DIRECTIONAL DISTIBUTION 51-49% TRAFFIC VOLUME DIAGRAM€¦ · ln ln ln 12’ ln ln ln 2.50% sh ln...
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C 2009 c 8/14/2009 l:\110071\140-00691-006\prod\prod (Schematic)\Exhibits\PUB_SCHEMATIC_04.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 CANTILEVER BENT CANTILEVER BENT CANTILEVER BENT OBSCURED BY DISPLACEMENT OBSCURED BY DISPLACEMENT NURSERY NURSERY 202 553.16 550 547.14 20 544.83 19 582.60 535 583.24 21 561.47 522 560.16 521 563.37 301 565.40 302 563.92 303 581.11 523 564.91 S-758 SV SV SV LP TEL TEL TEL SH PIPE VAULT SH SH SH SV SV SV SH SH SH SH SH SH SH SV PP PP MARKER INLET CP67 CP51 CP68 CP69 SSMH SBC MANHOLES PP MARKERS MARKER PP SBC MANHOLES PP INLET GATE LP LP LP LP LP LP LP LP GL SIGN PP GL GL GL GL GL GL GL LP MARKER FIBER OPTIC CABLE VAULT OBSCURED BY DISPLACEMENT (-)2.9786 % (+)1.1640 % VPC 4261+50.00 EL.= 558.41’ STA = 4266+25.00 EL = 544.26’ L = 950.00’ K = 229 ex = 4.92’ (+)1.1640 % (-)0.5000 % STA = 4295+25.00 EL = 556.05’ (-)0.5000 % (+)0.5052 % L = 230.00’ K = 229 ex = 0.29’ STA = 4308+55.00 EL = 562.77’ (+)0.5052 % (+)1.9659 % L = 340.00’ K = 233 ex = 0.62’ STA = 4318+55.00 EL = 582.43’ (+)1.9659 % (+)0.5027 % L = 800.00’ K = 547 ex = -1.46’ STA = 4325+90.00 EL = 586.12’ (+)0.5027 % (-)0.6880 % L = 650.00’ K = 546 ex = -0.97’ VPC 4277+55.00 EL. = 557.41’ VPT 4286+55.00 EL. = 560.40’ VPC 4294+10.00 EL. = 556.62’ VPT 4296+40.00 EL. = 556.63’ VPC 4306+85.00 EL. = 561.91’ VPT 4310+25.00 EL. = 566.11’ VPC 4314+55.00 EL. = 574.56’ VPT 4322+55.00 EL. = 584.44’ VPC 4322+65.00 EL. = 584.49’ VPT 4329+15.00 EL. = 583.89’ VPT 4271+00.00 EL. = 549.79’ STA = 4282+05.00 EL = 562.65’ ex = -1.87’ K = 541 L = 900.00’ (-)2.9786 % (+)1.1640 % VPC 4261+50.00 EL.= 558.41’ STA = 4266+25.00 EL = 544.26’ L = 950.00’ K = 229 ex = 4.92’ (+)1.1640 % (-)0.5000 % STA = 4295+25.00 EL = 556.05’ (-)0.5000 % (+)0.5052 % L = 230.00’ K = 229 ex = 0.29’ STA = 4308+55.00 EL = 562.77’ (+)0.5052 % (+)1.9659 % L = 340.00’ K = 233 ex = 0.62’ STA = 4318+55.00 EL = 582.43’ (+)1.9659 % (+)0.5027 % L = 800.00’ K = 547 ex = -1.46’ STA = 4325+90.00 EL = 586.12’ (+)0.5027 % (-)0.6880 % L = 650.00’ K = 546 ex = -0.97’ VPC 4277+55.00 EL. = 557.41’ VPT 4286+55.00 EL. = 560.40’ VPC 4294+10.00 EL. = 556.62’ VPT 4296+40.00 EL. = 556.63’ VPC 4306+85.00 EL. = 561.91’ VPT 4310+25.00 EL. = 566.11’ VPC 4314+55.00 EL. = 574.56’ VPT 4322+55.00 EL. = 584.44’ VPC 4322+65.00 EL. = 584.49’ VPT 4329+15.00 EL. = 583.89’ VPT 4271+00.00 EL. = 549.79’ STA = 4282+05.00 EL = 562.65’ ex = -1.87’ K = 541 L = 900.00’ 581.62 579.44 577.38 574.58 571.54 568.84 565.94 563.29 560.99 558.92 555.88 553.23 550.26 547.37 545.67 544.28 543.88 544.25 544.55 544.82 545.47 546.58 547.96 549.97 552.47 555.33 558.04 560.51 562.51 563.94 565.31 566.20 566.58 566.70 566.50 566.32 566.04 565.34 564.99 564.34 563.63 563.07 562.42 561.94 561.20 560.64 560.23 559.72 559.33 559.16 559.42 559.81 560.18 560.86 561.41 561.89 562.15 562.48 562.88 563.37 564.41 565.76 568.12 570.53 572.58 574.71 576.52 578.19 579.36 580.23 580.76 580.95 580.97 580.58 580.13 579.62 579.24 579.28 578.51 578.46 577.14 592.66 586.70 583.73 580.75 577.77 559.90 589.68 574.79 571.81 568.83 565.85 562.87 556.97 554.43 552.32 550.65 549.42 548.62 548.26 548.33 548.84 549.79 550.95 552.12 553.28 554.44 555.61 556.77 557.92 558.91 559.71 560.33 560.76 561.01 561.07 560.95 560.65 560.17 559.67 559.17 558.67 558.17 557.67 557.17 556.67 556.35 556.46 556.93 557.44 557.94 558.45 558.95 559.46 559.97 560.47 560.98 561.48 561.99 562.78 563.99 565.63 567.59 569.55 571.52 573.48 575.43 577.22 578.83 580.26 581.50 582.56 583.44 584.14 584.65 585.00 585.16 585.15 584.94 584.56 583.99 583.30 597.09 589.46 581.85 578.31 580.61 581.01 581.26 582.12 582.56 579.20 556.42 528.88 543.99 544.52 544.84 544.11 544.19 545.17 545.20 545.29 545.58 544.96 546.65 548.89 551.63 554.96 557.69 559.93 561.38 561.34 562.78 563.90 564.07 563.92 564.51 565.50 565.63 565.17 564.35 563.81 563.61 563.54 563.06 562.64 562.16 561.62 561.08 560.66 560.32 560.24 560.62 560.93 561.45 561.93 562.53 563.05 563.42 563.82 564.35 564.91 565.76 567.12 568.98 570.92 573.06 575.03 576.89 578.60 579.84 580.93 581.55 581.58 581.53 581.19 581.00 581.10 581.13 581.23 580.91 580.35 579.49 589.94 587.55 585.16 582.76 580.37 577.98 575.58 573.19 570.80 568.40 566.01 563.62 561.22 558.83 556.44 554.04 551.65 549.48 547.77 546.50 545.70 545.34 545.43 545.98 546.98 548.43 579.62 580.93 582.05 582.99 583.75 584.32 584.71 584.91 584.92 584.76 584.40 583.87 583.15 582.24 550.28 552.18 553.91 555.39 556.63 557.63 558.38 558.90 559.17 559.21 559.00 558.55 558.04 557.53 557.02 556.50 555.99 555.48 554.97 554.46 553.94 553.55 553.59 554.06 554.97 556.31 557.76 559.22 560.68 562.14 563.59 565.05 566.51 567.97 569.42 570.88 572.34 573.80 575.25 576.71 578.17 (-)2.3933 % (+)1.9054 % (+)1.4574 % (-)1.4230 % VPC 3266+00.00 EL. = 551.65’ VPT 3275+50.00 EL. = 549.33’ VPC 3316+70.00 EL. = 579.19’ (+)1.9054 % (-)0.5120 % (-)0.5120 % (+)1.4574 % VPC 3276+75.00 EL. = 551.71’ VPT 3286+75.00 EL. = 558.68’ VPC 3296+25.00 EL. = 553.82’ VPT 3300+75.00 EL. = 555.94’ STA = 3324+50.00 EL = 590.56’ ex = -5.62’ K = 542 L = 1,560.00’ STA = 3298+50.00 EL = 552.66’ ex = 1.11’ K = 229 L = 450.00’ STA = 3281+75.00 EL = 561.24’ ex = -3.02’ K = 414 L = 1,000.00’ STA = 3270+75.00 EL = 540.28’ ex = 5.10’ K = 221 L = 950.00’ CANTILEVER BENT CANTILEVER BENT CANTILEVER BENT 4 - 9’ x 9’ MBC BRIDGE CLASS FL = 528.18’ 2 - 9’ x 6’ MBC BRIDGE CLASS FL = 540.46’ HW 50 YR 539.98 HW 50 YR 550.16 4 - 9’ x 9’ MBC BRIDGE CLASS FL = 525.84’ 2 - 9’ x 6’ MBC BRIDGE CLASS FL = 538.39’ HW 50 YR 539.98 HW 50 YR 550.16 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-IO CDP-IO CDP-IO CDP-IO 3 2 2 2 3 3 2 1 1 1 2 2 2 2 2 1 1 1 3 3 3 2 3 3 3 1 3 2 3 4 3 1 2 5 3 3 3 3 1 3 2 2 2 5 4 4 1 1 2 1 2 2 1 3 3 5 5 2 1 2 2 2 4 4 3 3 1 1 1 1 2 2 2 2 2 2 4 3 3 3 4 4 3 2 3 5 1 1 3 2 3 2 5 1 5 3 4 2 1 4 3 3 1 1 3 4 4 2 3 4 3 4 3 2 III III III III III 4250+00 4255+00 4260+00 4265+00 4270+00 4275+00 4280+00 4285+00 4290+00 4295+00 4300+00 4305+00 4310+00 4315+00 4320+00 4325+00 4330+00 2250+00 2255+00 2260+00 2265+00 2270+00 2275+00 2280+00 2285+00 2290+00 2295+00 2300+00 2305+00 2310+00 2315+00 2320+00 2325+00 2330+00 15+00 20+00 25+00 110+00 1250+00 1255+00 1260+00 1265+00 1270+00 1275+00 1280+00 1285+00 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 3250+00 3255+00 3260+00 3265+00 3270+00 3275+00 3280+00 3285+00 3290+00 3295+00 3300+00 3305+00 3310+00 3315+00 3320+00 3325+00 3330+00 5250+00 5255+00 5260+00 5265+00 5270+00 5275+00 5280+00 5285+00 5290+00 5295+00 5300+00 5305+00 5310+00 5315+00 5320+00 5325+00 5330+00 100+00 105+00 110+00 6250+00 6255+00 6265+00 6260+00 6275+00 6280+00 6285+00 6290+00 6295+00 6300+00 6305+00 6310+00 6320+00 6325+00 6315+00 6330+00 6270+00 6265+00 6270+00 FORUM PARKWAY DOC MCGINNIS DR DANA KAY DR WILSHIRE DR RELIANCE PKWY WESTPARK WAY PLAZA DR CINDY LN GARDEN PLAZA STONECOURT DR HOSPITAL PKWY NITA LN 250+00 255+00 260+00 265+00 270+00 7250+00 7255+00 7260+00 310+00 315+00 7265+00 7270+00 7275+00 7280+00 7285+00 7290+00 7295+00 7300+00 7305+00 7310+00 7315+00 7320+00 7325+00 250+00 255+00 260+00 265+00 270+00 275+00 250+00 255+00 260+00 265+00 255+00 260+00 265+00 270+00 280+00 285+00 290+00 305+00 310+00 315+00 250+00 255+00 260+00 265+00 280+00 285+00 290+00 8305+00 8310+00 8325+00 8290+00 8295+00 8300+00 8315+00 8320+00 8250+00 8265+00 8255+00 8260+00 1’ 21’ 1’ 1’ 26’ 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 10’ SH 12’ LN 10’ SH 10’ SH 36’ MANAGED LANES 2.50% PGL 12’ LN 12’ LN 12’ LN 4’ SH 2.50% 14’ LN PGL 8’ SH 36’ G.P. LANES 2.50% 12’ LN 12’ LN 12’ LN AUX 12’ LN PGL 10’ SH 10’ SH 12’ LN CTB CTB AUX 2% 1’ 2.00% 2’ 12’ LN 12’ LN 12’ LN PGL 3:1 MAX 1.5% 10’ 6’ VARIES 2’ 12’ LN 10’ 2.00% 1.5% 3:1 MAX PGL 12’ LN 1’ 6’ 2% 8’ 8’ 68’-93’ PROP. R.O.W. PROP. R.O.W. CURB CURB CURB CURB 39’ 4:1 MAX 4:1 MAX C/0 C/0 C/0 C/0 VARIES 204’ TO 243’ R.O.W. VARIES 315’ TO 364’ R.O.W. 1’ 21’ 1’ 1’ 26’ 16’ 36’ MANAGED LANES 10’ SH 10’ SH 36’ G.P. LANES 10’ SH 10’ SH 10’ SH 36’ MANAGED LANES 1’ 1’ 2.50% 2.50% PGL PGL PGL CTB 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 2.50% 2’ 12’ LN 12’ LN 10’ 3:1 MAX 2.00% 1.5% 2% PGL RETAINING WALL 1’ 12’ LN 10’ SH VARIES 238’ TO 255’ R.O.W. VARIES 356’ TO 363’ R.O.W. 7’ 8’ SH 4’ SH 2.50% PGL 8’ SH 14’ LN 4’ SH 12’ LN 8’ SH 12’ LN PGL 2.50% 4’ SH 4’ SH 2.50% 14’ LN 8’ SH 1’ 1’ PGL 6:1 MAX RETAINING WALL 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 2’ 2’ 4’ SH 6:1 MAX 12’ LN 8’ SH 12’ LN PGL 2.50% 8’ SH 1’ 1’ 1’ 2.00% 2’ 1.5% 3:1 MAX PGL 12’ LN 10’ PROPOSED TYPICAL SECTION STA. 4250+00 TO STA. 4271+00 12’ LN 12’ LN PGL 2.50% 2’ 12’ 10’ SH 0’TO 30’ VARIES CURB CURB CURB CURB 9’TO 23’ VARIES 2% 6’ CTB CTB CTB 27’ C/0 C/0 C/0 C/0 EXIST. R.O.W. PROP./EXIST. R.O.W. L SH 183 C L SH 183 C STA. 4250+00 TO STA. 4330+00 184’ TO 223’ VARIES 12’ LN 12’ TO 0’ LN VARIES 12’ TO 0’ LN VARIES 21’ TO 0’ GORE 17’ TO 22’ VARIES 295’ TO 344’ VARIES 43’TO 93’ VARIES 22’ TO 77’ VARIES 1’ 1’ 36’ TO 0’ VARIES 8’ TO 87’ VARIES 2’ TO 22’ VARIES 0’ TO 17’ GORE 0’ TO 14’ VARIES 12’ LN 12’ LN 0’ TO 12’ VARIES 0’ TO 12’ VARIES 0’TO 17’ GORE 336’ TO 343’ VARIES CTB CTB CTB 214’ TO 231’ VARIES 16’ TO 226’ VARIES 64’ TO 283’ VARIES 76’ TO 367’ VARIES 20’-38’ VARIES 64’-214’ VARIES 20’-69’ VARIES 0’-110’ VARIES 0’-248’ VARIES 20’ 20’ 473 474 475 476 477 172 173 174 175 176 186 187 188 189 190 191 192 193 194 478 479 480 481 482 483 484 485 486 487 488 489 490 491 195 196 197 198 199 200 201 202 203 204 205 207 206 492 493 494 495 496 497 498 177 185 (-)2.3933 % (+)1.9054 % (+)1.4574 % (-)1.4230 % VPC 3266+00.00 EL. = 551.65’ VPT 3275+50.00 EL. = 549.33’ VPC 3316+70.00 EL. = 579.19’ (+)1.9054 % (-)0.5120 % (-)0.5120 % (+)1.4574 % VPC 3276+75.00 EL. = 551.71’ VPT 3286+75.00 EL. = 558.68’ VPC 3296+25.00 EL. = 553.82’ VPT 3300+75.00 EL. = 555.94’ STA = 3324+50.00 EL = 590.56’ ex = -5.62’ K = 542 L = 1,560.00’ STA = 3298+50.00 EL = 552.66’ ex = 1.11’ K = 229 L = 450.00’ STA = 3281+75.00 EL = 561.24’ ex = -3.02’ K = 414 L = 1,000.00’ STA = 3270+75.00 EL = 540.28’ ex = 5.10’ K = 221 L = 950.00’ Owner R.O.W. Parcel # 172 Bedford Park Pl Meadow Investm 173 Cmf 15 Portfolio Llc 174 California Bedford Investors 175 Bedford Hotels Llc 176 4160 Chain Bridge Road Llc 177 Mharas Corp 185 Stanmore Realty Lp 186 Farmer, Stephen J Md 187 Bedford Hospitality Inv Llc 188 Prewitt Leasing Inc 189 Aberfeldy 1 Limited Prtnshp 190 Aberfeldy 1 Limited Prtnshp 191 Yim Chow Revocable Trust Etal 192 Chesapeake Land Dev Co Llc 193 1800 Plaza Drive Llc 194 Ppmc Realty Ltd 195 Ppmc Realty Ltd 196 Car With Lp 197 Zim, Aldwin H 198 3801 Airport Freeway Llc 199 Ess Prisa Tx Lp 200 Dcabc Property Management Llc 201 Stonecourt Homeowners Assn Inc 202 Trader Properties Llc 203 Dickerson Holdings Ltd Tx 204 Ari-Dfw East & West Lp 205 Western American Natl Bnk 206 First Baptist Church Euless 207 Woodland Partners Ltd 473 Hurst Euless Bedford Hospital 474 Brouray, Llc 475 Ihop Real Estate Llc 476 Mr Wb #1 Ltd 477 Tyl Energy Ltd Etal 478 Gabbert Holdings Llc 479 Gabbert Holdings Llc 480 Chk Louisiana Llc 481 Chan, Tee Tong Etux Yi Lin 482 2051 W Airport Fwy Euless Ltd 483 Woodforest National Bank 484 Al & Rose Sankary Foundation 485 Al’s Formal Wear/Ft Worth Inc 486 M Runnels Investments Ltd 487 Istar Bowling Centers II Lp 488 Tprf Ii/Bandera Ranch Lp 489 Rhodes Properties Ltd 490 Service King Paint & Body Llc 491 Baillargeon Realty Llc 492 Enclave At Wilshire Park Ltd 493 Grubbs, George R Jr 494 Airport Freeway Plaza Ltd 495 Ron Investments Ltd 496 Overcash Goodman Gandy Ltd 497 Overcash Goodman Gandy Ltd 498 Euless Capital Lp WESTPARK WAY MURPHY DR. SH 121 NORTH 13200 18400 20800 26200 36600 41400 35800 50100 56500 10100 14100 15900 25700 36000 40600 37900 53000 59700 15000 21000 23700 61200 85600 96400 24700 34500 39000 19200 26800 30300 7000 9800 11100 52900 74000 83400 11400 16000 18100 5000 7000 7900 8200 11500 13000 3200 4500 5100 9900 13900 15700 4300 6100 6800 11300 15900 17900 58500 81800 92300 11800 16600 18700 17000 23200 26100 4400 6300 7100 7500 11200 12600 11900 16200 18200 14000 19600 22200 12300 17200 19400 2000 2700 3000 9600 13400 15100 1600 2200 2500 8000 11200 12600 9500 13300 15100 15600 22600 25500 37900 53000 59800 21700 30100 34000 5400 7600 8600 10800 15000 16900 10900 15300 17300 2500 3500 4000 1200 1700 1900 10800 14900 16800 1300 2000 2300 1100 1400 1600 12700 18500 20900 35200 49100 55400 5100 7000 7900 7400 10300 11600 20100 27700 31300 10200 13800 15600 10400 14400 16300 700 1100 1200 400 500 600 10700 15000 16900 62800 87900 99100 37800 52100 58700 1500 1900 2100 500 800 900 36800 51000 57500 2900 4200 4700 1300 2300 2600 9300 13000 14700 28600 40000 45100 7600 9900 11200 1300 1800 2000 400 600 700 400 500 600 600 800 900 600 900 1000 1400 1900 2100 1100 1600 1800 600 800 900 FORUM 12000 16700 18800 8700 12100 13900 5900 8300 9500 10500 14700 16600 6300 8700 9800 5100 7000 7900 2600 3500 3900 5500 8000 9100 900 1400 1600 400 600 700 400 500 800 PARK PLACE BLVD. PARK PLACE BLVD. HOSPITAL PKWY. RELIANCE PKWY. CINDY LN. STONE COURT DR. WILSHIRE DR. NITA LN. 13200 18400 20800 EXIST. PROP. EXIST. PROP. 570 580 590 600 560 550 540 530 520 570 580 590 560 550 540 600 560 550 540 530 520 570 580 590 600 570 580 590 600 560 550 540 MATCH LINE STA. 4250+00 MATCH LINE STA. 4330+00 3250+00 3255+00 3260+00 3265+00 3270+00 3275+00 3280+00 3285+00 3290+00 3295+00 3300+00 3305+00 3310+00 3315+00 3320+00 3325+00 3330+00 4330+00 4325+00 4320+00 4315+00 4310+00 4305+00 4300+00 4295+00 4290+00 4285+00 4280+00 4275+00 4250+00 4255+00 4260+00 4265+00 4270+00 MATCH LINE STA. 4250+00 MATCH LINE STA. 3250+00 MATCH LINE STA. 4330+00 MATCH LINE STA. 3330+00 TYPICAL SECTIONS 100 0 200 300 HORIZONTAL GRAPHIC SCALE (IN FEET) BEDFORD CREEK MATCH LINE STA. 110+00 TEXAS 183 TEXAS 121 WESTBOUND GENERAL PURPOSE PGL EASTBOUND GENERAL PURPOSE PGL EAST BRANCH BEDFORD CREEK ROLL 4 OF 10 PROPOSED TYPICAL SECTION WITH FRONTAGE ROADS,GENERAL PURPOSE LANES, ELEVATED MANAGED LANES, BRAIDED RAMPS, DIRECT CONNECTOR/RAMPS AND RETAINING WALLS PROPOSED TYPICAL SECTION WITH FRONTAGE ROADS, 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 4.1 DHV 2.7 PROPOSED MURPHY RD. WGPX STA. 4271+13.36 CLMURPH STA. 20+88.76 PROPOSED RAMP ER7232 EB MANAGED TO NB SH 121. WGPX STA. 4261+19.18 ER7232 STA. 7261+27.93 PROPOSED RAMP ER242 EB SH 183 to NB SH 121 WGPX STA. 4262+08.95 ER242 STA. 263+01.48 CANTILEVER BENT CANTILEVER BENT PROPOSED RAMP WB MANAGED WR8289 PROPOSED RAMP ER242 EB SH 183 to NB SH 121 EGPX STA. 3258+77.47 ER242 STA. 259+01.18 PROPOSED MURPHY RD. EGPX STA. 3271+24.55 CLMURPH STA. 22+24.76 PROPOSED RAMP ER7265 EB MANAGED EXIT EGPX STA. 3292+01.41 ER7265 STA. 7292+13.29 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 PROP WESTBOUND PGL PROP EASTBOUND PGL PROP WESTBOUND PGL PROP EASTBOUND PGL PROP EASTBOUND PGL EXIST EASTBOUND GROUND LINE @ PGL PROP WESTBOUND PGL 100 0 200 300 HORIZONTAL GRAPHIC SCALE (IN FEET) 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 HOV Declaration / Enforcement Zone
Transcript of DIRECTIONAL DISTIBUTION 51-49% TRAFFIC VOLUME DIAGRAM€¦ · ln ln ln 12’ ln ln ln 2.50% sh ln...
C
2009c
8/14/2009
l:\110071\140-00691-006\prod\prod (Schematic)\Exhibits\PUB_SCHEMATIC_04.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
CANTILEVER BENT
CANTILEVER BENT
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GL GLGL
GL
GL
GL
LP
MARKER
FIBER OPTIC
CABLE VAULT
OBSCURED BY
DISPLACEMENT
(-)2.9786 %(+)1.1640 %
VP
C 4
26
1+
50
.00
EL
.= 5
58
.41
’
STA = 4266+25.00
EL = 544.26’
L = 950.00’
K = 229
ex = 4.92’
(+)1.1640 % (-)0.5000 %
STA = 4295+25.00
EL = 556.05’
(-)0.5000 % (+)0.5052 %
L = 230.00’
K = 229
ex = 0.29’
STA = 4308+55.00
EL = 562.77’
(+)0.5052 %(+)1.9659 %
L = 340.00’
K = 233
ex = 0.62’
STA = 4318+55.00
EL = 582.43’
(+)1.9659 %(+)0.5027 %
L = 800.00’
K = 547
ex = -1.46’
STA = 4325+90.00
EL = 586.12’
(+)0.5027 % (-)0.6880 %
L = 650.00’
K = 546
ex = -0.97’
VP
C 4
277+
55.0
0 E
L. =
557.4
1’
VP
T 4
286+
55.0
0 E
L. =
560.4
0’
VP
C 4
294+
10.0
0 E
L. =
556.6
2’
VP
T 4
296+
40.0
0 E
L. =
556.6
3’
VP
C 4
306+
85.0
0 E
L. =
561.9
1’
VP
T 4
310+
25.0
0 E
L. =
566.1
1’
VP
C 4
314+
55.0
0 E
L. =
574.5
6’
VP
T 4
322+
55.0
0 E
L. =
584.4
4’
VP
C 4
322+
65.0
0 E
L. =
584.4
9’
VP
T 4
329+
15.0
0 E
L. =
583.8
9’
VP
T 4
271+
00.0
0 E
L. =
549.7
9’
STA = 4282+05.00
EL = 562.65’
ex = -1.87’
K = 541
L = 900.00’
(-)2.9786 %(+)1.1640 %
VP
C 4
26
1+
50
.00
EL
.= 5
58
.41
’
STA = 4266+25.00
EL = 544.26’
L = 950.00’
K = 229
ex = 4.92’
(+)1.1640 % (-)0.5000 %
STA = 4295+25.00
EL = 556.05’
(-)0.5000 % (+)0.5052 %
L = 230.00’
K = 229
ex = 0.29’
STA = 4308+55.00
EL = 562.77’
(+)0.5052 %(+)1.9659 %
L = 340.00’
K = 233
ex = 0.62’
STA = 4318+55.00
EL = 582.43’
(+)1.9659 %(+)0.5027 %
L = 800.00’
K = 547
ex = -1.46’
STA = 4325+90.00
EL = 586.12’
(+)0.5027 % (-)0.6880 %
L = 650.00’
K = 546
ex = -0.97’
VP
C 4
277+
55.0
0 E
L. =
557.4
1’
VP
T 4
286+
55.0
0 E
L. =
560.4
0’
VP
C 4
294+
10.0
0 E
L. =
556.6
2’
VP
T 4
296+
40.0
0 E
L. =
556.6
3’
VP
C 4
306+
85.0
0 E
L. =
561.9
1’
VP
T 4
310+
25.0
0 E
L. =
566.1
1’
VP
C 4
314+
55.0
0 E
L. =
574.5
6’
VP
T 4
322+
55.0
0 E
L. =
584.4
4’
VP
C 4
322+
65.0
0 E
L. =
584.4
9’
VP
T 4
329+
15.0
0 E
L. =
583.8
9’
VP
T 4
271+
00.0
0 E
L. =
549.7
9’
STA = 4282+05.00
EL = 562.65’
ex = -1.87’
K = 541
L = 900.00’
581.6
2
57
9.4
4
577.3
8
574.5
8
57
1.5
4
56
8.8
4
56
5.9
4
563.2
9
560.9
9
558.9
2
555.8
8
553.2
3
550.2
6
54
7.3
7
54
5.6
7
544.2
8
543.8
8
544.2
5
544.5
5
544.8
2
54
5.4
7
546.5
8
547.9
6
54
9.9
7
55
2.4
7
555.3
3
55
8.0
4
56
0.5
1
56
2.5
1
56
3.9
4
56
5.3
1
56
6.2
0
566.5
8
56
6.7
0
56
6.5
0
566.3
2
56
6.0
4
56
5.3
4
564.9
9
56
4.3
4
563.6
3
56
3.0
7
562.4
2
56
1.9
4
56
1.2
0
56
0.6
4
560.2
3
559.7
2
559.3
3
559.1
6
559.4
2
55
9.8
1
560.1
8
560.8
6
56
1.4
1
561.8
9
562.1
5
562.4
8
562.8
8
56
3.3
7
56
4.4
1
565.7
6
568.1
2
570.5
3
572.5
8
57
4.7
1
576.5
2
578.1
9
579.3
6
580.2
3
580.7
6
580.9
5
58
0.9
7
580.5
8
580.1
3
579.6
2
57
9.2
4
579.2
8
57
8.5
1
578.4
6
57
7.1
4
592.6
6
58
6.7
0
583.7
3
580.7
5
57
7.7
7
55
9.9
0
589.6
8
574.7
9
57
1.8
1
568.8
3
565.8
5
56
2.8
7
55
6.9
7
554.4
3
552.3
2
550.6
5
549.4
2
548.6
2
548.2
6
548.3
3
54
8.8
4
549.7
9
550.9
5
552.1
2
553.2
8
55
4.4
4
55
5.6
1
55
6.7
7
557.9
2
55
8.9
1
55
9.7
1
560.3
3
560.7
6
56
1.0
1
56
1.0
7
560.9
5
560.6
5
56
0.1
7
55
9.6
7
55
9.1
7
55
8.6
7
55
8.1
7
55
7.6
7
55
7.1
7
55
6.6
7
556.3
5
556.4
6
556.9
3
55
7.4
4
55
7.9
4
558.4
5
558.9
5
559.4
6
55
9.9
7
56
0.4
7
560.9
8
561.4
8
561.9
9
562.7
8
563.9
9
565.6
3
567.5
9
569.5
5
571.5
2
573.4
8
575.4
3
577.2
2
578.8
3
580.2
6
58
1.5
0
582.5
6
58
3.4
4
58
4.1
4
584.6
5
58
5.0
0
585.1
6
585.1
5
58
4.9
4
584.5
6
583.9
9
58
3.3
0
597.0
9
589.4
6
581.8
5
57
8.3
1
58
0.6
1
58
1.0
1
581.2
6
582.1
2
582.5
6
57
9.2
0
556.4
2
528.8
8
543.9
9
544.5
2
54
4.8
4
54
4.1
1
544.1
9
54
5.1
7
54
5.2
0
545.2
9
545.5
8
544.9
6
546.6
5
548.8
9
551.6
3
554.9
6
557.6
9
559.9
3
561.3
8
56
1.3
4
562.7
8
56
3.9
0
56
4.0
7
563.9
2
56
4.5
1
56
5.5
0
565.6
3
56
5.1
7
564.3
5
56
3.8
1
56
3.6
1
56
3.5
4
563.0
6
56
2.6
4
562.1
6
561.6
2
561.0
8
560.6
6
560.3
2
56
0.2
4
560.6
2
560.9
3
561.4
5
561.9
3
562.5
3
563.0
5
563.4
2
563.8
2
564.3
5
56
4.9
1
565.7
6
567.1
2
568.9
8
570.9
2
573.0
6
575.0
3
576.8
9
57
8.6
0
57
9.8
4
580.9
3
581.5
5
581.5
8
581.5
3
581.1
9
58
1.0
0
58
1.1
0
581.1
3
581.2
3
58
0.9
1
580.3
5
579.4
9
58
9.9
4
587.5
5
585.1
6
582.7
6
58
0.3
7
577.9
8
575.5
8
573.1
9
57
0.8
0
56
8.4
0
56
6.0
1
563.6
2
561.2
2
558.8
3
55
6.4
4
55
4.0
4
551.6
5
549.4
8
54
7.7
7
54
6.5
0
54
5.7
0
54
5.3
4
545.4
3
545.9
8
546.9
8
548.4
3
579.6
2
580.9
3
582.0
5
582.9
9
583.7
5
584.3
2
58
4.7
1
58
4.9
1
584.9
2
584.7
6
58
4.4
0
58
3.8
7
583.1
5
58
2.2
4
550.2
8
552.1
8
55
3.9
1
555.3
9
556.6
3
557.6
3
558.3
8
55
8.9
0
55
9.1
7
55
9.2
1
55
9.0
0
558.5
5
55
8.0
4
557.5
3
557.0
2
55
6.5
0
555.9
9
555.4
8
55
4.9
7
554.4
6
55
3.9
4
553.5
5
553.5
9
554.0
6
55
4.9
7
55
6.3
1
557.7
6
559.2
2
560.6
8
56
2.1
4
563.5
9
565.0
5
56
6.5
1
56
7.9
7
569.4
2
570.8
8
57
2.3
4
57
3.8
0
575.2
5
57
6.7
1
57
8.1
7
(-)2.3933 %(+)1.9054 %
(+)1.4574 % (-)1.4230 %
VP
C 3
266+
00.0
0 E
L. =
551.6
5’
VP
T 3
275+
50.0
0 E
L. =
549.3
3’
VP
C 3
316+
70.0
0 E
L. =
579.1
9’
(+)1.9054 %(-)0.5120 %
(-)0.5120 % (+)1.4574 %
VP
C 3
276+
75.0
0 E
L. =
551.7
1’
VP
T 3
286+
75.0
0 E
L. =
558.6
8’
VP
C 3
296+
25.0
0 E
L. =
553.8
2’
VP
T 3
300+
75.0
0 E
L. =
555.9
4’
STA = 3324+50.00
EL = 590.56’
ex = -5.62’
K = 542
L = 1,560.00’
STA = 3298+50.00
EL = 552.66’
ex = 1.11’
K = 229
L = 450.00’
STA = 3281+75.00
EL = 561.24’
ex = -3.02’
K = 414
L = 1,000.00’
STA = 3270+75.00
EL = 540.28’
ex = 5.10’
K = 221
L = 950.00’
CANTILEVER BENT
CANTILEVER BENT
CANTILEVER
BENT
4 - 9’ x 9’ MBC
BRIDGE CLASS
FL = 528.18’
2 - 9’ x 6’ MBC
BRIDGE CLASS
FL = 540.46’
HW 50 YR
539.98
HW 50 YR
550.16
4 - 9’ x 9’ MBC
BRIDGE CLASS
FL = 525.84’
2 - 9’ x 6’ MBC
BRIDGE CLASS
FL = 538.39’
HW 50 YR
539.98
HW 50 YR
550.16
CDP
CDP
CD
P
CDP CDP
CDP
CDP
CDP CDP CDP
CDP CDP CDP CDP CDP CDP CDPCDP CDP CDP
CDP CDP
CDP
CD
P
CDP
CDP
CDP
CDPCDP CDP CDP CDP
CDP CDP CDP CDP
CDP CDPCDP CDPC
DP
CD
PC
DP
CDP-IO
CDP-IO
CDP-IO
CDP-IO
3
2
2
2
3
3
2
1
1
1
2
2
2
2
2
1
1
1
3
3
3
2
3
3
3
1
3
2
3
4
3
1
2
5
3
3
3
3
1
3
2
22
5
4
4
1
1
2
1
2
2
1
3
3
5
5
21
2
2
2
4
4
3
3
1
1
1
1
2
2
2
2
2
2
4
3
3
3
4
4
3
2
3
5
1
1
3
2
3
2
5
1
5
3
4
2
1
4
3
3
1
1
3
4
4
2
3
4
3
4
3
2
IIIIIIIIIIIIIII
4250+00
4255+00
4260+00
4265+00 4270+00 4275+00 4280+00 4285+00 4290+00 4295+00 4300+00 4305+00 4310+00 4315+00 4320+00 4325+00 4330+00
2250+00
2255+00
2260+00
2265+00 2270+00 2275+00 2280+00 2285+00 2290+00 2295+00 2300+00 2305+00 2310+00 2315+00 2320+00 2325+00 2330+00
15+00
20+
00
25+
00
110+00
1250+00
1255+00
1260+00
1265+00 1270+00 1275+00 1280+00 1285+00 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00
3250+00
3255+00
3260+00
3265+00
3270+00 3275+00 3280+00 3285+003290+00
3295+003300+00 3305+00 3310+00 3315+00 3320+00 3325+00 3330+00
5250+00
5255+00
5260+00
5265+00 5270+00
5275+00
5280+00 5285+005290+00
5295+005300+00 5305+00 5310+00
5315+00
5320+00 5325+00 5330+00
100+00
105+00
110+00
6250+00
6255+00
6265+00
6260+00
6275+00
6280+00 6285+00 6290+006295+00
6300+006305+00 6310+00
6320+00 6325+006315+00 6330+00
6270+00
6265+00
6270+00
FO
RU
M P
AR
KW
AY
DO
C M
CG
INN
IS D
R
DA
NA
KA
Y D
R
WIL
SH
IRE
DR
RE
LIA
NC
E P
KW
Y
WE
ST
PA
RK
WA
Y
PL
AZ
A D
R
CIN
DY
LN
GA
RD
EN
PL
AZ
A
ST
ON
EC
OU
RT
DR
HO
SP
ITA
LP
KW
Y
NIT
A L
N
250+00
255+00
260+00
265+00
270+00
7250+00
7255+00
7260+00
310+00 315+00
7265+007270+00
7275+00 7280+00 7285+007290+00
7295+00
7300+00 7305+00 7310+00
7315+007320+00
7325+00
250+00
255+00
260+00
265+00 270+00
275+00
250+00
255+00
260+00
265+00
255+00
260+00
265+00
270+00
280+00 285+00
290+00 305+00
310+00315+00
250+00
255+00
260+00
265+00
280+00285+00
290+00
8305+008310+00 8325+00
8290+00
8295+00
8300+00
8315+00 8320+00
8250+00
8265+00
8255+00
8260+00
1’
21’
1’
1’
26’
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
10’
SH
12’
LN
10’
SH
10’
SH
36’
MANAGED LANES
2.50%PGL
12’
LN
12’
LN
12’
LN
4’
SH
2.50%
14’
LN
PGL
8’
SH
36’
G.P. LANES
2.50%
12’
LN
12’
LN
12’
LN
AUX
12’
LN
PGL
10’
SH
10’
SH
12’
LN
CTB CTB
AUX
2%
1’
2.00%
2’
12’
LN
12’
LN
12’
LN
PGL
3:1 MAX
1.5%
10’
6’
VARIES
2’
12’
LN
10’
2.00%
1.5%3:1
MAX
PGL
12’
LN 1’
6’
2% 8’
8’
68’-93’PR
OP
. R
.O.W
.
PR
OP
. R
.O.W
.
CURBCURB
CURB CURB
39’
4:1
MAX
4:1 MAX
C/0
C/0
C/0C/0
VARIES 204’ TO 243’
R.O.W.
VARIES 315’ TO 364’
R.O.W.
1’
21’
1’
1’
26’
16’
36’
MANAGED LANES
10’
SH
10’
SH
36’
G.P. LANES
10’
SH
10’
SH
10’
SH
36’
MANAGED LANES
1’
1’
2.50%
2.50%
PGL
PGL PGL
CTB
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
2.50%
2’
12’
LN
12’
LN
10’
3:1 MAX
2.00%1.5% 2%PGL
RETAINING WALL
1’
12’
LN10’
SH
VARIES 238’ TO 255’
R.O.W.
VARIES 356’ TO 363’
R.O.W.
7’
8’
SH
4’
SH
2.50%
PGL
8’
SH
14’
LN
4’
SH
12’
LN
8’
SH
12’
LN
PGL2.50%
4’
SH
4’
SH
2.50%
14’
LN
8’
SH
1’
1’
PGL
6:1 MAX
RETAINING WALL
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
2’2’
4’
SH
6:1 MAX
12’
LN
8’
SH
12’
LN
PGL
2.50%
8’
SH1’
1’
1’
2.00%
2’
1.5%3:1
MAX
PGL
12’
LN
10’
PROPOSED TYPICAL SECTION
STA. 4250+00 TO STA. 4271+00
12’
LN
12’
LN
PGL2.50%
2’
12’
10’
SH
0’TO 30’
VARIES
CURB
CURB
CURB
CURB
9’TO 23’
VARIES
2%
6’
CTB
CTBCTB
27’
C/0C/0C/0
C/0
EX
IST
. R
.O.W
. PR
OP
./E
XIS
T.
R.O
.W.
L SH 183C
L SH 183C
STA. 4250+00 TO STA. 4330+00
184’ TO 223’
VARIES
12’
LN
12’ TO 0’
LN VARIES
12’ TO 0’
LN VARIES
21’ TO 0’
GORE
17’ TO 22’
VARIES
295’ TO 344’
VARIES
43’TO 93’
VARIES
22’ TO 77’
VARIES
1’
1’
36’ TO 0’
VARIES
8’ TO 87’
VARIES
2’ TO 22’
VARIES0’ TO 17’
GORE
0’ TO 14’
VARIES
12’
LN
12’
LN
0’ TO 12’
VARIES
0’ TO 12’
VARIES
0’TO 17’
GORE
336’ TO 343’
VARIES
CTBCTB
CTB
214’ TO 231’
VARIES
16’ TO 226’
VARIES
64’ TO 283’
VARIES
76’ TO 367’
VARIES
20’-38’
VARIES
64’-214’
VARIES
20’-69’
VARIES
0’-110’
VARIES
0’-248’
VARIES
20’
20’
473
474 475 476
477
172
173
174
175
176
186 187
188
189
190191 192 193 194
478
479 480
481
482483
484
485
486487
488
489490
491
195196
197
198 199 200
201
202 203 204 205
207
206
492 493494
495
496
497 498
177
185
(-)2.3933 %(+)1.9054 %
(+)1.4574 % (-)1.4230 %
VP
C 3
266+
00.0
0 E
L. =
551.6
5’
VP
T 3
275+
50.0
0 E
L. =
549.3
3’
VP
C 3
316+
70.0
0 E
L. =
579.1
9’
(+)1.9054 %(-)0.5120 %
(-)0.5120 % (+)1.4574 %
VP
C 3
276+
75.0
0 E
L. =
551.7
1’
VP
T 3
286+
75.0
0 E
L. =
558.6
8’
VP
C 3
296+
25.0
0 E
L. =
553.8
2’
VP
T 3
300+
75.0
0 E
L. =
555.9
4’
STA = 3324+50.00
EL = 590.56’
ex = -5.62’
K = 542
L = 1,560.00’
STA = 3298+50.00
EL = 552.66’
ex = 1.11’
K = 229
L = 450.00’
STA = 3281+75.00
EL = 561.24’
ex = -3.02’
K = 414
L = 1,000.00’
STA = 3270+75.00
EL = 540.28’
ex = 5.10’
K = 221
L = 950.00’
Owner
R.O.W.
Parcel #
172 Bedford Park Pl Meadow Investm
173 Cmf 15 Portfolio Llc
174 California Bedford Investors
175 Bedford Hotels Llc
176 4160 Chain Bridge Road Llc
177 Mharas Corp
185 Stanmore Realty Lp
186 Farmer, Stephen J Md
187 Bedford Hospitality Inv Llc
188 Prewitt Leasing Inc
189 Aberfeldy 1 Limited Prtnshp
190 Aberfeldy 1 Limited Prtnshp
191 Yim Chow Revocable Trust Etal
192 Chesapeake Land Dev Co Llc
193 1800 Plaza Drive Llc
194 Ppmc Realty Ltd
195 Ppmc Realty Ltd
196 Car With Lp
197 Zim, Aldwin H
198 3801 Airport Freeway Llc
199 Ess Prisa Tx Lp
200 Dcabc Property Management Llc
201 Stonecourt Homeowners Assn Inc
202 Trader Properties Llc
203 Dickerson Holdings Ltd Tx
204 Ari-Dfw East & West Lp
205 Western American Natl Bnk
206 First Baptist Church Euless
207 Woodland Partners Ltd
473 Hurst Euless Bedford Hospital
474 Brouray, Llc
475 Ihop Real Estate Llc
476 Mr Wb #1 Ltd
477 Tyl Energy Ltd Etal
478 Gabbert Holdings Llc
479 Gabbert Holdings Llc
480 Chk Louisiana Llc
481 Chan, Tee Tong Etux Yi Lin
482 2051 W Airport Fwy Euless Ltd
483 Woodforest National Bank
484 Al & Rose Sankary Foundation
485 Al’s Formal Wear/Ft Worth Inc
486 M Runnels Investments Ltd
487 Istar Bowling Centers II Lp
488 Tprf Ii/Bandera Ranch Lp
489 Rhodes Properties Ltd
490 Service King Paint & Body Llc
491 Baillargeon Realty Llc
492 Enclave At Wilshire Park Ltd
493 Grubbs, George R Jr
494 Airport Freeway Plaza Ltd
495 Ron Investments Ltd
496 Overcash Goodman Gandy Ltd
497 Overcash Goodman Gandy Ltd
498 Euless Capital Lp
WESTPARK WAY
MURPHY DR.
SH
121
NO
RTH
13200
18400
20800
26200
36600
41400
35800
50100
56500
10100
14100
15900
25700
36000
40600
37900
53000
59700
15000
21000
23700
61200
85600
96400
24700
34500
39000
19200
26800
30300
7000
9800
11100
52900
74000
83400
11400
16000
18100
5000
7000
7900
8200
11500
13000 3200
4500
5100
9900
13900
15700
4300
6100
6800
11300
15900
17900
58500
81800
92300
11800
16600
18700
17000
23200
26100
4400
6300
7100
7500
11200
12600
11900
16200
18200
14000
19600
22200
12300
17200
19400
2000
2700
3000
96001340015100
1600
2200
2500
80001120012600
9500
13300
15100
15600
22600
25500
37900
53000
59800
21700
30100
34000
5400
7600
8600
10800
15000
16900
10900
15300
17300
2500
3500
4000
1200
1700
1900
10800
14900
16800
1300
2000
2300
1100
1400
1600
12700
18500
20900
35200
49100
55400
5100
7000
7900
7400
10300
11600
20100
27700
31300
10200
13800
15600
10400
14400
16300
700
1100
1200
400
500
600
10700
15000
16900
62800
87900
99100
37800
52100
587001500
1900
2100
500
800
900
36800
51000
575002900
4200
4700
1300
2300
2600
9300
13000
14700
28600
40000
45100
7600
9900
11200
1300
1800
2000
400
600
700
400
500
600
600
800
900
600
900
1000
1400
1900
2100
1100
1600
1800
600
800
900
FO
RU
M
120001670018800
8700
12100
13900
5900
8300
9500
10500
14700
16600
6300
8700
9800
5100
7000
7900
2600
3500
3900
5500
8000
9100
900
1400
1600
400
600
700
400
500
800
PA
RK
PL
AC
E
BL
VD
.
PA
RK
PL
AC
E
BL
VD
.
HO
SP
ITA
L
PK
WY
.
RE
LIA
NC
E
PK
WY
.
CIN
DY
LN
.
ST
ON
E C
OU
RT
DR
.
WIL
SH
IRE
DR
.
NIT
A
LN
.
13200
18400
20800
EX
IS
T.
PR
OP
.
EX
IS
T.
PR
OP
.
570
580
590
600
560
550
540
530
520
570
580
590
560
550
540
600
560
550
540
530
520
570
580
590
600
570
580
590
600
560
550
540
MA
TC
H L
INE
ST
A. 4
250+
00
MA
TC
H L
INE
ST
A.
43
30
+0
0
3250+00 3255+00 3260+00 3265+00 3270+00 3275+00 3280+00 3285+00 3290+00 3295+00 3300+00 3305+00 3310+00 3315+00 3320+00 3325+00 3330+00
4330+004325+004320+004315+004310+004305+004300+004295+004290+004285+004280+004275+004250+00 4255+00 4260+00 4265+00 4270+00
MA
TC
H L
INE
ST
A.
42
50
+0
0M
AT
CH
LIN
E S
TA
. 3
25
0+
00
MA
TC
H L
INE
ST
A.
43
30
+0
0M
AT
CH
LIN
E S
TA
. 3
33
0+
00
TYPICAL SECTIONS
1000 200 300
HORIZONTAL GRAPHIC SCALE
(IN FEET)
BE
DF
OR
D C
RE
EK
MA
TC
H L
INE
STA
. 110+00
TEXAS
183
TEX
AS
121
WESTBOUND GENERAL PURPOSE PGL
EASTBOUND GENERAL PURPOSE PGL
EA
ST
BR
AN
CH
BE
DF
OR
D C
RE
EK
ROLL 4 OF 10
PROPOSED TYPICAL SECTION
WITH FRONTAGE ROADS,GENERAL PURPOSE LANES,
ELEVATED MANAGED LANES, BRAIDED RAMPS, DIRECT CONNECTOR/RAMPS
AND RETAINING WALLS
PROPOSED TYPICAL SECTION
WITH FRONTAGE ROADS, 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 4.1
DHV 2.7
PROPOSED
MURPHY RD.
WGPX STA. 4271+13.36
CLMURPH STA. 20+88.76
PROPOSED RAMP ER7232
EB MANAGED TO NB SH 121.
WGPX STA. 4261+19.18
ER7232 STA. 7261+27.93
PROPOSED RAMP ER242
EB SH 183 to NB SH 121
WGPX STA. 4262+08.95
ER242 STA. 263+01.48
CANTILEVER
BENT
CANTILEVER
BENT
PROPOSED RAMP
WB MANAGED WR8289
PROPOSED RAMP ER242
EB SH 183 to NB SH 121
EGPX STA. 3258+77.47
ER242 STA. 259+01.18
PROPOSED
MURPHY RD.
EGPX STA. 3271+24.55
CLMURPH STA. 22+24.76
PROPOSED RAMP ER7265
EB MANAGED EXIT
EGPX STA. 3292+01.41
ER7265 STA. 7292+13.29
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
PROP WESTBOUND PGL
PROP EASTBOUND PGL
PROP WESTBOUND PGL
PROP EASTBOUND PGL
PROP EASTBOUND PGL
EXIST EASTBOUND
GROUND LINE @ PGL
PROP WESTBOUND PGL
1000 200 300
HORIZONTAL GRAPHIC SCALE
(IN FEET)
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
HOV Declaration / Enforcement Zone
