0 100 SCALE: 1" = 200’ HOR. 1" = 20’ VERT. 200 100 T T PARKING PARKING PARKING SIGN OBSCURE OBSCURE SIGN RAMP PARKING PARKING PARKING PARKING PARKING PARKING RAMP RAMP OBSCURE OBSCURE OBSCURE RAMP OBSCURE PARKING SIGN SIGN SIGN PARKING RAMP DIRT PILE PARKING OBSCURE SIGN SIGN RAMP DIRT PILE PARKING SIGN PARKING OBSCURE SIGN PARKING SIGN SIGN PARKING OBSCURE PARKING OBSCURE SIGN DIRT PILE DIRT PILE DIRT PILE DIRT PILE DIRT PILE PARKING BILLBOARD BILLBOARD PARKING PARKING PARKING PARKING PARKING 12 433.42 101 Z 455.609 103 Z 433.310 104 Z 436.610 200 Z 447.821 201 Z 430.111 202 Z 429.651 203 Z 442.821 204 Z 429.500 207 Z 425.081 208 Z 426.498 209 Z 416.758 210 Z 416.269 FLOW FLOW s s T 440.2 440.2 440.1 426.0 415.6 426.8 436.8 435.7 434.5 433.4 432.8 432.6 432.5 432.4 432.0 432.1 432.3 432.2 432.2 432.3 432.2 432.3 432.3 432.5 432.7 432.7 432.8 432.9 432.8 432.7 432.6 432.8 433.3 434.5 436.5 439.2 441.3 443.1 444.3 434.6 425.9 444.4 443.5 442.1 440.0 437.5 435.2 433.8 433.7 433.8 433.4 433.3 434.2 434.8 435.9 437.5 439.2 435.2 435.5 434.5 434.8 441.13 440.82 440.39 439.85 439.25 438.65 438.05 437.45 436.85 436.25 435.65 435.05 434.45 433.85 433.39 433.37 433.79 434.65 435.65 436.65 437.65 438.65 439.65 440.65 441.65 442.65 443.65 444.65 445.65 446.65 447.65 448.65 449.65 450.65 451.62 452.41 453.02 453.45 453.69 453.75 453.62 453.31 452.81 452.13 451.26 450.20 100+00 105+00 110+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1500+00 1505+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 10+00 15+00 20+00 25+00 10+00 15+00 20+00 25+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1500+00 1505+00 1510+00 1515+00 1520+00 LEGEND MAIN LANES (DESIGN SPEED=70 MPH) FRONTAGE ROADS & CROSS STREETS (DESIGN SPEED=45 MPH) ENTRANCE & EXIT RAMPS EXISTING R.O.W. PROPOSED R.O.W. (DESIGN SPEED=50 MPH) UNLESS NOTED OTHERWISE (DESIGN SPEED=70 MPH) UNLESS NOTED OTHERWISE PROPOSED R.O.W. CSJ: 0581-02-077 RETAINING WALL BRIDGE EXISTING CONTROL OF ACCESS PROPOSED CONTROL OF ACCESS RR TRACKS SIDEWALK (WHERE EXISTING SIDEWALK EXISTS) MANAGED HOV LANES (DESIGN SPEED=50 MPH) UNLESS NOTED OTHERWISE DIRECT CONNECTORS MANAGED HOV WISHBONE RAMPS & C O N S U L T I N G E N G I N E E R S BRIDGEFARMER & ASSOCIATES, INC. CITY OF IRVING P.E. NO. 91682 DATE: DATE: PREPARED BY BRIDGEFARMER & ASSOCIATES, INC. UNDER THE SUPERVISION OF WILLIAM L. HALE, P.E. DISTRICT ENGINEER DALLAS DISTRICT DESIGN SCHEMATIC SHAHRIAR AZAD STERLING C. FORSYTHE, III P.E. NO. 57339 Design Speeds Dallas County NET LENGTH OF PROJECT = 11.63 MI SOURCE: NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS HIGHWAY CLASSIFICATION SH 114 URBAN FREEWAY DATE APPROVED DATE SUBMITTED DATE REVISED c 2009 BY TEXAS DEPARTMENT OF TRANSPORTATION; ALL RIGHTS RESERVED DESIGN SCHEMATIC NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. SH 121 TO SH 161: SH 161 TO SH 348: SPUR 348 TO LOOP 12: LOOP 12 TO SH 183: Average Daily Traffic 2008 (2028) FROM: 1.236 MI E OF INTERNATIONAL PKY TO: SH 183 ROLLS 1-10: SH 114 PLAN AND PROFILE ROLLS 11-12: LOOP 12 PLAN AND PROFILE ROLLS 13-23: SH 114 AND LOOP 12 PROFILES CSJ: 0353-04-056 FROM 1.236 MI E OF INTERNATIONAL PKY TO SPUR 348 CSJ: 0353-04-084 U-TURN AT SH 161 CSJ: 0353-06-025 FROM SPUR 348 TO 0.087 MILES EAST OF ROCHELLE CSJ: 0353-06-050 FROM 0.087 MI E OF ROCHELLE TO 0.203 MI W OF TOM BRANIFF CSJ: 0353-06-054: FROM 0.203 MI W OF TOM BRANIFF TO SH 183 CSJ: 0581-02-121 FROM TEXAS PLAZA TO LP 12/IH-35E SPLIT P.E. NO. 98478 DATE: WEIYIH TEE 149,400 (224,200) 154,000 (231,000) 147,300 (221,000) 116,700 (175,000) L END PROJECT C LOOP 12 STA 1501+79 CSJ NO. 0581-02-121 END PROJECT BL SH 114 STA 1051+41 CSJ NO. 0353-06-054 END PROJECT CSJ NO. 0353-04-056 AND BEGIN PROJECT CSJ NO. 0353-06-025 BL SH 114 STA 836+00 END PROJECT CSJ NO. 0353-06-025 AND BEGIN PROJECT CSJ NO. 0353-06-050 BL SH 114 STA 949+40 END PROJECT CSJ NO. 0353-06-050 AND BEGIN PROJECT CSJ NO. 0353-06-054 BL SH 114 STA 995+20 SCALE 0 1 2 3 4 MILES N GARLAND ROWLETT MESQUITE KLEBERG CEDAR HILL IRVING CARROLLTON ELLIS CO. DENTON CO. COLLIN CO. TARRANT CO. ROCKWALL CO. KAUFMAN CO. DALLAS DALLAS CO. 190 190 161 161 161 161 COPPELL ADDISON FARMERS BRANCH RICHARDSON BUCKINGHAM SACHSE SUNNYVALE BALCH SPRINGS LAWSON SEAGOVILLE HUTCHINS LANCASTER WILMER DE SOTO DUNCANVILLE COCKRELL HILL HIGHLAND PARK PARK UNIVERSITY 114 121 635 114 1380 310 635 35 77 348 354 482 183 356 12 183 356 183 30 80 260 80 77 35 366 75 354 303 20 1382 408 12 67 20 1382 67 1382 77 35 342 20 342 75 45 75 45 45 12 75 45 75 175 352 30 67 80 12 20 635 20 352 80 67 30 372 66 78 75 5 635 244 12 75 289 12 635 30 80 GRAND PRAIRIE EXCEPTIONS: EQUATIONS: RR XINGS: DALLAS COUNTY DALLAS DISTRICT NONE NONE NONE L BEGIN PROJECT C LOOP 12 STA 1393+59 CSJ NO. 0581-02-121 HIGHWAY VOLUMES INCLUDE MAIN AND MANAGED HOV LANES ONLY BEGIN PROJECT BL SH 114 STA 575+41.19 CSJ NO. 0353-04-056 MAINLANES - 70 MPH RAMPS - 50 MPH DIRECT CONNECTORS - 50 MPH FRONTAGE ROADS - 45 MPH CROSS STREETS - 45 MPH MANAGED HOV LANES - 70 MPH (MAINLANES), 50 MPH (RAMPS) MAY 2009 TBPE REGISTRATION NO. 264 1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y, 4 T H F L O O R D A L L A S , T E X A S 7 5 2 4 3 TEL: (972) 231-8800 FAX: (972) 231-5900 05/11/09 05/11/09 05/11/09 C O N S U L T I N G E N G I N E E R S BRIDGEFARMER & ASSOCIATES, INC. CITY OF IRVING P.E. NO. 91682 DATE: DATE: PREPARED BY BRIDGEFARMER & ASSOCIATES, INC. UNDER THE SUPERVISION OF WILLIAM L. HALE, P.E. DISTRICT ENGINEER DALLAS DISTRICT DESIGN SCHEMATIC SHAHRIAR AZAD STERLING C. FORSYTHE, III P.E. NO. 57339 DATE APPROVED DATE SUBMITTED DATE REVISED DESIGN SCHEMATIC NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. L L c 2009 BY ALL RIGHTS RESERVED TEXAS DEPARTMENT OF TRANSPORTATION; END PROJECT C LOOP 12 STA 1501+79 CSJ NO. 0581-02-121 END PROJECT BL SH 114 STA 1051+41 CSJ NO. 0353-06-054 BEGIN PROJECT C LOOP 12 STA 1393+59 CSJ NO. 0581-02-121 Dallas County NET LENGTH OF PROJECT = 11.63 MI SOURCE: NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS HIGHWAY CLASSIFICATION SH 114 URBAN FREEWAY Design Speeds SH 121 TO SH 161: SH 161 TO SH 348: SPUR 348 TO LOOP 12: LOOP 12 TO SH 183: Average Daily Traffic 2008 (2028) FROM: 1.236 MI E OF INTERNATIONAL PKY TO: SH 183 ROLLS 1-10: SH 114 PLAN AND PROFILE ROLLS 11-12: LOOP 12 PLAN AND PROFILE ROLLS 13-23: SH 114 AND LOOP 12 PROFILES CSJ: 0353-04-056 FROM 1.236 MI E OF INTERNATIONAL PKY TO SPUR 348 CSJ: 0353-04-084 U-TURN AT SH 161 CSJ: 0353-06-025 FROM SPUR 348 TO 0.087 MILES EAST OF ROCHELLE CSJ: 0353-06-050 FROM 0.087 MI E OF ROCHELLE TO 0.203 MI W OF TOM BRANIFF CSJ: 0353-06-054: FROM 0.203 MI W OF TOM BRANIFF TO SH 183 CSJ: 0581-02-121 FROM TEXAS PLAZA TO LP 12/IH-35E SPLIT P.E. NO. 98478 DATE: WEIYIH TEE 149,400 (224,200) 154,000 (231,000) 147,300 (221,000) 116,700 (175,000) END PROJECT CSJ NO. 0353-04-056 AND BEGIN PROJECT CSJ NO. 0353-06-025 BL SH 114 STA 836+00 END PROJECT CSJ NO. 0353-06-025 AND BEGIN PROJECT CSJ NO. 0353-06-050 BL SH 114 STA 949+40 END PROJECT CSJ NO. 0353-06-050 AND BEGIN PROJECT CSJ NO. 0353-06-054 BL SH 114 STA 995+20 SCALE 0 1 2 3 4 MILES N GARLAND ROWLETT MESQUITE KLEBERG CEDAR HILL IRVING CARROLLTON ELLIS CO. DENTON CO. COLLIN CO. TARRANT CO. ROCKWALL CO. KAUFMAN CO. DALLAS DALLAS CO. 190 190 161 161 161 161 COPPELL ADDISON FARMERS BRANCH RICHARDSON BUCKINGHAM SACHSE SUNNYVALE BALCH SPRINGS LAWSON SEAGOVILLE HUTCHINS LANCASTER WILMER DE SOTO DUNCANVILLE COCKRELL HILL HIGHLAND PARK PARK UNIVERSITY 114 121 635 114 1380 310 635 35 77 348 354 482 183 356 12 183 356 183 30 80 260 80 77 35 366 75 354 303 20 1382 408 12 67 20 1382 67 1382 77 35 342 20 342 75 45 75 45 45 12 75 45 75 175 352 30 67 80 12 20 635 20 352 80 67 30 372 66 78 75 5 635 244 12 75 289 12 635 30 80 GRAND PRAIRIE EXCEPTIONS: EQUATIONS: RR XINGS: DALLAS COUNTY DALLAS DISTRICT NONE NONE NONE HIGHWAY VOLUMES INCLUDE MAIN AND MANAGED HOV LANES ONLY BEGIN PROJECT BL SH 114 STA 575+41.19 CSJ NO. 0353-04-056 MAINLANES - 70 MPH RAMPS - 50 MPH DIRECT CONNECTORS - 50 MPH FRONTAGE ROADS - 45 MPH CROSS STREETS - 45 MPH MANAGED HOV LANES - 70 MPH (MAINLANES), 50 MPH (RAMPS) MAY 2009 TBPE REGISTRATION NO. 264 1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y, 4 T H F L O O R D A L L A S , T E X A S 7 5 2 4 3 TEL: (972) 231-8800 FAX: (972) 231-5900 05/11/09 05/11/09 05/11/09 410 415 420 425 430 435 440 445 450 455 460 465 470 475 405 400 410 415 420 425 430 435 440 445 450 455 460 465 470 475 405 400 Roll: 12 of 23 Roll: 12 of 23 LOOP 12 IH 35 480 485 490 480 485 490 382’ EXIST. R.O.W. NORTHWEST HWY 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1500+00 1505+00 1510+00 1515+00 1460+00 MATCHLINE STA 1460+00 C LOOP 12 L EXISTING R.O.W. EXISTING R.O.W. EXISTING R.O.W. EXISTING R.O.W. EXISTING 2-42" RCP EXISTING 18" RCP EXISTING 18" RCP EXISTING 18" RCP EXISTING 18" RCP EXISTING 24" RCP EXISTING 18" RCP EXISTING 24" RCP EXISTING 5-6’X5’ BOX A2 13A 13B 13C S P U R 3 4 8 L O O P 1 2 EAST Northwest Hwy D4 D5 D6 F1 F2 C2 F3 A1 B4 E3 E2 E1 B1 B2 B3 D1 D2 D3 T E X A S 1 1 4 D/FW Airport Grapevine EXIT ‰ MILE TEXAS STADIUM T E X A S 1 1 4 D/FW Airport Grapevine EXIT ‰ MILE TEXAS STADIUM T E X A S 1 1 4 D/FW Airport Grapevine EXIT 1… MILE TEXAS STADIUM L END RET WALL STA 1470+86.22 BEGIN RET WALL STA 1473+55.65 END RET WALL BEGIN BRIDGE STA 1497+93.20 END RET WALL BEGIN BRIDGE STA 1497+93.20 END RET WALL STA 1470+53.98 END BRIDGE BEGIN RET WALL STA 1465+18.17 END BRIDGE BEGIN RET WALL STA 1465+17.99 C1 D7 END PROJECT C LOOP 12 STA 1501+79.10 CSJ NO. 0581-02-121 MATCH CSJ NO. 0196-03-137 END PROJECT LOOP 12 NBFR STA 1491+96.00 CSJ NO. 0581-02-121 END PROJECT LOOP 12 SBFR STA 1496+88.37 CSJ NO. 0581-02-121 MATCH CSJ NO. 0196-03-137 BEGIN RET WALL STA 1466+49.36 END RET WALL STA 1476+16.52 BEGIN RET WALL STA 1466+54.81 END RET WALL STA 1476+57.89 EXISTING 42" RCP U-TURN (LOOP 12) - 20 MPH U-TURN (LOOP 12) - 20 MPH U-TURN IS DESIGNED FOR 20MPH CURVE DATA STREET NAME CURVE NO. CURVE NAME DELTA DEGREE TANGENT LENGTH RADIUS PI STATION PC STATION PT STATION MAINLANE LOOP 12 A1 CL12-3 7^26’21.88" LT 1^00’00.05" 372.49 743.93 5,729.58 1478+49.66 1474+77.16 1482+21.09 A2 CL12-4 18^06’19.83" LT 1^13’08.70" 748.84 1,485.18 4,700.00 1512+86.07 1505+37.22 1520+22.40 FRONTAGE ROAD SB FRONTAGE ROAD B1 FRSB12-9 1^59’59.42" LT 1^55’40.27" 51.87 103.73 2,972.00 1464+08.90 1463+57.02 1464+60.76 B2 FRSB12-10 2^50’13.30" LT 1^54’35.49" 74.29 148.55 3,000.00 1469+04.52 1468+30.23 1469+78.78 B3 FRSB12-11 3^47’31.49" RT 1^54’35.49" 99.31 198.55 3,000.00 1475+06.35 1474+07.04 1476+05.59 B4 FRSB12-12 6^23’40.38" LT 0^34’22.65" 558.61 1,116.06 10,000.00 1485+05.49 1479+46.88 1490+62.94 NB FRONTAGE ROAD C1 FRNB12-6 3^59’58.30" RT 3^49’10.99" 52.37 104.71 1,500.00 1465+16.82 1464+64.45 1465+69.15 C2 FRNB12-7 11^27’54.01" LT 1^54’35.49" 301.16 600.31 3,000.00 1475+35.90 1472+34.75 1478+35.05 LOOP ROAD (NOTE: U-TURN IS DESIGNED FOR 20MPH) FRONTAGE ROAD U-TURN NORTH OF ELM FORK OF TRINITY D1 S_N_U-1 1^27’16.74" RT 0^57’17.75" 76.17 152.33 6,000.00 10+76.17 10+00.00 11+52.33 D2 S_N_U-2 11^24’35.85" LT 3^49’10.99" 149.85 298.71 1,500.00 19+15.39 17+65.53 20+64.25 D3 S_N_U-3 79^19’32.31" LT 63^39’43.12" 74.62 124.60 90.00 21+85.69 21+11.07 22+35.67 D4 S_N_U-4 89^38’51.58" LT 63^39’43.12" 89.45 140.82 90.00 24+56.96 23+67.51 25+08.33 D5 S_N_U-5 3^58’22.14" RT 2^17’30.60" 86.71 173.35 2,500.00 25+95.04 25+08.33 26+81.67 D6 S_N_U-6 5^46’52.61" LT 1^54’35.49" 151.48 302.71 3,000.00 32+17.29 30+65.81 33+68.51 D7 S_N_U-7 5^41’46.14" LT 1^53’22.30" 150.85 301.46 3,032.28 37+38.35 35+87.50 38+88.96 CROSS STREET NORTHWEST HWY NO CURVE RAMP SB ENTRANCE FROM NORTHWEST HWY E1 NWHSB12-1 1^59’59.41" LT 1^54’35.49" 52.36 104.71 3,000.00 10+52.36 10+00.00 11+04.71 E2 NWHSB12-2 4^15’37.75" LT 0^57’17.75" 223.18 446.16 6,000.00 24+14.79 21+91.61 26+37.76 E3 NWHSB12-3 3^34’21.19" RT 3^47’03.83" 47.22 94.4 1,514.00 28+88.55 28+41.33 29+35.73 NB EXIT TO NORTHWEST HWY F1 NB12NWH-1 3^59’58.51" RT 1^58’32.58" 101.26 202.44 2,900.00 11+01.26 10+00.00 12+02.44 F2 NB12NWH-2 7^27’54.23" LT 0^57’09.74" 392.34 783.56 6,014.00 19+29.71 15+37.37 23+20.93 F3 NB12NWH-3 4^00’00.00" LT 3^47’03.83" 52.87 105.70 1,514.00 24+76.83 24+23.96 25+29.66 BEGIN RET WALL STA 1474+47.24 C LOOP 12 L H C I N T E R S T A T E 3 5 E NORTH ‰ EXIT MILE NORTHWEST HWY FRONTAGE ROAD U-TURN NORTH OF ELM FORK OF TRINITY 5-6’X5’ FL = 415.99 2-42" FL = 409.26 TRANSITION FROM NORMAL CROWN TO (+3.4%) NORMAL CROWN STA 1470+00 STA 1477+10 STA 1479+90 STA 1487+00 TRANSITION FROM (+3.4%) TO NORMAL CROWN NORMAL CROWN FULL SUPER (+3.4) EXIST. BRIDGE TO BE REMOVED PROFILE GRADE LINE EXISTING GROUND PVI 1475+00.00 EL 432.65 -0.60% +1.00% L = 360.00 K = 225 ex = 0.72’ PVI 1499+40.00 EL 457.05 +1.00% -1.22% L = 1,200.00 K = 541 ex = -3.33’ 449.73 VPC 1473+20.00 EL 433.73 VPT 1476+80.00 EL 434.45 VPC 1493+40.00 EL 451.05 VPT 1505+40.00 EL 449.73 VPT 1463+00.00 EL 439.85 MATCH CSJ NO. 0196-03-137 BY OTHERS STA 1501+79 WSE 100 YR ELEV = 426.00 EXIST. BRIDGE 19.5’ VERT. CLR. 24.6’ VERT. CLR. 10’ SHLDR 12’ 10’ SHLDR PGL PGL 2.0 % 2.0 % R.O.W. B WBFR L 2’ 10’ 12’ 12’ 12’ 48’ LANES SHLDR 10’ 12’ 12’ 12’ 48’ LANES SHLDR L 2’ 12’ 12’ C LOOP 12 (PROPOSED) 12’ 2.0% 1.5% 6:1 USUAL 3:1 MAX PGL R.O.W. B EBFR L 2’ 2’ 12’ 2.0% ROW VARIES 480’ (NOMINAL) 6:1 USUAL 3:1 MAX VARIES 20’ MIN. VARIES 20’ MIN. VARIES 10’ 4’ SHLDR 12’-24’ 1.5% GENERAL PURPOSE LANES GENERAL PURPOSE LANES 8’ SHLDR 26’ 4’ 2% 14’ PGL 2.0% 6:1 TYPICAL SECTION - PROPOSED ONE LANE RAMP VARIES VARIES 2.0% 6:1 2.0% 6:1 2.0% 6:1 2.0% 6:1 L R.O.W. R.O.W. 3:1 MAX 3:1 MAX 3:1 3:1 3:1 3:1 MAX MAX MAX MAX 3/16 "/FT 3/16 "/FT 1/2 "/FT 1/2 "/FT 1/2 "/FT 1/2 "/FT 1/2 "/FT 3/16 "/FT 1/2 "/FT 3/16 "/FT 3’-6" 6’ 2’ 25’-6" 35’-6" VARIES VARIES 11’ 12’ 12’ 12’ 11’ 11’ 12’ 12’ 12’ 11’ VARIES 35’-6" VARIES 1’ 3’ 3’ 1’ 2’ 6’ 25’-6" 3’-6" C LOOP 12 (EXIST) EXISTING ROW VARIES 480’ (NOMINAL) SHLDR SHLDR SHLDR SHLDR SHLDR SHLDR 18’ EXIT & 14’ ENTRANCE 6’ ENTRANCE 3:1 MAX 3:1 MAX 3/16 "/FT 1/2 "/FT 1/2 "/FT 4’ 4’ 2’ TYPICAL SECTION - EXISTING LOOP 12 RAMPS 12’ NUMBER OF LANES VARY FROM 2 TO 3 0-12’ 12’ 0-12’ NUMBER OF LANES VARY FROM 2 TO 3 TYPICAL SECTION - PROPOSED LOOP 12 LP 12 TO NORTHWEST HIGHWAY TYPICAL SECTION - EXISTING LOOP 12 LP 12 TO NORTHWEST HIGHWAY MANAGED HOV LANES