DIRECTIONAL DISTIBUTION 51-49% TRAFFIC VOLUME...
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C 2009 c 8/14/2009 l:\110071\140-00691-006\prod\prod (Schematic)\Exhibits\PUB_SCHEMATIC_03.dgn SH 121 / SH 183 ALL RIGHTS RESERVED 2009 BY TEXAS DEPARTMENT OF TRANSPORTATION TEXAS DEPARTMENT OF TRANSPORTATION FORT WORTH DISTRICT CDP CDP-IO GENERAL PURPOSE LANES = 60 mph MANAGED LANES = 60 mph RAMPS = 45 mph DIRECT CONNECTORS = 45 mph FRONTAGE ROADS = 40 mph CROSS STREETS = 30 mph AERIAL PHOTOGRAPHY: Winter 2007 T MARIBEL P. CHAVEZ, P.E., DISTRICT ENGINEER PUBLIC HEARING DISPLAY CSJ NO. 0364-01-054 CSJ NO. 0364-05-025 CSJ NO. 0364-05-026 CSJ NO. 0094-02-077 CSJ NO. 0094-03-065 SH 121/SH 183 FROM IH 820 TO SH 161 Legend Managed Lanes Managed Lanes on Structure Frontage Roads/Surface St. Ramps/Direct Connectors G.P./Ramps/Surface St. on Structure Managed Lane/Ramp Toll Gantry Existing Pavement Removal Traffic Direction Existing Right-of-Way Proposed Control-of-Access Proposed Right-of-Way (Access Restricted) Proposed Retaining Wall Noise Wall Commercial Driveway Permitted Commercial Driveway Permitted In Only Proposed Sidewalk/Pedestrian Bridge General Purpose Lanes (G.P.) / Shoulder Widening HOV Declaration / Enforcement Zone 8/14/2009 ****** PRELIMININARY NOT FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. FOR REVIEW ONLY. LOCKWOOD ANDREWS & NEWNAM INC. # 2614 Date: JOE ATWOOD P.E. No.65631 BRANCH SULPHUR 544 554.87 540 571.02 W.E. 568.5 14 578.43 13 572.46 541 587.01 542 569.59 15 584.00 DATE OF PHOTOGRAPHY 04-04-00 CP62 HISTORICAL BRIDGE 62 CP D 5/8"CIRS 553.27 1000 CP D 60D NAIL 550.26 1001 WL ST 548.07 1002 WL W 1.0 549.65 1003 WL W 1.0 549.86 1004 L ST WL ST 550.13 1005 WL W 1.0 550.08 1006 WL W 1.0 550.56 1007 L1 ST WL W 1.0 550.54 1008 WL ST 549.87 1009 WL W 1.0 548.91 1010 WL1 ST 548.05 1011 WL1 W 1.0 549.91 1012 WL1 W 1.0 549.94 1013 L WL1 ST 550.64 1014 L1 WL1 W 1.0 550.53 1015 WL1 ST 550.01 1016 WL1 W 1.0 550.00 1017 WL1 W 1.0 549.51 540 571.02 15 584.00 DATE OF PHOTOGRAPHY 04-04-00 UNDER CONSTRUCTION 538 609.15 539 584.14 537 580.10 16 599.09 17 624.22 18 593.22 SDMH SH SH SH SH SH SV SH SH SH SH SV SV SH SV SH SH SH SV SV SV PP WV FH CP65 CP64 SH PP PP MARKER INLET CP67 WV CP66 INLET 1’ 21’ 1’ 1’ 16’ 36’ MANAGED LANES 10’ SH 10’ SH 36’ G.P. LANES 10’ SH 36’ G.P. LANES 10’ SH 10’ SH 10’ SH 10’ SH 36’ MANAGED LANES 1’ 1’ 2.50% 2.50% 2.50% PGL PGL PGL PGL CTB 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 4:1 MAX 2.50% 5’ AUX 12’ LN 12’ LN 10’ SH AUX VARIES 164’ TO 183’ R.O.W. VARIES 283’ TO 301’ R.O.W. 8’ SH 4’ SH PGL 2.50% 1’ 1’ 4’ SH 2.50% PGL 14’ LN 1’ 1’ 8’ SH PROPOSED TYPICAL SECTION STA. 4175+00 TO STA. 4184+00 VARIES 1’ 2.00% 2’ 3:1 MAX 1.5% 2% 12’ LN 12’ LN 10’ 12’ LN 12’ LN PGL 2% 1’ 2.00% 2’ 12’ LN 12’ LN 12’ LN PGL 3:1 MAX 1.5% 10’ 6’ 14’ LN 42’ 6:1 MAX 6:1 MAX PROP. R.O.W. CURB CURB CURB CURB 66’ CTB CTB 3:1 MAX 3:1 MAX C/0 C/0 C/0 C/0 PROP./EXIST. R.O.W. 0’ TO 28’ VARIES 0’TO 105’ VARIES L SH 183 C 20’ VARIES 137’ TO 163’ VARIES 20’ TO 27’ VARIES 263’ TO 281’ 0’TO 15’ VARIES 1’ 0’TO 36’ 15’ TO 100’ VARIES 110’ TO 224’ VARIES 17’ TO 0’ VARIES 17’ TO 0’ VARIES 39’ TO 58’ VARIES VARIES 38’-55’ STA. 4235+00 TO STA. 4246+00 33’ 1’ 1’ 14’ 16’ 36’ G.P. LANES 10’ SH 10’ SH 10’ SH 36’ MANAGED LANES 1’ 2.50% PGL PGL CTB 12’ LN 12’ LN 12’ LN 2.50% 10’ 3:1 MAX 1.5% VARIES 215’ TO 238’ R.O.W. VARIES 325’ TO 356’ R.O.W. 36’ G.P. LANES 10’ SH 2.50% PGL 12’ LN 12’ LN 12’ LN CTB 14’ LN 2.50% RETAINING WALL 8’ SH PGL 1’ 1’ 4’ SH 6:1 MAX 12’ LN 8’ SH 12’ LN PGL 2.50% 8’ SH 1’ 1’ 3:1 MAX 1’ 2.00% 2’ 1.5% 3:1 MAX PGL 12’ LN 12’ LN 10’ 12’ LN PROPOSED TYPICAL SECTION STA. 4246+00 TO STA. 4250+00 10’ SH CURB CURB 2% 6’ C/0 C/0 EXIST. R.O.W. PROP./EXIST. R.O.W. L SH 183 C 1’ 36’ MANAGED LANES 10’ SH 10’ SH 1’ 2.50% PGL 12’ LN 12’ LN 12’ LN 12’ LN AUX 1’ 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 10’ SH AUX AUX AUX RETAINING WALL 12’ LN 12’ LN 2.00% 2% PGL 1’ 12’ LN 8’ SH 12’ LN PGL 2.50% 4’ SH CTB C/0 27’ 32’ TO 36’ VARIES 6:1 MAX 4:1 MAX CURB CURB 2’ C/0 18’ TO 30’ VARIES 1’ 12’ LN 1’ 1’ 8’ 11’ TO 13’ VARIES 0’ TO 30’ VARIES 20’ VARIES 20’ TO 24’ 195’ TO 214’ VARIES VARIES 305’ TO 336’ 16’TO 30’ VARIES RETAINING WALL 1’ 110’ 213’ TO 247’ VARIES 14’TO 0’ VARIES 51’TO 65’ VARIES CTB CTB RETAINING WALL CTB 4 - 7’ x 6’ MBC BRIDGE CLASS FL = 560.34’ HW 50 YR 553.63 HW 50 YR 567.02 4 - 7’ x 6’ MBC BRIDGE CLASS FL = 557.66’ HW 50 YR 553.63 HW 50 YR 567.02 STORM CT E STANTON STORM DR SHADY BROOK DR BEDFORD RD SHUGARD DR WOOD SHADY BEDFORD RD DR. CANTEBRIA CROSSING FOREST RIDGE DR SHOALMONT MARRIOTT BAY ST CENTRAL DR FOREST RIDGE DR CENTRAL DR PLAZA PKY SHUGARD DR OAK CREEK LN HEB DR PARKWOOD DR PARK PLACE BLVD PARK PLACE BLVD (+)1.0989 % (-)0.9906 % (-)0.9906 % (+)1.6749 % (+)1.6749 % (+)1.1483 % VPT 4181+05.00 EL. = 583.26’ VPC 4185+05.00 EL. = 579.30’ VPT 4191+55.00 EL. = 581.52’ VPT 4204+30.00 EL. = 602.09’ STA = 4175+30.00 EL = 588.96’ L = 1,150.00’ K = 550 ex = -3.00’ STA = 4188+30.00 EL = 576.08’ L = 650.00’ K = 244 ex = 2.17’ STA = 4202+80.00 EL = 600.37’ L = 300.00’ K = 570 ex = -0.20’ (+)1.1483 % (-)2.9786 % VPC 4223+75.00 EL. = 624.42’ VPT 4246+25.00 EL. = 603.83’ L = 2,250.00’ K = 545 ex = -11.61’ EL = 637.34’ STA = 4235+00.00 BEGIN BRIDGE WGPPX STA 4173+65.74 END BRIDGE WGPPX STA 4176+69.68 BEGIN BRIDGE WGPPX STA 4200+97.31 END BRIDGE WGPPX STA 4204+60.67 BEGIN BRIDGE WGPPX STA 4226+90.04 END BRIDGE WGPPX STA 4230+17.60 VPC 4201+30.00 EL. = 597.85’ 572.67 575.18 577.67 579.73 580.83 569.76 559.85 560.29 581.52 580.64 579.41 578.13 575.71 573.55 571.72 570.28 569.43 569.01 569.04 569.21 569.47 570.05 571.12 572.43 574.10 575.86 577.56 579.59 581.29 583.43 585.47 587.79 589.74 571.20 572.28 587.51 596.96 598.28 599.32 599.95 600.37 600.86 601.37 601.88 602.83 604.18 606.20 608.66 611.13 613.60 616.19 618.75 620.94 622.63 623.79 624.42 624.89 624.83 624.29 601.57 601.63 620.52 618.70 616.39 613.55 610.54 607.68 604.58 601.78 598.83 596.08 593.93 592.48 591.19 590.08 588.87 587.78 586.34 585.35 584.30 582.96 581.62 620.12 621.26 622.41 623.56 624.70 625.71 627.19 627.92 627.93 627.65 626.56 625.73 624.73 623.54 620.61 618.86 616.94 614.83 610.07 607.41 604.57 601.60 598.62 595.64 592.66 4170+00 4175+00 4180+00 4185+00 4190+00 4195+00 4200+00 4205+00 4210+00 4215+00 4220+00 4225+00 4230+00 4235+00 4240+00 4245+00 4250+00 582.03 583.11 584.04 584.78 585.35 585.73 585.93 585.95 585.78 585.44 584.91 584.20 583.31 582.32 581.33 580.34 579.35 578.54 578.15 578.16 578.58 579.42 580.66 582.28 583.95 585.63 587.30 588.98 590.65 592.33 594.00 595.68 597.35 598.98 600.45 601.74 602.89 604.04 605.19 606.34 607.48 608.63 609.78 610.93 612.08 613.23 614.37 615.52 616.67 617.82 618.97 626.54 627.65 628.02 627.20 622.16 612.54 555.90 556.37 556.92 557.23 557.89 557.57 557.94 558.81 560.00 561.69 564.05 567.13 569.53 570.96 571.44 571.62 571.83 571.62 571.48 571.17 570.53 569.80 568.87 568.44 568.96 571.00 572.81 576.45 580.09 581.35 581.99 582.42 570.02 571.71 578.06 592.48 594.33 595.82 596.63 596.49 597.26 597.89 599.25 600.33 601.66 603.60 606.86 609.68 612.37 613.99 615.06 617.29 619.17 620.10 620.87 621.75 621.90 621.75 601.59 600.86 614.11 615.10 611.87 608.06 603.22 596.91 590.30 593.83 589.83 587.03 585.63 584.78 584.19 584.45 585.10 588.85 592.58 596.28 598.24 598.99 597.09 586.96 586.70 586.26 585.63 584.82 583.82 582.64 581.40 580.16 578.92 577.68 576.44 575.20 573.96 572.72 571.75 571.24 571.18 571.58 572.43 573.73 575.31 576.88 578.46 580.04 581.62 583.19 584.77 586.35 587.92 589.50 591.08 592.66 594.23 595.81 597.39 598.96 600.54 602.12 603.70 605.27 606.85 608.43 610.00 611.58 613.16 614.74 616.31 617.89 619.47 621.02 622.42 623.63 624.66 625.50 626.16 626.63 626.91 627.01 626.93 626.66 626.21 625.57 624.74 623.73 622.54 621.16 619.59 617.84 615.91 613.79 611.48 609.09 606.70 604.30 601.91 599.52 597.12 594.73 592.34 589.94 (-)1.2405 % (+)1.5771 % (+)1.5771 % (-)2.3933 % VPC 3183+90.00 EL. = 572.84’ VPT 3190+10.00 EL. = 573.89’ VPC 3219+52.50 EL. = 620.30’ VPT 3240+97.50 EL. = 611.54’ VPT 3175+82.50 EL. = 582.86’ BEGIN BRIDGE EGPXP STA 3172+55.37 END BRIDGE EGPXP STA 3175+64.66 BEGIN BRIDGE EGPXP STA 3201+10.55 END BRIDGE EGPXP STA 3204+74.59 BEGIN BRIDGE EGPXP STA 3227+02.45 END BRIDGE EGPXP STA 3230+28.77 STA = 3230+25.00 EL = 637.21’ ex = -10.65’ K = 540 L = 2,145.00’ STA = 3187+00.00 EL = 569.00’ ex = 2.18’ K = 220 L = 620.00’ CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP 1 1 1 3 3 3 4 3 3 1 2 2 1 1 1 3 3 2 2 4 4 3 1 1 2 3 2 2 5 1 4 2 2 2 5 3 2 3 3 2 2 3 4 5 5 3 2 1 1 3 3 3 2 4 4 4 4 3 3 3 5 3 4 4 4 5 1 2 6 3 3 1 1 3 3 3 2 2 1 2 4 4 2 4 2 3 3 4 2 1 3 3 4 2 2 2 1 3 6 4 6 4 4 4 3 5 III III III 180+00 185+00 190+00 170+00 185+00 190+00 195+00 170+00 175+00 7170+00 7175+00 7180+00 7185+00 7190+00 8170+00 8180+00 8185+00 8175+00 170+00 230+00 235+00 240+00 245+00 250+00 7235+00 7240+00 7245+00 7250+00 205+00 210+00 215+00 220+00 195+00 210+00 215+00 220+00 240+00 245+00 250+00 250+00 245+00 250+00 8250+00 4170+00 4175+00 4180+00 4185+00 4190+00 4195+00 2170+00 2175+00 2180+00 2185+00 2190+00 2195+00 10+00 15+00 20+00 1170+00 1185+00 1190+00 1195+00 1175+00 1180+00 3170+00 3175+00 3180+00 3185+00 3190+00 3195+00 5170+00 5175+00 5180+00 5185+00 5190+00 5195+00 6170+00 6175+00 6180+00 6185+00 6190+00 6195+00 4195+00 4200+00 4205+00 4210+00 4215+00 4220+00 4225+00 4230+00 4235+00 4240+00 4245+00 4250+00 2195+00 2200+00 2205+00 2210+00 2215+00 2220+00 2225+00 2230+00 2235+00 2240+00 2245+00 2250+00 15+00 10+00 15+00 1195+00 1200+00 1205+00 1210+00 1215+00 1220+00 1225+00 1230+00 1235+00 1240+00 1245+00 1250+00 3195+00 3200+00 3205+00 3210+00 3215+00 3220+00 3225+00 3230+00 3235+00 3240+00 3245+00 3250+00 10+00 20+00 5195+00 5200+00 5205+00 5210+00 5215+00 5220+00 5225+00 5230+00 5235+00 5240+00 5245+00 5250+00 6200+00 6205+00 6210+00 6215+00 6220+00 6225+00 6230+00 6235+00 6250+00 6195+00 6240+00 6245+00 428 431 433 432 434 435 437 142 138 140 436 438 448 449 454 455 148 429 430 447 446 445 444 443 442 441 440 439 145 144 453 452 451 450 149 141 143 146 147 136 137 139 419D 454 455 457 456 458 459 460 148 164 168 163 165 166 167 169 468 466 467 465 464 463 462 461 469 470 472 471 170 171 172 162 161 160 159 158 157 156 155 154 153 152 149 150 151 Owner R.O.W. Parcel # Owner R.O.W. Parcel # 141 First United Meth Ch Bedford 142 First United Meth Ch Bedford 143 Parc Plaza Homes Lp 144 Parc Plaza Homes Lp 145 Parc Plaza Homes Lp 146 Parc Plaza Homes Lp 147 Parc Plaza Homes Lp 148 1401 Properties Ltd 149 Bedford Frwy Investments Lp 150 Fort Worth Fcu 151 Spring Creek Barbeque Bedford 152 Bre/Esa Tx Properties Lp 153 Posados Cafe, Inc 154 1605 Airport Freeway Llc 155 Sherman Taylor Plaza Shop Cntr 156 Smith, Donald R 157 Automotive Mngmt Institute 158 Bedford Restaurant Services Lp 159 Realty Income Texas Prop Lp 160 Cheddar’s Inc 161 Duvar Family Trust 162 Leis Ohana Hui Family Prt Ltd 163 O’Leary, Patrick 164 Central Professional Bldg Gr 165 Cnl Net Lease Funding 2001 Lp 166 Phcg Investments 167 Pappas Partners Lp 168 Sf (Tx) Lp 169 C1 Land Lp 170 Moody National Hh Bedford Etal 171 Joel Ltd Prtnshp 431 Breuner, Donald J & Carol A 432 Tsca-231 Lp 433 Tsca-231 Lp 434 Abs Tx Investor Lp 435 Tsca-231 Lp 436 Tsca-231 Lp 437 Tsca-231 Lp 438 National Hotels Inc 439 Philip, James Etux Rhoda 440 Vanlandingham, Johnny C 441 Ulrich, Max T Etux Helen C 442 Cleaver, James K Etux Paula N 443 Clark, Shay 444 Viola, Frank J Etux Nancy D 445 Babalola, Peter A Etux Maria 446 Hourani, Tayseer Etux Cindy 447 Frigoli, Luigi Etux Hildia C O 448 Carlton, Kristen E Etvir James 449 Howell, Donna C & Janet Smith 450 Clark, Richard M 451 Nguyen-Payne, Erica K 452 Conley, Patricia Ann 453 Goff, Benjamin C Etux Teresa A 454 C-Native Exchange II Lp 455 Shurgard Texas Lp 456 Luby’s Restaurants Ltd 457 Ketha Real Estate Enterprise 458 Gaedeke Holdings 11 Ltd 459 Airport Freeway Properties Lp 460 D E B T T Holdings Lp 461 Wells Fargo Bank Na 462 Noor Hospitality Inc 463 Landmark Bedford Holdings Llp 464 H E B ISD 465 H E B ISD 466 Tetco Stores Lp 467 Shops Dunhill Ratel Llc 468 Shops Dunhill Ratel Llc 469 Harris Methodist Heb 470 Harris Methodist Heb 471 Harris Methodist Heb 472 Texas Health Resources MURPHY DR. BEDFORD RD. BEDFORD RD. 7200 10100 11400 71400 99900 112600 35500 49600 56100 6800 9500 10700 10300 14400 16200 9100 12800 14400 7000 9800 11100 75300 105400 118600 7500 10400 11700 9300 13000 14700 34800 48600 54900 78900 110300 124300 84600 118400 133300 7300 10200 11500 77300 108200 121800 70800 99000 111600 10100 14100 15900 3600 5000 5600 25700 36000 40600 13300 18600 21000 8900 12500 14100 5100 7200 8100 1600 2200 2500 6400 9000 10200 10600 14600 16700 8200 11400 12900 7300 10300 11600 1800 2500 2800 1000 1400 1600 2000 2800 3200 20600 28600 32600 11300 15300 17900 18500 25700 29200 17000 23000 26000 1000 1400 1600 2000 2800 3200 4400 6100 6900 10200 14300 16200 3800 5300 6000 11300 15900 18000 13000 18300 20600 1100 1600 1800 7700 10800 12200 5300 7500 8400 11100 14700 16600 25200 34400 38900 17700 24000 27200 800 1100 1200 11300 15100 17200 1400 1900 2100 4200 5900 6700 9800 13800 15700 9200 12900 14600 3400 4800 5400 5800 8100 9200 1900 2700 3000 5600 7900 9000 1100 1600 1800 800 1100 1200 3100 4100 5000 4100 5600 6300 1100 1600 1800 12200 17000 19500 6800 9300 10800 3100 4400 5000 4400 6200 7000 600 800 900 5000 7000 7900 5300 7300 8200 1200 1700 1900 11400 16100 18200 3100 4400 5000 17200 24000 27100 6400 8900 10000 5400 7500 8500 8300 11700 13200 7500 10500 11800 3600 5000 5600 10200 14200 16100 6000 8400 9500 1900 2700 3000 10900 15300 17200 4400 6100 6900 15300 21400 24100 13800 19300 21900 3600 5100 5800 4900 6900 7800 19100 26600 30400 7000 9600 11200 19300 26800 30600 9600 13400 15100 9500 13300 15100 CENTRAL DR. CENTRAL DR. 100 200 200 200 300 300 71400 99900 112600 35500 49600 56100 17700 24200 27400 FOREST RIDGE DR. FOREST RIDGE DR. 1000 1400 1600 10800 15100 17100 16000 21700 24500 1900 2700 3000 8100 11300 12700 1600 2200 2500 26400 36300 41000 3600 5000 5600 33500 46100 51900 37800 52100 58700 4300 6000 6800 66500 93000 104800 1500 1900 2100 500 800 900 36800 51000 57500 9300 13000 14700 18800 5900 8300 9500 77300 108200 121800 34800 48600 54900 400 500 600 600 900 1000 34800 48600 54900 900 1300 1500 SHADY WOOD 1100 1600 1800 1500 2100 2400 400 500 600 400 500 600 PARKWOOD DR. MARRIOT DR. 400 600 700 400 500 800 PARK PLACE BLVD. PARK PLACE BLVD. OAK CREEK LN. STONEGATE DR. SOMERSET CIR. 6800 9500 10700 7000 9800 11100 13200 18400 20800 1’ 21’ 1’ 1’ 38’ 16’ 36’ MANAGED LANES 10’ SH 10’ SH 36’ G.P. LANES 10’ SH 1’ 1’ 2.50% PGL PGL CTB 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 2.50% 12’ LN 10’ SH AUX 8’ 2.50% PGL 1’ 2.00% 2’ 1.5% 3:1 MAX PGL 14’ LN 12’ LN 12’ LN 6:1 MAX 10’ 4’ SH 6:1 MAX 2’ 36’ G.P. LANES 10’ SH 10’ SH 10’ SH 36’ MANAGED LANES 2.50% 2.50% PGL CTB 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN AUX 12’ LN PGL 10’ SH PROPOSED TYPICAL SECTION STA. 4210+00 TO STA. 4220+00 8’ 2.50% 14’ LN 4’ SH PGL 2’ 12’ LN 12’ LN 10’ 2.00% 1.5% 3:1 MAX PGL 12’ LN 1’ 2% SH SH 159’ R.O.W. 243’ R.O.W. 25’TO 8’ VARIES 8’ PROP. R.O.W. PROP. R.O.W. CURB CURB CURB CURB 27’ 39’ C/0 C/0 C/0 C/0 L SH 183 C CTB RETAINING WALL 1’ CTB RETAINING WALL 1’ 20’ 20’ 139’ 223’ 8’ 4’TO 22’ VARIES 30’TO 48’ VARIES 8’TO 27’ VARIES 1’TO 17’ VARIES EXIST. PROP. EXIST. PROP. 610 620 580 590 600 610 620 630 640 600 590 580 570 560 550 610 620 580 590 600 610 620 630 640 600 590 580 570 560 550 MATCH LINE STA. 4195+00 MATCH LINE STA. 4195+00 3175+00 3180+00 3185+00 3190+00 3195+00 3200+00 3205+00 3210+00 3215+00 3220+00 3225+00 3230+00 3235+00 3240+00 3245+00 3250+00 4190+00 4195+00 4200+00 4205+00 4210+00 4215+00 4220+00 4225+00 4230+00 4235+00 4240+00 4245+00 4250+00 MATCH LINE STA. 3170+00 MATCH LINE STA. 4170+00 MATCH LINE STA. 3250+00 MATCH LINE STA. 4250+00 TYPICAL SECTIONS MATCH LINE STA. 4170+00 3170+00 4185+00 4180+00 100 0 200 300 HORIZONTAL GRAPHIC SCALE (IN FEET) 100 0 200 300 HORIZONTAL GRAPHIC SCALE (IN FEET) 1 MATCH LINE STA. 4250+00 BEGIN TAPER EXISTING 2-7’x6’ MBC FOREST RIDGE DR CENTRAL DR TEXAS 183 TEXAS 183 WESTBOUND GENERAL PURPOSE PGL EASTBOUND GENERAL PURPOSE PGL ROLL 3 OF 10 PROPOSED TYPICAL SECTION WITH FRONTAGE ROADS, RETAINING WALLS,GENERAL PURPOSE LANES AND ELEVATED MANAGED LANES PROPOSED TYPICAL SECTION WITH FRONTAGE ROADS, BRAIDED RAMPS, RETAINING WALLS, GENERAL PURPOSE LANES AND ELEVATED MANAGED LANES PROPOSED TYPICAL SECTION WITH FRONTAGE ROADS, RAMPS,GENERAL PURPOSE LANES AND ELEVATED MANAGED LANES TRAFFIC VOLUME DIAGRAM N.T.S. LEGEND 14200 = 2010 ADT 19000 = 2030 ADT 21600 = 2040 ADT DIRECTIONAL DISTIBUTION 51-49% K-FACTOR 7.6 % TRUCKS: ADT 4.3 DHV 2.8 EXIST WESTBOUND GROUND LINE @ PGL EXIST WESTBOUND GROUND LINE @ PGL EXIST WESTBOUND GROUND LINE @ PGL EXIST EASTBOUND GROUND LINE @ PGL EXIST EASTBOUND GROUND LINE @ PGL EXIST EASTBOUND GROUND LINE @ PGL PROPOSED BEDFORD RD. WGPX 4175+17.36 CLBEDFR STA. 16+26.07 PROPOSED FOREST RIDGE DR. WGPX STA. 4202+71.23 CLFRRDG STA. 13+40.54 PROPOSED CENTRAL RD. WGPX STA. 4228+52.48 CLCNTRL STA. 14+35.57 PROPOSED CENTRAL DR. EGPX STA. 3228+66.17 CLCNTRL STA. 15+31.85 PROPOSED FOREST RIDGE DR. EGPX STA. 3202+84.35 CLFRRDG STA. 14+47.69 PROPOSED BEDFORD RD. EGPX STA. 3174+14.33 CLBEDFR STA. 17+72.41 PROPOSED RAMP ER7162 EB MANAGED ENTRANCE EGPX STA. 3179+45.96 ER7162 STA 7179+50.09 PROP WESTBOUND PGL PROP EASTBOUND PGL PROP EASTBOUND PGL PROP WESTBOUND PGL PROP WESTBOUND PGL PROP EASTBOUND PGL TEXAS 121 TEXAS 121 CDP CDP-IO Managed Lanes Managed Lanes on Structure Frontage Roads/Surface St. Ramps/Direct Connectors G.P./Ramps/Surface St. on Structure Existing Pavement Removal Traffic Direction Existing Right-of-Way Proposed Control-of-Access Proposed Right-of-Way (Access Restricted) Proposed Retaining Wall Commercial Driveway Permitted Commercial Driveway Permitted In Only Proposed Sidewalk/Pedestrian Bridge General Purpose Lanes (G.P.) / Shoulder Widening
Transcript of DIRECTIONAL DISTIBUTION 51-49% TRAFFIC VOLUME...
C
2009c
8/14/2009
l:\110071\140-00691-006\prod\prod (Schematic)\Exhibits\PUB_SCHEMATIC_03.dgn
SH 121 / SH 183
ALL RIGHTS RESERVED
2009 BY TEXAS DEPARTMENT
OF TRANSPORTATION
TEXAS DEPARTMENT OF TRANSPORTATIONFORT WORTH DISTRICT
CDP
CDP-IO
GENERAL PURPOSE LANES = 60 mph
MANAGED LANES = 60 mph
RAMPS = 45 mph
DIRECT CONNECTORS = 45 mph
FRONTAGE ROADS = 40 mph
CROSS STREETS = 30 mph
AERIAL PHOTOGRAPHY: Winter 2007
T
MARIBEL P. CHAVEZ, P.E., DISTRICT ENGINEER
PUBLIC HEARING DISPLAY
CSJ NO. 0364-01-054
CSJ NO. 0364-05-025
CSJ NO. 0364-05-026
CSJ NO. 0094-02-077
CSJ NO. 0094-03-065
SH 121/SH 183 FROM IH 820 TO SH 161
Legend
Managed Lanes
Managed Lanes on Structure
Frontage Roads/Surface St.
Ramps/Direct Connectors
G.P./Ramps/Surface St. on Structure
Managed Lane/Ramp Toll Gantry
Existing Pavement Removal
Traffic Direction
Existing Right-of-Way
Proposed Control-of-Access
Proposed Right-of-Way
(Access Restricted)
Proposed Retaining Wall
Noise Wall
Commercial Driveway Permitted
Commercial Driveway Permitted In Only
Proposed Sidewalk/Pedestrian Bridge
General Purpose Lanes (G.P.) / Shoulder Widening
HOV Declaration / Enforcement Zone
8/14/2009
******
PRELIMININARY
NOT FOR CONSTRUCTION,
BIDDING, OR PERMIT PURPOSES.
FOR REVIEW ONLY.
LOCKWOOD ANDREWS
& NEWNAM INC. # 2614
Date:
JOE ATWOOD
P.E. No.65631
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571.02
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DATE OF P
HOTOGRAPHY 04-04-0
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CP62
HIS
TO
RIC
AL
BR
IDG
E
62
CP D 5/8
"CIR
S
553.271000
CP D 60D N
AIL
550.26
1001
WL ST
548.07
1002
WL W
1.0
549.651003
WL W
1.0
549.861004
L ST WL ST
550.13
1005
WL W
1.0
550.081006
WL W
1.0
550.56
1007
L1 ST W
L W 1.0
550.541008
WL ST
549.87
1009
WL W
1.0
548.91
1010
WL1 ST
548.05
1011
WL1 W
1.0
549.91
1012
WL1 W
1.0
549.941013
L WL1 ST
550.64
1014
L1 WL1 W
1.0
550.531015
WL1 ST
550.011016
WL1 W
1.0
550.001017
WL1 W
1.0
549.51
540
571.02
15
584.00
DATE OF PHOTOGRAPHY 04-04-00
UNDER CONSTRUCTION
538
609.15
539584.14
537580.10
16599.09
17
624.22
18
593.22
SDMH
SH
SH
SH
SH
SH
SVSH
SH
SH
SHSV
SV
SH
SV
SH
SH
SH
SV
SV
SV
PP
WV
FH
CP65CP64
SH
PP
PP
MARKER
INLET CP67
XX
WV
CP66
XXX
INLET
1’
21’
1’
1’
16’
36’
MANAGED LANES
10’
SH
10’
SH
36’
G.P. LANES
10’
SH
36’
G.P. LANES
10’
SH
10’
SH
10’
SH
10’
SH
36’
MANAGED LANES
1’
1’
2.50%
2.50%2.50%
PGL
PGL PGL PGL
CTB
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
4:1 MAX
2.50%
5’
AUX
12’
LN
12’
LN
10’
SH
AUX
VARIES 164’ TO 183’
R.O.W.
VARIES 283’ TO 301’
R.O.W.
8’
SH 4’
SH
PGL
2.50%
1’
1’
4’
SH
2.50%
PGL
14’
LN
1’
1’
8’
SH
PROPOSED TYPICAL SECTION
STA. 4175+00 TO STA. 4184+00
VARIES
1’
2.00%
2’
3:1
MAX
1.5% 2%
12’
LN
12’
LN
10’ 12’
LN
12’
LN
PGL
2%
1’
2.00%
2’
12’
LN
12’
LN
12’
LN
PGL
3:1 MAX
1.5%
10’
6’
14’
LN
42’
6:1
MAX
6:1 MAX
PR
OP
. R
.O.W
.
CURBCURB
CURBCURB
66’
CTBCTB3:1
MAX3:1 MAX
C/0 C/0
C/0
C/0
PR
OP
./E
XIS
T.
R.O
.W.
0’ TO 28’
VARIES
0’TO 105’
VARIES
L SH 183C
20’
VARIES
137’ TO 163’
VARIES
20’ TO 27’
VARIES
263’ TO 281’
0’TO 15’
VARIES
1’
0’TO 36’
15’ TO 100’
VARIES
110’ TO 224’
VARIES
17’ TO 0’
VARIES
17’ TO 0’
VARIES
39’ TO 58’
VARIES
VARIES 38’-55’
STA. 4235+00 TO STA. 4246+00
33’
1’
1’
14’
16’
36’
G.P. LANES
10’
SH
10’
SH
10’
SH
36’
MANAGED LANES
1’
2.50%PGL PGL
CTB
12’
LN
12’
LN
12’
LN
2.50%
10’
3:1 MAX
1.5%
VARIES 215’ TO 238’
R.O.W.
VARIES 325’ TO 356’
R.O.W.
36’
G.P. LANES
10’
SH
2.50%PGL
12’
LN
12’
LN
12’
LN
CTB
14’
LN
2.50%
RETAINING
WALL
8’
SH
PGL
1’1’
4’
SH
6:1 MAX
12’
LN
8’
SH
12’
LN
PGL2.50%
8’
SH
1’
1’
3:1 MAX
1’
2.00%
2’
1.5%3:1
MAX
PGL
12’
LN
12’
LN
10’12’
LN
PROPOSED TYPICAL SECTION
STA. 4246+00 TO STA. 4250+00
10’
SH
CURB
CURB
2%
6’C/0
C/0
EX
IST
. R
.O.W
. PR
OP
./E
XIS
T.
R.O
.W.
L SH 183C
1’
36’
MANAGED LANES
10’
SH
10’
SH
1’
2.50%
PGL
12’
LN
12’
LN
12’
LN
12’
LN
AUX
1’
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
10’
SH
AUX AUX AUX
RETAINING WALL
12’
LN
12’
LN
2.00% 2%PGL
1’
12’
LN
8’
SH
12’
LN
PGL2.50%
4’
SH
CTB
C/0
27’
32’ TO 36’
VARIES
6:1 MAX4:1 MAX
CURB
CURB
2’
C/0
18’ TO 30’
VARIES
1’
12’
LN
1’ 1’
8’
11’ TO 13’
VARIES
0’ TO 30’
VARIES
20’
VARIES
20’ TO 24’
195’ TO 214’
VARIES VARIES
305’ TO 336’
16’TO 30’
VARIES
RETAINING WALL
1’
110’
213’ TO 247’
VARIES
14’TO 0’
VARIES
51’TO 65’
VARIES
CTB CTB
RETAINING WALL
CTB
4 - 7’ x 6’ MBC
BRIDGE CLASS
FL = 560.34’
HW 50 YR
553.63
HW 50 YR
567.02
4 - 7’ x 6’ MBC
BRIDGE CLASS
FL = 557.66’
HW 50 YR
553.63
HW 50 YR
567.02
STORM C
T E
ST
AN
TO
N
STORM DR
SHADY BROOK D
R
BE
DFO
RD
RD
SH
UG
AR
D D
R
WO
OD
SH
AD
Y
BE
DF
OR
D R
D
DR
.
CANTEBRIA CROSSING
FO
RE
ST
RID
GE
DR
SHOALMONT
MA
RR
IOT
T
BA
Y S
T
CE
NT
RA
L D
R
FO
RE
ST
RID
GE
DR
CE
NT
RA
L D
R
PLAZA PKY
SH
UG
AR
D D
R
OA
K C
RE
EK
LN
HE
B D
R
PA
RK
WO
OD
DR
PA
RK
PL
AC
E B
LV
D
PA
RK
PL
AC
E B
LV
D
(+)1.0989 % (-)0.9906 %
(-)0.9906 % (+)1.6749 %
(+)1.6749 %(+)1.1483 %
VP
T 4
181+
05.0
0 E
L. =
583.2
6’
VP
C 4
185+
05.0
0 E
L. =
579.3
0’
VP
T 4
191+
55.0
0 E
L. =
581.5
2’
VP
T 4
204+
30.0
0 E
L. =
602.0
9’
STA = 4175+30.00
EL = 588.96’
L = 1,150.00’
K = 550
ex = -3.00’
STA = 4188+30.00
EL = 576.08’
L = 650.00’
K = 244
ex = 2.17’
STA = 4202+80.00
EL = 600.37’
L = 300.00’
K = 570
ex = -0.20’
(+)1.1483 % (-)2.9786 %
VP
C 4
223+
75.0
0 E
L. =
624.4
2’
VP
T 4
246+
25.0
0 E
L. =
603.8
3’
L = 2,250.00’
K = 545
ex = -11.61’
EL = 637.34’
STA = 4235+00.00
BE
GIN
BR
IDG
E
WG
PP
X
ST
A 4
173+
65.7
4
EN
D B
RID
GE
WG
PP
X
ST
A 4
17
6+
69
.68
BE
GIN
BR
IDG
E
WG
PP
X
ST
A 4
20
0+
97
.31
EN
D B
RID
GE
WG
PP
X
ST
A 4
204+
60.6
7
BE
GIN
BR
IDG
E
WG
PP
X
ST
A 4
226+
90.0
4
EN
D B
RID
GE
WG
PP
X
ST
A 4
23
0+
17
.60
VP
C 4
201+
30.0
0 E
L. =
597.8
5’
57
2.6
7
575.1
8
57
7.6
7
579.7
3
580.8
3
569.7
6
559.8
5
560.2
9
581.5
2
58
0.6
4
57
9.4
1
578.1
3
57
5.7
1
573.5
5
571.7
2
570.2
8
569.4
3
56
9.0
1
56
9.0
4
56
9.2
1
56
9.4
7
570.0
5
571.1
2
572.4
3
57
4.1
0
575.8
6
577.5
6
579.5
9
581.2
9
583.4
3
58
5.4
7
587.7
9
58
9.7
4
57
1.2
0
572.2
8
58
7.5
1
596.9
6
598.2
8
599.3
2
599.9
5
60
0.3
7
600.8
6
60
1.3
7
601.8
8
602.8
3
604.1
8
60
6.2
0
608.6
6
611.1
3
61
3.6
0
616.1
9
618.7
5
62
0.9
4
622.6
3
623.7
9
624.4
2
624.8
9
624.8
3
624.2
9
60
1.5
7
601.6
3
620.5
2
61
8.7
0
616.3
9
613.5
5
61
0.5
4
607.6
8
604.5
8
601.7
8
598.8
3
596.0
8
593.9
3
592.4
8
591.1
9
590.0
8
58
8.8
7
587.7
8
58
6.3
4
585.3
5
58
4.3
0
582.9
6
581.6
2
620.1
2
621.2
6
62
2.4
1
623.5
6
62
4.7
0
62
5.7
1
627.1
9
627.9
2
627.9
3
627.6
5
626.5
6
625.7
3
624.7
3
62
3.5
4
62
0.6
1
618.8
6
61
6.9
4
614.8
3
61
0.0
7
60
7.4
1
60
4.5
7
60
1.6
0
598.6
2
59
5.6
4
592.6
6
4170+00 4175+00 4180+00 4185+00 4190+00 4195+00 4200+00 4205+00 4210+00 4215+00 4220+00 4225+00 4230+00 4235+00 4240+00 4245+00 4250+00
582.0
3
58
3.1
1
58
4.0
4
584.7
8
585.3
5
585.7
3
585.9
3
585.9
5
585.7
8
58
5.4
4
58
4.9
1
58
4.2
0
58
3.3
1
582.3
2
581.3
3
58
0.3
4
579.3
5
57
8.5
4
578.1
5
578.1
6
578.5
8
579.4
2
580.6
6
582.2
8
583.9
5
585.6
3
58
7.3
0
588.9
8
590.6
5
592.3
3
59
4.0
0
595.6
8
597.3
5
598.9
8
600.4
5
60
1.7
4
602.8
9
60
4.0
4
605.1
9
60
6.3
4
607.4
8
608.6
3
609.7
8
610.9
3
612.0
8
613.2
3
61
4.3
7
615.5
2
61
6.6
7
617.8
2
61
8.9
7
62
6.5
4
627.6
5
628.0
2
62
7.2
0
622.1
6
61
2.5
4
55
5.9
0
55
6.3
7
556.9
2
557.2
3
557.8
9
55
7.5
7
55
7.9
4
55
8.8
1
56
0.0
0
561.6
9
564.0
5
567.1
3
569.5
3
570.9
6
57
1.4
4
571.6
2
571.8
3
571.6
2
571.4
8
57
1.1
7
570.5
3
56
9.8
0
56
8.8
7
56
8.4
4
568.9
6
57
1.0
0
57
2.8
1
576.4
5
580.0
9
581.3
5
581.9
9
582.4
2
570.0
2
57
1.7
1
578.0
6
592.4
8
594.3
3
595.8
2
596.6
3
596.4
9
597.2
6
597.8
9
599.2
5
600.3
3
601.6
6
60
3.6
0
606.8
6
609.6
8
61
2.3
7
613.9
9
615.0
6
617.2
9
61
9.1
7
62
0.1
0
62
0.8
7
621.7
5
62
1.9
0
621.7
5
601.5
9
600.8
6
61
4.1
1
61
5.1
0
61
1.8
7
608.0
6
603.2
2
59
6.9
1
59
0.3
0
593.8
3
589.8
3
587.0
3
585.6
3
584.7
8
584.1
9
584.4
5
58
5.1
0
588.8
5
592.5
8
596.2
8
59
8.2
4
598.9
9
597.0
9
586.9
6
58
6.7
0
586.2
6
585.6
3
584.8
2
583.8
2
58
2.6
4
58
1.4
0
580.1
6
578.9
2
577.6
8
57
6.4
4
57
5.2
0
573.9
6
572.7
2
571.7
5
57
1.2
4
571.1
8
571.5
8
572.4
3
573.7
3
57
5.3
1
576.8
8
578.4
6
58
0.0
4
581.6
2
583.1
9
58
4.7
7
586.3
5
587.9
2
58
9.5
0
591.0
8
592.6
6
594.2
3
59
5.8
1
597.3
9
598.9
6
60
0.5
4
602.1
2
60
3.7
0
60
5.2
7
606.8
5
608.4
3
61
0.0
0
611.5
8
613.1
6
61
4.7
4
61
6.3
1
617.8
9
61
9.4
7
621.0
2
622.4
2
623.6
3
624.6
6
62
5.5
0
626.1
6
626.6
3
62
6.9
1
62
7.0
1
626.9
3
626.6
6
62
6.2
1
62
5.5
7
62
4.7
4
623.7
3
62
2.5
4
621.1
6
619.5
9
61
7.8
4
61
5.9
1
613.7
9
611.4
8
609.0
9
60
6.7
0
60
4.3
0
60
1.9
1
599.5
2
597.1
2
594.7
3
59
2.3
4
58
9.9
4
(-)1.2405 % (+)1.5771 %
(+)1.5771 % (-)2.3933 %
VP
C 3
183+
90.0
0 E
L. =
572.8
4’
VP
T 3
190+
10.0
0 E
L. =
573.8
9’
VP
C 3
219+
52.5
0 E
L. =
620.3
0’
VP
T 3
240+
97.5
0 E
L. =
611.5
4’
VP
T 3
17
5+
82
.50
EL
. =
582.8
6’
BE
GIN
BR
IDG
E
EG
PX
P
ST
A 3
172+
55.3
7
EN
D B
RID
GE
EG
PX
P
ST
A 3
175+
64.6
6
BE
GIN
BR
IDG
E
EG
PX
P
ST
A 3
20
1+
10
.55
EN
D B
RID
GE
EG
PX
P
ST
A 3
204+
74.5
9
BE
GIN
BR
IDG
E
EG
PX
P
ST
A 3
22
7+
02
.45
EN
D B
RID
GE
EG
PX
P
ST
A 3
230+
28.7
7
STA = 3230+25.00
EL = 637.21’
ex = -10.65’
K = 540
L = 2,145.00’
STA = 3187+00.00
EL = 569.00’
ex = 2.18’
K = 220
L = 620.00’
CDP CDP CDP
CDP
CD
P
CDP
CD
P
CDP CDPCDP CDP
CDP CDPCDP CDP
CD
P
CDP
CDP
CDP
CDP
CDP
CD
P
CD
P
CDP CDP CDP CDP CDP
CD
PC
DP
CDPCDP
CDP CDP CDPCDP
CD
P
CDP
CDPCDP
CD
P
CD
PC
DP
CDP
CDP
CDP
CDP CDP
CD
P
CDP
CDP
CDP
1
1
1
3
3
3
4
3
3
1
2
2
1
1
1
3
3
2
2
4
4
3
1
1
2
3
2
2
5
1
4
2
2
2
5
3
2
3
3
2
2
3
4
5
5
3
2
1
1
3
3
3
2
4
4
4
4
3
3
3
5
3
4
4
4
5
1
2
6
3
3
1
1
3
3
3
2
2
1
2 4
4 2
4
2
3
34
2
1
3
3
4
2
22
1
3
6
4
6
4
4
4
3
5
IIIIIIIII
180+00185+00
190+00
170+00
185+00
190+00
195+00
170+00
175+00
7170+00
7175+00
7180+00
7185+00
7190+00
8170+008180+00
8185+00
8175+00
170+00
230+00
235+00
240+00 245+00250+00
7235+00
7240+00
7245+00
7250+00
205+00210+00
215+00220+00
195+00 210+00
215+00220+00
240+00
245+00
250+00
250+00
245+00
250+00
8250+00
4170+00
4175+00 4180+00 4185+00
4190+00
4195+00
2170+00
2175+00 2180+00 2185+00
2190+00
2195+00
10+
00
15+
00
20+
00
1170+00
1185+00
1190+00
1195+00
1175+00 1180+00
3170+003175+00 3180+00 3185+00
3190+00
3195+00
5170+00
5175+005180+00 5185+00
5190+00
5195+00
6170+00
6175+006180+00
6185+00
6190+00
6195+00
4195+00
4200+004205+00
4210+004215+00
4220+004225+00
4230+004235+00
4240+004245+00
4250+00
2195+00
2200+002205+00
2210+002215+00
2220+002225+00
2230+002235+00
2240+002245+00
2250+00
15+
00
10+
00
15+
001195+00
1200+001205+00
1210+001215+00
1220+001225+00
1230+001235+00
1240+001245+00
1250+00
3195+00 3200+003205+00
3210+003215+00
3220+003225+00 3230+00
3235+00
3240+003245+00
3250+00
10+
00
20+
00
5195+00 5200+005205+00
5210+005215+00
5220+00 5225+00 5230+005235+00
5240+00 5245+00
5250+00
6200+00 6205+006210+00 6215+00
6220+00 6225+006230+00
6235+00
6250+00
6195+00
6240+00
6245+00
428431
433
432
434 435
437
142138
140
436
438
448
449
454
455
148
429
430
447
446
445
444
443
442
441
440
439
145
144
453
452
451
450
149
141
143
146
147
136
137
139
419D454
455
457
456
458 459 460
148
164
168
163
165 166167
169
468
466
467465464463462461
469 470
472
471
170
171
172
162
161160
159158157156
155
154153
152
149
150
151
Owner
R.O.W.
Parcel #Owner
R.O.W.
Parcel #
141 First United Meth Ch Bedford
142 First United Meth Ch Bedford
143 Parc Plaza Homes Lp
144 Parc Plaza Homes Lp
145 Parc Plaza Homes Lp
146 Parc Plaza Homes Lp
147 Parc Plaza Homes Lp
148 1401 Properties Ltd
149 Bedford Frwy Investments Lp
150 Fort Worth Fcu
151 Spring Creek Barbeque Bedford
152 Bre/Esa Tx Properties Lp
153 Posados Cafe, Inc
154 1605 Airport Freeway Llc
155 Sherman Taylor Plaza Shop Cntr
156 Smith, Donald R
157 Automotive Mngmt Institute
158 Bedford Restaurant Services Lp
159 Realty Income Texas Prop Lp
160 Cheddar’s Inc
161 Duvar Family Trust
162 Leis Ohana Hui Family Prt Ltd
163 O’Leary, Patrick
164 Central Professional Bldg Gr
165 Cnl Net Lease Funding 2001 Lp
166 Phcg Investments
167 Pappas Partners Lp
168 Sf (Tx) Lp
169 C1 Land Lp
170 Moody National Hh Bedford Etal
171 Joel Ltd Prtnshp
431 Breuner, Donald J & Carol A
432 Tsca-231 Lp
433 Tsca-231 Lp
434 Abs Tx Investor Lp
435 Tsca-231 Lp
436 Tsca-231 Lp
437 Tsca-231 Lp
438 National Hotels Inc
439 Philip, James Etux Rhoda
440 Vanlandingham, Johnny C
441 Ulrich, Max T Etux Helen C
442 Cleaver, James K Etux Paula N
443 Clark, Shay
444 Viola, Frank J Etux Nancy D
445 Babalola, Peter A Etux Maria
446 Hourani, Tayseer Etux Cindy
447 Frigoli, Luigi Etux Hildia C O
448 Carlton, Kristen E Etvir James
449 Howell, Donna C & Janet Smith
450 Clark, Richard M
451 Nguyen-Payne, Erica K
452 Conley, Patricia Ann
453 Goff, Benjamin C Etux Teresa A
454 C-Native Exchange II Lp
455 Shurgard Texas Lp
456 Luby’s Restaurants Ltd
457 Ketha Real Estate Enterprise
458 Gaedeke Holdings 11 Ltd
459 Airport Freeway Properties Lp
460 D E B T T Holdings Lp
461 Wells Fargo Bank Na
462 Noor Hospitality Inc
463 Landmark Bedford Holdings Llp
464 H E B ISD
465 H E B ISD
466 Tetco Stores Lp
467 Shops Dunhill Ratel Llc
468 Shops Dunhill Ratel Llc
469 Harris Methodist Heb
470 Harris Methodist Heb
471 Harris Methodist Heb
472 Texas Health Resources
MURPHY DR.
BEDFORD RD.
BEDFORD RD.
7200
10100
11400
71400
99900
112600
35500
49600
56100
6800
9500
10700
10300
14400
16200
9100
12800
14400
7000
9800
11100
75300
105400
118600
7500
10400
11700
9300
13000
14700
34800
48600
54900
78900
110300
124300
84600
118400
133300
7300
10200
11500
77300
108200
121800
70800
99000
111600
10100
14100
15900
3600
5000
5600
25700
36000
40600
13300
18600
21000
8900
12500
14100
5100
7200
8100
1600
2200
2500
6400
9000
10200
10600
14600
16700
8200
11400
12900
7300
10300
11600
1800
2500
2800
1000
1400
1600
2000
2800
3200
20600
28600
32600
11300
15300
17900
18500
25700
29200
17000
23000
26000
1000
1400
1600
2000
2800
3200
4400
6100
6900
10200
14300
16200
3800
5300
6000
11300
15900
18000
13000
18300
20600
1100
1600
1800
7700
10800
12200
5300
7500
8400
11100
14700
16600
25200
34400
38900
17700
24000
27200
800
1100
1200
11300
15100
17200
1400
1900
2100
4200
5900
6700
9800
13800
15700
9200
12900
14600
3400
4800
5400
5800
8100
9200
1900
2700
3000
5600
7900
9000
1100
1600
1800
800
1100
1200
3100
4100
5000
4100
5600
6300
1100
1600
1800
12200
17000
19500
6800
9300
108003100
4400
5000
4400
6200
7000
600
800
900
5000
7000
7900
5300
7300
8200
1200
1700
1900
11400
16100
18200
3100
4400
5000
17200
24000
27100
6400
8900
10000
5400
7500
8500
8300
11700
13200
7500
10500
11800
3600
5000
5600
10200
14200
16100
6000
8400
9500
1900
2700
3000
10900
15300
17200
4400
6100
6900
15300
21400
24100
13800
19300
21900
3600
5100
5800
4900
6900
7800
19100
26600
30400
7000
9600
11200
19300
26800
30600
96001340015100
9500
13300
15100
CENTRAL DR.
CENTRAL DR.
100
200
200
200
300
300
71400
99900
112600
35500
49600
56100
17700
24200
27400
FOREST RIDGE DR.
FOREST RIDGE DR.
1000
1400
1600
10800
15100
17100
16000
21700
24500
1900
2700
3000
8100
11300
12700
1600
2200
2500
26400
36300
41000
3600
5000
5600
33500
46100
51900
37800
52100
58700
4300
6000
6800
66500
93000
104800
1500
1900
2100
500
800
900
36800
51000
57500
9300
13000
14700
18800
5900
8300
9500
77300
108200
121800
34800
48600
54900
400
500
600
600
900
1000
34800
48600
54900
900
1300
1500
SH
AD
Y W
OO
D
1100
1600
1800
1500
2100
2400
400
500
600
400
500
600PA
RK
WO
OD
DR
. MA
RR
IOT
DR
.
400
600
700
400
500
800
PA
RK
PL
AC
E
BL
VD
.
PA
RK
PL
AC
E
BL
VD
.
OA
K C
RE
EK
LN
.
ST
ON
EG
AT
E
DR
.S
OM
ER
SE
T
CIR
.
6800
9500
10700
7000
9800
11100
13200
18400
20800
1’
21’
1’
1’
38’
16’
36’
MANAGED LANES
10’
SH
10’
SH
36’
G.P. LANES
10’
SH
1’
1’
2.50%
PGL
PGL
CTB
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
2.50%
12’
LN
10’
SH
AUX
8’
2.50%
PGL
1’
2.00%
2’
1.5%3:1
MAX
PGL
14’
LN
12’
LN
12’
LN
6:1 MAX
10’
4’
SH
6:1 MAX
2’
36’
G.P. LANES
10’
SH
10’
SH
10’
SH
36’
MANAGED LANES
2.50%2.50%
PGL
CTB
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
AUX
12’
LN
PGL
10’
SH
PROPOSED TYPICAL SECTION
STA. 4210+00 TO STA. 4220+00
8’
2.50%
14’
LN
4’
SH
PGL
2’
12’
LN
12’
LN
10’
2.00%
1.5%3:1
MAX
PGL
12’
LN 1’
2%
SH SH
159’
R.O.W.
243’
R.O.W.
25’TO 8’
VARIES
8’
PR
OP
. R
.O.W
.
PR
OP
. R
.O.W
.
CURBCURBCURB
CURB
27’
39’
C/0
C/0
C/0C/0
L SH 183C
CTB
RETAINING WALL
1’
CTB
RETAINING WALL
1’
20’
20’
139’
223’
8’
4’TO 22’
VARIES
30’TO 48’
VARIES
8’TO 27’
VARIES
1’TO 17’
VARIES
EX
IS
T.
PR
OP
.
EX
IS
T.
PR
OP
.
610
620
580
590
600
610
620
630
640
600
590
580
570
560
550
610
620
580
590
600
610
620
630
640
600
590
580
570
560
550
MA
TC
H L
INE
ST
A. 4
195+
00
MA
TC
H L
INE
ST
A. 4195+
00
3175+00 3180+00 3185+00 3190+00 3195+00 3200+00 3205+00 3210+00 3215+00 3220+00 3225+00 3230+00 3235+00 3240+00 3245+00 3250+00
4190+00 4195+00 4200+00 4205+00 4210+00 4215+00 4220+00 4225+00 4230+00 4235+00 4240+00 4245+00 4250+00
MA
TC
H L
INE
ST
A.
31
70
+0
0M
AT
CH
LIN
E S
TA
. 4
17
0+
00
MA
TC
H L
INE
ST
A.
32
50
+0
0M
AT
CH
LIN
E S
TA
. 4
25
0+
00
TYPICAL SECTIONS
MA
TC
H L
INE
ST
A. 4
170+
00
3170+00
4185+004180+00
1000 200 300
HORIZONTAL GRAPHIC SCALE
(IN FEET)
1000 200 300
HORIZONTAL GRAPHIC SCALE
(IN FEET)
1
MA
TC
H L
INE
ST
A. 4
250+
00
BEGIN TAPER
EXISTING2-7’x6’ MBC
FO
RE
ST
RID
GE
DR
CE
NT
RA
L D
R
TEXAS
183
TEXAS
183
WESTBOUND GENERAL PURPOSE PGL
EASTBOUND GENERAL PURPOSE PGL
ROLL 3 OF 10
PROPOSED TYPICAL SECTION
WITH FRONTAGE ROADS, RETAINING WALLS,GENERAL PURPOSE LANES
AND ELEVATED MANAGED LANES
PROPOSED TYPICAL SECTION
WITH FRONTAGE ROADS, BRAIDED RAMPS, RETAINING WALLS,
GENERAL PURPOSE LANES AND ELEVATED MANAGED LANES
PROPOSED TYPICAL SECTION
WITH FRONTAGE ROADS, RAMPS,GENERAL PURPOSE LANES
AND ELEVATED MANAGED LANES
TRAFFIC VOLUME DIAGRAMN.T.S.
LEGEND
14200 = 2010 ADT
19000 = 2030 ADT
21600 = 2040 ADT
DIRECTIONAL
DISTIBUTION 51-49%
K-FACTOR 7.6
% TRUCKS:
ADT 4.3
DHV 2.8
EXIST WESTBOUND
GROUND LINE @ PGL
EXIST WESTBOUND
GROUND LINE @ PGL
EXIST WESTBOUND
GROUND LINE @ PGL
EXIST EASTBOUND
GROUND LINE @ PGL
EXIST EASTBOUND
GROUND LINE @ PGL
EXIST EASTBOUND
GROUND LINE @ PGL
PROPOSED
BEDFORD RD.
WGPX 4175+17.36
CLBEDFR STA. 16+26.07 PROPOSED
FOREST RIDGE DR.
WGPX STA. 4202+71.23
CLFRRDG STA. 13+40.54
PROPOSED
CENTRAL RD.
WGPX STA. 4228+52.48
CLCNTRL STA. 14+35.57
PROPOSED
CENTRAL DR.
EGPX STA. 3228+66.17
CLCNTRL STA. 15+31.85
PROPOSED
FOREST RIDGE DR.
EGPX STA. 3202+84.35
CLFRRDG STA. 14+47.69
PROPOSED
BEDFORD RD.
EGPX STA. 3174+14.33
CLBEDFR STA. 17+72.41
PROPOSED RAMP ER7162
EB MANAGED ENTRANCE
EGPX STA. 3179+45.96
ER7162 STA 7179+50.09
PROP WESTBOUND PGL
PROP EASTBOUND PGL
PROP EASTBOUND PGL
PROP WESTBOUND PGLPROP WESTBOUND PGL
PROP EASTBOUND PGL
TEXAS
121
TEXAS
121
CDP
CDP-IO
Managed Lanes
Managed Lanes on Structure
Frontage Roads/Surface St.
Ramps/Direct Connectors
G.P./Ramps/Surface St. on Structure
Existing Pavement Removal
Traffic Direction
Existing Right-of-Way
Proposed Control-of-Access
Proposed Right-of-Way
(Access Restricted)
Proposed Retaining Wall
Commercial Driveway Permitted
Commercial Driveway Permitted In Only
Proposed Sidewalk/Pedestrian Bridge
General Purpose Lanes (G.P.) / Shoulder Widening
