u.s. 75 - keep it moving dallas

1
CATVP EB EB EM EM EM EM EM FH GTS GTS GV KVT PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SL SL SL CROSSWALK SL SL SL SL SL SL SL ATMOS ATMOS ATMOS ATMOS SBC 1-800-545-6005 AT&T AT&T AT&T SWB COSERV AT&T AT&T SWB ATMOS ENERGY COSERV AT&T SWB AT&T AT&T SWB AT&T SWB AT&T COSERV UGFO AT&T GPM ATMOS GPM ATMOS 1-866-322-8667 ATMOS UGFO COSERV UGFO AT&T UGBFOC TBX TBX TBX COSERV FOC TEL TEL TEL TEL TEL TEL TEL WM WM WM WM PP EM PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP SB UGFO COSERV AT&T COSERV COMM PP PP GM GM KVT 40" DIA. PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP SB SB SB SB SB SB SB SB SB SB SL SL SL ATMOS ATMOS 11946 619.12 SDMH CP#17 5/8 BC CP#18 5/8 RC CP#19 5/8 RC CP#20 5/8 BC CP#21 5/8 RC CP#22 5/8 BC CP#23 5/8 BC CP#24 5/8 BC CP#25 5/8 RC CP#26 5/8 RC CP#27 5/8 RC CP#28 PK NAIL CP#29 PK NAIL CP#30 PK NAIL CP#31 5/8 RC 12" CI 8" UNK OE1 OE1 OE1 W1 12"CI (21"RCP CSG) TMH SWBELL TMH SWBELL TMH SWBELL TMH SWBELL T3 T3 T1 T1 TEL SWBELL#203 TEL SWB TEL SWB TBX COSERV KVT 51" W1 BFOC COLLIN CNTY BFOC COLLIN CNTY TBX COSERV UGFO SWBELL UGFO AT&T 800-252-1133 G1 6"PE 4"PE 6"PE 6"PE 2"PE 2"PE 2"PE 2"PE 6"PE 6"PE 6"PE 6"PE G1 G1 G1 6"PE 6"PE G1 G1 LONESTAR ATMOS ENERGY PP BE DIP SWBELL 800-395-0440 UGFO 877-COSERV1 TEL SBC TEL SBC T1 T1 WW1 WW1 WW1 WW1 TEL ATT G1 KVT 37" DIA. PP EM 12"CI (21"RCP CSG) WW1 WW1 12"CI (21"RCP CSG) G1G1G1G1 BFOC AT&T TS T1 UGFO SWBELL CATVP E1 E1 GV UGFO AT&T 800-252-1133 UGFO AT&T 800-252-1133 #2 SWBELL 800-395-0440 UGFOC AT&T 800-252-1133 UGFO AT&T #2665 UGFO SWBELL W1 TBX COSERV W1 W1 PP BE DIP W1 OE1 PP BE DIP G1 ATMOS ENERGY 800-344-8377 G1 PP BE DIP SWB 800-395-0440 UGFOC AT&T W1 W1 UGTELCABLE SWB GV GV OE1 UGFOC COSERV COLLIN CNTY COMM. COLL UGMKR AT&T 800-252-113 T1 T1 WW1 PP C C WW1 WW1 WW1 WW1 WW1 WW1 WW1 WW1 WW1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 OE1 T2 T2 T2 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 G1 G1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 W1 W1 W1 T3T3T3T3 TS C1 CULVERTS PIPE TANK FH INLET CULVERTS PARKING AREA PARKING AREA PARKING AREA PARKING AREA SIGN FH SIGN SIGN SIGN CONSTRUCTION CONSTRUCTION PARKING AREA TL FH FH PIPES PIPE PIPE PIPE SIGN SIGN SIGN PILE PILE PILE PILE INLET PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA SIGN SIGN SIGN SIGN FH INLET INLET INLET INLETS INLET INLET SIGN SIGN SIGN SIGN SIGN FH INLET INLET TL TL TL TL INLET INLET INLET PILE INLET GATE PIPES FP FP PARKING AREA PARKING AREA PARKING AREA PARKING AREA SIGN FH INLET SIGN GATE SIGN SIGN GATE SIGN SIGN SIGN GATE INLET PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA INLET INLET INLET INLET INLET INLET INLET INLET SIGN POOL RAMP RAMP FP FP FP INLET SIGN INLET INLET INLETS INLET INLET INLETS INLETS SIGN SIGN SIGN SIGN SIGN INLET INLET SIGN INLET INLET INLET SIGN INLET GATE INLET GATE INLET CULVERT CULVERTS PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA INLET INLET POOL INLET INLET INLET INLET INLET INLET INLET FH INLETS FH INLET AC UNITS INLET INLETS INLET INLET INLET INLET CULVERT GATE SIGN SIGN SIGN SIGN GATE CULVERTS INLET PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA SIGN UNPAVED PARKING UNPAVED PARKING CANNOPY GATE GATE SIGN PARKING AREA FH GATE FH FH INLET INLET INLET FH GATE INLET INLET CULVERT CULVERT CULVERTS SIGN SIGN FH FH INLET INLET FH INLETS POOL FH SIGN INLET INLET SIGN GATE GATE GATE SIGN SIGN FH GATE GATE SIGN INLET GATE GATE GATE GATE GATE SIGN INLET INLET INLET SIGN FH SIGN INLET SIGN INLET 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 PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA FP FP FP FP PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA INLET INLET INLET INLET INLET INLET INLET SIGN TL TL TL SIGN PARKING AREA INLET TL INLET INLET TL SIGN TL PILE INLET SIGNS PILE PILE SIGN SIGN TL INLET SIGN SIGN SIGN PIPE SIGN FP SIGN PARKING AREA PARKING AREA POOL PILE PIPE PIPE FH FH SIGN FH SIGN SIGN SIGN FH FH SIGN FH FH FH SIGN SIGN CULVERT FH INLET INLET INLET INLET INLET INLET INLET INLET INLET 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 PARKING AREA PARKING AREA PARKING AREA SIGN FH SIGN INLET INLET INLET INLET INLET INLETS INLETS SIGN FP FP CULVERTS INLET INLETS INLETS CULVERTS PILE PILES SIGN FH FH GATE GATE GATE PILE PARKING AREA UNPAVED PARKING UNPAVED PARKING UNPAVED PARKING PARKING AREA PARKING AREA INLET CULVERT CULVERT INLET INLET INLET INLET INLET INLET CULVERT SIGN FH SIGN FH FH FH SIGN FH FH SIGN FH SIGN UNDER CONSTRUCTION UNDER CONSTRUCTION PILE PARKING AREA PARKING AREA PARKING AREA INLET INLET CULVERTS CULVERTS INLET INLET PILE INLET INLET INLET INLET INLET INLET INLET INLET INLET SIGN SIGN SIGN FH SIGN SIGN SIGN SIGN FH SIGN FH FH FH SLAB FH UNDER CONSTRUCTION FH FH SIGN SIGN GATE UNPAVED PARKING FH FH PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA SIGN SIGN SIGN INLET GATE INLET SIGN FH SIGN SIGN SIGN FH SIGN PIPE SIGN SIGN SIGN SIGN SIGN SIGN SIGN CANNOPIES INLET SIGN INLET INLET SIGN SIGN INLET FH SIGN INLET SIGN SIGN FH INLET INLET SIGN SIGN SIGN INLET INLET FH SIGN SIGN FH SIGN SIGN FH SIGN SIGN SIGNS SIGN SIGN INLET CANNOPY SIGN FH INLET SIGN SIGN INLET 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 PARKING AREA PARKING AREA PARKING AREA PARKING AREA SIGN FP INLET INLETS INLETS INLETS INLET FH INLET INLETS GATE INLET SIGN SIGN SIGN SIGN SIGN SIGN SIGN CULVERT CULVERT INLET SIGN INLETS PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA HV11 618.49 HV12 621.04 HV13 659.23 PID8 599.35 V11LT 605.38 V11RT 616.71 V12LT 611.14 V12RT 635.03 V13LT 628.85 V13RT 662.26 V14LT 645.90 V15LT 651.86 V16LT 663.09 MH MH MH MH S S S S S S S S LP S S S LP TFP MH S LP LP LP LP LP LP LP S S S S S S S S S S S S S FP S S S MH MH MH TFP S S S S LP LP LP LP LP LP LP MH MH MH MH MH MH MH S S TFP MH MH MH MH LP LP LP LP S S S S S S MH MH MH MH MH MH MH MH S TFP TFP LP S TFP LP LP LP LP LP LP LP LP S S S S S S S S MH MH MH MH MH MH MH MH MH MH MH LP LP LP S S S S S S S S S S S S S S S MH MH MH LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP FP LP LP LP LP LP LP LP LP LP LP MH MH MH MH MH MH TFP TFP S S S MH LP TFP S S S S LP LP MH MH MH MH TFP TFP MH MH LP TFP MH S S S S TFP MH MH MH S LP MH S S S MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH TFP S S LP LP LP LP LP LP LP S S LP LP LP TFP LP LP LP MH MH S LP LP LP MH MH MH S LP MH MH MH MH MH MH MH S S S S S S MH MH MH MH MH LP MH S S MH MH MH MH MH MH MH MH MH TFP MH MH MH MH MH MH S S S S S S S S MH TFP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP S LP LP LP LP LP LP S S LP LP LP LP S TFP LP LP LP LP LP LP LP LP LP LP LP S S S MH S LP TFP S LP LP MH MH MH MH S S S S S S LP MH MH MH MH MH MH MH S MH S MH MH MH MH LP MH MH MH S S S S S MH MH MH LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP MH MH LP LP LP LP TFP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP TFP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP MH MH LP S LP LP LP LP LP LP LP S LP LP LP S LP MH LP TFP LP TFP TFP LP LP LP LP LP LP S S S MH MH MH MH MH MH MH MH LP LP S LP MH MH MH MH LP LP S TFP LP LP TFP LP S S LP S S S MH MH S TFP TFP S S S S TFP MH LP S S S LP LP LP LP S LP LP LP MH LP S S LP S MH S S LP TFP S S LP LP TFP S MH S S TFP S S S LP LP MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH S S LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP MH LP LP LP LP LP LP LP S LP LP LP LP MH MH MH LP LP LP MH S S S S S S S S LP LP S S S S LP LP LP LP LP LP LP LP LP MH MH LP S S MH MH S S S MH MH S S MH MH MH MH S S S LP LP S LP LP S S LP LP LP S LP LP TFP S MH MH MH MH MH MH MH MH MH MH MH S LP LP S S MH TFP TFP S S LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP S MH S LP LP LP LP LP S S LP S MH S S S LP S S S MH MH MH MH MH MH MH MH S LP LP LP S S LP S S S S S S MH LP LP LP LP LP LP LP MH TFP MH LP LP LP LP LP S LP LP LP LP LP LP S LP LP MH MH TFP S LP S S LP LP S S S MH MH MH S S S S S S S S MH LP LP MH MH LP S LP LP LP LP LP LP MH MH LP LP LP LP LP S LP LP LP TFP LP LP TFP TFP S LP S LP S TFP MH MH MH S S MH S S S MH MH LP LP LP LP LP LP S S LP LP MH TFP LP LP MH MH MH MH MH LP LP LP MH MH MH LP LP LP LP MH MH MH LP S MH MH LP LP MH S LP LP LP TFP LP LP LP MH MH LP LP S S LP LP LP MH S LP S S S LP LP LP S S S MH MH MH MH MH MH MH MH MH MH MH MH MH S MH MH MH LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP S LP LP MH S MH MH S S MH S S S LP MH S S S S S S S S LP MH MH S S S S S LP FH MH MH S FH MH MH MH S S MH CP#234 641.80 CP#235 636.03 CONCRETE CONCRETE CONCRETE CP#238 616.18 WATER VALVE WATER VALVE WATER VALVE WATER VALVE WATER VALVE WATER VALVE CP#239 610.52 CONCRETE ASPHALT CONCRETE CONCRETE CP#241 607.78 CP#242 597.98 CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CURB INLET CONCRETE WATER VALVE CURB INLET CURB INLET SANITARY MH CURB INLET CURB INLET SANITARY MH TELEPHONE MH WATER VALVE FIRE HYDRANT CURB INLET CONCRETE CONCRETE WATER VALVE FIRE HYDRANT WATER VALVE WATER VALVE WATER VALVE FIRE HYDRANT CONCRETE CONCRETE CP#225 659.99 CP#224 662.30 SANITARY MH WATER VALVE FIRE HYDRANT CONCRETE CP#223 647.98 CURB INLET CURB INLET SANITARY MH SANITARY MH WATER VALVE CONCRETE CP#222 633.81 CLEAN OUT SANITARY MH CURB INLET ASPHALT CONCRETE CP#221 622.55 CP#220 618.51 CURB INLET CURB INLET CURB INLET CONCRETE CP#234 641.80 CP#233 647.98 CONCRETE CP#235 636.03 CONCRETE CONCRETE CP#222 633.81 CP#221 622.55 CONCRETE WATER METER CONCRETE CP#220 618.51 SIGNAL CURB INLET CURB INLET CONCRETE CP#219 612.15 WATER VALVE FIRE HYDRANT CONCRETE CONCRETE WATER METER GAS METER DROP INLET CONCRETE CURB INLET CURB INLET CONCRETE WATER METER WATER VALVE FIRE HYDRANT GAS METER WATER METER ASPHALT ASPHALT ASPHALT CONCRETE CONCRETE ASPHALT ASPHALT CONCRETE ASPHALT CONCRETE ASPHALT CURB INLET SPRINKLER VAVLE CONCRETE ASPHALT CONCRETE CP#218 607.88 CURB INLET WATER METER DROP INLET SANITARY MH LIGHT POLE BOX 24"RCP FL=614.48 24"RCP FL=615.16 SSMH RIM=618.67 FL NW 8"CLAY=610.71 FL SE 8"CLAY=610.73 SSMH RIM=613.87 FL N 8"CLAY=607.23 FL SE 8"CLAY=607.34 21"RCP FL=610.46 21"RCP FL=609.73 SSMH RIM=612.39 FL N 6"PVC=605.33 FL S 6"PVC=605.35 30"RCP FL=604.51 30"RCP FL=604.51 30"RCP FL=602.49 30"RCP FL=602.49 6"PVC FL=605.35 30"RCP FL=602.59 30"RCP FL=602.58 SIGN AT&T FIBER OPTIC WARNING SIGN 1-800-252-1133 CONCRETE COLLIN COUNTY COMMUNITY COLLEGE FIBER OPTIC WARNING SIGN 1-800-344-8377 FIBER OPTIC WARNING SIGN CONCRETE ASPHALT ASPHALT SIGN SIGN SIGN SPRINKLER VALVE WATER HYDRANT CONCRETE CONCRETE SIGN 10"OAK SSMH RIM=604.59 FL N=595.07 FL S=595.14 CONCRETE WATER VALVE WATER VALVE 18"OAK 24"OAK 2-18"OAK 24"OAK 16"PINE 8"PINE 10"PINE 8"PINE 8"PINE 10"PINE 3"PINE SIGN SIGN SIGN LIGHT POLE CONCRETE WATER VALVE CONCRETE CONCRETE ASPHALT CONCRETE WATER VAULT ASPHALT CONCRETE CONCRETE FIRE HYDRANT CONCRETE CONCRETE CONCRETE DROP INLET WATER METER GAS TEST STATION ATMOS UNDERGROUND GAS WARNING SIGN CONCRETE LANDSCAPE AREA LANDSCAPE AREA 18"RCP FL=648.82 24"RCP FL=648.69 LIGHT POLE LIGHT POLE CLEAN OUT LIGHT POLE CONCRETE CONCRETE DROP INLET FL=647.56 LIGHT POLE LIGHT POLE SIGN CONCRETE BUSH CONCRETE CONCRETE BUSH BUSH LIGHT POLE FIRE HYDRANT CONCRETE CONCRETE CONCRETE FIRE HYDRANT 30"RCP FL=623.13 30"RCP FL=621.47 36"RCP FL=621.34 CURB INLET CURB INLET CLEAN OUT WATER METER SPRINKLER VALVE BOLLARD CONCRETE CONCRETE CONCRETE WATER METER CONCRETE CONCRETE BUSH 16"OAK CONCRETE CONCRETE ENTRY LIGHT ENTRY LIGHT SIGN CONCRETE CONCRETE LIGHT POLE LIGHT POLE ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY 5 6 7 8 15 16 ONLY ONLY ONLY 20+00 10’ 4’ 4’ 2 @ 12’ 2 @ 12’ 6’ 6’ Varies Right of Way PGL PGL 24’ 24’ 36’ 6:1 usual 6:1 usual 3:1 max 3:1 max 3:1 max 1.5% NB Mainlanes NB Frontage Road 2% 2% 12’ usual usual 4’ 4’ 300’ usual C 1 4 CSJ:0047-14-046 CSJ:0047-06-108 District Engineer DALLAS DISTRICT LAVON LAKE 3364 DALLAS DISTRICT 137 SCALE 0 1 2 3 4 5 6 MILES N GRAYSON CO. DALLAS CO. ROCKWALL CO. MARILEE CELINA RHEA MILLS WESTON ANNA DESERT BLUE RIDGE PIKE FARMERSVILLE NEVADA LAVON WYLIE MURPHY PLANO SHEPTON PRINCETON VERONA VALDASTA MC KINNEY CULLEOKA SEDALIA HUNT CO. DENTON CO. 544 289 3193 2478 544 2514 2551 2170 5 75 2170 1378 1378 2514 78 544 205 365 2755 1138 6 1778 1138 78 509 982 3286 547 547 6 1777 66 1827 75 982 1377 2756 2194 446 380 455 121 2862 3133 160 78 981 1562 981 78 78 545 543 455 75 5 5 1461 289 483 455 428 455 2478 439 439 1193 2478 380 75 3038 359 2933 720 289 2934 720 33 121 546 COLLIN COUNTY FANNIN CO. 3356 3412 LUCAS ALLEN 2786 C 2010 Texas Department of Transportation Design Schematic BEGIN PROJECT END PROJECT Roll of Scale: Vertical 1:20 C 2010 by Texas Department of Transportation Horizontal 1:200 Original Approved October 2003 U.S. 75 Collin County CSJ: 0047-06-108 0047-14-046 Design Speed: Mainlanes 70 mph Functional Class.2: Urban Freeway Major Cross Streets 40 mph Minor Cross Streets 30 mph Frontage Rds 40 mph Project Length = 3.44 miles SPUI Connectors 20 mph Freeway Ramps 45 mph L William L Hale, P.E. From Spur 399 (South SH 121) To South of US 380 Revised - July 2009 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 15+00 20+00 10+00 15+00 20+00 15+00 20+00 15+00 20+00 10+00 15+00 20+00 15+00 20+00 10+00 15+00 20+00 10+00 10+00 10+00 10+00 10+00 10+00 15+00 STA = 846+46.60 EL = 624.90’ L = 400.00’ K = 203 ex = 0.98’ STA = 863+00.00 EL = 674.50’ L = 1,100.00’ K = 255 ex = -5.94’ STA = 875+50.00 EL = 658.00’ L = 800.00’ K = 213 ex = 3.75’ (+)1.03% (+)3.00% (+)3.00% (-)1.32% (-)1.32% (+)2.43% STA = 821+50.00 EL = 641.66’ (+)3.00 % (-)2.70 % L = 1,450.00’ K = 255 ex = -10.32’ STA = 832+25.00 EL = 612.68’ (-)2.70 % (+)0.70 % L = 650.00’ K = 191 ex = 2.76’ STA = 839+75.00 EL = 617.95’ (+)0.70 % (+)1.03 % L = 210.00’ K = 645 ex = 0.09’ VPT STA 828+75.00 EL. = 622.11’ VPC STA 829+00.00 EL. = 621.44’ VPT STA 835+50.00 EL. = 614.96’ VPC STA 838+70.00 EL. = 617.21’ VPT STA 840+80.00 EL. = 619.03’ VPC STA 844+46.60 EL. = 622.83’ VPT STA 848+46.60 EL. = 630.90’ VPC STA 857+50.00 EL. = 658.00’ VPT STA 868+50.00 EL. = 667.24’ VPC STA 871+50.00 EL. = 663.28’ VPT STA 879+50.00 EL. = 667.71’ L B XWHI (WHITE AVE.) L B XVIR (VIRGINIA PKWY.) FRONTAGE CROSS STREETS WHITE ST RNB06 T2 T3 T4 XH1 RNB06-3 4%%d 00’ 00.67" RT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 19+43.08 7,126,113.97 2,538,269.11 18+90.69 7,126,061.61 2,538,267.44 19+95.42 7,126,166.08 2,538,274.43 RNB06-2 3%%d 29’ 02.66" LT 3%%d 51’ 20.54" 45.19’ 90.36’ 1,486.00’ 14+07.57 7,125,578.71 2,538,252.06 13+62.38 7,125,533.71 2,538,247.88 14+52.74 7,125,623.88 2,538,253.50 RNB06-4 4%%d 00’ 00.00" LT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 21+86.92 7,126,356.60 2,538,293.86 21+34.54 7,126,304.49 2,538,288.55 22+39.26 7,126,408.96 2,538,295.53 XWHI-1 23%%d 58’ 52.69" RT 9%%d 32’ 57.47" 127.43’ 251.13’ 600.00’ 11+31.12 7,129,216.21 2,537,954.24 10+03.68 7,129,165.44 2,537,837.36 12+54.82 7,129,215.09 2,538,081.67 A2 US 75 CURVE NO. CURVE NAME DELTA DEGREE TANGENT LENGTH RADIUS CURVE DATA PI STATION PI-NORTHING PI-EASTING PC-STATION PC-NORTHING PC-EASTING PT STATION PT-NORTHING PT-EASTING ROADWAY MAINLANES PR75-2 9%%d 42’ 18.22" RT 0%%d 29’ 53.61" 976.30’ 1,947.93’ 11,500.00’ 861+40.70 7,129,078.10 2,538,266.50 851+64.40 7,128,102.30 2,538,235.41 871+12.33 7,130,034.70 2,538,461.65 B18 NBFR3-10 2%%d 29’ 59.07" LT 0%%d 57’ 17.75" 130.91’ 261.77’ 6,000.00’ 817+68.86 7,124,648.72 2,538,298.77 816+37.96 7,124,518.10 2,538,290.13 818+99.73 7,124,779.59 2,538,301.70 B19 NBFR3-11 0%%d 32’ 32.25" RT 0%%d 57’ 17.75" 28.39’ 56.79’ 6,000.00’ 829+62.30 7,125,841.89 2,538,325.49 829+33.90 7,125,813.50 2,538,324.85 829+90.69 7,125,870.27 2,538,326.39 B20 NBFR3-12 9%%d 42’ 17.31" RT 0%%d 31’ 15.13" 933.83’ 1,863.19’ 11,000.00’ 861+93.24 7,129,071.19 2,538,428.39 852+59.41 7,128,137.84 2,538,398.65 871+22.60 7,129,986.18 2,538,615.04 B22 B23 B24 NBFR3 B21 NBFR3-13 2%%d 06’ 55.97" RT 0%%d 57’ 17.75" 110.78’ 221.54’ 6,000.00’ 883+19.41 7,131,167.40 2,538,856.01 882+08.63 7,131,058.86 2,538,833.87 884+30.17 7,131,275.06 2,538,882.15 NBFR3-14 2%%d 07’ 24.71" LT 0%%d 57’ 17.75" 111.20’ 222.38’ 6,000.00’ 885+86.24 7,131,426.72 2,538,918.97 884+75.04 7,131,318.66 2,538,892.73 886+97.41 7,131,535.68 2,538,941.18 NBFR3-15 1%%d 09’ 12.87" LT 0%%d 57’ 17.75" 60.40’ 120.80’ 6,000.00’ 893+48.16 7,132,173.31 2,539,071.16 892+87.75 7,132,114.13 2,539,059.09 894+08.56 7,132,232.73 2,539,082.03 NBFR3-16 1%%d 09’ 41.48" RT 0%%d 57’ 17.75" 60.82’ 121.63’ 6,000.00’ 898+28.96 7,132,646.27 2,539,157.69 897+68.14 7,132,586.45 2,539,146.75 898+89.78 7,132,705.86 2,539,169.85 C10 SBFR4 C9 SBFR4-5 3%%d 00’ 53.52" RT 0%%d 57’ 17.75" 157.89’ 315.72’ 6,000.00’ 815+88.90 7,124,540.73 2,537,935.84 814+31.01 7,124,382.87 2,537,939.12 817+46.72 7,124,698.54 2,537,940.87 SBFR4-6 3%%d 38’ 36.26" RT 0%%d 57’ 17.75" 190.83’ 381.54’ 6,000.00’ 824+93.86 7,125,445.30 2,537,964.67 823+03.03 7,125,254.57 2,537,958.59 826+84.57 7,125,635.27 2,537,982.85 C11 SBFR4-7 3%%d 38’ 36.71" LT 0%%d 57’ 17.75" 190.84’ 381.55’ 6,000.00’ 829+02.74 7,125,852.45 2,538,003.64 827+11.91 7,125,662.48 2,537,985.46 830+93.45 7,126,043.19 2,538,009.72 C12 C13 SBFR4-8 9%%d 42’ 17.93" RT 0%%d 42’ 58.31" 679.16’ 1,355.07’ 8,000.00’ 861+48.54 7,129,096.73 2,538,107.01 854+69.38 7,128,417.92 2,538,085.39 868+24.45 7,129,762.19 2,538,242.76 SBFR4-9 2%%d 49’ 53.25" LT 0%%d 34’ 22.65" 247.14’ 494.18’ 10,000.00’ 881+50.49 7,131,093.25 2,538,514.30 879+03.35 7,130,851.09 2,538,464.90 883+97.54 7,131,337.55 2,538,551.67 C14 C15 SBFR4-10 5%%d 30’ 28.82" RT 0%%d 34’ 22.65" 481.03’ 961.33’ 10,000.00’ 888+78.57 7,131,813.05 2,538,624.42 883+97.54 7,131,337.55 2,538,551.67 893+58.86 7,132,279.37 2,538,742.48 SBFR4-11 2%%d 40’ 35.48" LT 0%%d 34’ 22.65" 233.61’ 467.14’ 10,000.00’ 896+48.16 7,132,559.82 2,538,813.47 894+14.54 7,132,333.35 2,538,756.14 898+81.68 7,132,788.72 2,538,860.17 RAMPS T1 RNB06-1 0%%d 32’ 19.38" RT 3%%d 47’ 03.83" 7.12’ 14.24’ 1,514.00’ 10+51.58 7,125,224.24 2,538,219.12 10+44.46 7,125,217.15 2,538,218.53 10+58.70 7,125,231.33 2,538,219.78 U1 RSB06-1 0%%d 30’ 07.03" LT 3%%d 47’ 03.83" 6.63’ 13.26’ 1,514.00’ 10+46.42 7,125,175.52 2,538,066.78 10+39.79 7,125,168.89 2,538,066.91 10+53.05 7,125,182.15 2,538,066.60 RSB06 U2 U3 U4 RSB06-2 3%%d 26’ 50.31" RT 3%%d 51’ 20.54" 44.72’ 89.41’ 1,486.00’ 14+06.63 7,125,535.58 2,538,056.58 13+61.91 7,125,490.88 2,538,057.85 14+51.32 7,125,580.28 2,538,058.01 RSB06-3 3%%d 59’ 59.83" LT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 20+91.96 7,126,220.60 2,538,078.41 20+39.58 7,126,168.24 2,538,076.74 21+44.30 7,126,272.94 2,538,076.42 RSB06-4 4%%d 00’ 00.00" RT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 23+07.03 7,126,435.56 2,538,070.25 22+54.65 7,126,383.21 2,538,072.23 23+59.37 7,126,487.91 2,538,071.91 RNB07 W1 W2 W3 RNB07-1 4%%d 00’ 00.00" LT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 10+52.38 7,127,227.75 2,538,321.62 10+00.00 7,127,175.40 2,538,319.96 11+04.72 7,127,280.10 2,538,319.64 RNB07-2 3%%d 59’ 59.33" RT 3%%d 49’ 10.99" 52.38’ 104.71’ 1,500.00’ 12+96.29 7,127,471.53 2,538,312.37 12+43.91 7,127,419.19 2,538,314.35 13+48.63 7,127,523.88 2,538,314.03 RNB07-3 3%%d 08’ 38.10" LT 3%%d 51’ 20.54" 40.78’ 81.54’ 1,486.00’ 18+55.19 7,128,030.19 2,538,330.17 18+14.41 7,127,989.43 2,538,328.87 18+95.95 7,128,070.95 2,538,329.23 W4 RNB07-4 1%%d 48’ 53.04" RT 3%%d 47’ 03.83" 23.98’ 47.95’ 1,514.00’ 21+82.71 7,128,357.64 2,538,322.63 21+58.73 7,128,333.67 2,538,323.18 22+06.69 7,128,381.62 2,538,322.83 RSB07 V1 V2 V3 RSB07-2 4%%d 00’ 00.17" LT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 12+67.44 7,127,338.79 2,538,114.04 12+15.06 7,127,286.68 2,538,108.72 13+19.78 7,127,391.15 2,538,115.71 RSB07-1 4%%d 00’ 00.00" RT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 10+52.38 7,127,124.80 2,538,092.21 10+00.00 7,127,072.45 2,538,090.54 11+04.72 7,127,176.91 2,538,097.52 RSB07-3 3%%d 56’ 16.62" RT 3%%d 51’ 20.54" 51.09’ 102.13’ 1,486.00’ 17+86.18 7,127,857.31 2,538,130.56 17+35.09 7,127,806.25 2,538,128.93 18+37.22 7,127,908.14 2,538,135.69 V4 RSB07-4 0%%d 25’ 54.35" LT 3%%d 47’ 03.83" 5.70’ 11.41’ 1,514.00’ 21+05.00 7,128,174.56 2,538,162.58 20+99.29 7,128,168.88 2,538,162.00 21+10.70 7,128,180.24 2,538,163.11 UTRNV1 UTRNV2 R1 R2 S1 S2 UTRNV1-1 90%%d 00’ 10.66" LT 110%%d 11’ 03.09" 52.00’ 81.68’ 52.00’ 10+52.00 7,124,971.10 2,538,257.98 10+00.00 7,124,919.11 2,538,256.81 10+81.68 7,124,972.26 2,538,205.99 UTRNV1-2 89%%d 27’ 17.15" LT 110%%d 11’ 03.09" 51.51’ 81.19’ 52.00’ 13+01.96 7,124,977.18 2,537,985.77 12+50.45 7,124,976.03 2,538,037.26 13+31.64 7,124,925.70 2,537,984.13 UTRNV2-1 90%%d 32’ 42.85" LT 110%%d 11’ 03.09" 52.50’ 82.18’ 52.00’ 10+52.50 7,125,148.84 2,538,003.24 10+00.00 7,125,201.31 2,538,004.91 10+82.18 7,125,147.66 2,538,055.73 UTRNV2-2 89%%d 59’ 49.34" LT 110%%d 11’ 03.09" 52.00’ 81.68’ 52.00’ 13+00.33 7,125,142.79 2,538,273.82 12+48.33 7,125,143.95 2,538,221.84 13+30.01 7,125,194.78 2,538,274.99 RNB08 RSB08 AA1 AA2 AA3 AA4 Z1 Z2 Z3 Z4 Z5 RNB08-2 2%%d 22’ 18.85" LT 3%%d 51’ 20.54" 30.76’ 61.52’ 1,486.00’ 13+40.68 7,129,791.74 2,538,509.29 13+09.92 7,129,761.75 2,538,502.42 13+71.43 7,129,821.98 2,538,514.92 RNB08-1 1%%d 22’ 24.90" RT 3%%d 47’ 03.83" 18.15’ 36.30’ 1,514.00’ 10+41.42 7,129,500.04 2,538,442.44 10+23.27 7,129,482.26 2,538,438.81 10+59.57 7,129,517.73 2,538,446.50 RNB08-3 0%%d 59’ 36.48" RT 0%%d 30’ 08.23" 98.90’ 197.79’ 11,407.00’ 14+70.33 7,129,919.21 2,538,533.00 13+71.43 7,129,821.98 2,538,514.92 15+69.22 7,130,016.11 2,538,552.77 RNB08-4 5%%d 24’ 30.00" RT 3%%d 49’ 29.35" 70.75’ 141.40’ 1,498.00’ 17+78.73 7,130,221.39 2,538,594.65 17+07.97 7,130,152.06 2,538,580.51 18+49.38 7,130,289.07 2,538,615.26 RNB08-5 5%%d 24’ 29.86" LT 3%%d 49’ 20.16" 70.80’ 141.49’ 1,499.00’ 21+07.51 7,130,536.01 2,538,690.47 20+36.71 7,130,468.28 2,538,669.84 21+78.20 7,130,605.38 2,538,704.62 RSB08-1 0%%d 40’ 37.63" LT 3%%d 47’ 03.83" 8.95’ 17.89’ 1,514.00’ 10+31.85 7,129,757.04 2,538,331.88 10+22.90 7,129,748.16 2,538,330.80 10+40.79 7,129,765.94 2,538,332.84 RSB08-2 5%%d 19’ 42.53" RT 3%%d 51’ 20.54" 69.15’ 138.20’ 1,486.00’ 12+61.68 7,129,985.54 2,538,356.70 11+92.54 7,129,916.79 2,538,349.23 13+30.73 7,130,053.29 2,538,370.53 RSB08-3 7%%d 22’ 06.09" LT 3%%d 49’ 10.99" 96.58’ 192.90’ 1,500.00’ 17+23.85 7,130,438.47 2,538,449.10 16+27.26 7,130,343.84 2,538,429.80 18+20.17 7,130,534.80 2,538,456.11 RSB08-4 7%%d 22’ 05.97" RT 3%%d 48’ 52.68" 96.71’ 193.16’ 1,502.00’ 19+65.28 7,130,679.53 2,538,466.64 18+68.57 7,130,583.08 2,538,459.62 20+61.73 7,130,774.29 2,538,485.97 TURNAROUNDS UTRNW1 UTRNW2 X1 X2 Y1 Y2 UTRNW1-1 96%%d 12’ 21.94" LT 110%%d 11’ 03.09" 57.96’ 87.31’ 52.00’ 10+57.96 7,129,136.04 2,538,427.53 10+00.00 7,129,078.48 2,538,420.75 10+87.31 7,129,136.55 2,538,369.57 UTRNW1-2 83%%d 48’ 26.66" LT 110%%d 11’ 03.09" 46.66’ 76.06’ 52.00’ 12+79.78 7,129,138.24 2,538,177.11 12+33.12 7,129,137.83 2,538,223.77 13+09.18 7,129,091.90 2,538,171.67 UTRNW2-1 98%%d 04’ 24.21" LT 110%%d 11’ 03.09" 59.90’ 89.01’ 52.00’ 10+59.90 7,129,289.97 2,538,209.34 10+00.00 7,129,349.19 2,538,218.27 10+89.01 7,129,289.44 2,538,269.24 UTRNW2-2 82%%d 27’ 16.20" LT 110%%d 11’ 03.09" 45.57’ 74.83’ 52.00’ 12+79.20 7,129,287.77 2,538,459.42 12+33.64 7,129,288.17 2,538,413.86 13+08.47 7,129,332.88 2,538,465.80 550 560 570 580 590 600 610 620 630 640 650 660 670 680 550 560 570 580 590 600 610 620 630 640 650 660 670 680 690 550 560 570 580 590 600 610 620 630 640 650 660 670 680 550 560 570 580 590 600 610 620 630 640 650 660 670 680 690 616.87 618.43 619.98 621.67 622.98 624.37 605.76 620.73 623.20 622.42 621.26 619.27 617.45 615.90 613.85 611.71 609.85 609.81 610.17 610.89 611.71 612.27 613.27 613.95 614.72 615.45 616.27 617.29 618.01 618.83 619.71 620.79 621.18 622.96 624.95 627.22 629.16 632.07 635.17 638.92 641.64 644.52 647.49 650.62 653.65 656.22 658.47 661.15 641.68 662.77 662.08 661.87 661.30 661.21 660.86 660.33 659.68 658.92 658.13 657.49 656.66 656.73 656.12 657.94 659.50 661.57 664.06 667.21 669.66 672.12 674.07 675.91 677.67 659.64 659.60 679.74 678.14 677.11 675.79 674.14 672.43 670.00 668.22 666.58 665.71 664.83 663.98 663.48 663.11 662.55 661.93 661.39 660.79 660.13 659.57 658.97 658.32 658.42 657.66 657.14 656.89 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 620.28 621.31 622.35 623.45 624.99 627.03 629.55 632.50 635.50 638.50 641.50 644.50 647.50 650.50 653.50 656.50 659.45 662.06 664.27 666.09 667.52 668.56 669.20 669.45 669.31 668.78 667.85 666.58 665.26 663.94 662.68 661.83 661.44 815+00 820+00 825+00 830+00 835+00 840+00 622.05 624.56 626.67 628.40 629.73 630.66 631.21 631.36 631.12 630.49 629.46 628.04 626.23 624.02 621.44 619.00 617.09 615.70 614.84 614.50 614.68 615.31 616.02 616.72 617.43 618.26 619.24 662.08 661.53 663.11 664.60 666.56 668.93 671.36 673.79 676.21 678.59 680.63 682.28 683.54 684.40 684.88 684.96 684.65 683.95 682.87 681.39 679.52 677.30 675.04 672.78 670.52 668.49 666.90 665.76 665.07 664.60 664.14 663.67 663.21 662.74 662.28 661.81 661.35 660.88 660.42 659.95 659.49 PROPOSED TYPICAL SECTION PROPOSED TYPICAL SECTION PGL MAINLANES MAINLANES 2% 2% L US 75 C TRAVEL LANES TRAVEL LANES SHLDR. SHLDR. SHLDR. HOV SOUTHBOUND NORTHBOUND FUTURE 1’ 98’ 48’ 4’ 23’ 23’ 4’ 10’ 48’ VARIES - 390’ MIN HOV (FUT.) HOV (FUT.) CSB CSB T551 RAIL AUX. LANE T551 RAIL 6’ 2’ SHLDR. 12’ 2’ 1’ 1’ 2’ 12’ 6’ SHLDR. 2’ 12’ 98’ PRESTRESSED CONCRETE BEAM PRESTRESSED CONCRETE BEAM STA. 820+01 TO STA. 822+35 (VIRGINIA PKWY.) STA. 861+58 TO STA. 863+81 (WHITE AVE.) SHLDR. 10’ 12’ AUX. LANE 1’ R.O.W. R.O.W. PROPOSED TYPICAL SECTION PROPOSED TYPICAL SECTION PGL MAINLANES MAINLANES 2% 2% L US 75 C TRAVEL LANES TRAVEL LANES SHLDR. SHLDR. SHLDR. HOV SOUTHBOUND NORTHBOUND FUTURE 1’ 48’ 4’ 23’ 23’ 4’ 10’ 48’ VARIES - 390’ MIN HOV (FUT.) HOV (FUT.) CSB CSB T551 RAIL RETAINING WALL 0-12’ AUX. LANE 86’-98’ 10’ MIN. T551 RAIL RETAINING WALL 36’ MIN. 8:1 MAX. 8:1 MAX. 6’ 2’ SHLDR. 12’ 2’ 1’ 1’ 2’ 12’ 6’ SHLDR. 2’ 0-12’ AUX. LANE 10’ SHLDR. 1’ 86’-98’ NBFR 2’ B L NBFR 4:1 MAX. PGL 40’ 36’ 2’ STA. 809+50 TO STA. 836+00 STA. 852+00 TO STA. 868+13 SBFR B L SBFR 2’ 2’ 40’ 36’ 4:1 MAX 15’-37’ PGL R.O.W. R.O.W. 15’-20’ NORTHBOUND VARIES VARIES 360’ MIN. PROPOSED TYPICAL SECTION PGL SOUTHBOUND STA. 836+00 TO STA. 852+00 NBFR SBFR R.O.W. MAINLANES R.O.W. MAINLANES 2% 2% L US 75 C TRAVEL LANES TRAVEL LANES SHLDR. SHLDR. SHLDR. SHLDR. FUTURE HOV 10’-25’ 18’-27’ B L NBFR 40’ 36’ PGL 4:1 MAX. VARIES 48’ 85’ 10’ 23’ 23’ 85’ 48’ 10’ B L SBFR PGL 36’ 40’ 15’-37’ 4:1 MAX 2’ 2’ 2’ 2’ 4’ 4’ 15’-20’ 2’ SHLDR. 6’ 12’ HOV (FUT.) HOV (FUT.) 2’ 12’ 6’ 2’ 1’ 1’ SHLDR. 2’ VARIES 360’ MIN. SBFR PROPOSED TYPICAL SECTION SOUTHBOUND NBFR NORTHBOUND 8:1 USUAL PGL 8:1 USUAL R.O.W. MAINLANES 2% 2% L US 75 C R.O.W. TRAVEL LANES MAINLANES SHLDR. GORE RAMP 0’-18’ 8’-22’ SHLDR. 24’-48’ EXIST. WALL AA (SEE CSJ: 0047-14-063) EXIST. WALL HH (SEE CSJ: 0047-14-063) TRAVEL LANES GORE RAMP 24’-48’ 0’-18’ SHLDR. 8’-22’ SHLDR. FUTURE HOV 6’-20’ 6’-24’ STA. 868+13 TO STA. 874+62.27 (NB LIMITS STA. 865+71 TO STA. 871+50.00) VARIES 14’ 23’-24’ 23’-24’ 82’-115’ 82’-115’ 14’ VARIES 6’ 6’ 4’-12’ 4’-12’ 36’ 2’ 2’ 40’ B L SBFR 18’ 40’ 36’ 2’ 2’ PGL B L NBFR 18’ 7’ 7’ TRAVEL LANE TRAVEL LANE 3:1 MAX. 3:1 MAX. B 2% R.O.W. 2% L BOIS D’ ARC RD. (N) PROPOSED TYPICAL SECTION BOIS D’ ARC RD. (N) STA. 10+00 TO STA. 11+13 18’ 18’ R.O.W. PGL 12’ 12’ 6’ 6’ 6’ 6’ 3:1 MAX. 3:1 MAX. PROPOSED TYPICAL SECTION BOIS D’ ARC RD. (S) STA. 10+00 TO STA. 11+10 14’ B 2% R.O.W. 2% L BOIS D’ ARC RD. (S) 3:1 MAX. 16’ 16’ TRAVEL LANE TRAVEL LANE 60’ 14’ R.O.W. PGL 12’ 12’ 4’ 4’ 6’ 6’ PROPOSED TYPICAL SECTION GREENWOOD RD. STA. 10+00 TO STA. 10+75 B L GREENWOOD RD. 12’ R.O.W. 2% 12’ 60’ 12’ TRAVEL LANE TRAVEL LANE 2% 12’ TRAVEL LANE TRAVEL LANE 3:1 MAX. 3:1 MAX. PGL 18’ 18’ 6’ 6’ 6’ 6’ R.O.W. 3:1 MAX. 3:1 MAX. 12’ 12’ TRAVEL LANE TRAVEL LANE PROPOSED TYPICAL SECTION REDBUD TR. STA. 10+00 TO STA. 11+40 B 2% R.O.W. 2% L REDBUD TR. 50’ R.O.W. PGL 13’ 13’ 6’ 6’ 3:1 MAX. PROPOSED TYPICAL SECTION WHITE AVE. STA. 12+42 TO STA. 15+00 3:1 MAX. TRAVEL LANES TRAVEL LANES B 2% 2% L WHITE AVE. R.O.W. PGL R.O.W. 55’ 55’ 35’ 24’ 24’ 21’ 6’ 4’ 6’ 6’ PROPOSED TYPICAL SECTION WHITE AVE. STA. 15+00 TO STA. 17+36 3:1 MAX. 3:1 MAX. TRAVEL LANE TRAVEL LANE B 2% 2% L WHITE AVE. R.O.W. PGL R.O.W. 55’ 55’ 35’ 35’ 20’ 20’ 8’ 12’ 12’ 8’ 6’ 6’ B 2% 2% R.O.W. PROPOSED TYPICAL SECTION VIRGINIA PKWY. (FM 3038) STA. 11+20 TO STA. 15+00 L VIRGINIA PKWY. TRAVEL LANES 7.5’ 6.5’-7.5’ TRAVEL LANES 14’-15’ 26.5’-27.5’ 3:1 MAX. 3:1 MAX. R.O.W. PGL 67’ 81’ 33’ 33’ 40’ 9’ 5’ 5’ PROPOSED TYPICAL SECTION VIRGINIA PKWY. (SP 359) STA. 15+00 TO STA. 17+42 B 2% 2% R.O.W. L VIRGINIA PKWY. TRAVEL LANES TRAVEL LANES 8’ 3:1 MAX. 15’ 23’ 40’ 3:1 MAX. R.O.W. PGL 5’ MIN. 81’ 33’ 24’ 28’ 67’ 5’ 5’ 5’ PROPOSED TYPICAL SECTION NORTH PARK DR. STA. 10+02 TO STA. 11+00 50’ 13’ 13’ TRAVEL LANE TRAVEL LANE 3:1 MAX. 3:1 MAX. B 2% R.O.W. L NORTH PARK DR. 2% R.O.W. PGL 12’ 12’ 6’ 6’ 10+00 15+00 20+00 570 580 590 600 610 620 596.54 599.94 603.19 604.20 605.31 606.25 607.33 608.22 609.46 610.12 610.49 611.06 STA = 12+10.00 EL = 603.14’ (+)3.38 % (+)1.02 % L = 150.00’ K = 63 ex = -0.44’ STA = 15+00.00 EL = 606.09’ (+)1.02 % (+)0.53 % L = 100.00’ K = 203 ex = -0.06’ STA = 16+10.00 EL = 606.67’ (+)0.53 % (+)1.56 % L = 100.00’ K = 96 ex = 0.13’ STA = 17+20.00 EL = 608.39’ (+)1.56 % (+)0.70 % L = 60.00’ K = 70 ex = -0.06’ 15+00 602.47 604.05 605.07 606.03 606.70 608.07 VPC STA 11+35.00 EL. = 600.60’ VPT STA 12+85.00 EL. = 603.90’ VPC STA 14+50.00 EL. = 605.58’ VPT STA 15+50.00 EL. = 606.35’ VPC STA 16+90.00 EL. = 607.92’ VPT STA 17+50.00 EL. = 608.60’ VPC STA 15+60.00 EL. = 606.40’ VPT STA 16+60.00 EL. = 607.45’ 10+00 15+00 600 610 620 630 640 650 660 631.95 634.61 637.11 638.94 640.25 641.77 645.33 649.64 653.82 656.92 STA = 12+60.00 EL = 638.25’ (+)1.83 % (+)0.52 % L = 70.00’ K = 53 ex = -0.11’ STA = 13+70.00 EL = 638.82’ (+)0.52 % (+)2.12 % L = 110.00’ K = 68 ex = 0.22’ STA = 15+40.00 EL = 642.43’ (+)2.12 % (+)3.90 % L = 120.00’ K = 68 ex = 0.27’ STA = 16+55.00 EL = 646.91’ (+)3.90 % (+)5.51 % L = 110.00’ K = 68 ex = 0.22’ 15+00 638.46 639.50 641.61 644.77 649.40 VPC STA 12+25.00 EL. = 637.61’ VPT STA 12+95.00 EL. = 638.43’ VPC STA 13+15.00 EL. = 638.54’ VPT STA 14+25.00 EL. = 639.99’ VPC STA 14+80.00 EL. = 641.16’ VPC STA 16+00.00 EL. = 644.77’ VPT STA 17+10.00 EL. = 649.94’ 10+00 580 590 600 610 620 610.18 606.74 STA = 10+02.00 EL = 608.68’ (-)2.00 % STA = 10+78.00 EL = 607.54’ (-)1.50 % (-)3.65 % L = 44.00’ K = 20 ex = -0.12’ 608.72 606.74 VPC STA 10+56.00 EL. = 607.87’ VPT STA 11+00.00 EL. = 606.74’ 10+00 580 590 600 610 620 630 617.34 618.42 619.24 619.81 STA = 10+02.00 EL = 616.02’ (-)2.00 % (+)1.50 % STA = 10+35.00 EL = 616.51’ (+)3.20 % L = 60.00’ K = 35 ex = 0.13’ STA = 10+90.00 EL = 618.27’ (+)1.42 % L = 45.00’ K = 25 ex = -0.10’ 616.06 618.38 VPC STA 10+05.00 EL. = 616.06’ VPT STA 10+65.00 EL. = 617.47’ VPC STA 10+67.50 EL. = 617.55’ VPT STA 11+12.50 EL. = 618.59’ 10+00 580 590 600 610 620 630 620.11 621.96 STA = 10+02.00 EL = 619.43’ (-)2.00 % (+)1.50 % STA = 10+07.00 EL = 619.50’ (+)4.11 % STA = 10+45.00 EL = 621.07’ (+)1.68 % L = 60.00’ K = 25 ex = -0.18’ 619.47 VPC STA 10+15.00 EL. = 619.83’ VPT STA 10+75.00 EL. = 621.57’ 10+00 580 590 600 610 620 616.41 614.97 STA = 10+02.00 EL = 615.07’ (-)2.00 % (+)1.50 % STA = 10+10.00 EL = 615.19’ (+)1.83 % STA = 10+60.00 EL = 616.11’ (-)3.00 % L = 100.00’ K = 21 ex = -0.60’ 615.11 614.88 VPC STA 10+10.00 EL. = 615.19’ VPT STA 11+10.00 EL. = 614.61’ 10+00 580 590 600 610 620 630 640 650 633.74 637.15 638.96 640.44 STA = 10+02.00 EL = 633.81’ (-)2.00 % STA = 10+10.00 EL = 633.93’ (+)1.50 % (+)2.50 % STA = 10+40.00 EL = 634.68’ L = 60.00’ K = 42 ex = 0.11’ STA = 11+10.00 EL = 637.44’ (+)3.94 % (+)1.78 % L = 60.00’ K = 28 ex = -0.16’ 633.85 636.97 VPC STA 10+10.00 EL. = 633.93’ VPT STA 10+70.00 EL. = 635.86’ VPC STA 10+80.00 EL. = 636.26’ VPT STA 11+40.00 EL. = 637.97’ 1 4 CSJ:0047-14-046 CSJ:0047-06-108 District Engineer DALLAS DISTRICT LAVON LAKE 3364 DALLAS DISTRICT 137 SCALE 0 1 2 3 4 5 6 MILES N GRAYSON CO. DALLAS CO. ROCKWALL CO. MARILEE CELINA RHEA MILLS WESTON ANNA DESERT BLUE RIDGE PIKE FARMERSVILLE NEVADA LAVON WYLIE MURPHY PLANO SHEPTON PRINCETON VERONA VALDASTA MC KINNEY CULLEOKA SEDALIA HUNT CO. DENTON CO. 544 289 3193 2478 544 2514 2551 2170 5 75 2170 1378 1378 2514 78 544 205 365 2755 1138 6 1778 1138 78 509 982 3286 547 547 6 1777 66 1827 75 982 1377 2756 2194 446 380 455 121 2862 3133 160 78 981 1562 981 78 78 545 543 455 75 5 5 1461 289 483 455 428 455 2478 439 439 1193 2478 380 75 3038 359 2933 720 289 2934 720 33 121 546 COLLIN COUNTY FANNIN CO. 3356 3412 LUCAS ALLEN 2786 Scale: Vertical 1:20 C 2010 R Texas Department of Transportation Design Schematic C 2010 by Texas Department of Transportation BEGIN PROJECT END PROJECT Horizontal 1:200 10’ 10’ 4’ 4’ 4’ 4’ 2 @ 12’ 2 @ 12’ 2 @ 12’ 2 @ 12’ 6’ 6’ Varies Varies Right of Way Right of Way PGL PGL PGL PGL 24’ 24’ 24’ 24’ 36’ 6:1 usual 6:1 usual 3:1 max 3:1 max 3:1 max 3:1 max 3:1 max 3:1 max 1.5% 1.5% NB Mainlanes NB Frontage Road SB Mainlanes SB Frontage Road 2% 2% 2% 2% 12’ 12’ usual usual usual 4’ 4’ 4’ 300’ usual C Roll of Original Approved October 2003 U.S. 75 Collin County CSJ: 0047-06-108 0047-14-046 Design Speed: Mainlanes 70 mph Functional Class.2: Urban Freeway Major Cross Streets 40 mph Minor Cross Streets 30 mph Frontage Rds 40 mph Project Length = 3.44 miles SPUI Connectors 20 mph Freeway Ramps 45 mph L SCHEMATIC PREPARED BY: Prepared by or under the Direct Supervision of: 86945 P.E. NUMBER DATE NAME FOR INTERIM REVIEW ONLY. NOT FOR PERMITTING, BIDDING OR CONSTRUCTION. 1-11-2010 William L. Hale, P.E. From Spur 399 (South SH 121) To South of US 380 Revised - July 2009 John Hudspeth US 75 US 75 VIRGINIA PKWY 2005/2025 AVERAGE DAILY TRAFFIC VOLUMES (TxDOT TPP) FM 3038 US 75 Park View Valley Creek Creek Wilson 9900 15,900 2400 3900 7500 12,000 7500 12,000 4500 7200 30,100 48,200 30,100 48,000 9900 15,900 2400 3800 7500 12,100 7500 12,100 4600 7300 32,500 52,100 32,500 51,800 32,500 51,800 32,500 52,100 28,000 44,900 27,900 44,500 12,000 19,200 12,100 19,400 2400 3900 2400 3800 9600 15,400 9700 15,500 100 200 100 200 100 200 100 200 4300 6900 3100 5000 3100 5000 3100 5000 2000 3200 2100 3400 8400 13,500 8500 13,600 30,300 48,400 30,300 48,400 30,400 48,700 30,400 48,700 10,500 16,800 10,500 16,900 6000 9600 6000 9600 4500 7300 34,300 54,900 34,300 54,800 28,300 45,200 28,300 45,300 3100 5000 3100 5000 4300 6900 3100 5000 4500 7200 US 75 US 75 WHITE ST US 380 US 75 4500 7300 34,300 54,900 34,300 54,900 34,300 54,800 34,300 54,800 4500 7200 100 200 100 200 100 200 100 200 2400 3900 400 700 800 1300 2100 3400 2100 3400 800 1300 400 700 2400 3900 12,700 20,300 12,700 20,300 3800 6200 3800 6100 21,600 34,600 21,600 34,600 21,600 34,500 21,600 34,500 16,500 26,400 16,500 26,500 6000 9700 6000 9600 100 200 100 200 100 200 100 200 10,600 17,000 3800 6100 1900 3100 5600 9000 1900 3100 5600 9000 10,600 17,000 3800 6100 600 1000 500 800 21,100 33,700 21,000 33,600 6600 10,700 6500 10,400 2005/2025 AVERAGE DAILY TRAFFIC VOLUMES (TxDOT TPP) N 1%%d 49’ 29.73" E MATCHLINE STA 815+00.00 RCP CULVERT RCP CULVERT RCP CULVERT RCP CULVERT L PROPOSED PGL 2 B21 B22 B23 B24 C9 C13 C14 C15 U3 U4 V1 V4 Z3 Z4 AA2 AA3 AA4 XH1 SOUTHBOUND US 75 NORTHBOUND US 75 48’ 48’ 14’ L SBFR4 B L NBFR3 B SBFR NBFR B L XVIR B L XNPK B L XBDA B L XGRN B L XRDB B L XBDS B L XWHI L RNB06 B L RSB06 B L RSB07 B L RNB07 B L RSB08 B L RNB08 B L NBFR3 B L SBFR4 B L US75 C L US75 C C U1 L XVIR STA. 13+09.88= L SBFR4 STA. 821+10.91 B B L US75 STA. 821+18.72= L XVIR STA. 14+95.93 C B L XVIR STA. 16+65.36= L NBFR3 STA. 821+74.38 B B 15’ R TYP. 12’ R TYP. 12’ R TYP. DRIVEWAY (DRVN17) DRIVEWAY (DRVN18) DRIVEWAY (DRVN19) R1 20’ R TYP. DRIVEWAY (DRVS17) 25’ R TYP. DRIVEWAY (DRVS18) R2 10’ R TYP. DRIVEWAY (DRVS19) 10’ R TYP. 10’ R TYP. S1 DRIVEWAY (DRVS20) DRIVEWAY (DRVS21) DRIVEWAY (DRVS22) 10’ R TYP. 4’ R TYP. DRIVEWAY (DRVS23) 10’ R TYP. C10 6’ R TYP. EX. R.O.W. EX. R.O.W. B18 END RET. WALL SB14 BEGIN RET. WALL VA1 L US 75 STA 820+03.24 OFFSET = 98.00’ LT END RET. WALL NB15 END RET. WALL VA1 L US 75 STA 820+04.87 OFFSET = 98.00’ RT C U2 BEGIN RET. WALL SB15 BEGIN RET. WALL VA2 L US 75 STA 822+32.57 OFFSET = 98.84’ LT C C C BEGIN RET. WALL NB16 END RET. WALL VA2 L US 75 STA 822+34.20 OFFSET = 98.00’ RT DRIVEWAY (DRVN20) DRIVEWAY (DRVN21) 10’ R TYP. 10’ R TYP. DRIVEWAY (DRVN22) DRIVEWAY (DRVN23) DRIVEWAY (DRVN24) 20’ R TYP. 12’ R TYP. 25’ R TYP. T1 T2 25’ R TYP. DRIVEWAY (DRVN25) 20’ R TYP. DRIVEWAY (DRVN26) END RET. WALL SB15 L US 75 STA 830+50.00 OFFSET = 120.00’ LT 25’ R TYP. DRIVEWAY (DRVS24) 20’ R TYP. DRIVEWAY (DRVS25) C C C11 BEGIN RET. WALL SB16 L US 75 STA 829+00.00 OFFSET = 86.00’ LT B19 C DRIVEWAY (DRVN27) LEGEND BB5 CURVE NO. RETAINING WALL CONTROL OF ACCESS EXISTING RIGHT OF WAY BRIDGE/ROADWAY REMOVAL 15’ R TYP. 15’ R TYP. DRIVEWAY (DRVN28) T3 15’ R TYP. DRIVEWAY (DRVN29) T4 9’ R TYP. 10’ R TYP. DRIVEWAY (DRVN30) DRIVEWAY (DRVN31) 15’ R TYP. L XBDA STA. 10+00.00= L NBFR3 STA. 837+86.21 L XGRN STA. 10+00.00= L NBFR3 STA. 842+48.31 L XWHI STA. 16+58.80= L NBFR3 STA. 863+37.05 B B B B B B B B END PROJECT STA. 874+62.27 N 7130377.59, E 2538531.60 SEE TxDOT PROJECT FOR US75/US380 INTERCHANGE CSJ:0047-14-063 END PROJECT STA. 874+62.27 EL = 661.84 SEE TxDOT PROJECT FOR US75/US380 INTERCHANGE CSJ:0047-14-063 L XNPK STA. 10+00.00= L SBFR4 STA. 837+26.27 L XBDS STA. 10+00.00= L SBFR4 STA. 841+86.51 L XWHI STA. 13+23.86= L SBFR4 STA. 862+68.95 L US75 STA. 862+79.08= L XWHI STA. 14+98.01 END RET. WALL SB16 L US 75 STA 836+00.00 OFFSET = 86.00’ LT V2 50’ R TYP. 50’ R TYP. 50’ R TYP. 50’ R TYP. 35’ R TYP. 20’ R TYP. 25’ R TYP. 15’ R TYP. 35’ R TYP. 35’ R TYP. 20’ R TYP. 19’ R TYP. DRIVEWAY (DRVN32) DRIVEWAY (DRVN33) DRIVEWAY (DRVN34) 10’ R TYP. W1 DRIVEWAY (DRVN35) 15’ R TYP. W2 DRIVEWAY (DRVN36) 15’ R TYP. DRIVEWAY (DRVN37) 15’ R TYP. 15’ R TYP. 12’ R TYP. DRIVEWAY (DRVN38) DRIVEWAY (DRVN39) 15’ R TYP. L XRDB STA. 10+00.00= L NBFR3 STA. 854+07.54 W3 DRIVEWAY (DRVN40) DRIVEWAY (DRVN41) 15’ R TYP. 15’ R TYP. V3 END RET. WALL NB16 L US 75 STA 830+00.00 OFFSET = 120.00’ RT DRIVEWAY (DRVN42) W4 15’ R TYP. 10’ R TYP. DRIVEWAY (DRVN43) DRIVEWAY (DRVN44) 10’ R TYP. 10’ R TYP. X1 20’ R TYP. DRIVEWAY (DRVN45) BEGIN RET. WALL NB17 L US 75 STA 847+50.00 OFFSET = 120.00’ RT B20 END RET. WALL NB17 END RET. WALL WH1 L US 75 STA 861+71.98 OFFSET = 98.00’ RT 35’ R TYP. Y2 60’ R TYP. 50’ R TYP. Z1 DRIVEWAY (DRVN46) 15’ R TYP. 15’ R TYP. BEGIN RET. WALL NB18 END RET. WALL WH2 L US 75 STA 863+90.23 OFFSET = 98.00’ RT DRIVEWAY (DRVN47) DRIVEWAY (DRVN48) 15’ R TYP. Z2 20’ R TYP. DRIVEWAY (DRVN49) DRIVEWAY (DRVN50) DRIVEWAY (DRVN51) 15’ R TYP. 15’ R TYP. END RET. WALL NB18 L US 75 STA 870+00.00 OFFSET = 116.00’ RT B B C B B B B B C C C C C 60’ R TYP. 60’ R TYP. BEGIN RET. WALL SB17 L US 75 STA 843+05.70 OFFSET = 163.00’ LT END RET. WALL SB17 L US 75 STA 848+05.70 OFFSET = 163.00’ LT BEGIN RET. WALL SB17 L US 75 STA 846+00.00 OFFSET = 120.00’ LT DRIVEWAY (DRVS26) DRIVEWAY (DRVS27) A2 DRIVEWAY (DRVS28) C C 20’ R TYP. 20’ R TYP. 25’ R TYP. END RET. WALL SB17 BEGIN RET. WALL WH1 L US 75 STA 861+50.38 OFFSET = 98.00’ LT Y1 X2 BEGIN RET. WALL SB18 BEGIN RET. WALL WH2 L US 75 STA 863+67.45 OFFSET = 98.00’ LT C END RET. WALL SB18 L US 75 STA 871+12.33 OFFSET = 116.00’ LT DRIVEWAY (DRVS29) 20’ R TYP. C TYP. 48’ 54’ 48’ 10’ TYP. 4’ TYP. 4’ TYP. 60’ 60’ 40’ 64’ 40’ 64’ 52’ 40’ 40’ 64’ 40’ 60’ 60’ 48’ 48’ 40’ 52’ 40’ 40’ 40’ 40’ 14’ TYP. 8’ TYP. 27’ TYP. 2’ TYP. VIRGINIA PKWY. (FM 3038) (XVIR) WHITE AVE. (XWHI) NORTH PARK RD. (XNPK) BOIS D ARC RD. (XBDA) BOIS D ARC RD. (XBDS) GREENWOOD RD. (XGRN) REDBUD TR. (XRDB) C C VIRGINIA PKWY. (FM 3038) VIRGINIA PKWY. (SP 359) NORTH PARK DR. BOIS D ARC RD. BOIS D ARC RD. GREENWOOD RD. REDBUD TR. WHITE WHITE AVE. HERITAGE DR. HERITAGE BLVD. UNIVERSITY DR. (US 380) 2 EXISTING @ C US 75 16.5’ MIN. 16.5’ MIN. C S2 END BRIDGE L US 75 STA. 822+35.72 BEGIN BRIDGE L US 75 STA. 820+01.72 C BEGIN BRIDGE L US 75 STA. 861+58.74 C12 C END BRIDGE L US 75 STA. 863+81.09 AA1 64’ C BEGIN BRIDGE L US 75 STA. 820+01.72 END BRIDGE L US 75 STA. 822+35.72 C C BEGIN BRIDGE L US 75 STA. 861+58.74 END BRIDGE L US 75 STA. 863+81.09 C C AVE. PROPOSED PGL EXISTING @ B XVIR L PROPOSED PGL EXISTING @ B XWHI L PROPOSED PGL L PROPOSED PGL EXISTING @ B XBDA L PROPOSED PGL EXISTING @ B XBDS L PROPOSED PGL L PROPOSED PGL L EXISTING @ B XNPK EXISTING @ B XGRN EXISTING @ B XRDB

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4121640.52A

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15069602.43BFOC 26

15070602.31BFOC 25

15071600.56BFOC 24

15072599.92BFOC 23

15073599.47BFOC 22

15074599.17BFOC 21

15080598.86BFOC 20

15081598.50BFOC 19

15082597.97BFOC 18

15083597.73BFOC 17

15084598.05BFOC 16

15085597.58BFOC 15

15086597.44BFOC 14

15087597.33BFOC 13

15088597.52BFOC 12

15089597.65BFOC 11

15090597.72BFOC 10

15091597.41BFOC 9

15093597.24BFOC 8

15094596.99BFOC 7

15095596.63BFOC 615096

596.40BFOC 5 15075

599.32BFOC 1

15076599.28BFOC 2

15077599.27BFOC 3

15078599.16BFOC 4

15079599.18BFOC 5

4087629.02BG

4088628.97BG

4089628.90BG

4090628.59BG

4091628.80BG

4092628.93BG

4093629.48BG

4094629.43BG

4095629.42BG

4096628.44BG

10221595.01BG 11

10313594.58BG 10

10314594.01BG 9

10315593.76BG 8

10316593.67BG 7

10317592.95BG 6

10319592.63BG 5

10320591.11BG 2

10317592.95BG1A

10318593.28BG1A

2726610.19BG 1

2729611.35BG 2

2732611.34BG 3

2733611.40BG 4

2734611.27BG 5

2735611.35BG 6

2736611.63BG 7

2737611.54BG 8

2738611.46BG 9

2740610.46BG 10

2741610.32BG 11

2743610.33BG 12

2744610.85BG 13

2745610.91BG 14

2746610.86BG PAINT ONLY

2747610.76BG PAINT ONLY

2748610.74BG PAINT ONLY

2749611.00BG

10334624.30BG 11

10335623.87BG 12

10336618.71BG 13

10337613.76BG 14

10338608.98BG 15

10339605.42BG 16

10340605.74BG 17

10341605.71BG 18

10342605.93BG 19

10343606.90BG 20

10344607.21BG 21

10345607.12BG 22 FLAGS STOP

10346607.21BG

10347607.19BG

10348606.98BG

10349607.23BG

10350607.16BG

10351607.19BG

10332624.59BG 13

10333624.35BG 14

10357620.61BG 15

10358615.94BG 16

10359611.09BG 17

10360606.88BG 18

10361604.65BG 19

10362605.51BG 20

10363605.30BG 21

10364605.80BG 22

10365606.64BG 23

10366606.60BG 24

10367606.37BG 25

10368606.61BG 26 FLAGS STOP

10369606.74BG

10370606.87BG

10371606.87BG

4080625.34WATER PAINT MARK

4081626.74WATER PAINT MARK

4082629.27WATER PAINT MARK

4101631.91WATER PAINT MARK

4102634.66WATER PAINT MARK

4103636.48WATER PAINT MARK

10018638.19UGFOC 1-800-344-8377 COLLI

10132603.08AT&T CABLE BOX

10257602.93ELEC. OUTLET

10272604.64CROSSING LIGHT 1.0 O/S N.

10353607.22GAS VENT PIPE

10354606.48GAS VENT PIPE10376

606.894" CONDUIT 1.0 O/S N

10377606.634" CONDUIT 1.0 O/S N

10380605.854" STL CONDUIT1.0 O/S N

10447606.30PAINT MARK

10456606.29PAINT MARK

10457606.21PAINT MARK

10458606.30PAINT MARK

10466604.97PAINT MARK

10467604.84PAINT MARK

10468604.83PAINT MARK

10469605.03PAINT MARK

10470605.09PAINT MARK

10471605.14PAINT MARK

10472605.07PAINT MARK

10473604.86PAINT MARK

10474604.73PAINT MARK

10475604.76PAINT MARK

10476604.92PAINT MARK

10477605.00PAINT MARK

10478604.81PAINT MARK

10479604.51PAINT MARK

10480604.71PAINT MARK

10630604.89PAINT MARK

10631604.71PAINT MARK

10632604.37PAINT MARK

10633604.86PAINT MARK

15009595.213"PVC

15010594.95STANDPIPE

4097629.85BSS

4098629.89BSS

4099630.02BSS

10207591.30BSS 3

10211591.56BSS 4

10212592.18BSS 5

10213592.69BSS 6

10214593.26BSS 7

10215593.50BSS 8

10216594.29BSS 910217

594.34BSS

10218594.45BSS 10

10219594.90BSS 11

10220595.18BSS 12

10626590.70BSS 2

4131644.22BT

4132643.40BT

4133642.38BT

4134641.84BT

4135640.46BT

4136640.03BT

4137639.69BT

4138638.68BT

4156638.72BT

4159638.46BT

4160638.52BT

4164638.66BT

4244611.61BT

4245611.74BT

4246611.66BT

4247611.20BT

4161638.51BT

4162638.99BT

4163638.52BT

10279602.38BT 48

10280601.83BT 49

10281601.70BT 50

10282600.81BT 51

10283600.54BT 52

10284599.92BT 53

10285599.42BT 54

10286599.08BT 55

10287599.23BT 56

10288598.44BT 57

10289597.73BT 58

10290597.50BT 59

10291597.39BT 60

10292597.08BT 61

10293596.86BT 62

10294596.80BT 63

10295596.32BT 64

10296595.83BT 65

10297595.32BT 66

10298594.95BT 67

10299594.49BT 68

10300593.81BT 69

10301593.25BT 70

10302592.63BT 71

10303592.33BT 72

10304592.34BT 73

10305592.17BT 74

10306592.09BT 75

10307592.19BT 76

10308592.13BT 77

10309591.77BT 78

10310591.38BT 79

10311591.29BT 80

10391608.75BT 1

10392608.88BT 2

10395608.82BT 3

10396608.20BT 4

10399608.00BT 5

10400607.95BT 6

10404608.52BT 7

10405608.23BT 8

10406607.94BT 9

10409607.79BT 10

10410607.57BT 11

10413607.52BT 12

10414607.25BT 13

10417607.25BT 14

10418607.07BT 15

10421606.75BT 16

10422606.60BT 17

10425606.60BT 18

10426606.44BT 19

10427606.11BT 20

10439605.76BT 21

10440605.77BT 22

10441605.77BT 23

10442605.69BT 24

10448606.21BT 45

10449606.27BT 27

10453606.19BT 43

10454606.03BT 44

10455605.82BT 40

10459605.02BT 28

10463604.75BT 29

10464604.73BT 30

10465604.72BT 31

10636603.98BT 42

15108602.93BT 47

15109603.74BT 41

10390608.94BT 44

10393609.00BT 43

10394609.08BT 42

10397608.97BT 41

10398608.30BT 40

10401608.48BT 39

10402608.51BT 38

10403608.38BT 37

10407608.02BT 36

10408607.78BT 35

10411607.51BT 34

10412607.40BT 33

10415607.33BT 32

10416607.30BT 31

10419607.30BT 30

10420606.95BT 29

10423606.65BT 28

10424606.48BT 27

10428606.17BT 24

10429606.22BT 23

10430606.14BT 22

10431605.98BT 21

10432605.97BT 20

10433606.11BT A

10434606.15BT B

10435606.15BT C

10443605.93BT 19

10444605.80BT 18

10445606.20BT 5

10446606.20BT 15

10451606.20BT 12

10452605.99BT 9

10460605.39BT 11

10461605.20BT 10

10462604.94BT 9

10634604.35BT 4

10635603.80BT 3

15018595.55BT 1

15019596.14BT 2

15020596.31BT 3

15021596.40BT 4

15023596.67BT 5

15024596.63BT 6

15025596.80BT 7

15026597.07BT 8

15027597.16BT 9

15028597.31BT 10

15029597.37BT 11

15030597.52BT 12

15031597.74BT 13

15032597.58BT 14

15033597.84BT 15

15034598.47BT 16

15037598.71BT 17

15038598.97BT 18

15039599.20BT 19

15040599.54BT 20

15041600.17BT 21

15042600.36BT 22

15043600.47BT 23

15044600.80BT 24

15045600.93BT 25

15046601.13BT 26

15047601.71BT 27

15051601.97BT 28

15052602.22BT 29

15053602.33BT 30

15054602.63BT 31

15055602.69BT 32

15056603.02BT 33

15057602.97BT 34

15058603.11BT 35

15059603.24BT 36

15060603.38BT 37

2619610.74BT 1

2620610.06BT 2

2621610.13BT 3

2622610.39BT 4

2624610.14BT 5

2625610.06BT 6

2626610.15BT 7

2628609.63BT 8

2629609.54BT 9

2630609.61BT 10

2631609.60BT 11

2632610.30BT 12

2634610.63BT PAINT ONLY

2635610.60BT

2636610.62BT

2637610.67BT

2638610.67BT

2639610.88BT

2640610.82BT

2641610.98BT

2642611.26BT

2643611.43BT

2644611.46BT

2645611.42BT PAINT ONLY

2650611.46BT 28

2651610.92BT 29

2652610.70BT 30

2653610.70BT 30

4104637.50BW

4105637.74BW

4106638.31BW

4108638.43BW

4109638.51BW

4112638.89BW

4115638.66BW

4129644.07BW

4130643.19BW

4220615.10BW 4221

616.44BW

4222615.97BW

4223615.96BW

4224616.25BW

4225616.22BW

4226616.17BW

4227616.04BW

4228615.93BW

4229615.29BW

4230611.62BW

4237616.49BW

4238616.55BW

4239616.66BW

4107638.38BW

4108638.43BW

4210616.03BW 1

4211615.74BW 2

4212615.39BW 3

4213615.24BW 4

4214617.02BW 5

4215619.77BW 6

4227616.04BW

4232616.17BW

4231615.92BW

10198592.68CATVP

CATVP

4071640.43COL

2753607.43DI

2754607.35DI

2755607.27DI

2756607.32DI

2595605.40DUCT 35

2596605.56DUCT 34

2597605.80DUCT 33

2598606.10DUCT 32

2599606.35DUCT 31

2600606.58DUCT 30

10133602.75DUCT 9

10134602.44DUCT 10

10135602.33DUCT 11

10136602.20DUCT 12

10138602.23DUCT

10139602.70DUCT 13

10140602.93DUCT 14

10141602.51DUCT 15

10142602.61DUCT 16

10143602.67DUCT 17

10144602.64DUCT 18

10145602.62DUCT 19

10146602.67DUCT 20

10147602.55DUCT 21

10148602.32DUCT 22

10158602.33DUCT 23

10159601.43DUCT 24

10160601.18DUCT 25

10161601.03DUCT 26

10162600.82DUCT 27

10163600.06DUCT 28

10164599.11DUCT 29

10166598.37DUCT 30

10169597.80DUCT 31

10170597.55DUCT 32

10171597.07DUCT 33

10172596.04DUCT 34

10173595.26DUCT 35

10174594.60DUCT 36

10175593.28DUCT 37

10176592.75DUCT 38

10177592.53DUCT 39

10178592.73DUCT 40

10180592.70DUCT 41

10181592.20DUCT 42

10250602.73DUCT 2

10251603.09DUCT 3

10252603.57DUCT 4

10253603.57DUCT 5

10254603.41DUCT 6

10255602.90DUCT 7

10256602.50DUCT 8

10450606.20DUCT 1

10625590.76DUCT 44

10627592.29DUCT 43

10096595.68DUCT 36

10097595.69DUCT 35

10098595.63DUCT 34

10099595.32DUCT 33

10100595.50DUCT 32

10101595.69DUCT 31

10102596.24DUCT 30

10103596.16DUCT 29

10104596.67DUCT 28

10105596.53DUCT 27

10106596.68DUCT 26

10107597.02DUCT 25

10108597.09DUCT 24

10109597.26DUCT 23

10110597.39DUCT 22

10111597.28DUCT 21

10112597.37DUCT 20

10113597.50DUCT 19

10114597.80DUCT 18

10115598.46DUCT 17

10116598.57DUCT 16

10117599.06DUCT 15

10118599.44DUCT 14

10119601.16DUCT 13

10120601.76DUCT 12

10121602.21DUCT 10 10122

602.59DUCT 9

10123602.85DUCT 8

10124603.02DUCT 7

10125603.25DUCT 6

10126603.28DUCT 5

10127602.85DUCT 4

10128602.87DUCT 3

10129602.94DUCT 2

10130602.88DUCT 1

10131603.09DUCT

2593604.81DUCT 37

2594605.04DUCT 36

2606607.48DUCT 29

2607607.72DUCT 28

2691607.43DUCT 27

2692607.50DUCT 26

2693608.12DUCT 25

2694608.16DUCT 24

2695608.57DUCT 23

2696608.87DUCT 22

2697608.98DUCT 21

2698609.21DUCT 20

2699609.49DUCT 19

2700609.94DUCT 18

2701610.15DUCT PAINT ONLY

2702610.26DUCT

2703610.21DUCT

2704609.78DUCT 14

2705609.83DUCT 13

2706610.00DUCT 12

2707611.15DUCT

2708611.30DUCT

2709611.38DUCT

2710611.51DUCT

2712611.70DUCT

2715611.38DUCT

2716611.01DUCT

2717610.84DUCT 7

2718610.87DUCT 6

2719611.77DUCT

2720611.77DUCT

2721611.89DUCT

2722611.77DUCT

2723611.82DUCT

2725610.28DUCT 1

10261604.69DUCT 37

10262604.46DUCT 38

10263604.26DUCT 39

10273604.02DUCT 40

10274603.73DUCT 41

10275603.41DUCT 42

10276603.23DUCT 43

E

2659610.50EB

EB

E

10491606.51EB 2.0 O/S N.

EB

EM

10013638.32EM 2.0 O/S SOUTH

EM

EM

10199592.36EM 1.0 O/S S.EM

EM

10200593.04EM 1.0 O/S S.

EM

EM

10491606.51EM

EM

EM

15101603.65EM EM

2609608.22FH

2647611.05FH

FH

2685608.21FH

4085629.00FH

10005637.45FH

10186600.33FH

10188595.73FH

10323603.78FH #1601

10383607.28FH

10498606.68FH

10508606.13FH

15002609.61FH

15006595.01FH

15011595.78FH

15036598.42FH

2583600.34FL 18"RCP IN N

2584600.31FL 24"RCP OUT W

2585600.36FL 24"RCP

2586599.95FL 24"RCP

2589601.78FL 18"RCP OUT S

2601601.91FL 18"RCP

2614605.07FL 18"RCP OUT N

2681602.60FL 44"RCP IN E & OUT W

2683602.06FL 44"RCP IN E & OUT W

2728605.14FL 44" IN E & OUT W

2751602.70FL 30"RCP OUT SW

2752602.66FL 30"RCP IN N

2758602.70FL 30"RCP IN N & OUT S

4174629.65FL 24" RCP

4175628.97FL 18" RCP

4201611.74FL 18"RCP

4242607.54FL 18"RCP

4257604.97FL 30"RCP

4259607.52FL 18"RCP

4260606.50FL 21"RCP

4262606.62FL 18"RCP

4263606.61FL 18"RCP

10266599.94FL 18"RCP

10484601.99FL 18"RCP

10510590.29FL 24"RCP

10511590.33FL 24"RCP

10512589.87FL 24"RCP

10619610.15FL 38"RCP

10620610.09FL 38"RCP

10621609.86FL 38"RCP

10622611.68FL 18"RCP

GT

4169635.90GTS

GTS

GT

10312593.32GTS GTS

GV

10356606.43GVGV

10265602.96IN

10483605.49IN

10623614.56IN

4077624.46KVT 2.00 O/S NKVT

10007638.16KVT 51"-O/S 4.0 SOUTH

4068640.49L

4069640.49L

4070640.49L

4071640.43L

10015637.60L

10016637.70L10017637.83L

10267604.67L TSBX

10268604.66L

10269604.40L

10270604.62L

15110603.65L

15111603.58L

15113603.35L

15111603.58L

15112603.73L

2655611.28LP

2670609.59LP

4100633.02LP 2.00 O/S N

4147638.76LP 2.00FT O/S N

4261612.16LP 2.00FT O/S N

4264621.63LP 2.00FT O/S S

10222596.08LP 1.0 O/S N.

10230598.67LP 1.0 O/S S.

10247604.24LP

15092597.81LP

2617609.59PP

PP

2618609.97PPPP

2646611.36PP

PP

2675609.60PP

PP

2711611.43PPPP

2724611.77PPPP

4049647.99PP 2.00FT O/S N

4059641.35PP 2.00FT O/S N

4060640.46PP 2.00FT O/S N EM

4075638.04PP 2.00 O/S S

4076634.42PP 2.00 O/S N

4170636.61PP 2.00 FT O/S N W/BE DIP

4171634.49PP 2.00 FT O/S N W/BE DIP

4180633.59PP 2.00 O/S N

4183629.76PP 2.00FT O/S S

4185627.63PP 2.00FT O/S S W/ BE DIP

4187624.94PP 2.00FT O/S S

4193622.29PP 2.00FT O/S S

4194617.60PP 2.00FT O/S S

4206617.27PP 2.00FT O/S S W BE DIP

4207616.63PP 2.00FT O/S S

4243611.17PP 2.00FT O/S S

4250610.64PP 2.00FT O/S S

10013638.32PP

PP

10149602.73PP 2.0 O/S N

10155602.81PP

PP10156602.73PP 2.0 O/S N.

10165599.78PP 2.0 O/S N.

10199592.36PP

PP

10200593.04PP

PP

10325605.01PP 1.0 O/S N.

10378606.74PP 1.0 O/S N

10379605.76PP 1.0 O/S N

10382607.78PP 2.0 O/S N.

10385607.75PP 2.0 O/S N.

10386608.11PP 2.0 O/S N.

PP

10387609.36PP 2.0 O/S N.

PP

10438606.86PP 2.0 0/S N.PP

10482608.79PP 2.0 O/S N.

PP

10486607.29PP 2.0 O/S S.

PP

10489607.30PP 2.0 O/S S.

PP10490607.56PP 2.0 O/S S.

PP

10491606.51PPPP

PP

10495607.51PP 2.0 O/S N.

PP10502609.25PP 1.0 O/S N.

PP10503609.47PP 1.0 O/S N.

PP

10505607.67PP 2.0 O/S N.PP

10509604.51PP 2.0 O/S S.PP

15003609.44PP

PP

15062603.19PP PP

15101603.65PPPP

2592607.49SBSB

2603607.92SBSB

2605608.10SBSB

2610608.69SBSB

2613608.70SB

SB

2684608.45SB

SB

2690608.31SBSB

4065640.47SB

SB4066639.86SBSB

4072640.37SB

SB4073638.92SB

SB

4145639.67SBSB

10008638.74SB

SB

10019639.09SB

SB

10065603.82SB

SB

10194592.78SBSB

10248604.39SBSB

10259603.90SBSB

10260605.48SB SB

10271604.81SBSB

10277603.60SBSB

10331605.26SBSB

10481606.57SBSB

15102603.61SB

SB

2582604.39SDMH

2588605.85SDMH

2602607.24SDMH

2615608.59SDMH

2680609.27SDMH

2682608.46SDMH

2731610.93SDMH

2759608.24SDMH

4148639.89SDMH

4149639.89SDMH

4178631.73SDMH

4192622.88SDMH

10264604.67SDMH

10618637.64SDMH

2604607.90SL SL

2612608.68SLSL

2689608.40SL CROSSWALK

SL CROSSWALK

4074638.78SL 2.00 O/S NSL

4143639.30SL 2.00FT O/S SSL

10012638.79SL 1.0 O/S SOUTH

SL

10020639.17SL 2.0 O/S NORTH

SL

10258603.71SL 2.0 O/S N.SL

10278603.30SL 2.0 O/S N.SL

15100603.96SLSL

2727611.00ATMOS ATMOS

2739611.46ATMOS

ATMOS

2742610.75ATMOS

ATMOS

2750610.92ATMOS

ATMOS

4050647.60UGTELCABLE SWB

4054642.94UGMKR AT&T 1-800-252-113

4056640.69AT&T

4057640.27COSERV COMM 1-800-COSERV-1

4058641.33COLLIN COUNTY COMMUNITY COL

4083629.24SBC 1-800-545-6005

SBC 1-800-545-6005

4165637.76SWB 1-800-395-0440

4168635.90ATMOS ENERGY1-800-344-8377

4172635.18AT&T

AT&T

4173634.01AT&T

AT&T

4176632.44AT&T

AT&T

4177632.11SWB

SWB

4179633.37COSERV

COSERV

4181629.60ATMOS ENERGY

4184628.49AT&T

AT&T4188623.92 AT&T

AT&T

4190623.32SWBSWB

4191619.10ATMOS ENERGYATMOS ENERGY

4195617.43COSERV

COSERV

4202616.21AT&T

AT&T4204616.27SWB

SWB

4205616.73AT&T

AT&T

4208616.88AT&T

AT&T

4240613.25SWB

SWB

4241612.80AT&T

AT&T

4248610.62SWB

SWB

4249610.64AT&T

AT&T

4251611.04COSERV

COSERV

10010638.84UGFOC COSERV

10011638.67UGFOC AT&T

10157602.67UGFO SWBELL

10167598.30UGFO SWBELL

10184606.22UGFO COSERV

10185609.00UGFO AT&T

UGFO AT&T

10193593.33GPM ATMOS 1-866-322-8667

GPM ATMOS

10324605.06UGFO AT&T 1-800-252-1133 #2

10352607.19GPM ATMOS 1-866-322-8667

GP

M A

TM

OS

1-8

66

-3

22

-8

66

7

10355606.30ATMOS

ATMOS

10381606.09UGFO COSERV 1-800-COSERV-1

UGFO COSERV

10384607.80UGFO 1-877-COSERV1

10389608.93SWBELL 1-800-395-0440

10485607.50UGFO AT&T 1-800-252-1133

10487607.67SWBELL 1-800-395-0440

10488607.94UGFOAT&T 1-800-252-1133

10493607.61UGFO AT&T 1-800-252-1133 #2

10499607.68UGFO AT&T #2665

10500610.20UGFO SWBELL

10501609.94UGFO AT&T

UGFO AT&T

15097597.04BFOC COLLIN COUNTY

15098602.93BFOC COLLIN COUNTY

15099602.78BFOC AT&T

15106604.36UGBFOC

UGBFOC

2587604.86SSMH

2611608.69SSMH

2648611.26SSMH

2688609.04SSMH

2730611.30SSMH

4079628.43SSMH

4086631.44SSMH

10021638.68SSMH

10192594.45SSMH

10197592.82SSMH

10249604.43SV

4061640.14TBX

4062640.38TBX

4063640.38TBX

TBX

4064640.27TBX

4196617.51TBX

4197617.43TBX

4198617.44TBX

4199617.44TBX 4200

617.52TBX COSERV

4252611.44TBX

4253611.32TBX

TBX4254611.46TBX

4255611.38TBX 4256

611.50TBX COSERV

10009638.68TBX COSERV 2.5+5.0

10046606.49TBX COSERV 2.5+5.0

TBX COSERV

10066603.33TBX COSERV

2623610.12TEL SBC

2633610.31TEL SBC

2676609.60TEL ATT

4067640.52TEL

FOC

4186626.71TEL SWB

4189623.88TEL SWB

10006637.31TEL

10022609.04TEL

TEL

10137602.26TEL TEL

10155602.81TEL 2.0 O/S N.

TEL

10330605.98TEL SWBELL#203

10388609.08TEL SWBELL 1-800-545-6005

10504610.03TEL

15022596.30TEL

TEL 15048600.32TEL

TEL15049601.05TEL

TEL

15061602.96TEL

TE

L

2687608.26TMH SBC

10131603.09TMH

15050602.48TMH

15107603.56TMH

10151602.42UNK

WM

2608607.17WM

WM

2616609.77WM

WM

2627610.23WM

WM

2654610.26WM

WM

WM

2713611.69WMWM

WM

2714611.35WM

WM

WM

2757608.61WM

WM

4055641.83WM

WM

10001637.97WM

WM

10002637.91WM

WM

10152602.05WM

WM

10153602.36WM

WM

10326606.07WM

WM

10327605.82WM

15007595.35WMH

15008595.34WMH

4051644.39WV

4052644.24WV4053

644.12WV

4078625.36WV

4084629.15WV

4209616.06WV

4216616.00WV

4219616.47WV

4233616.07WV

4234615.95WV

4235616.00WV

4236616.22WV

10000638.00WV

10003638.32WV

10004638.28WV

10150602.35WV

10154602.60WV

10179592.59WV

10187599.70WV

10189594.43WV

10190593.58WV

10191594.87WV

10321605.21WV

10322604.98WV

10328605.94WV

10329606.74WV

10492606.61WV

10496607.35WV

10497607.37WV

10506606.36WV

10507606.98WV

15001609.09WV

15012596.03WV

15013596.10WV

15035598.49WV

15105595.97WV

PP EM

PP

PP

PP

PP

PP

PP

PPPP

PP

PP

PP

PP

PP PP

PP PP

PP

SB

UG

FO

CO

SE

RV

AT

&T

CO

SE

RV

CO

MM

PP

PP

2839612.47BE

2840612.31BE

2847612.82BE

2795610.92BE

2796611.06BE

2797611.13BE

2803610.90BE

2804610.88BE

2805610.94BE

2806611.07BE

2807611.00BE

2808611.02BE

2809611.07BE

2810611.48BE

2811611.45BE

2812611.46BE 14

2813611.31BE 15

2814611.40BE 16

2815611.88BE

2816612.10BE

2817612.01BE

2798610.89BG

2799611.11BG

2800611.06BG

2851612.29BG ATMOS

2852612.36BG

2853612.54BG2854

612.48BG

2855613.19BG

2856612.53BG

2858612.29BG

2859611.96BG2860

611.73BG2861

611.40BG

2862611.06BG ATMOS

2863610.98BG 13

2864611.07BG

2865611.32BG

2866611.23BG PAINT ONLY IF NO NUMBER

2867611.38BG

2868611.47BG 8

2869611.31BG 7

2870611.61BG 6

2871611.90BG

2771624.35BG 10

2772622.42BG 9

2775617.46BG 8

2776612.26BG 7

2778612.20BG 7

2779608.56BG 6

2782608.69BG 5

2783611.25BG 4

2791610.22BG 3

2792610.88BG

2793610.81BG

2768624.72BG 12

2769624.49BG 11

2770623.78BG 10

2773620.01BG 9

2774615.14BG 8

2777610.36BG 7

2780608.25BG 6

2781608.62BG 5

2784610.50BG 4

2785609.93BG 3

2786610.65BG

2787610.58BG

2788610.73BG

2789610.83BG

2794610.87BOL GAS PIPELINE STRUCTURE

2801610.57BOL GAS VENT PIPE

5447626.80BOL VLT

10972640.95BOL 4-2"CONDUIT 0.5 O/S N.

10998646.41BOL CROSSWALK LIGHT1.0 O/S N.

11016658.08BOL 4"CONDUIT1.0 O/S E.

11017656.03BOL 3"CONDUIT1.0 O/S S.

15191647.72BOX

5420622.12BSS

5421622.72BSS

5411620.15BW 13

5412619.62BW

5413620.07BW 12

5414617.16BW 11

5415618.08BW 10

5416620.07BW 9

2893614.27CO

5439626.27CO

2764606.39DI

2765606.43DI

2766606.43DI

2767606.41DI

E

2841612.39EB ELEVATED 2’X3’

2911615.02FH

5436624.15FH

5454628.04FH

10955618.16FH

10968639.61FH

10984645.27FH #1594

10990649.57FH

11023651.44FH

2762601.55FL 32"RCP IN NE

2763601.53FL 32"RCP OUT SW

2875604.70FL 24"RCP IN N

2876604.75FL 30"RCP OUT S

2881605.99FL 24"RCP IN N & OUT S

2884606.81FL 24"RCP OUT S

2885608.78FL 24"RCP OUT W

2887608.20FL 24"RCP

2896607.74FL 18"RCP

2897606.19FL 30"RCP

2898606.21FL 30"RCP

2900610.04FL 18"RCP OUT W

2908610.77FL 18"RCP OUT W

2914611.31FL 28"RCP IN E SE

2915610.97FL 24"RCP OUT W

2916609.35FL 24"RCP

2920614.63FL 18"RCP OUT W

2922614.34FL 21"RCP OUT NW

2924615.35FL 18"RCP OUT W

2925616.79FL 21"RCP OUT NW

2927616.87FL 18"RCP OUT SW

5423617.78FL 24"RCP

5424616.73FL 24"RCP

5428616.95FL 24"RCP

5429617.42FL 36"RCP

5430617.33FL 36"RCP

5431617.22FL 36"RCP

5432616.89FL 36"RCP

5433616.76FL 36"RCP

5434616.76FL 36"RCP10958

609.97FL 30"RCP

10962614.40FL 28"RCP

10963614.95FL 18"RCP

10975634.02FL 24"RCP

10976633.20FL 36"RCP

10978637.72FL 18"RCP

10987642.43FL 18"RCP

10994642.92FL 18"RCP

15178644.14FL FULL OF CONC

15191647.72FL

GM

2890613.10GM

GM

GM

2909614.44GM GM

15177646.04IN

15190649.42IN

11010662.08KVT 40" DIA. 4.0 O/S N.KVT 40" DIA.

11011653.58KVT 37" DIA. 3.0 O/S N.

2819612.06L ATT

2820611.90L

2821612.04L

2822612.45L

2823612.47L

2824612.64L

2827612.59L

2828612.57L

2829612.50L

2830612.66L

2831612.50L

2836612.31L

2837612.22L

2842612.52L ATT

2844612.49L

2845612.85L

2846612.83L

2848612.80L ATT

2849613.13L

2850612.54L

5443626.68L

5444626.75L

5445626.84L

5446626.80L

15179652.66L

15180652.79L

15181652.99L

15182652.80L

15186649.49L

15187649.48L

15188649.38L

15189649.40L

2825613.06L TIME WARNER

2826612.86L

2827612.59L

2833612.50L

2834612.42L

2835612.22L

2790610.38LP

5435623.52LP 2.00FT O/S N

10965642.40LP PRIVITE POLE 1.0 O/S N.

10966641.51LP PRIVITE POLE 1.0 O/S N.

10977638.26LP 1.0 O/S N.

10980644.05LP PRIVATE 1.0 O/S W.

10981644.94LP PRIVATE 1.0 O/S N.

10991647.20LP PRIVATE 1.0 O/S N.

10997645.11LP 1.0 O/S N.

2818612.04PP

PP

2843612.59PP

PP

2888613.35PP

PP

2891613.09PP

PP

2892613.35PP

PP

2904614.57PPPP

2905615.46PPPP

2910614.96PP

PP

2917616.76PP

PP2918618.68PP

PP

2919618.19PPPP

5464635.22PP 2.00FT O/S N

PP

10957618.30PP 1.0 O/S N.

PP

10970639.29PP 1.0 O/S N.PP

10971640.96PP 1.5 O/S N.PP

11015658.13PP 1.5 O/S W.

PP

11018656.17PP 2"PVC1.0 O/S S.

PP

11026650.73PP 1.0 O/S N.

PP

15172652.70PP

PP

15174652.79PP EM

10986645.58SBSB

10995644.71SBSB

10996645.02SBSB

11005648.17SBSB

11006649.29SB

SB

11012649.92SBSB

11013650.17SBSB

11019642.91SBSB

11020647.35SB

SB

15176645.34SBSB

2874610.09SDMH

2882611.13SDMH

2883611.48SDMH

2886612.54SDMH

2899613.35SDMH

2907614.01SDMH

2913614.64SDMH

2921617.77SDMH

2923618.01SDMH

2926620.94SDMH

2928620.83SDMH

5422622.61SDMH

5437623.91SDMH

5440626.41SDMH

5441625.94SDMH

5442627.33SDMH

5453627.61SDMH

5455631.20SDMH

5456633.29SDMH

5463633.51SDMH

10964641.34SDMH

10967639.47SDMH

10988646.11SDMH

10993646.64SDMH

11009651.73SDMH

15173651.86SDMH

15192649.57SDMH

11008649.96SL 2.0 O/S N.SL

11021647.09SL 1.5 O/S S.

SL

15175650.54SLSL

2872610.52SIGN ATMOS

2873610.78SIGN ATMOS

AT

MO

S

2902614.50SIGN LONESTAR

2838612.52SSMH

2877611.37SSMH

2880611.61SSMH

2906613.58SSMH

5418621.98SSMH

5462634.74SSMH

10979642.86SSMH

10985644.96SSMH

11007649.70SSMH

11025649.73SSMH

15168627.76SSMH

2832612.50TEL ATT

2903614.51TEL ATT

10969640.00TEL

10973640.84TEL

10974640.83TEL

10992648.39TEL

11001648.69TEL

11022650.45TEL

WM

2802609.70WM

WM

2857612.68WM

WM

2889612.72WM

WM

5419621.15WM

WM

5426624.41WM

WM

5427624.51WM

WM

5438625.67WM

WM

5448626.52WM

WM

5449626.78WM

WM

5458633.43WM

WM

5459633.85WM

WM

5460633.65WM

WM

5465635.91WM

WMWMWMWMWM

10989647.51WM

WM

11002650.65WM

WM

11003651.62WM

WM

11004652.21WM

WM

15183652.75WM

WM

15184652.39WM

5417620.64WV 5450

626.57WV

5451626.73WV

5452627.53WV

5461633.69WV

10954618.45WV

10982645.22WV

10983645.66WV

10999641.92WV

11000639.67WV

11014651.99WV

11024652.12WV

15171653.94WV

15185651.01WV

AT

MO

S

11948619.36BOL FL /24"RCP OUT TO S. -46 1

11949619.13CO

11959609.36FL 30"RCP

11960609.41FL 30"RCP

11961609.82FL 30"RCP

11947619.35IN

11946619.12SDMH

11956618.74SSMH

11950618.44WM

11951618.42WM

11952618.04WM

11953618.39WM

17608.305/8 BC

CP#17

5/8 BC18611.115/8 RC

CP#18

5/8 RC

19615.065/8 RC

CP#19

5/8 RC

20619.035/8 BC

CP#20

5/8 BC

21623.815/8 RC

CP#21

5/8 RC22633.195/8 BC

CP#22

5/8 BC

23645.985/8 BC

CP#23

5/8 BC

24650.565/8 BC

CP#24

5/8 BC

25637.395/8 RC

CP#25

5/8 RC

26630.545/8 RC

CP#26

5/8 RC

27617.205/8 RC

CP#27

5/8 RC

28609.78PK NAIL

CP#28

PK NAIL

29607.54PK NAIL

CP#29

PK NAIL

30604.67PK NAIL

CP#30

PK NAIL

31595.735/8 RC

CP#31

5/8 RC

2649611.19WV

2686608.41WV

2878611.29WV

2879610.99WV

2901616.23WV

2912615.27WV

12" CI

8" UNK

OE1OE1OE1W1

12"C

I (

21"R

CP

CS

G)

FFFF

TMH

SWBELL

TMH

SWBELLTMH

SWBELL

TMH

SWBELL

T3T3T1T1

TEL

SWBELL#203

TEL

SWB

TEL

SWB

TBX

COSERV

KVT

51"

W1

BFOCCOLLIN

CNTY

BFOC

COLLIN

CNTY

TBX

COSERV

UGFO

SWBELL

UGFO

AT&T

800-252-1133

G1

6"PE

4"P

E

6"PE

6"PE

2"PE

2"PE

2"PE

2"PE

6"P

E

6"P

E

6"P

E

6"P

E

G1G1G1

6"P

E

6"PE

G1G1

LONESTAR

ATMOS

ENERGY

PP

BE DIP

SWBELL

800-395-0440

UGFO

877-COSERV1

TEL

SBC

TEL

SBC

T1T1WW1WW1WW1WW1

TEL

ATT

G1

KVT

37" DIA.

PP

EM

12"C

I (

21"R

CP

CS

G)

WW1WW1

12"C

I(21"R

CP

CS

G)

G1G1G1G1

BFOC

AT&T

TST1

UGFO

SWBELL

CATVP

E1E1

GV

GV

UGFO

AT&T

800-252-1133

UGFO

AT&T

800-252-1133 #2

SWBELL

800-395-0440

UGFOC

AT&T

800-252-1133

UGFO

AT&T

#2665

UGFO

SWBELL

W1

TBX

COSERV

W1W1

PP

BE DIP

W1OE1

PP

BE DIP

G1

ATMOS ENERGY

800-344-8377

G1

PP

BE DIP

SWB

800-395-0440UGFOC

AT&T

W1W1

UGTELCABLE

SWB

GV

GV

GV

GV

OE1

UGFOC

COSERV

COLLIN CNTY

COMM. COLL UGMKR

AT&T

800-252-113

T1T1

F

WW1

TT T

T

TT

T

T

T

T

T

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PP

C

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WW1WW1WW1WW1WW1WW1WW1WW1WW1W1W1W1W1W1W1W1W1W1W1W1W1W1W1OE1OE1OE1OE1OE1OE1OE1OE1OE1OE1OE1OE1OE1OE1OE1OE1OE1OE1OE1OE1T2T2T2T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T2T2T2T2T2T2T2T2T2T2T2T2T2T2T2T2T2T2T2G1G1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1W1W1W1T3T3T3T3TSC1

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SIG

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CO

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PA

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SIG

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RIM

=613.8

7

FL

N 8

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LA

Y=

607.2

3

FL

SE

8"C

LA

Y=

607.3

4

21"R

CP

FL

=610.4

6

21"R

CP

FL

=609.7

3

SS

MH

RIM

=612.3

9

FL

N 6

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VC

=605.3

3

FL

S 6

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VC

=605.3

5

30"R

CP

FL

=604.5

1

30"R

CP

FL

=604.5

1

30"R

CP

FL

=602.4

9

30"R

CP

FL

=602.4

9

6"P

VC

FL

=605.3

5

30"R

CP

FL

=602.5

9

30"R

CP

FL

=602.5

8

SIG

N

AT

&T

FIB

ER

OP

TIC

WA

RN

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SIG

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1-800-252-1133

CO

NC

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CO

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CO

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UN

ITY

CO

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EG

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HY

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TE

CO

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SIG

N

10"O

AK

SS

SS

MH

RIM

=604.5

9

FL

N=

595.0

7

FL

S=

595.1

4

CO

NC

RE

TE

WA

TE

R

VA

LV

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WA

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VA

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18"O

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24"O

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SIG

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SIG

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PO

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NC

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VA

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LA

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SC

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AR

EA

LA

ND

SC

AP

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AR

EA

18"R

CP

FL

=648.8

2

24"R

CP

FL

=648.6

9

LIG

HT

PO

LEL

IGH

T

PO

LE

CL

EA

N

OU

T

LIG

HT

PO

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CO

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=647.5

6

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NC

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DR

AN

T

30"R

CP

FL

=623.1

3

30"R

CP

FL

=621.4

7

36"R

CP

FL

=621.3

4

CU

RB

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ET

CU

RB

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RO

W1027

600.0

0

RO

W1026

600.0

0

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600.0

0

W

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649.6

8

PT

506

600.0

0

RO

W632

634.4

7

ONLY

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5

6

7

8

15

16

ONLY

ONLY

ONLY

20+

00

10’

4’ 4’

2 @ 12’ 2 @ 12’

6’ 6’Varies

Rig

ht

of

Way

PGL PGL

24’ 24’36’

6:1 usual 6:1 usual3:1 max3:1 max

3:1 max

1.5%

NB Mainlanes NB Frontage Road

2% 2%

12’

usualusual

4’4’

300’ usual

C

1 4

CSJ:0047-14-046

CSJ:0047-06-108

District Engineer

DALLAS DISTRICT

LAVON

LAKE

3364

DALLAS DISTRICT

137

SCALE 0 1 2 3 4 5 6 MILES

N

GRAYSON CO.

DALLAS CO. ROCKWALL CO.

MARILEE

CELINA

RHEA

MILLS

WESTONANNA

DESERT

BLUE

RIDGE

PIKE

FARMERSVILLE

NEVADALAVON

WYLIE

MURPHYPLANO

SHEPTON

PRINCETON

VERONA

VALDASTA

MC KINNEY

CULLEOKA

SEDALIA

HU

NT

C

O.

DE

NT

ON

CO

.

544

289

3193

2478

544

2514

2551

2170

5 75

2170

1378

1378 2514

78 544205

3652755

1138

6

1778

1138

78

509

982

3286

547

547

6

1777

66

1827

75

982

1377

2756

2194

446

380

455

121

2862

3133160 78

981

1562

981

78

78

545

543

455

75 5

5

1461

289

483

455

428

455

2478

439

439

1193

2478

380

75

3038359

2933

720

289

2934

720

33

121

546

COLLIN COUNTY

FANNIN CO.

3356

3412

LUCAS

ALLEN

2786

C 2010Texas Department

of Transportation

Design Schematic

BEGIN PROJECT

END PROJECT

Roll of

Scale:

Vertical 1:20

C 2010 by Texas Department of Transportation

Horizontal 1:200

Original Approved October 2003

U.S. 75

Collin County

CSJ: 0047-06-108 0047-14-046

Design Speed: Mainlanes 70 mph

Functional Class.2: Urban Freeway

Major Cross Streets 40 mph

Minor Cross Streets 30 mph

Frontage Rds 40 mph

Project Length = 3.44 miles

SPUI Connectors 20 mph

Freeway Ramps 45 mph

L

William L Hale, P.E.

From Spur 399 (South SH 121)

To South of US 380

Revised - July 2009

815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00

860+00

865+00

870+00

875+00

880+00

885+00

890+00

895+00

900+00

815+00 820+00 825+00

830+00 835+00 840+00 845+00 850+00 855+00860+00

865+00

870+00

875+00

880+00

885+00

890+00

895+00

900+00

905+00

910+00

915+00

815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00

860+00

865+00

870+00

875+00

880+00

885+00

890+00

895+00

900+00

905+00

910+00

15+00 20+0010+00

15+0020+00

15+00

20+00

15+00 20+0010+00

15+00 20+00

15+00

20+00

10

+0

01

5+

00

20

+0

0

10+

00

10+

00

10+

00

10+

00

10+

00

10+

00

15+

00

STA = 846+46.60

EL = 624.90’

L = 400.00’

K = 203

ex = 0.98’

STA = 863+00.00

EL = 674.50’

L = 1,100.00’

K = 255

ex = -5.94’

STA = 875+50.00

EL = 658.00’

L = 800.00’

K = 213

ex = 3.75’

(+)1.03%(+)3.00%

(+)3.00%(-)1.32%

(-)1.32% (+)2.43%

STA = 821+50.00

EL = 641.66’

(+)3.00 %(-)2.70 %

L = 1,450.00’

K = 255

ex = -10.32’

STA = 832+25.00

EL = 612.68’

(-)2.70 %(+)0.70 %

L = 650.00’

K = 191

ex = 2.76’

STA = 839+75.00

EL = 617.95’

(+)0.70 % (+)1.03 %

L = 210.00’

K = 645

ex = 0.09’

VP

T S

TA

82

8+

75

.00

EL

. =

622.1

1’

VP

C S

TA

829+

00.0

0

EL

. =

621.4

4’

VP

T S

TA

83

5+

50

.00

EL

. =

614.9

6’

VP

C S

TA

838+

70.0

0

EL

. =

617.2

1’

VP

T S

TA

84

0+

80

.00

EL

. =

619.0

3’

VP

C S

TA

844+

46.6

0

EL

. =

622.8

3’

VP

T S

TA

84

8+

46

.60

EL

. =

630.9

0’

VP

C S

TA

857+

50.0

0

EL

. =

658.0

0’

VP

T S

TA

86

8+

50

.00

EL

. =

667.2

4’

VP

C S

TA

871+

50.0

0

EL

. =

663.2

8’

VP

T S

TA

87

9+

50

.00

EL

. =

667.7

1’

LB X

WH

I (

WH

IT

E A

VE

.)

LB X

VIR

(V

IR

GIN

IA

PK

WY

.)

FRONTAGE

CROSS STREETS

WHITE ST

RNB06T2

T3

T4

XH1

RNB06-3 4%%d 00’ 00.67" RT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 19+43.08 7,126,113.97 2,538,269.11 18+90.69 7,126,061.61 2,538,267.44 19+95.42 7,126,166.08 2,538,274.43

RNB06-2 3%%d 29’ 02.66" LT 3%%d 51’ 20.54" 45.19’ 90.36’ 1,486.00’ 14+07.57 7,125,578.71 2,538,252.06 13+62.38 7,125,533.71 2,538,247.88 14+52.74 7,125,623.88 2,538,253.50

RNB06-4 4%%d 00’ 00.00" LT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 21+86.92 7,126,356.60 2,538,293.86 21+34.54 7,126,304.49 2,538,288.55 22+39.26 7,126,408.96 2,538,295.53

XWHI-1 23%%d 58’ 52.69" RT 9%%d 32’ 57.47" 127.43’ 251.13’ 600.00’ 11+31.12 7,129,216.21 2,537,954.24 10+03.68 7,129,165.44 2,537,837.36 12+54.82 7,129,215.09 2,538,081.67

A2US 75

CURVE NO. CURVE NAME DELTA DEGREE TANGENT LENGTH RADIUS

CURVE DATA

PI STATION PI-NORTHING PI-EASTING PC-STATION PC-NORTHING PC-EASTING PT STATION PT-NORTHING PT-EASTINGROADWAY

MAINLANES

PR75-2 9%%d 42’ 18.22" RT 0%%d 29’ 53.61" 976.30’ 1,947.93’ 11,500.00’ 861+40.70 7,129,078.10 2,538,266.50 851+64.40 7,128,102.30 2,538,235.41 871+12.33 7,130,034.70 2,538,461.65

B18 NBFR3-10 2%%d 29’ 59.07" LT 0%%d 57’ 17.75" 130.91’ 261.77’ 6,000.00’ 817+68.86 7,124,648.72 2,538,298.77 816+37.96 7,124,518.10 2,538,290.13 818+99.73 7,124,779.59 2,538,301.70

B19 NBFR3-11 0%%d 32’ 32.25" RT 0%%d 57’ 17.75" 28.39’ 56.79’ 6,000.00’ 829+62.30 7,125,841.89 2,538,325.49 829+33.90 7,125,813.50 2,538,324.85 829+90.69 7,125,870.27 2,538,326.39

B20 NBFR3-12 9%%d 42’ 17.31" RT 0%%d 31’ 15.13" 933.83’ 1,863.19’ 11,000.00’ 861+93.24 7,129,071.19 2,538,428.39 852+59.41 7,128,137.84 2,538,398.65 871+22.60 7,129,986.18 2,538,615.04

B22

B23

B24

NBFR3 B21 NBFR3-13 2%%d 06’ 55.97" RT 0%%d 57’ 17.75" 110.78’ 221.54’ 6,000.00’ 883+19.41 7,131,167.40 2,538,856.01 882+08.63 7,131,058.86 2,538,833.87 884+30.17 7,131,275.06 2,538,882.15

NBFR3-14 2%%d 07’ 24.71" LT 0%%d 57’ 17.75" 111.20’ 222.38’ 6,000.00’ 885+86.24 7,131,426.72 2,538,918.97 884+75.04 7,131,318.66 2,538,892.73 886+97.41 7,131,535.68 2,538,941.18

NBFR3-15 1%%d 09’ 12.87" LT 0%%d 57’ 17.75" 60.40’ 120.80’ 6,000.00’ 893+48.16 7,132,173.31 2,539,071.16 892+87.75 7,132,114.13 2,539,059.09 894+08.56 7,132,232.73 2,539,082.03

NBFR3-16 1%%d 09’ 41.48" RT 0%%d 57’ 17.75" 60.82’ 121.63’ 6,000.00’ 898+28.96 7,132,646.27 2,539,157.69 897+68.14 7,132,586.45 2,539,146.75 898+89.78 7,132,705.86 2,539,169.85

C10

SBFR4

C9 SBFR4-5 3%%d 00’ 53.52" RT 0%%d 57’ 17.75" 157.89’ 315.72’ 6,000.00’ 815+88.90 7,124,540.73 2,537,935.84 814+31.01 7,124,382.87 2,537,939.12 817+46.72 7,124,698.54 2,537,940.87

SBFR4-6 3%%d 38’ 36.26" RT 0%%d 57’ 17.75" 190.83’ 381.54’ 6,000.00’ 824+93.86 7,125,445.30 2,537,964.67 823+03.03 7,125,254.57 2,537,958.59 826+84.57 7,125,635.27 2,537,982.85

C11 SBFR4-7 3%%d 38’ 36.71" LT 0%%d 57’ 17.75" 190.84’ 381.55’ 6,000.00’ 829+02.74 7,125,852.45 2,538,003.64 827+11.91 7,125,662.48 2,537,985.46 830+93.45 7,126,043.19 2,538,009.72

C12

C13

SBFR4-8 9%%d 42’ 17.93" RT 0%%d 42’ 58.31" 679.16’ 1,355.07’ 8,000.00’ 861+48.54 7,129,096.73 2,538,107.01 854+69.38 7,128,417.92 2,538,085.39 868+24.45 7,129,762.19 2,538,242.76

SBFR4-9 2%%d 49’ 53.25" LT 0%%d 34’ 22.65" 247.14’ 494.18’ 10,000.00’ 881+50.49 7,131,093.25 2,538,514.30 879+03.35 7,130,851.09 2,538,464.90 883+97.54 7,131,337.55 2,538,551.67

C14

C15

SBFR4-10 5%%d 30’ 28.82" RT 0%%d 34’ 22.65" 481.03’ 961.33’ 10,000.00’ 888+78.57 7,131,813.05 2,538,624.42 883+97.54 7,131,337.55 2,538,551.67 893+58.86 7,132,279.37 2,538,742.48

SBFR4-11 2%%d 40’ 35.48" LT 0%%d 34’ 22.65" 233.61’ 467.14’ 10,000.00’ 896+48.16 7,132,559.82 2,538,813.47 894+14.54 7,132,333.35 2,538,756.14 898+81.68 7,132,788.72 2,538,860.17

RAMPS

T1 RNB06-1 0%%d 32’ 19.38" RT 3%%d 47’ 03.83" 7.12’ 14.24’ 1,514.00’ 10+51.58 7,125,224.24 2,538,219.12 10+44.46 7,125,217.15 2,538,218.53 10+58.70 7,125,231.33 2,538,219.78

U1 RSB06-1 0%%d 30’ 07.03" LT 3%%d 47’ 03.83" 6.63’ 13.26’ 1,514.00’ 10+46.42 7,125,175.52 2,538,066.78 10+39.79 7,125,168.89 2,538,066.91 10+53.05 7,125,182.15 2,538,066.60

RSB06U2

U3

U4

RSB06-2 3%%d 26’ 50.31" RT 3%%d 51’ 20.54" 44.72’ 89.41’ 1,486.00’ 14+06.63 7,125,535.58 2,538,056.58 13+61.91 7,125,490.88 2,538,057.85 14+51.32 7,125,580.28 2,538,058.01

RSB06-3 3%%d 59’ 59.83" LT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 20+91.96 7,126,220.60 2,538,078.41 20+39.58 7,126,168.24 2,538,076.74 21+44.30 7,126,272.94 2,538,076.42

RSB06-4 4%%d 00’ 00.00" RT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 23+07.03 7,126,435.56 2,538,070.25 22+54.65 7,126,383.21 2,538,072.23 23+59.37 7,126,487.91 2,538,071.91

RNB07

W1

W2

W3

RNB07-1 4%%d 00’ 00.00" LT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 10+52.38 7,127,227.75 2,538,321.62 10+00.00 7,127,175.40 2,538,319.96 11+04.72 7,127,280.10 2,538,319.64

RNB07-2 3%%d 59’ 59.33" RT 3%%d 49’ 10.99" 52.38’ 104.71’ 1,500.00’ 12+96.29 7,127,471.53 2,538,312.37 12+43.91 7,127,419.19 2,538,314.35 13+48.63 7,127,523.88 2,538,314.03

RNB07-3 3%%d 08’ 38.10" LT 3%%d 51’ 20.54" 40.78’ 81.54’ 1,486.00’ 18+55.19 7,128,030.19 2,538,330.17 18+14.41 7,127,989.43 2,538,328.87 18+95.95 7,128,070.95 2,538,329.23

W4 RNB07-4 1%%d 48’ 53.04" RT 3%%d 47’ 03.83" 23.98’ 47.95’ 1,514.00’ 21+82.71 7,128,357.64 2,538,322.63 21+58.73 7,128,333.67 2,538,323.18 22+06.69 7,128,381.62 2,538,322.83

RSB07

V1

V2

V3

RSB07-2 4%%d 00’ 00.17" LT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 12+67.44 7,127,338.79 2,538,114.04 12+15.06 7,127,286.68 2,538,108.72 13+19.78 7,127,391.15 2,538,115.71

RSB07-1 4%%d 00’ 00.00" RT 3%%d 49’ 10.99" 52.38’ 104.72’ 1,500.00’ 10+52.38 7,127,124.80 2,538,092.21 10+00.00 7,127,072.45 2,538,090.54 11+04.72 7,127,176.91 2,538,097.52

RSB07-3 3%%d 56’ 16.62" RT 3%%d 51’ 20.54" 51.09’ 102.13’ 1,486.00’ 17+86.18 7,127,857.31 2,538,130.56 17+35.09 7,127,806.25 2,538,128.93 18+37.22 7,127,908.14 2,538,135.69

V4 RSB07-4 0%%d 25’ 54.35" LT 3%%d 47’ 03.83" 5.70’ 11.41’ 1,514.00’ 21+05.00 7,128,174.56 2,538,162.58 20+99.29 7,128,168.88 2,538,162.00 21+10.70 7,128,180.24 2,538,163.11

UTRNV1

UTRNV2

R1

R2

S1

S2

UTRNV1-1 90%%d 00’ 10.66" LT 110%%d 11’ 03.09" 52.00’ 81.68’ 52.00’ 10+52.00 7,124,971.10 2,538,257.98 10+00.00 7,124,919.11 2,538,256.81 10+81.68 7,124,972.26 2,538,205.99

UTRNV1-2 89%%d 27’ 17.15" LT 110%%d 11’ 03.09" 51.51’ 81.19’ 52.00’ 13+01.96 7,124,977.18 2,537,985.77 12+50.45 7,124,976.03 2,538,037.26 13+31.64 7,124,925.70 2,537,984.13

UTRNV2-1 90%%d 32’ 42.85" LT 110%%d 11’ 03.09" 52.50’ 82.18’ 52.00’ 10+52.50 7,125,148.84 2,538,003.24 10+00.00 7,125,201.31 2,538,004.91 10+82.18 7,125,147.66 2,538,055.73

UTRNV2-2 89%%d 59’ 49.34" LT 110%%d 11’ 03.09" 52.00’ 81.68’ 52.00’ 13+00.33 7,125,142.79 2,538,273.82 12+48.33 7,125,143.95 2,538,221.84 13+30.01 7,125,194.78 2,538,274.99

RNB08

RSB08

AA1

AA2

AA3

AA4

Z1

Z2

Z3

Z4

Z5

RNB08-2 2%%d 22’ 18.85" LT 3%%d 51’ 20.54" 30.76’ 61.52’ 1,486.00’ 13+40.68 7,129,791.74 2,538,509.29 13+09.92 7,129,761.75 2,538,502.42 13+71.43 7,129,821.98 2,538,514.92

RNB08-1 1%%d 22’ 24.90" RT 3%%d 47’ 03.83" 18.15’ 36.30’ 1,514.00’ 10+41.42 7,129,500.04 2,538,442.44 10+23.27 7,129,482.26 2,538,438.81 10+59.57 7,129,517.73 2,538,446.50

RNB08-3 0%%d 59’ 36.48" RT 0%%d 30’ 08.23" 98.90’ 197.79’ 11,407.00’ 14+70.33 7,129,919.21 2,538,533.00 13+71.43 7,129,821.98 2,538,514.92 15+69.22 7,130,016.11 2,538,552.77

RNB08-4 5%%d 24’ 30.00" RT 3%%d 49’ 29.35" 70.75’ 141.40’ 1,498.00’ 17+78.73 7,130,221.39 2,538,594.65 17+07.97 7,130,152.06 2,538,580.51 18+49.38 7,130,289.07 2,538,615.26

RNB08-5 5%%d 24’ 29.86" LT 3%%d 49’ 20.16" 70.80’ 141.49’ 1,499.00’ 21+07.51 7,130,536.01 2,538,690.47 20+36.71 7,130,468.28 2,538,669.84 21+78.20 7,130,605.38 2,538,704.62

RSB08-1 0%%d 40’ 37.63" LT 3%%d 47’ 03.83" 8.95’ 17.89’ 1,514.00’ 10+31.85 7,129,757.04 2,538,331.88 10+22.90 7,129,748.16 2,538,330.80 10+40.79 7,129,765.94 2,538,332.84

RSB08-2 5%%d 19’ 42.53" RT 3%%d 51’ 20.54" 69.15’ 138.20’ 1,486.00’ 12+61.68 7,129,985.54 2,538,356.70 11+92.54 7,129,916.79 2,538,349.23 13+30.73 7,130,053.29 2,538,370.53

RSB08-3 7%%d 22’ 06.09" LT 3%%d 49’ 10.99" 96.58’ 192.90’ 1,500.00’ 17+23.85 7,130,438.47 2,538,449.10 16+27.26 7,130,343.84 2,538,429.80 18+20.17 7,130,534.80 2,538,456.11

RSB08-4 7%%d 22’ 05.97" RT 3%%d 48’ 52.68" 96.71’ 193.16’ 1,502.00’ 19+65.28 7,130,679.53 2,538,466.64 18+68.57 7,130,583.08 2,538,459.62 20+61.73 7,130,774.29 2,538,485.97

TURNAROUNDS

UTRNW1

UTRNW2

X1

X2

Y1

Y2

UTRNW1-1 96%%d 12’ 21.94" LT 110%%d 11’ 03.09" 57.96’ 87.31’ 52.00’ 10+57.96 7,129,136.04 2,538,427.53 10+00.00 7,129,078.48 2,538,420.75 10+87.31 7,129,136.55 2,538,369.57

UTRNW1-2 83%%d 48’ 26.66" LT 110%%d 11’ 03.09" 46.66’ 76.06’ 52.00’ 12+79.78 7,129,138.24 2,538,177.11 12+33.12 7,129,137.83 2,538,223.77 13+09.18 7,129,091.90 2,538,171.67

UTRNW2-1 98%%d 04’ 24.21" LT 110%%d 11’ 03.09" 59.90’ 89.01’ 52.00’ 10+59.90 7,129,289.97 2,538,209.34 10+00.00 7,129,349.19 2,538,218.27 10+89.01 7,129,289.44 2,538,269.24

UTRNW2-2 82%%d 27’ 16.20" LT 110%%d 11’ 03.09" 45.57’ 74.83’ 52.00’ 12+79.20 7,129,287.77 2,538,459.42 12+33.64 7,129,288.17 2,538,413.86 13+08.47 7,129,332.88 2,538,465.80

550

560

570

580

590

600

610

620

630

640

650

660

670

680

550

560

570

580

590

600

610

620

630

640

650

660

670

680

690

550

560

570

580

590

600

610

620

630

640

650

660

670

680

550

560

570

580

590

600

610

620

630

640

650

660

670

680

690

61

6.8

7

61

8.4

3

61

9.9

8

62

1.6

7

62

2.9

8

62

4.3

7

605.7

6

62

0.7

3

623.2

0

62

2.4

2

621.2

6

61

9.2

7

61

7.4

5

615.9

0

61

3.8

5

611.7

1

60

9.8

5

609.8

1

61

0.1

7

610.8

9

611.7

1

61

2.2

7

61

3.2

7

61

3.9

5

61

4.7

2

61

5.4

5

61

6.2

7

617.2

9

618.0

1

61

8.8

3

619.7

1

620.7

9

62

1.1

8

622.9

6

62

4.9

5

62

7.2

2

629.1

6

63

2.0

7

63

5.1

7

63

8.9

2

64

1.6

4

64

4.5

2

647.4

9

65

0.6

2

65

3.6

5

65

6.2

2

65

8.4

7

66

1.1

5

64

1.6

8

66

2.7

7

66

2.0

8

66

1.8

7

661.3

0

661.2

1

660.8

6

66

0.3

3

65

9.6

8

65

8.9

2

65

8.1

3

657.4

9

656.6

6

65

6.7

3

65

6.1

2

65

7.9

4

659.5

0

66

1.5

7

664.0

6

667.2

1

669.6

6

67

2.1

2

67

4.0

7

675.9

1

67

7.6

7

65

9.6

4

659.6

0

67

9.7

4

67

8.1

4

677.1

1

675.7

9

67

4.1

4

67

2.4

3

670.0

0

66

8.2

2

66

6.5

8

665.7

1

66

4.8

3

66

3.9

8

66

3.4

8

663.1

1

66

2.5

5

66

1.9

3

661.3

9

660.7

9

66

0.1

3

65

9.5

7

65

8.9

7

65

8.3

2

65

8.4

2

657.6

6

65

7.1

4

656.8

9

815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00

62

0.2

8

621.3

1

62

2.3

5

62

3.4

5

624.9

9

62

7.0

3

62

9.5

5

632.5

0

635.5

0

638.5

0

641.5

0

644.5

0

647.5

0

650.5

0

653.5

0

656.5

0

65

9.4

5

662.0

6

66

4.2

7

666.0

9

66

7.5

2

668.5

6

669.2

0

66

9.4

5

669.3

1

66

8.7

8

66

7.8

5

66

6.5

8

665.2

6

66

3.9

4

66

2.6

8

66

1.8

3

66

1.4

4

815+00 820+00 825+00 830+00 835+00 840+00

62

2.0

5

624.5

6

62

6.6

7

628.4

0

62

9.7

3

630.6

6

631.2

1

631.3

6

63

1.1

2

630.4

9

629.4

6

62

8.0

4

62

6.2

3

62

4.0

2

62

1.4

4

619.0

0

617.0

9

615.7

0

61

4.8

4

614.5

0

61

4.6

8

615.3

1

61

6.0

2

61

6.7

2

61

7.4

3

618.2

6

61

9.2

4

66

2.0

8

66

1.5

3

663.1

1

664.6

0

666.5

6

66

8.9

3

671.3

6

673.7

9

676.2

1

678.5

9

68

0.6

3

68

2.2

8

68

3.5

4

684.4

0

68

4.8

8

684.9

6

68

4.6

5

68

3.9

5

68

2.8

7

681.3

9

67

9.5

2

677.3

0

67

5.0

4

67

2.7

8

67

0.5

2

668.4

9

666.9

0

665.7

6

66

5.0

7

664.6

0

66

4.1

4

66

3.6

7

663.2

1

66

2.7

4

66

2.2

8

661.8

1

66

1.3

5

66

0.8

8

66

0.4

2

65

9.9

5

659.4

9

PROPOSED TYPICAL SECTIONPROPOSED TYPICAL SECTION

PGL

MAINLANES MAINLANES

2% 2%

L US 75C

TRAVEL LANESTRAVEL LANESSHLDR.

SHLDR. SHLDR.

HOV

SOUTHBOUND NORTHBOUNDFUTURE

1’

98’

48’

4’

23’ 23’

4’

10’48’

VARIES - 390’ MIN

HOV

(FUT.)

HOV

(FUT.)

CSBCSB

T551 RAIL

AUX.

LANE

T551 RAIL

6’

2’

SHLDR.

12’

2’

1’

1’

2’12’ 6’

SHLDR.

2’

12’

98’

PRESTRESSED

CONCRETE

BEAM

PRESTRESSED

CONCRETE

BEAM

STA. 820+01 TO STA. 822+35 (VIRGINIA PKWY.)STA. 861+58 TO STA. 863+81 (WHITE AVE.)

SHLDR.

10’ 12’

AUX.

LANE

1’

R.O

.W.

R.O

.W.

PROPOSED TYPICAL SECTIONPROPOSED TYPICAL SECTION

PGL

MAINLANES MAINLANES

2% 2%

L US 75C

TRAVEL LANESTRAVEL LANESSHLDR.

SHLDR. SHLDR.

HOV

SOUTHBOUND NORTHBOUNDFUTURE

1’48’

4’

23’ 23’

4’

10’48’

VARIES - 390’ MIN

HOV

(FUT.)

HOV

(FUT.)

CSBCSB T551 RAIL

RETAINING WALL

0-12’

AUX.

LANE

86’-98’

10’

MIN.

T551 RAIL

RETAINING WALL

36’

MIN.

8:1

MAX.

8:1

MAX.

6’

2’

SHLDR.

12’

2’

1’

1’

2’12’ 6’

SHLDR.

2’

0-12’

AUX.

LANE

10’

SHLDR.

1’

86’-98’

NBFR

2’

BL NBFR

4:1

MAX.PGL

40’

36’2’

STA. 809+50 TO STA. 836+00STA. 852+00 TO STA. 868+13

SBFR

BL SBFR

2’2’

40’

36’

4:1MAX

15’-37’

PGL

R.O

.W.

R.O

.W.

15’-20’

NORTHBOUND

VARIES

VARIES 360’ MIN.

PROPOSED TYPICAL SECTION

PGL

SOUTHBOUND

STA. 836+00 TO STA. 852+00

NBFRSBFR

R.O

.W.

MAINLANES

R.O

.W.

MAINLANES

2% 2%

L US 75C

TRAVEL LANESTRAVEL LANESSHLDR.SHLDR.

SHLDR.SHLDR.

FUTURE

HOV

10’-25’ 18’-27’

BL NBFR

40’

36’

PGL 4:1

MAX.

VARIES48’

85’

10’23’23’

85’

48’10’BL SBFR

PGL

36’

40’15’-37’

4:1MAX

2’2’

2’2’

4’ 4’ 15’-20’

2’

SHLDR.

6’ 12’

HOV

(FUT.)

HOV

(FUT.)

2’12’ 6’

2’

1’

1’

SHLDR.

2’

VARIES 360’ MIN.

SBFR PROPOSED TYPICAL SECTION

SOUTHBOUND

NBFR

NORTHBOUND8:1

USUAL

PGL

8:1USUAL

R.O

.W.

MAINLANES

2%2%

L US 75C

R.O

.W.

TRAVEL LANES

MAINLANES

SHLDR.

GORE RAMP

0’-18’

8’-22’

SHLDR.

24’-48’

EXIST. WALL AA

(SEE CSJ: 0047-14-063)

EXIST. WALL HH

(SEE CSJ: 0047-14-063)

TRAVEL LANESGORERAMP

24’-48’0’-18’

SHLDR.8’-22’

SHLDR.

FUTURE

HOV

6’-20’ 6’-24’

STA. 868+13 TO STA. 874+62.27

(NB LIMITS STA. 865+71 TO STA. 871+50.00)

VARIES14’ 23’-24’ 23’-24’

82’-115’ 82’-115’

14’VARIES

6’6’

4’-12’4’-12’

36’ 2’2’

40’

BL SBFR

18’

40’

36’ 2’2’

PGL

BL NBFR

18’

50’

7’ 7’

TRAVEL

LANE

TRAVEL

LANE

3:1

MAX.3:1

MAX.

B

2%

R.O

.W.

2%

L BOIS D’ ARC RD. (N)

PROPOSED TYPICAL SECTION

BOIS D’ ARC RD. (N)

STA. 10+00 TO STA. 11+13

18’ 18’

R.O

.W.

PGL

12’ 12’6’ 6’

6’ 6’

3:1

MAX.

3:1

MAX.

PROPOSED TYPICAL SECTION

BOIS D’ ARC RD. (S)

STA. 10+00 TO STA. 11+10

14’

B

2%

R.O

.W.

2%

L BOIS D’ ARC RD. (S)

3:1

MAX.

16’ 16’

TRAVEL

LANE

TRAVEL

LANE

60’

14’

R.O

.W.

PGL

12’ 12’4’ 4’

6’ 6’

PROPOSED TYPICAL SECTION

GREENWOOD RD.

STA. 10+00 TO STA. 10+75

BL GREENWOOD RD.

12’

R.O

.W.

2%

12’

60’

12’

TRAVEL

LANE

TRAVEL

LANE

2%

12’

TRAVEL

LANE

TRAVEL

LANE

3:1

MAX.

3:1

MAX.

PGL

18’ 18’

6’ 6’

6’ 6’

R.O

.W.

3:1

MAX.

3:1

MAX.

12’ 12’

TRAVEL

LANE

TRAVEL

LANE

PROPOSED TYPICAL SECTION

REDBUD TR.

STA. 10+00 TO STA. 11+40

B

2%

R.O

.W.

2%

L REDBUD TR.

50’

R.O

.W.

PGL

13’ 13’

6’ 6’

3:1

MAX.

PROPOSED TYPICAL SECTION

WHITE AVE.

STA. 12+42 TO STA. 15+00

3:1MAX.

TRAVEL

LANES

TRAVEL

LANES

B

2%2%

L WHITE AVE.

R.O

.W.

PGL

R.O

.W.

55’ 55’

35’ 24’ 24’ 21’6’

4’

6’ 6’

PROPOSED TYPICAL SECTION

WHITE AVE.

STA. 15+00 TO STA. 17+36

3:1MAX.

3:1

MAX.

TRAVEL

LANE

TRAVEL

LANE

B

2%2%

L WHITE AVE.

R.O

.W.

PGL

R.O

.W.

55’ 55’

35’ 35’20’20’

8’ 12’ 12’ 8’

6’ 6’

B

2%2%

R.O

.W.

PROPOSED TYPICAL SECTION

VIRGINIA PKWY. (FM 3038)

STA. 11+20 TO STA. 15+00

L VIRGINIA PKWY.

TRAVEL

LANES

7.5’6.5’-7.5’

TRAVEL

LANES

14’-15’

26.5’-27.5’

3:1

MAX.

3:1MAX.

R.O

.W.

PGL

67’ 81’

33’ 33’ 40’

9’

5’

5’

PROPOSED TYPICAL SECTION

VIRGINIA PKWY. (SP 359)

STA. 15+00 TO STA. 17+42

B

2%2%

R.O

.W.

L VIRGINIA PKWY.

TRAVEL

LANES

TRAVEL

LANES

8’

3:1

MAX.

15’

23’

40’

3:1MAX.

R.O

.W.

PGL

5’ MIN.

81’

33’ 24’ 28’

67’

5’5’

5’

PROPOSED TYPICAL SECTION

NORTH PARK DR.

STA. 10+02 TO STA. 11+00

50’

13’ 13’

TRAVEL

LANE

TRAVEL

LANE

3:1

MAX.3:1

MAX.

B

2%

R.O

.W.

L NORTH PARK DR.

2%

R.O

.W.

PGL

12’ 12’

6’ 6’

10+00 15+00 20+00

570

580

590

600

610

620

59

6.5

4

59

9.9

4

603.1

9

604.2

0

605.3

1

60

6.2

5

60

7.3

3

60

8.2

2

609.4

6

61

0.1

2

610.4

9

611.0

6

STA = 12+10.00

EL = 603.14’

(+)3

.38 %(+)1.02 %

L = 150.00’

K = 63

ex = -0.44’

STA = 15+00.00

EL = 606.09’

(+)1.02 % (+)0.53 %

L = 100.00’

K = 203

ex = -0.06’

STA = 16+10.00

EL = 606.67’

(+)0.53 % (+)1.56 %

L = 100.00’K = 96

ex = 0.13’

STA = 17+20.00

EL = 608.39’

(+)1.56 % (+)0.70 %

L = 60.00’

K = 70

ex = -0.06’

15+00

60

2.4

7

60

4.0

5

60

5.0

7

60

6.0

3

606.7

0

60

8.0

7

VP

C S

TA

11+

35.0

0

EL

. =

600.6

0’

VP

T S

TA

12+

85.0

0

EL

. =

603.9

0’

VP

C S

TA

14+

50.0

0

EL

. =

605.5

8’

VP

T S

TA

15+

50.0

0

EL

. =

606.3

5’

VP

C S

TA

16+

90.0

0

EL

. =

607.9

2’

VP

T S

TA

17+

50.0

0

EL

. =

608.6

0’

VP

C S

TA

15+

60.0

0

EL

. =

606.4

0’

VP

T S

TA

16+

60.0

0

EL

. =

607.4

5’

10+00 15+00

600

610

620

630

640

650

660

63

1.9

5

634.6

1

637.1

1

63

8.9

4

64

0.2

5

64

1.7

7

64

5.3

3

64

9.6

4

65

3.8

2

65

6.9

2

STA = 12+60.00

EL = 638.25’

(+)1.83 %(+)0.52 %

L = 70.00’

K = 53

ex = -0.11’

STA = 13+70.00

EL = 638.82’

(+)0.52 % (+)2.12 %

L = 110.00’

K = 68

ex = 0.22’

STA = 15+40.00

EL = 642.43’

(+)2.12 %

(+)3

.90 %

L = 120.00’

K = 68

ex = 0.27’

STA = 16+55.00

EL = 646.91’

(+)3

.90 %

(+)5

.51 %

L = 110.00’

K = 68

ex = 0.22’

15+00

638.4

6

639.5

0

641.6

1

64

4.7

7

649.4

0

VP

C S

TA

12+

25.0

0

EL

. =

637.6

1’

VP

T S

TA

12+

95.0

0

EL

. =

638.4

3’

VP

C S

TA

13+

15.0

0

EL

. =

638.5

4’

VP

T S

TA

14+

25.0

0

EL

. =

639.9

9’

VP

C S

TA

14+

80.0

0

EL

. =

641.1

6’

VP

C S

TA

16+

00.0

0

EL

. =

644.7

7’

VP

T S

TA

17+

10.0

0

EL

. =

649.9

4’

10+00

580

590

600

610

620

61

0.1

8

60

6.7

4

STA = 10+02.00

EL = 608.68’

(-)2.00 %

STA = 10+78.00

EL = 607.54’

(-)1.50 %(-)3.65 %

L = 44.00’

K = 20

ex = -0.12’

60

8.7

2

60

6.7

4

VP

C S

TA

10+

56.0

0

EL

. =

607.8

7’

VP

T S

TA

11+

00.0

0

EL

. =

606.7

4’

10+00

580

590

600

610

620

630

61

7.3

4

61

8.4

2

61

9.2

4

619.8

1

STA = 10+02.00

EL = 616.02’

(-)2.00 %(+)1.50 %

STA = 10+35.00

EL = 616.51’

(+)3.20 %

L = 60.00’

K = 35

ex = 0.13’

STA = 10+90.00

EL = 618.27’

(+)1.42 %

L = 45.00’

K = 25

ex = -0.10’

616.0

6

61

8.3

8

VP

C S

TA

10+

05.0

0

EL

. =

616.0

6’

VP

T S

TA

10+

65.0

0

EL

. =

617.4

7’

VP

C S

TA

10+

67.5

0

EL

. =

617.5

5’

VP

T S

TA

11+

12.5

0

EL

. =

618.5

9’

10+00

580

590

600

610

620

630

620.1

1

621.9

6

STA = 10+02.00

EL = 619.43’

(-)2.00 %

(+)1.50 %

STA = 10+07.00

EL = 619.50’

(+)4

.11 %

STA = 10+45.00

EL = 621.07’

(+)1.68 %

L = 60.00’

K = 25

ex = -0.18’

61

9.4

7

VP

C S

TA

10+

15.0

0

EL

. =

619.8

3’

VP

T S

TA

10+

75.0

0

EL

. =

621.5

7’

10+00

580

590

600

610

620

616.4

1

61

4.9

7

STA = 10+02.00

EL = 615.07’

(-)2.00 %

(+)1.50 %

STA = 10+10.00

EL = 615.19’

(+)1.83 %

STA = 10+60.00

EL = 616.11’

(-)3.00 %

L = 100.00’

K = 21

ex = -0.60’

615.1

1

61

4.8

8

VP

C S

TA

10+

10.0

0

EL

. =

615.1

9’

VP

T S

TA

11+

10.0

0

EL

. =

614.6

1’

10+00

580

590

600

610

620

630

640

650

63

3.7

4

63

7.1

5

638.9

6

64

0.4

4

STA = 10+02.00

EL = 633.81’

(-)2.00 %

STA = 10+10.00

EL = 633.93’

(+)1.50 %(+)2.50 % STA = 10+40.00

EL = 634.68’

L = 60.00’

K = 42

ex = 0.11’

STA = 11+10.00

EL = 637.44’

(+)3

.94 %

(+)1.78 %

L = 60.00’

K = 28

ex = -0.16’

63

3.8

5

63

6.9

7

VP

C S

TA

10+

10.0

0

EL

. =

633.9

3’

VP

T S

TA

10+

70.0

0

EL

. =

635.8

6’

VP

C S

TA

10+

80.0

0

EL

. =

636.2

6’

VP

T S

TA

11+

40.0

0

EL

. =

637.9

7’

1 4

CSJ:0047-14-046

CSJ:0047-06-108

District Engineer

DALLAS DISTRICT

LAVON

LAKE

3364

DALLAS DISTRICT

137

SCALE 0 1 2 3 4 5 6 MILES

N

GRAYSON CO.

DALLAS CO. ROCKWALL CO.

MARILEE

CELINA

RHEA

MILLS

WESTONANNA

DESERT

BLUE

RIDGE

PIKE

FARMERSVILLE

NEVADALAVON

WYLIE

MURPHYPLANO

SHEPTON

PRINCETON

VERONA

VALDASTA

MC KINNEY

CULLEOKA

SEDALIA

HU

NT

C

O.

DE

NT

ON

CO

.

544

289

3193

2478

544

2514

2551

2170

5 75

2170

1378

1378 2514

78 544205

3652755

1138

6

1778

1138

78

509

982

3286

547

547

6

1777

66

1827

75

982

1377

2756

2194

446

380

455

121

2862

3133160 78

981

1562

981

78

78

545

543

455

75 5

5

1461

289

483

455

428

455

2478

439

439

1193

2478

380

75

3038359

2933

720

289

2934

720

33

121

546

COLLIN COUNTY

FANNIN CO.

3356

3412

LUCAS

ALLEN

2786

Scale:

Vertical 1:20

C 2010

R

Texas Department

of Transportation

Design Schematic

C 2010 by Texas Department of Transportation

BEGIN PROJECT

END PROJECT

Horizontal 1:200

10’10’4’ 4’

4’ 4’

2 @ 12’2 @ 12’ 2 @ 12’ 2 @ 12’

6’ 6’Varies Varies

Rig

ht

of

Way

Rig

ht

of

Way

PGL PGL PGL PGL

24’ 24’ 24’ 24’36’

6:1 usual 6:1 usual3:1 max

3:1 max3:1 max3:1 max

3:1 max 3:1 max

1.5%1.5%

NB Mainlanes NB Frontage RoadSB MainlanesSB Frontage Road

2%2% 2% 2%

12’ 12’

usualusual usual

4’4’4’

300’ usual

C

Roll of

Original Approved October 2003

U.S. 75

Collin County

CSJ: 0047-06-108 0047-14-046

Design Speed: Mainlanes 70 mph

Functional Class.2: Urban Freeway

Major Cross Streets 40 mph

Minor Cross Streets 30 mph

Frontage Rds 40 mph

Project Length = 3.44 miles

SPUI Connectors 20 mph

Freeway Ramps 45 mph

L

SCHEMATIC PREPARED BY:

Prepared by or under the

Direct Supervision of:

86945

P.E. NUMBER

DATE

NAME

FOR INTERIM REVIEW ONLY. NOT FOR

PERMITTING, BIDDING OR CONSTRUCTION.

1-11-2010

William L. Hale, P.E.

From Spur 399 (South SH 121)

To South of US 380

Revised - July 2009

John Hudspeth

US 75 US 75

VIR

GIN

IA P

KW

Y

2005/2025 AVERAGE DAILY TRAFFIC VOLUMES (TxDOT TPP)

FM

30

38

US 75

Park

Vie

w

Vall

ey C

reek

Cre

ek

Wil

son

9900

15,900

2400

3900

7500

12,000

7500

12,000

45007200

30,100

48,200

30,100

48,000

9900

15,900 24003800

7500

12,100

7500

12,100

4600

7300

32,500

52,100

32,500

51,800

32,500

51,800

32,500

52,100

28,000

44,900

27,900

44,500

12,000

19,200

12,100

19,40024003900

2400

3800

9600

15,400

9700

15,500

10

0

200

10

0

200

10

0

200

10

0

200

4300

6900

3100

5000

310050

00

310050

00

2000

3200

21003400

8400

13,500

8500

13,600

30,300

48,400

30,300

48,400

30,400

48,700

30,400

48,700

10,500

16,800

10,500

16,900

6000

9600

60009600

4500

7300

34,300

54,900

34,300

54,800

28,300

45,200

28,300

45,300

310050

00

310050

004

300

6900

3100

5000

4500

7200

US 75 US 75

WH

ITE

ST

US

38

0

US 75

4500

7300

34,300

54,900

34,300

54,900

34,300

54,800

34,300

54,800

4500

7200

10

0

200

10

0

200

10

0

200

10

0

200

24

0039

00

400700

800

1300

2100

3400

2100

3400

800

1300

400700

24

0039

00 12,7

00

20,300

12,70020,300

3800

6200

3800

6100

21,600

34,600

21,600

34,600

21,600

34,500

21,600

34,500

16,500

26,400

16,500

26,500

6000

9700

6000

9600

10

0

200

10

0

200

10

0

200

10

0

200

10,600

17,000

38

006100

1900

3100

5600

9000

1900

3100

5600

9000

10,600

17,000

38

006100

6001000

500

800

21,100

33,700

21,000

33,600

6600

10,700

6500

10,400

2005/2025 AVERAGE DAILY TRAFFIC VOLUMES (TxDOT TPP)

N 1%%d 49’ 29.73" E

MA

TC

HL

INE

ST

A 8

15+

00.0

0

RCP CULVERT

RCP CULVERT

RCP CULVERT

RCP CULVERT

L

PROPOSED PGL

2

B21

B22

B23

B24

C9

C13

C14

C15

U3

U4

V1

V4

Z3

Z4

AA2

AA3

AA4

XH1

SOUTHBOUND US 75

NORTHBOUND US 75

48

’4

8’

14

L SBFR4B

L NBFR3B

SBFR

NBFR

BL XVIR

BL XNPK

BL XBDA

BL XGRN

BL XRDB

BL XBDS

BL XWHI

L RNB06B

L RSB06B L RSB07B

L RNB07B

L RSB08B

L RNB08B

L NBFR3B

L SBFR4B

L US75C L US75C

C

U1

L XVIR STA. 13+09.88=

L SBFR4 STA. 821+10.91

B

B

L US75 STA. 821+18.72=

L XVIR STA. 14+95.93

C

B

L XVIR STA. 16+65.36=

L NBFR3 STA. 821+74.38B

B

15’ R

TYP.

12’ R

TYP.

12’ R

TYP.

DRIVEWAY

(DRVN17)

DRIVEWAY

(DRVN18)

DRIVEWAY

(DRVN19)

R1

20’ R

TYP.

DRIVEWAY

(DRVS17)

25’ R

TYP.

DRIVEWAY

(DRVS18)

R2

10’ R

TYP.

DRIVEWAY

(DRVS19)

10’ R

TYP.

10’ R

TYP.

S1

DRIVEWAY

(DRVS20)

DRIVEWAY

(DRVS21)

DRIVEWAY

(DRVS22)

10’ R

TYP.

4’ R

TYP.

DRIVEWAY

(DRVS23)

10’ R

TYP.

C106’ R

TYP.

EX. R.O.W.

EX. R.O.W.

B18

END RET. WALL SB14

BEGIN RET. WALL VA1

L US 75 STA 820+03.24

OFFSET = 98.00’ LT

END RET. WALL NB15

END RET. WALL VA1

L US 75 STA 820+04.87

OFFSET = 98.00’ RT

C

U2

BEGIN RET. WALL SB15

BEGIN RET. WALL VA2

L US 75 STA 822+32.57

OFFSET = 98.84’ LT

C C

C

BEGIN RET. WALL NB16

END RET. WALL VA2

L US 75 STA 822+34.20

OFFSET = 98.00’ RT

DRIVEWAY

(DRVN20)

DRIVEWAY

(DRVN21)

10’ R

TYP.

10’ R

TYP.

DRIVEWAY

(DRVN22)

DRIVEWAY

(DRVN23)

DRIVEWAY

(DRVN24)

20’ R

TYP.

12’ R

TYP.

25’ R

TYP.

T1 T2

25’ R

TYP.

DRIVEWAY

(DRVN25)

20’ R

TYP.

DRIVEWAY

(DRVN26)

END RET. WALL SB15

L US 75 STA 830+50.00

OFFSET = 120.00’ LT

25’ R

TYP.

DRIVEWAY

(DRVS24)

20’ R

TYP.

DRIVEWAY

(DRVS25)

C

C

C11

BEGIN RET. WALL SB16

L US 75 STA 829+00.00

OFFSET = 86.00’ LT

B19

C

DRIVEWAY

(DRVN27)

LEGEND

BB5 CURVE NO.

RETAINING WALL

CONTROL OF ACCESS

EXISTING RIGHT OF WAY

BRIDGE/ROADWAY REMOVAL

15’ R

TYP.

15’ R

TYP.

DRIVEWAY

(DRVN28)

T3

15’ R

TYP.

DRIVEWAY

(DRVN29)

T4

9’ R

TYP.

10’ R

TYP.

DRIVEWAY

(DRVN30)

DRIVEWAY

(DRVN31)

15’ R

TYP.

L XBDA STA. 10+00.00=

L NBFR3 STA. 837+86.21L XGRN STA. 10+00.00=

L NBFR3 STA. 842+48.31

L XWHI STA. 16+58.80=

L NBFR3 STA. 863+37.05

B

BB

B

B

B

B

B

END PROJECT

STA. 874+62.27

N 7130377.59, E 2538531.60

SEE TxDOT PROJECT

FOR US75/US380 INTERCHANGE

CSJ:0047-14-063

END PROJECT

STA. 874+62.27

EL = 661.84

SEE TxDOT PROJECT

FOR US75/US380 INTERCHANGE

CSJ:0047-14-063

L XNPK STA. 10+00.00=

L SBFR4 STA. 837+26.27

L XBDS STA. 10+00.00=

L SBFR4 STA. 841+86.51

L XWHI STA. 13+23.86=

L SBFR4 STA. 862+68.95

L US75 STA. 862+79.08=

L XWHI STA. 14+98.01

END RET. WALL SB16

L US 75 STA 836+00.00

OFFSET = 86.00’ LT

V2

50’ R

TYP.

50’ R

TYP.

50’ R

TYP.

50’ R

TYP.

35’ R

TYP.

20’ R

TYP.

25’ R

TYP.

15’ R

TYP.

35’ R

TYP.

35’ R

TYP.

20’ R

TYP.19’ R

TYP.

DRIVEWAY

(DRVN32)

DRIVEWAY

(DRVN33) DRIVEWAY

(DRVN34)

10’ R

TYP.

W1

DRIVEWAY

(DRVN35)

15’ R

TYP.

W2

DRIVEWAY

(DRVN36)

15’ R

TYP. DRIVEWAY

(DRVN37)

15’ R

TYP.

15’ R

TYP.

12’ R

TYP.

DRIVEWAY

(DRVN38)

DRIVEWAY

(DRVN39)

15’ R

TYP.

L XRDB STA. 10+00.00=

L NBFR3 STA. 854+07.54

W3

DRIVEWAY

(DRVN40)

DRIVEWAY

(DRVN41)

15’ R

TYP.

15’ R

TYP.

V3

END RET. WALL NB16

L US 75 STA 830+00.00

OFFSET = 120.00’ RT

DRIVEWAY

(DRVN42)

W4

15’ R

TYP.10’ R

TYP.

DRIVEWAY

(DRVN43)

DRIVEWAY

(DRVN44)

10’ R

TYP.

10’ R

TYP.

X1

20’ R

TYP.

DRIVEWAY

(DRVN45)

BEGIN RET. WALL NB17

L US 75 STA 847+50.00

OFFSET = 120.00’ RT

B20

END RET. WALL NB17

END RET. WALL WH1

L US 75 STA 861+71.98

OFFSET = 98.00’ RT

35’ R

TYP.

Y2

60’ R

TYP.

50’ R

TYP.

Z1

DRIVEWAY

(DRVN46)

15’ R

TYP.

15’ R

TYP.

BEGIN RET. WALL NB18

END RET. WALL WH2

L US 75 STA 863+90.23

OFFSET = 98.00’ RT

DRIVEWAY

(DRVN47)

DRIVEWAY

(DRVN48)

15’ R

TYP.

Z2

20’ R

TYP.

DRIVEWAY

(DRVN49)DRIVEWAY

(DRVN50)

DRIVEWAY

(DRVN51)

15’ R

TYP.

15’ R

TYP.

END RET. WALL NB18

L US 75 STA 870+00.00

OFFSET = 116.00’ RT

B

B

C B

B

B

B

B

C

C

C

C

C

60’ R

TYP.

60’ R

TYP.

BEGIN RET. WALL SB17

L US 75 STA 843+05.70

OFFSET = 163.00’ LT

END RET. WALL SB17

L US 75 STA 848+05.70

OFFSET = 163.00’ LT

BEGIN RET. WALL SB17

L US 75 STA 846+00.00

OFFSET = 120.00’ LT

DRIVEWAY

(DRVS26)

DRIVEWAY

(DRVS27)

A2

DRIVEWAY

(DRVS28)

C

C

20’ R

TYP.20’ R

TYP.25’ R

TYP.

END RET. WALL SB17

BEGIN RET. WALL WH1

L US 75 STA 861+50.38

OFFSET = 98.00’ LT

Y1

X2

BEGIN RET. WALL SB18

BEGIN RET. WALL WH2

L US 75 STA 863+67.45

OFFSET = 98.00’ LT

C

END RET. WALL SB18

L US 75 STA 871+12.33

OFFSET = 116.00’ LT

DRIVEWAY

(DRVS29)

20’ R

TYP.

C

TY

P.

48

54

48

10

TY

P.

4’

TY

P.

4’

TY

P.

60

’6

0’

40

’6

4’

40

64

52

40

40’

64’

40’

60’

60’

48’

48’

40

52

40

40’

40’

40’

14

TY

P.

8’

TY

P.

27

TY

P.

2’

TY

P.

VIRGINIA PKWY. (FM 3038)

(XVIR)

WHITE AVE.

(XWHI)

NORTH PARK RD.

(XNPK)

BOIS D ARC RD.

(XBDA)

BOIS D ARC RD.

(XBDS)

GREENWOOD RD.

(XGRN)

REDBUD TR.

(XRDB)

C

C

VIR

GIN

IA P

KW

Y.

(F

M 3

038)

VIR

GIN

IA P

KW

Y.

(S

P 3

59)

NO

RT

H P

AR

K D

R.

BO

IS D

AR

C R

D.

BO

IS D

AR

C R

D.

GR

EE

NW

OO

D R

D.

RE

DB

UD

TR

.

WH

ITE

WH

ITE

AV

E.

HE

RIT

AG

E D

R.

HE

RIT

AG

E B

LV

D.

UN

IVE

RS

ITY

DR

.

(U

S 3

80)

2

EXISTING @ C US 75

16.5

MIN

.

16.5

MIN

.

C

S2

END BRIDGE

L US 75 STA. 822+35.72

BEGIN BRIDGE

L US 75 STA. 820+01.72

C

BEGIN BRIDGE

L US 75 STA. 861+58.74

C12

C

END BRIDGE

L US 75 STA. 863+81.09

AA1

64’

C

BEGIN BRIDGE

L US 75 STA. 820+01.72END BRIDGE

L US 75 STA. 822+35.72C C

BEGIN BRIDGE

L US 75 STA. 861+58.74

END BRIDGE

L US 75 STA. 863+81.09C

C

AV

E.

PROPOSED PGL

EXISTING @ B XVIRL

PROPOSED PGL

EXISTING @ B XWHIL

PROPOSED PGL

L

PROPOSED PGL

EXISTING @ B XBDAL

PROPOSED PGL

EXISTING @ B XBDSL

PROPOSED PGL

L

PROPOSED PGL

L

EXISTING

@ B XNPK

EXISTING

@ B XGRN

EXISTING

@ B XRDB