TRAFFIC VOLUME DIAGRAM · 2017-06-02 · c c 2009 ***** 8/14/2009 l:\110071\140-00691-006\prod\prod...
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C 2009 c 8/14/2009 l:\110071\140-00691-006\prod\prod (Schematic)\Exhibits\PUB_SCHEMATIC_01.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 MESQUITE BRANCH LP SSMH SIGN MARKERS SL SV SV WATER AIR SV SV GAS PUMPS MW PP PP PP WV FH PP WV WV LP LP MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW LP SIGN LP WV SIGN INLET CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP CDP WREYHILL DR CAMPUS DR THOUSAND OAKS DR MUNICIPAL DR PLAINVIEW DR BROOKSIDE DR PRECINCT LINE RD PAMELA ST DORRIS ST WOODWAY DR OVERHILL CT PRECINCT LINE RD CIMARRON TRAIL KARLA DR HURSTVIEW DRIVE HURSTVIEW DR CIMARRON TRAIL WEDGEVIEW DR (-)0.7161 % (+)0.7500 % (+)0.7500 % (+)1.5000 % (-)3.0000 % (+)0.5000 % (+)0.5000 % (+)0.8500 % VPC 4092+75.00 EL. = 569.52’ VPT 4095+25.00 EL. = 571.21’ (+)1.5000 % (-)3.0000 % VPC 4059+00.00 EL. = 600.77’ VPT 4066+00.00 EL. = 595.52’ VPC 4027+00.00 EL. = 570.91’ VPT 4030+00.00 EL. = 570.96’ VPC 4047+00.00 EL. = 583.71’ VPT 4049+50.00 EL. = 586.52’ VPC 4074+00.00 EL. = 571.52’ VPT 4080+50.00 EL. = 563.40’ STA = 4028+50.00 EL = 569.84’ ex = 0.55’ K = 205 L = 300.00’ STA = 4048+25.00 EL = 584.65’ ex = 0.23’ K = 333 L = 250.00’ STA = 4062+50.00 EL = 606.02’ ex = -3.94’ K = 156 L = 700.00’ STA = 4077+25.00 EL = 561.77’ ex = 2.84’ K = 186 L = 650.00’ STA = 4094+00.00 EL = 570.15’ ex = 0.11’ K = 714 L = 250.00’ (-)1.6712 % (+)0.7500 % (+)0.7500 % (+)1.5000 % (-)3.0000 % (+)0.5000 % VPC 3025+00.00 EL. = 571.73’ (+)0.5000 % (+)0.8500 % VPC 3092+75.00 EL. = 569.53’ VPT 3095+25.00 EL. = 571.22’ (+)1.5000 % (-)3.0000 % VPC 3059+25.00 EL. = 600.03’ VPT 3066+25.00 EL. = 594.78’ VPT 3029+50.00 EL. = 569.65’ VPC 3047+25.00 EL. = 582.97’ VPT 3049+75.00 EL. = 585.78’ VPC 3074+00.00 EL. = 571.53’ VPT 3080+50.00 EL. = 563.40’ STA = 3027+25.00 EL = 567.97’ ex = 1.36’ K = 186 L = 450.00’ STA = 3048+50.00 EL = 583.90’ ex = 0.23’ K = 333 L = 250.00’ STA = 3062+75.00 EL = 605.28’ ex = -3.94’ K = 156 L = 700.00’ STA = 3077+25.00 EL = 561.78’ ex = 2.84’ K = 186 L = 650.00’ STA = 3094+00.00 EL = 570.15’ ex = 0.11’ K = 714 L = 250.00’ 571.95 575.59 580.91 586.86 589.82 589.93 587.10 593.53 594.66 585.91 568.47 568.03 576.46 588.78 588.13 573.54 572.53 571.95 572.25 572.46 574.07 574.91 575.59 575.85 576.62 577.82 579.24 580.91 582.56 584.07 585.42 586.33 586.86 587.84 588.45 588.29 588.81 589.82 590.46 590.96 591.10 590.73 589.93 589.00 587.70 586.99 586.75 587.10 587.96 588.96 590.69 592.45 593.53 594.32 594.81 574.42 574.32 594.66 594.05 592.56 590.64 588.42 585.91 583.07 580.03 576.39 573.05 568.47 565.93 565.26 564.87 565.75 568.03 568.14 569.09 572.42 574.42 576.46 578.09 579.39 580.55 584.07 588.78 583.59 584.44 585.31 586.93 588.13 588.73 573.78 573.06 572.34 571.63 570.91 570.44 570.46 570.96 571.71 572.46 573.21 573.96 574.71 575.46 576.21 576.96 577.71 578.46 579.21 579.96 580.71 581.46 582.21 582.96 583.71 584.61 585.81 587.27 588.77 590.27 591.77 593.27 594.77 583.53 580.53 577.53 574.53 571.53 568.79 566.60 564.95 563.83 563.26 563.22 563.65 564.15 564.65 565.15 565.65 566.15 566.65 567.15 567.65 568.15 568.65 569.15 569.65 570.26 571.00 571.85 596.27 597.77 599.27 600.77 601.95 602.49 602.38 601.63 600.24 598.20 595.53 592.53 589.53 586.53 580.97 578.97 577.17 575.62 574.50 573.04 573.07 585.37 596.21 591.93 592.15 584.46 585.28 578.95 576.76 568.45 566.24 568.05 570.10 574.02 575.07 573.65 573.04 573.11 573.28 573.38 572.39 573.07 577.84 579.75 581.48 583.33 585.37 587.46 589.65 591.77 593.96 596.21 598.63 599.93 598.36 594.99 591.93 590.70 595.26 595.92 593.79 592.15 588.07 586.69 586.11 585.91 584.46 582.83 582.55 583.73 584.36 585.28 585.22 583.89 572.97 573.13 578.95 581.98 580.70 579.73 578.48 576.76 575.14 573.06 571.17 569.66 568.45 567.83 566.85 566.05 565.95 566.24 566.73 567.13 567.47 567.75 568.05 568.47 568.78 569.01 569.45 570.10 570.83 571.76 572.54 573.25 574.02 574.83 575.07 573.40 571.73 570.32 569.46 569.13 569.35 570.03 570.78 571.53 572.28 573.03 573.78 574.53 575.28 576.03 576.78 577.53 578.28 579.03 579.78 580.53 581.28 582.03 582.78 583.61 584.74 586.15 587.65 589.15 590.65 592.15 593.65 595.15 583.53 580.53 577.53 574.53 571.53 568.80 566.61 564.95 563.84 563.26 563.22 563.65 564.15 564.65 565.15 565.65 566.15 566.65 567.15 567.65 568.15 568.65 569.15 569.66 570.26 571.01 571.85 596.65 598.15 599.65 600.97 601.67 601.72 601.13 599.90 598.03 595.51 592.53 589.53 586.53 569.63 584.03 581.90 580.48 578.99 577.16 6 - 7’ x 3’ MBC BRIDGE CLASS FL = 569.62’ 8 - 7’ x 7" MBC BRIDGE CLASS FL = 554.25’ HW 50 YR 574.14 HW 50 YR 562.26 6 - 7’ x 3’ MBC BRIDGE CLASS FL = 568.14’ 8 - 7’ x 7" MBC BRIDGE CLASS FL = 554.11’ HW 50 YR 574.14 HW 50 YR 562.26 3 3 3 3 4 3 4 4 3 3 3 2 2 2 3 3 1 1 2 1 1 2 2 1 1 2 1 1 3 3 3 3 1 1 2 2 2 1 1 3 3 4 3 1 3 1 3 3 4 3 1 5 1 3 4 3 6 3 4 3 3 5 3 1 2 1 4 3 1 3 4 2 2 2 1 4 3 3 2 4 2 1 2 1 2 2 2 1 1 2 5 3 3 5 2 4 1 1 1 3 2 III III SCHEMATIC BY OTHERS BY OTHERS SCHEMATIC BEDFORD EULESS RD MELBOURNE DR DESIREE DR WEYLAND DR D OAKS DR WEYLAND DR WEDGEVIEW DR MESA VERDE ST. WONDOL CT WEDGEVIEW DR 3025+00 3030+00 3035+00 3040+00 3045+00 4025+00 4030+00 4035+00 4040+00 4045+00 6025+00 6030+00 6035+00 6040+00 6045+00 5025+00 5030+00 5035+00 5040+00 5045+00 5+00 45+00 40+00 45+00 5+00 30+00 35+00 40+00 45+00 35+00 40+00 45+00 1025+00 1030+00 1035+00 1040+00 1045+00 2025+00 2030+00 2035+00 2040+00 2045+00 POT 5019+00.06 PC 5019+67.62 5020+00 PT 5023+41.82 POT 5023+73.57 PI STATION = 5021+54.93 DELTA = 6%%d 35’ 49.07" (LT) DEGREE OF CURVE = 1%%d 45’ 46.61" TANGENT = 187.31 LENGTH = 374.20 RADIUS = 3,250.00 PC STATION = 5019+67.62 PT STATION = 5023+41.82 6020+00 PT 6020+74.68 = 6018+27.77 = 22%%d 56’ 48.22" (LT) URVE = 4%%d 35’ 01.18" = 253.71 = 500.62 = 1,250.00 = 6015+74.06 = 6020+74.68 20+00 25+00 CDP CDP CDP CDP CDP CDP CDP IIIIII 5.90% PGL 5.90% PGL 6:1 MAX CTB PGL 36’ G.P. LANES 10’ SH 10’ SH 1’ 12’ LN 12’ LN 12’ LN 1’ 5.90% 5.90% 6:1 MAX 1’ 1’ PGL 36’ G.P. LANES 12’ LN 12’ LN 12’ LN 14’ LN PGL 4:1 MAX 4’ SH 8’ SH 12’ LN 12’ LN 2.50% PGL 6:1 MAX 4:1 MAX 10’ PROP R.O.W. 7’ MIN 10’ SH 10’ SH 29’ 1’ 1’ 1’ 36’ MANAGED LANES 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 10’ SH 36’ MANAGED LANES 12’ LN 1’ 10’ SH 16’ 16’ CTB 2.50% 8’ SH 14’ LN 14’ LN 4’ SH GORE AREA 16’ MAX PGL PGL 1’ 1’ 3’ 2’ CTB 12’ LN 12’ LN 10’ 3:1 MAX 2.00% 1.5% 2% PGL 3’ 1’ RETAINING WALL 4:1 MAX 1’ PROP R.O.W. MONO CURB (TYP) 2.00% 4’ SH 1’ 14’ LN 14’ LN 8’ SH PGL PGL 8’ SH 1’ VARIES 10’ SH 149’ VARIES 10’TO 127’ 16’TO 36’ VARIES 46’TO 78’ VARIES 451’TO 600’ VARIES 145’TO 165’ VARIES 266’TO 307’ VARIES 164’TO 226’ VARIES 183’TO 276’ VARIES 100’TO 140’ L C SH183 GORE VARIES 0’TO 20’ GORE VARIES 0’TO 16’ VARIES 10’TO 29’ 2’ 12’ LN LN 2.00% 1.5% 3:1 MAX PGL 1’ MONO CURB (TYP) 12’ LN LN LN LN VARIES 27’TO 75’FOC 2% VARIES 11’TO 93’ 6’ VARIES 0’TO 12’ VARIES 0’TO 12’ 271 272 273 275 274 276 279 277 278 280 281 282 283 286 291 4 2 3 5 7 6 9 11 292 293 294 295 296 297 298 303 302 301 304 305 306 309 308 12 13 14 15 1 288 287 285 284 290 289 299 300 306B 307 10 8 295 296 297 303 302 301 304 305 306 309 308 310 311 312 316 315 318 319 322 323 324 327 14 15 16 18 19 328 330 243 333 335 336 337 338 339 26 45 46 55 56 329 340 317 306B 313 314 320 321 325 331 334 326 62 48 49 50 51 52 53 54 57 58 59 60 61 38 30A 30 31 32 33 34 35 36 37 47 44 43 42 41 40 39 24 25 27 28 29 23 22 21 20 307 17 316A 1’ 10’ SH 2’ 36’ MANAGED LANES 10’ SH 22’ 2.50% 2.50% PGL PGL PGL PGL CTB CTB CTB LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 12’ LN 36’ MANAGED LANES 2’ CTB 12’ LN 12’ LN 10’ 3:1 MAX 2.00% 1.5% 2% PGL 7’ 2’ 2’ CTB 12’ LN 12’ LN 10’ 2.00% 1.5% 2% 7’ 3:1 MAX PGL 2.50% 1’ 2.50% RETAINING WALL RETAINING WALL 1’ 12’ LN 12’ LN 12’ LN 12’ LN 6:1 MAX 4:1 MAX 27’ 2-12’FOC 1’ 6:1 MAX 4:1 MAX 1’ PROP R.O.W. EXIST R.O.W. MONO CURB (TYP) MONO CURB (TYP) VARIES 443’TO 448’ VARIES 123’TO 127’ VARIES 266’TO 268’ VARIES 16’TO 24’ VARIES 13’TO 22’ L C SH183 12’ LN VARIES 70’TO 81’ 10’ SH 1’ 10’ SH 10’ SH 10’ SH VARIES 0’TO 3.5’ VARIES 208’TO 218’ VARIES 8’TO 10’SH GORE VARIES 0’TO 1’ VARIES 8’TO 10’SH GORE VARIES 0’TO 6’ 48’ G.P. LANES 48’ G.P. LANES VARIES 9’TO 20’ VARIES 9’TO 23’ VARIES 0’TO 12’ LANE VARIES 12’TO 14’ Owner R.O.W. Parcel # Owner R.O.W. Parcel # Owner R.O.W. Parcel # 1 Home Savings Of America 2 Greenbriar Re Investment Co 3 Cowtown Realty Ltd Co 4 Garden Ridge Associates Llc 5 Circuit Tex Property Inv Ltd 6 Tlc Properties Inc 7 Cantex Hospitality Llc 8 Bankers Life Ins Co Of NE 9 Northstar Airport Fwy Partners 10 Pryor, Brenda Kay Tr 11 Alliance Pp2 Fx3 Lp 12 Gaedeke Holdings V Ltd 13 Gaedeke Associates II Lp 14 Gaedeke Holdings II Ltd 15 Wd University Plaza S/C Ltd 16 Rainier Metroplex Partners Lp 17 Syms Corp 18 Gb Capital Franchise Finance 19 Hurst, City Of 20 * Texas, State Of 21 Quicktrip Corporation 22 Morash Family Lp 23 Morash Family Lp 24 * Texas, State Of 25 Tabor, Virginia D 26 Hnizdo, Deborah K 27 Podrahsky,Phillip Etux Melanie 28 Mancillas, Martha Maria 29 May, Evva B 30 * Texas, State Of 30A * Texas, State Of 31 Small, Robert B 32 * Texas, State Of 33 * Texas, State Of 34 * Texas, State Of 35 * Texas, State Of 36 * Texas, State Of 37 Breaux, D Janean 38 * Texas, State Of 39 Luttrell, Pauline Etvir Claren 40 Asaff, Thomas Etux Jan E 41 Luna, Edward Etux Amber 42 Hill, Ronald G Etux Janece E 43 Holliday, Laura So 44 Jackson, Billy J 45 Bresnok, Michael Etux Shannon 46 Bright, Gary Etux Mary 47 * Texas, State Of 48 * Texas, State Of 49 * Texas, State Of 50 * Texas, State Of 51 * Texas, State Of 52 * Texas, State Of 53 * Texas, State Of 54 * Texas, State Of 55 Pequeno, Raul 56 Welch, William N Etux Jean L 57 Jesmain, Kenneth Sr 58 Richards, R B Etux Rosemary 59 Taylor, Barbara Etvir George 60 Toler, Glendean King 61 Kelly, Howard Clifton 271 * Texas, State Of 272 Yooniecho’s Family Inc 273 Five Star Properties 274 * Texas, State Of 275 8409 Car Wash Ltd 276 Pruitt, William J Etux Carole 277 McGuire Properties Ltd 278 Original Sites Ltd 279 Bank Of America Texas Na 280 777 S Building Investment Llc 281 Northeast Center Ltd 282 Reynolds, Charles D 283 Aztex Assn 284 Eades, Michael D Etux Rebecca 285 Normand, Joey V Etux Amy Dee 286 Methner, Kevin M 287 * Texas, State Of 288 * Texas, State Of 289 * Texas, State Of 290 * Texas, State Of 291 Methner, Kevin M 292 Jones, Jay C 293 Current Owner 294 Williamson, Clifford & Shirley 295 * Texas, State Of 296 Cornelius, Marion H 297 McGowan, Norman L Est 298 Lopez, David V Etux Jolinda 299 Kirkpatrick, Aaron 300 Rowe, Don Jr Etux Elizabeth B 301 McKiney, Loney Floy 302 Ratts, James Etux Susan 303 * Texas, State Of 304 Lane, Elaine M 305 Kay, Kendell K 306 Adams, Catherine 306A Wakeley, Travis D Etux Joyce 306B Medean, Celestine North 307 Swan, Gloria & Terry Stevens 308 Carson, Franklin Etux Teresa 309 Sturm, Gregory D 310 Paul, James H 311 * Texas, State Of 312 Lary, Janice E 313 Kenvin, Kenneth M & Peggy 314 Latimer, Rosalie Schoen 315 Wells, R H 315A * Texas, State Of 316 * Texas, State Of 317 * Texas, State Of 318 Cruz, Mirta P 319 Kane, Vincent J 320 Bassett, Christina Etvir Charl 321 Casteel, R F Jr & P S Casteel 322 Ram Interests Lp 323 U S Steel & Carnegie Pen Etal 324 Quik-Way Retail Assoc II Ltd 325 Wagner, Alden E Jr 325 Wapeco Ltd 326 Ramsey, Richard L Tr 327 McLaughlin, Jean M 328 Hoppe, Cheryl 329 Wells, William K Tr 330 Archland Property II Lp 331 Gregg, Guion III 332 Private Restaurant Properties 333 Homburg Holdings Co Inc 334 Siebenthall, David Etux Tamra 335 Whelan, Nanci Etal 336 Paul, Ruth 337 Reymundo, Ana Cristina 338 Williamson, Sylvia 339 Welch, Bernice Miller 340 Busby, Reba D Etvir Jack A 3100 4400 5000 12000 16800 19000 73400 102700 115400 11200 15700 17700 8100 11300 12700 82300 115100 129400 19900 27800 31500 23000 32200 36400 8100 11200 12700 12600 17600 19900 12100 17000 19200 69300 96900 109200 27600 38600 43500 26500 37100 41800 10300 14400 16200 9500 13300 15000 5000 7000 7900 1800 2500 2800 17000 23800 26800 3600 5000 5600 3100 4200 5000 19400 27000 30700 3400 4700 5300 8600 12000 13500 13700 19200 21700 7900 11100 12500 2600 3600 4000 6600 8600 9900 16300 22800 25700 16900 23600 26600 20500 28000 31700 1800 2500 2800 4200 5900 6700 3400 4700 5300 21200 29000 32900 3500 4900 5500 1000 1400 1600 1950 2650 3200 2000 2750 3050 1350 1850 2100 1900 2650 3000 6000 8450 9550 3200 4500 5100 1300 1800 2000 600 800 900 17300 24200 27300 12700 17700 19900 5900 8350 9500 5400 7650 8600 19600 27100 30700 6800 9400 10800 5300 6700 7700 9100 12000 13700 1400 2000 2300 600 800 900 1400 2000 2300 3000 4200 4700 18000 24900 28300 6000 8100 9300 17200 23800 27000 PRECINCT LINE RD. PRECINCT LINE RD. HURSTVIEW DR. HURSTVIEW DR. 81100 113500 127900 14200 19000 21600 6100 7800 8900 2600 3600 4100 14400 20200 22800 5500 7600 8600 28500 39800 45000 81400 113900 128400 28500 39800 45000 20400 28300 32100 73400 102700 115400 28000 39100 44200 7250 10300 11600 8250 11700 13200 6700 9450 10600 6800 9250 10450 9400 13250 15000 8600 11150 12700 100 200 200 100 200 200 100 200 200 100 200 200 100 200 200 100 200 200 1200 1700 1900 1200 1700 1900 1000 1300 1500 500 800 900 2000 2700 3100 300 500 600 PAMELA ST. DORRIS ST. BROOKSIDE DR. HURST TOWN CENTER DR. CAMPUS DR. WEYLAND DR. BLACK FOOT TRL. DESIREE LN MATCH LINE STA. 4042+00 MATCH LINE STA. 4096+00 EXIST. PROP. EXIST. PROP. 560 570 580 590 560 570 580 590 600 610 620 630 560 570 580 590 600 610 620 560 570 580 590 600 610 620 3095+00 3090+00 3085+00 3080+00 3075+00 3070+00 3065+00 3060+00 3055+00 3050+00 3045+00 3040+00 3035+00 3030+00 3025+00 3020+00 4095+00 4090+00 4085+00 4080+00 4075+00 4070+00 4065+00 4060+00 4055+00 4050+00 4045+00 4040+00 4035+00 4030+00 4025+00 MATCH LINE STA. 4096+00 MATCH LINE STA. 3096+00 TYPICAL SECTIONS 100 0 200 300 HORIZONTAL GRAPHIC SCALE (IN FEET) BEGIN CONSTRUCTION MATCH EXISTING PAVEMENT CSJ: 0364-01-054 STA: 4022+09.47 ELEV 574.42’ BEGIN CONSTRUCTION MATCH EXITING PAVEMENT CSJ : 0364-01-054 STA 3022+91.56 ELEV 575.21’ TEXAS 183 ROLL 1 OF 10 EASTBOUND GENERAL PURPOSE PGL PLAINVIEW DR PROPOSED TYPICAL SECTION WITH FRONTAGE ROADS, RETAINING WALLS,GENERAL PURPOSE LANES AND ELEVATED MANAGED LANES PROPOSED TYPICAL SECTION WITH FRONTAGE ROADS, RETAINING WALLS,GENERAL PURPOSE LANES AND MANAGED LANES TRAFFIC VOLUME DIAGRAM N.T.S. DIRECTIONAL DISTIBUTION 51-49% K-FACTOR 7.6 % TRUCKS: ADT 4.3 DHV 2.8 LEGEND 14200 = 2010 ADT 19000 = 2030 ADT 21600 = 2040 ADT EXIST WESTBOUND GROUND LINE @ PGL EXIST EASTBOUND GROUND LINE @ PGL PROPOSED HURSTVIEW DRIVE EGP STA 3089+68.43= HURSBL STA 205+67.76 PROPOSED PRECINCT LINE ROAD EGP STA 3063+81.14= PRECBL STA 107+21.98 PROPOSED HURSTVIEW DRIVE WGP STA 4089+66.92= HURSBL STA 204+28.59 PROPOSED PRECINCT LINE ROAD WGP STA 4063+76.26= PRECBL STA 106+02.67 EXIST WESTBOUND GROUND LINE @ PGL EXIST EASTBOUND GROUND LINE @ PGL TEXAS 121 PROP WESTBOUND PGL PROP EASTBOUND PGL PROP WESTBOUND PGL PROP EASTBOUND PGL 100 0 200 300 HORIZONTAL GRAPHIC SCALE (IN FEET) * TxDOT ADVANCED AQUISITION 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 Noise Wall Commercial Driveway Permitted Commercial Driveway Permitted In Only Proposed Sidewalk/Pedestrian Bridge General Purpose Lanes (G.P.) / Shoulder Widening FARM ROAD 3029 600 610 620 630 MATCH LINE STA. 4042+00 BLACKFOOT TRL TEXAS 183 WESTBOUND GENERAL PURPOSE PGL TEXAS 121 BEGIN PROJECT SH 121\SH 183 STA 4022+09.47 MATCH EXISTING FACILITY 1 2 2 1 100 0 200 300 HORIZONTAL GRAPHIC SCALE (IN FEET)
Transcript of TRAFFIC VOLUME DIAGRAM · 2017-06-02 · c c 2009 ***** 8/14/2009 l:\110071\140-00691-006\prod\prod...
C
2009c
8/14/2009
l:\110071\140-00691-006\prod\prod (Schematic)\Exhibits\PUB_SCHEMATIC_01.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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.00
EL
. =
56
3.4
0’
STA = 4028+50.00
EL = 569.84’
ex = 0.55’
K = 205
L = 300.00’
STA = 4048+25.00
EL = 584.65’
ex = 0.23’
K = 333
L = 250.00’
STA = 4062+50.00
EL = 606.02’
ex = -3.94’
K = 156
L = 700.00’
STA = 4077+25.00
EL = 561.77’
ex = 2.84’
K = 186
L = 650.00’
STA = 4094+00.00
EL = 570.15’
ex = 0.11’
K = 714
L = 250.00’
(-)1.6712 %(+)0.7500 %
(+)0.7500 %(+)1.5000 %
(-)3.0000 %(+)0.5000 %
VP
C 3
02
5+
00
.00
EL
. =
57
1.7
3’
(+)0.5000 % (+)0.8500 %
VP
C 3
09
2+
75
.00
EL
. =
56
9.5
3’
VP
T 3
09
5+
25
.00
EL
. =
57
1.2
2’
(+)1.5000 % (-)3.0000 %
VP
C 3
05
9+
25
.00
EL
. =
60
0.0
3’
VP
T 3
06
6+
25
.00
EL
. =
59
4.7
8’
VP
T 3
02
9+
50
.00
EL
. =
56
9.6
5’
VP
C 3
04
7+
25
.00
EL
. =
58
2.9
7’
VP
T 3
04
9+
75
.00
EL
. =
58
5.7
8’
VP
C 3
07
4+
00
.00
EL
. =
57
1.5
3’
VP
T 3
08
0+
50
.00
EL
. =
56
3.4
0’
STA = 3027+25.00
EL = 567.97’
ex = 1.36’
K = 186
L = 450.00’
STA = 3048+50.00
EL = 583.90’
ex = 0.23’
K = 333
L = 250.00’
STA = 3062+75.00
EL = 605.28’
ex = -3.94’
K = 156
L = 700.00’
STA = 3077+25.00
EL = 561.78’
ex = 2.84’
K = 186
L = 650.00’
STA = 3094+00.00
EL = 570.15’
ex = 0.11’
K = 714
L = 250.00’
571.9
5
575.5
9
580.9
1
586.8
6
589.8
2
589.9
3
58
7.1
0
593.5
3
594.6
6
585.9
1
568.4
7
568.0
3
576.4
6
588.7
8
588.1
3
573.5
4
572.5
3
571.9
5
572.2
5
572.4
6
574.0
7
574.9
1
575.5
9
575.8
5
576.6
2
577.8
2
579.2
4
580.9
1
582.5
6
584.0
7
585.4
2
586.3
3
586.8
6
587.8
4
588.4
5
588.2
9
588.8
1
589.8
2
590.4
6
590.9
6
59
1.1
0
590.7
3
589.9
3
58
9.0
0
58
7.7
0
586.9
9
586.7
5
58
7.1
0
587.9
6
588.9
6
590.6
9
592.4
5
593.5
3
594.3
2
594.8
1
574.4
2
574.3
2
594.6
6
594.0
5
592.5
6
590.6
4
588.4
2
585.9
1
583.0
7
580.0
3
576.3
9
573.0
5
568.4
7
565.9
3
565.2
6
564.8
7
565.7
5
568.0
3
568.1
4
569.0
9
572.4
2
574.4
2
576.4
6
578.0
9
579.3
9
580.5
5
584.0
7
588.7
8
583.5
9
584.4
4
585.3
1
586.9
3
588.1
3
588.7
3
573.7
8
573.0
6
572.3
4
571.6
3
570.9
1
570.4
4
570.4
6
570.9
6
571.7
1
572.4
6
573.2
1
573.9
6
574.7
1
575.4
6
576.2
1
576.9
6
577.7
1
578.4
6
579.2
1
579.9
6
580.7
1
581.4
6
582.2
1
582.9
6
583.7
1
584.6
1
585.8
1
587.2
7
588.7
7
590.2
7
591.7
7
593.2
7
594.7
7
583.5
3
580.5
3
577.5
3
574.5
3
571.5
3
568.7
9
56
6.6
0
564.9
5
563.8
3
563.2
6
563.2
2
563.6
5
564.1
5
564.6
5
565.1
5
565.6
5
566.1
5
566.6
5
567.1
5
567.6
5
568.1
5
568.6
5
569.1
5
569.6
5
570.2
6
57
1.0
0
571.8
5
596.2
7
597.7
7
599.2
7
600.7
7
601.9
5
602.4
9
602.3
8
601.6
3
600.2
4
59
8.2
0
595.5
3
592.5
3
589.5
3
586.5
3
580.9
7
578.9
7
577.1
7
575.6
2
57
4.5
0
573.0
4
573.0
7
585.3
7
596.2
1
591.9
3
592.1
5
584.4
6
585.2
8
578.9
5
576.7
6
568.4
5
566.2
4
568.0
5
57
0.1
0
574.0
2
575.0
7
573.6
5
573.0
4
573.1
1
573.2
8
573.3
8
572.3
9
573.0
7
577.8
4
579.7
5
581.4
8
583.3
3
585.3
7
587.4
6
589.6
5
591.7
7
593.9
6
596.2
1
598.6
3
599.9
3
598.3
6
594.9
9
591.9
3
59
0.7
0
595.2
6
595.9
2
593.7
9
592.1
5
588.0
7
586.6
9
586.1
1
585.9
1
584.4
6
582.8
3
582.5
5
583.7
3
584.3
6
585.2
8
585.2
2
583.8
9
572.9
7
573.1
3
578.9
5
581.9
8
58
0.7
0
579.7
3
578.4
8
576.7
6
575.1
4
573.0
6
571.1
7
569.6
6
568.4
5
567.8
3
566.8
5
566.0
5
565.9
5
566.2
4
566.7
3
567.1
3
567.4
7
567.7
5
568.0
5
568.4
7
568.7
8
569.0
1
569.4
5
57
0.1
0
570.8
3
571.7
6
572.5
4
573.2
5
574.0
2
574.8
3
575.0
7
57
3.4
0
571.7
3
570.3
2
569.4
6
569.1
3
569.3
5
570.0
3
570.7
8
571.5
3
572.2
8
573.0
3
573.7
8
574.5
3
575.2
8
576.0
3
576.7
8
577.5
3
578.2
8
579.0
3
579.7
8
580.5
3
581.2
8
582.0
3
582.7
8
583.6
1
584.7
4
586.1
5
587.6
5
589.1
5
590.6
5
592.1
5
593.6
5
595.1
5
583.5
3
580.5
3
577.5
3
574.5
3
571.5
3
56
8.8
0
566.6
1
564.9
5
563.8
4
563.2
6
563.2
2
563.6
5
564.1
5
564.6
5
565.1
5
565.6
5
566.1
5
566.6
5
567.1
5
567.6
5
568.1
5
568.6
5
569.1
5
569.6
6
570.2
6
571.0
1
571.8
5
596.6
5
598.1
5
599.6
5
600.9
7
601.6
7
601.7
2
601.1
3
59
9.9
0
598.0
3
595.5
1
592.5
3
589.5
3
586.5
3
569.6
3
584.0
3
58
1.9
0
580.4
8
578.9
9
577.1
6
6 - 7’ x 3’ MBC
BRIDGE CLASS
FL = 569.62’
8 - 7’ x 7" MBC
BRIDGE CLASS
FL = 554.25’
HW 50 YR
574.14
HW 50 YR
562.26
6 - 7’ x 3’ MBC
BRIDGE CLASS
FL = 568.14’
8 - 7’ x 7" MBC
BRIDGE CLASS
FL = 554.11’
HW 50 YR
574.14
HW 50 YR
562.26
3
3
3
3
4
3
4
4
3
3
3
2
2
2
3
3
1
1
2
1
1
2
2
1
1
2
1
1
3
3
3
31
1
2
2
2
1
1
3
3
4
3
1
3
1
3
3
4
3
1
5
1
3
4
3
6
3
4
3
3
5
3
1
2
1
4
3
1
3
4
2
2
2
1
4
3
3
2
4
2
1
2
1
2
22
1 1
2
5
3
3
5
2
4
1
1
1
3
2
IIIIII
SCHEMATICBY OTHERS
BY OTHERS
SCHEMATIC
BED
FO
RD
EU
LESS R
D
MELBO
URN
E DR
DESIREE D
R
WEYLAND D
R
TH
OU
SAN
D O
AK
S DR
WEY
LAN
D D
R
WEDGEVIEW DR
MESA
VERD
E ST.
WONDOL CT
WEDGEVIE
W D
R
3025+00
3030+00
3035+00
3040+00
3045+00
4025+00
4030+00
4035+00
4040+00
4045+00
6025+00
6030+00
6035+00
6040+00
6045+00
5025+00
5030+00
5035+00
5040+00
5045+00
5+00
45+00
40+00
45+00
5+00
30+00
35+00
40+00
45+00
35+00
40+00
45+00
1025+00
1030+00
1035+00
1040+00
1045+00
2025+00
2030+00
2035+00
2040+00
2045+00
PO
T 5
019+
00.0
6
PC
5019+
67.6
2
5020+00
PT
5023+
41.8
2P
OT
5023+
73.5
7
PI S
TA
TIO
N
= 5
021+54.9
3
DELTA
= 6
%%
d 3
5’ 4
9.0
7" (L
T)
DEG
REE O
F C
UR
VE =
1%%
d 45’ 46.61"
TAN
GEN
T
= 1
87.3
1
LENG
TH
= 3
74.2
0
RA
DIU
S
= 3
,250.0
0
PC
STA
TIO
N
= 5
019+67.6
2
PT S
TA
TIO
N
= 5
023+41.8
2
6020+00
PT
6020+
74.6
8
= 6
018+27.7
7
= 2
2%
%d 5
6’ 4
8.2
2" (L
T)
DEG
REE O
F C
UR
VE =
4%%
d 35’ 01.18"= 2
53.7
1
= 5
00.6
2
= 1
,250.0
0
= 6
015+74.0
6
= 6
020+74.6
8
20+00
25+00
CDP
CDP
CDP
CDP
CDP
CDPCDP
IIIIII
5.90%
PGL5.90%
PGL
6:1 MAX
CTBPGL
36’
G.P. LANES
10’
SH
10’
SH
1’
12’
LN
12’
LN
12’
LN
1’
5.90%
5.90%6:1
MAX
1’
1’
PGL
36’
G.P. LANES
12’
LN
12’
LN
12’
LN
14’
LN
PGL
4:1 MAX
4’
SH
8’
SH
12’
LN
12’
LN
2.50%
PGL
6:1 MAX
4:1
MAX
10’
PR
OP
R.O
.W.
7’ MIN
10’
SH
10’
SH
29’
1’
1’
1’
36’
MANAGED LANES
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
10’
SH
36’
MANAGED LANES
12’
LN
1’
10’
SH
16’ 16’
CTB
2.50%
8’
SH
14’
LN
14’
LN
4’
SH
GORE AREA
16’ MAX
PGL PGL
1’ 1’
3’
2’
CTB
12’
LN
12’
LN
10’
3:1 MAX
2.00%1.5% 2%PGL
3’
1’
RETAINING WALL 4:1 MAX
1’
PR
OP
R.O
.W.
MONO
CURB (TYP)
2.00%
4’
SH
1’
14’
LN
14’
LN
8’
SH
PGLPGL
8’
SH
1’
VARIES
10’
SH
149’
VARIES
10’TO 127’
16’TO
36’
VARIES
46’TO 78’
VARIES
451’TO 600’
VARIES
145’TO 165’
VARIES
266’TO 307’
VARIES
164’TO 226’
VARIES
183’TO 276’VARIES
100’TO 140’
LC SH183
GORE VARIES
0’TO 20’
GORE VARIES
0’TO 16’
VARIES
10’TO 29’
2’
12’
LN
LN
2.00% 1.5%3:1
MAX
PGL
1’
MONO
CURB (TYP)
12’
LN
LN
LN
LN
VARIES
27’TO 75’FOC
2%
VARIES
11’TO 93’
6’
VARIES
0’TO 12’
VARIES
0’TO 12’
271
272
273
275
274
276
279
277
278
280
281282
283286
291
4
2
3
5
7
6
9
11
292
293
294
295
296
297
298
303
302
301 3
04
305
306
309
308
12
13
14
15
1
288
287
285
284
290
289
299
300
306B
307
10
8
295
296
297
303
302
301
304
305
306
309
308
310
311
312
316
315
318
319
322 323
324
327
14
15
16
18
19
328
330
243
333
335
336337 338 339
26
45 46 55 56
329
340
317
306B 313
314320 321
325 331
334
326
62
48 49
50
51
52
53 54
57
58
59
60
61
3830A30 31 32 33 34 35
36 37
47
44
43
42
41
40
39
24
25
27
28 29
23
22
21
20
307
17
316A
1’
10’
SH
2’
36’
MANAGED LANES
10’
SH
22’
2.50%
2.50%PGL
PGL PGLPGL
CTBCTBCTB
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
12’
LN
36’
MANAGED LANES2’
CTB
12’
LN
12’
LN
10’
3:1 MAX
2.00%1.5% 2%PGL
7’
2’
2’
CTB
12’
LN
12’
LN
10’
2.00% 1.5%2%
7’
3:1 MAX
PGL
2.50%
1’
2.50%
RETAINING WALLRETAINING WALL
1’
12’
LN
12’
LN
12’
LN
12’
LN
6:1 MAX
4:1
MAX
27’
2-12’FOC
1’
6:1
MAX
4:1 MAX
1’
PR
OP
R.O
.W. E
XIS
T R
.O.W
.
MONO
CURB (TYP) MONO
CURB (TYP)
VARIES
443’TO 448’
VARIES
123’TO 127’
VARIES
266’TO 268’
VARIES
16’TO 24’
VARIES
13’TO 22’
LC SH183
12’
LN
VARIES
70’TO 81’
10’
SH
1’
10’
SH
10’
SH
10’
SH
VARIES
0’TO 3.5’
VARIES
208’TO 218’
VARIES
8’TO 10’SH
GORE VARIES
0’TO 1’
VARIES
8’TO 10’SH
GORE VARIES
0’TO 6’
48’ G.P. LANES48’
G.P. LANES
VARIES
9’TO 20’
VARIES
9’TO 23’
VARIES
0’TO 12’
LANE VARIES
12’TO 14’
Owner
R.O.W.
Parcel # Owner
R.O.W.
Parcel # Owner
R.O.W.
Parcel #
1 Home Savings Of America
2 Greenbriar Re Investment Co
3 Cowtown Realty Ltd Co
4 Garden Ridge Associates Llc
5 Circuit Tex Property Inv Ltd
6 Tlc Properties Inc
7 Cantex Hospitality Llc
8 Bankers Life Ins Co Of NE
9 Northstar Airport Fwy Partners
10 Pryor, Brenda Kay Tr
11 Alliance Pp2 Fx3 Lp
12 Gaedeke Holdings V Ltd
13 Gaedeke Associates II Lp
14 Gaedeke Holdings II Ltd
15 Wd University Plaza S/C Ltd
16 Rainier Metroplex Partners Lp
17 Syms Corp
18 Gb Capital Franchise Finance
19 Hurst, City Of
20 * Texas, State Of
21 Quicktrip Corporation
22 Morash Family Lp
23 Morash Family Lp
24 * Texas, State Of
25 Tabor, Virginia D
26 Hnizdo, Deborah K
27 Podrahsky,Phillip Etux Melanie
28 Mancillas, Martha Maria
29 May, Evva B
30 * Texas, State Of
30A * Texas, State Of
31 Small, Robert B
32 * Texas, State Of
33 * Texas, State Of
34 * Texas, State Of
35 * Texas, State Of
36 * Texas, State Of
37 Breaux, D Janean
38 * Texas, State Of
39 Luttrell, Pauline Etvir Claren
40 Asaff, Thomas Etux Jan E
41 Luna, Edward Etux Amber
42 Hill, Ronald G Etux Janece E
43 Holliday, Laura So
44 Jackson, Billy J
45 Bresnok, Michael Etux Shannon
46 Bright, Gary Etux Mary
47 * Texas, State Of
48 * Texas, State Of
49 * Texas, State Of
50 * Texas, State Of
51 * Texas, State Of
52 * Texas, State Of
53 * Texas, State Of
54 * Texas, State Of
55 Pequeno, Raul
56 Welch, William N Etux Jean L
57 Jesmain, Kenneth Sr
58 Richards, R B Etux Rosemary
59 Taylor, Barbara Etvir George
60 Toler, Glendean King
61 Kelly, Howard Clifton
271 * Texas, State Of
272 Yooniecho’s Family Inc
273 Five Star Properties
274 * Texas, State Of
275 8409 Car Wash Ltd
276 Pruitt, William J Etux Carole
277 McGuire Properties Ltd
278 Original Sites Ltd
279 Bank Of America Texas Na
280 777 S Building Investment Llc
281 Northeast Center Ltd
282 Reynolds, Charles D
283 Aztex Assn
284 Eades, Michael D Etux Rebecca
285 Normand, Joey V Etux Amy Dee
286 Methner, Kevin M
287 * Texas, State Of
288 * Texas, State Of
289 * Texas, State Of
290 * Texas, State Of
291 Methner, Kevin M
292 Jones, Jay C
293 Current Owner
294 Williamson, Clifford & Shirley
295 * Texas, State Of
296 Cornelius, Marion H
297 McGowan, Norman L Est
298 Lopez, David V Etux Jolinda
299 Kirkpatrick, Aaron
300 Rowe, Don Jr Etux Elizabeth B
301 McKiney, Loney Floy
302 Ratts, James Etux Susan
303 * Texas, State Of
304 Lane, Elaine M
305 Kay, Kendell K
306 Adams, Catherine
306A Wakeley, Travis D Etux Joyce
306B Medean, Celestine North
307 Swan, Gloria & Terry Stevens
308 Carson, Franklin Etux Teresa
309 Sturm, Gregory D
310 Paul, James H
311 * Texas, State Of
312 Lary, Janice E
313 Kenvin, Kenneth M & Peggy
314 Latimer, Rosalie Schoen
315 Wells, R H
315A * Texas, State Of
316 * Texas, State Of
317 * Texas, State Of
318 Cruz, Mirta P
319 Kane, Vincent J
320 Bassett, Christina Etvir Charl
321 Casteel, R F Jr & P S Casteel
322 Ram Interests Lp
323 U S Steel & Carnegie Pen Etal
324 Quik-Way Retail Assoc II Ltd
325 Wagner, Alden E Jr
325 Wapeco Ltd
326 Ramsey, Richard L Tr
327 McLaughlin, Jean M
328 Hoppe, Cheryl
329 Wells, William K Tr
330 Archland Property II Lp
331 Gregg, Guion III
332 Private Restaurant Properties
333 Homburg Holdings Co Inc
334 Siebenthall, David Etux Tamra
335 Whelan, Nanci Etal
336 Paul, Ruth
337 Reymundo, Ana Cristina
338 Williamson, Sylvia
339 Welch, Bernice Miller
340 Busby, Reba D Etvir Jack A
3100
4400
5000
12000
16800
19000
73400
102700
115400
11200
15700
17700
8100
11300
12700
82300
115100
129400
19900
27800
31500
23000
32200
36400
8100
11200
12700
12600
17600
19900
12100
17000
19200
69300
96900
109200
27600
38600
43500
26500
37100
41800
10300
14400
16200
9500
13300
15000
5000
7000
7900
1800
2500
2800
17000
23800
26800
3600
5000
5600
3100
4200
500019400
27000
30700
3400
4700
5300
8600
12000
13500
13700
19200
21700
7900
11100
12500
2600
3600
4000
6600
8600
9900
16300
22800
25700
16900
23600
26600
20500
28000
31700
1800
2500
2800
4200
5900
6700
3400
4700
5300
21200
29000
32900
3500
4900
5500
1000
1400
1600
1950
2650
32002000
2750
3050
1350
1850
2100
1900
2650
3000
6000
8450
9550
3200
4500
5100
1300
1800
2000
600
800
900
17300
24200
27300
12700
17700
19900
5900
8350
9500
5400
7650
8600
19600
27100
30700
6800
9400
10800
5300
6700
7700
9100
12000
13700
1400
2000
2300
600
800
900
1400
2000
2300
3000
4200
470018000
24900
28300
6000
8100
9300
17200
23800
27000
PRECINCT LINE RD.
PRECINCT LINE RD.
HURSTVIEW DR.
HURSTVIEW DR.
81100
113500
127900
14200
19000
21600
6100
7800
8900
2600
3600
4100
14400
20200
22800
5500
7600
8600
28500
39800
45000
81400
113900
128400
28500
39800
45000
20400
28300
32100
73400
102700
115400
28000
39100
44200
7250
10300
11600
8250
11700
13200
6700
9450
10600
6800
9250
10450
9400
13250
15000
8600
11150
12700
100
200
200
100
200
200
100
200
200
100
200
200
100
200
200
100
200
200
1200
1700
1900
1200
1700
1900
1000
1300
1500
500
800
900
2000
2700
3100
300
500
600
PA
ME
LA
ST
.
DO
RR
IS
ST
.
BR
OO
KS
IDE
DR
.
HU
RS
T
TO
WN
CE
NT
ER
DR
.
CA
MP
US
DR
.
WE
YL
AN
D
DR
.
BL
AC
K F
OO
T
TR
L.
DE
SIR
EE
LN
MA
TC
H L
INE
ST
A. 4
042+
00
MA
TC
H L
INE
ST
A.
40
96
+0
0
EX
IS
T.
PR
OP
.
EX
IS
T.
PR
OP
.
560
570
580
590
560
570
580
590
600
610
620
630
560
570
580
590
600
610
620
560
570
580
590
600
610
620
3095+003090+003085+003080+003075+003070+003065+003060+003055+003050+003045+003040+003035+003030+003025+003020+00
4095+004090+004085+004080+004075+004070+004065+004060+004055+004050+004045+004040+004035+004030+004025+00
MA
TC
H L
INE
ST
A. 4096+
00
MA
TC
H L
INE
ST
A. 3096+
00
TYPICAL SECTIONS
1000 200 300
HORIZONTAL GRAPHIC SCALE
(IN FEET)
BEGIN CONSTRUCTIONMATCH EXISTING PAVEMENTCSJ: 0364-01-054STA: 4022+09.47ELEV 574.42’
BEGIN CONSTRUCTIONMATCH EXITING PAVEMENTCSJ : 0364-01-054STA 3022+91.56ELEV 575.21’
TEXAS
183
ROLL 1 OF 10
EASTBOUND GENERAL PURPOSE PGL
PLAINVIEW DR
PROPOSED TYPICAL SECTION
WITH FRONTAGE ROADS, RETAINING WALLS,GENERAL PURPOSE LANES
AND ELEVATED MANAGED LANES
PROPOSED TYPICAL SECTION
WITH FRONTAGE ROADS, RETAINING WALLS,GENERAL PURPOSE LANES
AND MANAGED LANES
TRAFFIC VOLUME DIAGRAMN.T.S.
DIRECTIONAL
DISTIBUTION 51-49%
K-FACTOR 7.6
% TRUCKS:
ADT 4.3
DHV 2.8
LEGEND
14200 = 2010 ADT
19000 = 2030 ADT
21600 = 2040 ADT
EXIST WESTBOUND
GROUND LINE @ PGL
EXIST EASTBOUND
GROUND LINE @ PGL
PROPOSED HURSTVIEW DRIVEEGP STA 3089+68.43=HURSBL STA 205+67.76
PROPOSED
PRECINCT LINE ROAD
EGP STA 3063+81.14=
PRECBL STA 107+21.98
PROPOSED HURSTVIEW DRIVEWGP STA 4089+66.92=HURSBL STA 204+28.59
PROPOSED
PRECINCT LINE ROAD
WGP STA 4063+76.26=
PRECBL STA 106+02.67
EXIST WESTBOUND
GROUND LINE @ PGL
EXIST EASTBOUND
GROUND LINE @ PGL
TEXAS
121
PROP WESTBOUND PGL
PROP EASTBOUND PGL
PROP WESTBOUND PGL
PROP EASTBOUND PGL
1000 200 300
HORIZONTAL GRAPHIC SCALE
(IN FEET)
* TxDOT ADVANCED AQUISITION
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
Noise Wall
Commercial Driveway Permitted
Commercial Driveway Permitted In Only
Proposed Sidewalk/Pedestrian Bridge
General Purpose Lanes (G.P.) / Shoulder Widening
FARM
ROAD
3029
600
610
620
630
MA
TC
H L
INE
ST
A. 4042+00
BLA
CK
FOO
T T
RL
TEXAS
183
WESTBOUND GENERAL PURPOSE PGL
TEXAS
121
BEGIN PROJECT
SH 121\SH 183 STA 4022+09.47
MATCH EXISTING FACILITY
1
2
2
1
1000 200 300
HORIZONTAL GRAPHIC SCALE
(IN FEET)
![AN INTRODUCTION TO EXCELLENT CLASSEShomepages.math.uic.edu/~jbaldwin/math512/newexcellent.pdf · [Sh 3], [KoSh], [MaSh], [Sh 48], [Sh 87a], and [Sh 87b], [Sh 88], [Sh 394], [ShVi],](https://static.fdocuments.in/doc/165x107/60aaaf1f6961bf542f19ee7a/an-introduction-to-excellent-jbaldwinmath512newexcellentpdf-sh-3-kosh.jpg)
