HDR Engineering, Inc. 17111 Preston Road, Suite 200 Dallas, Texas 75248-1229 TEXAS DEPARTMENT OF TRANSPORTATION C 2009 by Texas Department of Transportation Fort Worth, Texas 71426 SCHEMATIC PREPARED BY: P.E. NUMBER DATE PHILLIP WAYNE ULLMAN PROJECT MANAGER NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES PRELIMINARY SUBJECT TO REVISIONS Scale: Horizontal 1:200 Vertical 1:20 CSJ: 0353-03-059, 0353-03-079, 0364-01-112, 0364-01-113, 0364-01-115, 0364-01-072 Scale: Horizontal 1:200 Vertical 1:20 January 8, 2009 FUNCTIONAL CLASSIFICATION, DESIGN SPEED: MAINLANES - URBAN FREEWAY, 70 MPH COLLECTOR DISTRIBUTOR - URBAN FREEWAY, 50 MPH RAMPS - URBAN FREEWAY, 50 MPH FRONTAGE ROADS - COLLECTOR, 40 MPH CROSS STREETS - COLLECTOR, 30MPH TURNABOUTS - COLLECTOR, 20 MPH FM 2499 -URBAN FREEWAY, 55 MPH FUNCTIONAL CLASSIFICATION, DESIGN SPEED: MAINLANES - URBAN FREEWAY, 70 MPH COLLECTOR DISTRIBUTOR - URBAN FREEWAY, 50 MPH RAMPS - URBAN FREEWAY, 50 MPH FRONTAGE ROADS - COLLECTOR, 40 MPH CROSS STREETS - COLLECTOR, 30MPH TURNABOUTS - COLLECTOR, 20 MPH FM 2499 -URBAN FREEWAY, 55 MPH C 2009 R Texas Department of Transportation PUBLIC HEARING DISPLAY Tarrant County February 24, 2009 State Highway 121 From SH 360 to FM 2499 From Business 114L to International Parkway And State Highway 114 TEXAS DEPARTMENT OF TRANSPORTATION C 2009 by Texas Department of Transportation Fort Worth, Texas CSJ: 0353-03-059, 0353-03-079, 0364-01-112, 0364-01-113, 0364-01-115, 0364-01-072 PUBLIC HEARING DISPLAY Tarrant County February 24, 2009 State Highway 121 From SH 360 to FM 2499 From Business 114L to International Parkway And State Highway 114 2A LEGEND 1000 - 2030 ADT 1000 - 2005 ADT Unlabeled intersections will operate under stop conditions. SIGNALIZED INTERSECTION SIGNALIZED INTERSECTION SH 26 SH 114 SH 121 SH 26 B 114 TRANSPORTATION PLANNING AND PROGRAMMING DIVISION ON SH 114/121 FROM B 114 TO DALLAS COUNTY LINE TARRANT COUNTY SHEET 7 OF 16 HOV HOV MODIFIED ACCESS PLAN Texan Trail 14600 9000 128100 76600 16100 10000 10200 16200 11700 7200 5400 3300 1800 2900 8400 5300 82000 139100 10000 16100 2900 1800 8400 13300 2000 3200 8000 5100 6300 3900 3100 5000 8100 5000 2000 3200 4500 6600 5400 3300 6400 10100 6400 4000 5700 9100 2500 3400 1600 2700 2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS 5800 9000 9000 5800 13500 8000 Note (05/23/08)- The Volumes are based on the schematic provided by TxDOT on 05/16/08 SH 114 SH 121 SH 114 International Parkway HOV HOV 15500 9700 3300 6100 11300 5700 82100 136800 89700 52500 34100 54500 3700 2300 7400 11800 92400 52300 29800 45500 41700 27700 6400 12800 7300 11800 12300 24600 17400 9000 6900 16100 5000 9500 2500 3900 21700 14200 7000 16500 31800 56600 20700 33100 49600 85900 2700 1700 16700 25600 73000 30400 2700 5500 1000 600 1000 600 1700 2700 5500 2700 49600 85900 11800 7400 55400 35900 32800 49900 22700 13600 9500 4700 16400 6800 10200 18800 3100 5800 8100 5300 3200 1400 15300 22400 25600 16700 11900 25600 45500 16600 81700 35800 23600 56600 66100 28300 3300 1700 19700 8500 REVISED 05/28/08 2100 1300 3600 2200 15700 26200 13300 24600 LEGEND 1000 - 2005 ADT 1000 - 2030 ADT Unlabeled intersections will operate under stop conditions. SH 121 SH 121 IH 635 TARRANT COUNTY TRANSPORTATION PLANNING AND PROGRAMMING DIVISION SHEET 9 OF 16 MODIFIED ACCESS PLAN 6500 3300 6500 3300 3900 7400 7400 3900 9300 20000 24500 13300 20600 46700 31000 19600 82600 43700 116400 59800 56600 31800 5300 11300 33100 20700 13300 24500 16100 33800 33800 16100 12200 25200 11300 5300 3300 6900 25200 12200 6900 3300 32000 15200 45100 80700 32900 55500 34000 57600 2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND 5000 10700 31700 57600 26700 46900 20000 9300 10700 5000 26700 46900 46700 20600 Note (05/23/08)- The Volumes are based on the schematic provided by TxDOT on 05/16/08 33300 71100 REVISED 05/28/08 TURNING MOVEMENTS ON SH 114/121 FROM B 114 TO DALLAS COUNTY LINE LEGEND 1000 - 2030 ADT 1000 - 2005 ADT Unlabeled intersections will operate under stop conditions. SIGNALIZED INTERSECTION SIGNALIZED INTERSECTION TRANSPORTATION PLANNING AND PROGRAMMING DIVISION TARRANT COUNTY SHEET 10 OF 16 TO DALLAS COUNTY LINE Bethel Bass Pro Dr. MODIFIED ACCESS PLAN VOLUMES AND TURNING MOVEMENTS ON SH 114/121 FROM B 114 REVISED 12/07/06 2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC 19100 9200 23700 11300 7000 14500 16000 7600 1600 3100 3100 1600 5400 11400 5200 2400 12600 5900 11800 5600 2300 1100 10800 5200 3400 7100 14100 6800 3800 1800 3900 7200 5000 10500 21300 10700 400 900 13900 7200 13900 7200 30700 14300 3900 8300 47300 93600 82600 43700 59000 28300 8600 18200 400 900 8200 17300 1900 3900 5100 10700 3600 1700 6300 13400 4300 9100 3700 7900 LEGEND 1000 - 2030 ADT 1000 - 2005 ADT Unlabeled intersections will operate under stop conditions. SIGNALIZED INTERSECTION SIGNALIZED INTERSECTION FM 2499 SH 121 SHEET 11 OF 16 SH 26 Grapevine Mills S Grapevine Mills S MODIFIED ACCESS PLAN REVISED 12/07/06 6700 3200 14300 6900 15400 7400 600 300 6500 3100 500 1100 3700 7800 13600 6500 6300 3000 1300 600 7800 3700 7100 3400 3400 7300 16000 7700 3400 7100 2100 1000 4600 2200 7600 3700 13900 6700 1600 3400 400 100 17300 8300 1900 900 3300 1600 900 1900 700 1500 2700 5600 1900 4100 1900 4100 20600 9900 6400 3100 14200 14900 44500 20900 47600 22900 14200 6800 700 300 1900 4100 9100 4400 4800 10000 30700 14300 9900 4700 6600 13800 10000 4800 4700 9900 47600 22900 5400 11400 6400 3100 3900 8100 75800 40400 3300 6800 19900 9500 47300 93600 75800 40400 13600 6400 5400 11400 3100 6400 6800 3300 3900 8100 7200 14900 4E LEGEND 1000 - 2030 ADT 1000 - 2005 ADT Unlabeled intersections will operate under stop conditions. SIGNALIZED INTERSECTION SIGNALIZED INTERSECTION SIGNALIZED INTERSECTION SIGNALIZED INTERSECTION MATCH SHEET 11 MATCH SHEET 11 MATCH SHEET 11 MATCH SHEET 11 TRANSPORTATION PLANNING AND PROGRAMMING DIVISION TARRANT COUNTY ON SH 114/121 FROM B 114 TO DALLAS COUNTY LINE SHEET 16 OF 16 GRAPEVINE MILLS DRIVE STARS AND STRIPES FM 2499 MODIFIED ACCESS PLAN REVISED 12/07/06 11300 5400 15500 33200 33200 16000 6900 14400 6400 3100 5400 11300 16100 7800 700 1600 5500 2600 8000 3900 10600 5200 400 900 10600 5200 400 900 7600 3600 4800 10100 18200 8800 100 200 18200 8800 100 200 9000 4300 10900 5200 9200 4500 1900 4100 6900 3300 3100 6400 7300 3500 5800 12300 14200 6800 100 400 14600 6900 15500 33200 33200 16000 6600 14100 47800 22400 22600 47300 14400 6900 2200 4800 1600 700 8400 17600 900 500 400 900 8000 3800 8000 16700 7300 3500 8300 17400 1700 3700 200 300 200 100 8500 17700 200 100 8500 17700 7100 3300 4900 10000 7900 3800 3600 7700 6300 3000 4400 9300 5900 12400 2100 4400 400 100 6500 13700 2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS EXISTING R.O.W. 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N 6%%d 38’ 25.00" W S 63%%d 16’ 50.00" E Due East N 85%%d 28’ 34.00" E S 88%%d 46’ 16.00" E N 6%%d 35’ 41.00" W N 2%%d 00’ 00.00" E S 1%%d 56’ 28.00" W S 89%%d 38’ 31.25" E S 89%%d 38’ 31.25" E S 0%%d 33’ 34.00" E 650+00 655+00 660+00 665+00 670+00 675+00 680+00 685+00 690+00 695+00 700+00 705+00 710+00 715+00 650+00 655+00 660+00 665+00 670+00 675+00 680+00 685+00 690+00 695+00 700+00 705+00 710+00 715+00 100+00 105+00 110+00 0+00 5+00 10+00 0+00 5+00 10+00 0+00 5+00 10+00 100+00 105+00 110+00 N 0%%d 33’ 34.00" W N 0%%d 33’ 34.00" W S 4%%d 33’ 34.00" E N 7%%d 26’ 26.00" E N 0%%d 33’ 34.00" W N 4%%d 26’ 26.00" E 5885+00 5890+00 5895+00 5900+00 5905+00 5910+00 5915+00 N 3%%d 26’ 26.00" E N 26%%d 11’ 30.00" E N 0%%d 33’ 34.00" W 0+00 5+00 10+00 15+00 20+00 25+00 N 4%%d 33’ 34.00" W 3855+00 3860+00 3865+00 3870+00 3875+00 3880+00 3885+00 0+00 5+00 10+00 15+00 20+00 S 5%%d 03’ 32.00" E 0+00 5+00 10+00 15+00 20+00 N 4%%d 26’ 26.00" E N 1%%d 05’ 45.00" W S 1%%d 17’ 00.00" E 0+00 5+00 10+00 6915+00 6920+00 6925+00 6930+00 6935+00 6940+00 6945+00 6950+00 N 25%%d 49’ 10.00" E 4935+00 4940+00 4945+00 N 63%%d 34’ 23.00" E N 37%%d 31’ 28.00" E N 70%%d 35’ 18.00" E N 54%%d 11’ 19.00" E N 66%%d 43’ 50.00" E N 28%%d 10’ 23.00" E N 37%%d 48’ 13.28" E 0+00 5+00 10+00 15+00 20+00 25+00 N 44%%d 32’ 30.00" E N 34%%d 58’ 23.00" E N 0%%d 33’ 34.00" W N 38%%d 47’ 03.00" E N 41%%d 16’ 20.80" E 800+00 N 63%%d 34’ 23.00" E 5915+00 5920+00 5925+00 5930+00 5935+00 5940+00 5945+00 5950+00 5955+00 5960+00 5965+00 5970+00 5975+00 5980+00 S 75%%d 58’ 39.00" E 3260+00 3265+00 3270+00 3275+00 3280+00 3285+00 3290+00 3295+00 3300+00 3305+00 3310+00 3315+00 N 0%%d 33’ 34.00" W N 1%%d 56’ 28.00" E N 16%%d 10’ 43.00" E 680+00 685+00 690+00 695+00 700+00 705+00 710+00 715+00 720+00 725+00 730+00 735+00 740+00 745+00 750+00 755+00 760+00 765+00 770+00 775+00 780+00 785+00 600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 S 63%%d 16’ 50.00" E S 59%%d 16’ 50.00" E 5000+00 5005+00 5010+00 5015+00 5020+00 5025+00 N 24%%d 58’ 23.00" E N 29%%d 58’ 23.00" E N 24%%d 10’ 23.00" E 0+00 5+00 10+00 15+00 0+00 5+00 10+00 15+00 N 13%%d 44’ 14.00" W N 7%%d 33’ 34.00" W N 16%%d 10’ 43.00" E 0+00 5+00 10+00 15+00 2865+00 2870+00 2875+00 2880+00 2885+00 2890+00 2895+00 2900+00 2905+00 2910+00 2915+00 2920+00 2925+00 2930+00 2935+00 2940+00 2945+00 2950+00 2955+00 N 59%%d 56’ 50.00" W N 0%%d 33’ 34.00" W N 19%%d 30’ 52.00" W N 29%%d 58’ 23.00" E N 41%%d 32’ 34.00" E 4875+00 4880+00 4885+00 4890+00 4895+00 4900+00 4905+00 4910+00 4915+00 4920+00 4925+00 4930+00 4935+00 4940+00 4945+00 N 3%%d 26’ 26.00" E N 0%%d 33’ 34.00" W N 26%%d 40’ 14.00" E N 10%%d 35’ 41.00" W N 1%%d 50’ 16.00" E N 12%%d 18’ 00.00" W 0+00 5+00 10+00 15+00 20+00 25+00 N 0%%d 33’ 34.00" W N 4%%d 02’ 49.00" E N 23%%d 36’ 29.00" E N 1%%d 50’ 16.00" E ’ 13.00" E N 8%%d 57’ 08.00" W N 4%%d 02’ 49.00" E N 23%%d 36’ 29.00" E 2790+00 2795+00 2800+00 2805+00 2810+00 2815+00 2820+00 2825+00 2830+00 2835+00 2840+00 2845+00 2850+00 2855+00 2860+00 2865+00 2870+00 2875+00 2880+00 2885+00 2890+00 2895+00 2900+00 2905+00 2910+00 2915+00 2920+00 2925+00 2930+00 2935+00 2940+00 2945+00 940+00 945+00 950+00 S 47%%d 10’ 30.75" E S 41%%d 09’ 59.00" E 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 N 14%%d 56’ 04.00" W S 47%%d 09’ 59.00" E N 53%%d 09’ 59.00" W 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 N 73%%d 39’ 59.00" W N 4%%d 33’ 34.00" W N 3%%d 32’ 26.00" E 0+00 5+00 10+00 15+00 20+00 25+00 0+00 5+00 10+00 15+00 20+00 25+00 0+00 5+00 10+00 15+00 20+00 25+00 N 47%%d 56’ 29.83" E 0+00 5+00 10+00 15+00 20+00 25+00 30+00 0+00 5+00 10+00 15+00 20+00 25+00 N 59%%d 55’ 10.00" E S 41%%d 09’ 59.00" E S 57%%d 09’ 59.00" E 0+00 5+00 10+00 15+00 20+00 25+00 30+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 1785+00 1790+00 1795+00 1800+00 1805+00 1810+00 1815+00 1820+00 1825+00 1830+00 1835+00 1840+00 1845+00 1850+00 1855+00 1860+00 1865+00 1870+00 1875+00 1880+00 1885+00 1890+00 1895+00 1900+00 1905+00 1910+00 1915+00 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1950+00 1955+00 1960+00 1965+00 540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00 580+00 585+00 590+00 5+00 10+00 15+00 20+00 N 59%%d 17’ 57.00" E 0+00 5+00 10+00 15+00 S 56%%d 24’ 45.00" E 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 15+00 20+00 0+00 5+00 10+00 15+00 S 78%%d 05’ 22.00" E 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 0+00 5+00 10+00 15+00 20+00 25+00 N 4%%d 33’ 34.00" W 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 N 47%%d 10’ 30.75" W N 74%%d 04’ 59.00" W 160+00 165+00 170+00 S 70%%d 58’ 31.00" E 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 10+00 15+00 N 77%%d 48’ 36.00" E S 1%%d 50’ 16.00" W S 1%%d 50’ 16.00" W 4000+00 4005+00 4010+00 4015+00 4020+00 4025+00 4030+00 4035+00 4040+00 4045+00 4050+00 4055+00 2000+00 2005+00 2010+00 2015+00 2020+00 3000+00 3005+00 3010+00 3015+00 3020+00 S 1%%d 50’ 16.00" W S 1%%d 50’ 16.00" W 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 S 1%%d 50’ 16.00" W S 4%%d 36’ 18.00" E 700+00 705+00 710+00 715+00 720+00 725+00 730+00 735+00 N 3%%d 04’ 04.00" W S 4%%d 26’ 26.00" W S 12%%d 27’ 30.00" W S 18%%d 50’ 44.00" E 0+00 5+00 10+00 15+00 20+00 25+00 30+00 N 0%%d 32’ 30.00" W N 89%%d 27’ 30.00" E 0+00 5+00 0+00 5+00 N 0%%d 32’ 30.00" W S 89%%d 27’ 30.00" W 0+00 5+00 S 6%%d 05’ 07.00" E S 23%%d 27’ 30.00" W S 0%%d 32’ 30.00" E 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 805+00 810+00 815+00 820+00 825+00 830+00 N 4%%d 32’ 30.00" W N 9%%d 02’ 30.00" W S 2%%d 09’ 44.00" E 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 S 11%%d 11’ 01.00" W 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 N 0%%d 28’ 38.00" W N 7%%d 11’ 01.00" E N 0%%d 33’ 34.00" W 480+00 485+00 490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00 S 0%%d 32’ 30.00" E S 13%%d 04’ 49.79" E 0+00 5+00 10+00 15+00 S 89%%d 38’ 31.25" E N 74%%d 42’ 57.73" E S 89%%d 18’ 18.00" E 105+00 110+00 115+00 120+00 125+00 130+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 N 89%%d 38’ 34.08" W N 89%%d 27’ 30.05" E S 7%%d 51’ 38.60" W S 0%%d 32’ 30.00" E N 4%%d 41’ 23.00" W 0+00 5+00 10+00 15+00 20+00 S 17%%d 32’ 30.00" E 0+00 S 11%%d 27’ 30.00" W 0+00 5+00 5+00 10+00 15+00 20+00 PROPOSED GRADE L CSBPDR C BASS PRO DRIVE PROPOSED GRADE EXISTING GROUND 17.1’ CONTROL LINE RSNBPDR1 CONTROL LINE 635ML2 CONTROL LINE UTRNBPS CONTROL LINE 2499ML2 CONTROL LINE 635ML1 CONTROL LINE DN26N21 18.0’ 21.9’ 16.6’ PROPOSED BRIDGE CLASS 8-8’ X 7’ BOX CULVERT FL 533.10 PROPOSED 7’ X 7’ BOX CULVERT FL 536.15 PROPOSED 2-6’ X 6’ BOX CULVERTS FL 534.27 STA = 1849+50.00 EL = 596.87’ (+)0.9435 % (-)2.9781 % L = 1,000.00’ K = 255 ex = -4.90’ STA = 1866+25.00 EL = 546.98’ (-)2.9781 % (+)0.5022 % L = 1,850.00’ K = 532 ex = 8.05’ STA = 1889+25.00 EL = 558.54’ (+)0.5022 % (-)0.5000 % L = 1,000.00’ K = 998 ex = -1.25’ STA = 1913+00.00 EL = 546.66’ (-)0.5000 % (+)0.4911 % L = 300.00’ K = 303 ex = 0.37’ STA = 1919+50.00 EL = 549.85’ (+)0.4911 % (-)1.7884 % L = 600.00’ K = 263 ex = -1.71’ STA = 1924+50.00 EL = 540.91’ (-)1.7884 % (-)0.5000 % L = 250.00’ K = 194 ex = 0.40’ STA = 1956+50.00 EL = 524.91’ (-)0.5000 % (+)2.0989 % L = 1,000.00’ K = 385 ex = 3.25’ VPC 1857+00.00 EL. = 574.53’ VPT 1875+50.00 EL. = 551.63’ VPC 1923+25.00 EL. = 543.15’ VPT 1925+75.00 EL. = 540.29’ VPC 1951+50.00 EL. = 527.41’ C 23.0’ ENTRANCE - 635ML1 ENTRANCE - DSM97SM21 EXIT - RNEBPDR 47.8’ 17.7’ 18.0’ DART (COTTONBELT) RR VPC 1844+50.00 EL. = 592.15’ VPT 1854+50.00 EL. = 581.98’ VPC 1884+25.00 EL. = 556.02’ VPT 1894+25.00 EL. = 556.04’ VPC 1916+50.00 EL. = 548.38’ VPT 1922+50.00 EL. = 544.49’ 1955+00 1960+00 532.17 531.82 531.73 531.21 530.97 1955+00 1960+00 1955+00 1960+00 527.25 527.79 528.59 529.65 530.97 1950+00 534.83 534.36 534.06 533.94 533.58 533.21 532.86 532.47 532.35 1950+00 1950+00 530.16 529.66 529.16 528.66 528.16 527.66 527.19 526.95 526.97 1935+00 1940+00 1945+00 536.12 534.87 534.10 534.07 534.18 534.34 534.84 535.31 535.89 535.59 535.25 1935+00 1940+00 1945+00 1935+00 1940+00 1945+00 535.66 535.16 534.66 534.16 533.66 533.16 532.66 532.16 531.66 531.16 530.66 1930+00 539.90 538.74 537.95 537.20 538.01 538.30 538.61 538.74 538.69 537.30 1930+00 1930+00 540.80 540.16 539.66 539.16 538.66 538.16 537.66 537.16 536.66 536.16 1925+00 1915+00 1920+00 542.38 542.57 541.97 541.65 541.13 540.57 540.76 541.84 541.58 540.88 540.15 1915+00 1920+00 1915+00 1920+00 547.19 547.64 548.13 548.58 548.69 548.42 547.77 546.74 545.33 543.59 541.95 1905+00 1910+00 550.66 550.77 549.97 549.09 548.08 547.17 546.07 544.29 543.00 542.45 1905+00 1910+00 1905+00 1910+00 551.16 550.66 550.16 549.66 549.16 548.66 548.16 547.66 547.20 547.03 1895+00 1900+00 552.84 552.28 551.90 551.81 551.16 550.79 550.36 550.45 550.96 550.64 1900+00 1895+00 1895+00 1900+00 556.16 555.66 555.16 554.66 554.16 553.66 553.16 552.66 552.16 551.66 1880+00 1885+00 1890+00 549.41 550.03 550.61 551.24 551.71 552.10 552.52 552.87 552.98 553.49 553.41 553.68 553.44 553.00 1880+00 1885+00 1890+00 1880+00 1885+00 1890+00 553.89 554.39 554.89 555.40 555.90 556.37 556.75 557.03 557.20 557.28 557.25 557.13 556.91 556.58 1870+00 1875+00 544.74 545.78 545.82 546.47 546.69 547.11 547.39 548.46 548.83 548.26 548.91 1870+00 1875+00 1870+00 1875+00 552.34 551.71 551.27 551.02 550.96 551.09 551.40 551.88 552.38 552.89 553.39 1865+00 556.32 553.51 551.19 549.29 547.61 546.56 545.68 1865+00 1865+00 561.99 560.05 558.29 556.73 555.35 554.16 553.15 1855+00 1860+00 582.10 580.03 577.30 574.62 571.35 568.40 565.57 562.00 559.22 1855+00 1860+00 1855+00 1860+00 586.00 583.42 580.49 577.51 574.53 571.65 568.95 566.44 564.12 1845+00 1850+00 588.37 589.25 589.71 590.16 590.14 570.96 557.31 570.68 586.11 584.19 1845+00 1850+00 1845+00 1850+00 590.74 591.68 592.57 593.12 593.28 593.05 592.43 591.41 590.00 588.20 587.33 510 520 530 540 550 560 570 580 590 600 (MGV21) SH 121 MAINLANES (MGV21) SH 121 MAINLANES (MGV21) SH 121 MAINLANES EXIT-2499ML2 EXIT-DSM21SM97 33.00’ END PROJECT END CONSTRUCTION STA. 1951+47.52 END CSJ: 0364-01-115 TIE TO PVMT. BY OTHERS CSJ: 0364-01-072 CONTROL LINE UTRNBPN L MGV21 STA 1843+00.00 (0.00’ RT) = CONTROL LINE 121ML4 STA 878+60.56 (24.00’ LT) EL = 590.26 CONTROL LINE 121ML5 STA 976+62.58 (24.00’ RT) EL = 590.26 EXIT-RNESL EXIT-DSM21EM35 ENTRANCE - DNM99NM21 VPC 1911+50.00 EL. = 547.41’ VPT 1914+50.00 EL. = 547.40’ C L CSBPDR EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE BASS PRO DRIVE CONTROL LINE DEM14NM97 CONTROL LINE 121ML4 CONTROL LINE DWM35SM97 CONTROL LINE UTRNBPN CONTROL LINE UTRNBPS CONTROL LINE DSM21EM35 18.1’ EXIT - 635ML2 16.8’ 520 530 540 550 560 570 580 590 600 610 620 630 572.87 572.37 571.95 571.59 570.98 570.17 569.71 569.14 568.69 568.03 567.41 566.71 566.13 566.04 565.53 568.52 572.58 574.72 575.98 571.97 575.75 578.40 577.62 561.53 561.34 564.38 580.01 580.38 581.02 581.00 581.11 580.93 581.99 585.73 583.77 580.28 579.18 578.60 578.17 577.52 576.85 575.79 575.01 574.15 573.41 572.09 571.00 552.75 552.98 553.84 554.19 554.09 564.77 580.82 590.43 586.63 575.17 564.81 558.05 555.87 552.99 554.22 555.51 557.00 557.52 558.19 556.31 553.94 552.00 557.90 552.05 549.86 547.39 545.87 544.90 544.70 545.47 545.45 546.10 547.64 550.39 552.00 551.94 550.64 549.99 549.21 548.28 547.45 546.69 545.67 544.81 544.35 544.64 543.79 542.40 542.21 541.72 541.22 541.01 541.40 542.03 542.22 542.90 540.47 541.19 537.08 536.81 539.37 539.50 560.59 551.99 551.94 545.95 541.37 538.29 536.93 536.25 535.78 535.59 17.9’ 20.4’ 17.7’ 17.8’ C SH 26 L ENTRANCE - RSNSS C CONTROL LINE 97ML2 STA 2945+97.40 (0.00’ RT) L 2499ML1 STA 4046+69.82 (30.00’ RT) = EL = 531.98 CONTROL LINE DN26N21 PROPOSED 2-6’ X 6’ BOX CULVERTS FL 536.47 CONTROL LINE RSNBPDR1 52.8’ CONTROL LINE 635ML2 44.8’ 560 520 530 540 550 570 580 590 600 610 620 630 22.4’ CONTROL LINE ME14MS14 24.0’ CONTROL LINE 114ML1 CONTROL LINE MN14MW14 16.9’ 2790+00 2795+00 2800+00 2805+00 2810+00 2815+00 2820+00 2825+00 2830+00 2835+00 2875+00 2880+00 2885+00 2890+00 2895+00 2900+00 2905+00 2910+00 2915+00 2920+00 2925+00 2930+00 2935+00 2940+00 2945+00 ENTRANCE - DEM14SM97 ENTRANCE - DNM14SM97 CONTROL LINE FRN360 16.6’ 18.5’ 17.3’ 19.1’ CONTROL LINE RWNTXTR CONTROL LINE 121ML5 SPUR 97 SOUTH (97ML2) 17.3’ CONTROL LINE DNM97SM14 EXIT - DSM97SM14 EXIT - DSM97SM21 VPC 2893+50.00 EL. = 552.00’ VPT 2898+50.00 EL. = 550.34’ 573.29 STA = 2797+50.00 EL = 568.65’ (-)0.5000 % (+)2.2879 % L = 550.00’ K = 197 ex = 1.92’ STA = 2812+50.00 EL = 602.97’ (+)2.2879 % (-)1.3850 % L = 950.00’ K = 259 ex = -4.36’ STA = 2835+00.00 EL = 571.80’ (-)1.3850 % (+)2.5366 % L = 750.00’ K = 191 ex = 3.68’ STA = 2886+00.00 EL = 548.25’ (-)0.5252 % (+)0.5000 % L = 300.00’ K = 293 ex = 0.38’ STA = 2896+00.00 EL = 553.25’ (+)0.5000 % (-)1.1643 % L = 500.00’ K = 300 ex = -1.04’ STA = 2903+00.00 EL = 545.10’ (-)1.1643 % (+)0.7360 % L = 500.00’ K = 263 ex = 1.19’ STA = 2916+50.00 EL = 555.04’ (+)0.7360 % (+)3.1646 % L = 500.00’ K = 206 ex = 1.52’ STA = 2925+50.00 EL = 583.52’ (+)3.1646 % (-)2.0011 % L = 500.00’ K = 97 ex = -3.23’ STA = 2937+00.00 EL = 560.50’ (-)2.0011 % (-)3.2454 % L = 300.00’ K = 241 ex = -0.47’ 531.38 VPC 2794+75.00 EL. = 570.02’ VPT 2800+25.00 EL. = 574.94’ VPC 2807+75.00 EL. = 592.10’ VPT 2817+25.00 EL. = 596.39’ VPC 2831+25.00 EL. = 577.00’ VPC 2884+50.00 EL. = 549.04’ VPT 2887+50.00 EL. = 549.00’ VPC 2900+50.00 EL. = 548.01’ VPT 2905+50.00 EL. = 546.94’ VPC 2914+00.00 EL. = 553.20’ VPT 2919+00.00 EL. = 562.95’ VPC 2923+00.00 EL. = 575.61’ VPT 2928+00.00 EL. = 578.51’ VPC 2935+50.00 EL. = 563.51’ VPT 2938+50.00 EL. = 555.64’ 572.90 572.40 571.90 571.40 570.90 570.40 569.91 569.79 570.18 571.08 572.48 574.38 576.66 578.94 581.23 583.52 585.81 588.10 590.38 592.66 594.66 596.27 597.49 598.33 598.78 598.85 598.53 597.82 596.72 595.35 593.96 592.58 591.19 589.81 588.42 587.04 585.65 584.27 582.88 581.50 580.11 578.73 577.34 576.11 575.37 575.17 575.48 554.55 554.03 553.50 552.98 552.45 551.93 551.40 550.88 550.35 549.83 549.30 548.82 548.63 548.79 549.25 549.75 550.25 550.75 551.25 551.75 552.21 552.38 552.21 551.71 550.88 549.76 548.59 547.48 546.69 546.29 546.26 546.62 547.31 548.04 548.78 549.52 550.25 550.99 551.72 552.46 553.20 554.17 555.64 557.59 560.03 562.95 566.11 569.28 572.44 575.61 578.25 579.87 580.45 580.00 578.51 576.51 574.51 572.51 570.51 568.51 566.51 564.51 562.45 560.04 557.21 554.01 550.77 547.52 544.28 541.03 537.79 534.54 CONTROL LINE DNM97WM14 50.6’ 570.24 568.77 567.13 576.32 577.68 579.56 PROPOSED 7’ X 7’ BOX CULVERT FL 535.30 PROPOSED 3 - 7’ x 5’ BOX CULVERTS FL 557.52’ C L CSAIR 17.8’ 544.74 545.70 542.69 548.52 553.45 556.27 555.91 556.58 556.63 554.68 552.74 552.40 PROPOSED 7’ X 7’ BOX CULVERT FL 546.04 ENTRANCE - RSNBPDR2 26.0’ 2865+00 2870+00 STA = 2861+00.00 EL = 561.38’ (-)0.5252 % L = 400.00’ K = 197 ex = 1.01’ VPT 2863+00.00 EL. = 560.33’ 561.11 560.33 559.81 559.28 558.75 558.23 557.70 557.18 556.65 556.13 555.60 555.08 566.84 564.26 563.37 562.00 560.76 560.21 557.65 558.52 560.01 553.84 553.75 552.17 551.07 550.17 550.10 550.52 550.48 549.67 550.65 550.96 547.26 545.42 544.64 25.1’ DART (COTTONBELT) RR ENTRANCE - DWM35SM97 ENTRANCE - DSM21SM97 2840+00 2845+00 2850+00 2855+00 2860+00 STA = 2846+00.00 EL = 599.71’ (+)2.5366 % (-)2.5551 % L = 1,300.00’ K = 255 ex = -8.27’ (-)2.5551 % VPT 2838+75.00 EL. = 581.32’ VPC 2839+50.00 EL. = 583.22’ VPT 2852+50.00 EL. = 583.10’ VPC 2859+00.00 EL. = 566.49’ 581.95 584.44 586.58 588.34 589.70 590.67 591.25 591.43 591.23 590.63 589.64 588.26 586.49 584.33 581.82 579.27 576.71 574.16 571.60 569.05 566.49 564.19 562.40 572.68 572.24 571.75 571.28 570.86 570.43 570.02 569.43 568.98 568.44 568.03 567.54 567.19 566.61 566.12 566.03 566.52 567.32 568.48 568.98 569.93 570.59 571.32 570.71 558.68 558.61 561.40 573.28 573.55 574.01 578.71 583.58 604.12 591.88 580.20 582.89 576.38 585.93 585.36 582.42 580.26 579.17 577.72 577.45 576.67 577.11 576.61 575.74 575.56 575.63 575.70 574.88 573.95 573.23 572.53 571.32 570.29 569.47 568.38 567.00 565.70 563.12 561.23 559.28 556.76 555.86 554.47 553.77 553.40 552.51 551.39 550.52 549.68 548.69 548.20 547.49 546.58 545.06 543.60 542.14 540.69 539.35 537.87 540.31 542.04 543.26 544.61 545.86 546.95 547.91 548.54 548.95 549.31 550.45 552.01 554.93 556.64 556.27 556.80 557.84 C L 114ML1 EXISTING GROUND PROPOSED GRADE PROPOSED GRADE EXISTING GROUND CONTROL LINE ME14MS14 DART (COTTONBELT) RR 23.0’ 16.5’ 20.5’ 22.1’ 19.6’ CONTROL LINE DSM97SG14 CONTROL LINE DSM97SM14 19.0’ CONTROL LINE DNG14SM97 CONTROL LINE DNM14SM97 17.6’ 20.8’ CONTROL LINE DNM14NM21 EXIT - DNM97WM14 EXIT - DNM97NM21 ENTRANCE - DEM14NM97 EXIT - DNM97SM14 EB EXIT DIRECT CONNECTOR 97ML1 SPLINE GRADE ALONG 635ML2 CONTROL LINE MN14WM14 CONTROL LINE DNM97WM14 572.68 STA = 486+75.00 EL = 569.30’ (-)0.5000 % (+)4.0000 % L = 450.00’ K = 100 ex = 2.53’ STA = 493+33.90 EL = 595.66’ (+)4.0000 % (-)1.2214 % L = 450.00’ K = 86 ex = -2.94’ STA = 501+00.00 EL = 586.30’ (-)1.2214 % (+)1.5416 % L = 600.00’ K = 217 ex = 2.07’ STA = 507+50.00 EL = 596.32’ (+)1.5416 % (+)0.7475 % L = 400.00’ K = 504 ex = -0.40’ STA = 521+00.00 EL = 606.41’ (+)0.7475 % (-)0.5246 % L = 500.00’ K = 393 ex = -0.80’ STA = 542+50.00 EL = 595.13’ (-)0.5246 % (-)3.5420 % L = 750.00’ K = 249 ex = -2.83’ STA = 556+00.00 EL = 547.31’ (-)3.5420 % (+)0.4673 % L = 900.00’ K = 224 ex = 4.51’ (+)0.4673 % (+)0.5183 % 560.64 VPC 484+50.00 EL. = 570.43’ VPT 489+00.00 EL. = 578.30’ VPC 491+08.90 EL. = 586.66’ VPT 495+58.90 EL. = 592.91’ VPC 505+50.00 EL. = 593.24’ VPT 509+50.00 EL. = 597.82’ VPC 538+75.00 EL. = 597.10’ VPT 546+25.00 EL. = 581.85’ VPC 551+50.00 EL. = 563.25’ VPT 560+50.00 EL. = 549.42’ 480+00 485+00 490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00 530 540 550 560 570 580 590 600 610 572.68 572.18 571.68 571.18 570.68 570.30 570.80 572.30 574.80 578.30 582.30 586.30 589.82 592.18 593.39 593.43 592.41 591.19 589.96 588.97 588.44 588.37 588.76 589.61 590.92 592.47 593.98 595.33 596.47 597.42 598.19 598.94 599.68 600.43 601.18 601.93 602.67 603.42 604.17 604.88 605.38 605.62 605.60 605.33 604.84 604.31 603.79 603.26 602.74 602.21 601.69 601.16 600.64 600.12 599.59 599.07 598.54 598.02 597.49 596.96 596.13 594.90 593.27 591.24 588.80 585.96 582.72 579.19 575.65 572.11 568.57 565.02 561.54 558.44 555.79 553.59 551.83 550.51 549.64 549.22 549.24 549.65 550.12 550.59 551.05 551.52 551.99 552.45 552.92 553.39 553.86 554.32 554.79 555.26 555.73 556.30 557.33 558.45 559.55 560.61 VPC 498+00.00 EL. = 589.96’ VPT 504+00.00 EL. = 590.92’ VPT 523+50.00 EL. = 605.10’ 19.1’ 19.8’ 550 530 540 560 570 580 590 600 610 SPUR 97 NORTH (97ML1) PROPOSED 3 - 7’ x 5’ BOX CULVERTS FL 555.38 VPC 518+50.00 EL. = 604.54’ ENTRANCE - FRN97 C L CSAIR 18.0’ C L MGV21 PROPOSED GRADE EXISTING GROUND 18.1’ 17.9’ CONTROL LINE 97ML2 17.7’ 16.5’ CONTROL LINE 2499ML2 CONTROL LINE 635ML2 CONTROL LINE FRW1142 CONTROL LINE FRGVN21 590 580 570 560 550 540 530 520 510 590 580 570 560 550 540 530 520 510 BASS PRO DRIVE (CSBPDR) BEGIN BASS PRO PGL STA 94+00 ELEV 559.50 MATCH EXIST. PVMT 110+00 115+00 120+00 100+00 110+00 115+00 120+00 559.52 561.49 563.15 563.72 564.21 564.72 565.37 566.40 568.22 570.65 572.80 573.60 573.54 571.57 569.30 566.80 564.60 562.70 561.07 561.61 564.28 568.25 553.34 553.65 552.17 556.56 570.33 565.60 560.10 553.90 125+00 130+00 135+00 125+00 130+00 135+00 550.04 546.87 544.03 540.01 536.24 531.16 529.01 527.86 530.00 530.34 530.76 531.65 STA = 94+33.66 EL = 560.20’ (+)2.0193 % (+)2.0193 % 559.50 STA = 95+75.00 EL = 563.06’ (+)2.0193 % (+)0.5068 % L = 200.00’ K = 132 ex = -0.38’ STA = 100+75.00 EL = 565.59’ (+)0.5068 % (+)2.1532 % L = 300.00’ K = 182 ex = 0.62’ STA = 105+50.00 EL = 575.82’ (+)2.1532 % (-)2.4709 % L = 350.00’ K = 76 ex = -2.02’ STA = 112+25.00 EL = 559.14’ (-)2.4709 % (+)5.5021 % L = 350.00’ K = 44 ex = 3.49’ STA = 117+50.00 EL = 588.03’ (+)5.5021 % (-)5.6788 % L = 450.00’ K = 40 ex = -6.29’ STA = 123+00.00 EL = 556.79’ (-)5.6788 % (-)4.4660 % L = 300.00’ K = 247 ex = 0.45’ STA = 127+25.00 EL = 537.81’ (-)4.4660 % (-)0.4160 % L = 200.00’ K = 49 ex = 1.01’ 537.33 VPC 94+75.00 EL. = 561.04’ VPT 96+75.00 EL. = 563.56’ VPC 99+25.00 EL. = 564.83’ VPT 102+25.00 EL. = 568.82’ VPC 110+50.00 EL. = 563.46’ VPT 114+00.00 EL. = 568.77’ VPC 115+25.00 EL. = 575.65’ VPT 119+75.00 EL. = 575.25’ VPC 121+50.00 EL. = 565.31’ VPT 124+50.00 EL. = 550.09’ VPC 126+25.00 EL. = 542.28’ VPT 128+25.00 EL. = 537.40’ 95+00 100+00 105+00 110+00 115+00 120+00 125+00 559.52 561.52 562.97 563.69 564.20 564.70 565.36 566.56 568.30 570.44 572.55 573.71 573.55 572.07 569.64 567.17 564.70 562.51 562.32 564.41 568.77 574.27 579.07 581.47 581.38 578.81 573.83 568.15 562.52 557.25 552.38 547.86 543.39 539.50 537.56 VPC 103+75.00 EL. = 572.05’ VPT 107+25.00 EL. = 571.49’ END BASS PRO PGL STA 128+40.80 ELEV 537.33 MATCH EXIST. PVMT BY OTHERS C L 2499ML1 EXISTING GROUND PROPOSED GRADE 544.80 546.32 546.87 545.52 542.37 538.34 536.93 536.46 535.02 532.93 531.36 530.64 530.16 529.66 17.4’ 100+00 105+00 110+00 550 540 530 520 510 500 490 480 CONTROL LINE FRN2499 CONTROL LINE FRS2499 550 540 530 520 510 500 490 480 END CSSTARS PGL STA 109+10.00 ELEV 532.69 MATCH EXIST. PVMT BEGIN CSSTARS PGL STA 104+12.26 ELEV 541.85 MATCH EXIST. PVMT 541.85 STA = 105+25.00 EL = 536.76’ (-)4.5148 % (+)0.6854 % L = 225.00’ K = 43 ex = 1.46’ STA = 107+00.00 EL = 537.96’ (+)0.6854 % (-)2.6322 % L = 100.00’ K = 30 ex = -0.41’ STA = 108+50.00 EL = 534.01’ (-)2.6322 % (-)2.1903 % L = 100.00’ K = 226 ex = 0.06’ 532.69 538.77 537.43 537.54 535.32 532.91 VPC 104+12.50 EL. = 541.84’ VPT 106+37.50 EL. = 537.53’ VPC 108+00.00 EL. = 535.32’ VPT 109+00.00 EL. = 532.91’ VPC 106+50.00 EL. = 537.61’ VPT 107+50.00 EL. = 536.64’ STARS & STRIPES (CSSTARS) C L 2499ML1 EXISTING GROUND PROPOSED GRADE 548.36 548.95 547.69 544.37 542.97 542.16 542.51 541.64 539.47 537.79 534.84 533.20 531.10 530.13 529.36 105+00 110+00 19.5’ 500 510 520 530 540 550 CONTROL LINE FRS2499 CONTROL LINE FRN2499 GRAPEVINE MILLS PARKWAY (CSGVMIL) 500 510 520 530 540 550 542.97 BEGIN CSGVMIL PGL STA 104+00.00 ELEV 542.97 MATCH EXIST. PVMT END CSGVMIL PGL STA 110+47.56 ELEV 533.57 MATCH EXIST. PVMT 542.97 STA = 105+00.00 EL = 541.51’ (-)1.4663 % (+)0.6942 % L = 100.00’ K = 46 ex = 0.27’ STA = 107+50.00 EL = 543.24’ (+)0.6942 % (-)3.5281 % L = 275.00’ K = 65 ex = -1.45’ STA = 109+50.00 EL = 536.19’ (-)3.5281 % (-)2.6836 % L = 100.00’ K = 118 ex = 0.11’ 533.57 VPC 104+50.00 EL. = 542.24’ VPT 105+50.01 EL. = 541.85’ VPC 109+00.00 EL. = 537.95’ VPT 110+00.00 EL. = 534.84’ 542.97 541.78 542.20 542.31 540.89 537.95 534.84 VPC 106+12.50 EL. = 542.29’ VPT 108+87.50 EL. = 538.39’ 0+00 5+00 10+00 560.82 561.85 565.95 570.41 555.57 552.76 551.81 554.97 573.41 569.18 560.72 553.42 547.58 545.48 C L MGV21 561.03 STA = 0+88.63 EL = 562.64’ (+)2.0906 % STA = 1+50.00 EL = 563.87’ (+)2.0000 % (+)5.9624 % L = 100.00’ K = 25 ex = 0.50’ STA = 5+50.00 EL = 587.72’ (+)5.9624 % (-)6.1096 % L = 450.00’ K = 37 ex = -6.79’ STA = 11+50.00 EL = 551.06’ (-)6.1096 % (-)2.0000 % L = 100.00’ K = 24 ex = 0.51’ STA = 12+07.47 EL = 549.91’ (-)2.6426 % 547.30 0+00 5+00 10+00 561.03 562.87 566.85 572.81 578.02 580.63 580.55 577.80 572.44 566.33 560.22 554.11 550.06 547.60 VPC 1+00.00 EL. = 562.87’ VPT 2+00.00 EL. = 566.85’ VPC 11+00.00 EL. = 554.11’ VPT 12+00.00 EL. = 550.06’ VPC 3+25.00 EL. = 574.30’ VPT 7+75.00 EL. = 573.97’ CONTROL LINE 2499ML2 CONTROL LINE 97ML2 20.1’ 20.4’ 18.0’ 17.7’ CONTROL LINE 635ML2 590 580 570 560 550 540 530 590 580 570 560 550 540 530 BASS PRO DRIVE NORTH U-TURN (UTRNBPN) 0+00 5+00 10+00 560.99 560.52 559.15 557.74 552.57 553.06 553.41 554.58 552.70 552.45 551.17 550.26 548.47 546.85 C L MGV21 562.51 STA = 1+08.24 EL = 563.22’ (+)2.0631 % STA = 1+75.00 EL = 564.56’ (+)2.0000 % (+)5.5748 % L = 100.00’ K = 28 ex = 0.45’ STA = 5+75.00 EL = 586.85’ (+)5.5748 % (-)5.8282 % L = 450.00’ K = 39 ex = -6.41’ STA = 11+75.00 EL = 551.88’ (-)5.8282 % (-)2.0000 % L = 80.00’ K = 21 ex = 0.38’ STA = 12+20.74 EL = 550.97’ (-)2.4050 % 549.30 0+00 5+00 10+00 562.51 563.05 566.06 571.52 576.78 579.82 580.33 578.30 573.74 567.91 562.08 556.26 551.44 549.46 VPC 1+25.00 EL. = 563.56’ VPT 2+25.00 EL. = 567.34’ VPC 3+50.00 EL. = 574.31’ VPT 8+00.00 EL. = 573.74’ VPC 11+35.00 EL. = 554.22’ VPT 12+15.00 EL. = 551.08’ 18.1’ 18.0’ CONTROL LINE 97ML2 16.5’ CONTROL LINE 2499ML2 CONTROL LINE 635ML2 17.0’ 590 580 570 560 550 540 530 590 580 570 560 550 540 530 BASS PRO DRIVE SOUTH U-TURN (UTRNBPS) C L CSGVMIL C EXISTING GROUND PROPOSED GRADE 480 490 500 510 520 530 540 550 509.74 515.52 520.03 524.12 527.98 531.47 535.26 537.42 539.85 541.66 541.27 541.52 542.03 542.67 542.67 542.10 540.76 539.65 538.61 537.62 536.59 536.61 536.46 535.95 535.08 535.83 535.55 C L CSSTARS 19.5’ 17.4’ C 520 480 490 500 510 530 540 550 L 2499ML1 STA 4046+69.82 (0.00’ RT) = CONTROL LINE 97ML2 STA 2945+97.40 (30.00’ RT) EL = 531.38 = CONTROL LINE 2499ML2 STA 4945+51.97 (30.00’ LT) EL = 531.38 L 2499ML1 STA 4019+99.70 (0.00’ RT) = CONTROL LINE 2499ML3 STA 2020+04.22 (6.00’ LT) EL = 496.95 = CONTROL LINE 2499ML4 STA 3019+94.22 (6.00’ RT) EL = 496.95 FM 2499 MAINLANES (2499ML1) 497.07 STA = 4029+00.00 EL = 516.54’ (+)2.1627 % (-)0.7021 % L = 500.00’ K = 175 ex = -1.79’ STA = 4040+50.00 EL = 508.47’ (-)0.7021 % (+)4.0000 % L = 550.00’ K = 117 ex = 3.23’ STA = 4045+00.00 EL = 526.47’ (+)4.0000 % (+)3.2454 % L = 200.00’ K = 265 ex = -0.19’ 531.98 4020+00 4025+00 4030+00 4035+00 4040+00 4045+00 497.08 499.24 501.40 503.56 505.73 507.89 510.05 512.14 513.73 514.75 515.19 515.06 514.43 513.73 513.03 512.33 511.63 510.92 510.25 510.19 510.98 512.63 515.13 518.49 522.47 526.28 529.71 VPC 4044+00.00 EL. = 522.47’ VPT 4046+00.00 EL. = 529.71’ VPT 4043+25.00 EL. = 519.47’ VPC 4037+75.00 EL. = 510.40’ VPT 4031+50.00 EL. = 514.79’ VPC 4026+50.00 EL. = 511.13’ PROPOSED R.O.W. EXISTING R.O.W. EXISTING R.O.W. 95+00 100+00 105+00 XX-# ALIGNMENT PROPOSED R.O.W. EXISTING R.O.W. DENIAL OF ACCESS BENTS/ABUTMENTS PROPOSED MAINLANES PROPOSED MANAGED LANES PROPOSED RAMPS, DIRECT CONNECTORS COLLECTOR DISTRIBUTORS PROPOSED FRONTAGE ROADS PROPOSED SHOULDERS / GORES PROPOSED CROSS STREETS / U-TURNS PROPOSED STRUCTURES PROPOSED CONSTRUCTION BY OTHERS EXISTING STREETS REMAINING PROPOSED RETAINING WALL DIRECTION OF TRAFFIC, ONE LANE DISPLACED BUILDING CURVE DATA LABEL XX-# ALIGNMENT PROPOSED R.O.W. EXISTING R.O.W. DENIAL OF ACCESS BENTS/ABUTMENTS PROPOSED MAINLANES PROPOSED MANAGED LANES PROPOSED RAMPS, DIRECT CONNECTORS COLLECTOR DISTRIBUTORS PROPOSED FRONTAGE ROADS PROPOSED SHOULDERS / GORES PROPOSED CROSS STREETS / U-TURNS PROPOSED STRUCTURES PROPOSED CONSTRUCTION BY OTHERS EXISTING STREETS REMAINING PROPOSED RETAINING WALL DIRECTION OF TRAFFIC, ONE LANE DISPLACED BUILDING CURVE DATA LABEL Cozymels Bass Pro Shop D/FW Airport D/FW Airport D/FW Airport D/FW Airport Fairfield Inn & Suites D/FW Airport Fellowship Bible Church Shell Gas D/FW Airport DART (COTTONBELT) RAIL LINE IH 635 SH 26 Chick- Fil-A FedEx Kinko’s Care Now Love and War in Texas Discount Tire Co. Golden Corral Chuck E. Cheese’s Ashley Furniture Homestore Rooms to Go Mattress Firm Subway Cracker Barrel COTTONWOOD BRANCH TARRANT COUNTY DALLAS COUNTY Fuddruckers PROPOSED 8-8’ X 7’ BOX CULVERTS PROPOSED 7’ X 7’ BOX CULVERT PROPOSED 18" RCP CULVERT EXTENSION PROPOSED 8’ X 4’ BOX CULVERT PROPOSED 2-7’ X 6’ BOX CULVERTS PROPOSED 5-5’ X 2’ BOX CULVERTS Roll 4 of 5 Roll 4 of 5 Embassy Suites ENCHANTED WAY GENESIS WAY F E L L O W S H I P W A Y NORTHPOINT DR Hampton Inn & Suites LA Fitness Cartridge World LA-Z-BOY Shell Gas Sonic Jack in the Box Marquis Apartments Mustang Apartments Chair King Saltwater Willy’s Ritzy’s Bennigans Steak & Shake Whataburger Residence Inn Marriott BASS PRO DR END CONSTRUCTION STA 109+10.00 TIE TO EXISTING PVMT. BEGIN FRS2499 CONST. STA 543+96.47 MATCH EXISTING PVMT. NORTH AIRFIELD DR. SH 26 BASS PRO DR. MATCHLINE 105+00 BASS PRO DR. MATCHLINE 105+00 BEGIN BASS PRO DR CONST. STA 94+00 MATCH EXIST. PVMT BEGIN CONSTRUCTION STA 104+12.26 TIE TO EXISTING PVMT. END 121FS3 CONSTRUCTION STA 4946+31.19 MATCH PVMT. BY OTHERS BEGIN 121FS3 CONSTRUCTION STA 4936+39.25 MATCH EXISTING Texas Indoor Golf Fellowship Bible Church Starbucks Conoco Gas Uptown Salon Suites Timeless Spa Aladdin Cleaner Houghton Properties Storage GRAPEVINE MILLS BLVD. STARS & STRIPES WAY INTERNATIONAL PKWY (SPUR 97) SH 121 SEE ROLL #5 FOR IH 635 PLAN AND PROFILE BASS PRO DR BETHEL RD GRAPEVINE MILLS BLVD. SEE ROLL #3 FOR SH 114 PLAN AND PROFILE AND INTERCHANGE PLAN SEE ROLL #3 FOR SH 114 PLAN AND PROFILE END CONSTRUCTION STA 128+44.90 TIE TO EXISTING PVMT. PROPOSED 6’ X 5’ BOX CULVERT PROPOSED 2-6’ X 6’ BOX CULVERTS END CONSTRUCTION STA 110+47.56 TIE TO PVMT. BY OTHERS END PROJECT END CONSTRUCTION STA. 1951+50 END CSJ: 0364-01-115 TIE TO PVMT. BY OTHERS CSJ: 0364-01-072 END FRGVN21 CONSTRUCTION STA 2952+52.94 MATH PVMT. BY OTHERS BEGIN EB CONSTRUCTION STA 104+00 TIE TO EXISTING PVMT. END SB CONSTRUCTION STA 2499ML4 2997+70.80 TIE TO EXISTING PVMT. END NB CONSTRUCTION STA 2499ML3 1999+23.63 TIE TO EXISTING PVMT. PROPOSED FUTURE RAMP BY OTHERS STA. 1851+33 END CSJ: 0364-01-113 BEGIN CSJ: 0364-01-115 12’ 12’ 12’ 2’ 2’ 2% 2’ 2’ 0’-12’ VARIES 12’ 12’ 2% 6:1 TYP C L 12’ 12’ PGL 2’ 2% 2’ 25’ USUAL 12’ 12’ 2’ 2% 2’ 12’ 12’ 18.5’ 6.5’ 12’ 12’ 12’ 12’ 2’ 2’ 2% 2’ 12’ 12’ 12’ 2% 2’ 25’ USUAL 18.5’ 6.5’ 12’ 12’ 12’ 2’ 2’ 2% 2’ 6:1 TYP 6:1 TYP 12’ 12’ 2% 2’ PROPOSED - GRAPEVINE MILLS BLVD STA 104+00 TO STA 105+00 PROPOSED - GRAPEVINE MILLS BLVD STA 109+00TO STA 110+47.56 PROPOSED - STARS & STRIPES WAY STA 104+12.26 TO STA 105+00 8’ USUAL 12’ 12’ 12’ 2’ 2’ 2% 2’ 6:1 TYP 6:1 TYP 12’ 12’ 2% 2’ 8’ USUAL PROPOSED - STARS & STRIPES WAY STA 109+00 TO STA 109+10 12’ 12’ 2’ 2% 12’ 2’ 24’ 16’ USUAL L C L UTURN 2% 12’ 12’ 12’ PROPOSED - STARS & STRIPES WAY OVER FM 2499 2% PGL 0’-12’ VARIES 0’-12’ VARIES 0’-16’ VARIES 5’ 6:1 TYP 5’ 6:1 TYP 12’ 0’-12’ VARIES 5’ 6:1 TYP 5’ C L C L C L C 5’ 6:1 TYP 5’ 6:1 TYP 5’ 5’ C L 12’ 12’ 12’ 2% 2% PGL 12’ 6:1 TYP 6:1 TYP VARIES PROPOSED - BASS PRO DR OVER SH 121 PROPOSED - BASS PRO DR STA 94+00 TO STA 112+42.24 EXISTING - BASS PRO DR L C C L 12’ 12’ 2% PGL 12’ 12’ 6:1 TYP 2% 6:1 TYP EXISTING - STARS & STRIPES WAY 12’ 4’ C L 12’ 12’ 2% PGL 12’ 12’ 6:1 TYP 2% 6:1 TYP EXISTING - GRAPEVINE MILLS 12’ 12’ 12’ VARIES 12’ 12’ 12’ 12’ 12’ 12’ PGL 2% 2% 20’ 2’ 2’ 6’ 20’ 2’ 2’ 6’ 8’ USUAL C L PGL 12’ 12’ 1.5% 1.5% PROPOSED R.O.W. 160’ USUAL (VARIES) RIGHT OF WAY PROPOSED R.O.W. EXISTING R.O.W. 70’ USUAL (VARIES) RIGHT OF WAY EXISTING R.O.W. PROPOSED R.O.W. 172’ USUAL (VARIES) RIGHT OF WAY PROPOSED R.O.W. EXISTING R.O.W. 172’ USUAL (VARIES) RIGHT OF WAY EXISTING R.O.W. EXISTING R.O.W. 120’ USUAL (VARIES) RIGHT OF WAY EXISTING R.O.W. 120’ USUAL (VARIES) RIGHT OF WAY EXISTING R.O.W. EXISTING R.O.W. 2’ EXISTING R.O.W. 120’ USUAL (VARIES) RIGHT OF WAY EXISTING R.O.W. 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% PGL 8’ 2’ 12’ 12’ 12’ 12’ PGL 2’ 2% 2% 2’ 2’ 12’ 12’ 12’ 2’ 2’ 24’ 16’ USUAL C L UTURN PGL 2% 13’ USUAL PROPOSED - GRAPEVINE MILLS BLVD OVER FM 2499 L C 12’ 2’ 5’ 12’ 8’ 2’ 2’ 8’ STA 1847+00 STA 1864+00 STA 689+00 STA 699+50 STA 1875+00 STA 4894+00 STA 4909+50 STA 1918+25 STA 4934+50 STA 1935+50 STA 631+50 STA 2912+50 STA 1886+50 STA 2887+00 S36 S44 S34 S35 S43 S45 S46 S48 S49 S50 S53 S54 S55 S56 S57 2848+50 STA 967+00 STA 1848+00 S50A STA 4008+00 S52 STA 3884+50 STA 1892+00 S47 S54A STA 1910+00 S57A OSB COSS OSB OSB OSB COSS OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB S58A STA 37+00 E X I T O N L Y F . M . 2 4 9 9 N O R T H G r a p e v i n e M i l l s P k w y B a s s P r o D r B e t h e l R d E X I T O N L Y N O R T H F . M . 2 4 9 9 G r a p e v i n e M i l l s P k w y E X I T O N L Y B a s s P r o D r B e t h e l R d E X I T O N L Y N O R T H T E X A S 1 2 1 C o p p e l l L e w i s v i l l e N O R T H F . M . 2 4 9 9 G r a p e v i n e M i l l s P k w y E X I T O N L Y G r a p e v i n e M i l l s B l v d S a n d y L a k e R d E X I T ‰ M I L E G r a p e v i n e M i l l s B l v d S a n d y L a k e R d S O U T H W E S T T E X A S 1 2 1 T E X A S 1 1 4 F t W o r t h B U S I N E S S T E X A S 2 6 T E X A S 1 1 4 T e x a n T r a i l N O R T H N O R T H B U S I N E S S T E X A S 2 6 T E X A S 1 1 4 T e x a n T r a i l E X I T 1 M I L E S O U T H W E S T T E X A S 1 2 1 T E X A S 1 1 4 F t W o r t h E A S T T E X A S 1 1 4 S P U R 9 7 D / F W A i r p o r t D a l l a s E X I T O N L Y S O U T H W E S T T E X A S 1 2 1 T E X A S 1 1 4 F t W o r t h D / F W A i r p o r t D a l l a s T E X A S 1 1 4 E A S T S P U R 9 7 COSS E X I T O N L Y D / F W A i r p o r t D a l l a s E A S T T E X A S 1 1 4 S P U R 9 7 S O U T H W E S T T E X A S 1 2 1 T E X A S 1 1 4 F t W o r t h E A S T T E X A S 1 1 4 S P U R 9 7 D / F W A i r p o r t D a l l a s I N T E R S T A T E 6 3 5 E A S T STA 2930+00 S54B OSB S O U T H W E S T T E X A S 1 2 1 T E X A S 1 1 4 F t W o r t h E A S T T E X A S 1 1 4 S P U R 9 7 D / F W A i r p o r t D a l l a s I N T E R S T A T E 6 3 5 E A S T I N T E R S T A T E 6 3 5 E A S T B e t h e l R d B a s s P r o D r S O U T H W E S T T E X A S 1 2 1 T E X A S 1 1 4 F t W o r t h E A S T T E X A S 1 1 4 S P U R 9 7 D / F W A i r p o r t D a l l a s E X I T 1 M I L E E A S T I N T E R S T A T E 6 3 5 E X I T O N L Y B e t h e l R d B a s s P r o D r E X I T O N L Y E A S T T E X A S 1 1 4 S P U R 9 7 D / F W A i r p o r t D a l l a s S O U T H W E S T T E X A S 1 2 1 T E X A S 1 1 4 F t W o r t h S O U T H W E S T T E X A S 1 2 1 T E X A S 1 1 4 F t W o r t h E A S T T E X A S 1 1 4 S P U R 9 7 D / F W A i r p o r t D a l l a s S O U T H W E S T T E X A S 1 2 1 T E X A S 1 1 4 F t W o r t h E A S T T E X A S 1 1 4 S P U R 9 7 D / F W A i r p o r t D a l l a s N O R T H T E X A S 1 2 1 E X I T O N L Y F l o w e r M o u n d N E X T L E F T STA 4902+00 S46A E X I T O N L Y N O R T H T E X A S 1 2 1 S t a r s & S t r i p e s W a y S57B S O U T H W E S T T E X A S 1 2 1 T E X A S 1 1 4 F t W o r t h T e x a n T r a i l E X I T … M I L E S T E X A S 1 1 4 B U S I N E S S STA 1855+00 COSS E X I T O N L Y G r a p e v i n e M i l l s P k w y N O R T H N O R T H F . M . 2 4 9 9 T E X A S 1 2 1 N O R T H F . M . 2 4 9 9 G r a p e v i n e M i l l s P k w y N O R T H F . M . 2 4 9 9 G r a p e v i n e M i l l s P k w y N O R T H F . M . 2 4 9 9 G r a p e v i n e M i l l s P k w y COSS G r a p e v i n e M i l l s B l v d S t a r s & S t r i p e s W a y P A Y B Y M a i l " H O V / T O L L L A N E E A S T 1 1 4 D a l l a s E A S T T E X A S 1 1 4 D a l l a s S P U R 9 7 D / F W A i r p o r t STA 2830+50 S58 OSB P A Y B Y M a i l " H O V / T O L L L A N E E A S T 1 1 4 D a l l a s E A S T T E X A S 1 1 4 D a l l a s P A Y B Y M a i l " H O V / T O L L L A N E E A S T 1 1 4 D a l l a s E A S T T E X A S 1 1 4 D a l l a s F l o w e r M o u n d S E C O N D R I G H T S O U T H E A S T T E X A S 1 2 1 T E X A S 1 1 4 I N T E R S T A T E 6 3 5