
MI
N.
CL
R.
600
PR
OP
PG
AL-2
PG
L
530
540
550
560
570
580
590
610
620
600
520520
L MA
TC
H
EXI
STI
NG
GR
OU
ND
EL. 558.26
C
PG
AL
ST
A 21
+20.00,
EN
D
PG
AL-2
AVENUE OVER IH 30PGAL-2 - PROPOSED GALLOWAY
L
L
EL. 551.76'
B PEB30GP STA 113+18.49,
C PGAL-2 STA 15+46.25= L
L
EL. 551.96'
B PWB30GP STA 113+06.78,
C PGAL-2 STA 15+87.68=
STA 18+28END BRIDGE
MATCH EXISTING GROUND
C PGAL STA 10+01.00, EL. 554.27
BEGIN PGAL-2
549.6
551.4
554.7
558.5
564.4
570.1
562.5
553.0
553.4
551.6
572.3
567.6
562.8
559.4
556.9
L
EL. 561.77'
B PWB30FR-1 STA 100+06.88,
C PGAL-2 STA 20+14.00=
L
L
L
EL. 550.12'
B PWB30FR-2B STA 20+58.88,
C PGAL-2 STA 17+27.83=
5.50' BRIDGE DEPTHTX-54 GIRDER
STA = 10+90.00
EL = 557.83(+)4.0
0% (+)5.5
0%
L = 150.00
K = 100
ex = 0.28'
STA = 14+10.00
EL = 575.43
(+)5.5
0% (+)1.
35%
L = 200.00
K = 48
ex = -1.04'
STA = 16+65.00
EL = 578.87
(+)1.35% (-)4.96%
L = 300.00
K = 48
ex = -2.37'
STA = 20+40.00
EL = 560.26
(-)4.96% (-)2.50%
L = 160.00
K = 65
ex = 0.49'
VP
T
ST
A 11
+65.00
EL
=561.96
VP
C
ST
A 13
+10.00
EL
=569.93
VP
T
ST
A 15
+10.00
EL
=576.78
VP
C
ST
A 15
+15.00
EL
=576.85
558.59
563.88
569.38
574.04
576.64
577.24
575.74
572.15
567.21
562.36
558.79
EL
=554.83
VP
C
ST
A 10
+15.00
EL
=571.43
VP
T
ST
A 18
+15.00
EL
=564.23
VP
C
ST
A 19
+60.00
EL
=558.26
VP
T
ST
A 21
+20.00
20'2"
MI
N.
CL
R.
19'6"
MI
N.
CL
R.
20'11"
MI
N.
CL
R.
18'10"
MI
N.
CL
R.
3:1
STA 13+16BEGIN BRIDGE
6.20' BRIDGE DEPTHTX-62 GIRDER
5.50' BRIDGE DEPTHTX-54 GIRDER
10+00 15+00 20+0015+00 20+00
550
560
570
580
590
600
610
620
630
530
540
530
550
560
570
540
580
590
600
610
620
630
10+00
L
L
EL. 552.63'
B PEB635GP STA 552+11.41,
C PFOR-U2 STA 11+93.26=
L
L
EL. 553.59'
C PIH635 STA 552+99.48,
C PFOR-U2 STA 12+84.08=
L
L
EL. 552.05'
B PWB635GP STA 553+79.96,
C PFOR-U2 STA 13+83.17=
20'11"
MI
N.
CL
R.
PEB635FR STA 549+96.48, 30.57' LT
STA 10+07.03, EL 578.24=
BEGIN PFOR-U2 PGL
PWB635FR-A STA 556+64.53, 41.78' RT
STA 15+37.22, EL 577.70=
END PFOR-U2 PGL
WESTBOUND TURNAROUND (15 MPH)PFOR-U2 - PROPOSED FOREST LN
STA = 10+35.00
EL = 579.01
(+)2.7
5%
(+)5.0
0%
L = 50.00
K = 22
ex = 0.14'
STA = 11+15.00
EL = 583.01
(-)0.53%
L = 50.00
K = 9
ex = -0.35'
STA = 11+95.00
EL = 582.59
L = 100.00
K = 82
ex = -0.15'
STA = 14+15.00
EL = 578.74
(-)1.75% (-)0.35%
L = 60.00
K = 43
ex = 0.10'
STA = 15+00.00
EL = 578.44
(-)2.00%
L = 60.00
K = 36
ex = -0.12'
VP
T
ST
A 10
+60.00
EL
=580.26
VP
C
ST
A 13
+85.00
EL
=579.27
VP
T
ST
A 14
+45.00
EL
=578.64
582.20
582.38
580.75
579.03
578.32
EL
=578.32
VP
C
ST
A 10
+10.00
EL
=581.71
VP
T
ST
A 12
+45.00
EL
=578.55
VP
C
ST
A 14
+70.00
EL
=577.84
VP
T
ST
A 15
+30.00
EL
=581.76
VP
C
ST
A 10
+90.00
EL
=582.88
VP
T
ST
A 11
+40.00
EL
=582.85
VP
C
ST
A 11
+45.00
PFOR-U2 PGLEX GROUND AT
STA 10+70.39
BEGIN BRIDGESTA 15+25.81
END BRIDGE
9.5' BRIDGE DEPTH
STEEL I-GIRDER
579.7
578.0
557.0
557.3
555.8
578.7
10+00 15+00 20+00
550
560
570
580
590
600
610
620
630
640
650
550
560
570
580
590
600
610
620
630
640
650
10+00
583.9
L
L
L
L
L
L L
L
L
L
EL. 578.59'
B PBEFRROY STA 19+14.34,
C PROY-U1 STA 10+42.07=
EL. 580.61'
B PEB635GP STA 632+02.43,
C PROY-U1 STA 11+43.96=
EL. 583.54'
C PIH635 STA 634+80.53,
C PROY-U1 STA 12+18.65=
EL. 581.69'
B PBWFRROY STA 18+51.52,
C PROY-U1 STA 14+25.15=
EL. 582.55'
B PWB635GP STA 635+73.41,
C PROY-U1 STA 13+28.92=
17'4"
MI
N.
CL
R.
17'6"
MI
N.
CL
R.
18'7"
MI
N.
CL
R.
PEB635FR STA 631+14.20, 41.81' LT
STA 10+09.63, EL 603.08=
BEGIN PROY-U1 PGL
PWB635FR-A STA 638+30.64, 30.92' RT
STA 14+57.95, EL 607.35=
END PROY-U1 PGL
PROY-U1 PGLEX GROUND AT
17'0"
MI
N.
CL
R.
16'8"
MI
N.
CL
R.
EASTBOUND TURNAROUND (15 MPH)PROY-U1 - PROPOSED ROYAL LN
STA = 10+35.00
EL = 603.65
STA = 13+40.00
EL = 609.44
L = 150.00
K = 41
ex = -0.69'
VP
T
ST
A 14
+15.00
EL
=608.11
604.88
606.78
608.53
608.35
(+)2.2
4% (+)1.
90%
(+)1.90% (-)1.77%
VP
C
ST
A 12
+65.00
EL
=608.01
7.5' BRIDGE DEPTH
STEEL I-GIRDER
6.0' BRIDGE DEPTH
STEEL I-GIRDER
601.6
582.6
583.9
603.9
608.1
STA 14+34.66
END BRIDGE
STA 10+30.14
BEGIN BRIDGE
10+00 15+00 20+00550
560
570
580
590
600
610
620
630
640
650
550
560
570
580
590
600
610
620
630
640
650
10+00
L
L
EL. 580.91'
B PBEFRROY STA 20+78.22,
C PROY-U2 STA 10+42.07=
L
L
EL. 585.85'
B PEB635GP STA 635+51.93,
C PROY-U2 STA 11+43.96=
L
L
EL. 585.42'
C PIH635 STA 636+33.77,
C PROY-U2 STA 12+18.65= L
L
EL. 584.44'
B PWB635GP STA 637+25.67,
C PROY-U2 STA 13+28.92=
EL. 583.06'
B PBWFRROY STA 20+29.74,
C PROY-U2 STA 14+25.15=
L
L
18'0"
MI
N.
CL
R.
17'3"
MI
N.
CL
R.
16'8"
MI
N.
CL
R.
19'6"
MI
N.
CL
R.
PEB635FR STA 633+14.32, 31.03' LT
STA 10+07.42, EL 606.84=
BEGIN PROY-U2 PGL PWB635FR-A STA 640+28.55, 41.60' RT
STA 14+61.60, EL 610.29=
END PROY-U2 PGL
PROY-U2 PGLEX GROUND AT
18'11"
MI
N.
CL
R.
STA 14+61.60
END BRIDGE
STA 10+43.04
BEGIN BRIDGE
WESTBOUND TURNAROUND (15 MPH)PROY-U2 - PROPOSED ROYAL LN
STA = 10+30.00
EL = 606.67
(-)0.74% (+)1.90%
L = 40.00
K = 15
ex = 0.13'
STA = 12+60.00
EL = 611.04
(+)1.90%
(-)0.68%
L = 120.00
K = 46
ex = -0.39'
STA = 13+70.00
EL = 610.29
(+)0.34%
L = 90.00
K = 88
ex = 0.12'
STA = 14+25.00
EL = 610.48
L = 20.00
K = 15
ex = -0.03'
STA = 14+50.00
EL = 610.22
(-)1.02%
(+)0.57%
L = 20.00
K = 13
ex = 0.04'
VP
T
ST
A 10
+50.00
EL
=607.05
VP
C
ST
A 13
+25.00
EL
=610.60
VP
T
ST
A 14
+15.00
EL
=610.44
VP
C
ST
A 14
+40.00
EL
=610.33
VP
T
ST
A 14
+60.00
EL
=610.28
608.00
609.90
610.73
610.41
EL
=606.82
VP
C
ST
A 10
+10.00
EL
=609.90
VP
C
ST
A 12
+00.00
EL
=610.63
VP
T
ST
A 13
+20.00
EL
=610.44
VP
C
ST
A 14
+15.00
EL
=610.38
VP
T
ST
A 14
+35.00
6.0' BRIDGE DEPTH
STEEL I-GIRDER
7.5' BRIDGE DEPTH
STEEL I-GIRDER
604.3
584.4
586.4
596.6
608.6
10+00 15+00 20+00
550
560
570
580
590
600
610
620
630
530
540
STA = 13+10.00
EL = 584.97
(+)0.70% (-)0.85%
L = 100.00
K = 64
ex = -0.19'
VP
C
ST
A 12
+60.00
EL
=584.62
VP
T
ST
A 13
+60.00
EL
=584.54
583.50
584.20
584.78
10+00
581.2
604.8
605.6
591.7
550
560
570
580
590
600
610
620
630
530
540
L
L
L
L
L
L
EL. 613.26'
C PIH635 STA 682+17.93,
C PPLA-U1 STA 11+95.92=
EL. 611.97'
B PWB635GP STA 681+96.72,
C PPLA-U1 STA 12+56.59=
EL. 610.97'
B PEB635GP STA 682+61.74,
C PPLA-U1 STA 10+96.81=
23'6"
MI
N.
CL
R.
PWB635FR-A STA 683+21.49, 31.98' RT
STA 13+65.28, EL 584.50=
END PPLA-U1 PGL
PEB635FR STA 681+05.15, 41.55' LT
STA 10+07.01, EL 582.85=
BEGIN PPLA-U1 PGL
PPLA-U1 PGLEX GROUND AT
EASTBOUND TURNAROUND (15 MPH)PPLA-U1 - PROPOSED PLANO RD
10+00 15+00 20+00
550
560
570
580
590
600
610
620
630
530
540
550
560
570
580
590
600
610
620
630
530
540
10+00
578.5
596.1
603.4
594.1
STA = 10+70.00
EL = 583.67
(+)1.35%
L = 60.00
K = 22
ex = -0.20'
STA = 11+35.00
EL = 582.81
(-)1.33% (+)0.50%
L = 60.00
K = 33
ex = 0.14'
STA = 12+40.00
EL = 583.33
(+)2.0
0%
L = 80.00
K = 53
ex = 0.15'
STA = 13+25.00
EL = 585.04
(-)1.00%
L = 80.00
K = 27
ex = -0.30'
VP
C
ST
A 10
+40.00
EL
=583.27
VP
T
ST
A 11
+00.00
EL
=583.27
VP
C
ST
A 12
+85.00
EL
=584.24
VP
T
ST
A 13
+65.00
EL
=584.64
583.27
583.13
584.49
L
L
EL. 608.92'
B PEB635GP STA 684+48.68,
C PPLA-U2 STA 11+16.30=
L
L
EL. 611.84'
C PIH635 STA 684+04.59,
C PPLA-U2 STA 12+15.54=
L
L
EL. 610.93'
B PWB635GP STA 683+83.48,
C PPLA-U2 STA 12+76.15=
EL
=583.21
VP
C
ST
A 11
+05.00
EL
=582.96
VP
T
ST
A 11
+65.00
EL
=583.13
VP
C
ST
A 12
+00.00
EL
=584.14
VP
T
ST
A 12
+80.00
22'9"
MI
N.
CL
R.
PEB635FR STA 683+57.60, 32.02' LT
STA 10+07.69, EL 582.83=
BEGIN PPLA-U2 PGL
PWB635FR-A STA 685+70.76, 41.50' RT
STA 13+65.57, EL 584.63=
END PPLA-U2 PGLPPLA-U2 PGL
EX GROUND AT
EASTBOUND TURNAROUND (15 MPH)PPLA-U2 - PROPOSED PLANO RD
15+00 20+0010+00 15+00 20+00
550560
570
580
590
600
610
620
630
640
650
560
570
580
590
600
610
620
630
640
650
STA = 10+80.00
EL = 594.85
(+)1.00% (+)0.37%
L = 100.00
K = 158
ex = -0.08'
STA = 14+20.00
EL = 596.09
(+)0.37% (-)1.04%
L = 180.00
K = 128
ex = -0.32'
VP
C
ST
A 10
+30.00
EL
=594.35
VP
T
ST
A 11
+30.00
EL
=595.03
VP
C
ST
A 13
+30.00
EL
=595.76
VP
T
ST
A 15
+10.00
EL
=595.16
594.90
595.29
595.66
595.83
595.26
10+00
L
L
L
LL
L
L
L
20'7"
MI
N.
CL
R.
22'2"
MI
N.
CL
R.
20'11"
MI
N.
CL
R.
EL. 622.86'
B MRWENWH STA 23+47.75,
C PJUP-U1 STA 12+73.68=
EL. 622.33'
B PWB635GP STA 747+91.82,
C PJUP-U1 STA 13+30.66=
EL. 624.85'
C PIH635 STA 748+71.15,
C PJUP-U1 STA 11+82.93=
EL. 624.45'
B PEB635GP STA 749+01.69,
C PJUP-U1 STA 11+09.23=
PEB635FR STA 747+25.89, 52.54' LT
STA 10+06.85, EL 594.12=
BEGIN PJUP-U1 PGL
PWB635FR-A STA 748+58.54, 31.17' RT
STA 15+11.71, EL 595.14=
END PJUP-U1 PGL
PJUP-U1 PGLEX GROUND AT
RD EASTBOUND TURNAROUND (15 MPH)PJUP-U1 - PROPOSED JUPITER RD
588.1
612.3
617.0
615.6
597.4
594.6
15+00 20+0010+00 20+00
550
560
570
580
590
600
610
620
630
530
540
550
560
570
580
590
600
610
620
630
530
540
STA = 10+50.00
EL = 579.15
(-)1.09% (+)1.10%
L = 80.00
K = 36
ex = 0.22'
STA = 11+00.00
EL = 579.70
(+)0.37%
STA = 13+75.00
EL = 580.73
(+)0.37% (+)1.71%
L = 80.00
K = 60
ex = 0.13'
STA = 14+60.00
EL = 582.18
(+)0.14%
L = 80.00
K = 51
ex = -0.16'
VP
C
ST
A 14
+20.00
EL
=581.49
VP
T
ST
A 15
+00.00
EL
=582.23
579.70
580.07
580.45
581.17
582.23
10+00
LL
L
LL
L
L
L
EL. 609.76'
C PIH635 STA 726+33.40,
C PKIN-U1 STA 12+96.65=
EL. 607.46'
B PEB635GP STA 725+41.00,
C PKIN-U1 STA 12+07.41=
EL. 610.08'
B PWB635GP STA 727+18.30,
C PKIN-U1 STA 13+84.74=
PWB635FR-A STA 729+11.43, 30.51' RT
STA 15+05.13, EL 582.24=
END PKIN-U1 PGL
PEB635FR STA 722+28.72, 41.66' LT
STA 10+07.44, EL 579.61=
BEGIN PKIN-U1 PGL
EL
=579.58
VP
C
ST
A 10
+10.00
EL
=580.58
VP
C
ST
A 13
+35.00
EL
=581.41
VP
T
ST
A 14
+15.00
EL
=579.59
VP
T
ST
A 10
+90.00
PKIN-U1 PGLEX GROUND AT
17'5"
MI
N.
CL
R.
17'10"
MI
N.
CL
R.
RD EASTBOUND TURNAROUND (15 MPH)PKIN-U1 - PROPOSED KINGSLEY RD
577.3
579.6
593.9
597.1
598.1
577.4
15+00 20+0010+00 20+00
550
560
570
580
590
600
610
620
630
540
550
560
570
580
590
600
610
620
630
540
STA = 10+35.00
EL = 577.21
(-)1.27% (+)0.38%
L = 50.00
K = 30
ex = 0.10'
STA = 11+90.00
EL = 577.80
(+)0.38% (+)2.0
5%
L = 120.00
K = 72
ex = 0.25'
STA = 14+95.00
EL = 584.05
(+)2.0
5% (-)0.75%
L = 50.00
K = 18
ex = -0.18'
VP
C
ST
A 10
+10.00
EL
=577.53
VP
T
ST
A 10
+60.00
EL
=577.30
VP
C
ST
A 14
+70.00
EL
=583.54
VP
T
ST
A 15
+20.00
EL
=583.86
577.45
578.18
580.05
582.10
583.90
10+00
LL
L
EL. 608.62'
B PEB635GP STA 728+62.42,
C PKIN-U2 STA 11+91.60=
L
L
L
EL. 609.26'
C PIH635 STA 729+47.37,
C PKIN-U2 STA 12+80.73=
L
L
EL. 611.21'
B PWB635GP STA 730+33.22,
C PKIN-U2 STA 13+69.34=
20'1"
MI
N.
CL
R.
EL
=577.57
VP
C
ST
A 11
+30.00
EL
=579.03
VP
T
ST
A 12
+50.00
PWB635FR-A STA 733+47.44, 41.77' RT
STA 15+24.14, EL 583.83=
END PKIN-U2 PGL
PEB635FR STA 726+70.23, 30.49' LT
STA 10+06.45, EL 577.57=
BEGIN PKIN-U2 PGL
PKIN-U2 PGLEX GROUND AT
22'3"
MI
N.
CL
R.
WESTBOUND TURNAROUND (15 MPH)PKIN-U2 - PROPOSED KINGSLEY RD
640640
570.1
574.8
600.2
601.4
601.2
597.2
15+00 20+0010+00 15+00 20+00550
560
570
580
590
600
610
620
630
640
650
550
560
570
580
590
600
610
620
630
640
650
STA = 10+45.00
EL = 596.69
(-)0.50% (+)0.37%
L = 50.00
K = 58
ex = 0.05'
STA = 14+20.00
EL = 598.06
(+)0.37%
L = 50.00
K = 66
ex = -0.05'
STA = 14+75.00
EL = 597.84
(-)0.40% (+)1.63%
L = 60.00
K = 30
ex = 0.15'
VP
C
ST
A 10
+20.00
EL
=596.82
VP
T
ST
A 10
+70.00
EL
=596.78
VP
C
ST
A 13
+95.00
EL
=597.97
VP
T
ST
A 14
+45.00
EL
=597.96
596.89
597.26
597.62
597.99
598.26
10+00
L
L
EL. 623.69'
B PEB635GP STA 751+72.15,
C PJUP-U2 STA 11+85.26=
L
L
EL. 623.90'
C PIH635 STA 751+40.46,
C PJUP-U2 STA 12+59.75= L
L
EL. 622.91'
B MRWENWH STA 26+16.39,
C PJUP-U2 STA 13+51.43=
L
EL. 622.84'
B PWB635GP STA 750+70.29,
C PJUP-U2 STA 13+94.96= L
19'2"
MI
N.
CL
R.
19'3"
MI
N.
CL
R.
19'2"
MI
N.
CL
R.
EL
=597.96
VP
C
ST
A 14
+45.00
EL
=598.33
VP
T
ST
A 15
+05.00
PWB635FR-A STA 752+81.37, 41.48' RT
STA 15+12.21, EL 598.45=
END PJUP-U2 PGL
PEB635FR STA 751+35.88, 42.17' LT
STA 10+15.08, EL 596.84=
BEGIN PJUP-U2 PGL
PJUP-U2 PGLEX GROUND AT
WESTBOUND TURNAROUND (15 MPH)PJUP-U2 - PROPOSED JUPITER RD
592.1
599.4
616.2
617.8
616.4
596.1
10+00 15+00 20+00
470
480
490
500
510
520
530
540
550
460
560
499.0
508.8
510.1
EXI
ST
EL.
L
L
L
L
L
L
WESTBOUND TURNAROUND (15 MPH)PLPD-U2 - PROPOSED LA PRADA DR
AT PLPD-U2 PGLEX GROUND
PROP PLPD-U2 PGL
470
480
490
500
510
520
530
540
550
460
560
PG
L
PL
PD-
U2
PR
OP
MI
N.
CL
R.
18'10"
EL. 533.22'
B PEB635GP STA 939+82.32,
B PLPD-U2 STA 11+41.24=
EL. 527.90'
C PIH635 STA 939+93.84,
B PLPD-U2 STA 12+17.03=
EL. 528.66'
B PWB635GP STA 940+09.54,
B PLPD-U2 STA 12+99.62=
PEB635FR STA 938+18.76, 33.21' LT
STA 10+11.38, EL. 506.84=
BEGIN PLPD-U2 PGL
STA = 10+55.00
EL = 506.29
(-)1.27%
L = 80.00
K = 46
ex = -0.17'
STA = 11+80.00
EL = 502.54
(-)3.00% (+)0.88%
L = 150.00
K = 39
ex = 0.73'
STA = 13+30.00
EL = 503.85
(-)1.66%
L = 100.00
K = 39
ex = -0.32'
VP
C
ST
A 10
+15.00
EL
=506.79
VP
T
ST
A 10
+95.00
EL
=505.09
VP
C
ST
A 12
+80.00
EL
=503.41
VP
T
ST
A 13
+80.00
EL
=503.02
504.94
503.10
503.54
EL
=504.79
VP
C
ST
A 11
+05.00
EL
=503.19
VP
T
ST
A 12
+55.00
19'2"
MI
N.
CL
R.
19'10"
MI
N.
CL
R.
PWB635FR-B STA 942+87.79, 41.54' RT
STA 13+90.98, EL. 502.84=
END PLPD-U2 PGL
10+00 15+00 20+00
510
520
530
540
550
560
570
580
590
600
620
569.7
570.5
553.8
EXI
ST
EL.
PR
OP
PC
EN-
U1
PG
L
PROP PCEN-U1 PGL
L
L L
L
L
L
RD EASTBOUND TURNAROUND (15 MPH)PCEN-U1 - PROPOSED CENTERVILLE
17'7"
MI
N.
CL
R.
510
520
530
540
550
560
570
580
590
600
620
EL. 577.45'
B PEB635GP STA 876+00.51,
B PCEN-U1 STA 11+10.15=
EL. 578.72'
C PIH635 STA 876+20.30,
B PCEN-U1 STA 11+61.64=
EL. 580.28'
B PWB635GP STA 876+43.41,
B PCEN-U1 STA 12+13.13=
PEB635FR STA 874+04.44, 52.69' LT
STA 10+08.11, EL. 549.97=
BEGIN PCEN-U1 PGL
PWB635FR-A STA 878+14.56, 42.67' RT
STA 13+43.61, EL. 556.46=
END PCEN-U1 PGL
STA = 10+35.00
EL = 549.83
(-)0.52%
L = 50.00
K = 20
ex = 0.16'
STA = 12+15.00
EL = 553.43
(+)2.0
0%
L = 120.00
K = 135
ex = 0.13'
STA = 13+15.00
EL = 556.32
(+)2.8
9% (+)0.50%
L = 50.00
K = 21
ex = -0.15'
VP
C
ST
A 12
+90.00
EL
=555.60
VP
T
ST
A 13
+40.00
EL
=556.44
551.13
553.20
555.86
EL
=549.96
VP
C
ST
A 10
+10.00
EL
=550.33
VP
T
ST
A 10
+60.00
EL
=552.23
VP
C
ST
A 11
+55.00
VP
T
ST
A 12
+75.00
EL
=555.16
MI
N.
CL
R.
18'10"
10+00 15+00 20+00
510
520
530
540
550
560
570
580
590
600
610
EXI
ST
EL.
PR
OP
PC
EN-
U2
PG
L
PROP PCEN-U2 PGL
L
L
L
L
L
L
RD WESTBOUND TURNAROUND (15 MPH)PCEN-U2 - PROPOSED CENTERVILLE
18'9"
MI
N.
CL
R.
510
520
530
540
550
560
570
580
590
600
610
EL. 575.11'
B PEB635GP STA 877+90.18,
B PCEN-U2 STA 11+28.75=
EL. 576.38'
C PIH635 STA 878+09.96,
B PCEN-U2 STA 11+80.15=
EL. 580.68'
B PWB635GP STA 878+33.20,
B PCEN-U2 STA 12+32.67=
PEB635FR STA 876+72.40, 30.63' LT
STA 10+07.54, EL. 547.43=
BEGIN PCEN-U2 PGL
PWB635FR-B STA 878+14.56, 42.67' RT
STA 13+21.22, EL. 557.10=
END PCEN-U2 PGL
17'7"
MI
N.
CL
R.
548.3
571.1
570.9
556.7
STA = 10+40.00
EL = 547.30
(-)0.39%
(+)2.8
2%
L = 60.00
K = 19
ex = 0.24'
STA = 12+30.00
EL = 552.66
(+)5.7
4%
L = 50.00
K = 17
ex = 0.18'
STA = 13+00.00
EL = 556.68
(+)1.9
7%
L = 40.00
K = 11
ex = -0.19'
VP
C
ST
A 12
+80.00
EL
=555.53
VP
T
ST
A 13
+20.00
EL
=557.08
549.00
551.82
556.49
EL
=547.42
VP
C
ST
A 10
+10.00
EL
=548.15
VP
T
ST
A 10
+70.00
EL
=551.96
VP
C
ST
A 12
+05.00
EL
=554.10
VP
T
ST
A 12
+55.00
10+00 15+00 20+00
470
480
490
500
510
520
530
540
550
460
560
504.5
508.8
511.4
EXI
ST
EL.
L
L
L
L
L
L
EASTBOUND TURNAROUND (15 MPH)PLPD-U1 - PROPOSED LA PRADA DR
PGLPROP PLPD-U1
18'2"
MI
N.
CL
R.
470
480
490
500
510
520
530
540
550
460
560
PEB635FR STA 935+82.65, 41.67' LT
STA 10+07.90, EL. 504.13=
BEGIN PLPD-U1 PGL
EL. 530.78'
B PEB635GP STA 938+28.77,
B PLPD-U1 STA 11+14.06=
EL. 527.05'
B PWB635GP STA 938+58.81,
B PLPD-U1 STA 12+64.54=
EL. 523.74'
C PIH635 STA 938+41.86,
B PLPD-U1 STA 11+86.00=
17'11"
MI
N.
CL
R.
PWB635FR-B STA 940+70.59, 29.69' RT
STA 13+71.94, EL. 506.92=
END PLPD-U1 PGL
STA = 10+35.00
EL = 503.96
(-)0.63%
L = 50.00
K = 21
ex = -0.15'
STA = 11+90.00
EL = 499.23
(-)3.05% (+)4.6
1%
L = 150.00
K = 20
ex = 1.44'
STA = 13+45.00
EL = 506.38
(+)2.0
0%
L = 50.00
K = 19
ex = -0.16'
VP
C
ST
A 10
+10.00
EL
=504.12
VP
T
ST
A 10
+60.00
EL
=503.20
VP
C
ST
A 13
+20.00
EL
=505.23
VP
T
ST
A 13
+70.00
EL
=506.88
501.97
500.77
504.30
EL
=501.52
VP
C
ST
A 11
+15.00
PL
PD-
U1
PG
LP
RO
P
VP
T
ST
A 12
+65.00
EL
=502.69
16'8"
MI
N.
CL
R.
TAYLOR H. PERRINE 116960 TAYLOR H. PERRINE 116960
23 23AT POAT PGLEX GROUND
7.50' BRIDGE DEPTHSTEEL I-GIRDER
AT PGAL PGLEX GROUND
PROP PGAL PGL
7.00' BRIDGE DEPTH TX-82 GIRDER
5.50' BRIDGE DEPTH TX-54 GIRDER
AT PGUS PGLEX GROUND
PROP PGAL-2 PGLAT PGAL-2 PGL
EX GROUND
AT PCEN-U1 PGLEX GROUND
AT PCEN-U2 PGL
EX GROUND
PGLAT PLPD-U1 EX GROUND
