TEXAS DEPARTMENT OF TRANSPORTATION FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD PRELIMINARY FOR INTERIM REVIEW ONLY P.E. NO. DATE NAME N.T.S. P.E. NO. DATE NAME LEGEND: DALLAS DISTRICT T XDO T DA LL A S D I S T R I C T R VERTICAL SCALE: HORIZONTAL SCALE: 30 20 10 0 40 400 300 200 100 0 TEXAS COUNTY MAP N.T.S. LOCATION MAP THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: MATTHEW G. CRAIG 69910 CHAD R. GARDINER 93793 EXISTING ROW EXISTING PROPERTY LIMITS POTENTIAL DISPLACEMENTS PROPOSED ROW PROPOSED EDGE OF PAVEMENT PROPOSED PRELIMINARY NOISE WALL PROPOSED BRIDGE BENT PROPOSED BRIDGE ABUTMENT EXISTING STORM SEWER DIRECTION OF TRAVEL PROPOSED CULVERT PROPOSED BRIDGE PROPOSED FRONTAGE ROAD PROPOSED CROSS STREET PROPOSED MAIN LANES PROPOSED RAMP EXISTING EASEMENT PROPOSED SIDEWALK PROPOSED ACCESS DENIAL PAVEMENT / BRIDGE TO BE REMOVED PROPOSED RETAINING WALL PROPOSED MANAGED LANES DALLAS COUNTY, TEXAS GARLAND AVE CENTERVILLE RD LA PRADA DR T O W N E A S T B L VD GREENVILLE AVE SKILLMAN ST PROPOSED CENTERLINE/BASELINE EXISTING 100 YR FLOODPLAIN LIMITS EXISTING BRIDGE TO REMAIN EXISTING PLANIMETRIC FEATURES EXISTING TOPOGRAPHIC CONTOURS (5-FT INTERVALS) GENERAL NOTES: 60 % D R A F T P r e li m i n a r y , S u b j ec t t o C h a ng e 04-19-2016 04-19-2016 HORIZONTAL ALIGNMENT DATA PROPERTY OWNERS EXISTING ROADWAY TO REMAIN STA 640+00 BEGIN CSJ: 2374-01-137 END CSJ: 2374-01-183 STA 468+00 CSJ: 2374-01-183 BEGIN I-635 PROJECT STA 1060+98 END CSJ: 2374-02-053 END I-635 PROJECT TEXAS DEPARTMENT OF TRANSPORTATION FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD PRELIMINARY FOR INTERIM REVIEW ONLY P.E. NO. DATE NAME N.T.S. P.E. NO. DATE NAME DALLAS DISTRICT T XDO T DA LL A S D I S T R I C T R VERTICAL SCALE: HORIZONTAL SCALE: 30 20 10 0 40 400 300 200 100 0 TEXAS COUNTY MAP N.T.S. LOCATION MAP THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: MATTHEW G. CRAIG 69910 CHAD R. GARDINER 93793 DALLAS COUNTY, TEXAS 04-19-2016 04-19-2016 C 2016 by Texas Department of Transportation all rights reserved R OYA L L N / M I LLE R R D JAMES K. SELMAN, P.E., DISTRICT ENGINEER GARLAND AVE CENTERVILLE RD LA PRADA DR T O W N E A S T B L V D GREENVILLE AVE SKILLMAN ST STA 640+00 BEGIN CSJ: 2374-01-137 END CSJ: 2374-01-183 STA 468+00 CSJ: 2374-01-183 BEGIN I-635 PROJECT STA 1060+98 END CSJ: 2374-02-053 END I-635 PROJECT R OYA L L N / M I LLE R R D C 2016 by Texas Department of Transportation all rights reserved JAMES K. SELMAN, P.E., DISTRICT ENGINEER STA 780+00 BEGIN CSJ: 2374-02-053 END CSJ: 2374-01-137 STA 780+00 BEGIN CSJ: 2374-02-053 END CSJ: 2374-01-137 DALLAS COUNTY APPRAISAL DISTRICT (FEBRUARY 2014). 12. OWNERSHIP INFORMATION SHOWN ON SCHEMATIC OBTAINED FROM WILL BE DEVELOPED DURING THE PS&E PHASE OF THE PROJECT. 11. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND FLOOD INSURANCE RATE MAPS 48113C0345J AND 48113C0485J (2001). 10. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON FEMA RAIL, BARRIER, OR WALL (UNLESS NOTED OTHERWISE). 9. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB, (UNLESS NOTED OTHERWISE). 8. CURBS ON FRONTAGE ROADS AND CROSS STREETS ARE TYPE II 7. SUPER ELEVATION AXIS OF ROTATION IS ABOUT THE PGL. RECONSTRUCTION WILL BE REMOVED (UNLESS NOTED OTHERWISE). 6. EXISTING PAVEMENT/BRIDGES LOCATED WITHIN LIMITS OF PROPOSED THE SAFETY TO THE TRAVELING PUBLIC IS NOT COMPROMISED. PROPERTY OWNERS AND AVOIDING LANDLOCK ISSUES AS LONG AS PROVIDING TRAFFIC IMPACT ANALYSIS (TIA) BY THE ADJACENT PROPERTY OWNERS. ACCESS DENIAL LIMITS MAY BE ADJUSTED BY FRONTAGE ROADS, AND MAINTAINING SAFE ACCESS TO ADJACENT THE TRAVELING PUBLIC, MAINTAINING LEVEL OF SERVICE ON THE 5. ACCESS DENIAL LIMITS ARE DETERMINED BY PROVIDING SAFETY TO DEVELOPED DURING PS&E DESIGN. 4. DRIVEWAY LOCATIONS ARE PRELIMINARY AND WILL BE FURTHER FINAL LOCATIONS TO BE DETERMINED DURING PS&E DEVELOPMENT. 3. SIDEWALK LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE. 2. TRAFFIC VOLUMES APPROVED BY TP&P ON XXXXXXXX XX, 2014. ON AERIAL SURVEYS DATED JANUARY 21, 2013 AND RECORD PLANS. 1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED TBPE FIRM #F-312 HALFF ASSOCIATES, INC. P.E. NO. DATE NAME 04-19-2016 TBPE FIRM #F-312 HALFF ASSOCIATES, INC. P.E. NO. DATE NAME 04-19-2016 PARCEL ID 100 PROPOSED ROW (BY OTHERS) DESIGN SCHEMATIC IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN FROM EAST OF US 75 TO SOUTH OF IH 30 DALLAS COUNTY, TEXAS CSJs: 2374-01-183, 2374-01-137, 2374-02-053 APRIL 2016 ROLL OF 23 DESIGN SCHEMATIC IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN FROM EAST OF US 75 TO SOUTH OF IH 30 DALLAS COUNTY, TEXAS CSJs: 2374-01-183, 2374-01-137, 2374-02-053 APRIL 2016 ROLL OF 23 PROPOSED TRAFFIC BARRIER PROPOSED DRAINAGE EASEMENT TEMPORARY CONSTRUCTION EASEMENT IH 30 E. OF US 75 TO S. OF IH 30 W. OF GUS THOMASSON RD TO E. OF GALLOWAY AVE * FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP PROFILES FOUND ON ROLLS 11 THROUGH 23. SCHEMATIC ROLLS: 60 MPH MANAGED LANES: BYPASS ROADS: 25 MPH 40 MPH AVERAGE DAILY TRAFFIC: 20 MPH TURNAROUNDS: FRONTAGE RD LOOP RAMPS/CONNECTORS: IH 30 E. OF US 75 TO S. OF IH 30 W. OF GUS THOMASSON RD TO E. OF GALLOWAY AVE * FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP PROFILES FOUND ON ROLLS 11 THROUGH 23. SCHEMATIC ROLLS: 60 MPH MANAGED LANES: BYPASS ROADS: 25 MPH 40 MPH AVERAGE DAILY TRAFFIC: 20 MPH TURNAROUNDS: FRONTAGE RD LOOP RAMPS/CONNECTORS: EXISTING ACCESS DENIAL 250,100 (2016) 340,700 (2036) 11.2 MILES 2.4 MILES NOTE: TRAFFIC PROJECTIONS ARE CURRENTLY UNDER DEVELOPMENT & WILL BE PROVIDED WITH 90% SUBMITTAL 340,700 (2036) 250,100 (2016) 11.2 MILES 2.4 MILES STA 156+68 END IH-30 IMPROVEMENTS STA 29+87 BEGIN IH-30 IMPROVEMENTS STA 156+68 END IH-30 IMPROVEMENTS STA 29+87 BEGIN IH-30 IMPROVEMENTS 2 . 5 % ( T Y P ) 2 . 5 % ( T Y P ) SH 10' LN 12' LN 12' LN 12' LN 12' LN 12' 10' SH SH 10' 12' LN LN 12' LN 12' LN 12' LN 12' EB GEN PURPOSE LNS WB GEN PURPOSE LNS SH 10' 80' 80' 2.0% 2' 1' 11' 14' LN LN LN SW 6' EB FRONT RD TYP 15' 1 EXIST ROW 2.0% 2' 1' 11' 14' LN LN LN SW 6' WB FRONT RD TYP 15' 1 EXIST ROW VAR VAR 2 . 5 % ( T Y P ) LN SH SH 10' LN 12' LN 12' LN 12' LN 12' LN 12' 10' SH EB GEN PURPOSE LNS H S 1 2 . 5 % ( T Y P ) SH 10' 12' LN LN LN 12' LN 12' LN 12' LN 12' SH 10' 0-12' 2.0% 2' 1' 11' 14' 28'-39' 80'-92' LN LN LN SW 6' WB GEN PURPOSE LNS WB FRONT RD TYP 15' VAR 1 1 2.0% 2' 11' 14' 1' 6' LN LN LN SW EB FRONT RD VAR 1 VAR 27' 12' 15'-35' C PIH635 L C PIH635 L 4' 2 . 5 % ( T Y P ) LN SH SH 10' LN 12' LN 12' LN 12' LN 12' LN 10' SH EB GEN PURPOSE LNS H S 2 . 5 % ( T Y P ) SH 10' 12' LN LN LN LN 12' LN 12' LN 12' SH 10' WB GEN PURPOSE LNS 26' 12' 14' LN 4' H S 8' SH EB RAMP 26' PGL 2.0% H S 4' LN 14' SH 8' WB RAMP 26' PGL 2.0% 1 C PIH635 L 4' 0-12' 0-12' 0-12' 68'-80' 68'-92' 26' H S 4' LN 12' SH 6' VAR PGL PGL PGL PGL LN SH H S 4' 28' 8' 14' ACCESS MAN LN 1' 1' LN SH H S 4' 28' 8' 14' ACCESS MAN LN 1' 1' CTB CTB CTB CTB CTB CTB CTB CTB 2.0% 2' 1' 11' 14' 28'-39' LN LN LN SW 6' EB FRONT RD TYP 15' 1 EXIST ROW PGL L B PWB635GP L B PWB635GP L B PWB635GP L B PEB635GP L B PEB635GP L B PEB635GP L B PWB635FR L B PWB635FR B PWB635FR L B PEB635FR L B PEB635FR L B PEB635FR L L B MRWE30DC L B MREX30DC L B MREX30DC L B MRWE30DC 1.5% 1.5% 1.5% 1.5% 1.5% 28'-39' 2.0% TYP 2.0% TYP 1 1 1 1 1 1 PGL PGL C PIH635 L 12' LN 12' LN 12' LN 12' LN SH 10' SH 10' WB GEN PURPOSE LNS 68' LN 12' LN 12' LN 12' LN 12' LN SH 10' SH 10' EB GEN PURPOSE LNS 68'-80' 0-12' 12' LN 12' LN 12' LN SH 4' H S 2' 11' 14' 1' 6' LN LN SW FRONT RD WB VAR 2.0% 2' 11' 14' 1' 6' LN LN SW PGL 1 FRONT RD EB 28' TYP 15' TO IH 30 ACCESS RAMP H S 4' 12' LN 12' LN 12' LN SH 48' VAR 6' 4' FROM IH 30 ACCESS RAMP PGL PGL PGL EXIST/PROP ROW EXIST ROW L B PEB635GP L B PWB635GP B PWB635FR L B PEB635FR L L B MREX30DC L B MRWE30DC 2 . 5 % ( T Y P ) 2 . 5 % ( T Y P ) 2.0% 2.0% 1.5% 1 1 LN 11' LN 11' LN 11' LN 11' LN 11' LN 11' LN 11' LN 11' L CTB 2.08% 2.08% EX ROW VARIES 444'-639' C IH635 SH 19' 1 SH 10' LN 11' SH 8' 1 SH 10' 73' EX PAVEMENT 73' EX PAVEMENT LN 11' LN 11' LN 11' LN 11' LN 11' LN 11' LN 11' L CTB 2.08% 2.08% EX ROW VARIES 393'-602' C IH635 SH 19' LN 11' SH 8' SH 10' SH 10' LN AUX LN AUX LN AUX 1 1 73'-84' EX PAVEMENT 73'-84' EX PAVEMENT NOTES: 4:1 MAX 6:1 DESIRABLE 3:1 MAX 4:1 DESIRABLE 1 2 3 EXIST ROW EXIST ROW EXIST ROW EXIST ROW 1' 12' 12' 10' SH LN LN 4' H S 1' 12' 12' LN LN 10' SH VAR VAR 40' 40' EB MAN LNS WB MAN LNS 1' 1' 80' 27' H S 4' 12' LN SH LN EB MAN LN WB MAN CTB PGL EXIST/PROP ROW EXIST/PROP ROW 1 1 VAR VAR 10' 10' 1' 1' 10' 10' LN EB MAN LN WB MAN 6'-30' 8' LN 28'-39' 2 . 5 % ( T Y P ) SH 10' LN LN 12' LN 12' LN 12' LN 12' LN 12' 10' SH EB GEN PURPOSE LNS 1 0-12' 2 . 5 % ( T Y P ) SH 10' 12' LN LN LN 12' LN 12' LN 12' LN 12' SH 10' 0-12' 80'-92' WB GEN PURPOSE LNS VAR 1 2.0% 2' 11' 14' 1' 6' LN LN LN SW PGL EB FRONT RD 15' TYP 1 VAR 2.0% 2' 2' LN LN SW 6' TYP 15' 1 EXIST ROW EXIST ROW 80'-92' L B PEB635GP L B PWB635GP L B PWB635FR B PEB635FR L 1.5% 1.5% 28'-39' PGL 12' 12' C PIH635 L 12' 10' SH LN LN LN LN 12' SH 10' 38' 38' 4' 4' EB MAN LNS WB MAN LNS 1' H S H S 4' 1' 1' 1' 2 . 5 % ( T Y P ) 2 . 5 % ( T Y P ) 2' 2' RD (EX) WB FRONT LN 28'-39' 14' 11' PGL PGL 8.63'-25' CANTILEVER WB GP LN 5.36'-36' CANTILEVER EB GP LN 2.0% 12' 12' 2 . 5 % ( T Y P ) 2 . 5 % ( T Y P ) PGL C PIH635 L 12' 10' SH LN LN LN LN 12' SH 10' SH 10' LN 12' LN 12' LN 12' LN LN 10' SH SH 10' 12' LN LN LN 12' LN 12' LN 12' SH 10' 2' 11' 14' 1' 2' 1' 11' 14' 38' 38' 6' LN LN LN LN LN SW SW 6' PGL 4' 4' EB GEN PURPOSE LNS EB FRONT RD EB MAN LNS WB MAN LNS WB GEN PURPOSE LNS 1 1 CTB 15' TYP TYP 15' H S H S L L B PWB635GP B PEB635GP L B PWB635FR B PEB635FR L 1.5% 12' 12' 12' VAR VAR 80' 80' PGL PGL EXIST ROW EXIST ROW 28' WB FR RD PGL 2.0% 1 1 1.5% 4'-8' 2'-15' 2'-39' 11' H S 4' 5'-6' 4'-5' 4'-8' 2'-4' 2'-4' 2.0% 2' 1' 11' 14' 28'-39' LN LN LN SW 6' WB FRONT RD TYP 15' VAR 1 1 PGL 1.5% CTB PGL PGL PGL PGL PGL PGL VAR EXIST/PROP ROW 4'-41' 48' 8' 2.0% 1 1 PGL 1.5% EB PGL CONTROLS FROM STA 803+66.48 TO STA 969+18.93 WB PGL CONTROLS FROM STA 803+92.68 TO STA 970+43.99 EB STA 875+35 TO STA 929+93 WB STA 875+35 TO STA 924+85 PROPOSED IH 635 EB PGL CONTROLS FROM STA 803+66.48 TO STA 969+18.93 WB PGL CONTROLS FROM STA 803+92.68 TO STA 970+43.99 STA 942+98 TO STA 963+68 PROPOSED IH 635 EB PGL CONTROLS FROM STA 803+66.48 TO STA 969+18.93 WB PGL CONTROLS FROM STA 803+92.68 TO STA 970+43.99 EB STA 963+68 TO STA 980+39 WB STA 963+68 TO STA 983+94 PROPOSED IH 635 EB PGL CONTROLS FROM STA 803+66.48 TO STA 969+18.93 WB PGL CONTROLS FROM STA 803+92.68 TO STA 970+43.99 EB STA 929+93 TO STA 937+06 WB STA 924+85 TO STA 937+06 PROPOSED IH 635 EB PGL CONTROLS FROM STA 803+66.48 TO STA 969+18.93 WB PGL CONTROLS FROM STA 803+92.68 TO STA 970+43.99 STA 937+06 TO STA 942+98 PROPOSED IH 635 EB STA 980+39 TO STA 1004+00 WB STA 983+94 TO STA 1004+00 PROPOSED IH 635 PROP ROW VARIES 366'-459' PROP ROW VARIES 366'-460' PROP ROW VARIES 466'-490' PROP ROW VARIES 404'-603' PROP ROW VARIES 458'-639' PROP ROW VARIES 456'-530' STA 971+00 TO STA 984+00 EXISTING IH 635 STA 984+00 TO STA 1016+00 EXISTING IH 635 WB MAIN LANES WB MAIN LANES EB MAIN LANES EB MAIN LANES COLUMN 3' DIAMETER BRIDGE 28'-39' 28'-39' 39' 51' 11' 14' LN 2.0% 1' 2.0% 11' LN 6' 2' LN 12' LN 51' 11' 14' LN 1' 11' LN 2' LN 12' LN 2' 24' 29' UTURN 2.0% 2' SW 1' 12' 13' PGL L C POAT 10' 10' SW 2' 14' 2' LN 13' 10' SW 2' SW 6' 1' LN LN SW 24'-43' 6' VAR LN VAR EXIST ROW 9'-30' BRIDGE STRUCTURE NOT SHOWN STA 14+75.77 TO STA 20+28.80 PROPOSED OATES DRIVE LN LN LN LN LN L C PGAL PGL 6'-17' 33'-50' SW SW LN LN 11' 11'-14' LN 11' 11' 11' 33'-50' 11' STA 22+47.20 TO STA 28+14.95 STA 10+96.20 TO STA 14+74.69 PROPOSED GALLOWAY AVENUE 0'-2' 0'-2' 0'-1' 0'-1' EXIST/PROP ROW VAR 10'-25' VAR 10'-29' EXIST/PROP ROW 1 1 LN LN PGL 33'-50' SW LN 11' 11'-14' LN 11' 0'-2' 0'-1' EXIST/PROP ROW VAR 10'-52' 1 51' 11' 14' LN 2.0% 1' 2.0% 11' LN 6' 2' LN 12' LN 51' 11' LN 1' 11' LN 12' LN 2' 24' 29' UTURN 2.0% 2' SW 1' 12' PGL L C PGAL 10' BRIDGE STRUCTURE NOT SHOWN STA 14+74.69 TO STA 22+47.20 PROPOSED GALLOWAY AVENUE 40' 11' 14' LN 2.0% 1' 2.0% 8' 2' LN 12' LN 40' 11' 14' LN 1' 2' LN 12' LN PGL L C PLPD 2.0% 2' 24' 28' UTURN 2' 25' 10' SW 5' 3' 4' 2' 24' 28' SW UTURN 2.0% 2' 1 3 12' 27' 5' 3' 4' 3 1 LN 11' LN 11' LN SW 11' LN 33'-43' LN 11' LN 11' LN 11' LN 33'-43' 6' SW 6' LN 11' LN 11' LN 24'-35' 11' LN 11' LN LN 24'-35' 4' SW 6' 1 . 56 % 1.56% 1' 1' 1' 1' 1' LN 11' LN LN 11' LN 11' LN LN 1 . 56 % 1.56% 10' 10' 33' 1' 1' 33'-44' 4'-15' LN 11' LN 11' LN SW 11' LN 33'-44' LN 11' LN 11' LN 11' LN 33'-44' 6' 4' SW 6' 1 . 56 % 1.56% STA 24+98.16 TO STA 28+42.63 STA 11+02.14 TO STA 20+43.19 EXISTING LA PRADA DRIVE STA 20+43.19 TO STA 24+98.16 EXISTING LA PRADA DRIVE LN LN LN LN LN LN LN 0'-1' 0'-10' VAR VAR 23'-33' 23'-34' 12' 15'-34' VAR EXIST ROW 10'-27' EXIST ROW VAR 10'-20' LN LN LN LN 24'-43' SW 6' STA 20+28.80 TO STA 23+90.67 STA 11+00.00 TO STA 14+75.77 EXISTING OATES DRIVE STA 14+75.77 TO STA 20+28.80 EXISTING OATES DRIVE STA 20+43.19 TO STA 24+98.16 PROPOSED LA PRADA DRIVE VAR VAR 4'-16' VAR EXIST ROW 10'-60' VAR 8'-64' EXIST ROW 1' 1' STA 22+47.20 TO STA 28+14.95 STA 10+96.20 TO STA 14+74.69 EXISTING GALLOWAY AVENUE VAR LN 4'-15' VAR EXIST ROW 10'-38' STA 14+74.69 TO STA 22+47.20 EXISTING GALLOWAY AVENUE LN LN LN L C POAT 6'-17' SW LN 11' 11' 33'-50' 0'-14' 11' 0'-1' 0'-2' EXIST/PROP ROW VAR 10'-47' 1 LN LN PGL 6'-29' SW LN 23'-50' LN 11' 0'-2' 0'-1' 11'-14' EXIST/PROP ROW TYP 15' 1 STA 20+28.80 TO STA 23+90.67 STA 11+00.00 TO STA 14+75.77 PROPOSED OATES DRIVE LN LN LN L C PLPD SW LN 11' 23'-50' 0'-2' 0'-1' 11'-14' EXIST/PROP ROW TYP 15' STA 24+98.16 TO STA 28+42.63 STA 11+02.14 TO STA 20+43.19 PROPOSED LA PRADA DRIVE 1 11'-14' GORE STRP V A R ( 2 . 0 % ) V A R ( 2 . 0 % ) V A R ( 2 . 0 % ) VA R ( 2 . 0 % ) VA R ( 2 . 0 % ) VA R ( 2 . 0 % ) 480 4 80 4 85 485 485 49 0 490 490 495 495 495 4 9 5 4 95 495 495 5 0 0 5 00 5 0 0 500 500 500 500 500 500 500 500 505 505 505 505 505 505 5 05 505 505 505 5 0 5 5 0 5 505 510 51 0 510 510 51 0 510 5 1 0 510 510 510 510 510 510 510 51 0 510 515 515 515 5 1 5 51 5 515 515 515 51 5 51 5 515 515 515 51 5 515 515 520 52 0 520 520 520 520 52 0 5 2 0 5 20 520 5 2 0 520 520 5 20 5 20 525 525 525 5 25 525 525 525 525 525 530 5 3 0 530 530 5 3 0 5 30 5 30 530 5 3 5 535 535 535 535 535 540 54 0 510 510 515 51 5 515 52 0 520 520 52 5 5 2 5 5 2 5 525 525 530 530 5 3 0 530 535 53 5 5 3 5 5 35 535 540 540 54 0 5 4 0 540 545 545 54 5 545 550 5 50 550 555 Pool Pool Pool Pool Pool Pool Pool Pool Pool Pool Pool Pool Pool Pool Pool Pool Pool T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T s s s s s s s s s s s T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE 273 404 390 397 323 333 387 344 291 394 335 386 334 331 399 401 321 393 337 392 395 330 327 308 317 338 364 388 336 332 315 340 329 347 318 328 309 307 316 325 343 326 345 322 324 320 305 311 314 319 313 300 301 302 303 3 0 4 310 299 353 349 3 0 6 312 350 352 355 342 341 541 542 543 544 10+00 15+00 20+00 25+00 1 0 + 0 0 1 5 + 0 0 10 + 0 0 15 + 0 0 20 + 0 0 2 5 + 0 0 10 + 00 15 + 00 10 + 00 15 + 00 2 0 + 00 10 + 0 0 15 + 00 20 + 0 0 10 + 00 15 + 00 20 + 00 25 + 00 1 0 + 0 0 15+00 20 + 00 25 + 00 10 + 0 0 1 5 + 0 0 20 + 00 2 5 + 00 30 + 0 0 35 + 00 40 + 00 45 + 0 0 50 + 0 0 55 + 00 915 + 00 9 2 0 + 00 9 2 5 + 0 0 930 + 00 935 + 00 940 + 00 9 45 + 0 0 9 50 + 00 955 + 00 9 6 0 + 0 0 965 + 00 9 7 0 + 00 9 7 5 + 00 9 80 + 0 0 985 + 00 990 + 0 0 9 9 5 + 0 0 10 + 00 15 + 0 0 20 + 00 25 + 00 30 + 0 0 35 + 00 40 + 00 4 5 + 0 0 50 + 0 0 5 5 + 00 60 + 00 10 + 00 15 + 00 20 + 00 10+00 15+00 20+00 10 + 00 15 + 0 0 20 + 00 25 + 00 30 + 00 910 + 00 915 + 00 920 + 00 925 + 00 930 + 00 935 + 00 940 + 00 94 5 + 0 0 950 + 00 9 5 5 + 0 0 9 6 0 + 00 965 + 00 9 70 + 0 0 975 + 00 980 + 00 98 5 + 0 0 990 + 00 910 + 00 915 + 0 0 920 + 00 925 + 0 0 930 + 0 0 9 35 + 0 0 940 + 0 0 945 + 00 9 5 0 + 0 0 955 + 00 960 + 00 9 6 5 + 0 0 97 0 + 00 975 + 00 980 + 00 985 + 00 99 0 + 0 0 910 + 00 9 1 5 + 0 0 9 20 + 00 9 2 5 + 0 0 93 0 + 0 0 935 + 00 940+00 9 45 + 00 9 50 + 00 955 + 00 9 60 + 0 0 965 + 0 0 970 + 00 975 + 00 980 + 00 98 5 + 00 910 + 00 915 + 00 920 + 00 92 5 + 0 0 930 + 00 9 3 5 + 0 0 940 + 00 945 + 00 950 + 00 955 + 00 9 60 + 00 965 + 00 970 + 00 97 5 + 00 980 + 00 985 + 00 990 + 00 10 + 00 15 + 00 20+00 25+00 10 + 00 15 + 0 0 20+00 2 5 + 0 0 30 + 0 0 35 + 0 0 40 + 00 10 + 00 15 + 00 2 0 + 00 W OODE D L AKE DR L A P R ADA DR OATE S DR W OOD M E ADO W P K W Y P I N E HU R S T L N A V E N GA LL O W AY 539.0 538.1 537.2 536.2 535.3 534.5 533.5 532.5 531.5 530.4 529.5 528.4 527.4 526.4 525.3 524.4 523.4 522.2 520.9 520.0 519.0 518.0 516.9 515.9 515.8 516.5 517.8 518.9 519.6 499.0 512.1 517.7 516.3 514.2 511.7 509.5 508.5 508.2 508.8 509.2 509.6 510.2 510.8 511.4 512.0 512.2 512.5 512.9 513.4 513.7 513.8 513.2 512.0 510.6 509.4 508.2 506.9 505.6 504.7 504.6 505.1 506.2 506.7 507.5 508.8 509.9 511.1 512.3 513.5 514.7 515.9 517.2 518.0 519.2 520.7 521.7 522.9 524.1 525.4 526.5 VPI STA = 915+00.00 EL = 508.53 (- ) 0 . 85 % (-) 1 . 01 % VPI STA = 928+00.00 EL = 495.39 (-) 1 . 01 % ( + ) 3 . 00 % L = 550.00 K = 137 ex = 2.76' VPI STA = 943+00.00 EL = 540.39 ( + ) 3 . 00 % (-) 2 . 9 7 % L = 910.00 K = 152 ex = -6.79' VPI STA = 952+75.00 EL = 511.44 ( -) 2 . 97 % ( + ) 0 . 50 % L = 500.00 K = 144 ex = 2.17' VPI STA = 959+75.00 EL = 514.94 ( + ) 0 . 50 % (-) 1 . 3 4 % L = 300.00 K = 163 ex = -0.69' VPI STA = 966+50.00 EL = 505.86 (-) 1 . 34 % (- ) 2 . 01 % L = 200.00 K = 301 ex = -0.17' VPI STA = 970+30.00 EL = 498.22 (- ) 2 . 01 % ( + ) 1 . 15 % L = 450.00 K = 142 ex = 1.78' VPI STA = 986+70.00 EL = 517.08 ( + ) 1 . 1 5 % ( + ) 2 . 74 % L = 250.00 K = 158 ex = 0.50' VPI STA = 990+50.00 EL = 527.48 ( + ) 2 . 7 4 % ( + ) 1 . 0 0 % L = 300.00 K = 173 ex = -0.65' VPC STA 938+45.00 EL=526.74 VPT STA 947+55.00 EL=526.88 VPC STA 950+25.00 EL=518.86 VPT STA 955+25.00 EL=512.69 VPC STA 958+25.00 EL=514.19 VPT STA 961+25.00 EL=512.92 VPC STA 965+50.00 EL=507.20 VPT STA 967+50.00 EL=503.85 VPC STA 968+05.00 EL=502.75 VPT STA 972+55.00 EL=500.81 VPT STA 987+95.00 EL=520.51 VPC STA 989+00.00 EL=523.38 511.93 511.08 510.23 509.38 508.53 507.52 506.51 505.50 504.49 503.48 502.47 501.46 500.45 499.44 498.43 497.62 497.52 498.15 499.51 501.60 504.39 507.39 510.39 513.39 516.39 519.39 522.39 525.39 528.30 530.61 532.26 533.26 533.60 533.29 532.32 530.70 528.42 525.54 522.57 519.60 516.83 514.73 513.32 512.60 512.58 513.06 513.56 514.06 514.39 514.12 513.24 511.91 510.57 509.22 507.88 506.49 504.81 502.85 501.15 500.16 499.87 500.29 501.33 502.48 503.63 504.78 505.93 507.08 508.23 509.38 510.53 511.68 512.83 513.98 515.13 516.38 518.19 520.64 523.38 525.83 EL=515.65 VPC STA 985+45.00 537.93 537.08 536.23 535.38 534.53 533.48 532.43 531.38 530.33 529.28 528.23 527.18 526.13 525.08 524.36 524.28 524.77 525.34 525.91 526.49 527.06 527.63 528.20 528.78 523.25 520.44 517.66 515.43 513.91 513.12 513.06 513.54 514.05 514.56 514.93 514.68 513.77 512.44 511.10 509.76 508.20 506.34 504.41 502.47 500.62 499.38 (-) 1 . 05 % VPI STA = 915+00.00 EL = 534.53 (-) 0 . 85 % VPI STA = 925+25.00 EL = 523.77 (-) 1 . 05 % ( + ) 0 . 57 % ex = 0.51' L = 250.00 K = 154 VPC STA 924+00.00 EL=525.08 VPT STA 926+50.00 EL=524.48 VPC STA 949+70.00 EL=518.47 VPT STA 954+30.00 EL=513.18 L = 460.00 K = 138 ex = 1.91' VPI STA = 952+00.00 EL = 512.00 (-) 2 . 81 % ( + ) 0 . 51 % L = 280.00 K = 152 ex = -0.65' VPT STA 960+15.00 EL=513.58 VPC STA 957+35.00 EL=514.74 EL = 515.45 VPI STA = 958+75.00 ( + ) 0 . 51 % (-) 1 . 3 4 % L = 200.00 K = 335 ex = -0.15' EL = 508.76 VPI STA = 963+75.00 (-) 1 . 34 % (-) 1 . 9 3 % VPC STA 962+75.00 EL=510.10 VPT STA 964+75.00 EL=506.83 L = 167.87 K = 142 ex = 0.25' EL = 499.86 VPI STA = 968+35.00 ( -) 1 . 9 3 % (-) 0 . 76 % VPC STA 967+51.07 EL=501.49 VPT STA 969+18.93 EL=499.23 SHIFT PEB635GP PGL 42' LT TO PIH635 PGL B PEB635GP STA 969+18.93, EL. 499.23' END PEB635GP PGL L EL=498.17 VPC STA 925+25.00 EL=503.64 VPT STA 930+75.00 537.93 537.08 536.23 535.38 534.53 533.68 532.83 531.98 531.13 530.28 529.43 528.58 527.73 526.88 526.03 525.18 524.33 523.48 522.92 522.94 523.55 524.44 525.34 526.23 527.13 528.03 513.62 514.13 514.64 515.02 514.82 514.01 512.60 510.70 508.77 506.83 504.89 502.96 501.04 499.63 VPI STA = 929+50.00 EL = 522.21 (-) 0 . 85 % ( + ) 0 . 90 % ex = 0.65' L = 300.00 K = 172 VPC STA 959+35.00 EL=514.81 VPT STA 963+35.00 EL=511.96 L = 400.00 K = 164 ex = -1.22' (-) 1 . 94 % VPI STA = 961+35.00 EL = 515.83 ( + ) 0 . 51 % VPI STA = 969+60.00 EL = 499.86 ( -) 1 . 94 % (- ) 0 . 76 % ex = 0.25' L = 167.95 K = 143 VPT STA 970+43.98 EL=499.23 VPC STA 968+76.02 EL=501.49 SHIFT PWB635GP PGL 42' RT TO PIH635 PGL B PWB635GP STA 970+43.99, EL. 499.23' END PWB635GP PGL L 539.0 512.78 538.78 538.78 PROPOSED IH 635 MANAGED AND GENERAL PURPOSE LANES (60 MPH) VPI STA = 941+00.00 EL = 532.50 ( + ) 0 . 90 % (- ) 2 . 19 % L = 550.00 K = 178 ex = -2.12' VPT STA 943+75.00 EL=526.47 VPC STA 948+75.00 EL=515.51 (-) 2 . 1 9 % ( + ) 0 . 5 1 % VPI STA = 951+00.00 EL = 510.58 L = 450.00 K = 167 ex = 1.52' VPT STA 953+25.00 EL=511.72 528.92 529.82 530.55 530.75 530.38 529.45 527.96 525.93 523.73 521.54 519.35 517.16 514.98 513.24 512.10 511.56 511.61 512.10 512.61 513.12 STA 937+54 BEGIN BRIDGE L L B PLPD STA 22+95.37, EL=503.98' C PIH635 STA 939+14.97 = PROP LA PRADA DR L L C POAT 17+44.45, EL=527.55' C PIH635 STA, 971+23.82= PROP OATES DR L L C PGAL 18+74.92, EL=544.52' C PIH635 STA, 983+65.10= PROP GALLOWAY AVE STA 937+19 BEGIN BRIDGE STA 937+72 BEGIN BRIDGE MIN.CLR. 16'10" MIN.CLR. 16'6" 5.50' BRIDGE DEPTH L L EL. 546.01' B MRWE30DC STA 25+93.38, B PWB635GP STA 954+76.57= L L EL. 549.18' B MREX30DC STA 26+93.43, B PEB635GP STA 953+49.86= MIN.CLR. 17'2" L = 200.00 K = 228 ex = 0.22' VPC STA 939+00.00 EL=534.71 L = 650.00 K = 153 ex = -3.46' ( + ) 1 . 45 % VPI STA = 935+50.00 EL = 529.64 ( + ) 0 . 57 % ( - ) 2 . 81 % VPI STA = 942+25.00 EL = 539.42 ( + ) 1 . 45 % 526.06 528.88 531.61 533.76 535.26 536.11 536.30 535.83 529.40 530.42 531.81 533.26 534.71 EL=529.06 VPC STA 934+50.00 EL=531.09 VPT STA 936+50.00 STA 944+75 END BRIDGE EL=530.28 VPT STA 945+50.00 VPC STA 938+25.00 EL=530.04 STA 946+18 END BRIDGE STA 945+50 END BRIDGE MIN.CLR. 17'2" 2:1 2:1 2:1 3:1 16'8" MIN.CLR. 3:1 3:1 16'9" MIN.CLR. OVER DEPRESSED MANAGED LANES IH 635 GENERAL PURPOSE LANES CANTILEVER (3.00' BRIDGE DEPTH) OVER IH 635 MANAGED LANES EB GP LANES CANTILEVERED (4.29' BRIDGE DEPTH) OVER IH 635 MANAGED LANES WB GP LANES CANTILEVERED (4.29' BRIDGE DEPTH) OVER IH 635 MANAGED LANES EB GP LANES CANTILEVERED (3.00' BRIDGE DEPTH) OVER IH 635 MANAGED LANES WB GP LANES CANTILEVERED MIN.CLR. 17'6" EL=523.48 VPC STA 928+00.00 EL=523.55 VPT STA 931+00.00 NOTE 1: ALL BENTS CANTILEVERED OVER THE DEPRESSED MANAGED LANE SECTION ARE INVERTED T'S WITH A DEPTH OF 2.5' HW100 = 491.72 LA PRADA GALLOWAY AVE. N. OATES DR. EXIST EL. PROP PIH635 PGL AT PIH635 PGL EX GROUND PROP PIH635 PGL L CSJ 2374-02-053 C PIH635 STA 910+00 MATCH LINE SHEET 6 L CSJ 2374-02-053 C PIH635 STA 991+00 MATCH LINE SHEET 8 7 470 480 490 500 510 520 530 540 550 560 570 580 590 PROP PIH635 PGL CSJ 2374-02-053 MATCH LINE SHEET 6 STA 910+00 CSJ 2374-02-053 MATCH LINE SHEET 8 STA 991+00 470 480 490 500 510 520 530 540 550 560 570 580 590 460 60 % D R A F T P r e li m i n a r y , S ub j e c t t o C h a ng e N 7 C PIH635 L L PWB635FR-B-3 PWB635FR-B-4 PWB635FR-B-5 PWB635FR-B-6 PWB635FR-B-7 PWB635FR-B-8 PWB635FR-B-9 PWB635FR-B-10 PWB635FR-B-11 PRWELPD-1 PRWELPD-2 PRWELPD-3 PRWELPD-4 B PRWELPD L B PWB635GP L PWB635GP-27 PWB635GP-28 PWB635GP-29 PWB635GP-30 PWB635GP-31 PRWEOAT-1 PRWEOAT-2 PRWEOAT-3 PRWEOAT-4 PRWEOAT-5 PRWEOAT-6 PRWEOAT-7 PRWEOAT-8 B PRWEOAT L C PLPD L PLPD-1 PLPD-2 MRWE30DC-1 MRWE30DC-2 MRWE30DC-3 MRWE30DC-4 MRWE30DC-5 MRWE30DC-7 MRWE30DC-8 B MRWE30DC L B PRWXLPD L PRWXLPD-1 PRWXLPD-2 PRWXLPD-4 C POAT L MRWE30DC-6 PDW30N635-1 PDW30N635-2 PDW30N635-3 B PDW30N635 L C PGAL L B PEB635GP L PEB635GP-28 PEB635GP-29 PEB635GP-30 PREXLPD-1 PREXLPD-2 B PREXLPD L B PEB635FR L PEB635FR-48 PEB635FR-49 PEB635FR-50 PEB635FR-51 PEB635FR-52 PEB635FR-59 PREXOAT-1 PREXOAT-3 B PREXOAT L C PWMP PWMP-1 L C PPNH L B PREELPD L PREELPD-3 PREELPD-5 PREELPD-6 MREX30DC-1 MREX30DC-2 MREX30DC-3 MREX30DC-4 MREX30DC-5 B MREX30DC L B PDS635W30 L PDS635W30-1 PDS635W30-2 EX ROW EX ROW EX ROW EX ROW EX ROW EX ROW PROP ROW PROP ROW PROP ROW PROP ROW L L L L L L L L L C PGAL STA 28+14.95 END CONSTRUCTION N GALLOWAY AVE C PGAL STA 10+96.46 BEGIN CONSTRUCTION N GALLOWAY AVE PGAL STA 18+74.92 PIH635 STA 983+65.10 (SIGNALIZED INTERSECTION) PGAL STA 22+47.20 PWB635FR-B STA 990+42.14 C POAT STA 11+00.00 BEGIN CONSTRUCTION OATES DR C POAT STA 23+90.67 END CONSTRUCTION OATES DR (SIGNALIZED INTERSECTION) POAT STA 20+28.80 PWB635FR-B STA 973+32.83 C PPNH STA 13+00.00 END CONSTRUCTION PINEHURST LN C PPNH STA 10+00.00 BEGIN CONSTRUCTION PINEHURST LN C PLPD STA 11+02.14 BEGIN CONSTRUCTION LA PRADA DR C PLPD STA 28+42.24 END CONSTRUCTION LA PRADA DR (SIGNALIZED INTERSECTION) PLPD STA 24+98.16 PWB635FR-B STA 941+56.40 PLPD STA 22+95.37 PIH635 STA 939+14.98 C PWMP STA 12+00.00 BEGIN CONSTRUCTION WOODMEADOW PKWY CONNECTION TO EB FRONTAGE RD CLOSE CLUB ESTATE PLACE PIH635-25 PIH635-26 PIH635-27 PIH635-28 PIH635-29 PIH635-30 PEB635FR-53 PEB635FR-54 PEB635FR-55 PEB635FR-56 PEB635FR-57 PEB635FR-58 PREXOAT-2 PREXOAT-4 PREELPD-1 PREELPD-2 MREX30DC-6 MREX30DC-7 MREX30DC-8 MREX30DC-9 MREX30DC-10 MRWE30DC-9 PRWXLPD-3 (SIGNALIZED INTERSECTION) PGAL STA 14+74.69 PEB635FR STA 977+20.20 B PWB635FR-B 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 910+00 PROP PWB635GP PGL PROP PEB635GP PGL PROP PEB535GP PGL PROP PWB535GP PGL TRAFFIC DIAGRAM 527.69 527.7 LA PRADA OATES DR. TAYLOR H. PERRINE 116960 TAYLOR H. PERRINE 116960 UNDER CONSTRUCTION PROP NOISE WALL EXIST ROW TRAIL (BY OTHERS) LONG BRANCH CREEK PROP ROW LONG BRANCH CREEK TRAIL (BY OTHERS) USE PATHWAY (BY OTHERS) CONNECT TO FUTURE SHARED PREXLPD-3 PREXLPD-4 PREELPD-4 (SIGNALIZED INTERSECTION) PLPD STA 20+43.19 PEB635FR STA 937+48.52 PWMP STA 18+42.73 PLPD STA 18+42.65 PLPD STA 21+93.87 PEB635GP STA 939+08.95 PLPD STA 23+67.44 PWB635GP STA 939+32.17 SUPERELEVATION 2-7'X6' MBC REMOVE EXIST 1-10'X10' MBC PROP 6-10'X7' MBC REMOVE EXIST 6-10'X7' MBC REMOVE EXIST PROP DRAINAGE EASEMENT PROP DRAINAGE EASEMENT PROP DRAINAGE EASEMENT EASEMENT PROP DRAINAGE 5-48" RCP REMOVE EXIST 4-48" RCP REMOVE EXIST 1-8'X7' MBC PROP 1-7'X6' MBC PROP TO BE REMOVED EX DRIVEWAY TYPICAL SECTIONS DENIAL OF ACCESS BEGIN PROPOSED DENIAL OF ACCESS END PROPOSED DENIAL OF ACCESS END PROPOSED DENIAL OF ACCESS BEGIN PROPOSED END PROP NOISE WALL NOISE WALL BEGIN PROP END PROP NOISE WALL BEGIN PROP NOISE WALL END PROP NOISE WALL NOISE WALL END PROP WALL BEGIN PROP NOISE END PROP NOISE WALL BEGIN PROP NOISE WALL NOISE WALL END PROP NOISE WALL BEGIN PROP ID # SITE ADDRESS OWNER OCCUPANT 291 10800 LBJ FWY TEXAS UTILITIES ELEC CO LINE OVERHEAD TRANSMISSION 299 1213 ROCKLEDGE DR REED DON RESIDENTIAL SINGLE FAMILY 300 1217 ROCKLEDGE DR TAH HOLDING LP RESIDENTIAL SINGLE FAMILY 301 1221 ROCKLEDGE DR MORALES RACHEL RESIDENTIAL SINGLE FAMILY 302 1225 ROCKLEDGE DR GARCIA JACLYN JANETTE RESIDENTIAL SINGLE FAMILY 303 1229 ROCKLEDGE DR ARRIAGA JESUS A RESIDENTIAL SINGLE FAMILY 304 1301 ROCKLEDGE DR YOUNG PATRICIA RESIDENTIAL SINGLE FAMILY 305 1305 ROCKLEDGE DR MONTEMAYOR ALFREDO RESIDENTIAL SINGLE FAMILY 306 1309 ROCKLEDGE DR MALDONADO JESUS M RESIDENTIAL SINGLE FAMILY 307 1313 ROCKLEDGE DR MENDEZ LUZ MARIA RESIDENTIAL SINGLE FAMILY 308 1125 SPRINGLAKE DR GARLAND CITY OF GRISSOM PARK 309 1401 PARK EAST DR ROMERO JESUS RESIDENTIAL SINGLE FAMILY 310 1405 PARK EAST DR ROSADO JOSE & ANGELA RESIDENTIAL SINGLE FAMILY 311 1409 PARK EAST DR GARCIA JOSE G & RESIDENTIAL SINGLE FAMILY 312 1413 PARK EAST DR YORK LARRY DON & THELMA RESIDENTIAL SINGLE FAMILY 313 1417 PARK EAST DR WIGGINS DALLASJR RESIDENTIAL SINGLE FAMILY 314 1421 PARK EAST DR ZIMDARAS RODNEY GORDON RESIDENTIAL SINGLE FAMILY 315 1425 PARK EAST DR ANDERSON DAVID RESIDENTIAL SINGLE FAMILY 316 1433 PARK EAST DR PRICE ROY L RESIDENTIAL SINGLE FAMILY 317 117 RAVENCROFT DR GARLAND CITY OF WHITE PARK 318 1501 HERITAGE DR CLAWSON KELLY RESIDENTIAL SINGLE FAMILY 319 1505 HERITAGE DR RODRIGUEZ ALEJANDRO ORTIZ & RESIDENTIAL SINGLE FAMILY 320 1509 HERITAGE DR REDFEARN ARTHUR WAYNE & RESIDENTIAL SINGLE FAMILY 321 2200 LA PRADA DR CROSSROADS CHURCH OF THE VACANT 322 1513 HERITAGE DR TAYLOR PAPILLION ZACHARY & SANDRA RESIDENTIAL SINGLE FAMILY 323 1901 PINEHURST LN CLUB LP 2012 WESCO GATEWAY II COUNTRY COUNTRY CLUB APARTMENTS 324 1517 HERITAGE DR OLGUIN ROGELIO & RESIDENTIAL SINGLE FAMILY 325 1521 HERITAGE DR SOLIS FRANCISCO RESIDENTIAL SINGLE FAMILY 326 1525 HERITAGE DR PAREDES PERLA RESIDENTIAL SINGLE FAMILY 327 1751 OATES DR TEXAS STATE OF POWER LINES 328 1529 HERITAGE DR SPENCE SHARON G RESIDENTIAL SINGLE FAMILY 329 1533 HERITAGE DR MENCHU LORENZO R RESIDENTIAL SINGLE FAMILY 330 1751 OATES DR TEXAS UTILITIES ELEC CO POWER LINES 331 1900 PINEHURST LN KNANAYA CATHOLIC ASSOC OF CHURCH NEW LIFE FELLOWSHIP 332 1537 HERITAGE DR MURCIA MARIO E RESIDENTIAL SINGLE FAMILY 333 2101 PINEHURST LN LP 2012 WESCO GATEWAY II PINEHURST PINEHURST PLACE 334 5304 N GALLOWAY AVE CBOCS TEXAS LIMITED CRACKER BARREL 335 15300 LBJ FWY BLI REAL ESTATE INC LAND ONLY 336 2207 OATES DR DALLAS DIAMONDS INC DALLAS DIAMONDS INC 337 5115 N GALLOWAY AVE ROFFINO CONSTRUCTION CO LBJ OATES OFFICE CENTER 338 2212 OATES DR PREMCO USA LLC EXXON 340 16200 LBJ FWY SHADCO INC VACANT 341 4501 CLUB ESTATES PL MURPHY RICHARD W RESIDENTIAL SINGLE FAMILY 342 4505 CLUB ESTATES PL JOHNSON LINDA RESIDENTIAL SINGLE FAMILY 343 4509 CLUB ESTATES PL MCCARTT MARY C RESIDENTIAL SINGLE FAMILY 344 15330 LBJ FWY TPLP OFFICE PARK PPTIES P S BUSINESS CENTER 345 2201 BOCA RATON MENDOZA EFRAIN & RESIDENTIAL SINGLE FAMILY 347 4428 OCEAN REEF FIELDER C C & DIANE RESIDENTIAL SINGLE FAMILY 349 4424 OCEAN REEF BUDAHELYI MONICA RESIDENTIAL SINGLE FAMILY 350 4420 OCEAN REEF FERNANDEZ ALFREDO RESIDENTIAL SINGLE FAMILY 352 4416 OCEAN REEF ANDERSON LELAND D RESIDENTIAL SINGLE FAMILY 353 4412 OCEAN REEF RAMIREZMELGOZA RAYMUNDO RESIDENTIAL SINGLE FAMILY 355 4408 OCEAN REEF MOULDER JOAN C RESIDENTIAL SINGLE FAMILY 364 1470 OATES DR TEXAS UTILITIES ELEC CO POWER LINES 386 15900 LBJ FWY MESQUITE AUTOMOTIVE MAZDA OF MESQUITE 387 1919 OATES DR RRREI LP SOUTHWEST KIA 390 1805 OATES DR SHERRON ASSOC FUND LTD OATES CREEK APTS 392 16160 LBJ FWY TEE FORE PROPERTIES LLC VACANT 393 16080 LBJ FWY LBJ ANCILLARY LTD PIZZA HUT 394 1751 OATES DR TEXAS UTILITIES ELEC CO POWER LINES BASELINE BEGIN TRANSITION END TRANSITION STA e STA e PEB635GP (60 MPH) 923+72.00 -2.50% 925+06.00 -3.50% 949+32.00 -3.50% 950+66.00 -2.50% PWB635GP (60 MPH) 922+10.00 2.50% 931+04.00 -4.20% 949+07.00 -4.20% 958+01.00 2.50% PIH635 (EB) (60 MPH) 928+30.00 -2.50% 929+44.00 -4.10% 949+17.00 -4.10% 949+81.00 -2.50% PIH635 (WB) (60 MPH) 925+46.00 2.50% 930+16.00 -4.10% 948+57.00 -4.10% 951+21.00 2.50% MREX30DC (40 MPH) 15+85.00 -4.10% 16+24.00 -2.50% 22+35.00 -2.50% 22+48.00 -2.00% 24+74.00 -2.00% 25+52.00 -5.20% 27+76.00 -5.20% 28+54.00 -2.00% 28+60.00 -2.00% 30+32.00 5.10% 33+05.00 5.10% 34+77.00 -2.00% ROLL 7 BASELINE CURVE P.I. STA DELTA RADIUS (FT) LENGTH (FT) TANGENT (FT) CURVE LENGTH CHORD BEARING (FT) CHORD LENGTH P.C. STA P.T. STA BACK TANGENT AHEAD TANGENT (40 MPH) MREX30DC MREX30DC-1 11+87.09 10° 41' 18.82" (RT) 2000.00 187.09 373.10 S 26° 16' 41.47" E 372.56 10+00.00 13+73.10 S 31° 37' 20.88" E S 20° 56' 02.06" E MREX30DC-2 19+34.53 10° 43' 39.33" (RT) 3248.00 304.96 608.13 S 15° 34' 12.40" E 607.24 16+29.58 22+37.71 S 20° 56' 02.06" E S 10° 12' 22.73" E MREX30DC-3 26+64.34 12° 19' 09.47" (RT) 1190.00 128.43 255.86 S 4° 02' 48.00" E 255.37 25+35.91 27+91.78 S 10° 12' 22.73" E S 2° 06' 46.74" W MREX30DC-4 31+69.69 16° 18' 22.67" (LT) 1200.00 171.92 341.52 S 6° 02' 24.60" E 340.37 29+97.77 33+39.29 S 2° 06' 46.74" W S 14° 11' 35.93" E MREX30DC-5 37+58.50 2° 53' 36.09" (LT) 5300.00 133.85 267.64 S 15° 38' 23.98" E 267.61 36+24.65 38+92.29 S 14° 11' 35.93" E S 17° 05' 12.03" E MREX30DC-6 40+81.66 5° 42' 21.27" (RT) 3800.00 189.37 378.43 S 14° 14' 01.39" E 378.27 38+92.29 42+70.72 S 17° 05' 12.03" E S 11° 22' 50.76" E MREX30DC-7 47+72.31 4° 39' 13.26" (RT) 3770.00 153.19 306.21 S 9° 03' 14.13" E 306.12 46+19.13 49+25.33 S 11° 22' 50.76" E S 6° 43' 37.50" E MREX30DC-8 51+12.88 4° 01' 49.91" (LT) 5330.00 187.55 374.94 S 8° 44' 32.45" E 374.87 49+25.33 53+00.28 S 6° 43' 37.50" E S 10° 45' 27.40" E MREX30DC-9 54+96.14 3° 36' 15.60" (LT) 5300.00 166.76 333.41 S 12° 33' 35.20" E 333.35 53+29.38 56+62.79 S 10° 45' 27.40" E S 14° 21' 43.00" E MREX30DC-10 57+82.36 3° 36' 15.60" (RT) 3800.00 119.56 239.05 S 12° 33' 35.20" E 239.01 56+62.79 59+01.84 S 14° 21' 43.00" E S 10° 45' 27.40" E (40 MPH) MRWE30DC MRWE30DC-1 10+77.97 2° 21' 03.40" (LT) 3800.00 77.97 155.92 S 30° 23' 49.45" E 155.91 10+00.00 11+55.92 S 29° 13' 17.75" E S 31° 34' 21.15" E MRWE30DC-2 13+23.88 11° 17' 06.37" (RT) 1700.00 167.96 334.84 S 25° 55' 47.97" E 334.29 11+55.92 14+90.76 S 31° 34' 21.15" E S 20° 17' 14.78" E MRWE30DC-3 18+11.81 10° 04' 52.05" (RT) 3640.00 321.06 640.45 S 15° 14' 48.76" E 639.63 14+90.76 21+31.21 S 20° 17' 14.78" E S 10° 12' 22.73" E MRWE30DC-4 25+50.10 10° 32' 20.98" (LT) 1500.00 138.35 275.91 S 15° 28' 33.22" E 275.53 24+11.75 26+87.67 S 10° 12' 22.73" E S 20° 44' 43.71" E MRWE30DC-5 31+18.23 6° 51' 40.12" (RT) 1500.00 89.92 179.62 S 17° 18' 53.66" E 179.52 30+28.31 32+07.93 S 20° 44' 43.71" E S 13° 53' 03.60" E MRWE30DC-6 39+22.30 2° 30' 12.84" (RT) 11206.00 244.86 489.65 S 12° 37' 57.18" E 489.61 36+77.43 41+67.09 S 13° 53' 03.60" E S 11° 22' 50.76" E MRWE30DC-7 51+24.69 3° 36' 51.63" (LT) 3768.00 118.89 237.69 S 13° 11' 16.58" E 237.65 50+05.80 52+43.50 S 11° 22' 50.76" E S 14° 59' 42.39" E MRWE30DC-8 56+35.14 8° 27' 08.30" (RT) 5300.00 391.64 781.86 S 10° 46' 08.24" E 781.15 52+43.50 60+25.35 S 14° 59' 42.39" E S 6° 32' 34.09" E MRWE30DC-9 61+10.81 2° 34' 35.92" (LT) 3800.00 85.46 170.89 S 7° 49' 52.05" E 170.88 60+25.35 61+96.24 S 6° 32' 34.09" E S 9° 07' 10.01" E (40 MPH) PDS635W30 PDS635W30-1 11+59.48 4° 48' 23.01" (RT) 3800.00 159.48 318.77 S 8° 58' 39.25" E 318.68 10+00.00 13+18.77 S 11° 22' 50.76" E S 6° 34' 27.75" E PDS635W30-2 15+12.34 4° 10' 59.66" (LT) 5300.00 193.57 386.96 S 8° 39' 57.57" E 386.87 13+18.77 17+05.73 S 6° 34' 27.75" E S 10° 45' 27.40" E (40 MPH) PDW30N635 PDW30N635-1 11+26.04 3° 47' 57.73" (LT) 3800.00 126.04 251.98 S 13° 16' 49.62" E 251.94 10+00.00 12+51.98 S 11° 22' 50.76" E S 15° 10' 48.49" E PDW30N635-2 14+27.77 3° 47' 57.73" (RT) 5300.00 175.79 351.45 S 13° 16' 49.62" E 351.39 12+51.98 16+03.43 S 15° 10' 48.49" E S 11° 22' 50.76" E PDW30N635-3 21+13.68 3° 30' 43.75" (RT) 12092.00 370.73 741.22 S 9° 37' 28.89" E 741.11 17+42.95 24+84.18 S 11° 22' 50.76" E S 7° 52' 07.01" E (40 MPH) PEB635FR PEB635FR-48 913+19.10 2° 33' 45.21" (RT) 2000.00 44.73 89.45 S 43° 54' 44.39" E 89.44 912+74.37 913+63.82 S 45° 11' 37.00" E S 42° 37' 51.78" E PEB635FR-49 914+08.55 2° 33' 45.21" (LT) 2000.00 44.73 89.45 S 43° 54' 44.39" E 89.44 913+63.82 914+53.27 S 42° 37' 51.78" E S 45° 11' 37.00" E PEB635FR-50 931+16.64 22° 56' 26.75" (RT) 2740.00 555.98 1,097.07 S 33° 43' 23.62" E 1089.76 925+60.66 936+57.73 S 45° 11' 37.00" E S 22° 15' 10.25" E PEB635FR-51 942+42.16 12° 49' 16.61" (RT) 1000.00 112.36 223.77 S 15° 50' 31.94" E 223.31 941+29.81 943+53.58 S 22° 15' 10.25" E S 9° 25' 53.64" E PEB635FR-52 943+90.15 4° 11' 19.74" (LT) 1000.00 36.57 73.11 S 11° 31' 33.51" E 73.09 943+53.58 944+26.69 S 9° 25' 53.64" E S 13° 37' 13.38" E PEB635FR-53 949+86.61 6° 05' 23.85" (LT) 1000.00 53.20 106.29 S 16° 39' 55.30" E 106.24 949+33.42 950+39.71 S 13° 37' 13.38" E S 19° 42' 37.23" E PEB635FR-54 951+17.09 8° 51' 00.03" (RT) 1000.00 77.38 154.46 S 15° 17' 07.22" E 154.31 950+39.71 951+94.17 S 19° 42' 37.23" E S 10° 51' 37.20" E PEB635FR-55 956+93.79 3° 19' 58.73" (LT) 2000.00 58.19 116.34 S 12° 31' 36.57" E 116.33 956+35.60 957+51.95 S 10° 51' 37.20" E S 14° 11' 35.93" E PEB635FR-56 962+40.83 6° 25' 06.55" (RT) 2000.00 112.14 224.05 S 10° 59' 02.66" E 223.93 961+28.69 963+52.73 S 14° 11' 35.93" E S 7° 46' 29.38" E PEB635FR-57 964+15.69 3° 36' 21.38" (LT) 2000.00 62.96 125.87 S 9° 34' 40.07" E 125.85 963+52.73 964+78.61 S 7° 46' 29.38" E S 11° 22' 50.76" E PEB635FR-58 976+33.59 2° 18' 38.43" (RT) 2000.00 40.33 80.66 S 10° 13' 31.55" E 80.65 975+93.25 976+73.91 S 11° 22' 50.76" E S 9° 04' 12.33" E PEB635FR-59 981+10.93 4° 44' 30.19" (LT) 2000.00 82.81 165.52 S 11° 26' 27.43" E 165.47 980+28.12 981+93.64 S 9° 04' 12.33" E S 13° 48' 42.53" E (60 MPH) PEB635GP PEB635GP-28 937+53.53 32° 47' 08.23" (RT) 4310.00 1267.91 2,466.26 S 28° 47' 58.21" E 2432.75 924+85.62 949+51.87 S 45° 11' 32.32" E S 12° 24' 24.09" E PEB635GP-29 961+63.45 2° 33' 45.02" (LT) 11100.00 248.26 496.44 S 13° 41' 16.60" E 496.40 959+15.19 964+11.63 S 12° 24' 24.09" E S 14° 58' 09.11" E PEB635GP-30 966+65.36 3° 35' 18.35" (RT) 8100.00 253.73 507.30 S 13° 10' 29.93" E 507.22 964+11.63 969+18.93 S 14° 58' 09.11" E S 11° 22' 50.76" E (60 MPH) PIH635 PIH635-25 920+65.12 1° 39' 14.56" (RT) 12000.00 173.22 346.42 S 44° 21' 55.04" E 346.41 918+91.89 922+38.32 S 45° 11' 32.32" E S 43° 32' 17.76" E PIH635-26 924+11.54 1° 39' 14.56" (LT) 12000.00 173.22 346.42 S 44° 21' 55.04" E 346.41 922+38.32 925+84.74 S 43° 32' 17.76" E S 45° 11' 32.32" E PIH635-27 939+61.26 34° 59' 09.59" (RT) 3298.00 1039.41 2,013.83 S 27° 41' 57.53" E 1982.69 929+21.84 949+35.67 S 45° 11' 32.32" E S 10° 12' 22.73" E PIH635-28 959+46.22 4° 21' 10.10" (LT) 11100.00 421.84 843.28 S 12° 22' 57.79" E 843.07 955+24.38 963+67.66 S 10° 12' 22.73" E S 14° 33' 32.84" E PIH635-29 966+75.61 3° 10' 42.08" (RT) 11100.00 307.95 615.75 S 12° 58' 11.80" E 615.67 963+67.66 969+83.40 S 14° 33' 32.84" E S 11° 22' 50.76" E PIH635-30 989+72.32 2° 07' 28.94" (RT) 12000.00 222.52 445.00 S 10° 19' 06.29" E 444.97 987+49.79 991+94.79 S 11° 22' 50.76" E S 9° 15' 21.82" E PLBTRL (TRAIL) PLBTRL-1 17+42.69 50° 02' 27.66" (LT) 100.00 46.67 87.34 S 71° 12' 55.52" E 84.59 16+96.01 17+83.35 S 46° 11' 41.69" E N 83° 45' 50.65" E PLBTRL-2 25+52.24 20° 07' 01.73" (RT) 100.00 17.74 35.11 S 86° 10' 38.48" E 34.93 25+34.50 25+69.61 N 83° 45' 50.65" E S 76° 07' 07.62" E PLPD (40 MPH) PLPD-1 18+37.36 5° 34' 51.66" (RT) 800.00 38.99 77.93 N 46° 32' 06.60" E 77.89 17+98.37 18+76.29 N 43° 44' 40.77" E N 49° 19' 32.43" E PLPD-2 19+14.87 5° 31' 14.12" (LT) 800.00 38.57 77.08 N 46° 33' 55.37" E 77.05 18+76.29 19+53.38 N 49° 19' 32.43" E N 43° 48' 18.31" E (40 MPH) PREELPD PREELPD-1 10+28.32 3° 05' 22.40" (LT) 1050.00 28.32 56.62 S 20° 04' 36.81" E 56.61 10+00.00 10+56.62 S 18° 31' 55.61" E S 21° 37' 18.01" E PREELPD-2 14+50.65 9° 12' 53.92" (RT) 1000.00 80.59 160.83 S 17° 00' 51.05" E 160.66 13+70.06 15+30.89 S 21° 37' 18.01" E S 12° 24' 24.09" E PREELPD-3 20+53.17 3° 25' 39.76" (LT) 5300.00 158.58 317.07 S 14° 07' 13.97" E 317.02 18+94.59 22+11.66 S 12° 24' 24.09" E S 15° 50' 03.84" E PREELPD-4 22+88.39 2° 16' 58.40" (RT) 3850.69 76.72 153.43 S 14° 41' 34.65" E 153.42 22+11.66 23+65.09 S 15° 50' 03.84" E S 13° 33' 05.45" E PREELPD-5 27+29.23 2° 33' 45.30" (LT) 11157.94 249.56 499.04 S 14° 49' 58.10" E 499.00 24+79.67 29+78.71 S 13° 33' 05.45" E S 16° 06' 50.74" E PREELPD-6 30+82.21 1° 28' 05.63" (RT) 8077.44 103.50 206.99 S 15° 22' 47.93" E 206.98 29+78.71 31+85.70 S 16° 06' 50.74" E S 14° 38' 45.11" E (40 MPH) PREXLPD PREXLPD-1 11+32.21 3° 59' 06.63" (RT) 3800.00 132.21 264.31 S 43° 11' 59.01" E 264.25 10+00.00 12+64.31 S 45° 11' 32.32" E S 41° 12' 25.70" E PREXLPD-2 14+51.62 4° 02' 53.95" (LT) 5300.00 187.32 374.48 S 43° 13' 52.67" E 374.40 12+64.31 16+38.79 S 41° 12' 25.70" E S 45° 15' 19.65" E PREXLPD-3 21+64.69 6° 26' 26.07" (RT) 1050.00 59.08 118.03 S 42° 02' 06.61" E 117.97 21+05.61 22+23.64 S 45° 15' 19.65" E S 38° 48' 53.57" E PREXLPD-4 22+82.15 6° 22' 43.42" (LT) 1050.00 58.51 116.90 S 42° 00' 15.28" E 116.84 22+23.64 23+40.54 S 38° 48' 53.57" E S 45° 11' 37.00" E (40 MPH) PREXOAT PREXOAT-1 11+50.81 8° 37' 28.72" (RT) 2000.00 150.81 301.06 S 27° 53' 35.54" E 300.77 10+00.00 13+01.06 S 32° 12' 19.90" E S 23° 34' 51.18" E PREXOAT-2 19+32.78 13° 16' 01.01" (RT) 3800.00 441.92 879.90 S 16° 56' 50.68" E 877.93 14+90.86 23+70.75 S 23° 34' 51.18" E S 10° 18' 50.17" E PREXOAT-3 25+23.72 3° 18' 23.20" (LT) 5300.00 152.97 305.85 S 11° 58' 01.77" E 305.81 23+70.75 26+76.61 S 10° 18' 50.17" E S 13° 37' 13.38" E PREXOAT-4 28+77.95 2° 45' 36.18" (RT) 1050.00 25.30 50.58 S 12° 14' 25.29" E 50.58 28+52.65 29+03.23 S 13° 37' 13.38" E S 10° 51' 37.20" E (40 MPH) PRWELPD PRWELPD-1 11+32.20 3° 59' 05.59" (LT) 3800.00 132.20 264.29 S 47° 11' 05.12" E 264.23 10+00.00 12+64.29 S 45° 11' 32.32" E S 49° 10' 37.91" E PRWELPD-2 14+48.67 3° 59' 05.59" (RT) 5300.00 184.38 368.61 S 47° 11' 05.12" E 368.54 12+64.29 16+32.90 S 49° 10' 37.91" E S 45° 11' 32.32" E PRWELPD-3 19+63.01 8° 43' 34.68" (LT) 1050.00 80.11 159.92 S 49° 33' 19.66" E 159.76 18+82.90 20+42.82 S 45° 11' 32.32" E S 53° 55' 07.01" E PRWELPD-4 21+26.63 9° 07' 38.02" (RT) 1050.00 83.81 167.26 S 49° 21' 18.00" E 167.09 20+42.82 22+10.08 S 53° 55' 07.01" E S 44° 47' 28.99" E (40 MPH) PRWEOAT PRWEOAT-1 14+11.80 14° 21' 18.61" (RT) 3270.00 411.80 819.28 S 32° 57' 55.79" E 817.14 10+00.00 18+19.28 S 40° 08' 35.09" E S 25° 47' 16.49" E PRWEOAT-2 18+54.52 1° 03' 45.07" (LT) 3800.00 35.24 70.47 S 26° 19' 09.02" E 70.47 18+19.28 18+89.75 S 25° 47' 16.49" E S 26° 51' 01.55" E PRWEOAT-3 20+93.57 10° 35' 10.42" (RT) 2200.00 203.82 406.48 S 21° 33' 26.34" E 405.90 18+89.75 22+96.23 S 26° 51' 01.55" E S 16° 15' 51.13" E PRWEOAT-4 24+84.87 4° 04' 36.32" (RT) 5300.00 188.63 377.11 S 14° 13' 32.97" E 377.03 22+96.23 26+73.34 S 16° 15' 51.13" E S 12° 11' 14.81" E PRWEOAT-5 32+44.43 1° 58' 52.08" (RT) 6500.00 112.39 224.75 S 11° 11' 48.77" E 224.74 31+32.05 33+56.80 S 12° 11' 14.81" E S 10° 12' 22.73" E PRWEOAT-6 37+91.23 4° 51' 07.36" (LT) 3800.00 161.00 321.80 S 12° 37' 56.41" E 321.70 36+30.23 39+52.03 S 10° 12' 22.73" E S 15° 03' 30.09" E PRWEOAT-7 40+51.89 10° 51' 56.59" (LT) 1050.00 99.86 199.12 S 20° 29' 28.39" E 198.83 39+52.03 41+51.16 S 15° 03' 30.09" E S 25° 55' 26.68" E PRWEOAT-8 42+41.45 9° 49' 47.44" (RT) 1050.00 90.29 180.14 S 21° 00' 32.96" E 179.92 41+51.16 43+31.30 S 25° 55' 26.68" E S 16° 05' 39.24" E (40 MPH) PRWXLPD PRWXLPD-1 10+97.94 10° 39' 28.04" (RT) 1050.00 97.94 195.31 S 10° 32' 54.10" E 195.03 10+00.00 11+95.31 S 15° 52' 38.12" E S 5° 13' 10.08" E PRWXLPD-2 12+10.42 1° 38' 55.75" (LT) 1050.00 15.11 30.22 S 6° 02' 37.95" E 30.22 11+95.31 12+25.53 S 5° 13' 10.08" E S 6° 52' 05.82" E PRWXLPD-3 18+10.29 1° 50' 16.25" (RT) 5300.00 85.01 170.01 S 5° 56' 57.70" E 170.00 17+25.28 18+95.28 S 6° 52' 05.82" E S 5° 01' 49.57" E PRWXLPD-4 21+07.50 6° 23' 34.37" (LT) 3800.00 212.22 423.99 S 8° 13' 36.76" E 423.77 18+95.28 23+19.27 S 5° 01' 49.57" E S 11° 25' 23.94" E (40 MPH) PWB635FR-B PWB635FR-B-3 932+77.57 7° 41' 32.33" (RT) 3970.00 266.90 533.00 S 41° 21' 03.56" E 532.60 930+10.68 935+43.67 S 45° 11' 49.72" E S 37° 30' 17.39" E PWB635FR-B-4 935+74.82 4° 36' 12.13" (LT) 775.00 31.15 62.27 S 39° 48' 23.46" E 62.25 935+43.67 936+05.94 S 37° 30' 17.39" E S 42° 06' 29.52" E PWB635FR-B-5 944+86.45 31° 54' 06.79" (RT) 3080.66 880.51 1,715.29 S 26° 09' 26.13" E 1693.22 936+05.94 953+21.23 S 42° 06' 29.52" E S 10° 12' 22.73" E PWB635FR-B-6 965+59.85 8° 57' 34.21" (LT) 3763.00 294.82 588.43 S 14° 41' 09.84" E 587.83 962+65.03 968+53.46 S 10° 12' 22.73" E S 19° 09' 56.94" E PWB635FR-B-7 970+05.02 8° 40' 01.70" (RT) 2000.00 151.56 302.54 S 14° 49' 56.09" E 302.25 968+53.46 971+56.00 S 19° 09' 56.94" E S 10° 29' 55.24" E PWB635FR-B-8 986+18.46 2° 03' 07.40" (LT) 2000.00 35.82 71.63 S 11° 31' 28.94" E 71.63 985+82.64 986+54.27 S 10° 29' 55.24" E S 12° 33' 02.64" E PWB635FR-B-9 989+34.95 6° 00' 18.75" (RT) 5351.00 280.68 560.84 S 9° 32' 53.26" E 560.59 986+54.27 992+15.11 S 12° 33' 02.64" E S 6° 32' 43.88" E PWB635FR-B-10 992+99.33 2° 34' 26.12" (LT) 3749.00 84.22 168.42 S 7° 49' 56.95" E 168.40 992+15.11 993+83.53 S 6° 32' 43.88" E S 9° 07' 10.01" E PWB635FR-B-11 995+16.21 1° 15' 02.99" (RT) 12155.00 132.68 265.36 S 8° 29' 38.51" E 265.35 993+83.53 996+48.89 S 9° 07' 10.01" E S 7° 52' 07.01" E (60 MPH) PWB635GP PWB635GP-27 922+79.66 0° 52' 43.06" (LT) 6250.00 47.92 95.84 S 45° 37' 53.85" E 95.84 922+31.74 923+27.58 S 45° 11' 32.32" E S 46° 04' 15.38" E PWB635GP-28 940+43.10 37° 03' 20.26" (RT) 3202.22 1073.18 2,071.01 S 27° 32' 35.25" E 2035.11 929+69.93 950+40.94 S 46° 04' 15.38" E S 9° 00' 55.12" E PWB635GP-29 960+70.48 5° 24' 57.16" (LT) 8100.00 383.11 765.65 S 11° 43' 23.70" E 765.37 956+87.37 964+53.02 S 9° 00' 55.12" E S 14° 25' 52.28" E PWB635GP-30 967+48.57 3° 03' 01.52" (RT) 11100.00 295.55 590.96 S 12° 54' 21.52" E 590.89 964+53.02 970+43.99 S 14° 25' 52.28" E S 11° 22' 50.76" E PWB635GP-31 989+62.21 3° 30' 43.75" (RT) 12000.00 367.91 735.58 S 9° 37' 28.89" E 735.47 985+94.30 993+29.88 S 11° 22' 50.76" E S 7° 52' 07.01" E (40 MPH) PWMP PWMP-1 16+49.00 5° 32' 56.12" (RT) 2000.00 96.92 193.69 S 42° 41' 53.71" E 193.62 15+52.07 17+45.77 S 45° 28' 21.77" E S 39° 55' 25.65" E L C PLBTRL PLBTRL-1 1-10'X7' MBC PROP PLBTRL-2 (SIGNALIZED INTERSECTION) POAT STA 14+75.77 PEB635FR STA 969+60.87 BASELINE BEGIN TRANSITION END TRANSITION STA e STA e MRWE30DC (40 MPH) 14+83.00 -4.10% 15+22.00 -2.50% 21+10.00 -2.50% 22+19.00 2.00% 23+63.00 2.00% 24+24.00 4.50% 26+75.00 4.50% 27+36.00 2.00% 29+02.00 2.00% 30+59.00 -4.50% 31+77.00 -4.50% 33+34.00 2.00% PREXLPD (40 MPH) 16+39.00 -2.50% 16+52.00 -2.00% PRWELPD (40 MPH) 16+33.00 2.50% 16+46.00 2.00% PREXOAT (40 MPH) 17+93.00 -3.50% 18+30.00 -2.00% PREELPD (40 MPH) 13+02.00 -2.00% 13+87.00 -5.50% 15+14.00 -5.50% 15+99.00 -2.00% 18+81.00 -2.00% 18+94.00 -2.50% PRWEOAT (40 MPH) 22+97.00 -4.20% 24+47.00 2.00% PRWXLPD (40 MPH) 17+12.00 2.00% 17+25.00 2.50% PDS635W30 (40 MPH) 17+35.00 -2.50% 17+82.00 -2.00% PDW30N635 (40 MPH) 16+04.00 2.50% 16+53.00 2.00% ID # SITE ADDRESS OWNER OCCUPANT 395 16190 LBJ FWY SECURITY HOLDINGS INC DRIVER SELECT 397 1900 OATES DR RPI LBJ OATES LTD SHOPPING CENTER LBJ OATES SUMMIT 398 3904 TOWNE CROSSING BLVD FIREBIRD MESQUITE INC EL FENIX 399 16230 LBJ FWY NAGHER FREDERICK A HYUNDAI 401 16200 LBJ FWY SECURITY HOLDINGS INC FAZELI MITSUBISHI 404 1725 OATES DR LBJ GARDEN VILLAS LTD GARDEN VILLA APTS 541 10600 WOODMEADOW PKWY DALLAS CITY OF VACANT 542 10700 WOODMEADOW PKWY GC APARTMENTS LLC GREENS CROSSING APT 543 2300 OATES DR MURMIN II LP KWIK KAR LUBE 544 5050 N GALLOWAY AVE TXVT DEVELOPMENT INC TROPHY NISSAN USED CARS PROPERTY OWNERS L L C/B SUPERELEVATION SIGN CONVENTION (-) (-) (+) (+) PROP DRAINAGE CHANNEL P A R K G R I SS O M P A R K W H I TE POAT STA 17+44.45 PIH635 STA 971+23.83 PROP ROW PROP ROW PATH (BY OTHERS) FUTURE SHARED USE CLR. MIN. 16'8" NOTE 1