35W_820_PL_01.dgn I H30W I35w Schematic Plan
User Manual: iH30W
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NORTH TARRANT EXPRESS IH35W / IH820 INTERCHANGE PROPOSAL SCHEMATIC PLAN SET MAY 17, 2010 114 114 RAILR 114 OAD 3433 MARSHALL TEXAS 156 PACIF CREEK 377 Pop 315 RR UNION F S N BN B IC TEXAS 114 114 NEWARK TROPHY CLUB 81 ROANOKE WISE COUNTY 114 287 FORT WORTH ALLIANCE 118 377 DENTON COUNTY 170 AIRPORT 114 377 156 UP RR WESTLAKE 81 GTON BURLIN 287 UNION 170 718 ERN IC NORTH 287 PACIF TARRANT COUNTY TEXAS SANTA TEXAS 156 170 FE 170 D ROA RAIL CORP Pop 795 HASLET 114 TEXAS AVONDALE 114 TEXAS 170 CORP 114 B287 SOUTHLAKE P 377 DIDO 81 287 RAILROAD SANTA FE AVON 114 B114 1709 L GOODE NORTHERN 1709 287 HICKS AIRFIELD 1220 114 AIRPORT 1709 1938 156 26 114 UP BURLINGTON BNSF PROJECT LOCATION 121 RR (SSW) KELLER 35W B287 P DART 3029 UNION PELICAN 360 156 ISLAND LAKEVIEW 3479 1938 3479 377 81 287 B287 1220 INDEX OF SHEETS 26 COLLEYVILLE W) (SS IT RT 121 DA S 377 N A TEXAS R T 35W 121 26 121 1938 3029 T) F P S N B B287 199 377 156 (DAR BNSF WATAUGA UP RR SAGINAW 157 820 35W 81 26 IT TRANS NORTH RAPID AREA MANGHAM AIRPORT S DALLA 287 RICHLAND BLUE MOUND 1220 3029 SHEET NO. 121 1938 D ROA RAIL 199 HILLS TEXAS 26 377 BURLINGTON TEXAS 199 820 820 121 157 156 P HURST SANTA B287 820 AIRPORT 81 ROAD HILLS 2-8 RAILTRAN 183 121 N U 377 TEXAS 183 183 183 BNSF 121 HALTOM 183 820 121 FRONTAGE ROADS............................... 40 MPH RAMPS/COLLECTORS............................. 50 MPH ) CITY 157 (RLTN 199 TEXAS 199 UP RR PLANT 4 183 RIVER OAKS CARSWELL STATION/ 183 TRAN RAIL 121 81 183 P P RY BN JOINT RESERVE BASE SF AIR FORCE WHITE SETTLEMENT 30 30 280 347 183 287 81 30 30 30 30 347 820 WESTWORTH 157 820 820 CTRL VILLAGE 377 157 UP RR 820 180 WESTOVER 180 180 287 U UPRR 30 PR HILLS 30 R 377 157 180 PACIFIC UNION RAILROAD 30 PACIFIC P 30 R P R UPRR FORT WORTH Pop 2,371 157 PACIFIC 287 287 B287 P 303 820 CIF B N C 303 303 820 PA 183 20 C 183 ION UN 287 DALWORTHINGTON Pop 1,758 RAILROAD B287 P B287 35W GARDENS 820 287 FE 465 157 T R 820 L BNSF 183 20 SANTA 820 PANTEGO 303 35W 35W SF UP RR U RAILROAD 580 180 303 IC 508 UPRR 377 377 580 20 RAILROAD 180 180 30 30 ROAD RAIL FIC 20 20 PACI N UNIO 20 20 BURLINGTON NORTHERN BENBROOK 820 CORP 20 820 2871 B287 20 20 287 20 157 P 820 ARLINGTON MUNICIPAL 820 820 20 AIRPORT 287 20 820 Pop 11,482 FOREST HILL N UNIO 731 UNION FIC PACI LINK 377 EDGECLIFF 287 RAILR BNSF 35W OAD Location / Key Map NOTES: 1. IH35-IH820 INSTERCHANGE PROPOSED COMPLIES WITH NTE SEGMENTS 1 & 2 CDA, BOOK 2, TABLE 11-2, INCLUDING SHOULDER FLIP, SSD, & GRADES SET FORTH THEREIN. THIS CORRESPONDS TO CONNECTORS FOR WHICH A MINIMUM SSD OF 305’ IS REQUIRED: 820E35S, 35N820W, 820E35N, 35N820E, 820W35S, MLW-N, MLS-E. CONNECTORS WITH A MINIMUM SSD OF 360’ INCLUDE: 35S820W, 820W35N, 35S820E, MLW-S, MLN-E. 2. A 5% MAXIMUM SLOPE IS PROPOSED FOR ML RAMP CONNECTING IH35W-NB TO IH35W-EB (MLN-E). 3. THE PROPOSED SCHEMATICS ARE PRELIMINARY AND SUBJECT TO CHANGE.THE LOCATIONS OF ALL BRIDGES & ABUTMENTS ARE PRELIMINARY AND SUBJECT TO MODIFICATION DURING DETAIL DESIGN PHASE. THE LOCATION OF RETAINING WALLS IS PRELIMINARY AND SUBJECT TO MODIFICATION DURING DETAIL DESIGN PHASE. 4. SEE NOTE ON SHEET 3 OF 8 INTERCHANGE ALONG IH820. COVER SHEET 10 10 183 (RLTN) 1220 820 157 10 RICHLAND 474 IO T DAR P VILLAGE 820 60 MPH 1 183 121 474 A P N DA B287 IC IF C AR AS LL SANSOM PARK (DART EA 35W 287 1220 199 26 ) RA FORT WORTH MEACHAM WORTH 60 MPH RAIL LAKE 1886 PID CORP 1886 199 MANAGED LANES ............................... BEDFORD FE 820 LAKESIDE GENERAL PURPOSE ............................. DESCRIPTION 183 121 820 820 199 NORTHERN ROADWAY 199 DESIGN SPEED AECOM Technical Services Inc.- 3580 INTERCHANGE LAYOUT LE F OSS IL C R. Posts BEGIN FRONTAGE ROAD 345+00 Inlet TFP CONSTRUCTION Obscured Area | GP820W | WBFR1 STA. 355+96.74 STA. 632+20.00 Inlet E 9" ^ 0 Cu PROPOSED RIGHT-OF-WAY (EXISTING ACCESS TO REMAIN) lver 50 t ’ 3 4. 340 +0 Sign 360+00 355+00 lver t 10+00 20+00 15+00 STA. 635+34.00 10+00 3 30 Slab 3 Overhead Sign N 89^ 27’ 52.96" E Obscured Area Overhead Sign CL820 625+00 625+00 Inlet 620+00 4 635+00 Riprap 89^ 27’ 52.96" E N 635+00 630+00 630+00 820 3 630+00 625+00 635+00 31 704 H-3 634.1 Cul vert 21 35 BEGIN BRIDGE END BRIDGE BEGIN BRIDGE PP 1-2-14 23 PP 1-2-13 E | GP820E | GP820E | GP820E STA. 630+20.00 STA. 632+20.00 STA. 635+32.00 Culvert Inle Riprap 25 645+00 Overhead Sign 1 00 S 89^ 18’ 34.72" E 20+00 ’ 4 N Sign 0 0 10+ STA. 638+60.00 25+00 1 ^ 1 75 PP 1-2-15 B GP820E 215+ " E 2 6.2 END BRIDGE Culvert FH 0 0+0 37 Obscured Area Slab Culvert Slab t Obscured Area CL820 636+91.62 Obscured Area 69 ^ 34 In t 00 FP TL | 820E35S TL LP LP ’ 1 6. FP BEGIN BRIDGE 3 Inlet TL CLMARK IV 15+86.85 53 le FP E 2" LP TL rt Culve ’ 1 ^ 1 FP Mobile Home Park 75 N rt Culve FP 20+00 FP Inlet FP TL FP FP FP Sign Billboard FP S Gate Mobile Home Park FP t 35FP Inlet 0+ 00 Sign FP Inle Culvert FP Sign g FP LP LP LP Sign FP FP FP rt FP ve Cul FP TL Obscured Area LP LP LP STA. 22+70.00 Ramp Inlet Sign Pole LP LP Inlet in in l ta al W 0 +0FP 360FP rt ve Cul FP .2 46 LP LP TL e FP FP FP Paved Parking LP LP Posts MH LP LP LP LP LP LP END BRIDGE LP LP B 820E35S Paved Parking STA. 18+25.00 MH Paved Parking FP MH FP FP LP LP FP MH Paved Parking FP FP 355+00 Sign Sign FP FP FP FP FP FP FP FP FP FP FP FP FP Sign FP FP FP FP FP FP FP FP FP FP FP FP Paved Parking 1135 626.7 LITTLE FOSSIL CR. Inlet FP SUPERIOR Sign S FP R Sign Obscured Area LP Obscured Area Paved Parking MARK IV PKWY. Paved Parking + 365 ard FP Sign 00 FH 77 2" E 5+ FP 00 FP Billbo 5+ Slab Unpaved Parking LP TFP Inlet LP LP LP FH LP Inlet Ramp END CONSTRUCION MARK IV PKWY. STA.21+42.00 1137 630.5 AECOM Technical Services Inc.- 3580 THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF: ’ FERNANDO GAYTAN, P.E. DATE: 05-17-2010 NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES. NORTH TARRANT EXPRESS - SEGMENT 3A IH 820 BEGIN FRONTAGE ROAD CONSTRUCTION | EBFR1 STA. 361+34.46 92244 TEXAS REGISTRATION NO: PLAN NORTHEAST STA. 618+00 - STA. 648+00 SHEET 1 OF 7 $FILE$ S TFP TFP TFP 3 640+00 FED. RD. DIV. NO. STATE PROJECT NUMBER SHEET NO. DISTRICT COUNTY TEXAS CONT TARRANT SECT JOB HIGHWAY NO SH 183 $DATE$ $TIME$ 0" N 89^ 27’ 52.9 705 H-4 Inlet .1 LP Slab 645+00 645+00 653.5 Obscured Area ’ N 89^ 27’ 52.96" E 640+00 640+00 Riprap CLMARK4 ^ N 89^ 27’ 52.9 3 22 MARKU2 15+00 1 Riprap Riprap 10+00 HOV DECLARATION LANE Slab 24 Obscured Area Cul vert 2 Inlet S 0^ 32’ 07.68" E 15+00 Riprap 15+00 TL TL Culvert Sla 59.40" E N 86^ 56’ b Slab Culvert S 83 ^ 02’ 07 820W-M4 59.40" E N 86^ 56’ TL Obscured Area cu Are red a 25+00 Obs STA. 630+20.00 | GP820W 3 Sign 3 BEGIN BRIDGE 620+00 620+00 Billboard N 89^ 27’ 52.24" E TL Cu Stock Pile PP 1-1-6 365+00 0 | GP820W Culvert Culvert LP LP TFP TFP BEGIN BRIDGE Match Line - Sta. 648+00 Inlet BEGIN INTERCHANGE MATCH EXISTING 65 NUMBER OF TRAFFIC LANES STA. 638+58.00 7 0 S X | GP820W Sign " E 25 20+0 t PROPOSED RIGHT-OF-WAY (ACCESS RESTRICTED) STA. 18+43.00 51 IH35W STA 620+00.00 Inle EXISTING RIGHT-OF-WAY | 35S820W LP END BRIDGE Culvert +0 .5 1 ’ 0 0^ N 71 75 LP END BRIDGE 32 let In Slab S CONSTRUCTION BY OTHERS 1171 642.4 00 t Inle Obscured Area t Inle PROPOSED SHOULDERS PROPOSED GORE 0+ ’ 1 ^ 3 N E PROPOSED DIRECT CONNECTOR /PROPOSED RAMP 35 1" .1 59 PROPOSED FRONTAGE ROADS /SURFACE STREET MARK IV PKWY. LITT PROPOSED MANAGED LANES END BRIDGE 630.1 PROPOSED MAINLANES MARK IV PKWY. STA.11+47.94 10+00 1235 LEGEND 1’ = 200’ BEGIN CONSTRUCION MARKU1 X X SCALE: 82 PROPOSED MAINLANES PROPOSED MANAGED LANES 82 2 N 2 F B W 35 0W 0 0 PROPOSED FRONTAGE ROADS /SURFACE STREET 1 Inlet 0 S 0 + 0W 0 35 4 30+00 00 30+0 + 0 1 20E 35S8 0 639.7 35S820E 4 1172 35W PROPOSED DIRECT CONNECTOR /PROPOSED RAMP PROPOSED SHOULDERS 2 LP MH Slab 1141 820E 35N +0 20 LP 8 PROPOSED GORE 629.7 2 Slab 0 W LP LP CONSTRUCTION BY OTHERS 3 0 5 N 3 SCALE: 1" = 200’ 3 6 EXISTING RIGHT-OF-WAY 5 5 FR + + 0 B 0 0 W PROPOSED RIGHT-OF-WAY (ACCESS RESTRICTED) 0 PROPOSED RIGHT-OF-WAY (EXISTING ACCESS TO REMAIN) 4 2 NUMBER OF TRAFFIC LANES 0 1 CLASS CULVERT Sign W -N 0 0 + 5 3 35 + 00 370 +0 00 t Slab Obscured Area L Inle MH Riprap Riprap X 1 M + 0 0 1 0 0 t 25 MH 0 END BRIDGE Inle 1 1 Inlet Obscured Area + + Inlet 5 Riprap MH 3 ra ip R Inlet 615+00 p 8 S 5 3 615+00 615+00 W 0 2 Culvert Slab 5 END FRONTAGE ROAD CONSTRUCTION | WBF2 STA 364+00.00 MH Slab Culvert Culvert 37 p 0+ ra ip R Inlet 1 Culvert Riprap 00 8 MH p ra ip Obscured Area M 30+0 0 Inlet Inlet L -E 20 W 40 25 0 3 + 00 2 + 00 +0 0 S 5 3 W 0 1 2 8 GP35S Inlet Riprap 1 4 0 + 0 Inlet Obscured Area 0 MB-35N Inlet E 0 2 Riprap PETROLEUM N 21 FH 5 3 MH 2 FH FH Riprap 1 1 8 0 Inlet PIPELINE Slab 00 S Inlet 5+ S 00 MH 5 Inlet 617.0 37 3 0 E MH 0 5 Slab Inlet + 0 1 0+ 707 H-6 2 Slab FH Riprap 8 3 Culvert Posts 0 E Inlet 4 0 708 H-7 623.3 Inlet Inlet 2 MH M MH 8 Slab LN 0 Riprap -E +0 Riprap M 00 10+00 Inlet CL35W 618+93.98 15+00 20E 35N8 380+ Inlet 35+00 LW 50 15+00 0 2 0 -S 0 +0 Paved Parking 1 35S820E 0 + Obscured Area 675+00 10+00 55+00 Riprap 4 45 1 50+00 PP 1-2-18 10+00 0 FH 38 0 CL820 662+95.89 0 Riprap Slab +0 Overhead Sign + PP 1-2-17 LP LP Culvert 30 5 MH 35 Slab 45+00 M 2 Slab 2 675+00 1 -S 67 LW0+00 82 PP 1-2-16 Culvert 670+00 MLS -E 665+00 5N 0E3 S 00 0 0 13 1 820E35 30+00 +0 50+00 20 706 H-5 637.3 40 1 +0 3 25+00 20+00 820E35N LP LP 45 660+00 82 1 Overhead Sign Slab 665+00 620+00 5N 3 0E 620+00 655+00 M4-820E M4-820E LP LP 620+00 2 660+00 1 Overhead Sign 1 820 LP 4 15+00 655+00 15+00 Slab 7 655+00 650+00 10+00 650+00 665+00 660+00 1 650+00 10+00 375+ 675+00 45+00 670+00 GP820W LP LP 15+00 -N 50+00 +0 25+00 10+00 MLW 0 20 1 BS-820W 0 1 820W35S Culvert 0 20+00 820W35N Culvert 1 MH +0 10+00 Match Line - Sta. 648+00 Overhead Sign N8 35S 820W 15 Inlet Riprap + M4 9 5 35 35N820W 820W- 10+00 17 15+00 2 1 1 S Culvert 35N820W 15+00 vert 00 30+00 35 Cul 50+ 35+00 R W 20 S8 Match Line - Sta. 678+00 7 1 1 Posts Inlet Paved Parking -E N L M GP35N 6 1 7 0 + 0 35S-MB LP 3 0 1142 DATE: 92244 05-17-2010 NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES. U R B A N $FILE$ FH b Culvert FH SHEET 2 OF 7 FED. RD. DIV. NO. 35+00 630+00 630+00 630+00 820W35S Sla PLAN Match Line - Sta. 630+00 STATE PROJECT NUMBER SHEET NO. DISTRICT COUNTY TEXAS CONT TARRANT SECT JOB HIGHWAY NO SH 183 $DATE$ $TIME$ Gate S 0 S IH 820 Overhead Sign STA. 648+00 - STA. 678+00 820E35S 1226 638.6 20+00 50 ’ FERNANDO GAYTAN, P.E. TEXAS REGISTRATION NO: 620.1 40 +0 0 45+0 360’ AECOM Technical Services Inc.- 3580 THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF: NORTH TARRANT EXPRESS - SEGMENT 3A 1 50 35S820W 35 +0 0 WN MB-35 640.7 FR 50 305’ 2 35N820W FH EB 305’ 15+00 LP 50 35N820W +0 0 1140 VD (MPH) 820E35N 35 0 0 + 305’ LP 15+00 5 8 3 820E35S SSD 0 E 0 LP LP CONNECTOR Earthen Dam 00 o P Guard Posts NOTE: SHOULDER WIDTHS FOR THE FOLLOWING CONNECTORS WERE FLIPPED, PLACING THE 8’ SHOULDER ON THE INSIDE CURVE, TO MEET STOPPING SIGHT DISTANCE (SSD) REQUIREMENTS SET FORTH IN NTE SEGMENTS 1 & 2 CDA, BOOK 2, TABLE 11-2. FH E 8 2 te a FP ts s FP R F B LP LP N Posts Posts 2 Slab 30+ Slab Paved Parking 625+00 Unpaved Parking 625+00 0 LP LP Slab 625+00 0 2 LP Paved Parking 3 5 LP LP 15+00 + 0 LP 4 LP LP Area Under Construction 0 LP + LP LP LP 5 Ramp 1 4 Paved Parking LP LP G X X 30+ LEGEND Match Line - Sta. 611+00 PROPOSED MAINLANES PROPOSED MANAGED LANES PROPOSED FRONTAGE ROADS /SURFACE STREET LP c bs LP PROPOSED DIRECT CONNECTOR /PROPOSED RAMP Obscured ure LP Guard Posts LP d re Gate Paved Parking FH LP LP LP Slab Inlet Ramp LP LP LP Satellite Dish S Gate Pool LP Inlet LP Paved Parking LP LP LP LP LP Slab END BRIDGE END BRIDGE LP LP LP LP | 820W35N | MLW-S S Ramp Paved Parking S LP STA. 55+10.00 Slab Inlet STA. 60+40.00 LP Slab S LP LP Paved Parking S Paved Parking S LP LP LP LP LP Inlet Paved Parking LP LP LP LP LP LP LP Slab LP LP Inlet Paved Parking Slab Gate Slab Gate 2 Inlet Paved Parking X LP LP Sign LP LP Paved Parking Inlet Paved Parking END CONSTRUCTION LP LP Paved Parking Obscured Area Inlet Sign Inlet Slab Inlet Obscured Area 385+00 LP CAB A/11075 FH Retaining Wall LP 25+00 Sign LP FH 3 Sign MH Sign LP Inlet LP LP BS-820W 65+00 390+00 10+00 2 00 70+ Slab GP820W 55+00 60+00 685+00 65+00 1 75+00 2 690+00 1 695+00 695+00 705+00 710 2 709 628.6 55+00 50+00 700+00 2 690+00 685+00 4 Inlet 1 820 700+00 639.8 705+00 2 55+00 3799/413 60+00 3790/172 65+00 70+00 Inlet 705+00 700+00 2 685+00 2 690+00 695+00 4 75+00 680+00 Culvert Culvert Culvert FH Culvert LP LP LP 70+00 65+00 60+00 S LP 2 Sign EASEMENT 3790/175 395+00 390+00 Slab Slab 400+00 MH FH LP FH Gate Gate Slab FP Gate LP LP FH Gate Slab FP Slab Inlet Paved Parking Paved Parking FH Slab FH FH Slab LP LP LP LP LP LP Retaining Wall Slab Paved Parking LP LP LP LP LP LP LP Slab 385+00 FH Slab Slab 2 LP Slab Slab Slab Slab Retaining Wall D205224302 2 820E-BS Slab Slab Slab EBFR2 405+00 Posts D206166727 Sign Posts Sign Posts 20+00 Slab Posts 410+00 820E-B LP 400+00 395+00 Posts 820W35N Culvert 55+00 680+00 Inlet LP LP Culvert Slab S Sign Inlet S LP 20+00 2 2 LP LP MH Sign MH 680+00 50+00 LP LP MATCH CONSTRUCTION BY OTHERS 60+00 15+00 Inlet IH820 STA 702+60.00 Obscured Area Sign Gate 55+00 NUMBER OF TRAFFIC LANES LP Slab LP 380+00 LP Gate LP LP LP LP LP 40+00 LP LP LP LP LP FH Area Under Construction Paved Parking LP Paved Parking MH Slab LP Slab LP Slab Slab GL LP LP END BRIDGE FH | 35N820E STA. 61+90.00 Slab LP LP LP MH LP Gate LP LP LP LP LP S S Area Under Construction DR. Obscured Area RSIDE S la b Inlet LP N. RIV E Match Line - Sta. 678+00 LP LP PROPOSED RIGHT-OF-WAY (EXISTING ACCESS TO REMAIN) Inlet Slab Paved Parking LP Inlet LP Paved Parking LP LP LP PROPOSED RIGHT-OF-WAY Obscured (ACCESS RESTRICTED) Area Paved Parking Slab Inlet LP Inlet Paved Parking EXISTING RIGHT-OF-WAY Slab LP 375+00 CONSTRUCTION BY OTHERS Guard Posts Sign Inlet Paved Parking MH LP FH ID N. RIVERS Inlet LP Obscured Area PROPOSED GORE Inlet LP LP Slab LP Ramp S S LP Paved Parking LP Inlet LP LP LP LP Inlet Slab LP Paved Parking Guard Posts LP Gate Posts Slab LP LP LP LP LP Inlet Inlet Paved Parking LP Inlet LP Guard Posts FH Inlet 1143 Guard Posts Slab FH LP LP LP LP LP LP LP LP 623.1 1144 625.7 AECOM Technical Services Inc.- 3580 THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF: ’ FERNANDO GAYTAN, P.E. 92244 TEXAS REGISTRATION NO: DATE: 05-17-2010 NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES. NORTH TARRANT EXPRESS - SEGMENT 3A IH 820 PLAN STA. 678+00 - STA. 708+00 SHEET 3 OF 7 $FILE$ LP Inlet Sign Paved Parking Guard Posts PROPOSED SHOULDERS Slab E DR. Paved Parking LP Area a LP LP Inlet MH A Obscured Area FED. RD. DIV. NO. STATE PROJECT NUMBER SHEET NO. DISTRICT COUNTY TEXAS CONT TARRANT SECT JOB HIGHWAY NO SH 183 $DATE$ $TIME$ LP Inlet O X X LEGEND SCALE: 1" = 200’ 1" = 200’ PROPOSED MAINLANES L PROPOSED MANAGED LANES EL FH PROPOSED FRONTAGE ROADS /SURFACE STREET Goal LP LP Athletic Court Inle t Pool Slab LP LP Pool PROPOSED DIRECT CONNECTOR /PROPOSED RAMP LP S Obscured Area SH D AN MH FH LP LP A/C Units LP FP Sign Obscured Area PROPOSED GORE LP MH LP A/C Units A/C Units S A/C Units PROPOSED RIGHT-OF-WAY (ACCESS RESTRICTED) t LP Inle LP t LP red Obscu Area Pave rk d Pa ing LP LP rk d Pa LP Ramp Guard Posts LP MH Sign t Gate ing MH Paved Parking Inle LP Pave LP A/C Units Gate Slab red Obscu Area LP Obscured Area Obscured Area LP LP MH 1154 Paved Parking A/C Units EXISTING RIGHT-OF-WAY Slab Inle LP MATCH SEGMENT 3B Inlet t Slab LP 646.1 CONSTRUCTION BY OTHERS Paved Parking Inle 1145 LP Obscured Area 624.1 A/C Units PROPOSED SHOULDERS Obscured Area IH35W STA 581+00.00 Paved Parking BEGIN INTERCHANGE LP Inle t LP LP LP Slab LP LP FH Obscured Area PROPOSED RIGHT-OF-WAY (EXISTING ACCESS TO REMAIN) LP LP LP LP LP MH Inlet X LP NUMBER OF TRAFFIC LANES Pave rk d Pa Pave ing rk d Pa ing LP A/C Units Inle t Obscured Area Inlet LP Pave rk d Pa ing LP LP Obscured Area LP Pond Pave rking d Pa LP Match Line - Sta. 587+00 LP LP Inlet Inlet Inlet Paved Parking Paved Parking Sign LP Slab Inle Sign Obscured Area t S 0^ 45’ 58.42" E Slab LP 2 330+00 335+00 t S t Inle t Inle t LP Pave rk d Pa ing Inle t S Sign 4036/466 LP Inle t Inle t 580+00 2 S 0^ 45’ 58.46" E GP35N 585+00 MH Slab 2 Inle t 729 2 580+00 637.0 35W 585+00 S 0^ 45’ 58.46" E GP35S 585+00 3 2 1 65+00 580+00 Inle t 405+00 2 N 0^ 45’ 58.46" W LP LP Sign Culv ert S ark d P ve LP in Pave LP g rk d Pa ing LP S MH LP MH MH LP Pave LP rk d Pa LP ing FP LP FH Pave Sla LP LP b rk d Pa S ing LP FH S Gat e S Pave S rk d Pa ing LP Playg round 1156 1225 644.9 ’ FERNANDO GAYTAN, P.E. 92244 TEXAS REGISTRATION NO: DATE: 05-17-2010 NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES. NORTH TARRANT EXPRESS - SEGMENT 3A OLD DENTON 635.3 LP LP AECOM Technical Services Inc.- 3580 THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF: IH 35W PLAN BEGIN - STA. 587+00 SHEET 4 OF 7 $FILE$ LP S Inle 4 FED. RD. DIV. NO. STATE PROJECT NUMBER SHEET NO. DISTRICT COUNTY TEXAS CONT TARRANT SECT JOB HIGHWAY NO SH 183 $DATE$ $TIME$ LP LP Inle 0 15+02 10+00 Pa Inle t X X LEGEND SCALE: LP PROPOSED MAINLANES PROPOSED MANAGED LANES PROPOSED FRONTAGE ROADS /SURFACE STREET SCALE: 1" = 200’ PROPOSED DIRECT CONNECTOR /PROPOSED RAMP PROPOSED SHOULDERS 1163 635.1 FOSSIL CR. BLVD. PROPOSED GORE CONSTRUCTION BY OTHERS EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY (ACCESS RESTRICTED) 00 3799/413 0 30+00 35+00 40+00 1 Obscured Area FH Obscured Area LP S 3^ 14’ 01.54" W 30+00 15+00 N 2^ 12’ 26.34" W 13 1 Culvert Sign Inlet LP Sign Culvert 10+00 S 2^ 12’ 26.34" E 20+00 730 25+00 Inlet MH MH 2 20+00 3 25+00 2 IH35 NB 2 2 S 0^ 45’ 58.46" E S 0^ 45’ 58.46" E 600+00 20+00 595+00 1 10+00 15+00 LP Sign 2 605+00 20+00 595+00 610+00 S 0^ 45’ 58.46" E Culvert LP 4077/14 2 35W Earthen Dam 600+00 S 0^ 45’ 58.46" E 2 600+00 LP Earthen Dam 595+00 Slab LP LP LP LP 590+00 610+00 0+00 3 1 2 S 0^ 45’ 58.46" E 590+00 605+00 25+00 1 Culvert 2 15+00 10+00 Earthen Dam 590+00 Sign 25+00 610+00 605+00 3 65+00 60+00 Culvert 55+00 S 0^ 40’ 32.21" W 10+00 1 15+00 390+00 2 S 0^ 28’ 12.53" E 1 0 400+00 395+00 N 0^ 14’ 01.54" E 00 5+ 38 N 0^ 40’ 32.21" E 10+00 15+00 20+00 00 58.46" E S 4^ 45’ 1 25+00 45+ TFP 2 50+00 1 Match Line - Sta. 611+00 Inlet Inlet 00 35+ 350+00 345+00 3 340+00 2 636.1 Obscured Area Inlet Inlet E S 3^ 08’ 07.62" S 2^ 12’ 26.34" E 4036/466 NUMBER OF TRAFFIC LANES Slab Inlet Obscured Area 355 3 X 0 4 2 1 1 Match Line - Sta. 587+00 0 0 + +0 2 PROPOSED RIGHT-OF-WAY (EXISTING ACCESS TO REMAIN) 0+ 36 LP LP Obscured Area Overhead Sign 1 MH MH MH 0 0 + 0 8 AECOM Technical Services Inc.- 3580 THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF: ’ FERNANDO GAYTAN, P.E. 92244 TEXAS REGISTRATION NO: DATE: 05-17-2010 NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES. NORTH TARRANT EXPRESS - SEGMENT 3A IH 35W SHEET 5 OF 7 $FILE$ PLAN STA. 587+00 - STA. 611+00 FED. RD. DIV. NO. STATE PROJECT NUMBER SHEET NO. DISTRICT COUNTY TEXAS CONT TARRANT SECT JOB HIGHWAY NO SH 183 $DATE$ $TIME$ 1207 640.4 3 X LEGEND CRO SSIN G PROPOSED MAINLANES 1134 605.2 620.1 MIDDLETON CONSTRUCTION BY OTHERS EXISTING RIGHT-OF-WAY Slab TFP Obscured Area Slab TFP Slab PROPOSED RIGHT-OF-WAY (ACCESS RESTRICTED) PROPOSED RIGHT-OF-WAY (EXISTING ACCESS TO REMAIN) Slab Slab Slab Slab Slab Slab X Gate FH Gate Gate FH FH NOR THE RN PROPOSED SHOULDERS PROPOSED GORE Slab MELODY HILL Obscured Area Slab STA. 24+10.00 PROPOSED DIRECT CONNECTOR /PROPOSED RAMP Slab BEGIN BRIDGE B L 35N820E PROPOSED FRONTAGE ROADS /SURFACE STREET Obscured Area MOBILE PROPOSED MANAGED LANES 1" = 200’ Obscured Area 1136 SCALE: NUMBER OF TRAFFIC LANES Sign Sign Area Under Construction FH 00 5+ 36 LP Sign MONA LISA Slab MH Slab TFP FH 360+00 LP LP Satellite Dish LP LP LP Paved Parking 25+00 LP LP Earthen Dam S LP 20+00 Culvert Culvert 15+00 Earthen Dam Culvert N 0^ 39’ 48.25" E N 2^ 24’ 14 .17" E S LP 10+00 LP Culvert Culvert 650+00 Above Ground Pipes 25+00 20+00 15+00 655+00 3 4077/14 Culvert LP LP LP LP Inlet LP LP 732 LP LP LP LP 614.2 LP LP 650+00 Riprap N 0^ 08’ 16.50" E LP LP 10+00 N 1^ 13’ 13.82" EN 0^ 04’ 29.22" E S 0^ 04’ 29.22" W 645+00 660+00 2 Culvert 640+00 660+00 2 S 0^ 08’ 16.50" W 645+00 10+00 LP Slab 30+00 731 MH LP LP LP LP LP LP LP 629.1 655+00 LP N 0^ 08’ 16.50" E LP 650+00 LP LP S 0^ 08’ 16.50" W 635+00 3991/527 15+00 Inlet 35W 2 10+00 30+00 25+00 20+00 Culvert 645+00 640+00 1 1 LP E IH35 SB 660+00 3 655+00 S 0^ 04’ 29.22" W Inlet Culvert Culvert LP LP LP LP FH FP Slab LP LP FP Gate Inlet FH LP FH LP Posts LP Sign TFP Sign Slab Gate FH Slabs LP MH MH Retaining Wall Sign Paved Parking LP S Slab Sign BEGIN BRIDGE MH B L EBFR1 STA 418+68.96 FH LP Ramp Gate Stock Pile Paved Parking LP Signs LP Culvert LP Slab LP Paved Parking Inlet Inlet Gate Inlet Inlet FH Slab Sign Sign LP 1138 LP Slab LP LP Inlet Paved Parking LP LP LP Slab Guard Posts Sla b MH Ram p Ramp Ramp Ramp TFP Ramp Paved Parking Paved Parking Paved Parking Retaining Wall Posts Slab Stock Pile LP Sign FH Unpaved Parking Tank TFP Signs 606.3 GREAT SOUTHWEST LP LP STA. 20+89.00 STA. 50+00.00 Paved Parking B L MLW-S LP Gate TFP Slab Signs BEGIN BRIDGE B L 820E35S Culvert TFP TFP TFP TFP TFP TFP Slab Paved Parking Paved Parking AECOM Technical Services Inc.- 3580 THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF: ’ FERNANDO GAYTAN, P.E. 92244 1139 621.7 TEXAS REGISTRATION NO: DATE: 05-17-2010 NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES. NORTHEAST NORTH TARRANT EXPRESS - SEGMENT 3A 1226 638.6 IH 35W PLAN NOTE: 5% MAXIMUM SLOPE ON ALL ML RAMP CONNECTING IH35W-NB TO IH35W-EB (MLN-E) AS PER NTE SEGMENTS 1 & 2 CDA, BOOK 2, TABLE 11-2. STA. 630+00 - STA. 660+00 SHEET 6 OF 7 L:\work\Trans\112671 NTE\NTE_35W_820 IC Supplemental\CADD\Sheet\35W_820_PL_06.dgn TFP 0+ BEGIN BRIDGE Inlet LP 00 420+00 Earthen Dam FH 1 39 34 LP S 415+00 Sign E 400+00 395+00 410+00 405+00 Riprap S 1^ 41’ 52.98" E Earthen Dam LP 2" .7 9 ’ 3 2 Inlet 25+00 40 7^ 70+00 65+00 Inlet 20+00 60+00 55+00 Obscured Area 50+00 W S 0^ 11’ 13.48" FED. RD. DIV. NO. STATE PROJECT NUMBER SHEET NO. DISTRICT COUNTY TEXAS CONT TARRANT SECT JOB HIGHWAY NO SH 183 5/17/2010 5:33:33 PM 630+00 LP Culvert 640+00 635+00 LP N 4^ 39 ’ 48.2 5" 630+00 LP Earthen Dam Sign 1 340+00 30+00 345+00 Paved Parking LP 35+00 vert Cul Earthen Dam 630+00 LP D206166727 S 0^ 08’ 16.50" W LP vert Cul N 2^ 56’ 16.28" E 350+00 635+00 2 10+00 Match Line - Sta. 660+00 LP Stock Pile 40+00 Billboard Match Line - Sta. 630+00 LP Slab FH Sign 355+00 1 20+00 35+00 LP 25+00 LP S 2^ 03’ 43.72" E LP S 0^ 39’ 48.25" W Gate 1 LP 2 Pool X X LEGEND LITTLE FOSSIL 1131 595.8 PROPOSED MAINLANES PROPOSED MANAGED LANES AQUARIUS SCALE: PROPOSED FRONTAGE ROADS /SURFACE STREET 1" = 200’ PROPOSED DIRECT CONNECTOR /PROPOSED RAMP MH LP LP LEAMSIDE Inlet PROPOSED SHOULDERS Gate MH Paved Parking Gate PROPOSED GORE LP LP LP Earthen Dam LP END INTERCHANGE CONSTRUCTION BY OTHERS POLARIS Slab END BRIDGE B L EBFR2 STA 334+19.92 STA 331+67.35 EXISTING RIGHT-OF-WAY IH35W STA 666+50.00 END FRONTAGE ROAD LP Inlet BEGIN BRIDGE B L EBFR2 PROPOSED RIGHT-OF-WAY (ACCESS RESTRICTED) C L EBFR2 STA 324+20.00 MATCH SEGMENT 3A MATCH SEGMENT 3A PROPOSED RIGHT-OF-WAY (EXISTING ACCESS TO REMAIN) LP MH MH MH LP Inlet LP LP LP Slab Inlet Inlet LP Pool NUMBER OF TRAFFIC LANES Sign b S la X Gate LP Earthen Dam LP LP LP Paved Parking MH LP Paved Parking Inlet Sign L LP LP Earthen Dam LP LP LP LP Obscured Area Paved Parking Gas Filler Caps Billboard LP Sign LP Riprap Inlet N 0^ 08’ 16.57" E LP LP N 0^ 08’ 16.50" E Obscured Area LP Retaining Wall Riprap LP Inlet Inlet Riprap Obscured Area LP LP Obscured Area Slab LP Retaining Wall Culvert LP 3995/136 Riprap 680+00 Retaining Wall LP LP Retaining Wall LP LP 733 608.7 LP LP TL LP TL Inlet Inlet LP LP LP LP Inlet Sign Posts Paved Parking FH Gas Filler Caps LP LP Slab Gate LP MH Slab Slab Slab Paved Parking LP LP Slab Obscured Area Inlet Sign MH LP LP LP LP LP MH Paved Parking LP LP LP Signs Gate LP LP Playground MH MH Sign Sign LP Inlet MH LP MH FP LP FP LP Gate FH Slab Inlet FH PL LP S LP LP A/C Units t S MH S S le n MH LP LP I LP Inlet LP Paved Parking Paved Parking Inlet Inlet Sign 1132 R TU STA 662+79.33 MATCH EXISTING ELEVATION SA END FRONTAGE ROAD C L EBFR1 STA 426+09.10 616.3 N LP END BRIDGE B L GP35S STA 660+22.13 AECOM Technical Services Inc.- 3580 THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF: ’ FERNANDO GAYTAN, P.E. END BRIDGE DATE: B EBFR1 L STA 421+24.76 92244 TEXAS REGISTRATION NO: 05-17-2010 NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES. NORTH TARRANT EXPRESS - SEGMENT 3A IH 35W PLAN STA. 660+00 - STA. 666+50 SHEET 7 OF 7 L:\work\Trans\112671 NTE\NTE_35W_820 IC Supplemental\CADD\Sheet\35W_820_PL_07.dgn la FP S BEGIN BRIDGE B L GP35S FED. RD. DIV. NO. STATE PROJECT NUMBER SHEET NO. DISTRICT COUNTY TEXAS CONT TARRANT SECT JOB HIGHWAY NO SH 183 5/17/2010 5:34:16 PM le Earthen Dam S MEACHAM BLVD. Earthen Dam S b Slab STA 663+21.81 LP Inlet In LP Inlet Obscured Area t Sign STA 660+69.17 Inlet Riprap MH Culvert TL S END BRIDGE C L CL35W LP Riprap LP LP MH L IP BEGIN BRIDGE C L CL35W LP Obscured Area Riprap MH 430+00 TL LP LP LP TL Slab Riprap LP 3995/136 Obscured Area LP Riprap LP LP Slab Slab 675+00 2 425+00 IN SIL 680+00 680+00 Slab 670+00 Slab 3 EM FOS TLE T I L LP 675+00 S 0^ 08’ 16.50" W 665+00 35W 734 675+00 Slab 670+00 Slab 2 624.2 670+00 Retaining Wall LP 2 665+00 Slab CL35W EBRW-10E CR. Retaining Wall Riprap Riprap LP Slab Slab Slab 665+00 34 S 0^ 43’ 44.41" E 420+00 TL Inlet LP LP 25+00 S 0^ 08’ 16.50" W GP35S 660+00 TL 335+00 330+00 Sign 325+00 35N-MH 2 T 660+00 LP 32 T LP 325+00 1 20+00 GP35N 660+00 FH TL 15+00 LP 2 LP 33 S 0^ 08’ 16.50" W 35 35N-MH Slab Match Line - Sta. 660+00 LP L G Culvert FH X X LEGEND
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File Type : PDF File Type Extension : pdf MIME Type : application/pdf PDF Version : 1.5 Linearized : No Title : 35W_820_PL_01.dgn Author : Bentley Systems, Inc. Creator : MicroStation 8.5.2.35 Modify Date : 2010:05:17 17:36:16-05:00 Create Date : 2010:05:16 18:16:14-05:00 Page Count : 8 XMP Toolkit : XMP Core 4.1.1 Metadata Date : 2010:05:16 18:16:14-05:00 Document ID : uuid:7e76e7a0-a69d-4421-bb02-fa7007b62a50 Instance ID : uuid:798d0ccb-2c64-4734-a78f-a00c4a70231f Format : application/pdf Producer : PDF-XChange Viewer [Version: 2.0 (Build 42.6) (Oct 21 2009; 16:56:55)]EXIF Metadata provided by EXIF.tools