LP Billboard LP LP LP Gate Gate Paved Parking LP Stock Pile Inlet LP LP LP LP LP LP LP Marker Marker Marker LP LP LP LP LP LP LP LP LP Gate Gate Inlet Paved Parking Ramp Wall LP LP LP LP LP LP LP LP Stock Pile Gate Gate L LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP Sign LP GL Paved Parking Gate Gate Gate Gate Sign FH Sign Sign Sign Gate GL LP Riprap Riprap LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP S Gate Gate Sign S S Marker Guard Rail LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP Concrete Drain Concrete Drain Concrete Drain Concrete Drain LP LP LP LP LP LP LP LP LP LP Gates Sign LP LP LP LP LP LP LP Concrete Drain LP Paved Parking Sign Gate Gate FH Concrete Drain Guard Rail Billboard LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP Gate Gate Retaining Wall Retaining Wall Paved Parking Paved Parking LP LP Paved Parking Retaining Wall Paved Parking Paved Parking Retaining Wall LP S LP LP LP FH S LP S LP Sign LP S Billboard Pool LP Retaining Walls LP LP LP LP LP LP Billboard Marker LP LP LP LP Retaining Wall Gate Gate Paved Parking Billboard LP LP Retaining Wall LP LP LP LP LP FH LP S Sign Paved Parking FH Riprap Retaining Wall Paved Parking Paved Parking Paved Parking S Gate LP LP LP LP LP MH LP Billboard LP Paved Parking Paved Parking S Paved Parking Paved Parking Paved Parking LP FH Paved Parking Sign LP Billboard LP LP Riprap Wall Paved Parking Paved Parking Gate Gate MH S Pool Gate Gate Concrete Drain LP LP LP LP LP LP LP LP LP LP LP LP GL Pool Retaining Wall Retaining Wall GL GL GL GL GL Paved Parking Paved Parking Paved Parking Paved Parking Retaining Wall Guard Rails Billboard Retaining Wall Retaining Wall LP LP Retaining Wall Gate LP LP LP LP LP LP LP LP S Paved Parking Retaining Wall Paved Parking Billboard LP Retaining Wall Concrete Drain Pipeline Paved Parking Concrete Drain LP LP Approx Approx Inlet Gate Gate LP LP LP Slab LP Sign Sign Paved Parking Gate Gate Paved Parking Gate LP LP Paved Parking LP Sign Retaining Wall Retaining Wall Retaining Wall Retaining Walls A/C Unit Retaining Wall CP CP CP CP CP CP CP CP Marker Marker Markers FH GL FH Marker FH MH Ramp FH Marker FH FH FH SN SN SN SN SN SN SN SN SN SN SN SN SN SN SN SN LP Billboard Dense Woods Dense Woods Dense Woods N. HAMPTON 1400 CONC. Overhead Sign PB 1.219 CLF Marker Marker LP LP LP LP LP LP PP PP PP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P PP PP PP ELEC RISER FH WV W W W W W W W W W W W W W W W W W W W W W W MH MH WV FH W W W W W W W W W W W W W W W W W W W W W W W W W W W W SH SH SH SH SH SH 406mm W W ESMT. 406mm DIP W 406mm DIP W ESMT. W W W W W W W W W W W W W W W W W W W W 406mm W MH SS SS SS SS SS SS SS SS SS SS SS SS SS MH SS MH SS SS SS SS SS SS SS SS 254mm SS 254mm SS 254mm SS 203mm SS 203mmSS 203mm SS 203mm SS SS MH SS MH SS MH SS MH SS SS SS SS SS SS SS SS SS SS SS 203mm SS 203mm SS SS SS MH SS MH 254mm SS SS TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP TFP UG T UG T UG T UG T UG T UG T UG T UG T UG T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OH CABLE OH CABLE OH CABLE SWBT FIBER OPTIC GM GMH G G G G G G G G G G G G G G G G G G G G G G G G 51mm G 51mm G 51mm G 51mm G 51mm G G G G G G G G G G G UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P P P P P P P P P P P P P P P P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P PB UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P UG P 6~100mm DIA ELEC VAULT LP LP LP LP 762mmCIP G G Abandoned GMH 203mm W Abandoned SS 203mm W 0.152mm SS SS 203mm SS 508mmW CO WM P P P WM FH WALL W 762mm CIP IN A 1524mm RCP DECK DRAIN P P DECK DRAIN LP LP Gate Inlet Inlet Sign Sign Sign Loading Dock Scale P P Paved Parking Approx Riprap LP Riprap Inlet Inlet Billboard FH Inlet Outlet Culvert Inlet Outlet Gap Gate Stock Pile Stock Pile Inlet TFP LP Concrete Drain LP Concrete Drain FH Inlet Outlet Inlet Inlet Inlet Inlet Stock Piles LP LP LP LP Culvert Inlet Inlet Guard Rail CP CP PB Inlet CP Inlet Inlet Inlet Inlet Culvert Inlet Dense Woods Dense Woods Dense Woods Dense Woods LP LP LP LP LP FH PB TS TS TS TS EJCT PB TS PB EJCT PB PB TS TS TEL. MH WM FH W W W W W W W W W W 203mm G GW FH W W W W SS SS SS SS SS SS G G G G G G G G G G G G G G G GMH PB TMH TMH GMH 1219mm W W MAIN 203mm CI W W MAIN SS 203mm SS CONC. VAULT 203mm SS 305mm SS 305mm SS 305mm SS 305mm W 305mm W 305mm W SS 203mm SS 305mm W 305mm W 305mm W SS MH SS MH OH P OH P OH P OH P P&T OH P OH P OH P OH P OH P OH P T T T 4064mm DIP W SS MH WM W W W W W W W W W W W W W 203mm G G G G G G G G AERIAL CABLES AERIAL CABLES AERIAL CABLES AERIAL CABLES AERIAL CABLES FO P&T P&T PB P P UG P UG P UG P UG P UG P 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 PC Sta. 1424+78.40 1425+00 1430+00 1435+00 1440+00 PT Sta. 1441+73.38 1445+00 1450+00 1455+00 1460+00 PC Sta. 1462+99.68 1465+00 PCC Sta. 1466+06.34 1470+00 1475+00 1480+00 1485+00 1219mm RCP LEGEND EXISTING R.O.W. HOV WISHBONE RAMPS PROPOSED RETAINING WALL PROPOSED CTB EXISTING OR UNDER CONSTRUCTION RETAINING WALL HOV / MANAGED LANES NEW BRIDGE / BRIDGE WIDENING PROPOSED PYLONS OR CONES DIRECTIONAL ARROW PROP. RAMP / RAMP RECONSTRUCTION FUTURE PROP. FRONTAGE ROAD NEW PAVEMENT/ PAVEMENT WIDENING EXISTING OR UNDER CONSTRUCTION MAIN LANES AND RAMPS EXISTING OR UNDER CONSTRUCTION IH 30 BRIDGES 2-36" (900 mm) FL = 488.13 AT C/L IH 30 = 502.74 AT INFLOW 1-42" (1067 mm) FL = 489.11 AT C/L IH 30 = 509.01 AT INFLOW 1-36" (900 mm) FL = 492.00 AT C/L IH 30 = 509.01 AT INFLOW 2-42" (1050 mm) FL = 507.74 AT C/L IH 30 = 508.04 AT INFLOW 1-72" (1800mm) FL = 443.20 AT C/L IH 30 = 445.12 AT INFLOW STA = 1391+99.65 EL = 524.55’ (+)0.5001 % (+)1.4500 % L = 229.71’ K = 242 ex = 0.27’ STA = 1404+03.53 EL = 542.00’ (+)1.4500 % (-)0.8584 % L = 1,148.29’ K = 497 ex = -3.31’ STA = 1418+30.71 EL = 529.75’ (-)0.8584 % (+)0.4922 % L = 295.30’ K = 219 ex = 0.50’ STA = 1427+98.56 EL = 534.51’ (+)0.4922 % (-)2.6000 % L = 1,049.92’ K = 340 ex = -4.06’ STA = 1438+81.24 EL = 506.37’ (-)2.6000 % (-)0.5899 % L = 393.70’ K = 196 ex = 0.99’ STA = 1454+06.83 EL = 497.37’ (-)0.5899 % (-)1.8483 % L = 623.36’ K = 495 ex = -0.98’ STA = 1467+02.76 EL = 473.41’ (-)1.8483 % (-)2.2160 % L = 229.76’ K = 625 ex = -0.11’ VPT 1384+18.48 EL. = 520.64’ VPC 1390+84.80 EL. = 523.97’ VPT 1393+14.51 EL. = 526.21’ VPC 1398+29.38 EL. = 533.68’ VPT 1409+77.67 EL. = 537.07’ VPC 1422+73.60 EL. = 531.93’ VPT 1433+23.52 EL. = 520.87’ VPC 1436+84.39 EL. = 511.48’ VPT 1440+78.09 EL. = 505.20’ VPC 1450+95.15 EL. = 499.20’ VPT 1457+18.51 EL. = 491.60’ VPC 1465+87.88 EL. = 475.54’ VPT 1468+17.64 EL. = 470.87’ VPC 1480+47.87 EL. = 443.60’ VPC 1416+83.06 EL. = 531.02’ VPT 1419+78.36 EL. = 530.48’ MIN CLEARANCE = 16’-6" MIN CLEARANCE = 16’-6" DALLAS DISTRICT N GARLAND ROWLETT MESQUITE KLEBERG CEDAR HILL GRAND PRAIRIE IRVING CARROLLTON ELLIS CO. DENTON CO. COLLIN CO. TARRANT CO. ROCKWALL CO. KAUFMAN CO. DALLAS 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 121 635 114 310 635 348 354 482 183 356 12 183 356 183 30 80 366 354 303 20 1382 408 12 67 20 1382 67 1382 342 20 342 45 45 45 12 45 175 352 30 12 20 635 20 352 80 30 372 66 78 75 5 635 244 12 75 289 12 635 30 80 289 78 175 175 310 180 114 35E 35E 35E 35E 4 2 1 SCALE 0 MILE 6 30 30 30 30 30 30 DATE: C O N S U L T I N G E N G I N E E R S BRIDGEFARMER & ASSOCIATES, INC. DATE APPROVED DATE SUBMITTED DATE REVISED c 2006 BY TEXAS DEPARTMENT OF TRANSPORTATION; ALL RIGHTS RESERVED DESIGN SCHEMATIC NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. L L 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, SUITE 400 D A L L A S , T E X A S 7 5 2 4 3 TEL: (972) 231-8800 FAX: (972) 231-5900 BEGIN PROJECT C IH 30 STA 763+50.00 CSJ NO. 1068-02-120 END PROJECT C IH 30 STA 1582+68.36 CSJ NO. 1068-04-116 Scale : Horizontal 1’ = 200’ WILLIAM L. HALE, P.E. DISTRICT ENGINEER SOURCE: NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS Average Daily Traffic 2007 (2025) HIGHWAY VOLUMES INCLUDE MAIN AND HOV/ML LANES ONLY 198,373 (214,801) 195,488 (209,078) 215,611 (215,658) 194,348 (202,241) 170,903 (184,188) 182,799 (195,659) NW 19TH ST TO BELTLINE RD: BELTLINE RD TO MacARTHUR BLVD: MacARTHUR BLVD TO LOOP 12: LOOP 12 TO WESTMORELAND: WESTMORELAND TO HAMPTON RD: HAMPTON RD. TO DOWNTOWN: L END PROJECT CSJ NO. 1068-02-120 BEGIN PROJECT CSJ NO. 1068-04-126 C IH 30 STA 889+00.00 PREPARED BY BRIDGEFARMER & ASSOCIATES, INC. IH-30 MANAGED LANES (INTERSTATE) DATE: PRENTISS REVES, EIT TX. EIT 26613 DANNY L. KAHLER, PE TX. PE 89746 Dallas And Tarrant County L END PROJECT CSJ NO. 1068-04-126 BEGIN PROJECT CSJ NO. 1068-04-116 C IH 30 STA 1531+00.00 Design Speed : 60 mph (Main line and HOV) 50 mph (HOV Ramps and Trinity River Bridge) 45 mph (Ramps) Project Length : 13.14 miles MANAGED LANE PROJECT CONTROLLING CSJ: 1068-04-126 (IH 30) FROM TARRANT COUNTY LINE TO SYLVAN AVE IN DALLAS CSJ: 1068-02-120 (IH 30) FROM BALLPARK WAY TO DALLAS COUNTY LINE THIS SCHEMATIC SHOWS A CONSTRUCTION PHASE OF SIGNATURE BRIDGE PROJECT CSJ: 1068-04-116 (IH 30) FROM EAST OF SYLVAN AVE TO IH 35E SIGNATURE BRIDGE PROJECT SCHEMATIC APPROVED UNDER PEGASUS PROJECT CONTROLLING CSJ: 0009-11-181 (IH 30) FROM IH 45 TO IH 35E MAY 2006 DALLAS COUNTY 5/18/06 5/18/06 DALLAS DISTRICT N GARLAND ROWLETT MESQUITE KLEBERG CEDAR HILL GRAND PRAIRIE IRVING CARROLLTON ELLIS CO. DENTON CO. COLLIN CO. TARRANT CO. ROCKWALL CO. KAUFMAN CO. DALLAS 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 121 635 114 310 635 348 354 482 183 356 12 183 356 183 30 80 366 354 303 20 1382 408 12 67 20 1382 67 1382 342 20 342 45 45 45 12 45 175 352 30 12 20 635 20 352 80 30 372 66 78 75 5 635 244 12 75 289 12 635 30 80 289 78 175 175 310 180 114 35E 35E 35E 35E 4 2 1 SCALE 0 MILE 6 30 30 30 30 30 30 DATE: C O N S U L T I N G E N G I N E E R S BRIDGEFARMER & ASSOCIATES, INC. DATE APPROVED DATE SUBMITTED DATE REVISED c 2006 BY TEXAS DEPARTMENT OF TRANSPORTATION; ALL RIGHTS RESERVED DESIGN SCHEMATIC NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. L L 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, SUITE 400 D A L L A S , T E X A S 7 5 2 4 3 TEL: (972) 231-8800 FAX: (972) 231-5900 BEGIN PROJECT C IH 30 STA 763+50.00 CSJ NO. 1068-02-120 END PROJECT C IH 30 STA 1582+68.36 CSJ NO. 1068-04-116 Scale : Horizontal 1’ = 200’ WILLIAM L. HALE, P.E. DISTRICT ENGINEER SOURCE: NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS Average Daily Traffic 2007 (2025) HIGHWAY VOLUMES INCLUDE MAIN AND HOV/ML LANES ONLY 198,373 (214,801) 195,488 (209,078) 215,611 (215,658) 194,348 (202,241) 170,903 (184,188) 182,799 (195,659) NW 19TH ST TO BELTLINE RD: BELTLINE RD TO MacARTHUR BLVD: MacARTHUR BLVD TO LOOP 12: LOOP 12 TO WESTMORELAND: WESTMORELAND TO HAMPTON RD: HAMPTON RD. TO DOWNTOWN: L END PROJECT CSJ NO. 1068-02-120 BEGIN PROJECT CSJ NO. 1068-04-126 C IH 30 STA 889+00.00 PREPARED BY BRIDGEFARMER & ASSOCIATES, INC. IH-30 MANAGED LANES (INTERSTATE) DATE: PRENTISS REVES, EIT TX. EIT 26613 DANNY L. KAHLER, PE TX. PE 89746 Dallas And Tarrant County L END PROJECT CSJ NO. 1068-04-126 BEGIN PROJECT CSJ NO. 1068-04-116 C IH 30 STA 1531+00.00 Design Speed : 60 mph (Main line and HOV) 50 mph (HOV Ramps and Trinity River Bridge) 45 mph (Ramps) Project Length : 13.14 miles MANAGED LANE PROJECT CONTROLLING CSJ: 1068-04-126 (IH 30) FROM TARRANT COUNTY LINE TO SYLVAN AVE IN DALLAS CSJ: 1068-02-120 (IH 30) FROM BALLPARK WAY TO DALLAS COUNTY LINE THIS SCHEMATIC SHOWS A CONSTRUCTION PHASE OF SIGNATURE BRIDGE PROJECT CSJ: 1068-04-116 (IH 30) FROM EAST OF SYLVAN AVE TO IH 35E SIGNATURE BRIDGE PROJECT SCHEMATIC APPROVED UNDER PEGASUS PROJECT CONTROLLING CSJ: 0009-11-181 (IH 30) FROM IH 45 TO IH 35E MAY 2006 DALLAS COUNTY 5/18/06 5/18/06 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 521.05 521.55 522.05 522.55 523.05 523.55 524.05 524.82 526.00 527.45 528.90 530.35 531.80 533.25 534.65 535.86 536.86 537.67 538.27 538.68 538.88 538.88 538.68 538.28 537.68 536.88 536.02 535.16 534.31 533.45 532.59 531.73 530.88 530.33 530.23 530.58 531.08 531.57 532.05 532.32 532.29 531.97 531.35 530.44 529.24 527.74 525.94 523.85 521.47 518.88 516.28 513.68 511.08 508.82 507.06 505.82 505.07 504.48 503.90 503.31 502.72 502.13 501.54 500.95 500.36 499.77 499.18 498.48 497.57 496.47 495.16 493.65 491.94 490.10 488.25 486.40 484.55 482.71 480.86 479.01 477.16 475.31 473.36 471.26 469.04 466.83 464.61 462.39 460.18 457.96 455.75 453.53 451.31 449.10 446.88 444.67 442.51 FORT WORTH AVENUE POSTAL WAY WESTMORELAND HAMPTON ROAD IH 30 MATCH LINE STA 1481+00 CSJ: 1068-04-126 MATCH LINE STA 1384+00 CSJ: 1068-04-126 1384+00 1481+00 430 440 450 460 470 480 490 500 510 520 530 540 430 440 450 460 470 480 490 500 510 520 530 540 EXISTING 2-36" (900 mm) CULVERT EXISTING 1-42" & 1- 36" (1067 mm) & (900 mm) CULVERT EXISTING 2-42" (1050 mm) CULVERT TO DALLAS TO FORT WORTH EXISTING ROW EXISTING ROW WESTMORELAND POSTAL WAY EXIST. OR UNDER CONSTRUCTION PROFILE GRADE LINE HAMPTON ROAD LOOP RAMP FORT WORTH AVENUE 0 SCALE: 1" = 200’ 100 50 100 200 IH 30 * SEE PLANS FOR AUX. LANE LIMITS. VARIES PGL VARIES 9.84’ 3.0 m SHLDR. PROPOSED TYPICAL SECTION STA. 1351+00.00 TO STA. 1525+59.00 10.83’ 3.3 m 10.83’ 3.3 m 10.83’ 3.3 m 10.83’ 3.3 m 10.83’ 3.3 m 10.83’ 3.3 m 10.83’ 3.3 m 10.83’ 3.3 m EXIST. ROW VARIES 11.81’ 3.6 m AUX. * 11.81’ 3.6 m AUX. * 10.84’ 3.3 m 10.83’ 3.3 m 3.94’ (1.2m) typ 2.13’ (0.65m) min 3.94’ (1.2m) typ 2.13’ (0.65m) min 2.95’ (0.9m) typ 2.13’ (0.65m) min 2.95’ (0.9m) typ 2.13’ (0.65m) min RECONSTRUCT BRIDGE SUBSTRUCTURE TO ALLOW TWO MANAGED LANES RECONSTRUCT BRIDGE SUBSTRUCTURE TO ALLOW TWO MANAGED LANES ROLL 8 OF 11 ROLL 8 OF 11 9.84’ 3.0 m SHLDR. PROPOSED INVENTORY GANTRY * SEE PLANS FOR AUX. LANE LIMITS. 5.06’ 12.00’ 6.00’ VARIES 6.00’ PGL VARIES 9.84’ 3.0 m SHLDR. 9.84’ 3.0 m SHLDR. VARIES 17.06’ MIN 5.2 m MIN. MEDIAN 17.06’ 5.2 m MEDIAN 59.06’ OR 55.12’ (18.0 OR 16.8 m) 47.24’ OR 43.31’ (14.4 OR 13.2 m) WB TRAFFIC LANES 59.06’ OR 55.12’ (18.0 OR 16.8 m) 47.24’ OR 43.31’ (14.4 OR 13.2 m) EB TRAFFIC LANES 5.06’ MIN. EXISTING TYPICAL SECTION STA. 1295+00.00 TO STA. 1525+59.00 11.81’ 3.6 m 11.81’ 3.6 m 11.81’ 3.6 m 11.81’ 3.6 m 11.81’ 3.6 m 11.81’ 3.6 m 11.81’ 3.6 m 11.81’ 3.6 m EXIST. ROW VARIES 11.81’ 3.6 m AUX. * 11.81’ 3.6 m AUX. * PROFILE IS NOT INTENDED FOR DESIGN PURPOSES. PROFILE WAS OBTAINED FROM PREVIOUS PLANS AND IS INTENDED TO SHOW THE CHARACTERISTICS OF WHAT HAS ALREADY BEEN BUILT C IH-30 L C IH-30 L PROPOSED INVENTORY GANTRY MIN CLEARANCE = 16’-6" REFER TO SHEET 11 OF 11 FOR CURVE DATA SCHCL3-12 SCHCL3-13 SCHCL3-14