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