R GRAPEVINE LAKE KRUM COOKE CO. GRAYSON CO. COLLIN CO. TARRANT CO. WISE CO. DENTON STONY SANGER PILOT POINT AUBREY LINCOLN PARK HEBRON LEWISVILLE FLOWER MOUND ROANOKE BARTON- VILLE JUSTIN PONDER LITTLE ELM 35 E 35 W 35 E 51 455 1173 2450 2450 380 2622 2449 156 1384 407 114 156 407 2499 1515 380 1173 156 455 35 138 2164 387 455 1385 2931 428 428 1385 2931 424 380 423 2934 720 720 720 380 426 288 428 2164 3163 2164 2153 1171 121 2281 544 121 423 1171 407 1830 377 377 118 114 35 W 2499 3040 2181 77 35 428 428 377 455 1192 1190 377 3824 LAKE RAY ROBERTS CORINTH ARGYLE LEWISVILLE LAKE 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 DENTON COUNTY DALLAS DISTRICT LEWISVILLE LAKE DENTON 77 380 35 35W 377 35E 35W 288 1173 380 377 380 377 288 428 2164 2449 426 377 1830 288 77 2181 2181 407 1515 2181 IH 35E Texas Department of Transportation Dallas District Design Schematic William L. Hale, P.E., District Engineer Scale: Horizontal 1"=200’ Vertical 1"=20’ R GRAPEVINE LAKE KRUM COOKE CO. GRAYSON CO. COLLIN CO. TARRANT CO. WISE CO. DENTON STONY SANGER PILOT POINT AUBREY LINCOLN PARK HEBRON LEWISVILLE FLOWER MOUND ROANOKE BARTON- VILLE JUSTIN PONDER LITTLE ELM 35 E 35 W 35 E 51 455 1173 2450 2450 380 2622 2449 156 1384 407 114 156 407 2499 1515 380 1173 156 455 35 138 2164 387 455 1385 2931 428 428 1385 2931 424 380 423 2934 720 720 720 380 426 288 428 2164 3163 2164 2153 1171 121 2281 544 121 423 1171 407 1830 377 377 118 114 35 W 2499 3040 2181 77 35 428 428 377 455 1192 1190 377 3824 LAKE RAY ROBERTS CORINTH ARGYLE LEWISVILLE LAKE DENTON COUNTY DALLAS DISTRICT LEWISVILLE LAKE DENTON End CSJ: 0196-01-074 Begin CSJ: 0195-03-050 STA. 1859+24 77 380 35 35W 377 35E 35W 288 1173 380 377 380 377 288 428 2164 2449 426 377 1830 288 77 2181 2181 407 1515 2181 IH 35E End Project End CSJ 0195-03-071 STA. 2114+00 Texas Department of Transportation Dallas District Design Schematic William L. Hale, P.E., District Engineer LEGEND: NOTES: (54) SCHEMATIC PREPARED BY: FOR INTERIM REVIEW ONLY NOT FOR PERMITTING, BIDDING OR CONSTRUCTION. Prepared by or under the Direct Supervision of: Matthew G. Craig 69910 P.E. NUMBER DATE 11-24-2010 Chad R. Gardiner 93793 P.E. NUMBER NAME NAME Scale: Horizontal 1"=200’ Vertical 1"=20’ 35E PIH35E-1 From: FM 2181 S. in Corinth To: US 380 Denton County Functional Class: Interstate Project Length: 10.45 Miles From: FM 2181 S. in Corinth To: US 380 Denton County Functional Class: Interstate Project Length: 10.45 Miles ROLL INDEX ROLL 1 - STA 1562+00 TO 1648+00 PLAN/PROFILE ROLL 2 - STA 1648+00 TO 1734+00 PLAN/PROFILE ROLL 3 - STA 1734+00 TO 1821+00 PLAN/PROFILE ROLL 4 - STA 1821+00 TO 1916+00 PLAN/PROFILE ROLL 5 - STA 1916+00 TO 2016+00 PLAN/PROFILE ROLL 6 - STA 2016+00 TO 2114+00 PLAN/PROFILE ROLL 7 - IH 35W INTERCHANGE PLAN/PROFILE ROLL 8 - FRONTAGE ROAD PROFILES ROLL 9 - FRONTAGE ROAD PROFILES ROLL 10 - FRONTAGE ROAD PROFILES ROLL 11 - FRONTAGE ROAD PROFILES ROLL 12 - CROSS STREET AND RAMP PROFILES ROLL 13 - RAMP PROFILES End CSJ: 0195-03-050 Begin CSJ: 0195-03-071 STA. 2010+00 HALFF ASSOCIATES, INC. REGISTRATION NUMBER 312 1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED ON AERIAL SURVEYS DATED FEBRUARY 9, 2006 AND RECORD PLANS. 2. TRAFFIC VOLUMES APPROVED BY TP&P ON FEBRUARY 10, 2009. 3. ADA RAMPS ARE NOT DEPICTED ON THE PLAN. SIDEWALKS ARE NOT SHOWN ALONG FRONTAGE ROADS, BUT WILL BE CON- STRUCTED IN VARIOUS LOCATIONS. THE EXACT LOCATIONS OF THESE SIDEWALKS WILL BE DETERMINED DURING THE PS&E DESIGN THROUGH COORDINATION BETWEEN TXDOT AND LOCAL GOVERNMENTS. THE FRONTAGE ROAD TYPICAL SECTION RESERVES A 6’ WIDE CORRIDOR ADJACENT TO THE OUTSIDE CURB FOR FUTURE SIDEWALK LOCATIONS. 4. EXISTING DRIVEWAY LOCATIONS ARE NOT SHOWN IN PLAN. EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS DETERMINED DURING DETAILED DESIGN AND COORDINATION WITH THE CITIES; THE DRIVEWAY WILL BE A SAFETY ISSUE AND/OR IS LOCATED WITHIN ACCESS DENIAL LIMITS AS SHOWN. 5. ACCESS DENIAL LIMITS ARE DETERMINED BY PROVIDING SAFETY TO THE TRAVELING PUBLIC, MAINTAINING LEVEL OF SERVICE ON THE FRONTAGE ROADS AND MAINTAINING SAFE ACCESS TO ADJACENT PROPERTY OWNERS. ACCESS DENIAL LIMITS MAY BE ADJUSTED BY PROVIDING TRAFFIC IMPACT ANALYSIS (TIA) BY THE ADJACENT PROPERTY OWNERS AND AVOIDING LANDLOCK ISSUES AS LONG AS THE SAFETY TO THE TRAVELING PUBLIC IS NOT COMPROMISED. 6. BUILDINGS ARE SHOWN AS POTENTIAL DISPLACEMENTS IF THE PROPOSED ROW PHYSICALLY INTERSECTS THE EXISTING BUILDING STRUCTURE. 7. UNLESS OTHERWISE NOTED EXISTING PAVEMENT AND BRIDGES LOCATED WITHIN LIMITS OF PROPOSED RECONSTRUCTION WILL BE REMOVED. EXISTING ROW PROPOSED ROW (PRELIMINARY - SUBJECT TO CHANGE) PROPOSED DRAINAGE EASEMENT (PRELIMINARY - SUBJECT TO CHANGE) CONTROL OF ACCESS EXISTING PROPERTY LINE EXISTING DRAINAGE EASEMENT 100 YR FLOODPLAIN BOUNDARY LANE ARROW (TRAFFIC DIRECTION) MAJOR DRAINAGE FLOW ARROW PROPERTY PARCEL ID # (SEE TABLE) HORIZONTAL CURVE LABEL GENERAL PURPOSE LANES MANAGED LANES FRONTAGE ROADS RAMPS LOCAL STREETS BRIDGES PAVEMENT TO BE REMOVED (SEE NOTE 8) POTENTIAL DISPLACEMENT EXISTING CULVERT PROPOSED CULVERT PROPOSED BRIDGE BENT PROPOSED RETAINING WALL PROPOSED NOISE WALL EXISTING TRANSMISSION LINE EXISTING GAS LINE PROPOSED OVERHEAD SIGN BRIDGE (OSB) PROPOSED CANTILEVERED SIGN STRUCTURE (COSS) PROPOSED GROUND MOUNT 8. SUPER ELEVATION AXIS OF ROTATION IS ABOUT THE PGL. 9. CURBS ON FRONTAGE ROADS AND CROSS STREETS ARE TYPE II UNLESS NOTED OTHERWISE. 10. DIMENSIONS ARE TO FACE OF CURB, FACE OF RAIL/BARRIER, OR TO THE EDGE OF UNCURBED PAVEMENT (UNLESS NOTED OTHERWISE). 11. PROPOSED CROSS STREET SECTIONS ARE BASED ON CITY THOROUGHFARE PLANS. 12. TYPICAL CROSS STREET TURNOUT RADIUS EQUALS 75’ TYPICAL, 50’ MIN. UNLESS NOTED OTHERWISE. 13. RAMP HORIZONTAL CURVATURE BETWEEN PHYSICAL GORES IS SHOWN IN TABLE. TYPICAL FRONTAGE ROAD GORES UTILIZE A MINIMUM 1055’ RADIUS. TYPICAL MAINLANE GORES UTILIZE A MINIMUM RADIUS OF 3405’. VARIATIONS FROM TYPICAL RADIUS’ ARE NECESSARY IN LOCATIONS WITH OPERATIONAL WEAVING CONSTRAINTS OR WHEN THE RAMP GORE IS LOCATED WITHIN A HORIZONTAL CURVE ON THE CONTROLLING ROADWAY. 14. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON FEMA FLOOD INSURANCE RATE MAPS. 15. PROPOSED CULVERT SIZES SHOWN IN THE SCHEMATIC ARE SIZED BASED ON PRELIMINARY DRAINAGE ANALYSIS OF UPSTREAM DRAINAGE AREAS. A DETAILED DRAINAGE STUDY WILL BE PERFORMED PRIOR TO CONSTRUCTION TO FINALIZE THE PROPOSED CULVERT SIZES AND DESIGN. COORDINATION BETWEEN TXDOT, LOCAL GOVERNMENTS, AND ADJACENT PROPERTY OWNERS WILL BE PERFORMED DURING THIS DETAILED DESIGN PHASE. FOR PROPOSED CULVERTS THAT CONNECT TO EXISTING, ENCLOSED DOWNSTREAM DRAINAGE SYSTEMS LOCATED OFF OF TXDOT ROW; THE DETAILED DESIGN PHASE AND COORDINATION EFFORT WILL DETERMINE IF DOWNSTREAM ENCLOSED DRAINAGE SYSTEMS WILL BE IMPROVED AND IF ANY DRAINAGE EASEMENTS WILL NEED TO BE OBTAINED BY THE LOCAL GOVERNMENTS FOR IMPROVEMENT OF THESE SYSTEMS. November 2010 Roll of 13 November 2010 Roll of 13 CSJ’s: 0196-01-056 0196-01-074 0195-03-050 0195-03-071 0195-03-075 Design Speed: Mainlanes 70 mph Managed Lanes 70 mph Ramps 40 mph IH 35W Connections to IH 35 60 mph Direct Connecting Ramps PDCNWSE & PDCNESW 40 mph U-Turns 20 mph Frontage Roads 40 mph Cross Streets 30 mph CSJ’s: 0196-01-056 0196-01-074 0195-03-050 0195-03-071 0195-03-075 Design Speed: Mainlanes 70 mph Managed Lanes 70 mph Ramps 40 mph IH 35W Connections to IH 35 60 mph Direct Connecting Ramps PDCNWSE & PDCNESW 40 mph U-Turns 20 mph Frontage Roads 40 mph Cross Streets 30 mph CSJ: 0195-03-175 Construct IH 35E Pedestrian Bridge End CSJ: 0196-01-056 Begin CSJ: 0196-01-074 STA. 1821+00 Begin Project Begin CSJ: 0196-01-056 Match CSJ: 0196-01-096 STA. 1562+00 35E End Project End CSJ 0195-03-071 STA. 2114+00 End CSJ: 0195-03-050 Begin CSJ: 0195-03-071 STA. 2010+00 End CSJ: 0196-01-074 Begin CSJ: 0195-03-050 STA. 1859+24 Begin Project Begin CSJ: 0196-01-056 Match CSJ: 0196-01-096 STA. 1562+00 End CSJ: 0196-01-056 Begin CSJ: 0196-01-074 STA. 1821+00 CSJ: 0195-03-175 Construct IH 35E Pedestrian Bridge C 2010 by Texas Department of Transportation all rights reserved Jeremy W McGahan 103650 P.E. NUMBER NAME 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 C 2010 by Texas Department of Transportation all rights reserved SCHEMATIC PREPARED BY: FOR INTERIM REVIEW ONLY NOT FOR PERMITTING, BIDDING OR CONSTRUCTION. Prepared by or under the Direct Supervision of: Matthew G. Craig 69910 P.E. NUMBER DATE 11-24-2010 Chad R. Gardiner 93793 P.E. NUMBER NAME NAME HALFF ASSOCIATES, INC. REGISTRATION NUMBER 312 Jeremy W McGahan 103650 P.E. NUMBER NAME 6257 715.28 UNPAVED PARKING PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA GATE GATE INLET MH MH INLET INLET INLET MH INLET INLET INLET INLET INLET INLET INLET INLET INLET INLET INLET BILLBOARD TFP TANK SIGN OVERHEAD SIGN S S S LP S SIGN SIGN LP FH SIGN S S LP LP LP FH SIGN LP TANK LP LP LP TANK LP TFP LP LP LP LP FH FH MH S S S S S S PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA GATE GATE GATE GATE INLET INLET MH MH INLET SIGNS MH MH MH MH INLET S LP TFP FH CULVERTS FH LP FH LP SIGN LP INLET S INLET S INLET MH MH MH MH S LP S MH LP LP MH INLET SIGN MH MH INLET LP INLET MH MH FH INLET MH INLET INLET S LP SIGN MH S S LP LP LP SIGNS LP FH S S CULVERT CULVERT S S S S INLET S S LP CULVERT S OVERHEAD SIGN S S INLET INLETS S LP CULVERT CULVERTS CULVERTS INLET GATE POOL INLET LP TFP 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S TFP TFP FH LP LP LP TFP LP MH MH MH S MH SIGN LP LP MH SIGN MH MH MH MH MH MH MH MH FH LP LP TFP FH LP S LP LP LP TFP FH S S LP LP LP LP LP LP LP S S S S SIGN S S MH BILLBOARD SIGN FH LP MH MH S FH TFP LP LP SIGN SIGNS S S S FH TL TL TL TL LP LP LP TFP TFP TFP TFP TFP TFP S S S S S LP LP MH SIGN SIGN SIGN SIGN LP S S S S S S S S S S S TL TL TL S LP FH LP LP LP LP LP LP MH SIGN MH S S MH TFP TFP TFP LP LP LP LP LP FH TFP TFP LP LP S FH LP LP LP LP LP LP LP LP S S SIGN SIGN S MH MH MH LP MH LP SIGN SIGN S S S S S S S S S S S S S S S MH MH MH MH MH MH MH MH MH MH MH MH MH TFP TFP TFP LP FH LP TFP LP LP BILLBOARD FH LP LP S S MH LP SIGN S S S S S S S S S S S S S S S S S S S S S S MH MH MH MH MH MH MH FH TFP TFP LP TFP LP TFP TFP LP LP LP LP LP LP LP LP LP LP FH LP LP MH MH MH MH MH MH LP LP LP FH FH SIGN SIGN LP FH LP SIGN SIGN S S BILLBOARD MH LP TL SIGN S MH MH MH MH MH MH MH MH S S TFP TFP LP TFP TFP S S S S S S S LP LP S S S LP LP LP S S LP LP LP LP LP LP LP LP LP TFP TFP TFP TFP TFP 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SIGN MH S S S S S S S S S S S S S S S S S MH INLET INLET INLET LP LP LP S S S S S S S S S S S S SCOREBOARD S OVERHEAD SIGN S INLET SIGN PARKING AREA PARKING AREA PARKING AREA PARKING AREA INLET OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED Z Z GAS GAS GAS GAS GAS GAS N T E X A S B L V D N T E X A S B L V D N T E X A S B L V D N T E X A S B L V D N T E X A S B L V D N T E X A S B L V D 10+00 15+00 20+00 10+00 15+00 20+00 25+00 30+00 10+00 15+00 20+00 25+00 10+00 15+00 20+00 25+00 10+00 15+00 20+00 25+00 N 79%%d 51’ 12" W N 48%%d 18’ 08" W N 66%%d 32’ 28" W N 59%%d 39’ 06" W 1915+00 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1950+00 1955+00 1960+00 1965+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 N 56%%d 39’ 06" W N 46%%d 41’ 19" W N 63%%d 02’ 22" W N 80%%d 45’ 42" W S 0%%d 06’ 29" W 15+00 20+00 25+00 15+00 10+00 15+00 20+00 25+00 10+00 15+00 20+00 25+00 30+00 10+00 15+00 20+00 10+00 N 80%%d 45’ 42" W N 48%%d 18’ 08" W N 66%%d 32’ 28" W 1910+00 1915+00 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1950+00 1955+00 1960+00 1965+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 1915+00 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1950+00 1955+00 1960+00 1965+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 N 77%%d 53’ 56" W N 80%%d 55’ 10" W N 48%%d 18’ 08" W N 66%%d 32’ 28" W 10+00 15+00 3910+00 3915+00 3920+00 3925+00 3930+00 3935+00 3940+00 3945+00 3950+00 3955+00 3960+00 3965+00 3970+00 3975+00 3980+00 3985+00 3990+00 3995+00 4000+00 4005+00 4010+00 4015+00 4020+00 N 83%%d 15’ 54" W N 80%%d 45’ 42" W N 65%%d 43’ 51" W N 59%%d 39’ 06" W N 59%%d 39’ 06" W 10+00 15+00 20+00 S 24%%d 44’ 38" W S 0%%d 59’ 18" E S 24%%d 49’ 40" W N 57%%d 21’ 16" W N 39%%d 48’ 37" W N 48%%d 18’ 08" W N 64%%d 47’ 50" W N 64%%d 07’ 52" W N 58%%d 22’ 26" W 10+00 15+00 20+00 S 55%%d 27’ 53" E N 86%%d 15’ 01" W S 25%%d 16’ 53" W 10+00 15+00 10+00 20+00 25+00 S 55%%d 32’ 23" W N 54%%d 08’ 03" W S 1%%d 03’ 58" W N 43%%d 55’ 49" W N 43%%d 55’ 49" W N 48%%d 18’ 08" W N 50%%d 48’ 08" W N 61%%d 57’ 12" W 10+00 15+00 N 89%%d 21’ 47" W S 28%%d 07’ 36" W S 61%%d 52’ 24" E 15+00 20+00 25+00 30+00 15+00 20+00 25+00 N 86%%d 10’ 26" W N 70%%d 13’ 41" W N 77%%d 53’ 56" W N 80%%d 30’ 17" W N 79%%d 21’ 12" W N 44%%d 46’ 33" W N 62%%d 37’ 34" W N 60%%d 14’ 45" W N 55%%d 02’ 03" W N 49%%d 54’ 22" W S 61%%d 57’ 12" E 35+00 40+00 45+00 30+00 N 75%%d 10’ 26" W N 80%%d 15’ 17" W N 80%%d 23’ 38" W N 52%%d 18’ 08" W N 48%%d 18’ 08" W N 49%%d 26’ 21" W 2915+00 2920+00 2925+00 2930+00 2935+00 2940+00 2945+00 2950+00 2955+00 2960+00 2965+00 2970+00 2975+00 2980+00 2985+00 2990+00 2995+00 3000+00 3005+00 3010+00 3015+00 3020+00 3025+00 N 55%%d 02’ 02" W N 64%%d 20’ 12" W N 66%%d 23’ 03" W N 63%%d 02’ 22" W IH 35E MEADOW ST LINDSEY ST KNIGHT ST McCORMICK GREENLEE ST GREENLEE ST AVE C AVE C BERNARD ST LINDSEY ST AVE D UNDERWOOD ST AVE A S LOCUST UP RR UP RR S LOCUST BONNIE BRAE UNDERWOOD ST COLLIER ST KENDOLPH DR N T E X A S B L V D FT WORTH DR 8’ 4’ 14’ 2.0% 26’ 6:1 DES 4:1 MAX 6:1 DES 4:1 MAX L B PGL L PIH35E C 12’ 12’ 12’ 0’-12’ 10’ 10’ 4’ 14’ 8’ 12’ 10’ 10’ 1’ 1’ 12’ 12’ 12’ 0’-12’ 10’ 10’ 4’ 14’ 8’ 12’ 10’ 10’ L PSBEGP B L PNBEGP B PGL 2.5%(TYP) 2.5%(TYP) 0’-30’ 0’-30’ 12’ 10’ 10’ L PIH35E C 12’ 12’ 12’ 0’-12’ 1’ 1’ 10’ 10’ 12’ 10’ 10’ 12’ 12’ 12’ 0’-12’ 10’ 10’ L PSBEGP B L PNBEGP B PGL 2.5%(TYP) 2.5%(TYP) PROP ROW = 172’ - 318’ PROP ROW = 150’ - 221’ EXIST ROW = 107’ - 153’ EXIST ROW = 147’ - 240’ 6’-25’ 6’-39’ PROP ROW = 174’ - 236’ PROP ROW = 158’ - 337’ EXIST ROW = 92’ - 196’ EXIST ROW = 99’ - 191’ 6’-23’ 6’-29’ 47’-85’ 47’-79’ 46’-58’ 46’-58’ 46’-58’ 47’-49’ 47’-49’ 46’-58’ L PIH35E C 12’ 12’ 12’ 10’ 10’ 12’ 10’ 10’ 1’ 1’ 12’ 12’ 12’ 0’-12’ 10’ 10’ 12’ 10’ 10’ L PSBEGP B L PNBEGP B PGL 2.5%(TYP) 2.5%(TYP) 0’-12’ PROP ROW = 200’ - 317’ EXIST ROW = 147’ - 240’ PROP ROW = 150’ - 208’ EXIST ROW = 107’ - 153’ 6’-93’ 6’-39’ 60’-77’ 46’ 47’-79’ 46’-58’ 24’ 10’ 24’ 4’ 6:1 USUAL 3:1 MAX VAR. VAR. 6:1 USUAL 3:1 MAX 6:1 USUAL 3:1 MAX 24’ 24’ 4’ 6:1 USUAL 3:1 MAX VAR. VAR. 6:1 USUAL 3:1 MAX 6:1 USUAL 3:1 MAX 150’ USUAL 150’ USUAL VARIES VARIES 3/16 "/FT 1/4 "/FT 1/4 "/FT 1/4 "/FT 1/4 "/FT 3/16 "/FT 48’ TO 3’ USUAL 4’-0’ SH 4’-0’ SH EXIST ROW VARIES (300’USUAL) 12’ 12’ 12’ 12’ 12’ 12’ 12’ 12’ EXIST IH 35E (2-2) STA 1863+00 TO STA 2041+00 PROP IH 35E (3-1-1-3) STA 1927+00 TO STA 1951+48 PROP IH 35E (3-1-1-3) STA 1900+00 TO STA 1927+00 PROP IH 35E 1-LANE RAMP (MIRROR FOR NB RAMP) PROP IH 35E (3-1-1-3) STA 1951+48 TO STA 2019+02 EXIST ROW EXIST ROW L PIH35E C 6:1 6:1 6:1 6:1 6:1 **4’ **4’ **4’ **4’ **4’ **4’ TYPICAL SECTION LEGEND CONCRETE TRAFFIC BARRIER (ASSUME SSCB) CONCRETE TRAFFIC RAIL (ASSUME 1’ NOMINAL WIDTH) TYPICAL SECTION NOTES ** THE 4’ WIDTH BETWEEN GENERAL PURPOSE LANES AND MANAGED LANES IS PROVIDED TO FACILITATE BARRIER WIDENING AT STRUCTURES SUCH AS GUIDE SIGN SUPPORTS AND TOLL GANTRIES. A 10’ MINIMUM WIDTH IS PROVIDED ALONG THE INSIDE GENERAL PURPOSE SHOULDER AND OUTSIDE MANAGED LANE SHOULDER. * MAINLANE SECTIONS DO NOT INCLUDE FRONTAGE ROAD VARIATIONS AT APPROACHES TO CROSS STREET INTERSECTIONS. A SEPERATE FRONTAGE ROAD SECTION IS PROVIDED FOR CROSS STREET APPROACHES. **4’ **4’ 11’ 11’ 11’ 11’ 14’ 60’ 6’ 2’ 12’ TYP L B 4:1 PROP IH 35E FRONTAGE ROAD APPROACH AT CROSS STREET INTERSECTIONS (MIRROR FOR SB FRONTAGE ROAD) PROP ROW L PSBEFR B 14’ 11’ 0’-11’ 27’-38’* PROP ROW 2’ 12’ TYP L PSBEFR B 14’ 11’ 0’-11’ 27’-38’* PROP ROW 2’ 12’ TYP L PSBEFR B 14’ 11’ 0’-11’ 27’-38’* PROP ROW 2’ 12’ TYP 14’ 11’ 0’-11’ 27’-38’* PROP ROW 2’ 12’ TYP L PNBEFR B 14’ 11’ 0’-11’ 27’-38’* PROP ROW 2’ 12’ TYP L PNBEFR B 14’ 11’ 0’-11’ 27’-38’* PROP ROW 2’ 12’ TYP L PNBEFR B 5’ 5’ 5’ 5’ 5’ 5’ 6.5’ 6.5’ 6.5’ 6.5’ 6.5’ 6.5’ 11’ 11’ 12’ 12’ 11’ 11’ 2.0% 2.0% 28’ 2.0% PGL 2’ STRIPED MEDIAN L C PNT 12’ 14’ 1’ 1’ 15’ VARIES 8’ MIN SIDEWALK 1.5% TYP 2’ PROP NORTH TEXAS BLVD AT IH35E UNDERPASS (BRIDGE STRUCTURE NOT SHOWN) 11’ 11’ 12’ 14’ 14’ 12’ 11’ 11’ VARIES VARIES 2.0% 2.0% 28’ 28’ 2.0% 2.0% PGL 6’ 6’ L C 2’ 2’ 16’MIN 16’MIN 4:1 MAX SIDEWALK 1.5% TYP 4:1 MAX *** *** *** *** *** *** *** FOR SHORT DISTANCES AT VARIOUS LOCATIONS ALONG THE CORRIDOR, THE ROW BORDER ALONG FRONTAGE ROADS AND CROSS STREETS DOES NOT FACILITATE GRADING WITHIN THE ROW FOOTPRINT. IN THESE LOCATIONS, A SHORT WALL ADJACENT TO THE SIDEWALK WILL BE UTILIZED TO MAINTAIN GRADING WITHIN THE ROW BORDER WIDTH. THESE LOCATIONS ARE DEPICTED IN THE PROPOSED IH 35E CROSS SECTIONS. DETAILS A AND B DEPICT THE APPLICATION OF THESE WALLS FOR BOTH CUT AND FILL CONDITIONS. WALLS MAY BE MINIMIZED OR ELIMINATED DURING PS&E DEVELOPMENT. 6.5’ 5.5’ PROP ROW 4:1 4:1 2’ SW 6.5’ 5.5’ PROP ROW 4:1 2’ SW *** DETAIL A *** DETAIL B 14’ 14’ CUT WALL FILL WALL 2’ STRIPED MEDIAN PROP US 377/FT. WORTH DRIVE AT IH35E OVERPASS 1’ 11’ 11’ 12’ 14’ 14’ 12’ 11’ 11’ VARIES VARIES 2.0% 2.0% 28’ 28’ 2.0% 2.0% 6’ 6’ L C 2’ 2’ 16’MIN 16’MIN 4:1 MAX SIDEWALK 1.5% TYP 4:1 MAX 1’ 3’ 1’ PGL PROP MCCORMICK STREET AT IH35E OVERPASS 2.0% 1.5% PGL 4:1 2.0% 1.5% PGL 4:1 6:1 2.0% 1.5% PGL 4:1 2.0% 1.5% PGL 4:1 2.0% 1.5% PGL 4:1 2.0% 1.5% PGL 4:1 2.0% 6:1 1.5% PGL (353) (328) (332) (333) (360) (365) (361) (363) (362) (366) (393) (371) (314) (381) (372) (368) (342) (346) (350) (343) (351) (374) (378) (396) (382) (359) (354) (341) (357) (364) (384) (400) (387) (411) (410) (399) (398) (392) (409) (367) (370) (376) (385) (394) (375) (386) (388) (390) (389) (395) (401) (407) (404) (403) (408) (413) (417) (421) (434) (397) (416) (419) (425) (415) (418) (423) (428) (426) (424) (427) (429) (430) (433) (432) (431) (435) (438) (436) (443) (444) (452) (449) (455) (454) (451) (446) (440) (441) (450) (461) (469) (471) (466) (457) (483) (482) (481) (472) (464) (458) (465) (475) (474) (478) (487) (488) (497) (493) (500) (494) (496) (489) (484) (476) (477) (485) (491) (492) (499) (504) (502) (505) (503) (507) (498) (511) (369) (360) (333) (490) (490) (470) (463) (460) RR OVERPASS PROP PIH35E PGL EX GROUND AT PIH35E PGL EX GROUND AT PIH35E PGL PROP PIH35E PGL MIN VERT CLEAR 23.0’ 2:1 2:1 2:1 PROP PIH35E PGL EX GROUND AT PIH35E PGL PROP PIH35E PGL PROP PIH35E PGL EX GROUND AT PIH35E PGL STA = 1929+00.00 EL = 726.00 (+)3.00% (+)0.50% L = 700.00 K = 280 ex = -2.19’ STA = 1939+00.00 EL = 731.00 (+)0.50% (-)3.00% L = 1,000.00 K = 286 ex = -4.37’ STA = 1955+00.00 EL = 683.00 (-)3.00% (+)1.30% L = 800.00 K = 186 ex = 4.30’ STA = 1968+00.00 EL = 699.90 (+)1.30% (-)2.50% L = 950.00 K = 250 ex = -4.51’ STA = 1977+00.00 EL = 677.40 (-)2.50% (+)0.50% L = 550.00 K = 183 ex = 2.06’ STA = 1982+00.00 EL = 679.90 (+)0.50% (-)1.20% L = 450.00 K = 265 ex = -0.96’ STA = 1989+00.00 EL = 671.50 (-)1.20% (+)1.50% L = 500.00 K = 185 ex = 1.69’ VPC STA 1925+50.00 EL=715.50 VPT STA 1932+50.00 EL=727.75 VPC STA 1934+00.00 EL=728.50 VPT STA 1944+00.00 EL=716.00 VPC STA 1951+00.00 EL=695.00 VPT STA 1959+00.00 EL=688.20 VPC STA 1963+25.00 EL=693.73 VPT STA 1972+75.00 EL=688.03 VPC STA 1974+25.00 EL=684.27 VPT STA 1979+75.00 EL=678.77 VPC STA 1979+75.00 EL=678.77 VPT STA 1984+25.00 EL=677.20 VPC STA 1986+50.00 EL=674.50 VPT STA 1991+50.00 EL=675.25 MIN VERT CLEAR 17.5’ 2:1 PROP RAMP PRSXTL GORE PIH35E STA 1926+99.56 = PRSXTL STA 16+78.61 PROP RAMP PRNETL GORE PIH35E STA 1921+79.09 = PRNETL STA 24+37.03 PROP RAMP PRNXMK GORE PIH35E STA 1943+00.19 = PRNXMK STA 15+82.03 PROP RAMP PRSEMK GORE PIH35E STA 1947+00.23 = PRSEMK STA 15+55.11 PROP RAMP PRNEFW GORE PIH35E STA 1954+50.00 = PRNEFW STA 23+06.28 PROP RAMP PRSXFW GORE PIH35E STA 1959+00.00 = PRSXFW STA 23+17.92 PROP RAMP PRSENT GORE PIH35E STA 1979+49.99 = PRSENT STA 15+65.28 PROP RAMP PRNXNT GORE PIH35E STA 1975+00.00 = PRNXNT STA 15+37.45 PROP RAMP PRNXBB GORE PIH35E STA 1998+68.22 = PRNXBB STA 17+61.14 PROP RAMP PDCNESW GORE PIH35E STA 2012+51.59 = PDCNESW STA 17+96.32 PROP RAMP PDCNWSE GORE PIH35E STA 2013+00.00 = PDCNWSE STA 35+10.95 BRIDGE DEPTH ASSUME 5.5’ BRIDGE DEPTH ASSUME 6.2’ BRIDGE DEPTH ASSUME 6.2’ 2:1 2:1 BEGIN BRIDGE PIH35E STA. 1927+60 END BRIDGE PIH35E STA. 1929+75 BEGIN BRIDGE PIH35E STA. 1936+35 END BRIDGE PIH35E STA. 1939+75 BEGIN BRIDGE PIH35E STA. 1966+15 END BRIDGE PIH35E STA. 1971+55 NORTH TEXAS AT PIH35E PGL FT WORTH DR OVERPASS PIH35E STA. 1938+06.68= PFW STA. 14+30.41, EL=694.75’ MCCORMICK OVERPASS PIH35E STA. 1968+83.76= PMC STA. 17+05.27, EL=669.93’ STA = 2000+00.00 EL = 688.00 (+)1.50% (-)2.00% L = 900.00 K = 257 ex = -3.94’ STA = 2008+00.00 EL = 672.00 (-)2.00% (+)1.30% L = 600.00 K = 182 ex = 2.47’ VPC STA 1995+50.00 EL=681.25 VPT STA 2004+50.00 EL=679.00 VPC STA 2005+00.00 EL=678.00 VPT STA 2011+00.00 EL=675.90 VPC STA 2014+50.00 EL=680.45 BRIDGE DEPTH ASSUME 3.7’ MIN VERT CLEAR 23.5’ PROPOSED PEDESTRIAN BRIDGE PIH35E STA. 2005+50.00= PPEDX STA. 15+34.67, EL=704.66’ PEDESTRIAN BRIDGE AT PIH35E PGL EX GROUND AT PIH35E PGL NORTH TEXAS UNDERPASS PIH35E STA. 1990+41.50= PNT STA. 17+78.76, EL=699.03’ MIN VERT CLEAR 17.2’ BRIDGE DEPTH ASSUME 5.5’ MIN VERT CLEAR 16.6’ 687.0 690.9 694.9 698.6 702.2 705.7 708.7 711.8 714.3 716.7 719.2 721.2 699.3 694.8 724.6 724.9 725.2 725.4 725.4 725.1 724.6 708.8 697.5 704.2 718.7 715.9 713.2 709.9 707.0 703.5 700.5 697.1 693.8 690.8 687.6 684.7 681.8 679.1 676.5 674.5 673.1 672.4 672.2 672.4 673.5 674.9 677.1 679.7 682.7 685.4 687.6 688.9 683.1 669.4 689.8 688.8 687.0 684.9 682.3 679.5 677.1 675.7 675.5 676.2 678.0 680.2 682.2 683.8 684.6 684.5 683.6 682.5 681.0 679.8 679.6 680.3 681.8 684.1 686.6 688.2 689.1 689.6 689.0 688.1 686.6 684.5 681.6 678.0 674.4 671.0 668.6 666.6 664.8 664.0 663.9 664.3 665.3 667.1 669.2 671.6 673.7 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1950+00 1955+00 1960+00 1965+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 687.00 690.00 693.00 696.00 699.00 702.00 705.00 708.00 711.00 714.00 716.96 719.60 721.88 723.81 725.38 726.60 727.46 728.00 728.50 728.83 728.80 728.42 727.70 726.63 725.20 723.42 721.30 718.83 716.00 713.00 710.00 707.00 704.00 701.00 698.00 695.00 692.27 690.08 688.42 687.30 686.72 686.67 687.17 688.20 689.50 690.80 692.10 693.40 694.59 695.39 695.79 695.79 695.39 694.59 693.39 691.79 689.79 687.40 684.90 682.55 680.74 679.46 678.74 678.55 678.89 679.10 678.94 678.40 677.49 676.30 675.10 673.97 673.31 673.19 673.61 674.57 676.00 677.50 679.00 680.50 681.95 683.06 683.78 684.12 684.06 683.62 682.78 681.56 679.95 678.00 676.27 675.10 674.47 674.40 674.87 675.90 677.20 678.50 679.80 681.05 681.98 800 1200 1300 800 1200 1300 MEADOW ST 1000 1500 1600 1300 2000 2100 8900 13500 14700 20700 31200 34100 40400 59500 64900 800 1200 1300 800 1200 1300 5800 8700 9500 6300 9800 10600 3500 5200 5800 1000 1500 1600 1000 1500 1600 4200 6300 6900 1500 2200 2400 1400 2100 2300 McCORMICK ST McCORMICK ST FORT WORTH DR US 377 FORT WORTH DR 1700 2500 2700 1200 1800 2000 1200 1800 2000 BERNARD ST 1700 2600 2800 1700 2600 2800 1500 2200 2400 1500 2200 2400 AVENUE C 1900 2800 3000 2000 3000 3300 11200 16900 18400 49700 73600 80300 5800 8700 9500 5400 8100 8800 43900 64900 70800 49300 73000 79600 50400 73100 79100 6300 9200 10000 44100 63900 69100 5500 8600 9400 49600 72500 78500 3200 4800 5200 2400 3600 4000 2000 3000 3300 2600 3900 4300 1200 1800 2000 300 500 600 1000 1500 1600 900 1300 1400 7600 11400 12400 2200 3300 3600 6800 10200 11100 1500 2200 2400 1500 2200 2400 8300 12400 13500 4400 6300 6800 2900 4100 4400 4600 6700 7200 5300 7700 8500 4200 6100 6700 2100 2900 3100 1000 1500 1600 1100 1600 1800 8800 12700 13800 2500 3500 3800 8000 12100 13200 900 1300 1400 900 1300 1400 3200 4800 5200 1500 2200 2400 2700 4100 4500 12500 19000 20700 13200 19900 21700 9000 13600 14800 4200 6300 6900 9300 14200 15500 5000 7500 8200 1100 1700 1900 11800 17700 19400 1100 1700 1900 3200 4900 5300 8500 12800 14000 14000 21500 23500 11500 17500 19100 2500 4000 4400 2800 4200 4600 4800 7300 8000 1400 1900 2100 13300 20100 22000 10100 15100 16600 200 300 400 200 300 400 1300 2000 2100 5700 8600 9300 4400 6600 7200 SBFR NBFR IH 35E 1700 2500 2700 1700 2500 2700 800 1200 1300 3600 5500 6000 600 900 1000 500 700 800 N. TEXAS BLVD. 900 1300 1400 700 1100 1200 1400 2000 2200 1300 2000 2200 N. TEXAS BLVD. 11200 16700 18100 1900 2800 3000 2000 3000 3300 38500 56700 61900 39000 56600 61200 7400 11100 12100 46400 67700 73300 4800 6800 7300 7700 11600 12500 2700 4000 4300 6400 9700 10500 1500 1900 2000 2800 4200 4500 7600 11100 12000 13600 20500 22400 300 400 500 300 400 500 3600 5500 6200 2400 3600 3800 3700 5600 6300 6100 9200 10100 600 900 1000 PROPOSED COSS STA 1930+00 … M I L E A v e A M c C o r m i c k S t PROPOSED OSB (NB) STA 1936+00 M c C o r m i c k A v e A S t 1 … N o r t h T e x a s B l v d B o n n i e B r a e S t 1 S O U T H PROPOSED GROUND MOUNT STA 1943+00 PROPOSED COSS STA 1960+00 … M I L E N o r t h T e x a s B l v d PROPOSED COSS STA 1970+50 B l v d N o r t h T e x a s PROPOSED GROUND MOUNT STA 1975+00 PROPOSED COSS STA 1980+00 B o n n i e B r a e S t … ‰ O a k S t S O U T H B o n n i e B r a e S t PROPOSED COSS STA 1994+00 … M I L E F t W o r t h S O U T H PROPOSED GROUND MOUNT STA 1998+00 PROPOSED COSS STA 2008+00 … M I L E O a k S t F t W o r t h S O U T H PROPOSED GROUND MOUNT STA 2012+50 PROPOSED GROUND MOUNT STA 1927+00 PROPOSED COSS STA 1931+00 R d T e a s l e y 1 S t a t e S c h o o l R d 2 … P o s t O a k R d 3 … PROPOSED OSB (SB) STA 1942+00 T e a s l e y R d … M I L E PROPOSED GROUND MOUNT STA 1959+00 PROPOSED COSS STA 1963+00 F t W o r t h D r PROPOSED COSS STA 1974+00 … M I L E F t W o r t h D r PROPOSED COSS STA 1992+00 F t W o r t h D r ‰ T e a s l e y R d 1 … 2 Mail PAY BY A C C E S S T O TOLL T O L L L A N E PROPOSED COSS STA 1917+50 PROPOSED COSS STA 1920+00 Mail PAY BY P A Y B Y M A I L H O V 2 + 1 O C C U P A N T T O S w i s h e r R d T O L L L A N E PROPOSED COSS STA 1930+00 Mail PAY BY A C C E S S T O TOLL T O L L L A N E ‰ M I L E PROPOSED COSS STA 1935+00 Mail PAY BY E X I T T O T O L L L A N E Mail PAY BY PROPOSED COSS (SB) STA 1949+00 E X I T T O … M I L E T O L L L A N E N MATCH LINE STA. 1916+00 SEE SHEET 4 CSJ: 0195-03-050 5 5 Roll 5 of 13 Roll 5 of 13 MATCH LINE STA. 2016+00 SEE SHEET 6 CSJ: 0195-03-071 TYPICAL SECTIONS 650 700 630 640 660 670 680 690 750 740 730 720 710 760 NB IH35E ENT RAMP B PRNETL L L SB IH35E EXIT RAMP B PRSXTL PROP ROW EX ROW L L L L L L L L L L L EX ROW L L L L NB MAN. LN ENT RAMP PROP ROW L PROP. EL EXIST EL PNBEFR-B16 PNBEFR-B17 PSBEFR-B12 PSBEGP-20 PSBEFR-B15 PSBEGP-21 PSBEFR-B18 PSBEFR-B19 PNBEFR-B24 PSBEGP-22 PSBEGP-23 PSBEFR-C2 650 700 630 640 660 670 680 690 750 740 730 720 710 760 C PFW STA. 10+00.00 MATCH EX PAVEMENT SB IH35E ENT RAMP B PDCNWSE PROP SB GENERAL PURPOSED LN B PSBEGP PSBEFR STA. 3967+24.78= PMC STA. 19+09.41 (SIGNALIZED INTERSECTION) TRAFFIC DIAGRAM END ACCESS DENIAL PNBEFR STA. 2990+33 MATCH LINE STA. 1916+00 SEE SHEET 4, CSJ: 0195-03-050 MATCH LINE STA. 2016+00 SEE SHEET 6, CSJ: 0195-03-071 END RETAINING WALL PIH35E STA. 1942+31.88, 131.89’ RT BEGIN ACCESS DENIAL PNBEFR STA. 2956+57 BEGIN ACCESS DENIAL PSBEFR STA. 3959+83 PMC-2 END ACCESS DENIAL PSBEFR STA. 3963+56 END RETAINING WALL PRSEMK STA. 28+24.59, 10.00’ LT PNBEFR-B23 BEGIN RETAINING WALL PIH35E STA. 2014+00.00, 95.00’ LT BEGIN RETAINING WALL PRSENT STA. 13+45.40, 10.00’ LT PIH35E STA. 1968+83.76= PMC STA. 17+05.27 END RETAINING WALL PDCNWSE STA. 33+97.01, 12.00’ RT END RETAINING WALL PIH35E STA. 1921+50.00, 124.42’ RT PRNXFW-4 BEGIN RETAINING WALL PRNXFW STA. 21+65.64, 10.00’ RT PRNETL-4 PNBEFR-B18 L PRSXFW-3 BEGIN RETAINING WALL PRSEMK STA. 22+81.31, 10.00’ LT END RETAINING WALL PIH35E STA. 1956+50.00, 95.00’ LT PSBEFR-B14 BEGIN RETAINING WALL PIH35E STA. 1983+50.63, 97.56’ RT PFW-1 END RETAINING WALL PIH35E STA. 1967+11.77, 107.64’ RT L 9500 14300 15300 YEAR 2010 ADT YEAR 2030 ADT YEAR 2040 ADT SIGNALIZED INTERSECTION TRAFFIC LEGEND: C PFW STA. 17+83.67 MATCH EX PAVEMENT PMC-3 PMC-1 C PMC STA. STA 11+30.00 END RECONSTRUCTION MATCH EX PAVEMENT END ACCESS DENIAL PNBEFR STA. 2919+93 END ACCESS DENIAL PNBEFR STA. 2923+40 BEGIN ACCESS DENIAL PNBEFR STA. 2924+74 BEGIN ACCESS DENIAL PNBEFR STA. 2967+40 END ACCESS DENIAL PNBEFR STA. 2970+40 BEGIN ACCESS DENIAL PSBEFR STA. 3938+00 END ACCESS DENIAL PSBEFR STA. 3959+00 BEGIN ACCESS DENIAL PSBEFR STA. 3956+00 END ACCESS DENIAL PSBEFR STA. 3965+41 BEGIN ACCESS DENIAL PSBEFR STA. 3969+63 END ACCESS DENIAL PSBEFR STA. 3995+50 PROP DRAINAGE EASMENT BEGIN RETAINING WALL PIH35E STA. 1970+68.21, 107.76’ LT END RETAINING WALL PRSXTL STA. 17+93.22, 10.42’ LT BEGIN RETAINING WALL PRSXTL STA. 14+29.19, 10.00’ LT END RETAINING WALL PIH35E STA. 1924+49.99, 121.14’ LT BEGIN ACCESS DENIAL PSBEFR STA. 3944+86 END ACCESS DENIAL PSBEFR STA. 3947+55 BEGIN ACCESS DENIAL PSBEFR STA. 3941+00 END ACCESS DENIAL PSBEFR STA. 3943+83 BEGIN ACCESS DENIAL PSBEFR STA. 3953+60 END RETAINING WALL PRSXFW STA. 16+91.42, 10.00’ LT END RETAINING WALL PRSEMK STA. 21+81.52, 10.00’ LT PRSXFW-4 PRSEMK-5 END RETAINING WALL PIH35E STA. 1965+18.79, 107.00’ LT L PROP ROW END RETAINING WALL PDCNESW STA. 21+00.00, 10.00’ LT PNBEFR-C1 NB IH35E EXIT RAMP B PDCNESW PNT-1 PNBEFR STA. 2991+43.43= PNT STA. 16+33.89 (SIGNALIZED INTERSECTION) EX ROW PNBEFR-B22 PNBEGP-24 PROP ROW PNBEFR STA. 2970+78.90= PMC STA. 14+99.93 (SIGNALIZED INTERSECTION) END ACCESS DENIAL PNBEFR STA. 2949+94 BEGIN ACCESS DENIAL PNBEFR STA. 2939+94 BEGIN RETAINING WALL PIH35E STA. 1939+66.29, 118.54’ RT BEGIN RETAINING WALL PIH35E STA. 1929+31.64, 130.46’ RT BEGIN ACCESS DENIAL PNBEFR STA. 2920+51 PROP NB FRONTAGE RD B PNBEFR L PROP MANAGED LANE TOLL GANTRY STA. 1980+00 BEGIN RETAINING WALL PIH35E STA. 1998+68.22, 95.00’ RT END ACCESS DENIAL PNBEFR STA. 2983+17 SB MAN. LN EXIT RAMP BEGIN ACCESS DENIAL PSBEFR STA. 3934+90 PARCEL ID (314-436) PARCEL ID (438-511) PARCEL OWNER NAME PARCEL ADDRESS OCCUPANT 314 ACME BRICK CO 210 ACME ST VACANT UNDEVELOPED 333 ZIMBER PROP LTD 260-264 S I35E STATE FARM; DIVINE MERCY; EHRHART’S; COOKIES BY DESIGN 341 MASON-HARRISON-JARRARD ENT 930 FORT WORTH DR SONIC 342 CANDY HAVEN INC 301 N I35E CANDY HAVEN; KOLACHE HAVEN 343 GJO & AM INVESTMENTS INC 518 ACME ST WINFREE ACADEMY 346 GIORGIO, GIORDANO & BURDISSO RICCARDO 309 S I35E VACANT UNDEVELOPED 350 KULLE, RUSSELL E 515 I35 BANKERS LIQUIDATION OUTLET 351 KELSOE OIL CO 915 FORT WORTH DR JOHNNY JOE’S CONOCO GAS STATION 354 JSTR DEVELOPMENT LTD 501 N I35E EAGLE MOTORS 357 PATEL & PATEL GENERAL PARTNERS 601 N I35E DAYS INN 359 RINEY INV LTD 501 N I35E BILLBOARD 360 YSI IX LP 201 S I35E U-STORE-IT SELF STORAGE 361 RINEY, ROY & KATHY 1600 MEADOW/I35 DR ROY RINEY INSURANCE; MERIDIAN BANK OF TEXAS; NEW HOME CENTER 362 MARTIN, STEPHEN L & GARY L 220 N I35E VACANT BLDG 363 SAC SELF STORAGE CORP 164 N I35E U-HAUL SELF STORAGE 364 JESWOOD PROPERTIES 801 N I35E E-Z STORAGE 365 RINEY, ROY & KATHY 100 N I35E ROY RINEY PARKING LOT 366 MARTIN, STEPHEN L & GARY L 220 I35E VACANT UNDEVELOPED 367 MB 35 LLC 900 WILLOWOOD WILLOW WOOD APARTMENTS 368 AZALEA COMMERCIAL PROP LTD 510 N I35 E RAMEY KING INSURANCE 369 TABU PROPERTY I LLC ETAL 735 FORT WORTH DR TACO BUENO 370 MARTIN, STEPHEN L & GARY L 1724 BERNARD ST QUICK TRACK GAS STATION 371 DENTON HIDDEN HILL I LP FORT WORTH DR VACANT UNDEVELOPED 372 DENTON HIDDEN HILL I LP 500 N I35 VACANT UNDEVELOPED 374 ZB EAGLE PARTNERS LTD P/S 718 FORT WORTH DR VALERO GAS STATION; ZB EAGLE PARTNERS LTD; LIBERTY TAX SERVICE; LIGHTBEAR PRODUCTIONS 375 RPS VENTURES INC 701 I35E VACANT UNDEVELOPED 376 B & K HOSPITALITY INC 611 I35E NORTH MOTEL DESERT SANDS; MOTOR INN OFFICE; VACANT BLDG 378 DENTON BAPTIST TEMPLE IH 35E @ BERNARD ST DENTON BAPTIST PARKING 381 COMPASS BANK FORT WORTH DR COMPASS BANK 382 DENTON BAPTIST TEMPLE IH 35E @ BERNARD ST DENTON BAPTIST 384 DENTON BAPTIST TEMPLE IH 35E @ BERNARD ST YOUTH CENTER DENTON BAPTIST TEMPLE 385 RPS VENTURES INC 701 I35E VACANT UNDEVELOPED 386 RICHTER, SCOTT 1101 LINDSEY ST RESIDENTIAL 387 PRALLE, MYRA K & JANIS JONES 1608 BERNARD ST RESIDENTIAL 388 RICHTER, SCOTT 1105 LINDSEY ST RESIDENTIAL 389 HILL, MARY JO 1203 LINDSEY ST RESIDENTIAL 390 RILEY, TONY A 1205 LINDSEY RESIDENTIAL 392 PRALLE, MYRA K & JANIS JONES 702 STEMMONS EXPRESSWAY RESIDENTIAL 393 LOCUST FORT WORTH LLC 701 FORT WORTH DR RESIDENTIAL 394 RICHTER, SCOTT 1109 LINDSEY ST RESIDENTIAL 395 K&H PROP INC 1201 LINDSEY ST RESIDENTIAL 396 DENTON BAPTIST TEMPLE DENTON BAPTIST 397 JONES, C T 909 LINDSEY RESIDENTIAL 398 JONES, C T 909 LINDSEY RESIDENTIAL 399 JONES, C T 903 LINDSEY RESIDENTIAL 400 BAILEY, LARRY L 901 LINDSEY ST RESIDENTIAL 401 BRYANT, JON K 1202 LINDSEY RESIDENTIAL 403 BRYANT, JON K 1202 LINDSEY RESIDENTIAL 404 BOLDIN, GLENDA HARPER & JAMES R 1210 LINDSEY ST RESIDENTIAL 407 WEBER, JOHN T 1220 LINDSEY RESIDENTIAL 408 RIGGS, JAMES G 1206 LINDSEY RESIDENTIAL 409 BAKER DISTRIBUTING CO LLC DBA 800 N I35E FINA GAS STATION 410 JONES, C T 920 LINDSEY RESIDENTIAL 411 COX, INA CHARLINE 914 LINDSEY RESIDENTIAL 413 WILSON, CHARLES S 1210 LINDSEY VACANT UNDEVELOPED 415 BURGIN, KELLEY D 1523 MCCORMICK VACANT UNDEVELOPED 416 FOREMOST PROPERTIES LLC 1520 MCCORMICK RESIDENTIAL 417 STONE, STEVEN C 1519 MCCORMICK VACANT UNDEVELOPED 418 STONE, CALEB C 1519 MCCORMICK RESIDENTIAL 419 FOREMOST PROPERTIES LLC 1516 MCCORMICK RESIDENTIAL 421 HOVAIDAR, SAFID MASOOD I35 VACANT UNDEVELOPED 423 HEROD, ORRENA H 1515 MCCORMICK RESIDENTIAL 424 HAGHIGHI, MOHAMAD R I35E VACANT UNDEVELOPED 425 FOREMOST PROPERTIES LLC 1512 MCCORMICK RESIDENTIAL 426 WARDE, WILLIAM B, JR 1511 MCCORMICK RESIDENTIAL 427 HAGHIGHI, MOHAMAD R I35E VACANT UNDEVELOPED 428 ABBOTT, JUDITH P 1510 MCCORMICK RESIDENTIAL 429 HAGHIGHI, MOHAMAD R I35E VACANT UNDEVELOPED 430 HEROD, ORRENA H 1501 MCCORMICK RESIDENTIAL 431 HAGHIGHI, MOHAMAD R I35E VACANT UNDEVELOPED 432 HEROD, ORRENA H 1501 MCCORMICK RESIDENTIAL 433 KARVOUNIARIS, JOHN 1508 MCCORMICK RESIDENTIAL 434 CUMBERLAND PRESBYTERIAN CHILDREN’S 1304 BERNARD ST CUMBERLAND PRESBYSTERIAN 435 CARUTHERS, TOMMY L, SR 1103 N I35E FINA GAS STATION 436 GINNINGS, J L 1502 MCCORMICK RESIDENTIAL PARCEL OWNER NAME PARCEL ADDRESS OCCUPANT 438 CARUTHERS, TOMMY L, SR 1103 N I35E @ MCCORMICK (SEC) FINA GAS STATION 440 VAJIA INV CORP 1100 N I35E COMFORT SUITES 441 DODD, MARY H 1107 GREENLEE RESIDENTIAL 443 MARTIN, ZEKE ETAL 1201 N I35 VACANT UNDEVELOPED 444 GINNINGS, REBECCA JEAN 1421 GREENLEE VACANT UNDEVELOPED 446 VAJIA INV CORP 1104 N I35E VACANT UNDEVELOPED 449 ABBOTT, WAYNE R 1219 KNIGHT ST RESIDENTIAL 450 LAMBDA CHI ALPHA PROP INC 1234 AVE A RESIDENTIAL 451 MOTIVA ENTERPRISES LLC 1223 MCCORMICK SHELL/SEVEN ELEVEN GAS STATION 452 MARTIN, ZEKE ETAL 1502 GREENLEE VACANT UNDEVELOPED 454 HUNTER, JAMES R 1215 KNIGHT ST RESIDENTIAL 455 ABBOTT, JOSEPHINE P 1504 GREENLEE RESIDENTIAL 457 KELSOE, JERRY M 1200 N I35E PHILLIPS 66 GAS STATION 458 KNT FRONTAGE LLC 1207 KNIGHT ST VACANT BLDG 460 WENACO TWO, LLC 1210-1214 KNIGHT RESIDENTIAL 461 VOGEL, MICHAEL L & MAK-VOGEL, HELENA H F 1226-1232 AVE A/MCCORMICK SCOTT BROWN RENTALS 463 PARKS, EVIS R & WANDA R, TRUSTEES 1203 S AVE C RESIDENTIAL 464 CNL INCOME FUND VIII LTD I35E TACO CABANA 465 WENACO TWO, LLC 1305 N I35E TAQUERIA EL PICANTE 466 BMAJ INC 1210 I35E ROYAL INN & SUITES 469 CHAPEL HILL COMMERCIAL INV LLC 1216/1220 AVENUE A RESIDENTIAL 470 HAN, LINDA J TRUSTEE 1201 S AVENUE C RESIDENTIAL 471 DENTON, CITY OF AVE A @ I35E FIRE STATION 472 NET LEASE FUNDING 2005 LP 1210 N I35E TACO CABANA 474 STONEBURNER, C W, III 1201 KENDOLPH DR RESIDENTIAL 475 WILLINGHAM, THELMA 1200 AVENUE C RESIDENTIAL 476 WARDE, WM B 1120 KENDOLPH DR RESIDENTIAL 477 WIRTZ, MARK 1131 NORTH TEXAS BLVD RESIDENTIAL 478 DENTON, CITY OF IH 35E @ AVE C VACANT UNDEVELOPED 481 NOELL, KENT C 1432 UNDERWOOD DENTON CHIROPRACTIC CENTER 482 NOELL, KENT C 1432 UNDERWOOD DENTON CHIROPRACTIC CENTER 483 NOELL, KENT C 1117 COLLIER DENTON CHIROPRACTIC CENTER 484 TEAL, NANCY SHARER & 1114 KENDOLPH DR RESIDENTIAL 485 LANE, EDDIE 1125 NORTH TEXAS BLVD RESIDENTIAL 487 WESTDALE CARRIAGE SQUARE LTD 1627 EAGLE CARRIAGE SQUARE PARKING 488 WESTDALE CARRIAGE SQUARE LTD 1609 EAGLE CARRIAGE SQUARE PARKING 489 ILTEN, DAVID E NORTH TEXAS BLVD VACANT UNDEVELOPED 490 UNIVERSITY OF NORTH TEXAS 2211 N I35E VACANT BLDG 491 UNIVERSITY OF NORTH TEXAS 2211 N I35E VACANT UNDEVELOPED 492 UNIVERSITY OF NORTH TEXAS 2211 N I35E VACANT UNDEVELOPED 493 FIFTEEN HUNDRED I35E LTD 1500 I35E SACK N’ SAVE 494 FRANCHISE REALTY INTERSTATE CORP 1600 I35E MCDONALD’S 496 DOUGLASS W DISTRIBUTING LTD P/S 1011 NORTH TEXAS BLVD EXXON GAS STATION 497 WESTDALE CARRIAGE SQUARE LTD 903-1115 AVE C PLANET TAN; THIS SUDS FOR YOU; PANCHOS; GTI; DOLLAR GENERAL;; HOLY FAMILY THRIFT; 99 CENT STORE; ROCKIN RODEO; XS; HOOYA; CENTRAL GRILL; NATURAL NAILS; TAW KWON DO; SUPER CUTS; PHYSICAL THERAPY; CHOCOLATE AMORE; SIAM HOUSE; METRO PCS; ECONO CLEANERS; SMOTHIE FACTORY; CHASE BANK 498 UNIVERSITY OF NORTH TEXAS 2211 N I35E RADDISON HOTEL 499 UNIVERSITY OF NORTH TEXAS 2211 N I35E VACANT UNDEVELOPED 500 ANDYS PANCAKES REALTY CO 1001 NORTH TEXAS BLVD IHOP 502 UNIVERSITY OF NORTH TEXAS I35E (OFF OF) VACANT UNDEVELOPED 503 UNIVERSITY OF NORTH TEXAS I35 VACANT UNDEVELOPED 504 UNIVERSITY OF NORTH TEXAS I35E (OFF OF) VACANT UNDEVELOPED 505 UNIVERSITY OF NORTH TEXAS I35E (OFF OF) VACANT UNDEVELOPED 507 UNIVERSITY OF NORTH TEXAS 2211 N I35E UNT PERFORMING ARTS CENTER 511 UNIVERSITY OF NORTH TEXAS N I35E UNT FOOTBALL STADIUM L PIH35E STA. 2005+50.00= PPEDX STA. 15+34.67 C PMC STA 23+39.16 MATCH EX PAVEMENT L BEGIN ACCESS DENIAL PNBEFR STA. 3005+65 END RETAINING WALL PPEDX STA. 13+30.82, 11.00’ LT & RT PSBEGP-24 PIH35E-10 PROP SB GENERAL PURPOSE LN B PSBEGP PSBEFR-C1 BEGIN RETAINING WALL PPEDX STA. 16+99.86, 11.00’ LT & RT PRNETL-3 PRNXFW-3 PRELIMINARY SUBJECT TO CHANGE PRELIMINARY SUBJECT TO CHANGE SUPERELEVATI ON TABLE - ROLL 5 CHAIN CURVE NAME BEGIN TRANSITION END TRANSITION BEGIN TRANSITION END TRANSITION STA e STA e STA e STA e PIH35E NB PIH35E-8 1929+59.00 -2.50% 1935+74.00 -5.20% 1949+33.00 -5.20% 1955+48.00 -2.50% PIH35E NB PIH35E-9 1957+10.00 -2.50% 1969+22.00 2.60% 1985+46.00 2.60% 1997+58.00 -2.50% PIH35E SB PIH35E-8 1921+49.00 2.50% 1939+79.00 -5.20% 1945+28.00 -5.20% 1963+58.00 2.50% PIH35E SB PIH35E-9 1963+80.00 2.50% 1965+87.00 2.60% 1988+81.00 2.60% 1990+88.00 2.50% PIH35E SB PIH35E-10 2012+16.00 2.50% 2025+24.00 -3.80% 2053+73.00 -3.80% 2074+07.00 2.50% PRNEFW PRNEFW-3 13+94.00 -2.00% 15+68.00 5.10% 16+23.00 5.10% 18+93.00 -6.00% PRNEFW PRNEFW-4 16+23.00 5.10% 18+93.00 -6.00% 20+24.00 -6.00% 21+44.00 -2.00% PRNEFW -- 21+86.00 -2.00% 23+06.00 -2.93% -- -- -- -- PRNETL PRNETL-3 16+22.00 -2.00% 18+05.00 5.50% 18+84.00 5.50% 21+51.00 -5.50% PRNETL PRNETL-4 18+84.00 5.50% 21+51.00 -5.50% 21+79.00 -5.50% 22+99.00 -2.50% PRNXFW PRNXFW-3 17+41.00 -2.50% 18+61.00 -5.50% 19+02.00 -5.50% 21+69.00 5.50% PRNXFW PRNXFW-4 19+02.00 -5.50% 21+69.00 5.50% 22+34.00 5.50% 24+17.00 -2.00% PRNXMK -- 15+83.00 -5.20% 17+03.00 -2.00% -- -- -- -- PRNXMK PRNXMK-2 17+89.00 -2.00% 19+09.00 -5.50% 20+89.00 -5.50% 23+47.00 5.10% PRNXMK PRNXMK-3 20+89.00 -5.50% 23+47.00 5.10% 23+68.00 5.10% 25+42.00 -2.00% PRNXNT -- 15+38.00 2.60% 16+58.00 -2.00% -- -- -- -- PRSEMK PRSEMK-3 15+56.00 -4.48% 16+76.00 -2.21% -- -- -- -- PRSEMK PRSEMK-4 18+95.00 -2.21% 20+84.00 5.50% 21+58.00 5.50% 24+25.00 -5.50% PRSEMK PRSEMK-5 21+58.00 5.50% 24+25.00 -5.50% 25+66.00 -5.50% 27+49.00 2.00% PRSENT -- 15+66.00 2.60% 16+86.00 2.00% -- -- -- -- PRSXFW PRSXFW-3 13+71.00 2.00% 15+54.00 -5.50% 16+95.00 -5.50% 19+62.00 5.50% PRSXFW PRSXFW-4 16+95.00 -5.50% 19+62.00 5.50% 20+23.00 5.50% 21+43.00 2.00% PRSXFW -- 21+97.00 2.00% 23+17.00 0.57% -- -- -- -- PRSXTL -- 15+58.00 2.00% 16+78.00 0.18% -- -- -- -- PRNXBB -- 17+62.00 -2.50% 17+82.00 -2.00% -- -- -- -- NOTE: CURVE NAMES ARE NOT PROVIDED FOR RAMP SUPER ELEVATION TRANSITIONS TO MATCH THE MAINLANE CROSS SLOPE. BEGIN RETAINING WALL PIH35E STA. 1921+50.00, 116.38’ LT END ACCESS DENIAL PSBEFR STA. 3921+22 EX ROW BEGIN RETAINING WALL PIH35E STA. 1930+21.14, 151.10’ LT END RETAINING WALL PRNXFW STA. 24+15.00, 10.00’ RT NB IH35E EXIT RAMP B PRNXFW PNBEGP-22 END ACCESS DENIAL PNBEFR STA. 2929+02 END RETAINING WALL PIH35E STA. 1927+20.47, 134.57’ RT PIH35E-8 END RETAINING WALL PRNEFW STA. 16+68.78, 10.00’ RT PNBEFR-B19 PRNXMK-2 BEGIN ACCESS DENIAL PNBEFR STA. 2947+60 PRNEFW-3 NB IH35E ENT RAMP B PRNEFW BEGIN RETAINING WALL PRNEFW STA. 14+78.22, 10.00’ RT BEGIN RETAINING WALL PRNXMK STA. 17+23.79, 10.00’ RT END ACCESS DENIAL PNBEFR STA. 2945+05 PNBEGP-23 PIH35E STA. 1938+06.68= PFW STA. 14+30.41 PNBEFR STA. 2939+19.00= PFW STA. 12+59.55 (SIGNALIZED INTERSECTION) END ACCESS DENIAL PNBEFR STA. 2938+32 END RETAINING WALL PIH35E STA. 1936+14.73, 119.15’ RT BEGIN ACCESS DENIAL PNBEFR STA. 2937+00 BEGIN RETAINING WALL PRNEFW STA. 19+60.61, 10.00’ RT PSBEFR-B13 PRSEMK-3 BEGIN RETAINING WALL PIH35E STA. 1948+51.45, 96.00’ LT PRSEMK-4 SB IH35E EXIT RAMP B PRSXFW L BEGIN RETAINING WALL PRSXFW STA. 13+50.00, 10.00’ LT PRNXMK-3 PRNEFW-4 END RETAINING WALL PIH35E STA. 1953+50.00, 95.00’ RT END RETAINING WALL PRNXMK STA. 26+97.80, 10.00’ RT NB IH35E EXIT RAMP B PRNXMK PROP NB GENERAL PURPOSE LN B PNBEGP BEGIN RETAINING WALL BEGIN NOISE WALL PIH35E STA. 1944+50.00, 98.77’ RT END NOISE WALL PIH35E STA 1952+00.00, 95.00’ RT BEGIN NOISE WALL PRNEFW STA 20+38.00, 10.00’ RT END NOISE WALL PIH35E STA 1955+00.00, 126.75’ RT BEGIN NOISE WALL PIH35E STA. 1949+15.00, 95.63’ LT SB IH35E ENT RAMP B PRSEMK END NOISE WALL PIH35E STA. 1957+25, 95.00’ LT END ACCESS DENIAL PSBEFR STA. 3955+06 BEGIN RETAINING WALL PRSXFW STA. 19+81.25, 10.00’ LT BEGIN NOISE WALL PRSXFW STA. 20+25.00, 10.0’ LT BEGIN ACCESS DENIAL PSBEFR STA. 3964+00 BEGIN NOISE WALL PIH35E STA 1961+75, 107.00’ RT PNBEFR-B20 BEGIN ACCESS DENIAL PNBEFR STA. 2972+31 PNBEFR-B21 BEGIN RETAINING WALL PIH35E STA. 1972+48.15, 123.74’ RT END ACCESS DENIAL PNBEFR STA. 2974+74 END RETAINING WALL END NOISE WALL PRNXNT STA. 18+00.00, 10.00’ RT END ACCESS DENIAL PNBEFR STA. 2978+98 BEGIN ACCESS DENIAL PNBEFR STA. 2979+75 NB IH35E EXIT RAMP B PRNXNT END RETAINING WALL PIH35E STA. 1979+50.00, 97.76’ RT PRNXNT-3 BEGIN RETAINING WALL BEGIN NOISE WALL PIH35E STA. 1976+50.00, 97.63’ RT END NOISE WALL PIH35E STA 1982+70, 97.64’ RT END RETAINING WALL PIH35E STA. 1974+50.00, 108.14’ LT PSBEFR-B16 END ACCESS DENIAL PSBEFR STA. 3975+40 PIH35E-9 BEGIN ACCESS DENIAL PSBEFR STA. 3976+37 PRSENT-3 END ACCESS DENIAL PSBEFR STA. 3979+89 BEGIN RETAINING WALL PIH35E STA. 1980+49.36, 96.50’ LT BEGIN ACCESS DENIAL PSBEFR STA. 3980+73 END ACCESS DENIAL PSBEFR STA. 3988+84 END RETAINING WALL PIH35E STA. 1989+40.34, 96.50’ LT END NOISE WALL PIH35E STA 1988+70, 96.53’ LT PSBEFR-B17 BEGIN NOISE WALL PIH35E STA 1982+30, 96.56’ LT END NOISE WALL PIH35E STA 1983+20, 128.57’ LT SB IH35E ENT RAMP B PRSENT END RETAINING WALL PRSENT STA. 19+59.93, 10.00’ LT PROP SB FRONTAGE RD B PSBEFR PSBEFR STA. 3989+78.18= PNT STA. 19+28.67 (SIGNALIZED INTERSECTION) BEGIN ACCESS DENIAL PSBEFR STA. 3991+07 C PNT STA. 23+42.70 MATCH PROP PAVEMENT BY OTHERS L BEGIN RETAINING WALL PIH35E STA. 1990+91.82, 96.50’ LT PNT-2 END RETAINING WALL PIH35E STA. 1989+14.44, 96.56’ RT PIH35E STA. 1990+41.50= PNT STA. 17+78.76 BEGIN RETAINING WALL PIH35E STA. 1991+28.55, 96.50’ RT C PNT STA. 11+00.00 MATCH EX PAVEMENT BEGIN ACCESS DENIAL PNBEFR STA. 2992+07 PNBEGP-25 PNBEGP-26 END NOISE WALL PIH35E STA 2002+84, 177’ RT END ACCESS DENIAL PNBEFR STA. 3012+68 BEGIN CSJ: 0195-03-071 C PIH35E STA.2010+00.00 END CSJ: 0195-03-050 BEGIN RETAINING WALL PDCNESW STA. 14+95.46, 10.00’ LT END RETAINING WALL PRNXBB STA. 23+40.00, 10.00’ RT PIH35E STA. 2004+50.00, 95.00’ RT PNBEGP-27 NB IH35E EXIT RAMP B PRNXBB END ACCESS DENIAL PNBEFR STA. 2995+50 EX ROW BEGIN NOISE WALL PIH35E STA 2994+80, 12.00’ RT END ACCESS DENIAL PSBEFR STA. 3939+50 PROP SB FRONTAGE RD B PSBEFR BEGIN RETAINING WALL PIH35E STA. 1939+80.80, 122.50’ LT END RETAINING WALL PIH35E STA. 1936+56.58, 132.17’ LT END ACCESS DENIAL PSBEFR STA. 2926+68 PSBEFR STA. 3937+25.75= PFW STA. 16+03.29 (SIGNALIZED INTERSECTION) PFW-2 END ACCESS DENIAL PNBEFR STA. 2962+95 BEGIN ACCESS DENIAL PNBEFR STA. 2984+57 HORIZONTAL CURVE DATA - ROLL 5 CHAIN CURVE PI STATION DELTA RADIUS TANGENT LENGTH CHORD BEARING CHORD LENGTH PC STATION PT STATION PIH35E PIH35E-8 1942+76.40 31^33’04.24" 3,212.85 907.67 1,769.23 N 64^ 04’ 40.01" W 1746.96 1933+68.73 1951+37.96 PIH35E-9 1977+44.67 18^14’19.90" 7,639.80 1,226.36 2,431.96 N 57^ 25’ 17.84" W 2421.71 1965+18.32 1989+50.28 PIH35E-10 2002+94.74 6^53’21.74" 12,000.00 722.32 1,442.91 N 63^ 05’ 46.92" W 1442.04 1995+72.42 2010+15.32 PNBEGP PNBEGP-22 1923+49.59 3^01’14.02" 10,750.00 283.43 566.73 N 79^ 24’ 32.82" W 566.66 1920+66.16 1926+32.89 PNBEGP-23 1943+14.46 32^37’01.95" 3,100.00 907.01 1,764.76 N 64^ 36’ 38.86" W 1741.03 1934+07.46 1951+72.22 PNBEGP-24 1977+81.11 18^14’19.90" 7,536.00 1,209.69 2,398.92 N 57^ 25’ 17.84" W 2388.81 1965+71.41 1989+70.33 PNBEGP-25 1992+07.93 0^40’36.51" 10,786.00 63.71 127.41 N 66^ 52’ 46.05" W 127.41 1991+44.22 1992+71.63 PNBEGP-26 1993+34.91 0^40’36.51" 10,714.00 63.28 126.56 N 66^ 52’ 46.05" W 126.56 1992+71.63 1993+98.19 PNBEGP-27 2003+31.62 06^53’21.74" 11,953.00 1996+12.13 2010+49.38 PSBEGP PSBEGP-20 1941+54.72 32^27’33.69" 3,515.00 1,023.18 1,991.33 N 64^ 31’ 54.73" W 1964.80 1931+31.54 1951+22.87 PSBEGP-21 1977+18.04 18^14’19.90" 7,639.00 1,226.23 2,431.71 N 57^ 25’ 17.84" W 2421.45 1964+91.82 1989+23.52 PSBEGP-22 1991+38.60 0^40’36.51" 10,786.00 63.71 127.41 N 66^ 12’ 09.53" W 127.41 1990+74.89 1992+02.30 PSBEGP-23 1992+65.59 0^40’36.51" 10,714.00 63.28 126.56 N 66^ 12’ 09.53" W 126.56 1992+02.30 1993+28.86 PSBEGP-24 2002+67.95 6^53’21.74" 12,047.00 725.15 1,448.56 N 63^ 05’ 46.92" W 1447.69 1995+42.80 2009+91.36 PSBEFR PSBEFR-B12 3920+67.20 2^30’12.47" 2,500.00 54.63 109.23 N 82^ 00’ 47.80" W 109.23 3920+12.57 3921+21.81 PSBEFR-B13 3944+09.13 36^49’52.34" 4,350.00 1,448.37 2,796.29 N 62^ 20’ 45.40" W 2748.39 3929+60.77 3957+57.06 PSBEFR-B14 3964+85.37 5^56’52.95" 4,000.00 207.81 415.25 N 46^ 54’ 15.70" W 415.07 3962+77.56 3966+92.81 PSBEFR-B15 3970+08.35 4^47’54.62" 7,531.00 315.54 630.72 N 52^ 16’ 39.49" W 630.54 3966+92.81 3973+23.53 PSBEFR-B16 3974+52.69 3^41’49.37" 4,002.00 129.16 258.23 N 56^ 31’ 31.48" W 258.19 3973+23.53 3975+81.76 PSBEFR-B17 3982+11.69 4^10’09.10" 4,002.00 145.67 291.21 N 60^ 27’ 30.71" W 291.15 3980+66.02 3983+57.23 PSBEFR-B18 3984+61.63 1^35’16.86" 7,533.00 104.40 208.79 N 63^ 20’ 13.69" W 208.78 3983+57.23 3985+66.02 PSBEFR-B19 3987+70.32 1^35’59.05" 4,000.00 55.84 111.68 N 64^ 55’ 51.64" W 111.68 3987+14.48 3988+26.16 PSBEFR-C1 4001+31.49 3^46’38.83" 15,000.00 494.65 988.93 N 63^ 50’ 31.75" W 988.76 3996+36.85 4006+25.78 PSBEFR-C2 4011+83.90 2^50’38.12" 5,000.00 124.12 248.18 N 63^ 22’ 31.40" W 248.15 4010+59.78 4013+07.96 PRNETL PRNETL-3 18+41.04 1,000.00 96.29 191.99 N 80^ 40’ 26.16" W 191.69 17+44.75 19+36.74 PRNETL-4 21+59.51 1,000.00 59.59 119.04 N 82^ 45’ 49.15" W 118.97 20+99.92 22+18.96 PRNXFW PRNXFW-3 18+88.83 1,000.00 67.04 133.88 N 74^ 03’ 48.26" W 133.78 18+21.79 19+55.67 PRNXFW-4 22+05.76 1,000.00 89.92 179.36 N 75^ 21’ 58.88" W 179.12 21+15.84 22+95.20 PRNEFW PRNEFW-3 15+89.39 7^35’31.44" 1,200.00 79.62 159.01 N 58^ 49’ 48.37" W 158.89 15+09.77 16+68.78 PRNEFW-4 19+51.87 14^19’26.20" 900.00 113.09 225.00 N 55^ 27’ 50.98" W 224.41 18+38.78 20+63.78 PRNXMK PRNXMK-2 20+05.00 15^28’11.50" 1,000.00 135.83 270.00 N 52^ 30’ 39.00" W 269.18 18+69.17 21+39.17 PRNXMK-3 23+63.14 6^01’34.63" 1,200.00 63.17 126.21 N 47^ 47’ 20.57" W 126.16 22+99.97 24+26.19 PRNXNT PRNXNT-3 17+11.59 2^37’18.45" 7,610.00 174.14 348.23 N 56^ 54’ 15.46" W 348.19 15+37.45 18+85.67 PRSEMK PRSEMK-3 17+31.58 5^38’09.16" 3,585.00 176.46 352.64 N 52^ 43’ 26.38" W 352.49 15+55.11 19+07.75 PRSEMK-4 21+22.84 7^26’54.42" 1,000.00 65.09 130.00 N 53^ 37’ 49.01" W 129.91 20+57.75 21+87.75 PRSEMK-5 25+10.31 13^25’27.00" 1,000.00 117.69 234.30 N 50^ 38’ 32.73" W 233.76 23+92.63 26+26.92 PRSXFW PRSXFW-3 16+18.61 14^19’26.20" 1,000.00 125.66 250.00 N 46^ 58’ 19.84" W 249.35 14+92.96 17+42.96 PRSXFW-4 19+88.70 8^29’31.15" 1,000.00 74.24 148.21 N 44^ 03’ 22.31" W 148.08 19+14.46 20+62.67 PRSENT PRSENT-3 17+95.10 3^28’41.80" 7,569.00 229.82 459.49 N 60^ 48’ 14.36" W 459.42 15+65.28 20+24.78 PFW PFW-1 10+76.23 0^32’14.56" 2,000.00 9.38 18.76 S 25^ 00’ 45.62" W 18.76 10+66.85 10+85.61 PFW-2 17+00.82 11^01’58.97" 2,604.35 251.53 501.5 S 19^ 45’ 53.41" W 500.73 14+49.30 19+50.80 PMC PMC-1 13+54.46 56^31’40.63" 300 161.29 295.98 S 27^ 16’ 32.38" W 284.12 11+93.17 14+89.15 PMC-2 21+78.71 7^21’29.84" 499 32.09 64.08 S 2^ 41’ 26.99" W 64.04 21+46.62 22+10.71 PMC-3 22+33.87 5^18’13.82" 500 23.16 46.28 S 3^ 43’ 05.00" W 46.27 22+10.71 22+56.99 PNT PNT-1 14+29.13 80^17’32.39" 350 295.21 490.48 S 15^ 19’ 06.39" E 451.32 11+33.92 16+24.40 PNT-2 20+90.11 68^55’19.39" 300 205.88 360.88 S 59^ 17’ 19.50" W 339.51 18+84.23 22+45.10 1^ 00’ 00.00" 6^ 49’ 14.04" 7^ 40’ 15.10" 0^ 16’ 36.34" 1,437.26 719.49 N 63^05’ 46.92" W 1,436.39 PNBEFR PNBEFR-B15 2918+54.16 5^ 04’ 50.88" 2,000.00 88.73 177.35 N 77^ 42’ 51.61" W 177.30 2917+65.43 2919+42.78 PNBEFR-B16 2924+98.78 4^ 41’ 42.85" 4,000.00 163.99 327.79 N 82^ 36’ 08.47" W 327.70 2923+34.79 2926+62.58 PNBEFR-B17 2928+21.70 4^ 33’ 21.76" 4,000.00 159.12 318.07 N 82^ 40’ 19.02" W 317.99 2926+62.58 2929+80.65 PNBEFR-B18 2941+04.58 25^ 21’ 35.89" 1,800.00 404.99 796.71 N 67^ 42’ 50.20" W 790.22 2936+99.59 2944+96.30 PNBEFR-B19 2948+62.86 2^ 43’ 54.37" 5,000.00 119.22 238.39 N 53^ 40’ 05.07" W 238.37 2947+43.64 2949+82.03 PNBEFR-B20 2959+82.67 4^ 00’ 00.00" 5,000.00 174.60 349.07 N 50^ 18’ 07.88" W 349.00 2958+08.06 2961+57.13 PNBEFR-B21 2973+29.90 10^ 51’ 37.21" 7,646.00 726.82 1,449.29 N 53^ 43’ 56.49" W 1447.12 2966+03.08 2980+52.37 PNBEFR-B22 2982+33.10 5^ 10’ 26.68" 4,000.00 180.73 361.22 N 61^ 44’ 58.44" W 361.10 2980+52.37 2984+13.58 PNBEFR-B23 2989+02.72 2^ 02’ 50.80" 7,632.00 136.38 272.73 N 65^ 21’ 37.18" W 272.71 2987+66.34 2990+39.07 PNBEFR-B24 2997+37.94 3^ 20’ 40.51" 4,000.00 116.78 233.50 N 64^ 42’ 42.33" W 233.46 2996+21.16 2998+54.66 PNBEFR-C1 3012+03.65 13^ 36’ 01.15" 2,800.00 333.89 664.64 N 56^ 14’ 21.50" W 663.08 3008+69.77 3015+34.40 PROPOSED PEDESTRIAN BRIDGE B PPDEX BEGIN CSJ: 0195-03-075 PPEDX STA. 10+65.00 BEGIN CONSTRUCTION OF PEDESTRIAN BRIDGE BEGIN RETAINING WALL, 11.00’ LT & RT END CSJ: 0195-03-075 PPEDX STA. 19+35.00 END CONSTRUCTION OF PEDESTRIAN BRIDGE END RETAINING WALL, 11.00’ LT & RT BEGIN ACCESS DENIAL PNBEFR STA. 2975+80