10+00 15+00 10+00 15+00 20+00 25+00 25+00 30+00 35+00 40+00 45+00 0 60+00 65+00 70+00 75+00 25+00 30+00 100+00 105+00 110+00 115+00 200+00 205+00 210+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 10+00 15+00 20+00 25+00 30+00 35+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 905+00 910+00 915+00 920+00 925+00 930+00 10+00 15+00 10+00 15+00 20+00 25+00 15+00 20+00 20+00 25+00 30+00 10+00 15+00 20+00 25+00 30+00 30+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 10+00 10+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 885+00 890+00 895+00 900+00 905+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 30+00 35+00 40+00 45+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 15+00 20+00 25+00 30+00 35+00 40+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 905+00 910+00 915+00 920+00 925+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 10+00 15+00 20+00 25+00 30+00 102 363 108 109 110 111 113 114 115 112 117 118 119 120 122 121 129 167 166 162 161 160 156 157 163 128 127 126 125 124 172 171 170 168 169 165 164 158 123 123F 123E 123D 123C 123B 123A 159 172C 172B 111A 172A 301 340 341 342 343 344 345 338 337 336 331 332 335 361 362 103 371 372 116 339 104 107 105 130A 364 365 367 366 368 369 370 158 MONY PHARR ST PHARR ST E 1st ST E 4TH ST MAPLE ST E 4TH ST CLOVER ST GREENFIELD AVE GLENMORE AVE BELKNAP ST WEATHERFORD ST PORTLAND AVE CARVER AVE GILVEN ST E 1st ST HEATHCOTE ST U P R R CRI&P RR CRI&P RR CRI&P RR GREENWAY PARK 121S-280 35S-121N 121SB PGL @ 35WNB EXIST GROUND @ 35WNB PGL @ 35WNB EXIST GROUND @ 35WNB WEATHERFORD ST PHARR ST BELKNAP ST 4TH ST CRI&P RR BEGIN BRIDGE STR NO. 233 35WNB 913+10.00 END BRIDGE STR NO. 233 35WNB 914+20.00 BEGIN BRIDGE STR NO. 235 35WNB 920+52.15 END BRIDGE STR NO. 235 35WNB 923+32.15 BEGIN BRIDGE 35WNB 885+41.00 END BRIDGE 35WNB 887+01.00 BEGIN BRIDGE 35WNB 895+48.00 END BRIDGE 35WNB 899+48.00 CRI&P RR BEGIN DESIGN SPEED = 55 MPH STA 906+00.00 STA = 868+75.00 EL = 524.90’ (-) 2.76% (+) 0.46% L = 600.00’ K = 186 ex = 2.41’ STA = 880+00.00 EL = 530.10’ (+) 0.46% (+) 2.69% L = 410.00’ K = 184 ex = 1.14’ STA = 887+00.00 EL = 548.93’ (+) 2.69% (+) 0.35% L = 580.00’ K = 248 ex = -1.70’ STA = 908+20.00 EL = 556.35’ (+) 0.35% (+) 2.99% L = 480.00’ K = 182 ex = 1.58’ STA = 918+00.00 EL = 585.62’ (+) 2.99% (-) 2.36% L = 1,330.00’ K = 249 ex = -8.89’ VPT 871+75.00 EL = 526.29’ VPC 877+95.00 EL = 529.15’ VPT 882+05.00 EL = 535.61’ VPC 905+80.00 EL = 555.51’ VPT 910+60.00 EL = 563.52’ VPC 911+35.00 EL = 565.76’ VPT 924+65.00 EL = 569.90’ VPC 884+10.00 EL = 541.13’ VPT 889+90.00 EL = 549.94’ VPC 865+75.00 EL = 533.17’ 530.33 528.20 526.25 525.25 524.38 524.33 524.68 524.95 524.90 524.95 525.03 524.94 524.55 524.96 525.69 526.05 527.58 532.05 534.63 536.92 536.35 521.44 522.54 521.98 520.57 519.96 519.75 519.24 520.93 533.82 524.01 521.05 521.22 530.47 530.16 518.59 518.45 518.78 519.46 520.11 520.78 524.61 526.58 527.37 529.38 531.98 534.98 538.08 529.28 523.32 546.83 549.42 552.46 556.13 559.66 563.61 555.61 525.72 565.30 573.02 572.76 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 535.24 532.50 530.14 528.33 527.04 526.30 526.09 526.40 526.86 527.33 527.79 528.25 528.71 529.18 529.94 531.24 533.09 535.48 538.17 540.86 543.39 545.51 547.23 548.55 549.47 549.98 550.33 550.68 551.03 551.38 551.73 552.08 552.43 552.78 553.13 553.48 553.83 554.18 554.53 554.88 555.23 555.59 556.33 557.61 559.44 561.83 564.71 567.61 570.14 572.26 573.98 575.30 576.21 576.73 576.84 576.54 575.85 574.75 573.26 571.35 569.08 Texas Department of Transportation R C 2012 By Texas Department of Transportation, All Rights Reserved FORT WORTH DISTRICT TEXAS DEPARTMENT OF TRANSPORTATION MARIBEL P. CHAVEZ, P.E. DISTRICT ENGINEER PUBLIC HEARING DISPLAY NASER ABUSAAD, PE, AICP P.E. NO. 83200 NOT INTENDED FOR CONSTRUCTION, BIDDING, AND OR PERMIT PURPOSES IH 35W TARRANT COUNTY, TEXAS CSJ NO. 0014-16-179 CSJ NO. 0014-16-268 DATE: JUNE 12, 2012 * 70 MPH AT ALL LOCATIONS EXCEPT WHERE NOTED ON SCHEMATICS ** 50 MPH UNLESS NOTED OTHERWISE ON SCHEMATICS *** 30 MPH IH 35W NBFR SOUTH OF 4TH ST TO END OF PROJECT EXCEPT WHERE NOTED OTHERWISE EXCEPT WHERE NOTED OTHERWISE FROM IH 820 TO IH 30 IH 35W GENERAL PURPOSE LANES SH 121 MAINLANES US 287 WIDENING MANAGED LANES DIRECT CONNECTORS (DC) 35S-121N, 121S-35N 121SB, 121NB RAMPS/MANAGED LANE RAMPS EB US 287 TO CYPRESS ST COLLECTOR-DISTRUBUTORS (C-D) 121S-280, 280-121N FRONTAGE ROADS CITY STREETS LOOP RAMP (CLOVERLEAF) 121S-BEL SPUR 280 GILVEN ST 121S-35N 280-35S 55 MPH* 55 MPH 55 MPH 55 MPH * 50 MPH ** 40 MPH 45 MPH 50 MPH 40 MPH 35 MPH 35 MPH 40 MPH *** 35 MPH 35 MPH 25 MPH 40 MPH 25 MPH 35 MPH 45 MPH URBAN FREEWAY URBAN FREEWAY URBAN FREEWAY URBAN FREEWAY URBAN LOCAL STREET URBAN LOCAL STREET URBAN LOCAL STREET URBAN LOCAL STREET URBAN LOCAL STREET URBAN PRINCIPAL ARTERIAL URBAN PRINCIPAL ARTERIAL FUNCTIONAL CLASSIFICATION DESIGN SPEED ROADWAY TYPE URBAN PRINCIPAL ARTERIAL URBAN PRINCIPAL ARTERIAL URBAN PRINCIPAL ARTERIAL URBAN PRINCIPAL ARTERIAL URBAN PRINCIPAL ARTERIAL URBAN PRINCIPAL ARTERIAL URBAN PRINCIPAL ARTERIAL URBAN PRINCIPAL ARTERIAL 5/10/2012 3:07:19 PM G:\2458_FTW-Evergreen\WA1-IH35W-south\SEG3A\CADD\EXHIBITS\PublicHearing_MAY2012\SEG3A_PH_EXH05_100.DGN G:\2458_FTW-Evergreen\WA1-IH35W-south\SEG3A\CADD\PLOTTING\Exhibit_HalfSize_Aerial_PDF.plt PLT= PREPARED UNDER THE SUPERVISION OF: TBPE Firm Registration No. 6981 CIVIL ASSOCIATES, INC. JUNE 12, 2012 AERIAL PHOTOGRAPHY: WINTER 2010/2011 39000 (4353) 24200 (2701) 54800 (6115) 85500 (9542) 3500 (391) 8000 (894) 11100 (1238) 7400 (829) 51800 (5781) 14800 (1652) 16700 (1865) 109700 (12243) 9200 (1027) 12400 (1384) 7500 (837) 5 E. 4TH ST. PHARR ST. BELKNAP ST. IH 35W WEATHERFORD ST. 8500 (949) 8700 (971) 12700 (1417) 12100 (1350) 50100 (5591) 50100 (5591) 6300 (703) 66000 (7366) 1100 (123) 19500 (2177) 4500 (503) 1000 (112) 11800 (1345) 12000 (1361) 9800 (1105) 9900 (1117) 15400 (1737) 9600 (1083) CRI&P RR N.T.S. TRAFFIC DATA LINE DIAGRAM IH 35W LEGEND 1000 (100) 2035 ADT 2035 DHV NUMBER OF LANES 1 1 4 6 3 2 2 1 4 2 2 1 4 4 3 3 1 2 2 1 1 1 1 1 1 1 1 1 4 1 1 6 2 2 3 400 900 1000 1200 4900 200 11800 200 1000 5300 200 200 100 100 8000 100 1700 2200 100 300 800 12000 1500 2000 2100 7900 LEGEND 1000 1000 = 2035 ADT 2010 ADT PHARR ST 3600 6400 9900 400 200 400 200 7600 1500 7100 1800 3600 2000 3300 1100 1800 6100 9800 IH 35W NB IH 35W SB 35S-121N 35S-30 121S-35N IH 35W ML N IH 35W ML S 117 SOUTHWEST INTERNTL TRUCKS INC 118 STORAGE PORTFOLIO TX LP LARRY PIRKLE BAIL BONDS DIRECT INTERNATIONAL AUDIO PLUS ZOMAC ELECTRICAL SYSTEMS INC JAURE MECHANICAL SERVICE LASEMANA 119 STORAGE PORTFOLIO I TX LP EXTRA SPACE STORAGE 120 1901 PHARR LTD SOUTHWEST IDEALEASE 121 FORT WORTH, CITY OF 122 ROLLINS LEASING CORP PENSKE TRUCK LEASING CO L P 123 CHICAGO ROCK ISLAND & GULF RAILROAD 123A KING, STEVEN PC 123B 123C 123D 123E TRINITY MATERIALS INC 123F SERRANO, ARTHUR ETAL SOUTHWEST INTERNATIONAL TRUCK 103 MAPES, MARK 104 ATKINS, LINDA L 105 107 FORT WORTH, CITY OF 108 SPILLAR, MAX EST & GRETA D MAGNUM STAFFING SERVICES 109 SPILLAR, MAX EST & GRETA D SPILLER, MITCHAM ETAL LEE, SAMUEL-MD 110 MCINTIRE & ASSOCIATES INC MCINTIRE DISTRIBUTION 111 650 NORTH FREEWAY LTD 111A TINDALL PROPERTIES LTD 112 600 NORTH FREEWAY LTD 113 114 JOHNSON, PAUL A ETUX SHIRLEY D 115 C & B MEDICAL INC RABO BUSINESS FORMS INC JOHNSON CONTROLS INC HOME & HIGHWAY INSURANCE AGE MSB INC 116 HULEN PARK ASSOC FASTENAL COMPANY N J MALIN & ASSOCIATES PROPERTY OWNERSHIP TENANT PARCEL OWNER WILSON, I L SLOAN, JAMES L ROLL 5 124 RALSTON PURINA CO 125 ONCOR ELECTRIC DELIVERY CO LLC 126 PURINA MILLS INC PURINA MILLS LLC 127 ELLER MEDIA CO 128 129 130 PROPERTY OWNERSHIP TENANT PARCEL OWNER ROLL 5 156 FORT WORTH, CITY OF 157 FORT WORTH, CITY OF 158 159 ONCOR ELECTRIC DELIVERY CO LLC 160 161 MOORE, MARTIN S 162 163 DAVISON, FRANCES MARIE 164 165 166 167 168 169 170 171 172 172A 172B 362 363 364 367 368 369 365 366 370 371 372 WRIGHT, RONALD W WILSON, IMOGENE & A BLAKELY SALAZAR, RICARDO GARCIA, DOMITILIA REAVIS, TULSA GILLETTE, J L SLOAN, JAMES L SLOAN, JAMES L NEMESIO, JAEL REYNA, ARTURO ETUX GRISELDA 172C COWTOWN OFFICE PARK LP COWTOWN OFFICE PARK LP UNION PACIFIC RR CO CLEAR CHANNEL OUTDOOR INC TARRANT ENTERPRISES LLC TARRANT ENTERPRISES LLC ZAPEDA, JOSEPH M. RIBE, KENT A. RIBE, KENT A TARRANT REGIONAL WATER DISTRICT CHESAPEAKE LAND DEV CO LLC APPLE 9 VENTURES OWNERSHIP INC APPLE 9 VENTURES OWNERSHIP INC ASHGAR ALI RAZA APPLE 9 VENTURES OWNERSHIP INC CHESAPEAKE LAND DEV CO LLC CHESAPEAKE LAND DEV CO LLC CHESAPEAKE LAND DEV CO LLC CHESAPEAKE LAND DEV CO LLC CHESAPEAKE LAND DEV CO LLC CHESAPEAKE LAND DEV CO LLC CHESAPEAKE LAND DEV CO LLC CHESAPEAKE LAND DEV CO LLC CHESAPEAKE LAND DEV CO LLC CHESAPEAKE LAND DEV CO LLC TINDALL RECORD STORAGE LTD (ALL DATA OBTAINED FROM TARRANT COUNTY CENTRAL APPRAISAL DISTRICT, FEBRUARY 4, 2009.) (UPDATED: MAY 2, 2012) (ALL DATA OBTAINED FROM TARRANT COUNTY CENTRAL APPRAISAL DISTRICT, FEBRUARY 4, 2009.) (UPDATED: MAY 2, 2012) THE FORT WORTH DEPOT LLC THE DEPOT APARTMENTS 4’ 8’ 8’ SHLD RAMP 14’ 4’ 8’ 36’ 4’ SHLD 8’ 24’ 4’ SHLD 8’ 14’ 4’ SHLD 8’ 24’ 4’ SHLD 38’ 1’ 1’ 1’ 1’ 1’ 10’ SHLD 48’ (4-12’) 10’ SHLD 10’ SHLD 48’ (4-12’) 10’ SHLD 1’ 1’ 1’ 1’ C IH35W L 4% 2% TYP 2% TYP 2% TYP 2% TYP 2% TYP 2% TYP 50’ 38’ 28’ PGL RAMP PGL PGL PGL PGL 2.5 % PGL GENERAL PURPOSE LANES GENERAL PURPOSE LANES PGL 35WNB PGL 35WSB RAMP 4:1 6:1 SUPERELEVATION SHLD 4’ SHLD 4’ 1’ 1’ 2.5 % 2.5 % PGL 35WMLS30 PGL 35WMLN30 CTB 2’ 14’ 14’ 8’ 8’ 4’ 24’ 8’ 1’ 1’ 28’ ML CONNECTOR PGL 8’ 14’ 4’ SHLD 1’ 2% TYP 28’ PGL 1’ * SUPERELEVATION ML CONNECTOR VARIES VARIES DIRECT CONNECTOR/RAMP MANAGED LANE MANAGED LANE SH121SB ML CONNECTOR DIRECT CONNECTOR DIRECT CONNECTOR 59’-96’ 53’-57’ * * * * * * * * * * 24’ (2-12’) CONN/RAMP 0’- 22’ GORE 24’ (2-12’) CONN/RAMP 62’- 84’ IH 35W PROPOSED SECTION WITH MANAGED LANES, GENERAL PURPOSE LANES, DIRECT CONNECTORS, RAMPS AND FRONTAGE ROADS 2’ 1’ FRONTAGE RD C-O C-O 2% FR PGL VARIES 1.5% (USUAL) 26’ 14’ 2’ C-O 1’ C-O 2% 1.5% (USUAL) FRONTAGE RD FR PGL 6’ SDWK 14’ 2’ VARIES * LANE 12’ 0’-12’ * AUX LANE 18’ TO 111’ 29’ TO 410’ VARIES 220’ TO 286’ VARIES 330’ TO 749’ VARIES 354’ TO 626’ VARIES 195’ TO 208’ FRTG RD/ SHARED USE LANE FRTG RD/ SHARED USE LANE * 6:1 MAX WITHIN CLEAR ZONE 3:1 MAX ELSEWHERE N.T.S. 8’ 36’ 4’ SHLD 1’ 2% TYP PGL SH121NB ML CONNECTOR 1’ 50’ 0’-12’ AUX LANE 12’ LANE 0’-12’ AUX LANE 26’-50’ PROPOSED/ EXISTING ROW PROPOSED/ EXISTING ROW 6’ SDWK IH 35W NB IH 35W SB 3600 3800 5800 2600 8200 5600 8200 4200 5700 5700 500 800 1700 2700 7000 8800 5800 9400 8100 900 600 3800 6000 2000 3300 8900 300 400 6100 9800 4100 6500 12400 7500 11900 11100 13600 10900 16900 12900 13900 22300 IH 35W NB FR 121S-35N IH 35W ML N IH 35W ML S 35S-121N IH 35W SB FR BELKNAP ST WEATHERFORD ST 121S-280 121SB 121NB 280-121N IH 35W NB IH 35W SB 287-35N 35S-30 35S-280 IH 35W NB FR IH 35W SB FR LEGEND 1000 1000 = 2035 ADT 2010 ADT 9600 15400 6400 9900 6200 9600 BELKNAP/WEATHERFORD 600 1100 1200 600 400 4600 3800 3100 400 2100 6600 800 600 800 2700 1400 1100 LEGEND 1000 1000 = 2035 ADT 2010 ADT E 4TH ST 1300 5400 7800 4400 2900 4400 3200 6200 1700 3100 4900 2400 3700 SH 121 NB IH 35W NB IH 35W SB 35S-30 9100 121S-280 2500 121 SB 287-35N MATCH LINE STA 865+00 INTERSTATE 35W INTERSTATE 35W SEE ROLL 8 FOR IH 35W MANAGED LANE TO DOWNTOWN CONNECTORS MATCH LINE STA 925+00 630 500 510 520 530 540 550 560 570 580 590 600 610 620 640 630 500 510 520 530 540 550 560 570 580 590 600 610 620 640 MATCH LINE STA 925+00 MATCH LINE STA 865+00 0 100 200 300 SCALE IN FEET N SEE ROLL 7 FOR SH 121 PLAN ROLL 5 OF 10 BEGIN ACCESS DENIAL LINE END ACCESS DENIAL LINE END ACCESS DENIAL LINE BEGIN ACCESS DENIAL LINE BEGIN ACCESS DENIAL LINE LEGEND: GENERAL PURPOSE LANES (GP LANES) MANAGED LANES (ML) RAMPS/MANAGED LANE RAMPS FRONTAGE ROADS/CITY STREETS DIRECT CONNECTORS PRELIMINARY STRUCTURE LIMITS AND POSSIBLE BENT/COLUMN LOCATIONS PROPOSED RAMP GORE AREA EXISTING PAVEMENT REMOVAL DISPLACED STRUCTURE PROPERTY OWNER NUMBER EXISTING RIGHT-OF-WAY(R.O.W.) PROPOSED RIGHT-OF-WAY(R.O.W.) SHOULDER TRAVEL LANE(S) SHOULDER PROPOSED ACCESS DENIED EXISTING ACCESS DENIED PROPOSED SIDEWALKS PROPERTY LINE TRAFFIC DIRECTION 1 PROPOSED EXISTING PROPOSED EXISTING 172C PROPOSED RETAINING WALL PROPOSED NOISE BARRIER PROPOSED NOISE BARRIER PROPOSED NOISE BARRIER PROPOSED NOISE BARRIER LOCATION PRELIMINARY-SUBJECT TO REVISION