DesignJET 5500 Color RTL.PLT, 200 SCALE, 16.7 X 121 ... 121 - Roll 9 … · BOWDEN BAILEY COLLEGE...
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Texas Department of Transportation R C 2011 MELISSA ANNA BLUE RIDGE DESERT LOCATION MAP EASTLINE RD. SH 121 BEGIN PROJECT BEGIN CSJ: 0549-03-018 BEGIN STA: 67+54.08 75 455 160 78 545 5 2862 2862 5 9/30/2011 L:\110071\140-10336-000\prod\Exhibits\121 CROSS STREETS FM455_200.dgn bsowels 8:30:17 AM 0 200 300 10 0 GRAPHIC SCALE (IN FEET) 20 30 HORZ VERT 100 9/30/2011 L:\110071\140-10336-000\prod\Exhibits\121 CROSS STREETS FM455_200.dgn bsowels 8:30:17 AM MELISSA ANNA BLUE RIDGE DESERT LOCATION MAP EASTLINE RD. SH 121 BEGIN PROJECT BEGIN CSJ: 0549-03-018 BEGIN STA: 67+54.08 END PROJECT END CSJ: 0549-03-021 END STA: 865+37.66 75 455 160 78 545 5 2862 2862 5 545 0 200 300 10 0 GRAPHIC SCALE (IN FEET) 20 30 HORZ VERT 100 CITY LIMIT CROSS STREETS BRIDGE WATER UTILITY 3"w SH 121 PAVEMENT LEGEND RETAINING WALL INDEX OF ROLLS INDEX OF ROLLS SH 121 CL STA 540+00 END CSJ: 0549-03-018 BEGIN CSJ: 0549-03-021 SH 121 CL STA 540+00 END CSJ: 0549-03-018 BEGIN CSJ: 0549-03-021 ROLL DESCRIPTION ROLL DESCRIPTION DRIVEWAYS CITY LIMIT CROSS STREETS BRIDGE WATER UTILITY 3"w SH 121 PAVEMENT LEGEND RETAINING WALL DRIVEWAYS NOTES: 1. MEDIAN OPENINGS ARE PRELIMINARY AND SUBJECT TO CHANGE. FINAL MEDIAN OPENING LOCATIONS TO BE DETERMINED DURING PS&E AND IN COORDINATION WITH THE CITIES OF MELISSA AND ANNA. 2. SOURCE OF TRAFFIC DATA: TEXAS DEPARTMENT OF TRANSPORTATION TRANSPORTATION, PROGRAMING AND PLANNING DIVISION MARCH 27, 2007 3. ALL URBAN SECTIONS WILL HAVE CONCRETE CURB AND GUTTER WITH BARRIER CURBS. NOTES: 1. MEDIAN OPENINGS ARE PRELIMINARY AND SUBJECT TO CHANGE. FINAL MEDIAN OPENING LOCATIONS TO BE DETERMINED DURING PS&E AND IN COORDINATION WITH THE CITIES OF MELISSA AND ANNA. 2. SOURCE OF TRAFFIC DATA: TEXAS DEPARTMENT OF TRANSPORTATION TRANSPORTATION, PROGRAMING AND PLANNING DIVISION MARCH 27, 2007 3. ALL URBAN SECTIONS WILL HAVE CONCRETE CURB AND GUTTER WITH BARRIER CURBS. Texas Department of Transportation R C 2011 EXISTING R.O.W. (ACCESS BY PERMIT ONLY) PROPERTY LINES PROPOSED R.O.W. (ACCESS BY PERMIT ONLY IN ACCORDANCE WITH TXDOT ACCESS CONTROL MANUAL) SH 121 CL OBLITERATE EXISTING ROADWAY EXISTING R.O.W. (ACCESS BY PERMIT ONLY) PROPERTY LINES PROPOSED R.O.W. (ACCESS BY PERMIT ONLY IN ACCORDANCE WITH TXDOT ACCESS CONTROL MANUAL) SH 121 CL OBLITERATE EXISTING ROADWAY X ROLL of 11 X ROLL of 11 These documents are not intended for Construction, Bidding or Permit Purposes. They were prepared by, or under the supervision of: NANCY D. MITCHELL, P.E. 79762 09/22/11 PROJECT MANAGER PE# DATE Lockwood, Andrews & Newnam, Inc. T.B.P.E. Firm # 2614 DESIGN ROADWAY LIMITS FUNCTIONAL CLASSIFICATION ADT DESIGN SPEED FROM TO 2012 2032 SH 121 (SUBURBAN) ARTERIAL 18800 29400 45 SH 121 (RURAL) ARTERIAL 13500 21000 70 SH 121 RAMPS RAMP NA NA 35 FM 2933 AT SH 121 COLLECTOR 1000 1600 40 455 N AT SH 121 ARTERIAL 1550 2250 40 455 S AT SH 121 COLLECTOR 500 700 40 E. HOUSTON ST (FM 2862) AT SH 121 COLLECTOR 1700 2700 50 SH 160 AT SH 121 ARTERIAL 4100 6600 50 N. McDonald Street (SH 5 SOUTH) AT SH 121 ARTERIAL 7300 11,300 40 MC KINNEY ST (SH 5 NORTH) AT SH 121 ARTERIAL 6400 9900 40 DENTON ST (FM 545) AT SH 121 COLLECTOR 4200 6500 30 COUNTY ROADS CR 418 AT SH 121 LOCAL 600 900 30 LANDFILL ENTRANCE AT SH 121 LOCAL NA NA 30 416 AT SH 121 LOCAL NA NA 30 419 AT SH 121 LOCAL 300 600 20 * 420 AT SH 121 LOCAL NA NA 20 * 475 AT SH 121 LOCAL 250 450 30 507(509) AT SH 121 LOCAL NA NA 20 * 424 / 513 AT SH 121 LOCAL NA NA 30 526 / 527 AT SH 121 LOCAL NA NA 20 * 528 / 581 AT SH 121 LOCAL NA NA 20 * 582 AT SH 121 LOCAL NA NA 20 * 936 AT SH 121 LOCAL NA NA 20 * 1002 AT SH 121 LOCAL NA NA 20 * COUNTY LINE RD AT SH 121 LOCAL 250 250 20 * EASTLINE RD AT SH 121 LOCAL 200 350 30 CITY STREETS FANNIN RD AT SH 121 COLLECTOR NA NA 30 BARTLETT RD AT SH 121 LOCAL NA NA 30 CREEKSIDE RD AT SH 121 LOCAL NA NA 30 BERRY RD AT SH 121 LOCAL 2600 4000 30 EASTWOOD RD AT SH 121 LOCAL NA NA 30 LILLIAN DR AT SH 121 LOCAL NA NA 30 NUGENT ST AT SH 121 LOCAL NA NA 30 LIBERTY WAY AT SH 121 LOCAL 900 1400 30 REDWOOD BLVD AT SH 121 LOCAL NA NA 30 * = UNPAVED COUNTY ROAD * = UNPAVED COUNTY ROAD DISPLACED STRUCTURE DISPLACED STRUCTURE + = FUTURE OUTER LOOP, BY OTHERS + = FUTURE OUTER LOOP, BY OTHERS Outer Loop + Outer Loop + Outer Loop + END PROJECT END CSJ: 0549-03-021 END STA: 865+37.66 STA 368+10.00 SH 5 STA 67+54.08 STA 368+10.00 STA 368+10.00 STA 865+37.66 CR 635 STA 865+37.66 CR 635 DESIGN ROADWAY LIMITS FUNCTIONAL CLASSIFICATION ADT DESIGN SPEED FROM TO 2012 2032 SH 121 (SUBURBAN) ARTERIAL 18800 29400 45 SH 121 (RURAL) ARTERIAL 13500 21000 70 SH 121 RAMPS RAMP NA NA 35 FM 2933 AT SH 121 COLLECTOR 1000 1600 40 455 N AT SH 121 ARTERIAL 1550 2250 40 455 S AT SH 121 COLLECTOR 500 700 40 E. HOUSTON ST (FM 2862) AT SH 121 COLLECTOR 1700 2700 50 SH 160 AT SH 121 ARTERIAL 4100 6600 50 N. McDonald Street (SH 5 SOUTH) AT SH 121 ARTERIAL 7300 11,300 40 MC KINNEY ST (SH 5 NORTH) AT SH 121 ARTERIAL 6400 9900 40 DENTON ST (FM 545) AT SH 121 COLLECTOR 4200 6500 30 COUNTY ROADS CR 418 AT SH 121 LOCAL 600 900 30 LANDFILL ENTRANCE AT SH 121 LOCAL NA NA 30 416 AT SH 121 LOCAL NA NA 30 419 AT SH 121 LOCAL 300 600 20 * 420 AT SH 121 LOCAL NA NA 20 * 475 AT SH 121 LOCAL 250 450 30 507(509) AT SH 121 LOCAL NA NA 20 * 424 / 513 AT SH 121 LOCAL NA NA 30 526 / 527 AT SH 121 LOCAL NA NA 20 * 528 / 581 AT SH 121 LOCAL NA NA 20 * 582 AT SH 121 LOCAL NA NA 20 * 936 AT SH 121 LOCAL NA NA 20 * 1002 AT SH 121 LOCAL NA NA 20 * COUNTY LINE RD AT SH 121 LOCAL 250 250 20 * EASTLINE RD AT SH 121 LOCAL 200 350 30 CITY STREETS FANNIN RD AT SH 121 COLLECTOR NA NA 30 BARTLETT RD AT SH 121 LOCAL NA NA 30 CREEKSIDE RD AT SH 121 LOCAL NA NA 30 BERRY RD AT SH 121 LOCAL 2600 4000 30 EASTWOOD RD AT SH 121 LOCAL NA NA 30 LILLIAN DR AT SH 121 LOCAL NA NA 30 NUGENT ST AT SH 121 LOCAL NA NA 30 LIBERTY WAY AT SH 121 LOCAL 900 1400 30 REDWOOD BLVD AT SH 121 LOCAL NA NA 30 Outer Loop + Outer Loop + Outer Loop + STA 368+10.00 SH 5 STA 67+54.08 STA 368+10.00 STA 368+10.00 STA 865+37.66 CR 635 STA 865+37.66 CR 635 1 SH 121 STA 67+54.08 TO STA. 187+00 2 SH 121 STA 187+00 TO STA. 327+00 3 SH 121 STA 327+00 TO STA. 467+00 4 SH 121 STA 467+00 TO STA. 607+00 5 SH 121 STA 607+00 TO STA. 747+00 6 SH 121 STA 747+00 TO CR 635 (FANNIN COUNTY LINE) 7 SH 121 STA 747+00 TO FANNIN COUNTY LINE (TRANSITION) 8 SH 5 AND FANNIN ROAD 9 FM 455 AND CONNECTING RAMPS 10 FM 2862 AND CONNECTING RAMPS 11 SH 160 AND CONNECTING RAMPS 1 SH 121 STA 67+54.08 TO STA. 187+00 2 SH 121 STA 187+00 TO STA. 327+00 3 SH 121 STA 327+00 TO STA. 467+00 4 SH 121 STA 467+00 TO STA. 607+00 5 SH 121 STA 607+00 TO STA. 747+00 6 SH 121 STA 747+00 TO CR 635 (FANNIN COUNTY LINE) 7 SH 121 STA 747+00 TO FANNIN COUNTY LINE (TRANSITION) 8 SH 5 AND FANNIN ROAD 9 FM 455 AND CONNECTING RAMPS 10 FM 2862 AND CONNECTING RAMPS 11 SH 160 AND CONNECTING RAMPS DALLAS DISTRICT WILLIAM HALE, P.E. DISTRICT ENGINEER SH 121 COLLIN COUNTY DESIGN SCHEMATIC SEPTEMBER 2011 FROM: SH 5 IN MELISSA TO: CR 635 (EAST LINE ROAD) BRIDGE REPLACEMENT AND HIGHWAY RECONSTRUCTION PROJECT LENGTH: 15.11 MILES (79784’) BRIDGE: 0.30 MILES (1560’) ROADWAY: 14.81 MILES (78224’) CSJ: 0549-03-018 (SH 5 to FM 455) CSJ: 0549-03-021 (FM 455 to CR 635/FANNIN COUNTY LINE) DALLAS DISTRICT WILLIAM HALE, P.E. DISTRICT ENGINEER SH 121 COLLIN COUNTY DESIGN SCHEMATIC SEPTEMBER 2011 FROM: SH 5 IN MELISSA TO: CR 635 (EAST LINE ROAD) BRIDGE REPLACEMENT AND HIGHWAY RECONSTRUCTION PROJECT LENGTH: 15.11 MILES (79784’) BRIDGE: 0.30 MILES (1560’) ROADWAY: 14.81 MILES (78224’) CSJ: 0549-03-018 (SH 5 to FM 455) CSJ: 0549-03-021 (FM 455 to CR 635/FANNIN COUNTY LINE) SH 121 NB SH 121 SB L L END BRIDGE C STA. 11+14.53 BEGIN BRIDGE C STA. 9+72.53 16.84’ CLEAR 10+00 600 610 620 630 640 650 FM 455 STA = 6+50.00 EL = 642.01’ L = 120.00’ K = 264 ex = 0.07’ STA = 9+50.00 EL = 646.54’ L = 330.00’ K = 86 ex = -1.59’ STA = 12+25.00 EL = 640.12’ L = 160.00’ K = 100 ex = 0.32’ VPC 5+90.00 EL. = 641.38’ VPT 7+10.00 EL. = 642.91’ VPC 7+85.00 EL. = 644.05’ VPT 11+15.00 EL. = 642.69’ VPC 11+45.00 EL. = 641.99’ VPT 13+05.00 EL. = 639.53’ 10+00 600 610 620 630 640 650 641.48 642.77 644.26 645.01 644.60 643.02 640.85 639.57 15+00 5+00 641.06 640.34 640.92 641.39 637.16 642.29 643.70 644.15 644.55 638.84 640.43 EXISTING GROUND C C L SH 121 STA 465+17.16 = L FM 455 STA 10+43.55 600 610 620 630 640 650 600 610 620 630 640 650 PROP PGL BEGIN CONST. STA. 5+00.00 MATCH EXIST PAVEMENT EL = 640.43 END CONST. STA. 14+00.00 EL = 638.84 MATCH FM 455 CSJ: 2845-01-015 SCHEMATIC BY OTHERS (+)1.0551% (+)1.5104% (-)2.3347% (-)0.7328% 60+00 65+00 Ramp SE455 60+00 65+00 600 610 620 630 640 650 RAMP SE455 644.10 644.25 644.10 644.09 644.06 644.06 643.90 644.00 643.62 EXISTING GROUND 600 610 620 630 640 650 600 610 620 630 640 650 SPLINE GRADE CONTROLLED BY SH 121 PGL C C L FM 455 STA 11+75.57 = L RAMP SE455 STA = 65+18.69 PROP PGL 642.35 639.99 637.20 634.99 633.83 633.71 634.63 636.36 638.44 640.91 (-)2.6400 % (+)1.7717 % (+)1.7717 % (+)2.5928 % EL = 637.03 BEGIN RAMP PROFILE STA.58+10.41 STA = 60+20.00 EL = 631.38’ ex = 2.34’ K = 96 L = 425.00’ VPC 58+07.50 EL. = 636.99’ VPT 62+32.50 EL. = 635.15’ STA = 63+75.00 EL = 637.67’ ex = 0.21’ K = 244 L = 200.00’ VPC 62+75.00 EL. = 635.90’ VPT 64+75.00 EL. = 640.26’ (+)2.0547% OBSCURED OBSCURED PIPE 117 628.65 S GATE S CULVERT CULVERT S S S S CULVERT S S GATE S CULVERT S OBSCURED PIPE OBSCURED S FUTURE FM 455 CR 475 WKG ENTERPRISES LTD POWELL M C SR SHERLEY PARTNERS LTD "W 2.5"W 2"W 2.5"W UNINCORPORATED CITY OF ANNA UNINCORPORATED UNINCORPORATED CITY OF ANNA CR 475 FM 455 80’ 195’ 160’ 460+00 465+00 470+00 475+00 N 50%%d 48’ 42.38" E POT 5+00.00 5+00 PC 5+36.04 PCC 8+61.95 10+00 15+00 PT 15+24.27 N 0%%d 15’ 24.90" E N 43%%d 16’ 51.70" E N 50%%d 48’ 42.38" E 60+00 65+00 60+00 65+00 N 50%%d 48’ 42.34" E N 55%%d 08’ 16.78" E 70+00 75+00 70+00 75+00 N 50%%d 48’ 42.34" E N 46%%d 22’ 50.09" E N 50%%d 48’ 42.38" E CL455-1 CL455-2 S GATE S CULVERT CULVERT CULVERT GATE CULVERT S OBSCURED PIPE S S 124 647.11 CULVERT CULVERT CULVERT CULVERT S GATE SLAB GATE TFP PIPE S FUTURE FM 455 CR 475 WKG ENTERPRISES LTD WKG ENTERPRISES LTD DZANSKI RICHARD WKG ENTERPRISES LTD BERA INCORPORATED HAGEN MARIANNE HAGEN MARIANNE 2.5"W 2.5"W 2.5"W 2"W UNINCORPORATED CITY OF ANNA UNINCORPORATED PROP. ROW CR 475 26’ 26’ 450’ ACCELERATION 600’ TAPER PROP ROW VARIES 91’ - 168’ 80’ 170’ 195’ 160’ 440+00 445+00 450+00 455+00 460+00 465+00 470+00 5+00 10+00 15+00 N 0%%d 15’ 24.90" E N 49%%d 39’ 57.63" E N 50%%d 22’ 20.82" E N 43%%d 16’ 51.70" E N 50%%d 48’ 42.38" E PI 46+00.00 50+00 PI 52+00.12 PC 54+71.95 55+00 PT 58+26.54 60+00 PC 60+48.10 PT 63+10.98 65+00 PC 47+00.00 50+00 PT 51+00.03 55+00 PC 59+99.34 60+00 PT 62+08.78 65+00 N 54%%d 48’ 42.38" E N 50%%d 48’ 42.34" E PC 68+96.42 70+00 N 50%%d 48’ 42.34" E \ SH 121 STA 465+17.16 = \ FM 455 STA 10+43.55 N 50%%d 48’ 42.38" E SE455-1 SE455-2 NX455-1 NX455-2 S GATE S CULVERT CULVERT CULVERT GATE CULVERT S OBSCURED PIPE S S 124 647.11 CULVERT CULVERT CULVERT CULVERT S GATE SLAB GATE TFP PIPE S FUTURE FM 455 CR 475 WKG ENTERPRISES LTD WKG ENTERPRISES LTD WKG ENTERPRISES LTD BERA INCORPORATED HAGEN MARIANNE HAGEN MARIANNE 2.5"W 2.5"W 2.5"W UNINCORPORATED CITY OF ANNA UNINCORPORATED PROP. ROW CR 475 445+00 450+00 455+00 460+00 465+00 470+00 5+00 10+00 15+00 N 0%%d 15’ 24.90" E N 49%%d 39’ 57.63" E N 50%%d 22’ 20.82" E N 43%%d 16’ 51.70" E N 50%%d 48’ 42.38" E PI 46+00.00 50+00 PI 52+00.12 PC 54+71.95 55+00 PT 58+26.54 60+00 PC 60+48.10 PT 63+10.98 65+00 PC 47+00.00 50+00 PT 51+00.03 55+00 PC 59+99.34 60+00 PT 62+08.78 65+00 N 54%%d 48’ 42.38" E N 50%%d 48’ 42.34" E 70+00 N 50%%d 48’ 42.34" E \ SH 121 STA 465+17.16 = \ FM 455 STA 10+43.55 N 50%%d 48’ 42.38" E SE455-1 SE455-2 NX455-1 NX455-2 55+00 60+00 65+00 600 610 620 630 640 650 RAMP NX455 646.93 645.78 644.12 643.24 642.61 642.53 642.21 642.64 642.60 642.37 642.37 642.08 641.83 641.89 641.88 641.45 641.04 630.76 630.22 EXISTING GROUND 600 610 620 630 640 650 SPLINE GRADE CONTROLLED BY SH 121 PGL C C L FM 455 STA 9+11.49 = L RAMP NX455 STA = 65+26.27 PROP PGL PROP PGL 647.24 646.53 645.43 644.30 643.17 642.04 640.92 640.32 640.54 641.05 641.57 642.08 642.97 644.52 (-)1.1300 % (-)1.1300 % (+)0.5135 % (+)0.5135 % BEGIN RAMP PROFILE STA. 53+87.83 EL = 645.57 VPC 63+00.00 EL. = 642.08’ VPT 64+50.00 EL. = 643.70’ END NX455 STA.65+26.27 EL = 645.03 END RAMP PROFILE VPI STA = 65+08.25 (+)2.0315% (+)1.6472% STA = 63+75.00 EL = 642.47’ ex = 0.21’ K = 132 L = 150.00’ STA = 58+85.00 EL = 639.95’ ex = 0.41’ K = 122 L = 200.00’ VPC 57+85.00 EL. = 641.08’ VPT 59+85.00 EL. = 640.46’ CULVERT OBSCURED S OBSCURED OBSCURED 122 582.10 S S S S S S S S S S S S S S GATE PIPES S S S S OBSCURED OBSCURED OBSCURED PIPE S S S S OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED TANK LP PIPE TFP 117 628.65 S GATE S CULVERT CULVERT S S S S S CULVERT S S S S S S GATE GATE S CULVERT S GATE PIPE WE 612.96 WE 612.96 OBSCURED OBSCURED OBSCURED OBSCURED PIPE OBSCURED OBSCURED FUTURE FM 455 CR 475 SISTER GROVE CREEK FM 455 POWELL M C SR SHERLEY PARTNERS LTD SHERLEY PARTNERS LTD WOMACK A E SHERLEY PARTNERS LTD WOMACK ALBERT CARTER SHERLEY PARTNERS LTD WOMACK ALBERT CARTER 2.5"W 2"W 2.5"W 2.5"W 2.5"W 2.5"W UNINCORPORATED CITY OF ANNA UNINCORPORATED UNINCORPORATED UNINCORPORATED CITY OF ANNA CITY OF ANNA UNINCORPORATED UNINCORPORATED CITY OF ANNA CITY OF ANNA CITY OF ANNA UNINCORPORATED UNINCORPORATED UNINCORPORATED UNINCORPORATED UNINCORPORATED EXIST. ROW EXIST. ROW EXIST. ROW PROP. ROW PROP. ROW PROP. ROW PROP. ROW FM 455 FM 455 SISTER GROVE CREEK 460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00 N 50%%d 48’ 42.38" E 5+00 10+00 15+00 N 43%%d 16’ 51.70" E N 50%%d 48’ 42.38" E PT 63+10.98 65+00 60+00 PT 62+08.78 65+00 N 50%%d 48’ 42.34" E N 55%%d 08’ 16.78" E PC 68+96.42 70+00 PT 71+22.94 75+00 PC 79+06.74 80+00 PT 83+39.39 70+00 PC 72+31.76 PT 73+47.77 75+00 PC 79+70.51 80+00 PT 83+88.53 85+00 PI 86+02.71 90+00 PI 92+02.83 N 50%%d 48’ 42.34" E N 46%%d 22’ 50.09" E N 49%%d 39’ 57.67" E N 50^22’20.74" E N 50%%d 48’ 42.38" E CL455-1 CL455-2 SX455-1 SX455-2 NE455-2 NE455-1 EL = 640.97’ STA = 67+25.00 EL = 639.09’ L = 330.00’ K = 84 ex = -1.62’ STA = 74+35.00 EL = 604.13’ L = 410.00’ K = 98 ex = 2.15’ VPC 65+60.00 EL. = 640.74’ VPT 68+90.00 EL. = 630.97’ VPC 72+30.00 EL. = 614.22’ VPT 76+40.00 EL. = 602.65’ 70+00 75+00 590 600 610 620 630 640 650 640.24 638.17 634.92 630.47 625.55 620.63 615.70 611.03 607.33 604.67 603.02 VPI STA = 65+36.70 65+00 590 600 610 620 630 640 650 RAMP SX455 643.60 638.37 635.12 630.97 623.34 619.00 613.97 602.01 592.18 585.09 581.45 578.45 576.67 575.52 EXISTING GROUND 602.61 SPLINE GRADE CONTROLLED BY SH 121 PGL BEGIN NE455 STA.65+26.27 BEGIN RAMP PROFILE C C L FM 455 STA 11+75.57 = L RAMP NX455 STA = 65+18.69 END NX455 STA.65+18.69 EL = 641.03 EL = 602.61 END RAMP PROFILE STA.76+45.41 PROP PGL (-)1.9267% (-)1.0000% (-)4.9240% (-)4.9240% (-)0.7200% CULVERT OBSCURED S OBSCURED OBSCURED 122 582.10 S S S S S S S S S S S S S S GATE PIPES S S S S OBSCURED OBSCURED OBSCURED PIPE S S S S OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED TANK LP PIPE TFP 117 628.65 622.15 S GATE S CULVERT CULVERT S S S S S CULVERT S S S S S S S GATE GATE S CULVERT S GATE PIPE WE 612.96 WE 612.96 OBSCURED OBSCURED OBSCURED OBSCURED PIPE OBSCURED OBSCURED FUTURE FM 455 CR 475 SISTER GROVE CREEK FM 455 POWELL M C SR SHERLEY PARTNERS LTD SHERLEY PARTNERS LTD WOMACK A E SHERLEY PARTNERS LTD WOMACK ALBERT CARTER SHERLEY PARTNERS LTD WOMACK ALBERT CARTER 2.5"W 2"W 2.5"W 2.5"W 2.5"W 2.5"W UNINCORPORATED CITY OF ANNA UNINCORPORATED UNINCORPORATED UNINCORPORATED CITY OF ANNA CITY OF ANNA UNINCORPORATED UNINCORPORATED CITY OF ANNA CITY OF ANNA CITY OF ANNA UNINCORPORATED UNINCORPORATED UNINCORPORATED UNINCORPORATED UNINCORPORATED EXIST. ROW EXIST. ROW EXIST. ROW PROP. ROW PROP. ROW PROP. ROW PROP. ROW FM 455 FM 455 SISTER GROVE CREEK 26’ 26’ 450’ ACCEL. 600’ TAPER 130’ 80’ 190’ 195’ 160’ 101’ 39’ 170’ 84’ 460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00 N 50%%d 48’ 42.38" E 5+00 10+00 15+00 N 43%%d 16’ 51.70" E N 50%%d 48’ 42.38" E 60+00 PC 60+48.10 PT 63+10.98 65+00 60+00 PT 62+08.78 65+00 N 50%%d 48’ 42.34" E N 55%%d 08’ 16.78" E PC 68+96.42 70+00 PT 71+22.94 75+00 PC 79+06.74 80+00 PT 83+39.39 70+00 PC 72+31.76 PT 73+47.77 75+00 PC 79+70.51 80+00 PT 83+88.53 85+00 PI 86+02.71 90+00 PI 92+02.83 N 50%%d 48’ 42.34" E N 46%%d 22’ 50.09" E N 49%%d 39’ 57.67" E N 50^22’20.74" E N 50%%d 48’ 42.38" E CL455-1 CL455-2 SX455-1 SX455-2 NE455-2 NE455-1 EL = 644.67’ STA = 67+00.00 EL = 639.99’ 70+00 75+00 590 600 610 620 630 640 650 80+00 65+00 590 600 610 620 630 640 650 VPI STA = 65+44.29 RAMP NE455 641.04 630.79 630.22 623.70 615.93 609.39 602.66 597.46 590.21 586.69 582.14 579.00 576.81 576.18 577.63 575.51 L = 240.00’ K = 91 ex = -0.79’ STA = 73+20.00 EL = 605.03’ L = 480.00’ K = 98 ex = 2.95’ VPC 65+80.00 EL. = 643.59’ VPT 68+20.00 EL. = 633.23’ VPC 70+80.00 EL. = 618.56’ VPT 75+60.00 EL. = 603.30’ 642.97 639.20 634.33 628.71 623.07 617.46 612.53 608.64 605.76 603.92 603.01 602.29 601.57 600.85 EXISTING GROUND SPLINE GRADE CONTROLLED BY SH 121 PGL C C L FM 455 STA 9+11.49 = L RAMP NE455 STA = 65+26.27 BEGIN NE455 STA.65+26.27 EL = 645.03 BEGIN RAMP PROFILE END RAMP PROFILE STA.79+10.44 EL = 600.78 PROP PGL (-)1.9978% (-)3.0000% (-)5.6400% (-)5.6400% (-)0.7200% PGL 12’ LANE 2.0% CSJ 0549-03-018 NTS 12’ TURN LANE 12’ TURN LANE 4’ SH L C RAMP 4’ SH 12’ PROP C-L 12’ LANE 4’ SH CSJ 0549-03-018 NTS PGL 2.0% PROPOSED ROW 4’ SH 44’ PROPOSED ROW L C RAMP PROP C-L 32’ CSJ 0549-03-018 NTS 2’ 9’ MEDIAN 2’ 9’ MEDIAN PGL 12’ TURN LANE 12’ TURN LANE 12’ LANE 12’ LANE 12’ LANE 12’ LANE 1’ 1’ 96’ OVERALL WIDTH 2.0% CSJ 0549-03-018 NTS 2.0% 2.0% 2.0% PROP C-L PROP C-L 2.0% 2.0% 1.5% 4:1 USUAL 3:1 MAX 1.5% 4:1 USUAL 3:1 MAX STA. 5+00 TO STA. 9+72.53 STA. 9+72.53 TO STA. 11+14.53 STA. 11+14.53 TO STA. 15+24.27 PGL 2.0% CSJ 0549-03-018 NTS EXISTING FM 455 TYPICAL SECTION 2.0% 12’ LANE 12’ LANE EXISTING ROW EXISTING ROW EXIST C-L L C FM 455 50’ PGL VAR CSJ 0549-03-018 NTS EXISTING CR 475 TYPICAL SECTION VAR L C CR 475 22’ EXIST C-L EXISTING ROW 50’ ROW EXISTING ROW 25’ C L C L C-L EB PGL L C C-L WB PGL PGL PGL L C PROPOSED ROW VARIES 46’-66’ VARIES 54’-66’ 2.0% CSJ 0549-03-018 NTS 2.0% PROP C-L 12’ LANE 12’ LANE 2’ SH 2’ SH 12’ LANE 12’ LANE 2’ SH 2’ SH 40’ 40’ 2.0% 2.0% C L C-L EB PGL L C C-L WB PGL PGL PGL L C PROPOSED ROW FUTURE 12’ LANE 19.5’ 7.5’ 12’ TURN LANE 160’ ROW PROPOSED RAMP TYPICAL SECTION AT FM 455 NB EXIT PROPOSED RAMP TYPICAL SECTION AT FM 455 NB ENTRANCE PROPOSED CR 475/FM 455 BRIDGE TYPICAL SECTION 8.5’ MIN 8.5’ MIN 4:1 USUAL 3:1 MAX 1.5% 8.5’ MIN 1.5% 4:1 USUAL 3:1 MAX 8.5’ MIN 25’ 50’ EXISTING 88’ ROW PROPOSED FM 455 TYPICAL SECTION PROPOSED FM 455 TYPICAL SECTION STA. 53+87.83 TO STA. 59+53.57 STA. 59+53.57 TO STA. 64+80.48 12’ 6:1 6:1 4:1 RET WALL 14’ LANE 4’ SH 8’ SHLDR PGL 2.0% L C RAMP PROP C-L PROPOSED ROW CSJ 0549-03-018 NTS 26’ PROPOSED RAMP TYPICAL SECTION AT FM 455 NB EXIT VARIES 12’-30’ 6:1 4:1 USUAL 3:1 MAX STA. 65+72.75 TO STA. 72+95.43 STA. 72+95.43 TO STA. 79+10.44 6:1 14’ LANE 4’ SH 8’ SHLDR PGL 2.0% L C RAMP PROP C-L PROPOSED ROW CSJ 0549-03-018 NTS 26’ VARIES 74’-98’ 6:1 PROPOSED RAMP TYPICAL SECTION AT FM 455 NB ENTRANCE 4:1 RET WALL 3:1 MAX 3:1 MAX 6:1 VARIES 15’-33’ VARIES 25’-33’ RET WALL 3:1 MAX 6:1 VARIES 17’-25’ VARIES 54’-74’ 6:1 4:1 STA. 58+10.41 TO STA. 64+73.08 14’ LANE 4’ SH 8’ SHLDR 2.0% CSJ 0549-03-018 NTS 26’ 6:1 PROPOSED RAMP TYPICAL SECTION AT FM 455 SB ENTRANCE 4:1 L C RAMP PROP C-L PGL 6:1 3:1 MAX RET WALL VARIES 13’-44’ PROPOSED ROW VARIES 20’-28’ LANE VARIES 0’-12’ 12’ LANE 2.0% CSJ 0549-03-018 NTS 12’ TURN LANE 12’ TURN LANE 4’ SH 4’ SH 12’ 44’ PROPOSED RAMP TYPICAL SECTION AT FM 455 SB EXIT STA. 70+88.27 TO STA. 76+45.41 STA. 65+18.69 TO STA. 70+88.27 12’ 6:1 6:1 4:1 14’ LANE 4’ SH 8’ SHLDR 2.0% CSJ 0549-03-018 NTS 26’ PROPOSED RAMP TYPICAL SECTION AT FM 455 SB EXIT VARIES 19’-53’ 6:1 3:1 MAX VARIES 22’-33’ 3:1 MAX 6:1 VARIES 17’-22’ PGL PROPOSED ROW RET WALL PROP C-L L C RAMP VARIES 20’-31’ 4:1 USUAL 3:1 MAX PGL RET WALL L C RAMP PROP C-L PROPOSED ROW PROPOSED ROW PROPOSED ROW VARIES 100’-132’ 80’ 80’ VARIES 20’-32’ VARIES 23’-43’ LANE VARIES 0’-12’ LANE VARIES 0’-12’ VARIES 0’-7’ VARIES 0’-19’ LANE VARIES 0’-12’ LANE VARIES 11’-12’ LANE VARIES 11’-12’ VARIES 0’-2’ VARIES 0’-2’ VARIES 0’-2’ VARIES 0’-2’ VARIES 11’-28’ VARIES 11’-40’ 6’ 6:1 6:1 12’ 6:1 6’ 12’ 6:1 6’ 6:1 20’ 6’ 6:1 SUPERELEVATION TABLE ROADWAY EVENT LEFT RIGHT STA. X- SLOPE STA. X- SLOPE RAMP BEGIN SE TRANSITION 60+12 2.00% SE 455 END SE TRANSITION 60+64 -3.80% BEGIN SE TRANSITION 62+95 -3.80% END SE TRANSITION 63+47 2.00% RAMP SE455 RAMP NX455 RAMP SX455 RAMP NE455 PI STATION DEGREE OF CURVE = 0%%d 59’ 59.73" PC STATION PT STATION DELTA TANGENT LENGTH RADIUS = 49+00.10 = 4%%d 00’ 00.00" (RT) = 200.10 = 400.03 = 5,730.00 = 47+00.00 = 51+00.03 PI STATION DELTA DEGREE OF CURVE = 1%%d 59’ 59.47" TANGENT LENGTH RADIUS PC STATION PT STATION = 56+49.47 = 7%%d 05’ 28.90" (LT) = 177.52 = 354.59 = 2,865.00 = 54+71.95 = 58+26.54 PI STATION DELTA DEGREE OF CURVE = 1%%d 54’ 35.49" TANGENT LENGTH RADIUS PC STATION PT STATION = 61+04.10 = 4%%d 00’ 00.04" (LT) = 104.76 = 209.44 = 3,000.00 = 59+99.34 = 62+08.78 = 61+79.73 = 7%%d 31’ 50.68" (RT) DEGREE OF CURVE = 2%%d 51’ 53.24" = 131.63 = 262.87 = 2,000.00 = 60+48.10 = 63+10.98 TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION DELTA NX455-1 SE455-1 NX455-2 SE455-2 = 4%%d 19’ 34.40" (RT) PI STATION DELTA DEGREE OF CURVE = 3%%d 49’ 10.99" TANGENT LENGTH RADIUS PC STATION PT STATION = 72+89.79 = 4%%d 25’ 52.25" (LT) = 58.03 = 116.01 = 1,500.00 = 72+31.76 = 73+47.77 = 70+09.73 DEGREE OF CURVE = 1%%d 54’ 35.49" = 113.31 = 226.52 = 3,000.00 = 68+96.42 = 71+22.94 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION SX455-1 NE455-1 DEGREE OF CURVE = 0%%d 59’ 59.73" PC STATION PT STATION = 81+23.17 = 4%%d 19’ 34.40" (LT) = 216.43 = 432.65 = 5,730.00 = 79+06.74 = 83+39.39 DELTA TANGENT LENGTH RADIUS PI STATION SX455-2 PI STATION DEGREE OF CURVE = 0%%d 57’ 17.75" TANGENT LENGTH RADIUS PC STATION PT STATION DELTA = 81+79.60 = 3%%d 59’ 30.65" (RT) = 209.10 = 418.03 = 6,000.00 = 79+70.51 = 83+88.53 NE455-2 PI STATION DELTA DEGREE OF CURVE = 1%%d 44’ 10.44" TANGENT LENGTH RADIUS PC STATION PT STATION = 11+94.23 = 11%%d 29’ 58.45" (LT) = 332.28 = 662.33 = 3,300.00 = 8+61.95 = 15+24.27 PI STATION DEGREE OF CURVE = 11%%d 01’ 06.31" TANGENT LENGTH RADIUS PC STATION PT STATION = 7+04.55 = 35%%d 54’ 33.30" (LT) = 168.50 = 325.90 = 520.00 = 5+36.04 = 8+61.95 DELTA CL455-1 CL455-2 END BRIDGE \ STA. 11+14.53 BEGIN BRIDGE \ STA. 9+72.53 \ SH 121 STA 465+17.16 = \ FM 455 STA 10+43.55 C FM 455 STA. 9+11.49 = B RAMP NX455 STA.= 65+26.27 B RAMP NE455 STA. = 65+26.27 L L L L L L C FM 455 STA. 9+11.49 = B RAMP NE455 STA. = 65+26.27 L L \ FM 455 STA. 9+11.49 = L RAMP NX455 STA. 65+26.27 \ SH 121 STA 465+17.16 = \ FM 455 STA 10+43.55 FM 455 END CONSTRUCTION \ FM 455 STA. 14+00.00 \ SH 121 L RAMP SX455 L RAMP SE455 L RAMP SE455 L RAMP NE455 \ FM 455 \ FM 455 \ FM 455 \ FM 455 \ FM 455 \ SH 121 \ SH 121 \ SH 121 \ SH 121 L RAMP SE455 L RAMP NX455 L RAMP NX455 L RAMP SE455 L RAMP SX455 L RAMP NE455 36’ R 20’ R 20’ R 20’ 20’ 26’ 39’ 44’ 20’ 26’ 32’ 58’ 180’ TAPER 100’ 28’ 245’ LANE TAPER 193’ LANE TAPER 22’ TEXAS 121 FARM ROAD 455 TEXAS 121 FARM ROAD 455 TEXAS 121 FARM ROAD 455 FARM ROAD 455 TEXAS 121 FARM ROAD 455 TEXAS 121 425’ TURN LANES BOTH SIDES 100’ TAPER 425’ TURN LANE BOTH SIDES 100’ TAPER BEGIN CONSTRUCTION \ FM 455 STA. 5+00.00 MATCH EXIST PAVEMENT 37’ 25’ FUTURE FM 455 CSJ: 2845-01-015 SCHEMATIC BY OTHERS L L L L L L L L C FM 455 STA. 11+75.56 = B RAMP SE455 STA.= 65+18.69 B RAMP SX455 STA. = 65+18.69 BEGIN RAMP B SE455 STA. 46+00.00 END RAMP B SE455 STA. 64+73.08 BEGIN RAMP B NX455 STA. 47+00.00 END RAMP B NX455 STA. 64+80.48 BEGIN RAMP B SX455 STA. 65+64.04 END RAMP B SX455 STA. 83+39.39 END RAMP B NE455 STA. 92+02.83 BEGIN RAMP B NE455 STA. 65+72.75 \ FM 455 STA. 11+75.57 = L RAMP SE455 STA.= 65+18.69 \ FM 455 STA. 11+75.57 = L RAMP SX455 STA. 65+18.69 B B B B B B B B B B B B 9 9 R 50’ R 50’ R 50’ R 50’ R 20’
Transcript of DesignJET 5500 Color RTL.PLT, 200 SCALE, 16.7 X 121 ... 121 - Roll 9 … · BOWDEN BAILEY COLLEGE...
FT (HORIZONTAL) Texas Department of Transportation
R C 2011
MELISSA
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MELISSA
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BEGIN STA: 67+54.08
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END CSJ: 0549-03-021
END STA: 865+37.66
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2.0
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LIMIT
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Cemetery
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BLUE RIDGE
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Cemetery
HOUSTON
AUSTIN
BAILEY
BO
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WESTMINSTER
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2933
121
121
5
5
545
545
455 455
121
545
75
121
121
121
1377
455455
1827
545
545
78
78
78
78
981
981
1377
3133
2933
1827
1377
1827
2862
2862
C
SP
LIM
IT
CITY
MC KINNEY
MC KINNEY
CITY LIMIT
CITY
LIM
IT
SP
5
2862
Water
3.8
Cr
1.3
0.6
1.0
4.9
DESERT
5
1213133
Sweet
78
S.H.ADY-
RuS.H.
West
S.H.ady
Grove
160
78
545
5
2862
2862
5
545
0 200 300
100
GRAPHIC SCALE
(IN FEET)
20 30
HORZ
VERT
100
CITY LIMIT
CROSS STREETS
BRIDGE
WATER UTILITY3"w
SH 121 PAVEMENT
LEGEND
RETAINING WALL
INDEX OF ROLLSINDEX OF ROLLS
SH 121 CL STA 540+00
END CSJ: 0549-03-018
BEGIN CSJ: 0549-03-021
SH 121 CL STA 540+00
END CSJ: 0549-03-018
BEGIN CSJ: 0549-03-021
ROLL DESCRIPTIONROLL DESCRIPTION
DRIVEWAYS
CITY LIMIT
CROSS STREETS
BRIDGE
WATER UTILITY3"w
SH 121 PAVEMENT
LEGEND
RETAINING WALL
DRIVEWAYS
NOTES:
1. MEDIAN OPENINGS ARE PRELIMINARY AND
SUBJECT TO CHANGE. FINAL MEDIAN OPENING
LOCATIONS TO BE DETERMINED DURING PS&E
AND IN COORDINATION WITH THE CITIES OF
MELISSA AND ANNA.
2. SOURCE OF TRAFFIC DATA:
TEXAS DEPARTMENT OF TRANSPORTATION
TRANSPORTATION, PROGRAMING AND PLANNING DIVISION
MARCH 27, 2007
3. ALL URBAN SECTIONS WILL HAVE CONCRETE CURB
AND GUTTER WITH BARRIER CURBS.
NOTES:
1. MEDIAN OPENINGS ARE PRELIMINARY AND
SUBJECT TO CHANGE. FINAL MEDIAN OPENING
LOCATIONS TO BE DETERMINED DURING PS&E
AND IN COORDINATION WITH THE CITIES OF
MELISSA AND ANNA.
2. SOURCE OF TRAFFIC DATA:
TEXAS DEPARTMENT OF TRANSPORTATION
TRANSPORTATION, PROGRAMING AND PLANNING DIVISION
MARCH 27, 2007
3. ALL URBAN SECTIONS WILL HAVE CONCRETE CURB
AND GUTTER WITH BARRIER CURBS.
Texas Department of Transportation
R C 2011
EXISTING R.O.W. (ACCESS BY PERMIT ONLY)
PROPERTY LINES
PROPOSED R.O.W. (ACCESS BY PERMIT ONLY
IN ACCORDANCE WITH TXDOT ACCESS CONTROL MANUAL)
SH 121 CL
OBLITERATE EXISTING
ROADWAY
EXISTING R.O.W. (ACCESS BY PERMIT ONLY)
PROPERTY LINES
PROPOSED R.O.W. (ACCESS BY PERMIT ONLY
IN ACCORDANCE WITH TXDOT ACCESS CONTROL MANUAL)
SH 121 CL
OBLITERATE EXISTING
ROADWAY
L:\...\RESOURCE\DesignJET 5500 Color RTL.PLT, 200 SCALE, 16.7 X 121, ROTATE 90 cw, STRIP-2
RASTER OPTIONS: QUALITY FACTOR=16.7, BRIGHTNESS=30, CONTRAST=-10
SAVE PLOT FILES UNDER "BATCH PLOT" FOLDER
XROLL of 11 XROLL of 11
These documents are not intended for Construction,
Bidding or Permit Purposes. They were prepared by,
or under the supervision of:
NANCY D. MITCHELL, P.E. 79762 09/22/11
PROJECT MANAGER PE# DATE
Lockwood, Andrews & Newnam, Inc.
T.B.P.E. Firm # 2614
DESIGN ROADWAYLIMITS FUNCTIONAL
CLASSIFICATION
ADT DESIGN
SPEEDFROM TO 2012 2032
SH 121 (SUBURBAN) ARTERIAL 18800 29400 45
SH 121 (RURAL) ARTERIAL 13500 21000 70
SH 121 RAMPS RAMP NA NA 35
FM 2933 AT SH 121 COLLECTOR 1000 1600 40
455 N AT SH 121 ARTERIAL 1550 2250 40
455 S AT SH 121 COLLECTOR 500 700 40
E. HOUSTON ST (FM 2862) AT SH 121 COLLECTOR 1700 2700 50
SH 160 AT SH 121 ARTERIAL 4100 6600 50
N. McDonald Street (SH 5 SOUTH) AT SH 121 ARTERIAL 7300 11,300 40
MC KINNEY ST (SH 5 NORTH) AT SH 121 ARTERIAL 6400 9900 40
DENTON ST (FM 545) AT SH 121 COLLECTOR 4200 6500 30
COUNTY ROADS
CR 418 AT SH 121 LOCAL 600 900 30
LANDFILL ENTRANCE AT SH 121 LOCAL NA NA 30
416 AT SH 121 LOCAL NA NA 30
419 AT SH 121 LOCAL 300 600 20 *
420 AT SH 121 LOCAL NA NA 20 *
475 AT SH 121 LOCAL 250 450 30
507(509) AT SH 121 LOCAL NA NA 20 *
424 / 513 AT SH 121 LOCAL NA NA 30
526 / 527 AT SH 121 LOCAL NA NA 20 *
528 / 581 AT SH 121 LOCAL NA NA 20 *
582 AT SH 121 LOCAL NA NA 20 *
936 AT SH 121 LOCAL NA NA 20 *
1002 AT SH 121 LOCAL NA NA 20 *
COUNTY LINE RD AT SH 121 LOCAL 250 250 20 *
EASTLINE RD AT SH 121 LOCAL 200 350 30
CITY STREETS
FANNIN RD AT SH 121 COLLECTOR NA NA 30
BARTLETT RD AT SH 121 LOCAL NA NA 30
CREEKSIDE RD AT SH 121 LOCAL NA NA 30
BERRY RD AT SH 121 LOCAL 2600 4000 30
EASTWOOD RD AT SH 121 LOCAL NA NA 30
LILLIAN DR AT SH 121 LOCAL NA NA 30
NUGENT ST AT SH 121 LOCAL NA NA 30
LIBERTY WAY AT SH 121 LOCAL 900 1400 30
REDWOOD BLVD AT SH 121 LOCAL NA NA 30
* = UNPAVED COUNTY ROAD * = UNPAVED COUNTY ROAD
DISPLACED STRUCTURE DISPLACED STRUCTURE
+ = FUTURE OUTER LOOP, BY OTHERS+ = FUTURE OUTER LOOP, BY OTHERS
Outer Loop +
Outer Loop +
Outer Loop +
END PROJECT
END CSJ: 0549-03-021
END STA: 865+37.66
STA 368+10.00
SH 5
STA 67+54.08
STA 368+10.00
STA 368+10.00
STA 865+37.66
CR 635
STA 865+37.66
CR 635
DESIGN ROADWAYLIMITS FUNCTIONAL
CLASSIFICATION
ADT DESIGN
SPEEDFROM TO 2012 2032
SH 121 (SUBURBAN) ARTERIAL 18800 29400 45
SH 121 (RURAL) ARTERIAL 13500 21000 70
SH 121 RAMPS RAMP NA NA 35
FM 2933 AT SH 121 COLLECTOR 1000 1600 40
455 N AT SH 121 ARTERIAL 1550 2250 40
455 S AT SH 121 COLLECTOR 500 700 40
E. HOUSTON ST (FM 2862) AT SH 121 COLLECTOR 1700 2700 50
SH 160 AT SH 121 ARTERIAL 4100 6600 50
N. McDonald Street (SH 5 SOUTH) AT SH 121 ARTERIAL 7300 11,300 40
MC KINNEY ST (SH 5 NORTH) AT SH 121 ARTERIAL 6400 9900 40
DENTON ST (FM 545) AT SH 121 COLLECTOR 4200 6500 30
COUNTY ROADS
CR 418 AT SH 121 LOCAL 600 900 30
LANDFILL ENTRANCE AT SH 121 LOCAL NA NA 30
416 AT SH 121 LOCAL NA NA 30
419 AT SH 121 LOCAL 300 600 20 *
420 AT SH 121 LOCAL NA NA 20 *
475 AT SH 121 LOCAL 250 450 30
507(509) AT SH 121 LOCAL NA NA 20 *
424 / 513 AT SH 121 LOCAL NA NA 30
526 / 527 AT SH 121 LOCAL NA NA 20 *
528 / 581 AT SH 121 LOCAL NA NA 20 *
582 AT SH 121 LOCAL NA NA 20 *
936 AT SH 121 LOCAL NA NA 20 *
1002 AT SH 121 LOCAL NA NA 20 *
COUNTY LINE RD AT SH 121 LOCAL 250 250 20 *
EASTLINE RD AT SH 121 LOCAL 200 350 30
CITY STREETS
FANNIN RD AT SH 121 COLLECTOR NA NA 30
BARTLETT RD AT SH 121 LOCAL NA NA 30
CREEKSIDE RD AT SH 121 LOCAL NA NA 30
BERRY RD AT SH 121 LOCAL 2600 4000 30
EASTWOOD RD AT SH 121 LOCAL NA NA 30
LILLIAN DR AT SH 121 LOCAL NA NA 30
NUGENT ST AT SH 121 LOCAL NA NA 30
LIBERTY WAY AT SH 121 LOCAL 900 1400 30
REDWOOD BLVD AT SH 121 LOCAL NA NA 30
Outer Loop +
Outer Loop +
Outer Loop +
STA 368+10.00
SH 5
STA 67+54.08
STA 368+10.00
STA 368+10.00
STA 865+37.66
CR 635
STA 865+37.66
CR 635
1 SH 121 STA 67+54.08 TO STA. 187+00
2 SH 121 STA 187+00 TO STA. 327+00
3 SH 121 STA 327+00 TO STA. 467+00
4 SH 121 STA 467+00 TO STA. 607+00
5 SH 121 STA 607+00 TO STA. 747+00
6 SH 121 STA 747+00 TO CR 635 (FANNIN COUNTY LINE)
7 SH 121 STA 747+00 TO FANNIN COUNTY LINE (TRANSITION)
8 SH 5 AND FANNIN ROAD
9 FM 455 AND CONNECTING RAMPS
10 FM 2862 AND CONNECTING RAMPS
11 SH 160 AND CONNECTING RAMPS
1 SH 121 STA 67+54.08 TO STA. 187+00
2 SH 121 STA 187+00 TO STA. 327+00
3 SH 121 STA 327+00 TO STA. 467+00
4 SH 121 STA 467+00 TO STA. 607+00
5 SH 121 STA 607+00 TO STA. 747+00
6 SH 121 STA 747+00 TO CR 635 (FANNIN COUNTY LINE)
7 SH 121 STA 747+00 TO FANNIN COUNTY LINE (TRANSITION)
8 SH 5 AND FANNIN ROAD
9 FM 455 AND CONNECTING RAMPS
10 FM 2862 AND CONNECTING RAMPS
11 SH 160 AND CONNECTING RAMPS
DALLAS DISTRICT
WILLIAM HALE, P.E. DISTRICT ENGINEER
SH 121
COLLIN COUNTY
DESIGN SCHEMATIC
SEPTEMBER 2011
FROM: SH 5 IN MELISSA TO: CR 635 (EAST LINE ROAD)
BRIDGE REPLACEMENT AND HIGHWAY RECONSTRUCTION
PROJECT LENGTH: 15.11 MILES (79784’)
BRIDGE: 0.30 MILES (1560’)
ROADWAY: 14.81 MILES (78224’)
CSJ: 0549-03-018 (SH 5 to FM 455)
CSJ: 0549-03-021 (FM 455 to CR 635/FANNIN COUNTY LINE)
DALLAS DISTRICT
WILLIAM HALE, P.E. DISTRICT ENGINEER
SH 121
COLLIN COUNTY
DESIGN SCHEMATIC
SEPTEMBER 2011
FROM: SH 5 IN MELISSA TO: CR 635 (EAST LINE ROAD)
BRIDGE REPLACEMENT AND HIGHWAY RECONSTRUCTION
PROJECT LENGTH: 15.11 MILES (79784’)
BRIDGE: 0.30 MILES (1560’)
ROADWAY: 14.81 MILES (78224’)
CSJ: 0549-03-018 (SH 5 to FM 455)
CSJ: 0549-03-021 (FM 455 to CR 635/FANNIN COUNTY LINE)
SH
121 N
B
SH
12
1 S
B
L
L
END BRIDGE
C STA. 11+14.53
BEGIN BRIDGE
C STA. 9+72.53
16
.84
’
CL
EA
R
10+00
600
610
620
630
640
650
FM 455
STA = 6+50.00
EL = 642.01’
L = 120.00’
K = 264
ex = 0.07’
STA = 9+50.00
EL = 646.54’
L = 330.00’
K = 86
ex = -1.59’
STA = 12+25.00
EL = 640.12’
L = 160.00’
K = 100
ex = 0.32’
VP
C 5
+9
0.0
0 E
L.
= 6
41
.38
’
VP
T 7
+1
0.0
0 E
L.
= 6
42
.91
’
VP
C 7
+8
5.0
0 E
L.
= 6
44
.05
’
VP
T 1
1+
15
.00
EL
. =
64
2.6
9’
VP
C 1
1+
45.0
0 E
L. =
641.9
9’
VP
T 1
3+
05
.00
EL
. =
63
9.5
3’
10+00
600
610
620
630
640
650
641.4
8
64
2.7
7
644.2
6
64
5.0
1
64
4.6
0
643.0
2
640.8
5
63
9.5
7
15+005+00
641.0
6
64
0.3
4
640.9
2
641.3
9
637.1
6
642.2
9
64
3.7
0
644.1
5
644.5
5
63
8.8
4
640.4
3
EXISTING GROUND
C
CL SH 121 STA 465+17.16 =
L FM 455 STA 10+43.55
600
610
620
630
640
650
600
610
620
630
640
650
PROP PGL
BE
GIN
CO
NS
T. S
TA
. 5+
00.0
0
MA
TC
H E
XIS
T P
AV
EM
EN
T
EL
= 6
40.4
3
EN
D C
ON
ST
. S
TA
. 1
4+
00
.00
EL
= 6
38.8
4
MA
TC
H F
M 4
55
CS
J:
28
45
-0
1-0
15
SC
HE
MA
TIC
BY
OT
HE
RS
(+)1.0551%
(+)1.5104% (-)2.3347%
(-)0.7328%
60+00 65+00
Ramp SE455
60+00 65+00
600
610
620
630
640
650
RAMP SE455
64
4.1
0
644.2
5
64
4.1
0
644.0
9
644.0
6
644.0
6
64
3.9
0
64
4.0
0
643.6
2
EXISTING GROUND
600
610
620
630
640
650
600
610
620
630
640
650
SPLINE GRADE
CONTROLLED BY
SH 121 PGL
C
CL FM 455 STA 11+75.57 =
L RAMP SE455 STA = 65+18.69
PROP PGL
642.3
5
639.9
9
63
7.2
0
634.9
9
633.8
3
63
3.7
1
634.6
3
636.3
6
63
8.4
4
64
0.9
1
(-)2.6400 %(+)1.7717 %
(+)1.7717 %(+)2.5928 %
EL
= 6
37.0
3
BE
GIN
RA
MP
PR
OF
IL
E S
TA
.58+
10.4
1
STA = 60+20.00
EL = 631.38’
ex = 2.34’
K = 96
L = 425.00’
VP
C 5
8+
07.5
0 E
L. =
636.9
9’
VP
T 6
2+
32
.50
EL
. =
63
5.1
5’
STA = 63+75.00
EL = 637.67’
ex = 0.21’
K = 244
L = 200.00’
VP
C 6
2+
75.0
0 E
L. =
635.9
0’
VP
T 6
4+
75
.00
EL
. =
64
0.2
6’
(+)2.0547%
OB
SCU
RED
OB
SCU
RED
PIP
E
117628.6
5
S
GA
TE
S
CU
LV
ER
TC
ULV
ER
T S
SS
S
CU
LV
ER
T
S
S
GA
TE
S
CU
LV
ER
T
S
OB
SCU
RED
PIP
E
OB
SCU
RED
S
FU
TU
RE
FM
455
CR 4
75
WK
G E
NT
ER
PR
ISE
S L
TD
PO
WE
LL
M C
SR
SH
ER
LE
Y P
AR
TN
ER
S L
TD
2.5
"W
2.5
"W
2"W
2.5
"W
UN
INC
OR
PO
RA
TE
D
CIT
Y O
F A
NN
A
UN
INC
OR
PO
RA
TE
D
UNINCORPORATED
CITY OF ANNA
CR 4
75
FM 455
80’
195’
160’
460+
00
465+
00
470+
00
475+
00
N 5
0%
%d 4
8’ 4
2.3
8" E
PO
T 5
+00.0
0
5+00
PC
5+36.0
4
PC
C 8
+61.9
5
10+00
15+00
PT
15+
24.2
7
N 0%
%d 15’ 24.90" E
N 4
3%
%d 1
6’ 5
1.7
0" E
N 5
0%
%d 4
8’ 4
2.3
8" E
60+
00
65+
00
60+
00
65+
00
N 5
4%
%d 4
8’ 4
2.3
8" E
N 5
0%
%d 4
8’ 4
2.3
4" E
N 5
5%
%d 0
8’ 1
6.7
8" E
70+
00
75+
00
70+
00
75+
00
N 5
0%
%d 4
8’ 4
2.3
4" E
N 4
6%
%d 2
2’ 5
0.0
9" E
N 5
0%
%d 4
8’ 4
2.3
8" E
CL455-1
CL455-2
S
GA
TE
S
CULVERT CULVERT
CULVERT
GA
TE
CULVERT
S
OBSCURED
PIPE
S
S
124 647.11
CULVERT
CULVERT
CULVERT
CULVERT
S
GA
TE
SLAB
GA
TE
TFP
PIPE
S
FUTURE
FM
455
CR 4
75
WKG ENTERPRISES LTD
WKG ENTERPRISES LTD
DZANSKI RICHARD
WKG ENTERPRISES LTD
BERAINCORPORATEDHAGEN
MARIANNE
HAGENMARIANNE
2.5"W 2.5"W
2.5
"W
2"W
UNINCORPORATED
CITY OF ANNA
UNINCORPORATED
PROP. ROW
CR 4
75
26’
26’
450’
ACCELERATION
600’
TAPER
PR
OP
RO
W V
AR
IES
91’
- 168’
80’
17
0’
19
5’
160’
440+00 445+00 450+00 455+00 460+00 465+00 470+00
5+00
10+
00
15+
00
N 0
%%
d 1
5’ 24.9
0"
E
N 49%%d 39’ 57.63" E N 50%%d 22’ 20.82" E
N 43%%d 16’ 51.70" E
N 50%%d 48’ 42.38" E
PI 4
6+
00.0
0
50+00
PI 5
2+
00.1
2
PC
54+
71.9
5
55+00
PT
58+
26.5
4
60+00
PC
60+
48.1
0
PT
63+
10.9
8
65+00
PC
47
+0
0.0
0
50+00
PT
51+
00.0
3
55+00
PC
59+
99.3
4
60+00
PT
62+
08.7
8
65+00
N 54%%d 48’ 42.38" E
N 50%%d 48’ 42.34" E
PC
68+
96.4
2
70+00
N 50%%d 48’ 42.34" E
\ SH 121 STA 465+17.16 =
\ FM 455 STA 10+43.55
N 50%%d 48’ 42.38" E
SE455-1
SE455-2
NX455-1
NX455-2
S
GA
TE
S
CULVERT CULVERT
CULVERT
GA
TE
CULVERT
S
OBSCURED
PIPE
S
S
124 647.11
CULVERT
CULVERT
CULVERT
CULVERT
S
GA
TE
SLAB
GA
TE
TFP
PIPE
S
FUTURE
FM
455
CR 4
75
WKG ENTERPRISES LTD
WKG ENTERPRISES LTD
WKG ENTERPRISES LTD
BERAINCORPORATEDHAGEN
MARIANNE
HAGENMARIANNE
2.5"W 2.5"W
2.5
"W
UNINCORPORATED
CITY OF ANNA
UNINCORPORATED
PROP. ROW
CR 4
75
445+00 450+00 455+00 460+00 465+00 470+00
5+00
10+
00
15+
00
N 0
%%
d 1
5’ 24.9
0"
E
N 49%%d 39’ 57.63" E N 50%%d 22’ 20.82" E
N 43%%d 16’ 51.70" E
N 50%%d 48’ 42.38" E
PI 4
6+
00.0
0
50+00
PI 5
2+
00.1
2
PC
54+
71.9
5
55+00
PT
58+
26.5
4
60+00
PC
60+
48.1
0
PT
63+
10.9
8
65+00
PC
47
+0
0.0
0
50+00
PT
51+
00.0
3
55+00
PC
59+
99.3
4
60+00
PT
62+
08.7
8
65+00
N 54%%d 48’ 42.38" E
N 50%%d 48’ 42.34" E
70+00
N 50%%d 48’ 42.34" E
\ SH 121 STA 465+17.16 =
\ FM 455 STA 10+43.55
N 50%%d 48’ 42.38" E
SE455-1
SE455-2
NX455-1
NX455-2
55+00 60+00 65+00
600
610
620
630
640
650
RAMP NX455
646.9
3
645.7
8
644.1
2
64
3.2
4
64
2.6
1
642.5
3
64
2.2
1
64
2.6
4
64
2.6
0
64
2.3
7
64
2.3
7
642.0
8
641.8
3
641.8
9
641.8
8
641.4
5
64
1.0
4
630.7
6
630.2
2
EXISTING GROUND
600
610
620
630
640
650
SPLINE GRADE
CONTROLLED BY
SH 121 PGL
C
C
L FM 455 STA 9+11.49 =
L RAMP NX455 STA = 65+26.27
PROP PGLPROP PGL
64
7.2
4
646.5
3
645.4
3
64
4.3
0
64
3.1
7
64
2.0
4
640.9
2
640.3
2
64
0.5
4
641.0
5
64
1.5
7
642.0
8
64
2.9
7
644.5
2
(-)1.1300 %
(-)1.1300 % (+)0.5135 %
(+)0.5135 %
BE
GIN
RA
MP
PR
OF
IL
E S
TA
. 5
3+
87
.83
EL
= 6
45.5
7
VP
C 6
3+
00.0
0 E
L. =
642.0
8’
VP
T 6
4+
50
.00
EL
. =
64
3.7
0’
EN
D N
X455 S
TA
.65+
26.2
7
EL
= 6
45.0
3
EN
D R
AM
P P
RO
FIL
E
VP
I S
TA
= 6
5+
08
.25
(+)2.0315%
(+)1.6472%
STA = 63+75.00
EL = 642.47’
ex = 0.21’
K = 132
L = 150.00’
STA = 58+85.00
EL = 639.95’
ex = 0.41’
K = 122
L = 200.00’
VP
C 5
7+
85.0
0 E
L. =
641.0
8’
VP
T 5
9+
85
.00
EL
. =
64
0.4
6’
POO
L
PILE
PIPE
PIPE
GA
TE
OBSCURED
CULVERT
OBSCURED
S
OBSCURED
OBSCURED
122 582.10
S
S
S
S
S
S
S
S
S
SS S S S
GA
TE
PIPES
S
S
S S
OBSCURED
OBSCURED
OBSCURED
PIPESS
S S
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
TANK LP
PIPE
TFP
117628.65
S
GA
TE
S
CULVERT CULVERT
S
S S
SS
CULVERT
S
S
S
S
S
S
GA
TE
GA
TE
S
CULVERT
S
GA
TE
PIPE
WE 612.96
WE 612.96
OBSCURED
OBSCURED
OBSCURED
OBSCURED
PIPE
OBSCURED
OBSCURED
FUTURE
FM
455
CR 4
75
SISTER
GROVE
CREEK
FM
455
POWELL M C SR
SHERLEY PARTNERS LTD
SHERLEY PARTNERS LTD
WOMACK A E
SHERLEY PARTNERS LTD
WOMACK ALBERT CARTER
SHERLEYPARTNERS LTD
WOMACK ALBERTCARTER
2.5
"W
2"W
2.5"W 2.5"W
2.5
"W
2.5"W
UNINCORPORATED
CITY OF ANNA
UNINCORPORATED
UN
INC
OR
PO
RA
TE
D
UN
INC
OR
PO
RA
TE
D
CIT
Y O
F A
NN
A
CITY OF ANNA
UNINCORPORATED
UNINCORPORATED
CIT
Y O
FA
NN
A
CIT
Y O
FA
NN
A
CITY
OF A
NN
A
UN
INCO
RPORA
TED
UN
INC
OR
PO
RA
TE
D
UN
INC
OR
PO
RA
TE
D
UN
INC
OR
PO
RA
TE
D
UN
INC
OR
PO
RA
TE
D
EXIST. ROWEXIST. ROW
EXIST. ROW
PROP. ROW
PROP. ROW
PROP. ROW
PROP. ROW
FM
455
FM
455
SIS
TER G
RO
VE C
REEK
460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00
N 50%%d 48’ 42.38" E
5+00
10+
00
15+
00
N 43%%d 16’ 51.70" E
N 50%%d 48’ 42.38" E
PT
63+
10.9
8
65+00
60+00
PT
62+
08.7
8
65+00
N 50%%d 48’ 42.34" E
N 55%%d 08’ 16.78" E
PC
68+
96.4
2
70+00
PT
71+
22.9
4
75+00
PC
79+
06.7
4
80+00
PT
83
+3
9.3
9
70+00
PC
72
+3
1.7
6
PT
73+
47.7
7
75+00
PC
79+
70.5
1
80+00
PT
83+
88.5
3
85+00
PI 8
6+
02
.71
90+00
PI 9
2+
02.8
3
N 50%%d 48’ 42.34" E
N 46%%d 22’ 50.09" E
N 49%%d 39’ 57.67" EN 50^22’20.74" E
N 50%%d 48’ 42.38" E
CL
455-1
CL
455-2
SX455-1
SX455-2
NE455-2
NE455-1
EL
=
640.9
7’
STA = 67+25.00
EL = 639.09’
L = 330.00’
K = 84
ex = -1.62’
STA = 74+35.00
EL = 604.13’
L = 410.00’
K = 98
ex = 2.15’
VP
C 6
5+
60.0
0 E
L. =
640.7
4’
VP
T 6
8+
90
.00
EL
. =
63
0.9
7’
VP
C 7
2+
30.0
0 E
L. =
614.2
2’
VP
T 7
6+
40
.00
EL
. =
60
2.6
5’
70+00 75+00
590
600
610
620
630
640
650
64
0.2
4
63
8.1
7
634.9
2
63
0.4
7
625.5
5
620.6
3
61
5.7
0
611.0
3
607.3
3
60
4.6
7
603.0
2
VP
I S
TA
= 6
5+
36
.70
65+00
590
600
610
620
630
640
650
RAMP SX455
64
3.6
0
63
8.3
7
635.1
2
63
0.9
7
62
3.3
4
61
9.0
0
61
3.9
7
60
2.0
1
592.1
8
585.0
9
581.4
5
578.4
5
57
6.6
7
575.5
2
EXISTING GROUND
60
2.6
1
SPLINE GRADE
CONTROLLED BY
SH 121 PGL
BE
GIN
NE
455 S
TA
.65+
26.2
7
BE
GIN
RA
MP
PR
OF
IL
E
C
C
L FM 455 STA 11+75.57 =
L RAMP NX455 STA = 65+18.69
EN
D N
X4
55
ST
A.6
5+
18
.69
EL
= 6
41.0
3
EL
= 6
02.6
1
EN
D R
AM
P P
RO
FIL
E S
TA
.76
+4
5.4
1
PROP PGL
(-)1.9267% (-)1.0000%
(-)4.9240%
(-)4.9240%
(-)0.7200%
POO
L
PILE
PIPE
PIPE
GA
TE
OBSCURED
CULVERT
OBSCURED
S
OBSCURED
OBSCURED
122 582.10
S
S
S
S
S
S
S
S
S
SS S S S
GA
TE
PIPES
S
S
S S
OBSCURED
OBSCURED
OBSCURED
PIPESS
S S
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
TANK LP
PIPE
TFP
117628.65
622.15
S
GA
TE
S
CULVERT CULVERT
S
S S
SS
CULVERT
S
S
S
S
S
S
S
GA
TE
GA
TE
S
CULVERT
S
GA
TE
PIPE
WE 612.96
WE 612.96
OBSCURED
OBSCURED
OBSCURED
OBSCURED
PIPE
OBSCURED
OBSCURED
FUTURE
FM
455
CR 4
75
SISTER
GROVE
CREEK
FM
455
POWELL M C SR
SHERLEY PARTNERS LTD
SHERLEY PARTNERS LTD
WOMACK A E
SHERLEY PARTNERS LTD
WOMACK ALBERT CARTER
SHERLEYPARTNERS LTD
WOMACK ALBERTCARTER
2.5
"W
2"W
2.5"W 2.5"W
2.5
"W
2.5"W
UNINCORPORATED
CITY OF ANNA
UNINCORPORATED
UN
INC
OR
PO
RA
TE
D
UN
INC
OR
PO
RA
TE
D
CIT
Y O
F A
NN
A
CITY OF ANNA
UNINCORPORATED
UNINCORPORATED
CIT
Y O
FA
NN
A
CIT
Y O
FA
NN
A
CITY
OF A
NN
A
UN
INCO
RPORA
TED
UN
INC
OR
PO
RA
TE
D
UN
INC
OR
PO
RA
TE
D
UN
INC
OR
PO
RA
TE
D
UN
INC
OR
PO
RA
TE
D
EXIST. ROWEXIST. ROW
EXIST. ROW
PROP. ROW
PROP. ROW
PROP. ROW
PROP. ROW
FM
455
FM
455
SIS
TER G
RO
VE C
REEK
26’
26’
450’
ACCEL.
600’
TAPER
13
0’
80’
19
0’
19
5’
160’
10
1’
39
’
17
0’
84
’
460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00
N 50%%d 48’ 42.38" E
5+00
10+
00
15+
00
N 43%%d 16’ 51.70" E
N 50%%d 48’ 42.38" E60+00
PC
60+
48.1
0
PT
63+
10.9
8
65+00
60+00
PT
62+
08.7
8
65+00
N 50%%d 48’ 42.34" E
N 55%%d 08’ 16.78" E
PC
68+
96.4
2
70+00
PT
71+
22.9
4
75+00
PC
79+
06.7
4
80+00
PT
83
+3
9.3
9
70+00
PC
72
+3
1.7
6
PT
73+
47.7
7
75+00
PC
79+
70.5
1
80+00
PT
83+
88.5
3
85+00
PI 8
6+
02
.71
90+00
PI 9
2+
02.8
3
N 50%%d 48’ 42.34" E
N 46%%d 22’ 50.09" E
N 49%%d 39’ 57.67" EN 50^22’20.74" E
N 50%%d 48’ 42.38" E
CL
455-1
CL
455-2
SX455-1
SX455-2
NE455-2
NE455-1
EL
=
644.6
7’
STA = 67+00.00
EL = 639.99’
70+00 75+00
590
600
610
620
630
640
650
80+0065+00
590
600
610
620
630
640
650
VP
I S
TA
= 6
5+
44.2
9
RAMP NE455
64
1.0
4
630.7
9
630.2
2
62
3.7
0
615.9
3
609.3
9
602.6
6
597.4
6
59
0.2
1
586.6
9
58
2.1
4
57
9.0
0
57
6.8
1
576.1
8
577.6
3
57
5.5
1
L = 240.00’
K = 91
ex = -0.79’
STA = 73+20.00
EL = 605.03’
L = 480.00’
K = 98
ex = 2.95’
VP
C 6
5+
80.0
0 E
L. =
643.5
9’
VP
T 6
8+
20
.00
EL
. =
63
3.2
3’
VP
C 7
0+
80.0
0 E
L. =
618.5
6’
VP
T 7
5+
60
.00
EL
. =
60
3.3
0’
64
2.9
7
63
9.2
0
634.3
3
62
8.7
1
62
3.0
7
617.4
6
612.5
3
60
8.6
4
605.7
6
603.9
2
60
3.0
1
602.2
9
60
1.5
7
600.8
5
EXISTING GROUND
SPLINE GRADE
CONTROLLED BY
SH 121 PGL
C
C
L FM 455 STA 9+11.49 =
L RAMP NE455 STA = 65+26.27
BE
GIN
NE
455 S
TA
.65+
26.2
7
EL
= 6
45.0
3
BE
GIN
RA
MP
PR
OF
IL
E
EN
D R
AM
P P
RO
FIL
E S
TA
.79+
10.4
4
EL
= 6
00.7
8
PROP PGL
(-)1.9978%(-)3.0000%
(-)5.6400%
(-)5.6400%
(-)0.7200%
PGL
12’
LANE
2.0%
CSJ 0549-03-018NTS
12’
TURN
LANE
12’
TURN
LANE
4’
SH
LC RAMP
4’
SH
12’
PROP C-L
12’
LANE
4’
SH
CSJ 0549-03-018NTS
PGL
2.0%
PR
OP
OS
ED
RO
W
4’
SH
44’
PR
OP
OS
ED
RO
W
LC RAMP
PROP C-L
32’
CSJ 0549-03-018NTS
2’
9’
MEDIAN
2’
9’
MEDIAN
PGL
12’
TURN
LANE
12’
TURN
LANE
12’
LANE
12’
LANE
12’
LANE
12’
LANE
1’1’
96’ OVERALL WIDTH
2.0%
CSJ 0549-03-018NTS
2.0%
2.0% 2.0%
PROP C-L
PROP C-L
2.0%2.0%1.5%
4:1 USUAL
3:1 MAX
1.5%
4:1 USUAL
3:1 MAX
STA. 5+00 TO STA. 9+72.53
STA. 9+72.53 TO STA. 11+14.53
STA. 11+14.53 TO STA. 15+24.27
PGL
2.0%
CSJ 0549-03-018NTS
EXISTING FM 455 TYPICAL SECTION
2.0%
12’
LANE
12’
LANE
EX
IST
ING
RO
W
EX
IST
ING
RO
W
EXIST C-LLC FM 455
50’
PGL
VAR
CSJ 0549-03-018NTS
EXISTING CR 475 TYPICAL SECTION
VAR
LC CR 475
22’
EXIST C-L
EX
IST
ING
RO
W
50’ ROW
EX
IST
ING
RO
W
25’
CL
CL
C-L EB PGL LC
C-L WB PGL
PGLPGL
LC
PR
OP
OS
ED
RO
W
VARIES
46’-66’
VARIES
54’-66’
2.0%
CSJ 0549-03-018NTS
2.0%
PROP C-L
12’
LANE
12’
LANE
2’
SH
2’
SH
12’
LANE
12’
LANE
2’
SH
2’
SH
40’ 40’
2.0%2.0%
CL
C-L EB PGL LC
C-L WB PGL
PGLPGL
LC
PR
OP
OS
ED
RO
W
FUTURE
12’
LANE
19.5’7.5’
12’
TURN
LANE
160’ ROW
PROPOSED RAMP TYPICAL SECTION
AT FM 455 NB EXIT
PROPOSED RAMP TYPICAL SECTION
AT FM 455 NB ENTRANCE
PROPOSED CR 475/FM 455 BRIDGE TYPICAL SECTION
8.5’
MIN
8.5’
MIN
4:1 USUAL
3:1 MAX
1.5%
8.5’
MIN
1.5%
4:1 USUAL
3:1 MAX
8.5’
MIN
25’
50’
EXISTING 88’ ROW
PROPOSED FM 455 TYPICAL SECTION
PROPOSED FM 455 TYPICAL SECTION
STA. 53+87.83 TO STA. 59+53.57
STA. 59+53.57 TO STA. 64+80.48
12’
6:16:1 4:1
RET WALL
14’
LANE
4’
SH
8’
SHLDR
PGL2.0%
LC RAMP
PROP C-L
PR
OP
OS
ED
RO
W
CSJ 0549-03-018 NTS
26’
PROPOSED RAMP TYPICAL SECTION
AT FM 455 NB EXIT
VARIES
12’-30’
6:1
4:1 USUAL
3:1 MAX
STA. 65+72.75 TO STA. 72+95.43STA. 72+95.43 TO STA. 79+10.44
6:1
14’
LANE
4’
SH
8’
SHLDR
PGL2.0%
LC RAMP
PROP C-L
PR
OP
OS
ED
RO
W
CSJ 0549-03-018 NTS
26’ VARIES
74’-98’
6:1
PROPOSED RAMP TYPICAL SECTION
AT FM 455 NB ENTRANCE
4:1
RET WALL
3:1
MAX
3:1
MAX
6:1
VARIES
15’-33’
VARIES
25’-33’
RET WALL
3:1
MAX
6:1
VARIES
17’-25’
VARIES
54’-74’
6:1 4:1
STA. 58+10.41 TO STA. 64+73.08
14’
LANE
4’
SH
8’
SHLDR
2.0%
CSJ 0549-03-018NTS
26’
6:1
PROPOSED RAMP TYPICAL SECTION
AT FM 455 SB ENTRANCE
4:1
LC RAMP
PROP C-L
PGL
6:1
3:1MAX
RET WALL
VARIES
13’-44’
PR
OP
OS
ED
RO
W
VARIES
20’-28’
LANE
VARIES
0’-12’
12’
LANE
2.0%
CSJ 0549-03-018 NTS
12’
TURN
LANE
12’
TURN
LANE
4’
SH
4’
SH
12’
44’
PROPOSED RAMP TYPICAL SECTION
AT FM 455 SB EXIT STA. 70+88.27 TO STA. 76+45.41
STA. 65+18.69 TO STA. 70+88.27
12’
6:16:14:1
14’
LANE
4’
SH
8’
SHLDR
2.0%
CSJ 0549-03-018NTS
26’
PROPOSED RAMP TYPICAL SECTION
AT FM 455 SB EXIT
VARIES
19’-53’
6:1
3:1MAX
VARIES
22’-33’
3:1MAX
6:1
VARIES
17’-22’
PGL
PR
OP
OS
ED
RO
W
RET WALL
PROP C-LLC RAMP
VARIES
20’-31’
4:1 USUAL
3:1 MAX
PGLRET WALL
LC RAMP
PROP C-L
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
WP
RO
PO
SE
D R
OW
VARIES 100’-132’
80’ 80’
VARIES
20’-32’
VARIES
23’-43’
LANE
VARIES
0’-12’
LANE
VARIES
0’-12’
VARIES
0’-7’
VARIES
0’-19’
LANE
VARIES
0’-12’
LANE
VARIES
11’-12’
LANE
VARIES
11’-12’
VARIES
0’-2’
VARIES
0’-2’
VARIES
0’-2’
VARIES
0’-2’
VARIES
11’-28’
VARIES
11’-40’
6’
6:1
6:1
12’
6:1
6’
12’
6:1
6’
6:1
20’
6’
6:1
SUPERELEVATION TABLE
ROADWAY EVENTLEFT RIGHT
STA. X- SLOPE STA. X- SLOPE
RAMP BEGIN SE TRANSITION 60+12 2.00%
SE 455 END SE TRANSITION 60+64 -3.80%
BEGIN SE TRANSITION 62+95 -3.80%
END SE TRANSITION 63+47 2.00%
RAMP SE455 RAMP NX455 RAMP SX455 RAMP NE455
PI STATION
DEGREE OF CURVE = 0%%d 59’ 59.73"
PC STATION
PT STATION
DELTA
TANGENT
LENGTH
RADIUS
= 49+00.10
= 4%%d 00’ 00.00" (RT)
= 200.10
= 400.03
= 5,730.00
= 47+00.00
= 51+00.03
PI STATION
DELTA
DEGREE OF CURVE = 1%%d 59’ 59.47"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 56+49.47
= 7%%d 05’ 28.90" (LT)
= 177.52
= 354.59
= 2,865.00
= 54+71.95
= 58+26.54
PI STATION
DELTA
DEGREE OF CURVE = 1%%d 54’ 35.49"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 61+04.10
= 4%%d 00’ 00.04" (LT)
= 104.76
= 209.44
= 3,000.00
= 59+99.34
= 62+08.78
= 61+79.73
= 7%%d 31’ 50.68" (RT)
DEGREE OF CURVE = 2%%d 51’ 53.24"
= 131.63
= 262.87
= 2,000.00
= 60+48.10
= 63+10.98
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
PI STATION
DELTA
NX455-1SE455-1
NX455-2SE455-2
= 4%%d 19’ 34.40" (RT) PI STATION
DELTA
DEGREE OF CURVE = 3%%d 49’ 10.99"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 72+89.79
= 4%%d 25’ 52.25" (LT)
= 58.03
= 116.01
= 1,500.00
= 72+31.76
= 73+47.77
= 70+09.73
DEGREE OF CURVE = 1%%d 54’ 35.49"
= 113.31
= 226.52
= 3,000.00
= 68+96.42
= 71+22.94
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
SX455-1NE455-1
DEGREE OF CURVE = 0%%d 59’ 59.73"
PC STATION
PT STATION
= 81+23.17
= 4%%d 19’ 34.40" (LT)
= 216.43
= 432.65
= 5,730.00
= 79+06.74
= 83+39.39
DELTA
TANGENT
LENGTH
RADIUS
PI STATION
SX455-2
PI STATION
DEGREE OF CURVE = 0%%d 57’ 17.75"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
DELTA
= 81+79.60
= 3%%d 59’ 30.65" (RT)
= 209.10
= 418.03
= 6,000.00
= 79+70.51
= 83+88.53
NE455-2
PI STATION
DELTA
DEGREE OF CURVE = 1%%d 44’ 10.44"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 11+94.23
= 11%%d 29’ 58.45" (LT)
= 332.28
= 662.33
= 3,300.00
= 8+61.95
= 15+24.27
PI STATION
DEGREE OF CURVE = 11%%d 01’ 06.31"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 7+04.55
= 35%%d 54’ 33.30" (LT)
= 168.50
= 325.90
= 520.00
= 5+36.04
= 8+61.95
DELTA
CL455-1CL455-2
END BRIDGE
\ STA. 11+14.53
BEGIN BRIDGE
\ STA. 9+72.53
\ SH 121 STA 465+17.16 =
\ FM 455 STA 10+43.55
C FM 455 STA. 9+11.49 =
B RAMP NX455 STA.= 65+26.27
B RAMP NE455 STA. = 65+26.27
L
L
LL
L
L
C FM 455 STA. 9+11.49 =
B RAMP NE455 STA. = 65+26.27
L
L
\ FM 455 STA. 9+11.49 =
L RAMP NX455 STA. 65+26.27
\ SH 121 STA 465+17.16 =
\ FM 455 STA 10+43.55
FM 455
END CONSTRUCTION
\ FM 455 STA. 14+00.00
\ SH 121
L RAMP SX455
L RAMP SE455
L RAMP SE455
L RAMP NE455
\ FM 455
\ FM 455
\ FM 455
\ FM 455
\ FM 455
\ SH 121
\ SH 121
\ SH 121
\ SH 121
L RAMP SE455
L RAMP NX455L RAMP NX455
L RAMP SE455L RAMP SX455
L RAMP NE455
36’
R 2
0’
R 2
0’
R 2
0’
20’
26’
39’
44
’
20
’
26’
32
’
58
’
180’ TAPER
100’
28’
245’LANE TAPER
193’
LANE TAPER
22’
FARM
ROAD
455
FARM
ROAD
2862
TEXAS
5
TEXAS
121
TEXAS
160
TEXAS
121
FARM
ROAD
455
TEXAS
121
FARM
ROAD
455
TEXAS
121
FARM
ROAD
455
FARM
ROAD
455
TEXAS
121
FARM
ROAD
455
TEXAS
121
425’ TURN LANES
BOTH SIDES
100’
TAPER
425’ TURN LANE
BOTH SIDES
100’
TAPER
BEGIN CONSTRUCTION
\ FM 455 STA. 5+00.00
MATCH EXIST PAVEMENT
37’
25’
FUTURE FM 455
CSJ: 2845-01-015
SCHEMATIC BY OTHERS
L
L
L
L
L
L
L
L
C FM 455 STA. 11+75.56 =
B RAMP SE455 STA.= 65+18.69
B RAMP SX455 STA. = 65+18.69
BEGIN RAMP
B SE455 STA. 46+00.00
END RAMP
B SE455 STA. 64+73.08
BEGIN RAMP
B NX455 STA. 47+00.00
END RAMP
B NX455 STA. 64+80.48
BEGIN RAMP
B SX455 STA. 65+64.04
END RAMP
B SX455 STA. 83+39.39
END RAMP
B NE455 STA. 92+02.83
BEGIN RAMP
B NE455 STA. 65+72.75
\ FM 455 STA. 11+75.57 =
L RAMP SE455 STA.= 65+18.69
\ FM 455 STA. 11+75.57 =
L RAMP SX455 STA. 65+18.69
B
B
B
B
B
B
B
B
B
B
B
B
9 9
R 5
0’
R 5
0’
R 5
0’
R 5
0’
R 2
0’
