497.45 80-10 CULVERT LP S SIGN CULVERT CULVERT INLET CULVERT TFP S LP LP LP LP PARKING AREA S S S S S S CULVERT S LP LP S 500.38 80-03 SIGN SIGN LP S LP S S S S S S SIGN LP CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT 474.42 635 02 MH MH MH MH MH FH LP MH TFP S MH MH MH MH MH LP S S S LP MH S S S TFP S S LP LP LP TFP S LP S TFP LP S LP FH S PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA S INLET INLET INLET TFP POOL SIGN PILE S MH MH INLET TFP LP LP LP LP LP TFP LP LP LP TFP LP LP LP TFP MH S S S S BILLBOARD SIGN SIGN S S FH MH S 504.57 80 02 SIGN TFP PARKING AREA PARKING AREA PARKING AREA GATE GATE PARKING AREA PARKING AREA GATE CULVERT S CULVERT CULVERT CULVERT PARKING AREA PARKING AREA PARKING AREA PARKING AREA CULVERT CULVERTS GATE GATE FH PARKING AREA PARKING AREA UNPAVED PARKING UNPAVED PARKING UNPAVED PARKING PARKING AREA PARKING AREA LP LP LP LP TFP LP S S S S S S S S LP LP LP TFP S S LP FH MH S TFP TFP MH LP LP LP LP LP FP LP LP OVERHEAD SIGN 502.03 80-11 GATE GATE GATE GATE GATE GATE S S TFP CULVERT CULVERT S 513.51 80 01 MH S S S S S S S S MH S S S S S S S TFP TFP S MH S LP S LP LP TFP S S S MH MH MH LP LP LP LP FH FH FH UNPAVED PARKING PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA LP S S S S S SIGN BILLBOARD FH SIGN S MH SIGN S TFP S INLET INLET INLET SIGN LP MH GATE OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED OBSCURED 515.37 215 MH MH S S S S S TFP TL INLET S SIGN S S SIGN LP LP LP MH INLET INLET INLET TL S S S S TL LP LP S SIGN S LP SIGN S LP INLET PARKING AREA LP LP LP S LP TL PARKING AREA SIGN FH INLET SIGN GATE SIGN S S LP LP TFP TFP S LP LP SIGN PARKING AREA PARKING AREA LP LP LP S SIGN TL FH LP LP LP LP S SIGN TFP LP LP LP FP SIGN FH TL S S MH INLET OV E R H E A D S I GN SIGN S S SIGNS S S S INLET INLET S S TFP TFP LP LP PARKING AREA LP LP LP TFP MH MH INLET INLET SIGN MH MH S EBML04 EBML06 47.48’ 1065+00 1070+00 P O T 1070 + 00 . 00 PI STATION = 334+64.90 DELTA TANGENT = 113.40 LENGTH = 225.84 RADIUS = 1,000.00 PC STATION = 333+51.50 PT STATION = 335+77.34 PI STATION = 334+86.87 DELTA TANGENT = 521.74 LENGTH = 1,042.76 RADIUS = 11,459.00 PC STATION = 329+65.13 PT STATION = 340+07.89 PI STATION = 358+96.43 DELTA TANGENT = 85.87 LENGTH = 171.75 RADIUS = 11,459.00 PC STATION = 358+10.56 PT STATION = 359+82.30 PI STATION = 367+66.51 DELTA TANGENT = 92.33 LENGTH = 184.65 RADIUS = 11,459.00 PC STATION = 366+74.18 PT STATION = 368+58.83 POT 329+00.00 PC 329+65.13 330 + 00 335 + 0 0 340+00 PT 340 + 07. 89 345+00 350+00 355+00 P C 358+ 10 . 5 6 PT 359+82.30 360 + 00 365 + 00 PC 366+74.18 PT 368+ 58.83 POT 370+00.00 PI STATION = 1133+63.91 DELTA TANGENT = 381.04 LENGTH = 672.50 RADIUS = 572.95 PC STATION = 1129+82.87 PT STATION = 1136+55.37 PI STATION = 1141+02.06 DELTA TANGENT = 293.55 LENGTH = 582.93 RADIUS = 2,000.00 PC STATION = 1138+08.51 PT STATION = 1143+91.44 PI STATION = 1152+51.21 DELTA TANGENT = 109.06 LENGTH = 218.02 RADIUS = 3,000.00 PC STATION = 1151+42.15 PT STATION = 1153+60.17 PI STATION = 1156+81.51 DELTA TANGENT = 33.88 LENGTH = 67.76 RADIUS = 3,000.00 PC STATION = 1156+47.63 PT STATION = 1157+15.39 POT 1129+00. 00 PC 1129+82. 87 1130+00 1 1 35 + 00 PT 1136+55.37 PC 1138+08.51 1 140 + 00 PT 1143+91.44 1145 + 00 1150 + 00 P T 1153+ 60 .17 1155+00 P C 11 56 +47 . 6 3 PT 1157+15.39 11 60 + 0 0 POT 1162+81.67 2-30" RCP PROPOSED OBSCURED PI STATION = 340+86.18 DELTA TANGENT = 165.40 LENGTH = 327.82 RADIUS = 1,000.00 PC STATION = 339+20.78 PT STATION = 342+48.61 PI STATION = 345+80.99 DELTA TANGENT = 8.69 LENGTH = 17.39 RADIUS = 1,000.00 PC STATION = 345+72.30 PT STATION = 345+89.69 PI STATION = 356+54.35 DELTA TANGENT = 21.38 LENGTH = 42.76 RADIUS = 1,000.00 PC STATION = 356+32.97 PT STATION = 356+75.73 PI STATION = 360+37.88 DELTA TANGENT = 13.92 LENGTH = 27.84 RADIUS = 1,000.00 PC STATION = 360+23.96 PT STATION = 360+51.80 PI STATION = 365+05.49 DELTA TANGENT = 21.14 LENGTH = 42.27 RADIUS = 1,000.00 PC STATION = 364+84.35 PT STATION = 365+26.63 POT 330+00.00 330 + 00 PC 333+51.50 335 + 00 PT 335+77.34 PC 339+20.78 3 4 0 + 00 PT 342+48.61 345 + 00 PC 345+72.30 PT 345+89.69 350 + 00 3 55 + 00 PC 356+32.97 PT 356+75.73 3 6 0 + 00 PC 360+23.96 PT 3 60+51.80 PC 3 64+84.35 365 + 00 POT 368+00.00 PI STATION = 1140+48.68 DELTA TANGENT = 348.68 LENGTH = 690.42 RADIUS = 2,000.00 PC STATION = 1137+00.00 PT STATION = 1143+90.42 PI STATION = 1149+85.68 DELTA TANGENT = 62.39 LENGTH = 124.75 RADIUS = 2,000.00 PC STATION = 1149+23.29 PT STATION = 1150+48.04 PI STATION = 1152+38.52 DELTA TANGENT = 63.14 LENGTH = 126.24 RADIUS = 2,000.00 PC STATION = 1151+75.38 PT STATION = 1153+01.61 PC 1137+00. 00 1140 + 00 PT 1143+90.42 11 45 + 00 PC 1149+23.29 1150 + 00 PT 1150+48.04 PC 1151+75.38 PT 1153+01.61 Existing 3-7x5 MBC PC 1151+42.15 POT 1154+19.31 PT 365+ 26.63 p y t ’ 5 2 p y t ’ 5 2 ’ 0 5 2 ’ 5 7 P C 106 4 + 76 . 17 1065+00 PT 1068 +83 . 50 POT 1 0 6 9 +3 0 . 98 8 0 T e r r e l l G a l l o w a y A v e US80 STA 230+50 Proposed COSS DC STA 1140+15 US80 STA 275+90 PROPOSED GROUND MOUNTED SIGN PROPOSED GROUND MOUNTED SIGN G r o s s R d G u s T h o m a s s o n R d G a l l o w a y A v e E X I T 1 M I L E G r o s s R d G u s T h o m a s s o n R d G a l l o w a y A v e NORTH US 80 US 80 US 80 I H 635 11600 10200 7500 7 500 9 5 0 0 18400 1800 5200 4600 3400 3400 5200 4600 RAMP 80- 4 39200 R A M P 80 - 8 R A M P 8 0 - 9 R A M P 80 - 9 A 7500 44300 60700 65900 53700 61000 9500 12900 13600 39600 59800 54400 18700 25700 27300 18700 25700 27300 30700 46000 3600 4000 16400 I H 635 2000 3100 2800 10100 10500 7500 10100 10500 17000 GR OSS ROAD 4000 3800 11700 11200 10500 5500 8500 16200 2800 2400 1700 14200 1200 1800 1600 16000 9000 7900 7400 14400 10700 3300 2900 2200 17200 15200 3300 2900 2200 3500 2500 3300 2300 2800 2400 1700 1600 1400 1000 1800 1600 1200 17700 15700 1000 1600 1400 PROPOSED CONDITIONS 4400 6800 5900 52400 38200 57600 RAMP 80-6 6800 5900 4400 1800 3600 4000 28200 28200 3100 2800 2000 20700 23400 24400 33500 39800 5000 42200 41200 56600 66000 41200 56600 26400 36200 42900 16900 23300 16900 23300 66000 8200 17100 19100 6700 12100 15300 12600 12400 9200 10300 2700 2000 2000 2700 AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG US 80 FROM 2015, 2035 AND 2045 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES TRANSPORTATION PLANNING AND PROGRAMING DIVISION 3200 4300 5000 10100 8900 6500 11100 4700 7400 6400 17500 12700 19800 PROPOSED RAMP PROPOSED NB FRONTAGE ROAD 1000-2045 ADT 1000-2035 ADT 1000-2015 ADT LEGEND 2000 3000 2700 3900 6100 5300 3400 2900 2100 6100 32500 32500 2700 2300 1700 16700 14700 10800 8300 8800 7800 5700 16100 14200 10400 2000 3000 2700 13900 15800 11400 8200 12700 7500 64000 66000 90400 102600 28700 32500 287 0 0 28700 28700 32500 94000 106600 7500 99500 120400 106200 77400 87900 87900 77500 56500 77500 87900 87900 77500 56500 2 0 900 14700 12900 20900 20900 10200 11600 1160 0 1 0 2 0 0 10200 11600 20900 1 65 0 0 1 87 0 0 16500 18700 16500 18700 16500 18700 1 4 7 0 0 1 2 9 0 0 9500 12000 12000 12000 12000 8300 9400 1700 2700 2300 13600 12100 8900 3400 2900 2100 12700 9300 10100 11600 13100 56500 68500 56500 77500 87700 8300 9400 6100 3000 3000 SOUTH TOWN EAST BLVD TO GALLOWAY AVENUE DALLAS COUNTY PROPOSED CONDITIONS AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG US 80 FROM 2015, 2035 AND 2045 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES SOUTH TOWN EAST BLVD TO GALLOWAY AVENUE DALLAS COUNTY GU S THOMA SSON R D NORTH 1000-2045 ADT 1000-2035 ADT 1000-2015 ADT LEGEND JUNE 7, 2013 JUNE 7, 2013 GA LLO WAWAY AVE GA LLO WAWAY AVE TRANSPORTATION PLANNING AND PROGRAMING DIVISION E X I S T I NG T Y P I C A L S E C T I ON S P R O P O S E D T Y P I C A L S E C T I ON S P R O P O S E D T Y P I C A L S E C T I ON S E X I S T I NG T Y P I C A L S E C T I ON S PROPOSED ROW NOT TO SCALE 12’ EXISTING EB US80 FRONTAGE RD 13’-6" 4’ Shoulder 6 : 1 U S UA L 4 : 1 M AX 6 : 1 U S UA L 4 : 1 M A X Existing ROW NOT TO SCALE 2 . 1 % 12’ EXISTING EB US80 FRONTAGE RD 4’ Shoulder 6 : 1 U S UA L 4 : 1 M AX 6 : 1 U S U A L 4 : 1 M AX Varies Existing ROW 12’ Shoulder 4’ 2 . 1 % NOT TO SCALE 2 . 1 % EXISTING EB US80 FRONTAGE RD 6 : 1 U S UA L 4 : 1 M AX Existing ROW 6 : 1 U S UA L 4 : 1 M AX 18’-33’ 14’-16’ 12’ 12’ 1.5’ Curb/Gut 1.5’ Curb/Gut 1.5’ Curb/Gut 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 460 470 480 490 500 510 520 530 540 497. 05 STA = 339+00.00 EL = 509.06’ ( + ) 1 . 2010 % ( -) 1 . 120 0 % L = 600.00’ K = 259 STA = 345+50.00 EL = 501.78’ (-) 1 . 1200 % ( + ) 0 . 9 9 1 6 % L = 400.00’ K = 189 STA = 355+00.00 EL = 511.20’ ( + ) 0 . 9 9 1 6 % ( + ) 0 . 3000 % L = 300.00’ K = 434 STA = 367+60.00 EL = 514.98’ ( + ) 0 . 3000 % ( + ) 2 . 92 7 0 % L = 320.00’ K = 122 522.00 VPC 336+00.00 EL. = 505.46’ VP T 342+ 00.00 E L . = 505 .70’ VPC 343+50. 00 EL . = 504.02’ V PT 347+50. 00 EL . = 503.76’ VP C 353 +50.00 EL. = 509 .71’ VPT 356+50 .00 EL. = 511.65 ’ 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 460 470 480 490 500 510 520 530 497. 05 498.25 499. 45 500 .65 501 . 85 503.05 504.26 505. 46 506 .46 507.09 507.32 507.17 506. 63 505 .70 504. 58 503.53 502.93 502.87 503 .33 5 04. 26 505.25 506.24 507.23 508.23 509. 22 510.18 510.94 511.47 511. 80 512 .10 512.40 512.70 513 .00 5 13. 30 513 .60 513.90 514.20 514.50 515. 21 516 .74 519.09 522.00 497. 44 498 .39 499.50 500.73 501. 86 502. 96 504 .27 505.29 506. 32 50 6. 91 507 .18 507 .04 506.51 505.43 504.12 503.45 503. 21 503.04 503.26 504.05 504.91 506. 10 507. 03 508.14 509.28 510. 17 510 .85 511.58 511.91 512.13 512. 38 512 .88 513.15 513.24 513.77 514. 07 514 . 10 480 490 500 510 520 530 540 480 490 500 510 520 530 540 480 490 500 510 520 530 540 PROPOSED EB FRONTAGE RD VPC 366+00.00 EL. = 514 .5 0 ’ VPT 369+ 20.00 EL. = 519.66 ’ EXISTING US80 MAINLANES 520 480 490 500 510 530 480 520 490 500 510 530 480 520 490 500 510 530 1140+00 1145+00 1150+00 460 470 480 490 500 510 520 PROPOSED EB GALLOWAY EXIT RAMP 480 490 500 510 520 STA = 1137+00.00 EL = 508.36’ ( - ) 4 . 9200 % (-) 0 . 6000 % L = 400.00’ K = 93 STA = 1149+00.00 EL = 501.16’ (-) 0 . 6000 % ( + ) 1 . 0615 % L = 200.00’ K = 120 STA = 1157+50.00 EL = 510.18’ ( + ) 1 . 0615 % ( + ) 0 . 3561 % L = 200.00’ K = 284 512. 07 V PC 1148 +00 .00 EL. = 501.76’ VP T 1150+ 00. 00 EL. = 502 .22’ V PC 1156 +50 .00 EL. = 509. 12’ V PT 1158+ 50 .00 EL. = 510.54’ 1135+00 1140+00 1145+00 1150+00 1155+00 1160+00 460 470 480 490 500 510 520 0. 00 513. 82 510 .52 508. 30 507 .16 506.56 505. 96 505 .36 504. 76 504 .16 503.56 502. 96 502 .36 501. 76 501. 58 502 .22 503. 28 504 .34 505. 41 506. 47 507 .53 508. 59 509 .61 510. 32 510. 72 511 .07 511. 43 511 .79 496. 70 513 .72 510.44 508. 41 507 .24 506. 58 506 .03 505.17 504. 67 504 .18 503. 71 503. 06 502 .38 502. 17 502 .32 502. 61 503. 52 504 .29 505. 41 506 .42 507. 64 508. 94 509 .75 510. 24 510 .93 511. 32 511. 72 512 .04 V PC 1135 +00 .00 EL. = 518. 20 ’ VP T 1139+ 00. 00 EL. = 507 .16’ 4’ 14’ 6’ NOT TO SCALE 6 : 1 U S UA L 6 : 1 U S UA L 4 : 1 M AX Shoulder Shoulder EXISTING DIRECT CONNECTOR C CONNECTOR STA. 1136+00-1149+00 C NOT TO SCALE EB Mainlanes Existing ROW US80 Centerline 6 : 1 U S UA L EXISTING US80 TYPICAL HALF SECTION 1 . 5 % 4 : 1 M AX VARIES 174’ - 187’ 12’ 12’ 12’ Aux Ln 2 . 1 % 6’ 4’ Shoulder Shoulder 1 . 5 % 16’ 6 : 1 6 : 1 U S UA L 4 : 1 M AX 4’ 12’ 13.5’ Shoulder VARIES 112’ - 125’ 6 : 1 EB Frontage Rd 14’-22’ Varies Existing ROW 11.5’ 6 : 1 11.5’ 10’ M AX NOT TO SCALE EXISTING EB US80 FRONTAGE RD FR STA.365+50 4 : 1 22’ 4’ 14’ 6’ NOT TO SCALE 2 . 1 % 6 : 1 U S UA L 4 : 1 M AX 6 : 1 U S UA L 4 : 1 M AX Shoulder Shoulder EXISTING GALLOWAY EXIT RAMP MAINLANE STA. 360+00 NOT TO SCALE 2 . 1 % 12’ PROPOSED EB US80 FRONTAGE RD 4’ S houl de r 6 : 1 U S UA L 4 : 1 M A X 6 : 1 U S UA L 4 : 1 M AX 12’ Shou ld er 4’ 2 . 1 % NOT TO SCALE 12’ PROPOSED EB US80 FRONTAGE RD 4’ S houl de r 6 : 1 U S UA L 4 : 1 M AX E xis ting RO W 14’ 2’ 5’ S dw lk 4 : 1 M AX Cu rb/ Gu t 3 ’ be rm NOT TO SCALE 12’ PROPOSED EB US80 FRONTAGE RD 6 : 1 U S U A L 4 : 1 M AX P ropo se d RO W 14’ 5’ S dw lk 4 : 1 M AX 3 ’ berm 12’ Cu rb/ Gu t 2’ 2 . 1 % 12’ 4’ S houlde r 6 : 1 U S UA L 4 : 1 M A X E xis ting RO W 14’ 2’ 5 ’ Sd wl k 4 : 1 M AX C urb /G ut 3 ’ b er m 12’ 4’ 14’ 6’ NOT TO SCALE 2 . 1 % 6 : 1 U S UA L 4 : 1 M AX 6 : 1 U S UA L 4 : 1 M AX Shoulder Shoulder PROPOSED GALLOWAY EXIT RAMP 7 . 7 t o - 2 . 1 % VA R I E S LEGEND D I R E C T C R O T C E N N O C P M A R T I X E E V A Y A W O L L A G E B F R O N T A G E R OAD E B F R ON T AG E R D E B F R O N T A G E R D E B F R ON T AG E R D E B F R ON T AG E R D E B U S 80 EB US80 EB US80 EB US80 PROPOSED EB US80 FRONTAGE RD NOT TO SCALE 44’ 42’ 490 480 500 510 520 480 490 500 510 520 494.70 STA = 331+50.00 EL = 495.50’ ( + ) 0 . 5333 % ( + ) 2 . 28 57 % L = 200.00’ K = 114 STA = 335+00.00 EL = 503.50’ ( + ) 2 . 28 5 7 % ( + ) 1 . 0 0 00 % L = 100.00’ K = 78 STA = 338+00.00 EL = 506.50’ ( + ) 1 . 0000 % (-) 1 . 0000 % L = 200.00’ K = 100 STA = 347+00.00 EL = 497.50’ (-) 1 . 0000 % ( + ) 1 . 75 0 0 % L = 300.00’ K = 109 STA = 355+00.00 EL = 511.50’ ( + ) 1 . 75 0 0 % ( + ) 1 . 3500 % L = 100.00’ K = 250 STA = 365+00.00 EL = 525.00’ ( + ) 1 . 3500 % ( + ) 3 . 0113 % L = 200.00’ K = 120 STA = 366+80.00 EL = 530.42’ ( + ) 0 . 6074 % L = 120.00’ K = 50 531. 15 V PC 330 +50.00 EL. = 494.97’ VPT 332+50 .00 EL . = 497.79 ’ VP C 334+ 50.00 EL. = 502.36’ V PT 335 +50. 00 E L. = 504.00’ VP C 337+ 00.00 EL. = 505 .50 ’ VPT 339+00. 00 EL. = 50 5 .50’ VPC 345+50 .00 EL. = 499.00 ’ VP T 348 +50.00 EL. = 500 .13’ VPC 354+50.00 EL. = 510. 63’ VPT 355+ 50.00 EL. = 512. 18’ V PC 364+ 00.00 EL. = 523.65’ VPT 3 66+ 00.00 EL. = 528. 01’ VP C 366+ 20.00 EL. = 528 .61’ VPT 367+ 40.00 EL. = 530. 78’ 494.70 495. 34 496 .75 498 . 93 501.21 503.34 504. 50 505 .50 506.00 505.50 504.50 503. 50 502 .50 501.50 500.50 499.50 498.61 498. 53 499.36 501.00 502.75 504.50 506. 25 508.00 509.75 511.45 512.85 514 .20 515 .55 516.90 518.25 519 .60 5 20. 95 522.30 523.65 525.42 528.01 530. 38 531.15 494 .87 495.42 496.89 499. 59 501. 39 503 .37 504.64 505. 66 50 5. 95 505 .61 504 .43 503.48 502.48 501.91 500. 39 498 .94 498.92 498.98 499.68 500. 45 501.87 503. 88 50 5 .99 507.70 509. 50 511 .14 513.18 514.33 515.60 516. 72 518 .08 519.51 520.83 521.67 523. 70 525 . 76 528.87 530.85 531.07 509. 48 507 .88 507.22 506. 43 505 .46 504. 22 503 .10 501.95 499. 65 500 .14 499. 75 498. 96 498 .68 498. 40 499 .28 501. 00 503. 16 505 .06 509 .57 STA = 1138+00.00 EL = 507.30’ ( - ) 2 . 2700 % (-) 0 . 7254 % L = 200.00’ K = 129 STA = 1150+40.00 EL = 498.30’ (-) 0 . 7254 % ( + ) 1 . 9539 % L = 200.00’ K = 75 505 .71 VPC 1137 +00.00 EL. = 509. 57 ’ V PT 1139 +00 .00 EL. = 506. 57’ VPC 1149+40.00 EL . = 499. 03 ’ V PT 1151 +40 .00 EL. = 500. 26’ 509 .57 507. 69 506 .57 505. 85 505 .12 504.40 503. 67 502 .95 502. 22 501 .50 500.77 500. 05 499 .32 498. 84 499. 58 501 .43 503. 38 505 .34 PGL PGL PGL PGL PGL PGL PGL PGL PGL PGL U S 80 E B F R R D 0095 - 02 - 102 / I H 635 N B F R R D 2374 - 02 - 126 US80 EB FRONTAGE ROAD SUPERELEVATION DATA V a r i e s - 2 . 1 % t o + 2 . 1 % 336+50 End Transition 335+00 Begin Transition 340+50 Begin Transition 348+00 Begin Transition 349+50 End Transition 364+50 Begin Transition 366+00 End Transition 342+00 End Transition 330+00 Centerline Crown 366+70 Match Existing Pvmt DIRECT CONNECTOR C SUPERELEVATION DATA 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 1139+00 End Transition 1136+00 Begin Transition 1143+00 Begin Transition 1145+00 End Transition 7.7% 7.7% 3.5% 3.5% 2.1% 2.1% 1135+00 On Existing Bridge 1162+81.19 Match Existing Pavement PR OP OS ED E XI ST ING 2.6% 3.5% 2.1% 2.1% 2.1% P RO PO SE D EB GALLOWAY EXIT RAMP SUPERELEVATION DATA EXISTING DIRECT CONNECTOR C Va rie s 2’- 6.4 ’ 15’-17.5’ 4 : 1 M AX Ty II Curb Ty II Curb 14.5’-19.5’ 15’-17’ 2 . 1 % PGL MAINLANE STA. 350+00 - 355+00 FR STA.359+50-364+00 FR STA.335+00-355+50 VA R I E S - 2 . 1 % t o + 2 . 1 % FR STA.330+00-333+00 2 . 1 % PGL NOT TO SCALE 12’ PROPOSED EB US80 FRONTAGE RD 4’ Shou l de r 6 : 1 U S UA L 4 : 1 M AX Ex is ti ng R OW 14’ 2’ 5 ’ Sdwl k 4 : 1 M AX Cur b/G ut 3’ b er m 2 . 1 % PGL 15’-23’ FR STA.330+00-333+00 STA.335+00-340+50 FR FR STA.343+00-346+00 FR STA.351+50-364+50 FR STA.365+00 - 366+00 RAMP STA. 1147+00 -1149+00 EXISTING ROW DITCH FLOW LINE E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G P R O P O S E D P R O P O S E D P R O P O S E D SEE ROLL 2 FOR NB FRONTAGE ROAD STA 330+00 FRONTAGE ROAD BEGIN EB US80 IH 635 IH 635 RAYBURN AVE CRE ST PARK DR GALLOWAY AVE GALLOWAY AVE MARIPOSA DR T RI PP RD FRANKLIN ST EXISTING ROW EXISTING ROW PROPOSED ROW P R O P O S E D R O W E X I S T I NG R O W E X I S T I N G R O W EXISTING ROW E X I S T I NG R O W PROPOED ROW REMOVE EXISTING RAMP PAVEMENT STA 366+70 ROAD CONSTRUCTION END EB FRONTAGE Dwight & Patti Hawkins 1 2 3 4 5 6 7 8 1 2 2 2 Ashig Kanji Argus Resources City of Mesquite 3 4 5 Gary Chatham 6 7 Michael Ray Hunt DCJC Investments LP 8 Toni J. Kimble 8 9 Peter & Sherry Snider 9 Type II Curb Type II Curb Type II Curb Type II Curb Type II Curb Type II Curb Type II Type II Type II PGL Type II Type II Gregory Bell and Garry Hawes 10 11 12 ADJACENT PROPERTY OWNERSHIP Mesquite Exposition Blvd DIPDIYA Enterprises Inc 10 11 12 1138+62 End Transition 1142+60 Begin Transition 3.5% 1144+59 End Transition 1150+19 Begin Transition 1151+70 End Transition 2.1% 1154+19.31 POT - Match FR Pavement 1137+00 Begin Trans. Match Existing Pvmt. STA 1147+66 FL = 491.39 EXISTING 3 - 5x7 MBC STA 1148+09 FL = 491.91 EXISTING 3 - 5x7 MBC FL = 487.63 EXISTING 3 - 5x7 MBC STA 345+46 FL = 492.07 EXISTING 3 - 5x7 MBC STA 345+28 PROPOSED FRONTAGE ROAD PROPOSED RAMP PAVEMENT REMOVAL PROPOSED EASEMENT MICHAEL A. RENFROW, P.E. 75050 Design Speeds: Scale: Vertical 1:20 R Texas Department of Transportation SCHEMATIC PREPARED BY: TxDOT DALLAS DISTRICT PROJECT MANAGER P.E. NUMBER DATE Horizontal 1:200 Intersecting Street - 30 mph C 2013 William L. Hale, P.E., District Engineer Ramp - 40 mph Direct Connector - 40 mph Frontage Road - 40 mph City of Mesquite Both Projects in Dallas County,TX DALLAS DISTRICT DESIGN SCHEMATIC 1 US80 EB Frontage Road Reconstruction and Galloway Ave. Exit Ramp Relocation From IH635 to Galloway FC = Urban Collector Length = 0.72 mi CSJ: 0095-02-102 Length = 1.30 mi CSJ: 2374-02-126 FC = Urban Collector C 2014 Texas Department of Transportation - all rights reserved SCALE 0 1 2 3 4 MILES N GARLAND ROWLETT MESQUITE KLEBERG CEDAR HILL GRAND PRAIRIE IRVING CARROLLTON ELL I S C O . D E N T ON C O . C O LL I N C O . TARRANT CO. ROCKWALL CO. KAUFMAN CO. DALLAS 190 190 161 161 161 161 COPPELL ADDISON FARMERS BRANCH RICHARDSON BUCKINGHAM SACHSE SUNNYVALE BALCH SPRINGS LAWSON SEAGOVILLE HUTCHINS LANCASTER WILMER DE SOTO DUNCANVILLE COCKRELL HILL HIGHLAND PARK PARK UNIVERSITY 121 635 114 310 635 348 354 482 183 356 12 183 356 183 30 80 366 354 303 20 1382 408 12 67 20 1382 67 1382 342 20 342 45 45 45 12 45 175 352 30 12 20 635 20 352 80 30 372 66 78 75 5 635 244 12 75 289 12 635 30 80 289 78 175 175 310 180 114 35E 35E 35E 35E DA LL A S D I S T R I C T DA LL A S C OUN T Y Roll 1 of 2 Connecting Road - 20 mph PROJECT SCOPE 0095-02-102 BEGIN PROJECT 0095-02-102 END PROJECT 2374-02-126 END PROJECT 2374-02-126 BEGIN PROJECT From S. of Gross Rd. to EB US80 Frontage Rd 2 New Location IH635 NB Frontage Road and Ramp Improvements September 2014 September 2014 MICHAEL A. RENFROW, P.E. 75050 Design Speeds: Scale: Vertical 1:20 R Texas Department of Transportation SCHEMATIC PREPARED BY: TxDOT DALLAS DISTRICT PROJECT MANAGER P.E. NUMBER DATE Horizontal 1:200 Intersecting Street - 30 mph C 2013 William L. Hale, P.E., District Engineer Ramp - 40 mph Direct Connector - 40 mph Frontage Road - 40 mph City of Mesquite Both Projects in Dallas County,TX DALLAS DISTRICT DESIGN SCHEMATIC 1 US80 EB Frontage Road Reconstruction and Galloway Ave. Exit Ramp Relocation From IH635 to Galloway FC = Urban Collector Length = 0.72 mi CSJ: 0095-02-102 Length = 1.30 mi CSJ: 2374-02-126 FC = Urban Collector C 2014 Texas Department of Transportation - all rights reserved SCALE 0 1 2 3 4 MILES N GARLAND ROWLETT MESQUITE KLEBERG CEDAR HILL GRAND PRAIRIE IRVING CARROLLTON ELL I S C O . D E N T ON C O . C O LL I N C O . T ARRAN T CO. R OCKWA LL CO. K AU FMAN CO. DALLAS 190 190 161 161 161 161 COPPELL ADDISON FARMERS BRANCH RICHARDSON BUCKINGHAM SACHSE SUNNYVALE BALCH SPRINGS LAWSON SEAGOVILLE HUTCHINS LANCASTER WILMER DE SOTO DUNCANVILLE COCKRELL HILL HIGHLAND PARK PARK UNIVERSITY 121 635 114 310 635 348 354 482 183 356 12 183 356 183 30 80 366 354 303 20 1382 408 12 67 20 1382 67 1382 342 20 342 45 45 45 12 45 175 352 30 12 20 635 20 352 80 30 372 66 78 75 5 635 244 12 75 289 12 635 30 80 289 78 175 175 310 180 114 35E 35E 35E 35E DA LL A S D I S T R I C T DA LL A S C OUN T Y Roll 1 of 2 Connecting Road - 20 mph PROJECT SCOPE 0095-02-102 BEGIN PROJECT 0095-02-102 END PROJECT 2374-02-126 END PROJECT 2374-02-126 BEGIN PROJECT From S. of Gross Rd. to EB US80 Frontage Rd 2 New Location IH635 NB Frontage Road and Ramp Improvements ADJACENT PROPERTY LINE U S 80 E B F R R D 0095 - 02 - 102 / I H 635 N B F R R D 2374 - 02 - 126 EASEMENT PROPOSED DRAINAGE EXISTING SIGNAL