DesignJET 5500 Color RTL.PLT, 200 SCALE, 16.7 X 121 ... · BOWDEN BAILEY COLLEGE GEORGIA PICCADILLY...
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Texas Department of Transportation R C 2011 MELISSA ANNA BLUE RIDGE DESERT LOCATION MAP EASTLINE RD. SH 121 BEGIN PROJECT BEGIN CSJ: 0549-03-018 BEGIN STA: 67+54.08 75 455 160 78 545 5 2862 2862 5 9/30/2011 L:\110071\140-10336-000\prod\Exhibits\121 06_200.dgn bsowels 8:27:28 AM 0 200 300 10 0 GRAPHIC SCALE (IN FEET) 20 30 HORZ VERT 100 9/30/2011 L:\110071\140-10336-000\prod\Exhibits\121 06_200.dgn bsowels 8:27:28 AM MELISSA ANNA BLUE RIDGE DESERT LOCATION MAP EASTLINE RD. SH 121 BEGIN PROJECT BEGIN CSJ: 0549-03-018 BEGIN STA: 67+54.08 END PROJECT END CSJ: 0549-03-021 END STA: 865+37.66 75 455 160 78 545 5 2862 2862 5 545 0 200 300 10 0 GRAPHIC SCALE (IN FEET) 20 30 HORZ VERT 100 CITY LIMIT CROSS STREETS BRIDGE WATER UTILITY 3"w SH 121 PAVEMENT LEGEND RETAINING WALL INDEX OF ROLLS INDEX OF ROLLS SH 121 CL STA 540+00 END CSJ: 0549-03-018 BEGIN CSJ: 0549-03-021 SH 121 CL STA 540+00 END CSJ: 0549-03-018 BEGIN CSJ: 0549-03-021 ROLL DESCRIPTION ROLL DESCRIPTION DRIVEWAYS CITY LIMIT CROSS STREETS BRIDGE WATER UTILITY 3"w SH 121 PAVEMENT LEGEND RETAINING WALL DRIVEWAYS NOTES: 1. MEDIAN OPENINGS ARE PRELIMINARY AND SUBJECT TO CHANGE. FINAL MEDIAN OPENING LOCATIONS TO BE DETERMINED DURING PS&E AND IN COORDINATION WITH THE CITIES OF MELISSA AND ANNA. 2. SOURCE OF TRAFFIC DATA: TEXAS DEPARTMENT OF TRANSPORTATION TRANSPORTATION, PROGRAMING AND PLANNING DIVISION MARCH 27, 2007 3. ALL URBAN SECTIONS WILL HAVE CONCRETE CURB AND GUTTER WITH BARRIER CURBS. NOTES: 1. MEDIAN OPENINGS ARE PRELIMINARY AND SUBJECT TO CHANGE. FINAL MEDIAN OPENING LOCATIONS TO BE DETERMINED DURING PS&E AND IN COORDINATION WITH THE CITIES OF MELISSA AND ANNA. 2. SOURCE OF TRAFFIC DATA: TEXAS DEPARTMENT OF TRANSPORTATION TRANSPORTATION, PROGRAMING AND PLANNING DIVISION MARCH 27, 2007 3. ALL URBAN SECTIONS WILL HAVE CONCRETE CURB AND GUTTER WITH BARRIER CURBS. Texas Department of Transportation R C 2011 EXISTING R.O.W. (ACCESS BY PERMIT ONLY) PROPERTY LINES PROPOSED R.O.W. (ACCESS BY PERMIT ONLY IN ACCORDANCE WITH TXDOT ACCESS CONTROL MANUAL) SH 121 CL OBLITERATE EXISTING ROADWAY EXISTING R.O.W. (ACCESS BY PERMIT ONLY) PROPERTY LINES PROPOSED R.O.W. (ACCESS BY PERMIT ONLY IN ACCORDANCE WITH TXDOT ACCESS CONTROL MANUAL) SH 121 CL OBLITERATE EXISTING ROADWAY X ROLL of 11 X ROLL of 11 These documents are not intended for Construction, Bidding or Permit Purposes. They were prepared by, or under the supervision of: NANCY D. MITCHELL, P.E. 79762 09/22/11 PROJECT MANAGER PE# DATE Lockwood, Andrews & Newnam, Inc. T.B.P.E. Firm # 2614 DESIGN ROADWAY LIMITS FUNCTIONAL CLASSIFICATION ADT DESIGN SPEED FROM TO 2012 2032 SH 121 (SUBURBAN) ARTERIAL 18800 29400 45 SH 121 (RURAL) ARTERIAL 13500 21000 70 SH 121 RAMPS RAMP NA NA 35 FM 2933 AT SH 121 COLLECTOR 1000 1600 40 455 N AT SH 121 ARTERIAL 1550 2250 40 455 S AT SH 121 COLLECTOR 500 700 40 E. HOUSTON ST (FM 2862) AT SH 121 COLLECTOR 1700 2700 50 SH 160 AT SH 121 ARTERIAL 4100 6600 50 N. McDonald Street (SH 5 SOUTH) AT SH 121 ARTERIAL 7300 11,300 40 MC KINNEY ST (SH 5 NORTH) AT SH 121 ARTERIAL 6400 9900 40 DENTON ST (FM 545) AT SH 121 COLLECTOR 4200 6500 30 COUNTY ROADS CR 418 AT SH 121 LOCAL 600 900 30 LANDFILL ENTRANCE AT SH 121 LOCAL NA NA 30 416 AT SH 121 LOCAL NA NA 30 419 AT SH 121 LOCAL 300 600 20 * 420 AT SH 121 LOCAL NA NA 20 * 475 AT SH 121 LOCAL 250 450 30 507(509) AT SH 121 LOCAL NA NA 20 * 424 / 513 AT SH 121 LOCAL NA NA 30 526 / 527 AT SH 121 LOCAL NA NA 20 * 528 / 581 AT SH 121 LOCAL NA NA 20 * 582 AT SH 121 LOCAL NA NA 20 * 936 AT SH 121 LOCAL NA NA 20 * 1002 AT SH 121 LOCAL NA NA 20 * COUNTY LINE RD AT SH 121 LOCAL 250 250 20 * EASTLINE RD AT SH 121 LOCAL 200 350 30 CITY STREETS FANNIN RD AT SH 121 COLLECTOR NA NA 30 BARTLETT RD AT SH 121 LOCAL NA NA 30 CREEKSIDE RD AT SH 121 LOCAL NA NA 30 BERRY RD AT SH 121 LOCAL 2600 4000 30 EASTWOOD RD AT SH 121 LOCAL NA NA 30 LILLIAN DR AT SH 121 LOCAL NA NA 30 NUGENT ST AT SH 121 LOCAL NA NA 30 LIBERTY WAY AT SH 121 LOCAL 900 1400 30 REDWOOD BLVD AT SH 121 LOCAL NA NA 30 * = UNPAVED COUNTY ROAD * = UNPAVED COUNTY ROAD DISPLACED STRUCTURE DISPLACED STRUCTURE + = FUTURE OUTER LOOP, BY OTHERS + = FUTURE OUTER LOOP, BY OTHERS Outer Loop + Outer Loop + Outer Loop + END PROJECT END CSJ: 0549-03-021 END STA: 865+37.66 STA 368+10.00 SH 5 STA 67+54.08 STA 368+10.00 STA 368+10.00 STA 865+37.66 CR 635 STA 865+37.66 CR 635 DESIGN ROADWAY LIMITS FUNCTIONAL CLASSIFICATION ADT DESIGN SPEED FROM TO 2012 2032 SH 121 (SUBURBAN) ARTERIAL 18800 29400 45 SH 121 (RURAL) ARTERIAL 13500 21000 70 SH 121 RAMPS RAMP NA NA 35 FM 2933 AT SH 121 COLLECTOR 1000 1600 40 455 N AT SH 121 ARTERIAL 1550 2250 40 455 S AT SH 121 COLLECTOR 500 700 40 E. HOUSTON ST (FM 2862) AT SH 121 COLLECTOR 1700 2700 50 SH 160 AT SH 121 ARTERIAL 4100 6600 50 N. McDonald Street (SH 5 SOUTH) AT SH 121 ARTERIAL 7300 11,300 40 MC KINNEY ST (SH 5 NORTH) AT SH 121 ARTERIAL 6400 9900 40 DENTON ST (FM 545) AT SH 121 COLLECTOR 4200 6500 30 COUNTY ROADS CR 418 AT SH 121 LOCAL 600 900 30 LANDFILL ENTRANCE AT SH 121 LOCAL NA NA 30 416 AT SH 121 LOCAL NA NA 30 419 AT SH 121 LOCAL 300 600 20 * 420 AT SH 121 LOCAL NA NA 20 * 475 AT SH 121 LOCAL 250 450 30 507(509) AT SH 121 LOCAL NA NA 20 * 424 / 513 AT SH 121 LOCAL NA NA 30 526 / 527 AT SH 121 LOCAL NA NA 20 * 528 / 581 AT SH 121 LOCAL NA NA 20 * 582 AT SH 121 LOCAL NA NA 20 * 936 AT SH 121 LOCAL NA NA 20 * 1002 AT SH 121 LOCAL NA NA 20 * COUNTY LINE RD AT SH 121 LOCAL 250 250 20 * EASTLINE RD AT SH 121 LOCAL 200 350 30 CITY STREETS FANNIN RD AT SH 121 COLLECTOR NA NA 30 BARTLETT RD AT SH 121 LOCAL NA NA 30 CREEKSIDE RD AT SH 121 LOCAL NA NA 30 BERRY RD AT SH 121 LOCAL 2600 4000 30 EASTWOOD RD AT SH 121 LOCAL NA NA 30 LILLIAN DR AT SH 121 LOCAL NA NA 30 NUGENT ST AT SH 121 LOCAL NA NA 30 LIBERTY WAY AT SH 121 LOCAL 900 1400 30 REDWOOD BLVD AT SH 121 LOCAL NA NA 30 Outer Loop + Outer Loop + Outer Loop + STA 368+10.00 SH 5 STA 67+54.08 STA 368+10.00 STA 368+10.00 STA 865+37.66 CR 635 STA 865+37.66 CR 635 1 SH 121 STA 67+54.08 TO STA. 187+00 2 SH 121 STA 187+00 TO STA. 327+00 3 SH 121 STA 327+00 TO STA. 467+00 4 SH 121 STA 467+00 TO STA. 607+00 5 SH 121 STA 607+00 TO STA. 747+00 6 SH 121 STA 747+00 TO CR 635 (FANNIN COUNTY LINE) 7 SH 121 STA 747+00 TO FANNIN COUNTY LINE (TRANSITION) 8 SH 5 AND FANNIN ROAD 9 FM 455 AND CONNECTING RAMPS 10 FM 2862 AND CONNECTING RAMPS 11 SH 160 AND CONNECTING RAMPS 1 SH 121 STA 67+54.08 TO STA. 187+00 2 SH 121 STA 187+00 TO STA. 327+00 3 SH 121 STA 327+00 TO STA. 467+00 4 SH 121 STA 467+00 TO STA. 607+00 5 SH 121 STA 607+00 TO STA. 747+00 6 SH 121 STA 747+00 TO CR 635 (FANNIN COUNTY LINE) 7 SH 121 STA 747+00 TO FANNIN COUNTY LINE (TRANSITION) 8 SH 5 AND FANNIN ROAD 9 FM 455 AND CONNECTING RAMPS 10 FM 2862 AND CONNECTING RAMPS 11 SH 160 AND CONNECTING RAMPS DALLAS DISTRICT WILLIAM HALE, P.E. DISTRICT ENGINEER SH 121 COLLIN COUNTY DESIGN SCHEMATIC SEPTEMBER 2011 FROM: SH 5 IN MELISSA TO: CR 635 (EAST LINE ROAD) BRIDGE REPLACEMENT AND HIGHWAY RECONSTRUCTION PROJECT LENGTH: 15.11 MILES (79784’) BRIDGE: 0.30 MILES (1560’) ROADWAY: 14.81 MILES (78224’) CSJ: 0549-03-018 (SH 5 to FM 455) CSJ: 0549-03-021 (FM 455 to CR 635/FANNIN COUNTY LINE) DALLAS DISTRICT WILLIAM HALE, P.E. DISTRICT ENGINEER SH 121 COLLIN COUNTY DESIGN SCHEMATIC SEPTEMBER 2011 FROM: SH 5 IN MELISSA TO: CR 635 (EAST LINE ROAD) BRIDGE REPLACEMENT AND HIGHWAY RECONSTRUCTION PROJECT LENGTH: 15.11 MILES (79784’) BRIDGE: 0.30 MILES (1560’) ROADWAY: 14.81 MILES (78224’) CSJ: 0549-03-018 (SH 5 to FM 455) CSJ: 0549-03-021 (FM 455 to CR 635/FANNIN COUNTY LINE) GATE TANK S S S S S TL TL TL TL S S S S SIGN TFP TFP SIGN PILE S TFP CULVERT S S S SIGN CULVERT CULVERT SIGN CULVERT CULVERT PIPE TANK PIPE CULVERT CULVERT PIPE PILE CULVERT CULVERT CULVERT GATE CULVERT UNPAVED PARKING PARKING AREA 43 680.64 42 672.27 S S S S S CULVERT CULVERT PILE PILE S CULVERT CULVERT TFP GATE AC UNIT TANK S S S OBSCURED OBSCURED OBSCURED OBSCURED CULVERT CULVERT PARKING AREA 466 685.52 PIPE SIGN RUINS TANK GATE PIPE OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED CULVERT CULVERT POOL CULVERT CULVERT SIGN ED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED S S S S 46 654.01 WE 655.72 S TFP OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED PILE TANK S S S CULVERT CULVERT S S OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED PILE GATE PILE SIGN TFP SIGN TFP TANK LP TFP S S PILE S CULVERT CULVERTS CULVERT PILE GATE S OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED GATE CULVERTS CULVERTS CULVERTS OBSCURED 35 668.68 34 662.98 S CULVERT CULVERT OBSCURED OBSCURED 50 650.06 51 647.09 S CULVERT CULVERT S OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED 55 636.11 CULVERTS GATE PIPE GATE OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED S OBSCURED OBSCURED UNPAVED PARKING CULVERT CULVERT GATE S S TANK OBSCURED OBSCURED OBSCURED CULVERTS CULVERT GATE SIGN SIGN CULVERTS CULVERTS PILE PILE CULVERT 541 724.47 540 719.47 554 724.20 TFP TFP CULVERT S S S S S S S S S S S LP PLAYGROUND VOLLYBALL COURT PARKING AREA OBSCURED OBSCURED SIGN PILE PILE CULVERT SIGN OBSCURED 545 710.27 543 719.63 S S CULVERT CULVERT FH TFP CULVERT CULVERT TANK LP OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED PILE S GATE PILE SIGN S CULVERT CULVERT CULVERT CULVERT GATE GATE PIPE GATE GATE TFP GATE CULVERT CULVERT GATE SLAB OBSCURED PILE PILE 547 708.32 548 706.11 TFP TFP PILE TANK CULVERT CULVERT SLAB LP S FP FP GATE GATE LP 550 697.12 549 694.34 TFP LP GATE S CULVERT CULVERT PILE GATE PIPE GATE 466 685.52 PIPE S SIGN S RUINS TANK GATE PIPE OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED CULVERT CULVERT POOL CULVERT CULVERT TFP S SIGN OBSCURED OBSCURED OBSCURED CULVERT CULVERT CR 936 SH 160 SH 78 ATNIP JEAN C STATE OF TEXAS HARLOW BOB & LARRY ZIMMERMAN KURT & BETSY BLANTON JAMES A MOLAISON DEBRA LEE HOW LIMITED PARTNERSHIP JAFARI BEHZAD STATE OF TEXAS BLANTON JAMES A HARLOW HALEY & RUTH DONALDSON LARRY D & BETTY WOMBLE GLENDON & BURGESS ROBERT JR MCGEE J EDD ATNIP JEAN C OWNBY TONY R HOW LIMITED PARTNERSHIP PASTRANA AGUSTIN & HARLOW HALEY & RUTH WHITFIELD JACKIE ESTRADA JOSE LUIS BLANTON JAMES & SLINGERLAND DOROTHY MCGEE J EDD BARTOO CARY L & RULE JACK INC HARRIS ERIC HARRIS WILLIE FRANK MOLAISON DEBRA LEE BLANTON JAMES A DOCEKAL WILLIAM L & BARBARA A RULE JACK WALLS BRIAN DOUGLAS BRUMMETT DOUGLAS BARTLOWE PATRICIA ETAL OWNBY TONY R SPARKS LORAINE IRREVOCABLE TRUST UTC HOLDINGS & FINANCE INC DOCEKAL WILLIAM L & BARBARA A HALL DENVER L JR & LINDA J SHADY GROVE BAPTIST CHURCH NTS EXISTING TYPICAL SECTION (ANNA) CSJ 0549-03-021 CSJ 0549-03-021 NTS CSJ 0549-03-021 NTS PROPOSED SH 121 TYPICAL SECTION STA. 747+00 TO STA. 865+37.66 PGL VAR CSJ 0549-03-021 NTS EXISTING CR 936 TYPICAL SECTION VAR EXISTING ROW EXISTING ROW 40’ ROW L C CR 936 20’ 18’ 22’ PGL 2.0% CSJ 0549-03-021 NTS PROPOSED CR 936 TYPICAL SECTION 2.0% PROPOSED ROW 80’ ROW L C CR 936 20’ 40’ 40’ PROPOSED ROW 3:1 MAX 4:1 MAX 3:1 MAX 4:1 MAX EXIST C-L PROP C-L 10’ LANE 10’ LANE PGL VAR CSJ 0549-03-021 NTS EXISTING CR 1002 TYPICAL SECTION VAR EXISTING ROW EXISTING ROW 40’ ROW 20’ 20’ EXIST C-L L C CR 1002 20’ PGL 2.0% CSJ 0549-03-021 NTS PROPOSED CR 1002 TYPICAL SECTION 2.0% EXISTING ROW EXISTING ROW 80’ ROW 20’ L C CR 1002 40’ PROP C-L 40’ 6:1 MAX 4:1 MAX 4:1 MAX 6:1 MAX 10’ LANE 10’ LANE PGL VAR CSJ 0549-03-021 NTS VAR EXISTING ROW EXISTING ROW 54’ ROW 20’ 27’ EXIST C-L 27’ L C COUNTY LINE RD EXISTING COUNTY LINE RD TYPICAL SECTION PGL 2.0% CSJ 0549-03-021 NTS 2.0% PROPOSED ROW 80’ ROW 24’ 40’ L C COUNTY LINE RD PROPOSED COUNTY LINE RD TYPICAL SECTION 40’ PROP C-L PROPOSED ROW 12’ LANE 12’ LANE 6:1 MAX 4:1 MAX 4:1 MAX 6:1 MAX PGL VAR CSJ 0549-03-021 NTS VAR EXISTING ROW EXISTING ROW 24’ EXIST C-L L C EASTLINE RD EXISTING EASTLINE RD TYPICAL SECTION 12’ LANE 12’ LANE PGL 2.0% CSJ 0549-03-021 NTS 2.0% EXISTING ROW EXISTING ROW 24’ L C EASTLINE RD PROPOSED EASTLINE RD TYPICAL SECTION 12’ LANE 12’ LANE 4:1 MAX 6:1 USUAL CSJ 0549-03-021 NTS EXISTING ROW C L 2.0% 12’ 4’ SH PROP C-L 12’ LANE 12’ LANE 10’ SHLDR 4:1 MAX. 4’ PGL 8’ 12’ TURN LANE 6:1 MAX. 2.0% 12’ 4’ SH 12’ LANE 12’ LANE 10’ SHLDR 4:1 MAX. 4’ 8’ 12’ TURN LANE PGL 6:1 USUAL 4:1 MAX. 6:1 USUAL 4:1 MAX. PROPOSED RURAL ROADWAY TYPICAL SECTION W/ DUAL LEFT TURN LANES PROPOSED ROW STA. 857+00 TO STA. 863+80 CSJ 0549-03-021 NTS PROPOSED RURAL ROADWAY TYPICAL SECTION 3:1 USUAL 2:1 MAX 6:1 USUAL 2:1 MAX 44’ EXISTING ROW EXISTING ROW L C 12’ LANE 10’ SHLD 12’ LANE 10’ SHLD 2.0% 2.0% EXIST C-L 120’ ROW MIN AND USUAL PGL 12’ LANE 2.0% CSJ 0549-03-021 NTS 12’ TURN LANE 12’ TURN LANE 4’ SH L B RAMP 4’ SH 6:1 USUAL 4:1 USUAL 12’ 20’ 6:1 USUAL 3:1 MAX PROP B-L 44’ PROPOSED ROW 14’ LANE 4’ SH 8’ SHLDR 12’ 6:1 USUAL 4:1 USUAL 20’ 6:1 USUAL 3:1 MAX PGL 2.0% L B RAMP PROP B-L PROPOSED ROW CSJ 0549-03-021 NTS 26’ 14’ LANE 4’ SH 8’ SHLDR 12’ 6:1 USUAL 4:1 USUAL 20’ 6:1 USUAL 3:1 MAX 2.0% PROPOSED ROW CSJ 0549-03-021 NTS 26’ L B RAMP PROP B-L PGL 12’ LANE 2.0% CSJ 0549-03-021 NTS 12’ TURN LANE 12’ TURN LANE 4’ SH 4’ SH 6:1 USUAL 4:1 USUAL 12’ 20’ 6:1 USUAL 3:1 MAX 44’ EXISTING ROW L B RAMP PROP B-L PGL PROPOSED SH 121 TYPICAL SECTION 6:1 USUAL 4:1 MAX. PROPOSED ROW C L EXIST C-L PROP C-L 2.0% 2.0% 4:1 MAX. 6:1 4:1 MAX 6:1 MAX 6:1 MAX 20’ 20’ 4’ SH 4’ SH 12’ LANE 12’ LANE 10’ SHLDR 12’ LANE 10’ SHLDR 12’ LANE 12’ 4’ PGL B L B L B-L SB PGL B-L NB PGL VARIES (30’-35’) 30’ C L EXIST ROW STA. 747+00 TO STA. 753+05 60’ EXISTING ROW 90’ 117’ 207’ ROW VARIES 82’-87’ STORM DRAIN AS REQUIRED 13’ PGL 12’ LANE 12’ LANE 10’ SHLDR 2.0% 20’ L C SH 121 4’ SH CTB 13’ 12’ LANE 12’ LANE 10’ SHLDR 2.0% 20’ 4’ SH 71’ 71’ PGL CTB STORM DRAIN AS REQUIRED PROP C-L L B L B B-L SB PGL B-L NB PGL 12’ PGL 12’ LANE 12’ LANE 10’ SHLDR 2.0% 20’ L C SH 121 4’ SH 6:1 MAX CTB 12’ 12’ LANE 12’ LANE 10’ SHLDR 2.0% 20’ 4’ SH 6:1 MAX 78’ PGL CTB 8’ 8’ 6:1 MAX 4:1 MAX 6:1 MAX 4:1 MAX 3:1 MAX 14’ RAMP 4’ SH 4:1 MAX 6:1 MAX 3:1 MAX PROP C-L PGL L B PROP B-L 8’ SH 26’ 20’ 14’ RAMP 4’ SH 4:1 MAX 6:1 MAX 8’ SH 26’ 20’ PGL L B PROP B-L C L EXIST C-L B L B L B-L SB PGL B-L NB PGL EXIST ROW VARIES (60’-75’) 78’ PROPOSED ROW VARIES XX-XX EXISTING ROW PROPOSED ROW 100’ 60’ EXIST ROW VARIES (60’-80’) VARIES 100’-168’ VARIES 100’-173’ ROW VARIES 200’- 323’ ROW VARIES 200’-205’ L B B-L SB PGL L B B-L NB PGL 20’ 20’ C L 30’ VARIES (60’-65’) VARIES (30’-40’) EXIST ROW VARIES 70’-80’ EXIST C-L PROPOSED RAMP TYPICAL SECTION AT SH 160 NB ENTRANCE PROPOSED RAMP TYPICAL SECTION AT SH 160 NB EXIT PROPOSED RAMP TYPICAL SECTION AT SH 160 SB ENTRANCE PROPOSED RAMP TYPICAL SECTION AT SH 160 SB EXIT STA. 753+05 TO STA. 761+00 6:1 MAX. 6:1 MAX. EXISTING ROW C L NTS CSJ 0549-03-021 2.0% 2.0% 12’ 20’ 8’ 12’ LANE 12’ LANE 12’ LANE 12’ LANE 4’ SH 4’ SH PROP C-L EXIST C-L EXISTING ROW PROPOSED RURAL ROADWAY TYPICAL SECTION AT INTERSECTIONS 12’ LANE 12’ LANE 10’ SHLDR 4:1 MAX. 4:1 MAX. 6:1 4’ 12’ 4:1 MAX. 4’ 4:1 MAX. 6:1 PGL PGL C L B-L SB PGL B-L NB PGL B L B L 20’ VARIES (32’-72’) ROW VARIES (210’-250’) CSJ 0549-03-021 NTS PROPOSED RURAL ROADWAY TYPICAL SECTION LEFT TURN LANE 6:1 MAX. 6:1 MAX. PROPOSED ROW 2.0% 2.0% 12’ 20’ 8’ 12’ LANE 12’ LANE 12’ LANE 4’ SH 4’ SH 12’ LANE 12’ LANE 10’ SHLDR 4:1 MAX. 4:1 MAX. 6:1 4’ 12’ 4:1 MAX. 4’ 4:1 MAX. 6:1 10’ SHLDR 20’ C L PROP C-L B-L SB PGL B-L NB PGL B L B L VARIES (21’-39’) EXISTING ROW C L EXIST C-L PGL PGL 4:1 MAX 6:1 USUAL 120’ 60’ VARIES (50’-60’) EXIST ROW 60’ 100’ ROW VARIES (240’-250’) STA. 815+95 TO STA. 823+00 6:1 MAX. 6:1 MAX. PROPOSED ROW C L NTS CSJ 0549-03-021 2.0% 2.0% 12’ 20’ 12’ LANE 12’ LANE 12’ LANE 4’ SH 4’ SH PROP C-L EXIST C-L PROPOSED ROW EXIST ROW PROPOSED RURAL ROADWAY TYPICAL SECTION AT INTERSECTIONS 12’ LANE 12’ LANE 10’ SHLDR 4:1 MAX. 4:1 MAX. 6:1 4’ 12’ 4:1 MAX. 4’ 4:1 MAX. 6:1 PGL PGL C L B-L SB PGL B-L NB PGL B L B L 20’ VARIES 101’-104’ 60’ 60’ ROW VARIES (220’-254’) VARIES 56’-94’ EX/PROP C-L 4’ SH 4’ SH VARIES 40’- 289’ ROW VARIES 40’- 289’ ROW 20’-151’ 20’-138’ 20’-151’ 20’-138’ AT SH 160 UNDERPASS 12’ 6:1 12’ 6:1 6:1 USUAL 4:1 MAX. EXISTING ROW PROPOSED ROW C L PROP C-L 2.0% 2.0% EXIST ROW 6:1 MAX 30’ 20’ 20’ 4’ SH 4’ SH 12’ LANE 12’ LANE 12’ LANE 12’ LANE VARIES (240’-359’) PGL B L B L B-L SB PGL B-L NB PGL 4:1 MAX. 6:1 4:1 MAX 12’ 4’ 8’-10’ SHLDR VARIES 0’-22’ GORE 0’-22’ GORE 8’-10’ SHLDR VARIES VARIES (110’-170’) VARIES (100’-159’) 0’-14’ LN VARIES 0’-14’ LN VARIES STA. 761+00 TO STA. 769+44.80 STA. 782+58.15 TO STA. 800+27.29 STA. 769+44.80 TO STA. 782+58.15 STA. 800+27.29 TO STA. 804+64.50 STA. 806+54.50 TO STA 813+23.10 STA. 813+23.10 TO STA. 815+95 STA. 823+00 TO STA. 857+00 STA. 863+80 TO STA. 865+37.66 NTS CSJ 0549-03-021 PROPOSED RURAL BRIDGE TYPICAL SECTION AT DESERT GROVE CREEK STA. 804+64.50 TO STA. 806+54.50 PROPOSED ROW C L EXIST C-L PROP C-L PROPOSED ROW 118’ EXISTING ROW C L PGL PGL 27.6’ EXISTING BRIDGE 2.0% 2.0% 20’ 1’ 19’ 1’ 19’ 1’ 12’ LANE 12’ LANE 4’ SH 12’ LANE 1’ 4’ SH 20’ B-L SB PGL B-L NB PGL B L B L 8’-10’ SHLDR 10’ SHLDR VARIES 25’-26’ LANE 0’-10’ GORE 0’-14’ LN VARIES VARIES 39’-53’ VARIES 57’-71’ 178’ VARIES 106’-120’ 295’ 2’ 2’ CSB 6:1 MAX 6:1 MAX CSB CSB 2’ CSB 2’ CSB 2’ CSB 2’ CSB 2’ CSB 2’ CSB 2’ PGL PGL 6:1 MAX 6:1 MAX. CR 936 SH 160 DESERT GROVE CREEK CR 1002 EASTLINE RD COUNTY LINE RD. (CR 635) EXIST. ROW EXIST. ROW EXIST. ROW EXIST. ROW EXIST. ROW EXIST. ROW EXIST. ROW PROP. ROW PROP. ROW PROP. ROW PROP. ROW PROP. ROW PROP. ROW EXIST/PROP 2 - 24" RCP TO BE EXTENDED SH 121 STA. 774+74.73 PROP 1 - 24" RCP SX160 STA. 102+25.00 PROP 1 - 24" RCP NE160 STA. 99+50.00 EXIST 24" RCP TO BE REMOVED SH 121 STA. 797+27.14 EXIST/PROP 1 - 18" RCP TO BE EXTENDED SH 121 STA. 855+51.39 BEGIN RETAINING WALL \ SH 121 STA 785+00.00 77.00’ LT BEGIN RETAINING WALL \ SH 121 STA 783+00.00 93.00’ RT 56’ 38’ 38’ 50’ 600’ TAPER 450’ ACCELERATION 525’ TURN LANE 150’ TAPER 565’ TURN LANE 150’ TAPER 28’ 120’ 28’ 100’ PROP ROW VARIES 100’ - 168’ 44’ 26’ 26’ 44’ PROP ROW VARIES 100’ - 120’ 100’ 19’ 20’ 150’ TAPER 450’ ACCEL. 600’ TAPER 170’ END RETAINING WALL \ SH 121 STA 797+75.10 75.67’ RT END RETAINING WALL \ SH 121 STA 798+74.43 93.00’ LT 80’ PROP ROW VARIES 120’ - 190’ R 30’ R 60’ R 60’ R 30’ 38’ 150’ TAPER 565’ TURN LANE 565’ TURN LANE 150’ TAPER 100’ 84’ 38’ 38’ 40’ 24’ 24’ 42’ 565’ TURN LANE 80’ 40’ 80’ 120’ 110’ 90’ 75’ 90’ R 60’ R 30’ R 30’ R 30’ R 30’ R 30’ 815+00 820+00 PT 823+57.31 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 POT 865+37.66 N 38%%d 33’ 31.60" E POT 7+73.65 S 89%%d 13’ 07.45" W = 108+61.50 = 1%%d 56’ 30.07" (LT) DEGREE OF CURVE = 1%%d 22’ 47.84" = 70.36 = 140.71 = 4,152.00 = 107+91.14 PI STATION = 110+82.41 DELTA = 4%%d 03’ 03.17" (LT) DEGREE OF CURVE = 1%%d 25’ 56.62" TANGENT = 141.46 LENGTH = 282.80 RADIUS = 4,000.00 PC STATION = 109+40.95 PT STATION = 112+23.76 N 52%%d 40’ 02.31" E N 1%%d 21’ 19.94" W N 50%%d 51’ 53.22" W POT 5+00.00 5+00 PC 5+74.13 PT 8+33.36 10+00 PC 11+49.42 PT 12+78.46 N 51%%d 26’ 28.40" W POT 14+25.77 N 2%%d 09’ 10.19" W PI 113+48.53 POT 10+00.00 \ SH 121 STA 822+56.92 = \ CR 1002 STA 9+60.73 \ SH 121 STA 857+20.75 = \ CR 635 STA 10+68.24 \ SH 121 STA 864+20.70 = \ EAST LINE RD STA 10+00.00 745+00 750+00 PC 750+83.37 755+00 PRC 759+99.57 760+00 765+00 PT 769+15.77 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 PC 809+41.71 810+00 815+00 820+00 PT 823+57.31 825+00 N 57%%d 52’ 12.65" E N 23%%d 12’ 03.79" W N 1%%d 30’ 01.80" W POT 5+00.00 5+00 10+00 15+00 PC 15+29.48 PT 19+08.23 20+00 S 89%%d 13’ 07.45" W N 56%%d 46’ 01.64" E N 57%%d 29’ 58.85" E N 53%%d 39’ 53.32" E N 57%%d 52’ 12.65" E PI 69+00.00 70+00 75+00 PI 75+23.35 PC 78+32.64 80+00 PT 80+52.84 85+00 PC 88+23.83 PT 89+70.62 90+00 POT 91+04.92 PC 72+00.00 75+00 PRC 79+10.34 80+00 85+00 PT 86+20.69 90+00 N 57%%d 52’ 12.65" E N 57%%d 52’ 12.65" E 95+00 PC 95+64.83 100+00 PRC 102+79.65 105+00 PCC 107+91.14 PT 109+31.84 PC 92+30.33 PT 93+57.80 95+00 100+00 PC 102+97.41 PT 104+88.62 105+00 PC 109+40.95 110+00 PT 112+23.76 N 57%%d 52’ 12.65" E N 54%%d 13’ 05.92" E N 57%%d 31’ 11.79" E N 56%%d 43’ 05.48" E N 52%%d 40’ 02.31" E N 0%%d 12’ 22.46" W POT 5+00.00 5+00 POT 9+61.32 N 0%%d 12’ 22.46" W PI 108+15.81 PI 113+48.53 POT 10+00.00 \ SH 121 STA 760+94.96 = \ CR 936 STA 7+13.33 CL121-14 CL121-15 CL121-16 \ SH 121 STA 790+97.41 = \ SH 160 STA 13+48.34 SIGNALIZED INTERSECTION 3:1 3:1 DESERT GROVE CREEK L L 50 HW = 644.55’ END NB & SB BRIDGE C STA. 806+54.50 BEGIN NB & SB BRIDGE C STA. 804+64.50 SH 78 / SH 160 17.43’ CLEAR 7.02’ CLEAR 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 681.35 682.75 684.22 685.44 687.70 688.31 689.66 690.91 692.29 693.58 694.37 695.08 695.85 696.75 697.56 699.31 699.49 700.53 701.56 702.61 703.45 705.32 705.21 706.00 706.93 708.04 708.91 709.89 710.60 711.62 712.49 713.42 714.02 714.87 715.64 716.43 716.87 717.48 718.24 718.66 719.69 720.66 721.74 724.30 723.24 723.77 723.84 723.82 685.41 686.88 688.35 689.81 691.31 692.89 694.50 696.11 697.72 699.33 700.77 701.82 702.53 703.21 703.89 704.57 705.24 705.92 706.60 707.28 707.96 708.64 709.32 710.00 710.68 711.36 712.04 712.72 713.40 714.07 714.75 715.43 716.11 716.79 717.55 718.56 719.76 720.97 722.18 723.39 724.60 725.81 727.02 728.23 729.44 681.01 682.48 683.94 750+00 755+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 815+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 637.66 638.62 640.22 641.29 642.64 643.88 645.11 646.37 647.55 648.91 650.25 651.39 652.75 654.34 657.16 657.23 658.86 660.36 661.75 663.29 664.88 666.45 667.84 669.09 670.72 671.54 672.56 673.28 673.28 673.83 674.35 675.03 675.41 676.20 677.12 677.95 678.92 680.23 682.03 683.92 685.93 687.33 688.07 688.01 687.87 687.33 686.09 684.50 681.61 678.65 675.19 671.35 667.83 664.46 661.19 657.77 654.97 653.40 644.78 645.54 654.18 655.96 659.53 663.55 667.06 670.30 672.61 675.07 676.73 678.19 679.73 639.58 640.67 641.76 642.85 643.94 645.03 646.12 647.21 648.37 649.68 651.06 652.43 653.81 655.19 656.56 657.94 659.32 660.69 662.07 663.44 664.82 666.20 667.57 668.95 670.33 671.63 672.58 673.18 673.70 674.22 674.75 675.27 675.80 676.32 676.84 677.33 677.48 677.23 676.73 676.23 675.73 675.23 674.73 674.23 673.73 673.23 672.57 671.52 670.08 668.44 666.80 665.16 663.53 661.89 660.25 658.65 657.47 656.84 656.76 657.22 658.22 659.77 661.87 664.50 667.33 670.16 672.71 674.85 676.60 678.08 679.54 681.01 PROP PGL CR 936/CL SH 121 760+94.96 SH 160/CL SH 121 790+97.41 EXIST GRND @ C L STA = 755+00.00 EL = 648.30’ L = 200.00’ K = 698 ex = 0.07’ STA = 772+50.00 EL = 672.39’ L = 220.00’ K = 258 ex = -0.23’ VPC 754+00.00 EL. = 647.21’ VPT 756+00.00 EL. = 649.68’ VPC 771+40.00 EL. = 670.88’ VPT 773+60.00 EL. = 672.97’ PROP CULV 2-24" RCP SH 121 STA. 774+74.23 1-24" RCP FL 668.1 (+)1.0902% (+)1.3765% (+)1.3765% (+)0.5236% (+)0.5236 % (-)0.5008 % (-)0.5008 % (-)1.6379 % (-)1.6379 % (+)2.8309 % (+)2.8309 % (+)1.4669 % VPC 781+55.00 EL. = 677.13’ VPT 784+15.00 EL. = 677.16’ VPC 792+10.00 EL. = 673.18’ VPT 795+00.00 EL. = 670.08’ VPC 801+65.00 EL. = 659.19’ VPT 809+85.00 EL. = 664.08’ VPC 811+80.00 EL. = 669.60’ VPT 815+20.00 EL. = 676.90’ STA = 782+85.00 EL = 677.81’ ex = -0.33’ K = 254 L = 260.00’ STA = 793+55.00 EL = 672.45’ ex = -0.41’ K = 255 L = 290.00’ STA = 805+75.00 EL = 652.47’ ex = 4.58’ K = 183 L = 820.00’ STA = 813+50.00 EL = 674.41’ ex = -0.58’ K = 249 L = 340.00’ PROP PGL EXIST GRND @ \ EXIST GRND @ C CR 1002/CL SH 121 822+56.92 L PROP PGL 1-18" RCP FL 710.7 STA = 825+00.00 EL = 691.28’ L = 200.00’ K = 1402 ex = 0.04’ STA = 831+25.00 EL = 701.34’ L = 230.00’ K = 247 ex = -0.27’ STA = 855+25.00 EL = 717.64’ L = 200.00’ K = 377 ex = 0.13’ VPC 824+00.00 EL. = 689.81’ VPT 826+00.00 EL. = 692.89’ VPC 830+10.00 EL. = 699.49’ VPT 832+40.00 EL. = 702.12’ VPC 854+25.00 EL. = 716.96’ VPT 856+25.00 EL. = 718.85’ COUNTY LINE RD CR635/CL SH 121 857+20.75 EASTLINE RD/CL SH 121 864+20.70 (+)1.4669% (+)1.6096% (+)1.6096% (+)0.6793% (+)0.6793% (+)1.2100% 687.80 686.73 687.90 CR 1002 680 690 700 10+00 EXISTING GROUND TIE TO EXISTING EL.=690.00 PROP PGL STA = 7+75.00 EL = 688.80’ L = 100.00’ K = 49 ex = 0.25’ VPC 7+25.00 EL. = 689.44’ VPT 8+25.00 EL. = 689.17’ STA = 8+79.51 EL = 689.57’ END PROFILE SPLINE GRADE CONTROLLED BY SH 121 PGL 689.04 689.27 689.19 (-)1.2857% (+)0.7415% STA = 10+20.00 728.88 STA = 10+58.00 STA = 11+55.00 STA = 12+55.00 EL = 724.00’ L = 70.00’ K = 42 ex = 0.15’ VPC 12+20.00 EL. = 724.52’ VPT 12+90.00 EL. = 724.07’ 10+00 728.88 727.94 726.79 725.60 724.82 724.18 724.09 724.60 724.09 723.72 723.79 723.83 730 720 710 EASTLINE RD EL = 728.48 EL = 727.79 EL = 725.49 PROP PGL EXISTING GROUND END STA = 13+00 EL = 724.09 730 720 710 (-)2.0000% (-)1.8158% (-)2.3754% (-)1.4859% (+)0.1931% CR 936 657.26 656.81 657.07 658.23 657.24 5+00 640 650 660 STA = 5+90.00 EL = 655.07’ L = 112.00’ K = 37 ex = 0.42’ VPC 5+34.00 EL. = 656.54’ VPT 6+46.00 EL. = 655.30’ 5+00 657.26 655.40 656.57 656.32 657.08 VPI STA = 6+47.68 EL = 655.31’ VPI STA = 7+79.00 EL = 656.16’ VPI STA = 5+13.33 EL = 656.89’ 660 650 640 EXISTING GROUND TIE TO EXISTING EL.=657.26 TIE TO EXISTING EL.=657.14 PROP PGL (-)2.6132% (+)0.4116% (+)2.4116% (-)1.1134% (+)0.7622% CL CR 635 STA = 9+00.00 L = 140.00’ K = 41 ex = 0.60’ STA = 10+10.24 STA = 10+48.24 10+00 680 690 700 710 720 730 719.13 721.86 720.20 717.21 715.26 730 720 710 CR 635 VPC 8+30.00 EL. = 719.45 VPT 9+70.00 EL. = 718.76 EL = 719.25 EL = 720.07 EL = 717.92 EXISTING GROUND PROP PGL EL = 720.41 END STA = 10+68.24 TIE TO EXISTING EL. = 723.30 STA = 7+00.00 EL = 722.30’ 5+00 680 690 700 710 720 730 723.30 VPC 6+50.00 EL. = 722.55 VPT 7+50.00 EL. = 721.20 723.30 722.58 5+00 680 690 700 710 720 730 722.80 722.09 720.11 718.51 ex = -0.21 K = 59 (+)1.2091% (+)2.1579% (+)1.7000% (-)0.5000% (-)2.1913% (-)2.1913% SUPERELEVATION TABLE ROADWAY EVENT LEFT RIGHT STA. X- SLOPE STA. X- SLOPE SH 121 BEGIN SE TRANSITION 808+44 -2.00% 806+73 -2.00% END SE TRANSITION 809+66 -4.30% 810+09 4.30% BEGIN SE TRANSITION 823+33 -4.30% 822+90 4.30% END SE TRANSITION 824+55 -2.00% 826+26 -2.00% SUPERELEVATION TABLE ROADWAY EVENT LEFT RIGHT STA. X- SLOPE STA. X- SLOPE CR 635 BEGIN SE TRANSITION 4+58 -2.00% 4+58 -2.00% END SE TRANSITION 6+03 -6.00% 6+03 6.00% BEGIN SE TRANSITION 8+04 -6.00% 8+04 6.00% END SE TRANSITION 9+50 -2.00% 9+50 -2.00% MATCHLINE STA. 747+00 CSJ: 0549-03-021 MATCHLINE STA. 818+00 CSJ: 0549-03-021 MATCHLINE STA. 818+00 CSJ: 0549-03-021 720 730 740 750 760 710 700 690 680 670 850 855 860 865 845 840 835 830 825 820 +00 +00 +00 +00 +00 +00 +00 +00 +00 +00 MATCHLINE STA. 818+00 CSJ: 0549-03-021 MATCHLINE STA. 747+00 CSJ: 0549-03-021 750 +00 755 760 765 770 775 780 785 790 795 800 805 810 815 +00 +00 +00 +00 +00 +00 +00 +00 +00 +00 +00 +00 +00 MATCHLINE STA. 818+00 CSJ: 0549-03-021 660 650 640 630 670 680 690 700 710 720 730 IDENTICAL POINTS = 755+41.69 = 4%%d 22’ 28.34" (RT) DEGREE OF CURVE = 0%%d 28’ 38.87" = 458.32 = 916.20 = 12,000.00 = 750+83.37 = 759+99.57 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION DELTA DEGREE OF CURVE = 0%%d 28’ 38.87" TANGENT LENGTH RADIUS PC STATION PT STATION = 764+57.89 = 4%%d 22’ 28.34" (LT) = 458.32 = 916.20 = 12,000.00 = 759+99.57 = 769+15.77 PI STATION DELTA DEGREE OF CURVE = 1%%d 21’ 51.07" TANGENT LENGTH RADIUS PC STATION PT STATION = 816+56.29 = 19%%d 18’ 41.05" (LT) = 714.58 = 1,415.60 = 4,200.00 = 809+41.71 = 823+57.31 SH 121 EAST LINE RD CR 635 LEGEND * SH 121 SH 160 LEGEND * SEE ROLL 10 FOR FM 160 AND CONNECTING RAMPS PI STATION DELTA DEGREE OF CURVE = 19%%d 05’ 54.94" TANGENT LENGTH RADIUS PC STATION PT STATION = 7+12.46 = 49%%d 30’ 33.28" (LT) = 138.33 = 259.23 = 300.00 = 5+74.13 = 8+33.36 PT STATION PC STATION RADIUS LENGTH TANGENT DEGREE OF CURVE = 38%%d 11’ 49.87" DELTA PI STATION = 12+18.23 = 49%%d 17’ 18.21" (RT) = 68.82 = 129.04 = 150.00 = 11+49.42 = 12+78.46 EASTLINE RD. CR 635 SEE ROLL 11 FOR SH 121 TRANSITION TO EXISTING TEXAS 121 TEXAS 121 TEXAS 160 TEXAS 160 TEXAS 121 TEXAS 121 TEXAS 121 660 650 640 630 670 680 680 670 660 690 700 FUTURE SCHEMATIC BY OTHERS CSJ: 0549-01-029 CSJ: 0549-02-024 FUTURE SCHEMATIC BY OTHERS CSJ: 0549-01-029 CSJ: 0549-02-024 END SCHEMATIC SH 121 CSJ 0549-03-021 END SCHEMATIC SH 121 CSJ 0549-03-021 E E BEGIN NB & SB BRIDGE \ STA. 804+64.50 END NB & SB BRIDGE \ STA. 806+54.50 CL121-14 CL121-15 CL121-16 1,000-2012 ADT 1,000-2032 ADT 2,600 4,000 800 1,200 7,100 11,000 2,400 3,800 500 900 1,200 1,900 1,000-2012 ADT 1,000-2032 ADT 50 50 50 100 100 200 8,200 12,800 100 100 100 100 6 6 MILE EXIT 1 2 MILE EXIT 1 2
Transcript of DesignJET 5500 Color RTL.PLT, 200 SCALE, 16.7 X 121 ... · BOWDEN BAILEY COLLEGE GEORGIA PICCADILLY...
FT (HORIZONTAL) Texas Department of Transportation
R C 2011
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HT
Old
Grounds
0.9
Blue Ridge
Cemetery
0.5
0.3
2.2
0.9
7.6
Bra
nch
Harrin
gto
n
Lic
kB
ranch
Pilot
Gro
ve
Cre
ek
Pot
Rack
Cre
ek
Des
ert
Cre
ek
Cre
ek
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rt
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rtC
reek
Pilo
t
Gro
ve
Creek
Pilo
t
Gro
ve
Cre
ek
Creek
Red
Oak
Wolf
Run
Cr
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ter
Gro
ve
Cre
ek
Sister
Gro
ve
Cre
ek
Coleman
WESTMINSTER
LIM
IT
WESTM
INSTER
CIT
Y
LIM
IT
WESTMINSTER CITY LIMIT
WESTMINSTER
CITY
LIM
IT
LAMMLYLE
BA
KE
R
CH
UR
CH
CO
UN
TY
LIN
ER
OA
D
VERONA
Pop 388
CHAMBLISSVALDASTA
Pop 521
FAYBURG
SNOW
HILL
0.4
2.1
1.2
1.4
1.2
5.3
CIT
Y
SCHOOL
DUNN
DAVIS
WHITE
CENTER
BRATCHER
JAMES
HEAD
ROBY
STEPP
PRICHARD
RIDGETOP
BRENDA
RIDGEWAY
India
n
Pot
Rack
Cre
ek
FROGNOT
Cle
mons
EA
ST
2.1
Stiff
Creek
6.9
Branch
Cem
Verona
Herrin
gto
n
Pilo
t
Gro
ve
Cre
ek
Rack
Lic
k
Bra
nch
VERONA
Cre
ek
0.8
Brinlee
D
B78
D
B78
ALTOGA
75
5
75
2933
2933
121
121
5
5
545
545
455 455
121
545
75
121
121
121
1377
455455
1827
545
545
78
78
78
78
981
981
1377
3133
2933
1827
1377
1827
2862
2862
C
SP
LIM
IT
CITY
MC KINNEY
MC KINNEY
CITY LIMIT
CITY
LIM
IT
SP
5
2862
Water
3.8
Cr
1.3
0.6
1.0
4.9
DESERT
5
1213133
Sweet
78
S.H.ADY-
RuS.H.
West
S.H.ady
Grove
160
78
545
5
2862
2862
5
545
0 200 300
100
GRAPHIC SCALE
(IN FEET)
20 30
HORZ
VERT
100
CITY LIMIT
CROSS STREETS
BRIDGE
WATER UTILITY3"w
SH 121 PAVEMENT
LEGEND
RETAINING WALL
INDEX OF ROLLSINDEX OF ROLLS
SH 121 CL STA 540+00
END CSJ: 0549-03-018
BEGIN CSJ: 0549-03-021
SH 121 CL STA 540+00
END CSJ: 0549-03-018
BEGIN CSJ: 0549-03-021
ROLL DESCRIPTIONROLL DESCRIPTION
DRIVEWAYS
CITY LIMIT
CROSS STREETS
BRIDGE
WATER UTILITY3"w
SH 121 PAVEMENT
LEGEND
RETAINING WALL
DRIVEWAYS
NOTES:
1. MEDIAN OPENINGS ARE PRELIMINARY AND
SUBJECT TO CHANGE. FINAL MEDIAN OPENING
LOCATIONS TO BE DETERMINED DURING PS&E
AND IN COORDINATION WITH THE CITIES OF
MELISSA AND ANNA.
2. SOURCE OF TRAFFIC DATA:
TEXAS DEPARTMENT OF TRANSPORTATION
TRANSPORTATION, PROGRAMING AND PLANNING DIVISION
MARCH 27, 2007
3. ALL URBAN SECTIONS WILL HAVE CONCRETE CURB
AND GUTTER WITH BARRIER CURBS.
NOTES:
1. MEDIAN OPENINGS ARE PRELIMINARY AND
SUBJECT TO CHANGE. FINAL MEDIAN OPENING
LOCATIONS TO BE DETERMINED DURING PS&E
AND IN COORDINATION WITH THE CITIES OF
MELISSA AND ANNA.
2. SOURCE OF TRAFFIC DATA:
TEXAS DEPARTMENT OF TRANSPORTATION
TRANSPORTATION, PROGRAMING AND PLANNING DIVISION
MARCH 27, 2007
3. ALL URBAN SECTIONS WILL HAVE CONCRETE CURB
AND GUTTER WITH BARRIER CURBS.
Texas Department of Transportation
R C 2011
EXISTING R.O.W. (ACCESS BY PERMIT ONLY)
PROPERTY LINES
PROPOSED R.O.W. (ACCESS BY PERMIT ONLY
IN ACCORDANCE WITH TXDOT ACCESS CONTROL MANUAL)
SH 121 CL
OBLITERATE EXISTING
ROADWAY
EXISTING R.O.W. (ACCESS BY PERMIT ONLY)
PROPERTY LINES
PROPOSED R.O.W. (ACCESS BY PERMIT ONLY
IN ACCORDANCE WITH TXDOT ACCESS CONTROL MANUAL)
SH 121 CL
OBLITERATE EXISTING
ROADWAY
L:\...\RESOURCE\DesignJET 5500 Color RTL.PLT, 200 SCALE, 16.7 X 121, ROTATE 90 cw, STRIP-2
RASTER OPTIONS: QUALITY FACTOR=16.7, BRIGHTNESS=30, CONTRAST=-10
SAVE PLOT FILES UNDER "BATCH PLOT" FOLDER
XROLL of 11 XROLL of 11
These documents are not intended for Construction,
Bidding or Permit Purposes. They were prepared by,
or under the supervision of:
NANCY D. MITCHELL, P.E. 79762 09/22/11
PROJECT MANAGER PE# DATE
Lockwood, Andrews & Newnam, Inc.
T.B.P.E. Firm # 2614
DESIGN ROADWAYLIMITS FUNCTIONAL
CLASSIFICATION
ADT DESIGN
SPEEDFROM TO 2012 2032
SH 121 (SUBURBAN) ARTERIAL 18800 29400 45
SH 121 (RURAL) ARTERIAL 13500 21000 70
SH 121 RAMPS RAMP NA NA 35
FM 2933 AT SH 121 COLLECTOR 1000 1600 40
455 N AT SH 121 ARTERIAL 1550 2250 40
455 S AT SH 121 COLLECTOR 500 700 40
E. HOUSTON ST (FM 2862) AT SH 121 COLLECTOR 1700 2700 50
SH 160 AT SH 121 ARTERIAL 4100 6600 50
N. McDonald Street (SH 5 SOUTH) AT SH 121 ARTERIAL 7300 11,300 40
MC KINNEY ST (SH 5 NORTH) AT SH 121 ARTERIAL 6400 9900 40
DENTON ST (FM 545) AT SH 121 COLLECTOR 4200 6500 30
COUNTY ROADS
CR 418 AT SH 121 LOCAL 600 900 30
LANDFILL ENTRANCE AT SH 121 LOCAL NA NA 30
416 AT SH 121 LOCAL NA NA 30
419 AT SH 121 LOCAL 300 600 20 *
420 AT SH 121 LOCAL NA NA 20 *
475 AT SH 121 LOCAL 250 450 30
507(509) AT SH 121 LOCAL NA NA 20 *
424 / 513 AT SH 121 LOCAL NA NA 30
526 / 527 AT SH 121 LOCAL NA NA 20 *
528 / 581 AT SH 121 LOCAL NA NA 20 *
582 AT SH 121 LOCAL NA NA 20 *
936 AT SH 121 LOCAL NA NA 20 *
1002 AT SH 121 LOCAL NA NA 20 *
COUNTY LINE RD AT SH 121 LOCAL 250 250 20 *
EASTLINE RD AT SH 121 LOCAL 200 350 30
CITY STREETS
FANNIN RD AT SH 121 COLLECTOR NA NA 30
BARTLETT RD AT SH 121 LOCAL NA NA 30
CREEKSIDE RD AT SH 121 LOCAL NA NA 30
BERRY RD AT SH 121 LOCAL 2600 4000 30
EASTWOOD RD AT SH 121 LOCAL NA NA 30
LILLIAN DR AT SH 121 LOCAL NA NA 30
NUGENT ST AT SH 121 LOCAL NA NA 30
LIBERTY WAY AT SH 121 LOCAL 900 1400 30
REDWOOD BLVD AT SH 121 LOCAL NA NA 30
* = UNPAVED COUNTY ROAD * = UNPAVED COUNTY ROAD
DISPLACED STRUCTURE DISPLACED STRUCTURE
+ = FUTURE OUTER LOOP, BY OTHERS+ = FUTURE OUTER LOOP, BY OTHERS
Outer Loop +
Outer Loop +
Outer Loop +
END PROJECT
END CSJ: 0549-03-021
END STA: 865+37.66
STA 368+10.00
SH 5
STA 67+54.08
STA 368+10.00
STA 368+10.00
STA 865+37.66
CR 635
STA 865+37.66
CR 635
DESIGN ROADWAYLIMITS FUNCTIONAL
CLASSIFICATION
ADT DESIGN
SPEEDFROM TO 2012 2032
SH 121 (SUBURBAN) ARTERIAL 18800 29400 45
SH 121 (RURAL) ARTERIAL 13500 21000 70
SH 121 RAMPS RAMP NA NA 35
FM 2933 AT SH 121 COLLECTOR 1000 1600 40
455 N AT SH 121 ARTERIAL 1550 2250 40
455 S AT SH 121 COLLECTOR 500 700 40
E. HOUSTON ST (FM 2862) AT SH 121 COLLECTOR 1700 2700 50
SH 160 AT SH 121 ARTERIAL 4100 6600 50
N. McDonald Street (SH 5 SOUTH) AT SH 121 ARTERIAL 7300 11,300 40
MC KINNEY ST (SH 5 NORTH) AT SH 121 ARTERIAL 6400 9900 40
DENTON ST (FM 545) AT SH 121 COLLECTOR 4200 6500 30
COUNTY ROADS
CR 418 AT SH 121 LOCAL 600 900 30
LANDFILL ENTRANCE AT SH 121 LOCAL NA NA 30
416 AT SH 121 LOCAL NA NA 30
419 AT SH 121 LOCAL 300 600 20 *
420 AT SH 121 LOCAL NA NA 20 *
475 AT SH 121 LOCAL 250 450 30
507(509) AT SH 121 LOCAL NA NA 20 *
424 / 513 AT SH 121 LOCAL NA NA 30
526 / 527 AT SH 121 LOCAL NA NA 20 *
528 / 581 AT SH 121 LOCAL NA NA 20 *
582 AT SH 121 LOCAL NA NA 20 *
936 AT SH 121 LOCAL NA NA 20 *
1002 AT SH 121 LOCAL NA NA 20 *
COUNTY LINE RD AT SH 121 LOCAL 250 250 20 *
EASTLINE RD AT SH 121 LOCAL 200 350 30
CITY STREETS
FANNIN RD AT SH 121 COLLECTOR NA NA 30
BARTLETT RD AT SH 121 LOCAL NA NA 30
CREEKSIDE RD AT SH 121 LOCAL NA NA 30
BERRY RD AT SH 121 LOCAL 2600 4000 30
EASTWOOD RD AT SH 121 LOCAL NA NA 30
LILLIAN DR AT SH 121 LOCAL NA NA 30
NUGENT ST AT SH 121 LOCAL NA NA 30
LIBERTY WAY AT SH 121 LOCAL 900 1400 30
REDWOOD BLVD AT SH 121 LOCAL NA NA 30
Outer Loop +
Outer Loop +
Outer Loop +
STA 368+10.00
SH 5
STA 67+54.08
STA 368+10.00
STA 368+10.00
STA 865+37.66
CR 635
STA 865+37.66
CR 635
1 SH 121 STA 67+54.08 TO STA. 187+00
2 SH 121 STA 187+00 TO STA. 327+00
3 SH 121 STA 327+00 TO STA. 467+00
4 SH 121 STA 467+00 TO STA. 607+00
5 SH 121 STA 607+00 TO STA. 747+00
6 SH 121 STA 747+00 TO CR 635 (FANNIN COUNTY LINE)
7 SH 121 STA 747+00 TO FANNIN COUNTY LINE (TRANSITION)
8 SH 5 AND FANNIN ROAD
9 FM 455 AND CONNECTING RAMPS
10 FM 2862 AND CONNECTING RAMPS
11 SH 160 AND CONNECTING RAMPS
1 SH 121 STA 67+54.08 TO STA. 187+00
2 SH 121 STA 187+00 TO STA. 327+00
3 SH 121 STA 327+00 TO STA. 467+00
4 SH 121 STA 467+00 TO STA. 607+00
5 SH 121 STA 607+00 TO STA. 747+00
6 SH 121 STA 747+00 TO CR 635 (FANNIN COUNTY LINE)
7 SH 121 STA 747+00 TO FANNIN COUNTY LINE (TRANSITION)
8 SH 5 AND FANNIN ROAD
9 FM 455 AND CONNECTING RAMPS
10 FM 2862 AND CONNECTING RAMPS
11 SH 160 AND CONNECTING RAMPS
DALLAS DISTRICT
WILLIAM HALE, P.E. DISTRICT ENGINEER
SH 121
COLLIN COUNTY
DESIGN SCHEMATIC
SEPTEMBER 2011
FROM: SH 5 IN MELISSA TO: CR 635 (EAST LINE ROAD)
BRIDGE REPLACEMENT AND HIGHWAY RECONSTRUCTION
PROJECT LENGTH: 15.11 MILES (79784’)
BRIDGE: 0.30 MILES (1560’)
ROADWAY: 14.81 MILES (78224’)
CSJ: 0549-03-018 (SH 5 to FM 455)
CSJ: 0549-03-021 (FM 455 to CR 635/FANNIN COUNTY LINE)
DALLAS DISTRICT
WILLIAM HALE, P.E. DISTRICT ENGINEER
SH 121
COLLIN COUNTY
DESIGN SCHEMATIC
SEPTEMBER 2011
FROM: SH 5 IN MELISSA TO: CR 635 (EAST LINE ROAD)
BRIDGE REPLACEMENT AND HIGHWAY RECONSTRUCTION
PROJECT LENGTH: 15.11 MILES (79784’)
BRIDGE: 0.30 MILES (1560’)
ROADWAY: 14.81 MILES (78224’)
CSJ: 0549-03-018 (SH 5 to FM 455)
CSJ: 0549-03-021 (FM 455 to CR 635/FANNIN COUNTY LINE)
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
PIPE
PIPE
CULVERT
CULVERT
PARKING AREA
PIPE
PIPE
GATE
TANK
SIGN
TANK
PIPE
S
S
S
S
S
TLTL
TL
TL
S
S
S
S
SIGN
TFP
TFP
SIGN
PILE
S
TFP
CULVERT
S
SS
SIGN
CULVERTCULVERT
SIGN
CULVERTCULVERT
PIPE
TANK
PIPE
CULVERT
CULVERTPIPE
PILE
CULVERT
CULVERT
CULVERT
GATE
CULVERT
UNPAVED PARKING
PARKING AREA
43 680.64
42 672.27
S
S
S
SS
CULVERTCULVERT
PILE
PILE
S
CULVERT
CULVERT
TFP
GATE
AC UNIT
TANK
S
SS
OBSCURED
OBSCURED
OBSCURED
OBSCURED
CULVERT
CULVERT
PARKING AREA
466 685.52
PIPE
SIGN
RUINS
TANK
GATE
PIPE
OBSCURED
OBSCURED
OBSCUREDOBSCURED
OBSCURED
OBSCURED
OBSCURED
CULVERT
CULVERT
POOL
CULVERT
CULVERTSIGN
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCUREDOBSCURED
OBSCURED
S SS
S46 654.01
WE
655.72
S
TFP
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
PILE
TANK
SSS
CULVERT
CULVERT
S S
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
PILE
GATE
PILE
SIGN
TFP
SIGN
TFP
TANK
LP
TFP
S
S
PILE
S
CULVERT
CULVERTS
CULVERT
PILE
GATE
S
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
GATE
CULVERTS
CULVERTS
CULVERTS
OBSCURED
35 668.68
34 662.98
S
CULVERT
CULVERT
OBSCURED
OBSCURED
50 650.06
51 647.09
SCULVERT
CULVERT
S
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
55 636.11
CULVERTSGATE
PIPE
GATE
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCUREDOBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCUREDS
OBSCURED
OBSCURED
UNPAVED PARKING
CULVERT
CULVERT
GATE
SS
TANK
OBSCU
RED
OBSCU
RED
OBSCU
RED
CULV
ERTS
CULV
ERT
GA
TE
SIGN
SIGN
CULV
ERTS
CULV
ERTS
PILE
PILE
CULV
ERT
541724.47540719.47
554 724.20
TFP
TFP
CULV
ERT
S
SS
S
S S
S
S
S
S
S
LP
PLAYGROUND
VO
LLYBA
LL COU
RTPA
RKIN
G A
REA
OBSCU
RED
OBSCU
RED
SIGN
PILE
PILE
CULV
ERTSIGN
OBSCU
RED
545 710.27
543 719.63
S
S
CULV
ERTCU
LVERT
FH
TFP
CULV
ERT
CULV
ERT
TAN
K
LP
OBSCU
RED
OBSCU
RED
OBSCU
RED
OBSCU
RED
OBSCU
RED
OBSCU
RED
OBSCU
RED
OBSCU
RED
OBSCU
RED
PILE
S
GA
TE
PILE
SIGN
SCU
LVERT
CULV
ERT
CULV
ERT
CULV
ERT
GA
TEGA
TE
PIPE
GA
TE
GA
TE
TFP
GA
TE
CULV
ERT
CULV
ERT
GA
TE
SLAB
OBSCU
RED
PILE
PILE
547 708.32
548 706.11
TFP
TFP
PILE
TAN
K
CULV
ERT
CULV
ERT
SLAB
LP
S
FP
FP
GA
TE
GA
TE
LP
550 697.12
549 694.34
TFP
LP
GA
TE
S
CULV
ERT
CULV
ERT
PILE
GA
TE
PIPE
GA
TE
466 685.52
PIPE
S
SIGN
S
RUIN
S
TAN
K
GA
TE
PIPE
OBSCU
RED
OBSCU
RED
OBSCU
RED
OBSCU
RED
OBSCU
RED
OBSCU
RED
OBSCU
RED
OBSCU
RED
CULV
ERT
CULV
ERT
POO
L
CULV
ERT
CULV
ERT
TFP
S
SIGN
OBSCU
RED
OBSCU
RED
OBSCU
RED
CULV
ERT
CULV
ERT
CR
936
SH
160
SH
78
ATNIP JEAN C
STATE OF TEXAS
HARLOW BOB & LARRY
ZIMMERMAN KURT & BETSY
BLANTON JAMES A
MOLAISON DEBRA LEE
HOW LIMITED PARTNERSHIP
JAFARI BEHZAD
STATE OF TEXAS
BLANTON JAMES A
HARLOW HALEY & RUTH
DONALDSON LARRY D & BETTY
WOMBLE GLENDON &
BURGESS ROBERT JR
MCGEE J EDD
ATNIP JEAN C
OWNBY TONY R
HOW LIMITED PARTNERSHIP
PASTRANA
AGUSTIN &
HARLOW HALEY
& RUTH
WHITFIELD
JACKIE
ESTRADA
JOSE LUIS
BLANTON JAMES &
SLINGERLAND DOROTHY
MCGEE
J EDD
BARTOO CARY L &RULE JACK INC HARRIS ERIC
HA
RR
IS WIL
LIE
FRA
NK
MOLAISON DEBRA LEE
BLANTON JAMES A
DOCEKAL WILLIAM L & BARBARA A
RULE JACK
WALLS BRIAN DOUGLAS
BRUMMETT DOUGLAS
BARTLOWE PATRICIA ETAL
OWNBY TONY R
SPARKS LORAINEIRREVOCABLE TRUST
UTC HOLDINGS& FINANCE INC
DOCEKAL WILLIAM L& BARBARA A
HALL DENVER L JR& LINDA J
SHADY GROVEBAPTIST CHURCH
NTS
EXISTING TYPICAL SECTION (ANNA)
CSJ 0549-03-021
CSJ 0549-03-021NTS
CSJ 0549-03-021NTS
PROPOSED SH 121 TYPICAL SECTION
STA. 747+00 TO STA. 865+37.66
PGL
VAR
CSJ 0549-03-021NTS
EXISTING CR 936 TYPICAL SECTION
VAR
EX
IST
ING
RO
W
EX
IST
ING
RO
W
40’ ROW
LC CR 936
20’
18’ 22’
PGL
2.0%
CSJ 0549-03-021NTS
PROPOSED CR 936 TYPICAL SECTION
2.0%
PR
OP
OS
ED
RO
W
80’ ROW
LC CR 936
20’
40’ 40’
PR
OP
OS
ED
RO
W
3:1MAX
4:1
MAX3:1
MAX
4:1MAX
EXIST C-L
PROP C-L
10’
LANE
10’
LANE
PGL
VAR
CSJ 0549-03-021NTS
EXISTING CR 1002 TYPICAL SECTION
VAR
EX
IST
ING
RO
W
EX
IST
ING
RO
W
40’ ROW
20’
20’
EXIST C-LLC CR 1002
20’
PGL
2.0%
CSJ 0549-03-021NTS
PROPOSED CR 1002 TYPICAL SECTION
2.0%
EX
IST
ING
RO
W
EX
IST
ING
RO
W
80’ ROW
20’
LC CR 1002
40’
PROP C-L
40’
6:1
MAX
4:1MAX
4:1
MAX
6:1MAX
10’
LANE
10’
LANE
PGL
VAR
CSJ 0549-03-021NTS
VAR
EX
IST
ING
RO
W
EX
IST
ING
RO
W
54’ ROW
20’
27’
EXIST C-L
27’
LC COUNTY LINE RD
EXISTING COUNTY LINE RD TYPICAL SECTION
PGL
2.0%
CSJ 0549-03-021NTS
2.0%
PR
OP
OS
ED
RO
W
80’ ROW
24’
40’
LC COUNTY LINE RD
PROPOSED COUNTY LINE RD TYPICAL SECTION
40’
PROP C-L
PR
OP
OS
ED
RO
W
12’
LANE
12’
LANE
6:1
MAX
4:1MAX
4:1
MAX6:1MAX
PGL
VAR
CSJ 0549-03-021NTS
VAR
EX
IST
ING
RO
W
EX
IST
ING
RO
W24’
EXIST C-LLC EASTLINE RD
EXISTING EASTLINE RD TYPICAL SECTION
12’
LANE
12’
LANE
PGL
2.0%
CSJ 0549-03-021NTS
2.0%
EX
IST
ING
RO
W
EX
IST
ING
RO
W24’
LC EASTLINE RD
PROPOSED EASTLINE RD TYPICAL SECTION
12’
LANE
12’
LANE
4:1MAX
6:1
USUAL
CSJ 0549-03-021NTS
EX
IST
ING
RO
W
CL
2.0%
12’
4’
SH
PROP C-L
12’
LANE
12’
LANE
10’
SHLDR
4:1
MAX.
4’
PGL
8’12’
TURN
LANE
6:1
MAX.
2.0%
12’
4’
SH
12’
LANE
12’
LANE
10’
SHLDR
4:1
MAX.
4’
8’ 12’
TURN
LANE
PGL
6:1 USUAL4:1 MAX.
6:1 USUAL
4:1 MAX.
PROPOSED RURAL ROADWAY TYPICAL SECTION
W/ DUAL LEFT TURN LANES
PR
OP
OS
ED
RO
W
STA. 857+00 TO STA. 863+80
CSJ 0549-03-021NTS
PROPOSED RURAL ROADWAY TYPICAL SECTION
3:1 USUAL
2:1 MAX
6:1 USUAL2:1 MAX
44’
EX
IST
ING
RO
W
EX
IST
ING
RO
W
LC
12’
LANE
10’
SHLD
12’
LANE
10’
SHLD
2.0%2.0%
EXIST C-L
120’
ROW MIN AND USUAL
PGL
12’
LANE
2.0%
CSJ 0549-03-021NTS
12’
TURN
LANE
12’
TURN
LANE
4’
SH
LB RAMP
4’
SH
6:1USUAL
4:1
USUAL
12’
20’
6:1 USUAL
3:1 MAX
PROP B-L
44’
PR
OP
OS
ED
RO
W
14’
LANE
4’
SH
8’
SHLDR
12’
6:1USUAL
4:1
USUAL
20’
6:1 USUAL
3:1 MAX
PGL2.0%
LB RAMP
PROP B-L
PR
OP
OS
ED
RO
W
CSJ 0549-03-021 NTS
26’
14’
LANE
4’
SH
8’
SHLDR
12’
6:1
USUAL
4:1USUAL
20’
6:1 USUAL3:1 MAX
2.0%
PR
OP
OS
ED
RO
W
CSJ 0549-03-021NTS
26’
LB RAMP
PROP B-L
PGL
12’
LANE
2.0%
CSJ 0549-03-021NTS
12’
TURN
LANE
12’
TURN
LANE
4’
SH
4’
SH
6:1
USUAL
4:1USUAL
12’
20’
6:1 USUAL3:1 MAX
44’
EX
IST
ING
RO
W
LB RAMP
PROP B-L
PGL
PROPOSED SH 121 TYPICAL SECTION
6:1 USUAL4:1 MAX.
PR
OP
OS
ED
RO
W
CL
EXIST C-LPROP C-L
2.0%2.0%4:1
MAX.
6:1
4:1 MAX
6:1
MAX
6:1
MAX
20’ 20’
4’
SH
4’
SH
12’
LANE
12’
LANE
10’
SHLDR
12’
LANE
10’
SHLDR
12’
LANE
12’
4’
PGL
BLBL
B-L SB PGLB-L NB PGL
VARIES (30’-35’)30’
CL
EXIST ROW
STA. 747+00 TO STA. 753+05
60’
EX
IST
ING
RO
W
90’ 117’
207’ ROW
VARIES
82’-87’
STORM DRAIN
AS REQUIRED
13’
PGL
12’
LANE
12’
LANE
10’
SHLDR
2.0%
20’
LC SH 121
4’
SH
CTB
13’ 12’
LANE
12’
LANE
10’
SHLDR
2.0%
20’4’
SH
71’71’
PGLCTB
STORM DRAIN
AS REQUIRED
PROP C-L
LB LBB-L SB PGL B-L NB PGL
12’
PGL
12’
LANE
12’
LANE
10’
SHLDR
2.0%
20’
LC SH 121
4’
SH
6:1
MAX
CTB
12’ 12’
LANE
12’
LANE
10’
SHLDR
2.0%
20’4’
SH
6:1MAX
78’
PGLCTB
8’8’
6:1MAX
4:1
MAX6:1
MAX
4:1MAX
3:1
MAX
14’
RAMP
4’
SH
4:1
MAX
6:1MAX
3:1MAX
PROP C-L
PGL
LB
PROP B-L
8’
SH
26’ 20’
14’
RAMP
4’
SH
4:1MAX
6:1
MAX
8’
SH
26’20’
PGL
LB
PROP B-L
CL
EXIST C-L
BL BL
B-L SB PGLB-L NB PGL
EXIST ROW
VARIES (60’-75’)
78’
PR
OP
OS
ED
RO
W
VARIES
XX-XX
EX
IST
ING
RO
W
PR
OP
OS
ED
RO
W
100’
60’
EXIST ROW
VARIES (60’-80’)
VARIES
100’-168’
VARIES
100’-173’
ROW VARIES 200’- 323’
ROW VARIES 200’-205’
LB
B-L SB PGL
LB
B-L NB PGL20’ 20’
CL
30’VARIES (60’-65’) VARIES (30’-40’)
EXIST ROW
VARIES
70’-80’
EXIST C-L
PROPOSED RAMP TYPICAL SECTION
AT SH 160 NB ENTRANCE
PROPOSED RAMP TYPICAL SECTION
AT SH 160 NB EXIT
PROPOSED RAMP TYPICAL SECTION
AT SH 160 SB ENTRANCE
PROPOSED RAMP TYPICAL SECTION
AT SH 160 SB EXIT
STA. 753+05 TO STA. 761+00
6:1 MAX. 6:1 MAX.
EX
IST
ING
RO
W
CL
NTS CSJ 0549-03-021
2.0% 2.0%
12’
20’
8’
12’
LANE
12’
LANE
12’
LANE
12’
LANE
4’
SH
4’
SH
PROP C-LEXIST C-L
EX
IST
ING
RO
W
PROPOSED RURAL ROADWAY TYPICAL SECTION
AT INTERSECTIONS
12’
LANE
12’
LANE
10’
SHLDR
4:1
MAX.4:1 MAX.
6:1
4’
12’
4:1
MAX.
4’
4:1 MAX.
6:1
PGLPGL
CL
B-L SB PGLB-L NB PGL
BLBL
20’
VARIES (32’-72’)
ROW VARIES (210’-250’)
CSJ 0549-03-021NTS
PROPOSED RURAL ROADWAY TYPICAL SECTION
LEFT TURN LANE
6:1 MAX.6:1 MAX.
PR
OP
OS
ED
RO
W
2.0%2.0%
12’
20’
8’
12’
LANE
12’
LANE
12’
LANE
4’
SH
4’
SH
12’
LANE
12’
LANE
10’
SHLDR
4:1
MAX.4:1 MAX.
6:1
4’
12’
4:1
MAX.
4’
4:1 MAX.6:1
10’
SHLDR
20’
CLPROP C-L
B-L SB PGL B-L NB PGL
BLBL
VARIES (21’-39’)
EX
IST
ING
RO
W
CL
EXIST C-L
PGL PGL
4:1
MAX
6:1USUAL
120’60’
VARIES (50’-60’)
EXIST ROW
60’ 100’
ROW VARIES (240’-250’)
STA. 815+95 TO STA. 823+00
6:1 MAX.6:1 MAX.
PR
OP
OS
ED
RO
W
CL
NTS CSJ 0549-03-021
2.0% 2.0%
12’
20’
12’
LANE
12’
LANE
12’
LANE
4’
SH
4’
SH
PROP C-LEXIST C-L
PR
OP
OS
ED
RO
W
EXIST ROW
PROPOSED RURAL ROADWAY TYPICAL SECTION
AT INTERSECTIONS
12’
LANE
12’
LANE
10’
SHLDR
4:1
MAX.4:1 MAX.
6:1
4’
12’
4:1
MAX.
4’
4:1 MAX.
6:1
PGLPGL
CL
B-L SB PGLB-L NB PGL
BLBL
20’
VARIES
101’-104’
60’ 60’
ROW VARIES (220’-254’)
VARIES
56’-94’
EX/PROP C-L
4’
SH
4’
SH
VARIES 40’- 289’ ROWVARIES 40’- 289’ ROW
20’-151’ 20’-138’ 20’-151’ 20’-138’
AT SH 160 UNDERPASS
12’
6:1
12’
6:1
6:1 USUAL4:1 MAX.
EX
IST
ING
RO
W
PR
OP
OS
ED
RO
W
CLPROP C-L
2.0%2.0%
EXIST ROW
6:1
MAX
30’
20’ 20’
4’
SH
4’
SH
12’
LANE
12’
LANE
12’
LANE
12’
LANE
VARIES (240’-359’)
PGL
BLBL
B-L SB PGLB-L NB PGL
4:1
MAX.
6:1
4:1 MAX
12’
4’
8’-10’
SHLDR
VARIES
0’-22’
GORE
0’-22’
GORE
8’-10’
SHLDR
VARIES
VARIES (110’-170’) VARIES (100’-159’)
0’-14’
LN
VARIES
0’-14’
LN
VARIES
STA. 761+00 TO STA. 769+44.80
STA. 782+58.15 TO STA. 800+27.29
STA. 769+44.80 TO STA. 782+58.15
STA. 800+27.29 TO STA. 804+64.50
STA. 806+54.50 TO STA 813+23.10
STA. 813+23.10 TO STA. 815+95
STA. 823+00 TO STA. 857+00
STA. 863+80 TO STA. 865+37.66
NTS CSJ 0549-03-021
PROPOSED RURAL BRIDGE TYPICAL SECTION
AT DESERT GROVE CREEK
STA. 804+64.50 TO STA. 806+54.50
PR
OP
OS
ED
RO
W
CL
EXIST C-L
PROP C-L
PR
OP
OS
ED
RO
W
118’
EX
IST
ING
RO
W
CL
PGLPGL
27.6’ EXISTING BRIDGE
2.0%2.0%
20’
1’
19’
1’
19’
1’
12’
LANE
12’
LANE
4’
SH
12’
LANE
1’
4’
SH
20’B-L SB PGL
B-L NB PGLBL BL
8’-10’
SHLDR
10’
SHLDR
VARIES
25’-26’
LANE
0’-10’
GORE
0’-14’
LN
VARIES
VARIES
39’-53’
VARIES
57’-71’
178’
VARIES
106’-120’
295’
2’2’
CSB
6:1MAX
6:1
MAX
CSB
CSB
2’
CSB
2’
CSB
2’
CSB
2’
CSB
2’
CSB
2’
CSB
2’
PGL
PGL
6:1
MAX
6:1
MAX.
CR
936
SH
160
SH
160
DE
SE
RT
GR
OV
E C
RE
EK
CR
1002
EASTLIN
E RD
COU
NTY
LIN
E RD
.
(CR
635)
EXIST. ROW
EXIST. ROWEXIST. ROW
EXIST. ROWEXIST. ROW
EXIST. ROW EXIST. ROW
PROP. ROW
PROP. ROW
PROP. ROWPROP. ROW
PROP. ROW PROP. ROW
EXIST/PROP
2 - 24" RCP
TO BE EXTENDED
SH 121 STA. 774+74.73
PROP 1 - 24" RCP
SX160 STA. 102+25.00
PROP 1 - 24" RCP
NE160 STA. 99+50.00
EXIST 24" RCP
TO BE REMOVED
SH 121 STA. 797+27.14
EXIST/PROP
1 - 18" RCP
TO BE EXTENDED
SH 121 STA. 855+51.39
BE
GIN
RE
TA
ININ
G W
AL
L
\ S
H 1
21 S
TA
785+
00.0
0 7
7.0
0’
LT
BE
GIN
RE
TA
ININ
G W
AL
L
\ S
H 1
21 S
TA
783+
00.0
0 9
3.0
0’
RT
56’
38’
38’
50’
600’
TAPER
450’
ACCELERATION
525’
TURN LANE
150’
TAPER
565’
TURN LANE150’
TAPER
28’
120’
28’
100’
PR
OP
RO
W V
AR
IES
100’
- 168’ 44’
26’
26’
44’
PR
OP
RO
W V
AR
IES
100’ - 1
20’
100’
19’
20’
150’
TAPER
450’
ACCEL.
600’
TAPER
170’
EN
D R
ET
AIN
ING
WA
LL
\ S
H 1
21 S
TA
797+
75.1
0 7
5.6
7’
RT
EN
D R
ET
AIN
ING
WA
LL
\ S
H 1
21 S
TA
798+
74.4
3 9
3.0
0’
LT
80’
PR
OP
RO
W V
AR
IES
120’
- 190’
R 30’
R 6
0’
R 60’ R 30’
38’
150’
TAPER
565’
TURN LANE
565’
TURN LANE150’
TAPER
100’
84’
38
’
38
’
40
’
24’
24’
42’
565’
TURN LANE
80’
40’
80’
120’
110’
90
’
75
’
90
’
R 6
0’
R 30’R 30’
R 30’
R 30’ R 3
0’815+00
820+00
PT
823+
57.3
1
825+00 830+00
835+00
840+00 845+00 850+00 855+00 860+00 865+00
PO
T 8
65+
37.6
6
N 38%%d 33’ 31.60" E
POT 7
+73.65
S 89%
%d 13’ 07.45" W
= 1
08+61.5
0
= 1
%%
d 5
6’ 3
0.0
7" (L
T)
DEG
REE O
F C
UR
VE =
1%%
d 22’ 47.84"
= 7
0.3
6
= 1
40.7
1
= 4
,152.0
0
= 1
07+91.1
4
PI S
TA
TIO
N
= 1
10+82.4
1
DELTA
= 4
%%
d 0
3’ 0
3.1
7" (L
T)
DEG
REE O
F C
UR
VE =
1%%
d 25’ 56.62"
TAN
GEN
T
= 1
41.4
6
LENG
TH
= 2
82.8
0
RA
DIU
S
= 4
,000.0
0
PC ST
ATIO
N
= 1
09+40.9
5
PT ST
ATIO
N
= 1
12+23.7
6
N 52%%d 40’ 02.31" E
N 1
%%
d 21’ 1
9.94"
W
N 5
0%
%d 5
1’ 5
3.2
2" W
PO
T 5+
00.00
5+00
PC
5+74.1
3
PT 8+33.36
10+
00
PC 11+49.42
PT 1
2+78.4
6N
51%%
d 26’ 28.40" W
PO
T 14+
25.77
N 2
%%
d 09’ 1
0.19"
WPI
113+
48.5
3
PO
T 1
0+
00
.00
\ SH 121 STA 822+56.92 =
\ CR 1002 STA 9+60.73
\ SH 121 STA 857+20.75 =
\ CR 635 STA 10+68.24
\ SH 121 STA 864+20.70 =
\ EAST LINE RD STA 10+00.00
745+00 750+00
PC
75
0+
83
.37
755+00
PR
C 7
59+
99.5
7
760+00
765+00
PT
76
9+
15
.77
770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00
PC
809+
41.7
1
810+00
815+00
820+00
PT
823+
57.3
1
825+00
N 57%%d 52’ 12.65" E
N 2
3%
%d 1
2’
03.7
9" W
N 1
%%
d 3
0’
01.8
0"
W
POT 5+00.00
5+
00
10+
00
15+
00
PC 15+29.48
PT 19+08.23
20+00
POT 2
2+83.71
S 89%%
d 13’ 07.45" W
N 56%%d 46’ 01.64" E N 57%%d 29’ 58.85" E
N 53%%d 39’ 53.32" E
N 57%%d 52’ 12.65" E
PI 6
9+
00.0
0
70+0075+00
PI 7
5+
23.3
5
PC
78
+3
2.6
4
80+00
PT
80+
52.8
4
85+00
PC
88+
23.8
3
PT
89
+7
0.6
2
90+00
POT 91+04.92
PC
72
+0
0.0
0
75+00
PR
C 7
9+
10.3
4
80+00
85+00
PT
86
+2
0.6
9
90+00
N 57%%d 52’ 12.65" E
N 57%%d 52’ 12.65" E
95+00
PC
95
+6
4.8
3
100+00
PR
C 1
02+
79.6
5
105+00
PC
C 1
07+
91.1
4
PT
10
9+
31
.84
PC
92
+3
0.3
3
PT
93+
57.8
0
95+00
100+00
PC
102+
97.4
1
PT
104+
88.6
2
105+00
PC
109+
40.9
5
110+00
PT
112+
23.7
6
N 57%%d 52’ 12.65" E N 54%%d 13’ 05.92" E
N 57%%d 31’ 11.79" E
N 56%%d 43’ 05.48" EN 52%%d 40’ 02.31" E
N 0
%%
d 12
’ 22
.46"
W
POT
5+00.00
5+00
POT
9+61.32
N 0
%%
d 12
’ 22
.46"
W
PI 1
08+
15.8
1
PI 1
13+
48.5
3
PO
T 1
0+
00.0
0
\ SH 121 STA 760+94.96 =
\ CR 936 STA 7+13.33
CL121-14
CL121-15
CL121-16
\ SH 121 STA 790+97.41 =
\ SH 160 STA 13+48.34
SIGNALIZED INTERSECTION
3:1
3:1
DE
SE
RT
GR
OV
E
CR
EE
K
L L
50HW = 644.55’
END NB & SB BRIDGE
C STA. 806+54.50
BEGIN NB & SB BRIDGE
C STA. 804+64.50
SH
78 /
SH
160
17
.43
’
CL
EA
R
7.0
2’
CL
EA
R
820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00
681.3
5
682.7
5
684.2
2
68
5.4
4
68
7.7
0
68
8.3
1
689.6
6
69
0.9
1
692.2
9
693.5
8
69
4.3
7
695.0
8
695.8
5
696.7
5
697.5
6
69
9.3
1
699.4
9
700.5
3
701.5
6
70
2.6
1
703.4
5
705.3
2
70
5.2
1
70
6.0
0
706.9
3
70
8.0
4
70
8.9
1
709.8
9
71
0.6
0
711.6
2
712.4
9
713.4
2
714.0
2
71
4.8
7
71
5.6
4
716.4
3
71
6.8
7
717.4
8
71
8.2
4
718.6
6
719.6
9
720.6
6
72
1.7
4
72
4.3
0
72
3.2
4
72
3.7
7
72
3.8
4
723.8
2
68
5.4
1
686.8
8
688.3
5
68
9.8
1
69
1.3
1
692.8
9
69
4.5
0
69
6.1
1
697.7
2
699.3
3
70
0.7
7
701.8
2
702.5
3
70
3.2
1
703.8
9
70
4.5
7
70
5.2
4
705.9
2
70
6.6
0
707.2
8
707.9
6
70
8.6
4
709.3
2
71
0.0
0
710.6
8
711.3
6
71
2.0
4
712.7
2
71
3.4
0
71
4.0
7
714.7
5
715.4
3
71
6.1
1
716.7
9
717.5
5
718.5
6
719.7
6
72
0.9
7
722.1
8
723.3
9
72
4.6
0
72
5.8
1
727.0
2
728.2
3
72
9.4
4
68
1.0
1
682.4
8
68
3.9
4
750+00 755+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 815+00765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00
637.6
6
638.6
2
640.2
2
641.2
9
64
2.6
4
643.8
8
64
5.1
1
64
6.3
7
647.5
5
64
8.9
1
650.2
5
651.3
9
652.7
5
65
4.3
4
657.1
6
657.2
3
658.8
6
660.3
6
661.7
5
663.2
9
664.8
8
666.4
5
66
7.8
4
669.0
9
670.7
2
67
1.5
4
672.5
6
673.2
8
673.2
8
673.8
3
674.3
5
675.0
3
67
5.4
1
67
6.2
0
677.1
2
677.9
5
678.9
2
680.2
3
682.0
3
683.9
2
685.9
3
687.3
3
68
8.0
7
68
8.0
1
68
7.8
7
687.3
3
686.0
9
68
4.5
0
68
1.6
1
678.6
5
675.1
9
671.3
5
667.8
3
664.4
6
661.1
9
65
7.7
7
65
4.9
7
65
3.4
0
644.7
8
64
5.5
4
654.1
8
655.9
6
659.5
3
663.5
5
667.0
6
67
0.3
0
67
2.6
1
67
5.0
7
676.7
3
678.1
9
679.7
3
639.5
8
64
0.6
7
641.7
6
642.8
5
64
3.9
4
645.0
3
646.1
2
64
7.2
1
64
8.3
7
649.6
8
651.0
6
652.4
3
65
3.8
1
655.1
9
656.5
6
65
7.9
4
659.3
2
660.6
9
66
2.0
7
66
3.4
4
664.8
2
66
6.2
0
66
7.5
7
668.9
5
670.3
3
671.6
3
672.5
8
673.1
8
67
3.7
0
674.2
2
674.7
5
67
5.2
7
67
5.8
0
676.3
2
67
6.8
4
677.3
3
677.4
8
677.2
3
676.7
3
676.2
3
675.7
3
675.2
3
674.7
3
674.2
3
673.7
3
673.2
3
67
2.5
7
671.5
2
670.0
8
66
8.4
4
66
6.8
0
665.1
6
663.5
3
661.8
9
660.2
5
658.6
5
65
7.4
7
65
6.8
4
656.7
6
657.2
2
658.2
2
65
9.7
7
66
1.8
7
66
4.5
0
667.3
3
670.1
6
67
2.7
1
674.8
5
67
6.6
0
678.0
8
67
9.5
4
68
1.0
1
PROP PGL
CR
936/C
L S
H 1
21
76
0+
94
.96
SH
160/C
L S
H 1
21
790+
97.4
1
EXIST GRND
@ CL
STA = 755+00.00
EL = 648.30’
L = 200.00’
K = 698
ex = 0.07’
STA = 772+50.00
EL = 672.39’
L = 220.00’
K = 258
ex = -0.23’
VP
C 7
54
+0
0.0
0 E
L.
= 6
47
.21
’
VP
T 7
56
+0
0.0
0 E
L.
= 6
49
.68
’
VP
C 7
71
+4
0.0
0 E
L.
= 6
70
.88
’
VP
T 7
73
+6
0.0
0 E
L.
= 6
72
.97
’
PROP CULV
2-24" RCP
SH 121 STA. 774+74.23
1-24" R
CP
FL
668.1
(+)1.0902%(+)1.3765%
(+)1.3765%(+)0.5236%
(+)0.5236 % (-)0.5008 %
(-)0.5008 %(-)1.6379 %
(-)1.6379 %
(+)2.8309 %
(+)2.8309 %(+)1.4669 %
VP
C 7
81
+5
5.0
0 E
L.
= 6
77
.13
’
VP
T 7
84
+1
5.0
0 E
L.
= 6
77
.16
’
VP
C 7
92
+1
0.0
0 E
L.
= 6
73
.18
’
VP
T 7
95
+0
0.0
0 E
L.
= 6
70
.08
’
VP
C 8
01
+6
5.0
0 E
L.
= 6
59
.19
’
VP
T 8
09
+8
5.0
0 E
L.
= 6
64
.08
’
VP
C 8
11
+8
0.0
0 E
L.
= 6
69
.60
’
VP
T 8
15
+2
0.0
0 E
L.
= 6
76
.90
’
STA = 782+85.00
EL = 677.81’
ex = -0.33’
K = 254
L = 260.00’
STA = 793+55.00
EL = 672.45’
ex = -0.41’
K = 255
L = 290.00’
STA = 805+75.00
EL = 652.47’
ex = 4.58’
K = 183
L = 820.00’
STA = 813+50.00
EL = 674.41’
ex = -0.58’
K = 249
L = 340.00’
PROP PGL
EXIST GRND
@ \
EXIST GRND
@ C
CR
1002/C
L S
H 1
21
82
2+
56
.92
L
PROP PGL
1-1
8" R
CP
FL
710.7
STA = 825+00.00
EL = 691.28’
L = 200.00’
K = 1402
ex = 0.04’
STA = 831+25.00
EL = 701.34’
L = 230.00’
K = 247
ex = -0.27’
STA = 855+25.00
EL = 717.64’
L = 200.00’
K = 377
ex = 0.13’
VP
C 8
24
+0
0.0
0 E
L.
= 6
89
.81
’
VP
T 8
26
+0
0.0
0 E
L.
= 6
92
.89
’
VP
C 8
30
+1
0.0
0 E
L.
= 6
99
.49
’
VP
T 8
32
+4
0.0
0 E
L.
= 7
02
.12
’
VP
C 8
54
+2
5.0
0 E
L.
= 7
16
.96
’
VP
T 8
56
+2
5.0
0 E
L.
= 7
18
.85
’
CO
UN
TY
LIN
E R
D C
R6
35
/CL
SH
12
1
85
7+
20
.75
EA
ST
LIN
E R
D/C
L S
H 1
21
864+
20.7
0
(+)1.4669%(+)1.6096%
(+)1.6096%(+)0.6793%
(+)0.6793%(+)1.2100%
68
7.8
0
686.7
3
68
7.9
0
CR 1002
680
690
700
10+00
EXISTING GROUND
TIE
TO
EX
IS
TIN
G E
L.=
690.0
0
PROP PGLSTA = 7+75.00
EL = 688.80’
L = 100.00’
K = 49
ex = 0.25’
VP
C 7
+2
5.0
0 E
L.
= 6
89
.44
’
VP
T 8
+2
5.0
0 E
L.
= 6
89
.17
’
ST
A =
8+
79.5
1E
L =
689.5
7’
EN
D P
RO
FIL
E
SPLINE GRADE
CONTROLLED BY
SH 121 PGL
68
9.0
4
68
9.2
7
689.1
9
(-)1.2857%
(+)0.7415%
ST
A =
10
+2
0.0
0
728.8
8
ST
A =
10
+5
8.0
0
ST
A =
11
+5
5.0
0
STA = 12+55.00
EL = 724.00’
L = 70.00’
K = 42
ex = 0.15’
VP
C 1
2+
20.0
0 E
L. =
724.5
2’
VP
T 1
2+
90
.00
EL
. =
72
4.0
7’
10+00
728.8
8
72
7.9
4
726.7
9
72
5.6
0
724.8
2
724.1
8
724.0
9
72
4.6
0
724.0
9
723.7
2
723.7
9
723.8
3
730
720
710
EASTLINE RD
EL
=
72
8.4
8
EL
=
727.7
9
EL
=
725.4
9
PROP
PGL
EXISTING
GROUND
EN
D S
TA
= 1
3+
00
EL
=
724.0
9
730
720
710
(-)2.0000%(-)1.8158%
(-)2.3754%
(-)1.4859%(+)0.1931%
CR 936
657.2
6
65
6.8
1
65
7.0
7
658.2
3
65
7.2
4
5+00
640
650
660
STA = 5+90.00
EL = 655.07’
L = 112.00’
K = 37
ex = 0.42’
VP
C 5
+3
4.0
0 E
L.
= 6
56
.54
’
VP
T 6
+4
6.0
0 E
L.
= 6
55
.30
’
5+00
657.2
6
65
5.4
0
65
6.5
7
656.3
2
657.0
8
VP
I S
TA
= 6
+47.6
8
EL
= 6
55.3
1’
VP
I S
TA
= 7
+7
9.0
0
EL
= 6
56.1
6’
VP
I S
TA
= 5
+13.3
3
EL
= 6
56.8
9’
660
650
640
EXISTING GROUND
TIE
TO
EX
IS
TIN
G E
L.=
657.2
6
TIE
TO
EX
IS
TIN
G E
L.=
657.1
4
PROP PGL
(-)2.6132%(+)0.4116%
(+)2.4116%
(-)1.1134%
(+)0.7622%
CL CR 635
STA = 9+00.00
L = 140.00’
K = 41
ex = 0.60’
ST
A =
10
+1
0.2
4
ST
A =
10
+4
8.2
4
10+00
680
690
700
710
720
730
719.1
3
721.8
6
72
0.2
0
71
7.2
1
715.2
6
730
720
710
CR 635
VP
C 8
+30.0
0 E
L. =
719.4
5
VP
T 9
+70.0
0 E
L. =
718.7
6
EL
=
71
9.2
5
EL
=
72
0.0
7
EL = 717.92
EXISTING
GROUND
PROP
PGL EL
= 7
20.4
1
EN
D S
TA
= 1
0+
68.2
4
TIE
TO
EX
IS
TIN
G E
L. =
723.3
0
STA = 7+00.00
EL = 722.30’
5+00
680
690
700
710
720
730
72
3.3
0
VP
C 6
+50.0
0 E
L. =
722.5
5
VP
T 7
+5
0.0
0 E
L.
= 7
21
.20
72
3.3
0
722.5
8
5+00
680
690
700
710
720
730
72
2.8
0
722.0
9
72
0.1
1
71
8.5
1
ex = -0.21
K = 59
(+)1.2091%(+)2.1579%
(+)1.7000%
(-)0.5000%(-)2.1913%
(-)2.1913%
SUPERELEVATION TABLE
ROADWAY EVENTLEFT RIGHT
STA. X- SLOPE STA. X- SLOPE
SH 121 BEGIN SE TRANSITION 808+44 -2.00% 806+73 -2.00%
END SE TRANSITION 809+66 -4.30% 810+09 4.30%
BEGIN SE TRANSITION 823+33 -4.30% 822+90 4.30%
END SE TRANSITION 824+55 -2.00% 826+26 -2.00%
SUPERELEVATION TABLE
ROADWAY EVENTLEFT RIGHT
STA. X- SLOPE STA. X- SLOPE
CR 635 BEGIN SE TRANSITION 4+58 -2.00% 4+58 -2.00%
END SE TRANSITION 6+03 -6.00% 6+03 6.00%
BEGIN SE TRANSITION 8+04 -6.00% 8+04 6.00%
END SE TRANSITION 9+50 -2.00% 9+50 -2.00%
MA
TC
HL
INE
ST
A. 747+
00
CS
J:
0549-03-021
MA
TC
HL
INE
ST
A. 8
18+
00
CS
J: 0
549-03-021
MA
TC
HL
INE
ST
A. 818+
00
CS
J:
0549-03-021
720
730
740
750
760
710
700
690
680
670
850 855 860 865845840835830825820 +00 +00 +00 +00 +00 +00 +00 +00 +00 +00
MA
TC
HL
INE
ST
A.
81
8+
00
CS
J:
0549-03-021
MA
TC
HL
INE
ST
A. 747+
00
CS
J:
0549-03-021
750 +00 755 760 765 770 775 780 785 790 795 800 805 810 815+00 +00 +00 +00 +00 +00 +00 +00 +00 +00 +00 +00 +00
MA
TC
HL
INE
ST
A.
81
8+
00
CS
J:
0549-03-021
660
650
640
630
670
680
690
700
710
720
730
IDENTICAL POINTS
= 755+41.69
= 4%%d 22’ 28.34" (RT)
DEGREE OF CURVE = 0%%d 28’ 38.87"
= 458.32
= 916.20
= 12,000.00
= 750+83.37
= 759+99.57
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
PI STATION
DELTA
DEGREE OF CURVE = 0%%d 28’ 38.87"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 764+57.89
= 4%%d 22’ 28.34" (LT)
= 458.32
= 916.20
= 12,000.00
= 759+99.57
= 769+15.77
PI STATION
DELTA
DEGREE OF CURVE = 1%%d 21’ 51.07"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 816+56.29
= 19%%d 18’ 41.05" (LT)
= 714.58
= 1,415.60
= 4,200.00
= 809+41.71
= 823+57.31
PI STATION
DELTA
DEGREE OF CURVE = 0%%d 28’ 38.87"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 839+09.43
= 3%%d 53’ 20.67" (RT)
= 407.42
= 814.53
= 12,000.00
= 835+02.01
= 843+16.54
PI STATION
DELTA
DEGREE OF CURVE = 0%%d 28’ 38.87"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 831+01.15
= 3%%d 49’ 45.56" (LT)
= 401.15
= 802.01
= 12,000.00
= 827+00.00
= 835+02.01
DETOUR-1DETOUR-2
SH 121
EA
ST
LIN
E R
DC
R 6
35
LEGEND *
SH 121
SH
16
0
LEGEND *
SEE ROLL 10 FOR FM 160
AND CONNECTING RAMPS
PI STATION
DELTA
DEGREE OF CURVE = 19%%d 05’ 54.94"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 7+12.46
= 49%%d 30’ 33.28" (LT)
= 138.33
= 259.23
= 300.00
= 5+74.13
= 8+33.36
PT STATION
PC STATION
RADIUS
LENGTH
TANGENT
DEGREE OF CURVE = 38%%d 11’ 49.87"
DELTA
PI STATION = 12+18.23
= 49%%d 17’ 18.21" (RT)
= 68.82
= 129.04
= 150.00
= 11+49.42
= 12+78.46
EASTLINE RD.
CR 635
SEE ROLL 11 FOR SH 121
TRANSITION TO EXISTING
FARM
ROAD
455
FARM
ROAD
2862
TEXAS
5
TEXAS
121
TEXAS
160
TEXAS
121TEXAS
121
TEXAS
160
TEXAS
160
TEXAS
121
TEXAS
121
TEXAS
121
660
650
640
630
670
680
680
670
660
690
700
FUTURE SCHEMATIC BY OTHERS
CSJ: 0549-01-029
CSJ: 0549-02-024
FUTURE SCHEMATIC BY OTHERS
CSJ: 0549-01-029
CSJ: 0549-02-024
END SCHEMATIC SH 121
CSJ 0549-03-021
END SCHEMATIC SH 121
CSJ 0549-03-021
E
E
BE
GIN
NB
& S
B B
RID
GE
\ S
TA
. 804+
64.5
0
EN
D N
B &
SB
BR
IDG
E
\ S
TA
. 806+
54.5
0
CL121-14CL121-15
CL121-16
1,000-2012 ADT
1,000-2032 ADT
2,600
4,000800
1,200
7,100
11,000
2,400
3,800
500
900
1,200
1,900
1,000-2012 ADT
1,000-2032 ADT
50
50
50
100
100
200
8,200
12,800
100
100
100
100
6 6
MILEEXIT 12
MILEEXIT 12
