preliminary-subject to revisionftp.dot.state.tx.us/pub/txdot-info/ftw/ih35w/061212_5.pdf · 119...

1
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

Upload: others

Post on 02-Aug-2020

2 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: PRELIMINARY-SUBJECT TO REVISIONftp.dot.state.tx.us/pub/txdot-info/ftw/ih35w/061212_5.pdf · 119 storage portfolio i tx lp extra space storage 120 1901 pharr ltd southwest idealease

10+

00

15+

00

10+00

15+

00

20+

00

25+

00

25+

00

30+00

35+00

40+

00

45+

00

55+

00

60+

00

65+

00

70+

00

75+

00

25+

00

30+

00

100+

00

105+

00

11

0+

00

115+

00

200+

00

205+

00

210+00

65+

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

65+

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+0015+00

20+00

25+00

15+00

20+00

20+0025+00 30+00

10+0015+00

20+00

25+00

30+00

25+00

30+00

10+00

15+00

20+00

25+00

30+00

35+00

40+00

10+00

30+

00

10+

00

25+00

30+0035+00

40+0045+00

50+00

55+

00

60+

00

20+

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+00880+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+00880+00

885+00890+00 895+00

900+00

905+00

910+00

915+00

920+00

925+00

865+00

870+00875+00

880+00

885+00890+00

895+00900+00

905+00

910+00

915+00

920+00

925+00

45+

00

870+00

875+00880+00

885+00890+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

35+

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+00890+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+0015+00

20+00

25+00

30+00

35+

00

102

363

108

109

110

111

113

114

115

112

117

118

119

120

122

121

129

167

166

162

161

160

156157

163

128

127

126

125

124

172

171170

168169

165164

158

123

123F

123E

123D

123C

123B

123A

159

172C

172B

111A

172A

301

340

341

342

343

344

345

338337

336

331

332

335

361

362

103 371372

116

339

104

107

105

130A

364

365

367

366

368

369

370

121

158

MO

NY

PH

AR

R S

T

PH

AR

R S

T

E 1

st S

T

E 4

TH

ST

MAPLE ST

E 4

TH

ST

CLOVER ST

GR

EE

NF

IEL

D A

VE

GL

EN

MO

RE

AV

E

BE

LK

NA

P S

T

WE

AT

HE

RF

OR

D S

T

PO

RT

LA

ND

AV

E

CA

RV

ER

AV

E

GILVEN ST

E 1

st S

T

HE

AT

HC

OT

E

ST

U P R R

CR

I&P

RR

CR

I&P

RR

CR

I&P R

R

GREENWAYPARK

121S-280

35S-121N

121SB

PGL @ 35WNB

EXIST GROUND

@ 35WNB

PGL @ 35WNB

EXIST GROUND

@ 35WNB WE

AT

HE

RF

OR

D S

T

PH

AR

R S

T

BE

LK

NA

P S

T

4T

H S

T

CR

I&

P R

R

BE

GIN

BR

IDG

E

ST

R N

O.

23

3

35

WN

B 9

13

+1

0.0

0

EN

D B

RID

GE

ST

R N

O.

23

3

35

WN

B 9

14

+2

0.0

0

BE

GIN

BR

IDG

E

ST

R N

O.

23

5

35

WN

B 9

20

+5

2.1

5

EN

D B

RID

GE

ST

R N

O.

23

5

35

WN

B 9

23

+3

2.1

5

BE

GIN

BR

IDG

E

35

WN

B 8

85

+4

1.0

0

EN

D B

RID

GE

35

WN

B 8

87

+0

1.0

0

BE

GIN

BR

IDG

E

35

WN

B 8

95

+4

8.0

0

EN

D B

RID

GE

35

WN

B 8

99

+4

8.0

0

CR

I&

P R

R

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’

VP

T 8

71

+7

5.0

0 E

L =

52

6.2

9’

VP

C 8

77

+9

5.0

0 E

L =

52

9.1

5’

VP

T 8

82

+0

5.0

0 E

L =

53

5.6

1’

VP

C 9

05

+8

0.0

0 E

L =

55

5.5

1’

VP

T 9

10

+6

0.0

0 E

L =

56

3.5

2’

VP

C 9

11

+3

5.0

0 E

L =

56

5.7

6’

VP

T 9

24

+6

5.0

0 E

L =

56

9.9

0’

VP

C 8

84

+1

0.0

0

EL

= 5

41.1

3’

VP

T 8

89

+9

0.0

0

EL

= 5

49.9

4’

VP

C 8

65

+7

5.0

0

EL

= 5

33.1

7’

530.3

3

52

8.2

0

526.2

5

525.2

5

524.3

8

524.3

3

524.6

8

524.9

5

52

4.9

0

524.9

5

525.0

3

524.9

4

524.5

5

52

4.9

6

52

5.6

9

526.0

5

527.5

8

532.0

5

534.6

3

536.9

2

536.3

5

521.4

4

522.5

4

521.9

8

520.5

7

51

9.9

6

519.7

5

519.2

4

520.9

3

533.8

2

52

4.0

1

521.0

5

521.2

2

530.4

7

53

0.1

6

51

8.5

9

518.4

5

518.7

8

51

9.4

6

52

0.1

1

520.7

8

52

4.6

1

526.5

8

527.3

7

529.3

8

531.9

8

534.9

8

538.0

8

529.2

8

523.3

2

546.8

3

549.4

2

55

2.4

6

556.1

3

55

9.6

6

56

3.6

1

55

5.6

1

525.7

2

56

5.3

0

573.0

2

57

2.7

6

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

535.2

4

53

2.5

0

530.1

4

528.3

3

527.0

4

52

6.3

0

52

6.0

9

52

6.4

0

52

6.8

6

527.3

3

52

7.7

9

528.2

5

52

8.7

1

529.1

8

529.9

4

531.2

4

53

3.0

9

535.4

8

538.1

7

54

0.8

6

54

3.3

9

54

5.5

1

547.2

3

548.5

5

549.4

7

549.9

8

550.3

3

550.6

8

551.0

3

551.3

8

551.7

3

552.0

8

552.4

3

552.7

8

553.1

3

553.4

8

553.8

3

554.1

8

554.5

3

554.8

8

555.2

3

55

5.5

9

556.3

3

55

7.6

1

559.4

4

561.8

3

56

4.7

1

56

7.6

1

570.1

4

57

2.2

6

573.9

8

57

5.3

0

57

6.2

1

576.7

3

576.8

4

576.5

4

575.8

5

574.7

5

57

3.2

6

571.3

5

569.0

8

Texas

Department

of Transportation

R

C 2012 By Texas Department of

Transportation,

All Rights Reserved

FORT WORTH DISTRICTTEXAS 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 CLASSIFICATIONDESIGN SPEEDROADWAY 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

3:0

7:1

9 P

M

G:\

2458_F

TW

-E

vergreen\W

A1-IH

35W

-south

\SE

G3A

\CA

DD

\EX

HIB

IT

S\P

ubli

cH

earin

g_M

AY

2012\S

EG

3A

_P

H_E

XH

05_100.D

GN

G:\

24

58

_F

TW

-E

verg

reen

\WA

1-IH

35

W-so

uth

\SE

G3

A\C

AD

D\P

LO

TT

IN

G\E

xh

ibit

_H

alf

Siz

e_

Aeria

l_P

DF

.plt

PL

T=

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. 4T

H S

T.

PH

AR

R S

T.

BE

LK

NA

P S

T.

IH 35W

WE

AT

HE

RF

OR

DS

T.

8500

(949)

87

00

(971)

12700

(1417)

12

10

0

(13

50

)

50100

(5591)

50100

(5591)

63

00

(703)

66000(7366)

11

00

(123)

19500

(2177)

4500

(503)

1000

(112)

11800

(1345)

12000

(1361)

9800

(1105)

9900

(1117)

15400

(1737)

9600

(1083)

CR

I&P

RR

N.T.S.

TRAFFIC DATA LINE DIAGRAM

IH 35WLEGEND

1000

(100)

2035 ADT

2035 DHV

NUMBER

OF LANES

1

1

46

3

2

2

1

4

2

21

44

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

20011800

200

1000

5300

200

200

100

100

8000100

1700

2200 100

300800

12000 1500

2000

2100

7900

LEGEND

10001000

=2035 ADT2010 ADT

PHARR ST

3600

64009900

400

200

400

200

7600

1500

7100

18003600

20003300

11001800

61009800

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

TENANTPARCEL 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

TENANTPARCEL 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’

SHLDRAMP

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

IH35WL

4%

2% TYP

2% TYP

2% TYP

2% TYP

2% TYP

2% TYP

50’

38’

28’

PGL

RAMP

PGL

PGL

PGL

PGL2.5 %

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 35WMLS30PGL 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

MANAGEDLANE

MANAGEDLANE

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-OC-O

2%FR PGL

VARIES

1.5%

(USUAL)

26’

14’

2’

C-O1’

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

56008200

4200

5700

5700

500800

17002700

7000

8800

58009400

8100

900600

380060002000

3300

8900 300400

61009800

41006500

12400 750011900

11100

13600

1090016900

12900

1390022300

IH 35W NB FR

121S-3

5N

IH 35W ML N

IH 35W ML S

35S-121N

IH 35W SB FR

BE

LK

NA

P S

T

WE

AT

HE

RF

OR

D S

T

121S

-280

121S

B

121N

B

280-1

21N

IH 35W NB

IH 35W SB

287-35N

35S-30

35S-280

IH 35W NB FR

IH 35W SB FR

LEGEND

10001000

=2035 ADT2010 ADT

960015400

64009900

62009600

BELKNAP/WEATHERFORD

600

1100

1200

600

400

4600

3800

3100

400

2100

6600800

600

800 2700

1400

1100

LEGEND

10001000

=2035 ADT2010 ADT

E 4TH ST

1300

54007800

4400

2900

4400

3200

6200

1700

31004900

24003700

SH 121 NB

IH 35W NB

IH 35W SB

35S-30

9100

121S-280

2500

121 SB

287-35N

MA

TC

H L

INE

ST

A 8

65+

00

INTERSTATE

35W

INTERSTATE

35W

SEE ROLL 8

FOR IH 35W MANAGED LANE

TO DOWNTOWN CONNECTORS

MA

TC

H L

INE

ST

A 9

25+

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

MA

TC

H L

INE

ST

A 9

25+

00

MA

TC

H L

INE

ST

A 8

65+

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 LIMITSAND POSSIBLE BENT/COLUMNLOCATIONS

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

TRAVELLANE(S)

SHOULDER

PROPOSED ACCESS DENIED

EXISTING ACCESS DENIED

PROPOSED SIDEWALKS

PROPERTY LINE

TRAFFIC DIRECTION

1

PR

OP

OS

ED

EX

IS

TIN

G

PR

OP

OS

ED

EX

IS

TIN

G

172C

PROPOSED RETAINING WALL

PROPOSED

NOISE

BARRIER

PROPOSED

NOISE

BARRIER

PROPOSED

NOISE

BARRIER

PROPOSED NOISE BARRIER LOCATION

PRELIMINARY-SUBJECT TO REVISION