DesignJET 5500 Color RTL.PLT, 200 SCALE, 16.7 X 121 ... 121 - Roll 11 of 11.pdfBOWDEN 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 SH160_200.dgn bsowels 8:31:34 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 SH160_200.dgn bsowels 8:31:34 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 SB SH 121 NB 16.93’ CLEAR BEGIN BRIDGE C STA. 12+76.52 L L END BRIDGE C STA. 14+18.52 670 680 690 660 650 SH 160 CL CR 635 10+00 15+00 20+00 670 680 690 660 650 700 700 C C BEGIN CONST. STA. 5+00.00 MATCH EXISTING EL = 681.25 END CONST. STA. 22+83.71 MATCH EXISTING EL = 693.74 681.25 682.85 684.62 686.06 687.28 688.05 688.34 688.23 687.86 687.45 687.47 688.78 690.03 690.72 691.74 692.09 692.40 693.04 5+00 L SH 121 STA 790+97.42 = L SH 160 STA 13+48.39 EXISTING GROUND PROP PGL 20+00 681.25 683.34 686.33 689.55 692.33 694.52 696.14 697.19 697.66 697.55 696.87 695.61 694.15 692.77 692.08 692.13 692.55 693.20 (+)1.8145 % (+)3.2626 % VPC 5+25.00 EL. = 681.70’ VPT 6+75.00 EL. = 685.51’ VPC 7+65.00 EL. = 688.45’ STA = 6+00.00 EL = 683.07’ ex = 0.27’ K = 104 L = 150.00’ VPC 5+02.00 EL. = 681.29’ (-)1.4619 % VPT 15+85.00 EL. = 695.83’ STA = 18+55.00 EL = 691.88’ ex = 0.41’ K = 123 L = 200.00’ VPC 17+55.00 EL. = 693.35’ VPT 19+55.00 EL. = 692.05’ (+)0.6499% (+)0.1670% VPI 20+47.50 EL = 692.21’ (+)3.2626 % STA = 11+75.00 EL = 701.82’ ex = -4.84’ K = 174 L = 820.00’ (-)1.4619% S S TFP TFP S FP LP TFP S PIPE PIPE CULVERT CULVERT PARKING AREA PIPE GATE TANK SIGN TANK S S S S S TL TL TL TL S S S S SIGN TFP TFP SIGN PILE S TFP CULVERT S S S SIGN CULVERT CULVERT SIGN CULVERT CULVERT PIPE TANK PIPE CULVERT CULVERT PIPE PILE CULVERT CULVERT CULVERT GATE CULVERT UNPAVED PARKING PARKING AREA 43 680.64 PILE WE 655.72 OBSCURED OBSCURED OBSCURED OBSCURED PILE CULVERT CULVERT SIGN TFP TFP SIGN TFP TANK LP TFP S S PILE S CULVERT CULVERTS CULVERT PILE GATE OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED GATE S S S CULVERTS CULVERTS CULVERTS OBSCURED UNPAVED PARKING CULVERT CULVERT TANK SH 160 SH 78 ATNIP JEAN C STATE OF TEXAS BOB & LARRY STATE OF TEXAS HARLOW HALEY & RUTH BURGESS ROBERT JR ATNIP JEAN C HARLOW HALEY & RUTH WHITFIELD JACKIE ESTRADA JOSE LUIS BLANTON JAMES & SLINGERLAND DOROTHY EXIST. ROW PROP. ROW PROP. ROW 785+00 790+00 795+00 800+00 N 57%%d 52’ 12.65" E N 23%%d 12’ 03.79" W N 1%%d 30’ 01.80" W POT 5+00.00 5+00 10+00 15+00 PC 15+29.48 PT 19+08.23 20+00 POT 22+83.71 N 53%%d 39’ 53.32" E N 57%%d 52’ 12.65" E 85+00 90+00 POT 91+04.92 85+00 90+00 N 57%%d 52’ 12.65" E N 57%%d 52’ 12.65" E 95+00 100+00 95+00 100+00 N 57%%d 52’ 12.65" E N 54%%d 13’ 05.92" E SH 160 SH 160 S S S S TL TL TL TL S S TFP SIGN PILE S TFP CULVERT S S SIGN CULVERT CULVERT SIGN CULVERT CULVERT PIPE TANK PIPE CULVERT CULVERT PIPE PILE CULVERT CULVERT CULVERT GATE CULVERT UNPAVED PARKING PARKING AREA 43 680.64 42 672.27 S S S S S CULVERT CULVERT PILE PILE S CULVERT CULVERT TFP GATE AC UNIT TANK S S S OBSCURED OBSCURED OBSCURED OBSCURED CULVERT CULVERT PARKING AREA OBSCURED CULVERT SIGN SIGN TFP TANK LP TFP S S PILE S CULVERT CULVERTS CULVERT PILE GATE OBSCURED OBSCURED OBSCURED OBSCURED CULVERTS CULVERTS CULVERTS OBSCURED 35 668.68 34 662.98 S OBSCURED UNPAVED PARKING CULVERT CULVERT TANK SH 78 STATE OF TEXAS HARLOW BOB & LARRY ZIMMERMAN KURT & BETSY JAFARI BEHZAD STATE OF TEXAS HARLOW HALEY & RUTH HOW LIMITED PARTNERSHIP PASTRANA AGUSTIN & HARLOW HALEY & RUTH ESTRADA JOSE LUIS BLANTON JAMES & SLINGERLAND DOROTHY EXIST. ROW EXIST. ROW PROP. ROW 600’ TAPER 450’ ACCELERATION 150’ TAPER PROP ROW VARIES 100’ - 168’ 44’ 26’ 170’ 765+00 PT 769+15.77 770+00 775+00 780+00 785+00 790+00 795+00 PI STATION = 764+57.89 DELTA = 4%%d 22’ 28.34" (LT) DEGREE OF CURVE = 0%%d 28’ 38.87" TANGENT = 458.32 LENGTH = 916.20 RADIUS = 12,000.00 PC STATION = 759+99.57 PT STATION = 769+15.77 N 57%%d 52’ 12.65" E N 23%%d 12’ 03.79" W 5+00 10+00 15+00 N 56%%d 46’ 01.64" E N 57%%d 29’ 58.85" E N 53%%d 39’ 53.32" E N 57%%d 52’ 12.65" E PI 69+00.00 70+00 75+00 PI 75+23.35 PC 78+32.64 80+00 PT 80+52.84 85+00 PC 88+23.83 PT 89+70.62 90+00 POT 91+04.92 PC 72+00.00 75+00 PRC 79+10.34 80+00 85+00 PT 86+20.69 90+00 N 57%%d 52’ 12.65" E N 57%%d 52’ 12.65" E 95+00 PC 95+64.83 PC 92+30.33 PT 93+57.80 95+00 N 57%%d 52’ 12.65" E SE160-2 SE160-1 NX160-1 NX160-2 NE160-1 SH 160 Ramp SE160 85+00 90+00 650 660 670 680 690 700 Ramp SE160 650 660 670 680 690 700 RAMP SE160 675.72 677.59 678.75 679.76 681.38 683.20 684.77 686.38 687.42 687.86 687.93 EXISTING GROUND SPLINE GRADE CONTROLLED BY SH121 PGL PROP PGL 675.85 676.16 676.28 677.16 679.05 681.93 685.08 688.24 691.40 694.47 696.93 (+)0.1200 % (+)0.1200 % (+)3.1584 % (+)3.1584 % (+)2.4602 % (+)2.1020 % STA = 84+25.00 EL = 676.40’ ex = 1.14’ K = 99 L = 300.00’ STA = 90+00.00 EL = 694.56’ ex = -0.09’ K = 143 L = 100.00’ BEGIN RAMP PROFILE STA.82+43.30 EL = 676.18 VPC 82+75.00 EL. = 676.22’ VPT 85+75.00 EL. = 681.14’ VPT 90+50.00 EL. = 695.79’ VPC 89+50.00 EL. = 692.98’ END RAMP PROFILE STA = 90+75.00 EL = 696.41’ END SE160 STA.91+04.92 EL = 697.03 S S S S TL TL TL TL S S TFP SIGN PILE S CULVERT S S SIGN CULVERT CULVERT SIGN CULVERT CULVERT PIPE TANK CULVERT CULVERT PIPE PILE CULVERT CULVERT CULVERT CULVERT UNPAVED PARKING PARKING AREA 43 680.64 42 672.27 S S S S S CULVERT CULVERT PILE PILE S CULVERT CULVERT TFP GATE AC UNIT TANK S S S OBSCURED OBSCURED OBSCURED OBSCURED CULVERT CULVERT PARKING AREA CULVERT SIGN SIGN TFP TANK LP TFP S S PILE S CULVERT CULVERTS CULVERT PILE GATE OBSCURED OBSCURED OBSCURED OBSCURED CULVERTS CULVERTS CULVERTS OBSCURED 35 668.68 34 662.98 S OBSCURED UNPAVED PARKING CULVERT CULVERT TANK SH 78 STATE OF TEXAS HARLOW BOB & LARRY ZIMMERMAN KURT & BETSY JAFARI BEHZAD STATE OF TEXAS HARLOW HALEY & RUTH HOW LIMITED PARTNERSHIP AGUSTIN & HARLOW HALEY & RUTH ESTRADA JOSE LUIS BLANTON JAMES & SLINGERLAND DOROTHY EXIST. ROW EXIST. ROW PROP. ROW 600’ TAPER 450’ ACCELERATION 150’ TAPER PROP ROW VARIES 100’ - 168’ 44’ 26’ 170’ 765+00 PT 769+15.77 770+00 775+00 780+00 785+00 790+00 795+00 PI STATION = 764+57.89 = 4%%d 22’ 28.34" (LT) DEGREE OF CURVE = 0%%d 28’ 38.87" TANGENT = 458.32 LENGTH = 916.20 RADIUS = 12,000.00 PC STATION = 759+99.57 PT STATION = 769+15.77 N 57%%d 52’ 12.65" E N 23%%d 12’ 03.79" W 5+00 10+00 15+00 N 56%%d 46’ 01.64" E N 57%%d 29’ 58.85" E N 53%%d 39’ 53.32" E N 57%%d 52’ 12.65" E PI 69+00.00 70+00 75+00 PI 75+23.35 PC 78+32.64 80+00 PT 80+52.84 85+00 PC 88+23.83 PT 89+70.62 90+00 POT 91+04.92 PC 72+00.00 75+00 PRC 79+10.34 80+00 85+00 PT 86+20.69 90+00 N 57%%d 52’ 12.65" E N 57%%d 52’ 12.65" E 95+00 PC 95+64.83 PC 92+30.33 PT 93+57.80 95+00 N 57%%d 52’ 12.65" E SE160-2 SE160-1 NX160-1 NX160-2 NE160-1 SH 160 650 660 670 680 690 700 STA = 81+25.00 EL = 675.60’ L = 200.00’ K = 116 ex = 0.43’ EL = 696.94’ VPC 80+25.00 EL. = 675.08’ VPT 82+25.00 EL. = 677.84’ 80+00 85+00 90+00 674.43 674.95 675.71 677.31 679.52 681.76 684.01 686.25 688.49 690.73 692.98 695.22 VPI STA = 90+76.89 650 660 670 680 690 700 RAMP NX160 670.68 671.07 671.89 672.67 673.85 675.08 676.95 678.64 680.64 681.91 683.36 683.74 685.44 686.10 687.04 EXISTING GROUND SPLINE GRADE CONTROLLED BY SH121 PGL EL = 697.32 END NX160 STA.90+95.12 EL = 674.21 BEGIN RAMP PROFILE STA.78+61.19 END RAMP PROFILE PROP PGL (+)0.5200% (+)2.2426% (+)2.2426% (+)2.0582% (+)0.3100% GATE TANK S S S TL TL TL TL S S SIGN SIGN PILE S TFP CULVERT S S S SIGN CULVERT SIGN CULVERT CULVERT PIPE TANK PIPE CULVERT CULVERT PIPE PILE CULVERT CULVERT CULVERT GATE CULVERT UNPAVED PARKING SIGN OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED S S S S 46 654.01 WE 655.72 S TFP OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED PILE TANK S S S CULVERT CULVERT S S OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED PILE GATE PILE SIGN TFP TANK LP TFP S S PILE S CULVERT CULVERTS CULVERT PILE GATE S OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED CULVERT CULVERT GATE S S TANK SH 160 SH 78 ATNIP JEAN C STATE OF TEXAS STATE OF TEXAS BLANTON JAMES A BURGESS ROBERT JR MCGEE J EDD ATNIP JEAN C OWNBY TONY R HARLOW HALEY & RUTH WHITFIELD JACKIE ESTRADA JOSE LUIS BLANTON JAMES & SLINGERLAND DOROTHY MCGEE J EDD EXIST. ROW EXIST. ROW PROP. ROW PROP. ROW 790+00 795+00 800+00 805+00 PC 809+41.71 810+00 815+00 N 57%%d 52’ 12.65" E PI STATION DELTA DEGREE OF CURVE = 1%%d 21’ 51.07" TANGENT LENGTH RADIUS PC STATION PT STATION N 23%%d 12’ 03.79" W N 1%%d 30’ 01.80" W 10+00 15+00 20+00 N 57%%d 52’ 12.65" E PC 88+23.83 PT 89+70.62 90+00 POT 91+04.92 85+00 PT 86+20.69 90+00 N 57%%d 52’ 12.65" E N 57%%d 52’ 12.65" E 95+00 PC 95+64.83 100+00 PRC 102+79.65 105+00 PCC 107+91.14 PT 109+31.84 PC 92+30.33 PT 93+57.80 95+00 100+00 PC 102+97.41 PT 104+88.62 105+00 PC 109+40.95 110+00 PT 112+23.76 N 57%%d 52’ 12.65" E N 54%%d 13’ 05.92" E N 57%%d 31’ 11.79" E N 56%%d 43’ 05.48" E N 52%%d 40’ 02.31" E PI 108+15.81 PI 113+48.53 CL121-16 SE160-2 SX160-1 NE160-1 NE160-2 NE160-3 SX160-2 SX160-3 DESERT GROVE CREEK 650 660 670 680 690 700 EL = 696.65’ STA = 92+50.00 EL = 692.85’ L = 200.00’ K = 172 ex = -0.29’ STA = 101+00.00 EL = 657.45’ L = 360.00’ K = 104 ex = 1.56’ VPC 91+50.00 EL. = 695.85’ VPT 93+50.00 EL. = 688.68’ VPC 99+20.00 EL. = 664.95’ VPT 102+80.00 EL. = 656.21’ 95+00 100+00 694.28 690.69 686.60 682.44 678.27 674.11 669.95 665.78 661.93 659.02 657.07 656.07 VPI STA = 91+23.14 650 660 670 680 690 700 RAMP SX160 686.91 685.68 683.53 680.94 677.99 674.54 671.01 667.73 664.53 661.55 658.49 655.71 654.29 643.66 EXISTING GROUND 1-24" RCP FL 668.1 END SX160 STA.91+04.82 EL = 697.03 SPLINE GRADE CONTROLLED BY SH121 PGL EL = 655.89 BEGIN RAMP PROFILE END RAMP PROFILE STA.103+27.16 PROP PGL (-)2.0801% (-)3.0000% (-)4.1643% (-)4.1643% (-)0.6900% GATE TANK S S S TL TL TL TL S S SIGN SIGN PILE S CULVERT S S S SIGN SIGN CULVERT CULVERT PIPE TANK PIPE CULVERT CULVERT PILE CULVERT CULVERT CULVERT GATE CULVERT UNPAVED PARKING OBSCURED SIGN OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED S S S S 46 654.01 WE 655.72 S TFP OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED PILE TANK S S S CULVERT CULVERT S S OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED PILE GATE PILE SIGN TFP TANK LP TFP S S PILE S CULVERT CULVERTS CULVERT PILE GATE S OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED CULVERT CULVERT GATE S S TANK SH 78 ATNIP JEAN C STATE OF TEXAS STATE OF TEXAS BLANTON JAMES A BURGESS ROBERT JR MCGEE J EDD ATNIP JEAN C OWNBY TONY R HARLOW HALEY & RUTH ESTRADA JOSE LUIS BLANTON JAMES & SLINGERLAND DOROTHY MCGEE J EDD EXIST. ROW PROP. ROW PROP. ROW 26’ 44’ PROP ROW VARIES 100’ - 120’ 450’ ACCEL. 600’ TAPER 170’ PROP ROW VARIES 120’ - 190’ 790+00 795+00 800+00 805+00 PC 809+41.71 810+00 815+00 N 57%%d 52’ 12.65" E PI STATION DELTA DEGREE OF CURVE = 1%%d 21’ 51.07" TANGENT LENGTH RADIUS PC STATION PT STATION N 23%%d 12’ 03.79" W N 1%%d 30’ 01.80" W 10+00 15+00 20+00 N 57%%d 52’ 12.65" E PC 88+23.83 PT 89+70.62 90+00 POT 91+04.92 PT 86+20.69 90+00 N 57%%d 52’ 12.65" E N 57%%d 52’ 12.65" E 95+00 PC 95+64.83 100+00 PRC 102+79.65 105+00 PCC 107+91.14 PT 109+31.84 PC 92+30.33 PT 93+57.80 95+00 100+00 PC 102+97.41 PT 104+88.62 105+00 PC 109+40.95 110+00 PT 112+23.76 N 57%%d 52’ 12.65" E N 54%%d 13’ 05.92" E N 57%%d 31’ 11.79" E N 56%%d 43’ 05.48" E N 52%%d 40’ 02.31" E PI 108+15.81 PI 113+48.53 CL121-16 SE160-2 SX160-1 NE160-1 NE160-2 NE160-3 SX160-2 SX160-3 DESERT GROVE CREEK Ramp NE160 650 660 670 680 690 700 Ramp NE160 EL = 696.97’ STA = 92+10.00 EL = 694.17’ L = 160.00’ K = 93 ex = -0.34’ STA = 98+90.00 EL = 662.74’ L = 300.00’ K = 101 ex = 1.12’ VPC 91+30.00 EL. = 696.49’ VPT 92+90.00 EL. = 690.47’ VPC 97+40.00 EL. = 669.67’ VPT 100+40.00 EL. = 660.28’ 95+00 100+00 650 660 670 680 690 700 697.23 694.20 690.01 685.39 680.77 676.14 671.52 667.08 663.55 661.01 VPI STA = 91+13.33 650 660 670 680 690 700 650 660 670 680 690 700 RAMP NE160 688.33 685.42 683.91 681.44 677.89 672.31 665.54 663.80 663.38 656.79 649.80 650.29 EXISTING GROUND 1-24" RCP BEGIN NE160 STA.90+95.12 EL = 697.32 EL = 660.16 SPLINE GRADE CONTROLLED BY SH121 PGL END RAMP PROFILE STA.100+48.35 BEGIN RAMP PROFILE PROP PGL (-)1.8990% (-)2.8990% (-)4.6223% (-)4.6223% (-)1.6400% PGL 2.0% CSJ 0549-03-021 NTS 2.0% EXISTING ROW EXISTING ROW 30’ 12’ LANE 12’ LANE 10’ SHLDR 44’ PGL 2.0% CSJ 0549-03-021 NTS 2.0% PROPOSED ROW 150’ ROW 75’ 6:1 USUAL 6:1 USUAL PGL 2.0% CSJ 0549-03-021 NTS 2.0% EXISTING ROW EXISTING ROW 12’ LANE 12’ LANE CSJ 0549-03-021 NTS PGL 12’ TURN LANE 12’ TURN LANE 12’ LANE 12’ LANE 1’ 1’ 66’ OVERALL WIDTH 2.0% 2.0% 8’ SHLDR 8’ SHLDR EXIST C-L EXIST C-L PROP C-L L C L C L C L C EXISTING SH 160 TYPICAL SECTION STA. 5+00 TO STA. 13+48.38 STA. 13+48.38 TO STA. 22+83.71 STA. 12+76.52 TO STA. 14+18.52 PGL 12’ LANE 2.0% CSJ 0549-03-021 NTS 12’ TURN LANE 12’ TURN LANE 4’ SH L C RAMP 4’ SH 6:1 USUAL 4:1 USUAL 12’ 22’ 6:1 USUAL 3:1 MAX PROP C-L 44’ PROPOSED ROW 14’ LANE 4’ SH 8’ SHLDR 12’ 6:1 USUAL 4:1 USUAL 6:1 USUAL 3:1 MAX PGL 2.0% L C RAMP PROP C-L PROPOSED ROW CSJ 0549-03-021 NTS 26’ 14’ LANE 4’ SH 8’ SHLDR 12’ 6:1 USUAL 4:1 USUAL 6:1 USUAL 3:1 MAX 2.0% EXISTING ROW CSJ 0549-03-021 NTS 26’ L C RAMP PROP C-L PGL 12’ LANE 2.0% CSJ 0549-03-021 NTS 12’ TURN LANE 12’ TURN LANE 4’ SH 4’ SH 6:1 USUAL 4:1 USUAL 12’ 6:1 USUAL 3:1 MAX 44’ EXISTING ROW L C RAMP PROP C-L PGL EXISTING 110’ ROW 55’ 55’ EXISTING 60’ ROW 10’ SHLDR 26’ PGL 2.0% CSJ 0549-03-021 NTS 2.0% 6:1 USUAL 6:1 USUAL 3:1 MAX PROP C-L L C STA. 5+00 TO STA. 12+76.52 STA. 14+18.52 TO STA. 22+83.71 LANE VARIES 0’-12’ LANE VARIES 0’-12’ 12’ LANE 12’ LANE SHLDR VARIES 1’-8’ SHLDR VARIES 8’-12’ SHLDR VARIES 8’-10’ LANE VARIES 0’-12’ LANE VARIES 0’-12’ 12’ LANE 12’ LANE PROPOSED ROW PROPOSED ROW PROPOSED ROW SHLDR VARIES 1’-8’ EXISTING SH 160 TYPICAL SECTION PROPOSED SH 160 BRIDGE TYPICAL SECTION PROPOSED SH 160 TYPICAL SECTION PROPOSED SH 160 TYPICAL SECTION PROPOSED RAMP TYPICAL SECTION AT SH 160 SB EXIT PROPOSED RAMP TYPICAL SECTION AT SH 160 SB ENTRANCE PROPOSED RAMP TYPICAL SECTION AT SH 160 NB ENTRANCE PROPOSED RAMP TYPICAL SECTION AT SH 160 NB EXIT 30’ EX/PROP C-L 75’ VARIES 26’-64’ 4:1 USUAL 3:1 MAX STA. 91+27.97 TO STA. 100+48.35 STA. 82+43.30 TO STA. 90+71.54 STA. 91+39.07 TO STA. 95+64.83 14’ LANE 4’ SH 8’ SHLDR 12’ 6:1 USUAL 4:1 USUAL 20’ 6:1 USUAL 3:1 MAX PGL 2.0% L C RAMP PROP C-L PROPOSED ROW CSJ 0549-03-021 NTS 26’ PROPOSED RAMP TYPICAL SECTION AT SH 160 NB EXIT STA. 85+35.37 TO STA. 90+62.72 14’ LANE 4’ SH 8’ SHLDR 12’ 6:1 USUAL 4:1 USUAL 6:1 USUAL 3:1 MAX 2.0% EXISTING ROW CSJ 0549-03-021 NTS 26’ L C RAMP PROP C-L PGL PROPOSED RAMP TYPICAL SECTION AT SH 160 SB EXIT STA. 95+64.83 TO STA. 103+27.16 VARIES 46’-64’ 3:1 MAX 4:1 USUAL 12’ 12’ VARIES 20’-28’ VARIES 32’-68’ VARIES 20’-33’ VARIES 33’-88’ ROW VARIES 80’-130’ VARIES 40’-65’ VARIES 40’-65’ STA. 78+61.19 TO STA. 85+35.37 SUPERELEVATION TABLE ROADWAY EVENT LEFT RIGHT STA. X- SLOPE STA. X- SLOPE SH 78 BEGIN SE TRANSITION 15+29 -2.00% 15+29 -2.00% SH 160 END SE TRANSITION 18+42 5.90% 17+01 -5.90% SH 160 BEGIN SE TRANSITION 18+73 5.90% 18+57 -5.90% END SE TRANSITION 22+21 -2.00% 20+28 -2.00% SUPERELEVATION TABLE ROADWAY EVENT LEFT RIGHT STA. X- SLOPE STA. X- SLOPE RAMP BEGIN SE TRANSITION 87+37 2.00% SE 160 END SE TRANSITION 88+46 -2.80% BEGIN SE TRANSITION 89+49 -2.80% END SE TRANSITION 90+57 2.00% RAMP SE160 RAMP NX160 RAMP NE160 = 108+61.50 = 1%%d 56’ 30.07" (LT) DEGREE OF CURVE = 1%%d 22’ 47.84" = 140.71 = 4,152.00 = 107+91.14 = 109+31.84 PI STATION DEGREE OF CURVE = 1%%d 25’ 56.62" TANGENT LENGTH RADIUS PC STATION PT STATION NE160-3 PC STATION PT STATION TANGENT LENGTH RADIUS PI STATION DELTA SX160-3 PI STATION DELTA SX160-2 DEGREE OF CURVE = 0%%d 57’ 17.75" TANGENT LENGTH RADIUS PT STATION PC STATION = 105+35.55 = 4%%d 53’ 03.70" (LT) = 255.90 = 511.49 = 6,000.00 = 102+79.65 = 107+91.14 = 70.36 DELTA = 110+82.41 = 4%%d 03’ 03.17" (LT) = 141.46 = 282.80 = 4,000.00 = 109+40.95 = 112+23.76 PI STATION DEGREE OF CURVE = 1%%d 54’ 35.49" TANGENT LENGTH RADIUS PC STATION PT STATION DELTA = 103+93.05 = 3%%d 39’ 06.73" (RT) = 95.64 = 191.21 = 3,000.00 = 102+97.41 = 104+88.62 PC STATION PT STATION PI STATION DELTA DEGREE OF CURVE = 0%%d 57’ 17.75" TANGENT LENGTH RADIUS SX160-1 = 99+22.66 = 6%%d 49’ 33.77" (RT) = 357.83 = 714.82 = 6,000.00 = 95+64.83 = 102+79.65 PI STATION DEGREE OF CURVE = 2%%d 51’ 53.24" TANGENT LENGTH RADIUS PC STATION PT STATION DELTA = 92+94.09 = 3%%d 39’ 06.73" (LT) = 63.76 = 127.47 = 2,000.00 = 92+30.33 = 93+57.80 SE160-2 PI STATION DELTA DEGREE OF CURVE = 2%%d 51’ 53.24" TANGENT LENGTH RADIUS PC STATION PT STATION = 88+97.26 = 4%%d 12’ 19.33" (RT) = 73.43 = 146.80 = 2,000.00 = 88+23.83 = 89+70.62 = 82+65.93 = 6%%d 46’ 59.84" (LT) DEGREE OF CURVE = 0%%d 57’ 17.75" = 355.59 = 710.34 = 6,000.00 = 79+10.34 = 86+20.69 = 4%%d 12’ 19.33" (LT) PI STATION TANGENT PC STATION PT STATION NX160-2 DELTA LENGTH RADIUS DEGREE OF CURVE = 1%%d 54’ 35.49" = 3,000.00 = 78+32.64 = 80+52.84 = 110.15 = 220.19 = 79+42.79 PI STATION DELTA SE160-1 TANGENT LENGTH RADIUS PC STATION PT STATION = 75+55.59 = 6%%d 46’ 59.84" (RT) DEGREE OF CURVE = 0%%d 57’ 17.75" = 355.59 = 710.34 = 6,000.00 = 72+00.00 = 79+10.34 PI STATION TANGENT LENGTH RADIUS PC STATION PT STATION NX160-1 DELTA NE160-1 NE160-2 PI STATION DELTA DEGREE OF CURVE = 5%%d 43’ 46.48" TANGENT LENGTH RADIUS PC STATION PT STATION CL160-1 = 17+21.15 = 21%%d 42’ 01.99" (RT) = 191.67 = 378.75 = 1,000.00 = 15+29.48 = 19+08.23 RAMP SX160 END BRIDGE \ STA. 14+18.52 BEGIN BRIDGE \ STA. 12+76.52 \ SH 160 STA 12+14.90 = L NX160 STA 90+95.12 = L NE160 STA. 90+95.12 \ SH 160 STA 14+82.01 = L SE160 STA 91+04.92 = L SX160 STA. 91+04.92 \ SH 121 STA 790+97.42 = \ SH 160 STA 13+48.34 \ SH 121 STA 790+97.42 = \ SH 160 STA 13+48.34 \ SH 160 STA 14+82.01 = L SE160 STA 91+04.92 \ SH 160 STA 12+14.90 = B NX160 STA 90+95.12 \ SH 121 STA 790+97.42 = \ SH 160 STA 13+48.34 \ SH 160 STA 14+82.01 = B SX160 STA. 91+04.92 \ SH 160 STA 12+14.90 = B NE160 STA. 90+95.12 \ SH 121 L RAMP SE160 L RAMP NX160 L RAMP SX160 L RAMP NE160 \ SH 160 L RAMP SE160 \ SH 160 \ SH 121 \ SH 121 \ SH 121 B RAMP SX160 \ SH 160 \ SH 160 B RAMP NE160 \ SH 121 L RAMP NX160 \ SH 160 SH 160 R 50’ R 50’ R 50’ 32’ 150’ TAPER 26’ 20’ 26’ 20’ 44’ 26’ 26’ 20’ 600’ LANE TAPER BEGIN CONSTRUCTION \ SH160 STA. 5+00.00 MATCH EXIST PAVEMENT R 40’ R 40’ R 40’ R 40’ R 50’ 425’ TURN LANE BOTH SIDES 100’ TAPER BOTH SIDES 100’ TAPER BOTH SIDES 425’ TURN LANE BOTH SIDES TEXAS 160 TEXAS 121 TEXAS 160 TEXAS 121 TEXAS 160 TEXAS 160 TEXAS 121 TEXAS 160 TEXAS 160 TEXAS 160 TEXAS 160 TEXAS 121 TEXAS 160 TEXAS 160 TEXAS 121 \ SH 121 STA 790+97.42 = \ SH 160 STA 13+48.34 \ SH 121 STA 790+97.42 = \ SH 160 STA 13+48.34 BEGIN L RAMP SE160 STA. 69+00.00 END L RAMP SE160 STA. 90+71.54 END B RAMP NX160 STA. 90+62.72 BEGIN B RAMP NX160 STA. 72+00.00 END B RAMP SX160 STA. 109+31.84 BEGIN B RAMP SX160 STA. 91+39.07 BEGIN B RAMP NE160 STA. 91+27.97 END B RAMP NE160 STA. 112+23.76 75’ 75’ 150’ 56’ 64’ 46’ 64’ BOTH SIDES 150’ SHLDR TAPER 365’ LANE TAPER 600’ LANE TAPER 150’ LANE TAPER 131’ 25’ END CONSTRUCTION \ SH 160 STA 22+83.71 MATCH EXIST PAVEMENT B B B B B B B B B B B B L L B L L L L L L L L L 11 11
Transcript of DesignJET 5500 Color RTL.PLT, 200 SCALE, 16.7 X 121 ... 121 - Roll 11 of 11.pdfBOWDEN BAILEY COLLEGE...
FT (HORIZONTAL) Texas Department of Transportation
R C 2011
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k
Bra
nch
VERONA
Cre
ek
0.8
Brinlee
D
B78
D
B78
ALTOGA
75
5
75
2933
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
12
1 S
B
SH
121 N
B
16
.93
’
CL
EA
R
BEGIN BRIDGE
C STA. 12+76.52L
L
END BRIDGE
C STA. 14+18.52
670
680
690
660
650
SH 160
CL CR 635
10+00 15+00 20+00
670
680
690
660
650
700700
C
C
BE
GIN
CO
NS
T. S
TA
. 5+
00.0
0
MA
TC
H E
XIS
TIN
G
EL
= 6
81.2
5
EN
D C
ON
ST
. S
TA
. 22+
83.7
1
MA
TC
H E
XIS
TIN
G
EL
= 6
93.7
4
681.2
5
682.8
5
684.6
2
686.0
6
687.2
8
688.0
5
68
8.3
4
688.2
3
687.8
6
687.4
5
68
7.4
7
688.7
8
690.0
3
690.7
2
69
1.7
4
692.0
9
69
2.4
0
69
3.0
4
5+00
L SH 121 STA 790+97.42 =
L SH 160 STA 13+48.39
EXISTING GROUND
PROP PGL
20+00
681.2
5
68
3.3
4
686.3
3
689.5
5
692.3
3
694.5
2
69
6.1
4
697.1
9
697.6
6
697.5
5
69
6.8
7
69
5.6
1
694.1
5
69
2.7
7
692.0
8
692.1
3
692.5
5
69
3.2
0
(+)1.8145 %(+
)3.2626 %
VP
C 5
+2
5.0
0 E
L.
= 6
81
.70
’
VP
T 6
+7
5.0
0 E
L.
= 6
85
.51
’
VP
C 7
+6
5.0
0 E
L.
= 6
88
.45
’
STA = 6+00.00
EL = 683.07’
ex = 0.27’
K = 104
L = 150.00’
VP
C 5
+0
2.0
0 E
L.
= 6
81
.29
’
(-)1.4619 %
VP
T 1
5+
85
.00
EL
. =
69
5.8
3’
STA = 18+55.00
EL = 691.88’
ex = 0.41’
K = 123
L = 200.00’
VP
C 1
7+
55.0
0 E
L. =
693.3
5’
VP
T 1
9+
55
.00
EL
. =
69
2.0
5’
(+)0.6499%
(+)0.1670%
VP
I 2
0+
47.5
0
EL
=
692.2
1’
(+)3.2626 %
STA = 11+75.00
EL = 701.82’
ex = -4.84’
K = 174
L = 820.00’
(-)1.4619%
S
S
TF
P
TF
P
S
FP
LP
TF
P
S
PIP
E PIP
E
CU
LV
ER
T
CU
LV
ER
T
PA
RK
ING
AR
EA
PIP
E
GA
TE
TA
NK
SIG
N
TA
NK
S
S
S
S
S
TL
TL
TL
TL
S S
S
S
SIG
N TF
P
TF
P
SIG
N
PIL
E
S
TF
P
CU
LV
ER
T
S
S
S
SIG
N
CU
LV
ER
T
CU
LV
ER
T
SIG
N
CU
LV
ER
T
CU
LV
ER
T
PIP
E
TA
NK
PIP
E
CU
LV
ER
T
CU
LV
ER
T
PIP
E
PIL
E
CU
LV
ER
T
CU
LV
ER
TC
UL
VE
RT
GA
TE
CU
LV
ER
T
UN
PA
VE
D P
AR
KIN
G
PA
RK
ING
AR
EA
43
680.6
4
PIL
E
WE
655.7
2
OB
SC
UR
ED
OB
SC
UR
ED
OB
SC
UR
ED
OB
SC
UR
ED
PIL
E
CU
LV
ER
T
CU
LV
ER
T
SIG
N
TF
P
TF
P
SIG
N
TF
P
TA
NK
LP
TF
P
S
S
PIL
E
S
CU
LV
ER
T
CU
LV
ER
TS
CU
LV
ER
T
PIL
E
GA
TE
OB
SC
UR
ED
OB
SC
UR
EDOB
SC
UR
ED
OB
SC
UR
ED
OB
SC
UR
ED
GA
TE
S
S
S
CU
LV
ER
TS
CU
LV
ER
TS
CU
LV
ER
TS
OB
SC
UR
ED
UN
PA
VE
D P
AR
KIN
G
CU
LV
ER
TC
UL
VE
RT
TA
NK
SH 160
SH 78
AT
NIP
JE
AN
C
ST
AT
E O
F T
EX
AS
HA
RL
OW
BO
B &
LA
RR
Y
ST
AT
E O
F T
EX
AS
HA
RL
OW
HA
LE
Y &
RU
TH
BU
RG
ES
S R
OB
ER
T J
R
AT
NIP
JE
AN
C
HA
RL
OW
HA
LE
Y
& R
UT
H
WH
ITF
IEL
D
JA
CK
IEES
TR
AD
A
JO
SE
LU
IS
BL
AN
TO
N J
AM
ES
&
SL
ING
ER
LA
ND
DO
RO
TH
Y
EX
IST
. RO
W
PR
OP
. RO
W
PR
OP
. RO
W
780+
00
785+
00
790+
00
795+
00
800+
00
N 5
7%
%d 5
2’ 1
2.6
5" E
N 23%%d 12’ 03.79" W
N 1%%d 30’ 01.80" W
PO
T 5
+0
0.0
0
5+00 10+00 15+00
PC
15+
29.4
8
PT
19+
08.2
3
20+00
PO
T 2
2+
83.7
1
N 5
3%
%d 3
9’ 5
3.3
2" E
N 5
7%
%d 5
2’ 1
2.6
5" E
80+
00
85+
00
90+
00
PO
T 9
1+
04.9
2
80+
00
85+
00
90+
00
N 5
7%
%d 5
2’ 1
2.6
5" E
N 5
7%
%d 5
2’ 1
2.6
5" E
95+
00
100+
00
95+
00
100+
00
N 5
7%
%d 5
2’ 1
2.6
5" E
N 5
4%
%d 1
3’ 0
5.9
2" E
SH 160
SH 160
S
S
S
S
TLTL
TL
TL
S
S
TFP
SIGN
PILE
S
TFP
CULVERT
S
S
SIGN
CULVERTCULVERT
SIGN
CULVERTCULVERT
PIPE
TANK
PIPE
CULVERT
CULVERTPIPE
PILE
CULVERT
CULVERT
CULVERT
GATE
CULVERT
UNPAVED PARKING
PARKING AREA
43 680.64
42 672.27
S
S
S
SS
CULVERTCULVERT
PILE
PILE
S
CULVERT
CULVERT
TFP
GATE
AC UNIT
TANK
S
SS
OBSCURED
OBSCURED
OBSCURED
OBSCURED
CULVERT
CULVERT
PARKING AREA
OBSCURED
CULVERT
SIGN
SIGN
TFP
TANK
LP
TFP
S
S
PILE
S
CULVERT
CULVERTS
CULVERT
PILE
GATE
OBSCURED
OBSCURED
OBSCURED
OBSCURED
CULVERTS
CULVERTS
CULVERTS
OBSCURED
35 668.68
34 662.98
S
OBSCURED
UNPAVED PARKING
CULVERT
CULVERT
TANK
SH
78
STATE OF TEXAS
HARLOW BOB & LARRY
ZIMMERMAN KURT & BETSY
JAFARI BEHZAD
STATE OF TEXAS
HARLOW HALEY & RUTH
HOW LIMITED PARTNERSHIP
PASTRANA
AGUSTIN &
HARLOW HALEY
& RUTH
ESTRADA
JOSE LUIS
BLANTON JAMES &
SLINGERLAND DOROTHY
EXIST. ROWEXIST. ROW
PROP. ROW
600’
TAPER
450’
ACCELERATION
150’
TAPER
PR
OP
RO
W V
AR
IES
100’
- 168’ 44’
26’
170’
765+00
PT
76
9+
15
.77
770+00 775+00 780+00 785+00 790+00 795+00PI STA
TION
= 764+
57.89
DELTA
= 4%%
d 22’ 28.34" (LT)
DEG
REE OF CU
RVE = 0%
%d 28’ 38.87"
TANGENT
= 458.32
LENGTH
= 916.20
RAD
IUS
= 12,000.00
PC STATIO
N
= 759+
99.57
PT STATIO
N
= 769+
15.77
N 57%%d 52’ 12.65" E
N 2
3%
%d 1
2’
03.7
9" W
5+
00
10+
00
15+
00
N 56%%d 46’ 01.64" E N 57%%d 29’ 58.85" E
N 53%%d 39’ 53.32" E
N 57%%d 52’ 12.65" E
PI 6
9+
00.0
0
70+0075+00
PI 7
5+
23.3
5
PC
78
+3
2.6
4
80+00
PT
80+
52.8
4
85+00
PC
88+
23.8
3
PT
89
+7
0.6
2
90+00
POT 91+04.92
PC
72
+0
0.0
0
75+00
PR
C 7
9+
10.3
4
80+00
85+00
PT
86
+2
0.6
9
90+00
N 57%%d 52’ 12.65" E
N 57%%d 52’ 12.65" E
95+00
PC
95
+6
4.8
3
PC
92
+3
0.3
3
PT
93+
57.8
0
95+00
N 57%%d 52’ 12.65" E
SE160-2
SE160-1
NX160-1 NX160-2
NE160-1
SH
160
Ramp SE160
85+00 90+00
650
660
670
680
690
700
Ramp SE160
650
660
670
680
690
700
RAMP SE160
675.7
2
677.5
9
678.7
5
679.7
6
681.3
8
68
3.2
0
68
4.7
7
686.3
8
687.4
2
687.8
6
687.9
3
EXISTING GROUND
SPLINE GRADE CONTROLLED BY SH121 PGL
PROP PGL
675.8
5
676.1
6
676.2
8
677.1
6
679.0
5
681.9
3
685.0
8
68
8.2
4
69
1.4
0
69
4.4
7
696.9
3
(+)0.1200 % (+)0.1200 % (+)3.1584 %
(+)3.1584 %
(+)2.4602 %
(+)2.1020 %
STA = 84+25.00
EL = 676.40’
ex = 1.14’
K = 99
L = 300.00’
STA = 90+00.00
EL = 694.56’
ex = -0.09’
K = 143
L = 100.00’
BE
GIN
RA
MP
PR
OF
IL
E S
TA
.82
+4
3.3
0
EL
= 6
76.1
8
VP
C 8
2+
75.0
0 E
L. =
676.2
2’
VP
T 8
5+
75
.00
EL
. =
68
1.1
4’
VP
T 9
0+
50
.00
EL
. =
69
5.7
9’
VP
C 8
9+
50.0
0 E
L. =
692.9
8’
EN
D R
AM
P P
RO
FIL
E S
TA
= 9
0+
75.0
0
EL
=
696.4
1’
EN
D S
E160 S
TA
.91+
04.9
2
EL
= 6
97.0
3
S
S
S
S
TLTL
TL
TL
S
S
TFP
SIGN
PILE
S
CULVERT
S
S
SIGN
CULVERTCULVERT
SIGN
CULVERTCULVERT
PIPE
TANK
CULVERT
CULVERTPIPE
PILE
CULVERT
CULVERT
CULVERT
CULVERT
UNPAVED PARKING
PARKING AREA
43 680.64
42 672.27
S
S
S
SS
CULVERTCULVERT
PILE
PILE
S
CULVERT
CULVERT
TFP
GATE
AC UNIT
TANK
S
SS
OBSCURED
OBSCURED
OBSCURED
OBSCURED
CULVERT
CULVERT
PARKING AREA
CULVERT
SIGN
SIGN
TFP
TANK
LP
TFP
S
S
PILE
S
CULVERT
CULVERTS
CULVERT
PILE
GATE
OBSCURED
OBSCURED
OBSCURED
OBSCURED
CULVERTS
CULVERTS
CULVERTS
OBSCURED
35 668.68
34 662.98
S
OBSCURED
UNPAVED PARKING
CULVERT
CULVERT
TANK
SH
78
STATE OF TEXAS
HARLOW BOB & LARRY
ZIMMERMAN KURT & BETSY
JAFARI BEHZAD
STATE OF TEXAS
HARLOW HALEY & RUTH
HOW LIMITED PARTNERSHIP
AGUSTIN &
HARLOW HALEY
& RUTH
ESTRADA
JOSE LUIS
BLANTON JAMES &
SLINGERLAND DOROTHY
EXIST. ROWEXIST. ROW
PROP. ROW
600’
TAPER
450’
ACCELERATION
150’
TAPER
PR
OP
RO
W V
AR
IES
100’
- 168’ 44’
26’
170’
765+00
PT
76
9+
15
.77
770+00 775+00 780+00 785+00 790+00 795+00PI STA
TION
= 764+
57.89
= 4%%
d 22’ 28.34" (LT)
DEG
REE OF CU
RVE = 0%
%d 28’ 38.87"
TANGENT
= 458.32
LENGTH
= 916.20
RAD
IUS
= 12,000.00
PC STATIO
N
= 759+
99.57
PT STATIO
N
= 769+
15.77
N 57%%d 52’ 12.65" E
N 2
3%
%d 1
2’
03.7
9" W
5+
00
10+
00
15+
00
N 56%%d 46’ 01.64" E N 57%%d 29’ 58.85" E
N 53%%d 39’ 53.32" E
N 57%%d 52’ 12.65" E
PI 6
9+
00.0
0
70+0075+00
PI 7
5+
23.3
5
PC
78
+3
2.6
4
80+00
PT
80+
52.8
4
85+00
PC
88+
23.8
3
PT
89
+7
0.6
2
90+00
POT 91+04.92
PC
72
+0
0.0
0
75+00
PR
C 7
9+
10.3
4
80+00
85+00
PT
86
+2
0.6
9
90+00
N 57%%d 52’ 12.65" E
N 57%%d 52’ 12.65" E
95+00
PC
95
+6
4.8
3
PC
92
+3
0.3
3
PT
93+
57.8
0
95+00
N 57%%d 52’ 12.65" E
SE160-2
SE160-1
NX160-1 NX160-2
NE160-1
SH
160
650
660
670
680
690
700
STA = 81+25.00
EL = 675.60’
L = 200.00’
K = 116
ex = 0.43’
EL
=
696.9
4’
VP
C 8
0+
25.0
0 E
L. =
675.0
8’
VP
T 8
2+
25
.00
EL
. =
67
7.8
4’
80+00 85+00 90+00
674.4
3
674.9
5
67
5.7
1
67
7.3
1
679.5
2
681.7
6
68
4.0
1
686.2
5
688.4
9
690.7
3
692.9
8
695.2
2
VP
I S
TA
= 9
0+
76.8
9
650
660
670
680
690
700
RAMP NX160
670.6
8
67
1.0
7
671.8
9
67
2.6
7
673.8
5
675.0
8
676.9
5
67
8.6
4
68
0.6
4
68
1.9
1
683.3
6
68
3.7
4
68
5.4
4
68
6.1
0
68
7.0
4
EXISTING GROUND
SPLINE GRADE CONTROLLED BY SH121 PGL
EL
= 6
97.3
2
EN
D N
X160 S
TA
.90+
95.1
2
EL
= 6
74.2
1
BE
GIN
RA
MP
PR
OF
IL
E S
TA
.78
+6
1.1
9
EN
D R
AM
P P
RO
FIL
E
PROP PGL
(+)0.5200%(+)2.2426%
(+)2.2426%
(+)2.0582%
(+)0.3100%
PIPE
PIPE
CULVERT
CULVERT
PARKING AREA
PIPE
PIPE
GATE
TANK
SIGN
TANK
PIPE
S
S
S
TLTL
TL
TL
S
S
SIGN
SIGN
PILE
S
TFP
CULVERT
S
SS
SIGN
CULVERT
SIGN
CULVERTCULVERT
PIPE
TANK
PIPE
CULVERT
CULVERTPIPE
PILE
CULVERT
CULVERT
CULVERT
GATE
CULVERT
UNPAVED PARKING
SIGN
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
S SS
S46 654.01
WE
655.72
S
TFP
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
PILE
TANK
SSS
CULVERT
CULVERT
S S
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
PILE
GATE
PILE
SIGN
TFP
TANK
LP
TFP
S
S
PILE
S
CULVERT
CULVERTS
CULVERT
PILE
GATE
S
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
CULVERT
CULVERT
GATE
SS
TANK
SH
160
SH
78
ATNIP JEAN C
STATE OF TEXAS
STATE OF TEXAS
BLANTON JAMES A
BURGESS ROBERT JR
MCGEE J EDD
ATNIP JEAN C
OWNBY TONY R
HARLOW HALEY
& RUTH
WHITFIELD
JACKIE
ESTRADA
JOSE LUIS
BLANTON JAMES &
SLINGERLAND DOROTHY
MCGEE
J EDD
EXIST. ROWEXIST. ROW
PROP. ROW
PROP. ROW
790+00 795+00 800+00 805+00
PC
809+
41.7
1
810+00
815+00
N 57%%d 52’ 12.65" E
PI STATIO
N
DELTAD
EGREE O
F CURV
E = 1%%
d 21’ 51.07"
TANGENT
LENGTHRA
DIU
SPC STA
TION
PT STATIO
N
N 2
3%
%d 1
2’
03.7
9" W
N 1
%%
d 3
0’
01.8
0"
W
10+
00
15+
00
20+00
N 57%%d 52’ 12.65" E
PC
88+
23.8
3
PT
89
+7
0.6
2
90+00
POT 91+04.92
85+00
PT
86
+2
0.6
9
90+00
N 57%%d 52’ 12.65" E
N 57%%d 52’ 12.65" E
95+00
PC
95
+6
4.8
3
100+00
PR
C 1
02+
79.6
5
105+00
PC
C 1
07+
91.1
4
PT
10
9+
31
.84
PC
92
+3
0.3
3
PT
93+
57.8
0
95+00
100+00
PC
102+
97.4
1
PT
104+
88.6
2
105+00
PC
109+
40.9
5
110+00
PT
112+
23.7
6
N 57%%d 52’ 12.65" E N 54%%d 13’ 05.92" E
N 57%%d 31’ 11.79" E
N 56%%d 43’ 05.48" EN 52%%d 40’ 02.31" E
PI 1
08+
15.8
1
PI 1
13+
48.5
3
CL121-16
SE160-2SX160-1
NE160-1
NE160-2NE160-3
SX160-2SX160-3
SH
160
DE
SE
RT
GR
OV
E C
RE
EK
650
660
670
680
690
700 EL
=
696.6
5’
STA = 92+50.00
EL = 692.85’
L = 200.00’
K = 172
ex = -0.29’
STA = 101+00.00
EL = 657.45’
L = 360.00’
K = 104
ex = 1.56’
VP
C 9
1+
50.0
0 E
L. =
695.8
5’
VP
T 9
3+
50
.00
EL
. =
68
8.6
8’
VP
C 9
9+
20.0
0 E
L. =
664.9
5’
VP
T 1
02
+8
0.0
0 E
L.
= 6
56
.21
’
95+00 100+00
694.2
8
690.6
9
68
6.6
0
68
2.4
4
67
8.2
7
67
4.1
1
669.9
5
665.7
8
661.9
3
659.0
2
65
7.0
7
65
6.0
7
VP
I S
TA
= 9
1+
23.1
4
650
660
670
680
690
700
RAMP SX160
68
6.9
1
685.6
8
683.5
3
68
0.9
4
677.9
9
67
4.5
4
67
1.0
1
667.7
3
664.5
3
661.5
5
658.4
9
65
5.7
1
654.2
9
643.6
6
EXISTING GROUND
1-24" R
CP
FL
668.1
EN
D S
X160 S
TA
.91+
04.8
2
EL
= 6
97.0
3
SPLINE GRADE CONTROLLED BY SH121 PGL
EL
= 6
55
.89
BE
GIN
RA
MP
PR
OF
IL
E
EN
D R
AM
P P
RO
FIL
E S
TA
.103+
27.1
6
PROP PGL
(-)2.0801%
(-)3.0000%
(-)4.1643%
(-)4.1643%
(-)0.6900%
PIPE
PIPE
CULVERT
CULVERT
PARKING AREA
PIPE
PIPE
GATE
TANK
SIGN
TANK
PIPE
S
S
S
TLTL
TL
TL
S
S
SIGN
SIGN
PILE
S
CULVERT
S
SS
SIGN
SIGN
CULVERTCULVERT
PIPE
TANK
PIPE
CULVERT
CULVERT
PILE
CULVERT
CULVERT
CULVERT
GATE
CULVERT
UNPAVED PARKING
OBSCURED
SIGN
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
S SS
S46 654.01
WE
655.72
S
TFP
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
PILE
TANK
SSS
CULVERT
CULVERT
S S
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
PILE
GATE
PILE
SIGN
TFP
TANK
LP
TFP
S
S
PILE
S
CULVERT
CULVERTS
CULVERT
PILE
GATE
S
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
CULVERT
CULVERT
GATE
SS
TANK
SH
78
ATNIP JEAN C
STATE OF TEXAS
STATE OF TEXAS
BLANTON JAMES A
BURGESS ROBERT JR
MCGEE J EDD
ATNIP JEAN C
OWNBY TONY R
HARLOW HALEY
& RUTH
ESTRADA
JOSE LUIS
BLANTON JAMES &
SLINGERLAND DOROTHY
MCGEE
J EDD
EXIST. ROW
PROP. ROW
PROP. ROW
26’
44’
PR
OP
RO
W V
AR
IES
100’ - 1
20’
450’
ACCEL.
600’
TAPER
170’
PR
OP
RO
W V
AR
IES
120’
- 190’
790+00 795+00 800+00 805+00
PC
809+
41.7
1
810+00
815+00
N 57%%d 52’ 12.65" E
PI STATIO
N
DELTAD
EGREE O
F CURV
E = 1%%
d 21’ 51.07"
TANGENT
LENGTHRA
DIU
SPC STA
TION
PT STATIO
N
N 2
3%
%d 1
2’
03.7
9" W
N 1
%%
d 3
0’
01.8
0"
W
10+
00
15+
00
20+00
N 57%%d 52’ 12.65" E
PC
88+
23.8
3
PT
89
+7
0.6
2
90+00
POT 91+04.92
PT
86
+2
0.6
9
90+00
N 57%%d 52’ 12.65" E
N 57%%d 52’ 12.65" E
95+00
PC
95
+6
4.8
3
100+00
PR
C 1
02+
79.6
5
105+00
PC
C 1
07+
91.1
4
PT
10
9+
31
.84
PC
92
+3
0.3
3
PT
93+
57.8
0
95+00
100+00
PC
102+
97.4
1
PT
104+
88.6
2
105+00
PC
109+
40.9
5
110+00
PT
112+
23.7
6
N 57%%d 52’ 12.65" E N 54%%d 13’ 05.92" E
N 57%%d 31’ 11.79" E
N 56%%d 43’ 05.48" EN 52%%d 40’ 02.31" E
PI 1
08+
15.8
1
PI 1
13+
48.5
3
CL121-16
SE160-2SX160-1
NE160-1
NE160-2NE160-3
SX160-2SX160-3
SH
160
DE
SE
RT
GR
OV
E C
RE
EK
Ramp NE160
650
660
670
680
690
700
Ramp NE160
EL
=
696.9
7’
STA = 92+10.00
EL = 694.17’
L = 160.00’
K = 93
ex = -0.34’STA = 98+90.00
EL = 662.74’
L = 300.00’
K = 101
ex = 1.12’
VP
C 9
1+
30.0
0 E
L. =
696.4
9’
VP
T 9
2+
90
.00
EL
. =
69
0.4
7’
VP
C 9
7+
40.0
0 E
L. =
669.6
7’
VP
T 1
00
+4
0.0
0 E
L.
= 6
60
.28
’
95+00 100+00
650
660
670
680
690
700
697.2
3
69
4.2
0
69
0.0
1
685.3
9
68
0.7
7
67
6.1
4
671.5
2
667.0
8
663.5
5
66
1.0
1
VP
I S
TA
= 9
1+
13
.33
650
660
670
680
690
700
650
660
670
680
690
700
RAMP NE160
688.3
3
685.4
2
68
3.9
1
68
1.4
4
677.8
9
67
2.3
1
66
5.5
4
66
3.8
0
663.3
8
656.7
9
64
9.8
0
650.2
9
EXISTING GROUND
1-2
4" R
CP
BE
GIN
NE
16
0 S
TA
.90
+9
5.1
2
EL
= 6
97.3
2
EL
= 6
60
.16
SPLINE GRADE CONTROLLED BY SH121 PGL
EN
D R
AM
P P
RO
FIL
E S
TA
.10
0+
48
.35
BE
GIN
RA
MP
PR
OF
IL
E
PROP PGL
(-)1.8990%(-)2.8990%
(-)4.6223%
(-)4.6223%
(-)1.6400%
PGL
2.0%
CSJ 0549-03-021NTS
2.0%
EX
IST
ING
RO
W
EX
IST
ING
RO
W
30’
12’
LANE
12’
LANE
10’
SHLDR
44’
PGL
2.0%
CSJ 0549-03-021NTS
2.0%
PR
OP
OS
ED
RO
W
150’ ROW
75’
6:1USUAL
6:1
USUAL
PGL
2.0%
CSJ 0549-03-021NTS
2.0%
EX
IST
ING
RO
W
EX
IST
ING
RO
W
12’
LANE
12’
LANE
CSJ 0549-03-021NTS
PGL
12’
TURN
LANE
12’
TURN
LANE
12’
LANE
12’
LANE
1’1’
66’ OVERALL WIDTH
2.0% 2.0%
8’
SHLDR
8’
SHLDR
EXIST C-L
EXIST C-L
PROP C-L
LC
LC
LC
LC
EXISTING SH 160 TYPICAL SECTION
STA. 5+00 TO STA. 13+48.38
STA. 13+48.38 TO STA. 22+83.71
STA. 12+76.52 TO STA. 14+18.52
PGL
12’
LANE
2.0%
CSJ 0549-03-021NTS
12’
TURN
LANE
12’
TURN
LANE
4’
SH
LC RAMP
4’
SH
6:1USUAL
4:1
USUAL
12’
22’
6:1 USUAL
3:1 MAX
PROP C-L
44’
PR
OP
OS
ED
RO
W
14’
LANE
4’
SH
8’
SHLDR
12’
6:1USUAL
4:1
USUAL6:1 USUAL
3:1 MAX
PGL2.0%
LC RAMP
PROP C-L
PR
OP
OS
ED
RO
W
CSJ 0549-03-021 NTS
26’
14’
LANE
4’
SH
8’
SHLDR
12’
6:1
USUAL
4:1USUAL
6:1 USUAL3:1 MAX
2.0%
EX
IST
ING
RO
W
CSJ 0549-03-021NTS
26’
LC RAMP
PROP C-L
PGL
12’
LANE
2.0%
CSJ 0549-03-021NTS
12’
TURN
LANE
12’
TURN
LANE
4’
SH
4’
SH
6:1
USUAL
4:1USUAL
12’
6:1 USUAL3:1 MAX
44’
EX
IST
ING
RO
W
LC RAMP
PROP C-L
PGL
EXISTING 110’ ROW
55’ 55’
EXISTING 60’ ROW
10’
SHLDR
26’
PGL
2.0%
CSJ 0549-03-021NTS
2.0%
6:1USUAL
6:1
USUAL
3:1MAX
PROP C-L
LC
STA. 5+00 TO STA. 12+76.52
STA. 14+18.52 TO STA. 22+83.71
LANE
VARIES
0’-12’
LANE
VARIES
0’-12’
12’
LANE
12’
LANE
SHLDR
VARIES
1’-8’
SHLDR
VARIES
8’-12’
SHLDR
VARIES
8’-10’
LANE
VARIES
0’-12’
LANE
VARIES
0’-12’
12’
LANE
12’
LANE
PR
OP
OS
ED
RO
WP
RO
PO
SE
D R
OW
PR
OP
OS
ED
RO
W
SHLDR
VARIES
1’-8’
EXISTING SH 160 TYPICAL SECTION
PROPOSED SH 160 BRIDGE TYPICAL SECTION
PROPOSED SH 160 TYPICAL SECTION
PROPOSED SH 160 TYPICAL SECTION
PROPOSED RAMP TYPICAL SECTION
AT SH 160 SB EXIT
PROPOSED RAMP TYPICAL SECTION
AT SH 160 SB ENTRANCE
PROPOSED RAMP TYPICAL SECTION
AT SH 160 NB ENTRANCE
PROPOSED RAMP TYPICAL SECTION
AT SH 160 NB EXIT
30’
EX/PROP C-L
75’
VARIES 26’-64’
4:1 USUAL
3:1 MAX
STA. 91+27.97 TO STA. 100+48.35
STA. 82+43.30 TO STA. 90+71.54
STA. 91+39.07 TO STA. 95+64.83
14’
LANE
4’
SH
8’
SHLDR
12’
6:1USUAL
4:1
USUAL
20’
6:1 USUAL
3:1 MAX
PGL2.0%
LC RAMP
PROP C-L
PR
OP
OS
ED
RO
W
CSJ 0549-03-021 NTS
26’
PROPOSED RAMP TYPICAL SECTION
AT SH 160 NB EXIT
STA. 85+35.37 TO STA. 90+62.72
14’
LANE
4’
SH
8’
SHLDR
12’
6:1
USUAL
4:1USUAL
6:1 USUAL3:1 MAX
2.0%
EX
IST
ING
RO
W
CSJ 0549-03-021NTS
26’
LC RAMP
PROP C-L
PGL
PROPOSED RAMP TYPICAL SECTION
AT SH 160 SB EXIT
STA. 95+64.83 TO STA. 103+27.16
VARIES 46’-64’
3:1MAX
4:1USUAL
12’ 12’
VARIES
20’-28’
VARIES
32’-68’
VARIES
20’-33’
VARIES
33’-88’
ROW VARIES 80’-130’
VARIES
40’-65’
VARIES
40’-65’
STA. 78+61.19 TO STA. 85+35.37
SUPERELEVATION TABLE
ROADWAY EVENTLEFT RIGHT
STA. X- SLOPE STA. X- SLOPE
SH 78 BEGIN SE TRANSITION 15+29 -2.00% 15+29 -2.00%
SH 160 END SE TRANSITION 18+42 5.90% 17+01 -5.90%
SH 160 BEGIN SE TRANSITION 18+73 5.90% 18+57 -5.90%
END SE TRANSITION 22+21 -2.00% 20+28 -2.00%
SUPERELEVATION TABLE
ROADWAY EVENTLEFT RIGHT
STA. X- SLOPE STA. X- SLOPE
RAMP BEGIN SE TRANSITION 87+37 2.00%
SE 160 END SE TRANSITION 88+46 -2.80%
BEGIN SE TRANSITION 89+49 -2.80%
END SE TRANSITION 90+57 2.00%
RAMP SE160 RAMP NX160RAMP NE160
= 108+61.50
= 1%%d 56’ 30.07" (LT)DEGREE OF CURVE = 1%%d 22’ 47.84"
= 140.71
= 4,152.00
= 107+91.14
= 109+31.84
PI STATION
DEGREE OF CURVE = 1%%d 25’ 56.62"TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
NE160-3
PC STATION
PT STATION
TANGENT
LENGTH
RADIUS
PI STATION
DELTA
SX160-3
PI STATION
DELTA
SX160-2
DEGREE OF CURVE = 0%%d 57’ 17.75"TANGENT
LENGTH
RADIUS
PT STATION
PC STATION
= 105+35.55
= 4%%d 53’ 03.70" (LT)
= 255.90
= 511.49
= 6,000.00
= 102+79.65
= 107+91.14
= 70.36
DELTA
= 110+82.41
= 4%%d 03’ 03.17" (LT)
= 141.46
= 282.80
= 4,000.00
= 109+40.95
= 112+23.76
PI STATION
DEGREE OF CURVE = 1%%d 54’ 35.49"TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
DELTA
= 103+93.05
= 3%%d 39’ 06.73" (RT)
= 95.64
= 191.21
= 3,000.00
= 102+97.41
= 104+88.62PC STATION
PT STATION
PI STATION
DELTA
DEGREE OF CURVE = 0%%d 57’ 17.75"TANGENT
LENGTH
RADIUS
SX160-1
= 99+22.66
= 6%%d 49’ 33.77" (RT)
= 357.83
= 714.82
= 6,000.00
= 95+64.83
= 102+79.65
PI STATION
DEGREE OF CURVE = 2%%d 51’ 53.24"TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
DELTA
= 92+94.09
= 3%%d 39’ 06.73" (LT)
= 63.76
= 127.47
= 2,000.00
= 92+30.33
= 93+57.80
SE160-2
PI STATION
DELTA
DEGREE OF CURVE = 2%%d 51’ 53.24"TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 88+97.26
= 4%%d 12’ 19.33" (RT)
= 73.43
= 146.80
= 2,000.00
= 88+23.83
= 89+70.62
= 82+65.93
= 6%%d 46’ 59.84" (LT)DEGREE OF CURVE = 0%%d 57’ 17.75"
= 355.59
= 710.34
= 6,000.00
= 79+10.34
= 86+20.69
= 4%%d 12’ 19.33" (LT)PI STATION
TANGENT
PC STATION
PT STATION
NX160-2
DELTA
LENGTH
RADIUS
DEGREE OF CURVE = 1%%d 54’ 35.49"
= 3,000.00
= 78+32.64
= 80+52.84
= 110.15
= 220.19
= 79+42.79PI STATION
DELTA
SE160-1
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 75+55.59
= 6%%d 46’ 59.84" (RT)DEGREE OF CURVE = 0%%d 57’ 17.75"
= 355.59
= 710.34
= 6,000.00
= 72+00.00
= 79+10.34
PI STATION
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
NX160-1
DELTA
NE160-1 NE160-2
PI STATION
DELTA
DEGREE OF CURVE = 5%%d 43’ 46.48"TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
CL160-1
= 17+21.15
= 21%%d 42’ 01.99" (RT)
= 191.67
= 378.75
= 1,000.00
= 15+29.48
= 19+08.23
RAMP SX160
END BRIDGE
\ STA. 14+18.52
BEGIN BRIDGE
\ STA. 12+76.52
\ SH 160 STA 12+14.90 =
L NX160 STA 90+95.12 =
L NE160 STA. 90+95.12
\ SH 160 STA 14+82.01 =
L SE160 STA 91+04.92 =
L SX160 STA. 91+04.92
\ SH 121 STA 790+97.42 =
\ SH 160 STA 13+48.34
\ SH 121 STA 790+97.42 =
\ SH 160 STA 13+48.34
\ SH 160 STA 14+82.01 =
L SE160 STA 91+04.92
\ SH 160 STA 12+14.90 =
B NX160 STA 90+95.12
\ SH 121 STA 790+97.42 =
\ SH 160 STA 13+48.34
\ SH 160 STA 14+82.01 =
B SX160 STA. 91+04.92
\ SH 160 STA 12+14.90 =
B NE160 STA. 90+95.12
\ SH 121
L RAMP SE160
L RAMP NX160
L RAMP SX160
L RAMP NE160
\ SH 160
L RAMP SE160
\ SH 160
\ SH 121
\ SH 121
\ SH 121B RAMP SX160
\ SH 160
\ SH 160
B RAMP NE160
\ SH 121
L RAMP NX160
\ SH 160
SH 160
R 5
0’
R 50’
R 50’
32
’
150’
TAPER
26’
20’
26’
20
’
44
’
26’
26’
20’
600’
LANE TAPER
BEGIN CONSTRUCTION
\ SH160 STA. 5+00.00
MATCH EXIST PAVEMENT
R 4
0’
R 4
0’
R 4
0’
R 4
0’
R 5
0’
425’ TURN LANE
BOTH SIDES
100’ TAPER
BOTH SIDES
100’ TAPER
BOTH SIDES
425’ TURN LANE
BOTH SIDES
FARM
ROAD
455
FARM
ROAD
2862
TEXAS
5
TEXAS
121
TEXAS
160
TEXAS
160
TEXAS
121
TEXAS
160
TEXAS
121
TEXAS
160
TEXAS
160
TEXAS
121
TEXAS
160
TEXAS
160
TEXAS
160
TEXAS
160
TEXAS
121
TEXAS
160
TEXAS
160
TEXAS
121
\ SH 121 STA 790+97.42 =
\ SH 160 STA 13+48.34
\ SH 121 STA 790+97.42 =
\ SH 160 STA 13+48.34
BEGIN
L RAMP SE160 STA. 69+00.00
END
L RAMP SE160 STA. 90+71.54
END
B RAMP NX160 STA. 90+62.72
BEGIN
B RAMP NX160 STA. 72+00.00
END
B RAMP SX160 STA. 109+31.84
BEGIN
B RAMP SX160 STA. 91+39.07
BEGIN
B RAMP NE160 STA. 91+27.97
END
B RAMP NE160 STA. 112+23.76
75
’
75
’
15
0’
56’
64’
46
’
64
’
BOTH SIDES
150’SHLDR TAPER
365’ LANE TAPER
600’LANE TAPER
150’
LANE TAPER
131’
25’
END CONSTRUCTION
\ SH 160 STA 22+83.71
MATCH EXIST PAVEMENT
B
B
B
B B
B
B
B
B
B
B
B
L
L
B
L
L
L
L
L
L
L
L
L
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