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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

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Page 1: Roll 04 FNLPP12102 pub hearing - ftp.dot.state.tx.usftp.dot.state.tx.us/pub/txdot-info/ftw/display_four.pdf · HDR Engineering, Inc. 17111 Preston Road, Suite 200 Dallas, Texas 75248-1229

HDR Engineering, Inc.

17111 Preston Road, Suite 200

Dallas, Texas 75248-1229

TEXASDEPARTMENT OF TRANSPORTATION

C 2009 by Texas Department of Transportation

Fort Worth, Texas

71426

SCHEMATIC PREPARED BY:

P.E. NUMBER DATE

PHILLIP WAYNE ULLMAN

PROJECT MANAGERNOT 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 121From SH 360 to FM 2499

From Business 114L to International Parkway

And

State Highway 114

TEXASDEPARTMENT 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 121From SH 360 to FM 2499

From Business 114L to International Parkway

And

State Highway 114

2ALEGEND

1000 - 2030 ADT

1000 - 2005 ADT

Unlabeled intersections will operate under stop conditions.

SIGNALIZED

INTERSECTION

SIGNALIZED

INTERSECTION

SH 26

MA

TC

H S

HE

ET

6

MA

TC

H S

HE

ET

6M

AT

CH

SH

EE

T 6

MA

TC

H S

HE

ET

6

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

HOVHOV

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

80

00

51

00

6300

3900

3100

5000

8100

5000

2000

3200

4500

6600

5400

3300

6400

10100

6400

4000

5700

9100

25

00

3400

1600

2700

2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS

5800

9000

90005800

13500

8000

Note (05/23/08)-

The Volumes are based on the schematic provided by TxDOT on 05/16/08

SH 114

MATCH SHEET 9

SH 121

SH 114

MATCH SHEET 9 MATCH SHEET 9 MATCH SHEET 9 MATCH SHEET 9

International

Parkway

HOV

HOV

MATCH SHEET 9

MA

TC

H S

HE

ET

8M

AT

CH

SH

EE

T 8

MA

TC

H S

HE

ET

8M

AT

CH

SH

EE

T 8

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

24

60

0

17400

9000

6900

16100

5000

9500

2500

3900

21700

14200

7000

16500

31800

56600

20700

33100

49600

85900

2700

1700

16700

25600

73

00

0

30400

27

00

55

00

1000

600

1000

600

1700

2700

5500

2700

4960

0

85900

11800

7400

55400

35900

32800

49900

22700

13600

9500

47

00

16

40

0

6800

10200

18

80

0

3100

5800

8100

5300

3200

140015300

22400

25600

16700

11

90

0

25600

45500

16

60

0

81700

35

80

0

23

60

0

56

60

0

66

10

0

28

30

0

3300

17

00

19700

8500

REVISED 05/28/08

2100

1300

3600

2200

15700

26200

13

30

0

24

60

0

LEGEND

1000 - 2005 ADT

1000 - 2030 ADT

Unlabeled intersections will operate under stop conditions.

SH 121

SH 121

IH 635

MATCH SHEET 10 MATCH SHEET 10

MATCH SHEET 7

TARRANT COUNTY

MATCH SHEET 7MATCH SHEET 7 MATCH SHEET 7 MATCH SHEET 7

MATCH SHEET 10 MATCH SHEET 10

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

MATCH SHEET 10

MATCH SHEET 10

MATCH SHEET 7

SHEET 9 OF 16

MODIFIED ACCESS PLAN

MATCH SHEET 10

6500

3300

6500

3300

3900

74

00

74

00

3900

9300

20000

24500

13

30

0

20

60

0

46

70

0

31

00

0

19

60

0

82

60

0

43

70

0

11

64

00

59

80

0

56

60

0

31

80

0

5300

11

30

0

33100

20700

13300

24500

16

10

0

33800

33800

16

10

0

12

20

0

25

20

0

11

30

0

5300

3300

6900

25200

12200

6900

3300

32000

15200

45100

80700

32900

55500

34000

57600

2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND

MA

TC

H S

HE

ET

9 E

XT

. 1

MA

TC

H S

HE

ET

9 E

XT

. 1

5000

10700

31700

57600

26700

46900

20000

9300

10700

5000

26700

46900

46

70

0

20

60

0

No

te (

05

/23

/08

)-

The V

olu

mes a

re b

ased o

n t

he s

chem

ati

c p

rovid

ed b

y T

xD

OT

on 0

5/1

6/0

8

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

MATCH SHEET 9 MATCH SHEET 9 MATCH SHEET 9

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

TARRANT COUNTY

MATCH SHEET 11 MATCH SHEET 11 MATCH SHEET 11MATCH SHEET 11

SHEET 10 OF 16MATCH SHEET 9

MATCH SHEET 11 MATCH SHEET 11

MATCH SHEET 9

TO DALLAS COUNTY LINE

BethelBass Pro Dr.

MODIFIED ACCESS PLAN

MATCH SHEET 9

VOLUMES AND TURNING MOVEMENTS ON SH 114/121 FROM B 114

REVISED 12/07/06

2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC

19

10

0

9200

23700

11

30

0

7000

14500

16

00

0

76

00

16

00

31

00

31

00

16

00

5400

11

40

0

5200

2400

12600

5900

11800

5600

2300

1100

10

80

0

52

00 3400

7100

14

10

0

6800

3800

1800

3900

7200

5000

10500

21300

10700

400

900

13

90

0

72

00

13

90

0

72

00

30

70

0

14

30

0

3900

8300

47

30

0

93600

82

60

0

43

70

0

59

00

0

28

30

0

8600

18200

400

900

8200

17300

1900

3900

5100

10700

3600

1700 6300

13

40

0

4300

91

00

3700

7900

LEGEND

1000 - 2030 ADT

1000 - 2005 ADT

Unlabeled intersections will operate under stop conditions.

SIGNALIZED

INTERSECTION

SIGNALIZED

INTERSECTION

FM 2499

SH 121

MA

TC

H S

HE

ET

10

MA

TC

H S

HE

ET

10

MA

TC

H S

HE

ET

10

MA

TC

H S

HE

ET

10

MA

TC

H S

HE

ET

12

MA

TC

H S

HE

ET

12

MA

TC

H S

HE

ET

12

MA

TC

H S

HE

ET

10

MA

TC

H S

HE

ET

12

MATCH SHEET 16

MATCH SHEET 16

MATCH SHEET 16

MA

TC

H S

HE

ET

10

SHEET 11 OF 16

MATCH SHEET 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

31

00 500

1100

3700

7800

13600

6500

63

00

3000

1300

600

7800

3700

7100

3400

3400

7300

16000

7700

3400

7100

2100

1000

46

00

22

00

76

00

3700

13900

6700

1600

3400

400

100

17300

8300

1900

900

3300

1600

90

0

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

1000048004700

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

MA

TC

H S

HE

ET

11

M

AT

CH

SH

EE

T 1

1

MA

TC

H S

HE

ET

11

M

AT

CH

SH

EE

T 1

1

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

TARRANT COUNTY

ON SH 114/121 FROM B 114 TO DALLAS COUNTY LINE

SHEET 16 OF 16

GRAPEVINE MILLS DRIVESTARS 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

80

00

39

00

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

58

00

12

30

0

14200

6800

100

400

14600

6900

15500

33200

33200

16000

6600

14100

47800

22400

22600

47300

14400

6900

2200

4800

1600

700

8400

17600

90

0

50

0

400

900

8000

3800

8000

16700

7300

3500

8300

17400

17

00

3700

200

300

200

100

8500

17700

200

100

8500

17700

71

00

3300

4900

10000

7900

3800

3600

7700

6300

3000

4400

9300

5900

12

40

0

2100

4400

400

100

6500

13700

2005 AND 2030 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS

EX

ISTIN

G R

.O.W

.

EX

ISTIN

G R

.O.W

.

EX

IS

TIN

G R

.O.W

.

EX

IS

TIN

G R

.O.W

.

EX

ISTIN

G R

.O.W

.

EX

ISTIN

G R

.O.W

.

EX

ISTIN

G R

.O.W

.

EXISTING R.O.W.

EXISTING R.O.W.

EX

IS

TIN

G R

.O.W

.

EX

IS

TIN

G R

.O.W

.

EXISTING R.O.W.

EX

ISTIN

G R

.O.W

.

EX

IST

ING

R.O

.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EX

IS

TIN

G R

.O.W

.

PROPOSED R.O.W.

EX

ISTIN

G R

.O.W

.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W. PROPOSED R.O.W.

EX

IS

TIN

G R

.O.W

.

EX

IST

ING

R.O

.W.

EX

IST

ING

R.O

.W.

PR

OP

OS

ED

R.O

.W.

PR

OP

OS

ED

R.O

.W.

PROPOSED R.O.W.

PRO

POSED

R.O

.W.

PRO

POSED

R.O

.W.

PRO

POSED

R.O

.W.

PR

OPO

SED

R.O

.W.

PR

OP

OS

ED

R.O

.W.

PROPOSED R.O.W.

PROPOSED R.O.W.PROPOSED R.O.W. PROPOSED R.O.W.

PR

OP

OS

ED

R.O

.W.

PR

OP

OS

ED

R.O

.W.

EXISTING R.O.W.

PR

OP

OS

ED

R.O

.W.

PR

OPO

SE

D R

.O.W

.

EXISTING R.O

.W.

PROPOSED R.O.W.

PR

OPO

SE

D R

.O.W

.

PROPOSED R.O.W.

PR

OPO

SE

D R

.O.W

.

PR

OP

OS

ED

R.O

.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PR

OPO

SED

R.O

.W.

PRO

PO

SED

R.O

.W.

PRO

PO

SED

R.O

.W.

PROPOSED R.O.W.

PRO

PO

SED

R.O

.W.

EX

IS

TIN

G R

.O.W

.

PROPOSED R.O.W.

N 6%%d 38’ 25.00" W

S 6

3%

%d 1

6’ 5

0.0

0" E

Due E

ast

N 8

5%

%d 2

8’ 3

4.0

0" E

S 8

8%

%d 4

6’ 1

6.0

0" E

N 6%%d 35’ 41.00" WN 2%%d 00’ 00.00" E

S 1%%d 56’ 28.00" W

S 8

9%

%d 3

8’ 3

1.2

5" E

S 8

9%

%d 3

8’ 3

1.2

5" 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

+0

0

0+00

5+

00

10

+0

0

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" WN 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+005+0010+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 6

3%

%d 3

4’ 2

3.0

0" E

N 3

7%

%d 3

1’ 2

8.0

0" E

N 7

0%

%d 3

5’ 1

8.0

0" E

N 5

4%

%d 1

1’ 1

9.0

0" E

N 6

6%

%d 4

3’ 5

0.0

0" E

N 28%

%d 10’ 23.00" E

N 3

7%

%d 4

8’ 1

3.2

8" E

0+00

5+00

10+00

15+00

20+00

25+00

N 4

4%

%d 3

2’ 3

0.0

0" E

N 34%

%d 58’ 23.00" E

N 0%%d 33’ 34.00" W

N 3

8%

%d 4

7’ 0

3.0

0" E

N 4

1%

%d 1

6’ 2

0.8

0" E

800+

00

N 6

3%

%d 3

4’ 2

3.0

0" 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 7

5%

%d 5

8’ 3

9.0

0" 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" WN 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+00755+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 6

3%

%d 1

6’ 5

0.0

0" E

S 5

9%

%d 1

6’ 5

0.0

0" 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 5

9%

%d 5

6’

50.0

0" W

N 0%%d 33’ 34.00" W

N 19%%d 30’ 52.00" W

N 29%

%d 58’ 23.00" E

N 4

1%

%d 3

2’ 3

4.0

0" 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+0025+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

N 6

1%

%d 5

6’ 1

3.0

0" E

N 8%%d 57’ 08.00" WN 4%%d 02’ 49.00" E

N 23%%

d 36’ 29.00" E

2790+002795+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 4

7%

%d 1

0’ 3

0.7

5" E

S 4

1%

%d 0

9’ 5

9.0

0" 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 4

7%

%d 0

9’ 5

9.0

0" E

N 5

3%

%d 0

9’ 59.0

0" 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 7

3%

%d 3

9’ 5

9.0

0" 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 4

7%

%d 5

6’ 2

9.8

3" 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 5

9%

%d 5

5’ 1

0.0

0" E

S 4

1%

%d 0

9’ 5

9.0

0" E

S 5

7%

%d 0

9’ 5

9.0

0" 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+001785+00 1790+00 1795+00 1800+00 1805+00 1810+00 1815+00 1820+00 1825+00

1830+001835+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 5

9%

%d 1

7’ 5

7.0

0" E

0+

00

5+

00

10+00

15+00

S 5

6%

%d 2

4’ 4

5.0

0" 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 7

8%

%d 0

5’ 2

2.0

0" 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+00N 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 4

7%

%d 1

0’ 30.7

5" W

N 7

4%

%d 0

4’ 5

9.0

0" W

160+00

165+00

170+00

S 7

0%

%d 5

8’ 3

1.0

0" E

100+

00

105+

00

110+

00

115+

00

120+

00

125+

00

130+

00

135+

00

10+

00

15+

00

N 7

7%

%d 4

8’ 3

6.0

0" E

S 1%%d 50’ 16.00" W

S 1%%d 50’ 16.00" W

4000+00

4005+00

4010+00

4015+004020+00

4025+00

4030+00

4035+00

4040+00

4045+00

4050+00

4055+00

2000+00

2005+00

2010+00

2015+002020+00

3000+00

3005+00

3010+00

3015+003020+00

S 1%%d 50’ 16.00" W

S 1%%d 50’ 16.00" W

505+00510+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+00730+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 8

9%

%d

27

’ 3

0.0

0" E

0+00

5+

00

0+00

5+

00

N 0%%d 32’ 30.00" W

S 8

9%

%d

27

’ 3

0.0

0" W

0+00

5+00

S 6%%d 05’ 07.00" ES 2

3%%

d 27’ 3

0.00" W

S 0%%d 32’ 30.00" E

0+00

5+00

10+00

15+00

20+00

25+00

30+00

35+0040+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+0015+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+0060+00

65+00N 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 8

9%

%d 3

8’ 3

1.2

5" E

N 7

4%

%d 4

2’ 5

7.7

3" E

S 8

9%

%d 1

8’ 1

8.0

0" 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 8

9%

%d 3

8’ 3

4.0

8" W

N 8

9%

%d

27

’ 3

0.0

5" E

S 7%%d 51’ 38.60" WS 0%%d 32’ 30.00" EN 4%%d 41’ 23.00" W

0+005+00

10+0015+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 CSBPDRC

BA

SS

PR

O D

RIV

E

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’

VP

C 1

857+

00.0

0 E

L. =

574.5

3’

VP

T 1

875+

50.0

0 E

L. =

551.6

3’

VP

C 1

923+

25.0

0 E

L. =

543.1

5’

VP

T 1

925+

75.0

0 E

L. =

540.2

9’

VP

C 1

951+

50.0

0 E

L. =

527.4

1’

C

23.0

’

EN

TR

AN

CE

- 6

35M

L1

EN

TR

AN

CE

- D

SM

97

SM

21

EX

IT

- R

NE

BP

DR

47.8

’

17.7

’

18.0

’

DA

RT

(CO

TT

ON

BE

LT

) R

R

VP

C 1

84

4+

50

.00

EL

. =

59

2.1

5’

VP

T 1

85

4+

50

.00

EL

. =

58

1.9

8’

VP

C 1

88

4+

25

.00

EL

. =

55

6.0

2’

VP

T 1

89

4+

25

.00

EL

. =

55

6.0

4’

VP

C 1

91

6+

50

.00

EL

. =

54

8.3

8’

VP

T 1

92

2+

50

.00

EL

. =

54

4.4

9’

1955+00 1960+00

53

2.1

7

531.8

2

531.7

3

53

1.2

1

53

0.9

7

1955+00 1960+001955+00 1960+00

527.2

5

527.7

9

528.5

9

529.6

5

53

0.9

7

1950+00

534.8

3

534.3

6

534.0

6

53

3.9

4

533.5

8

53

3.2

1

532.8

6

53

2.4

7

532.3

5

1950+001950+00

530.1

6

529.6

6

529.1

6

528.6

6

528.1

6

527.6

6

527.1

9

526.9

5

52

6.9

7

1935+00 1940+00 1945+00

536.1

2

53

4.8

7

53

4.1

0

53

4.0

7

534.1

8

53

4.3

4

53

4.8

4

53

5.3

1

535.8

9

535.5

9

535.2

5

1935+00 1940+00 1945+001935+00 1940+00 1945+00

535.6

6

535.1

6

534.6

6

534.1

6

533.6

6

533.1

6

532.6

6

532.1

6

531.6

6

531.1

6

530.6

6

1930+00

53

9.9

0

53

8.7

4

537.9

5

53

7.2

0

53

8.0

1

53

8.3

0

53

8.6

1

53

8.7

4

538.6

9

53

7.3

0

1930+001930+00

54

0.8

0

540.1

6

539.6

6

539.1

6

538.6

6

538.1

6

537.6

6

537.1

6

536.6

6

536.1

6

1925+001915+00 1920+00

542.3

8

54

2.5

7

54

1.9

7

541.6

5

541.1

3

54

0.5

7

540.7

6

54

1.8

4

541.5

8

540.8

8

540.1

5

1915+00 1920+001915+00 1920+00

547.1

9

54

7.6

4

548.1

3

548.5

8

548.6

9

548.4

2

54

7.7

7

54

6.7

4

545.3

3

543.5

9

541.9

5

1905+00 1910+00

550.6

6

55

0.7

7

54

9.9

7

549.0

9

548.0

8

54

7.1

7

54

6.0

7

544.2

9

54

3.0

0

542.4

5

1905+00 1910+001905+00 1910+00

551.1

6

550.6

6

550.1

6

549.6

6

549.1

6

548.6

6

548.1

6

547.6

6

54

7.2

0

547.0

3

1895+00 1900+00

55

2.8

4

552.2

8

55

1.9

0

55

1.8

1

551.1

6

550.7

9

550.3

6

550.4

5

550.9

6

55

0.6

4

1900+001895+001895+00 1900+00

556.1

6

555.6

6

555.1

6

554.6

6

554.1

6

553.6

6

553.1

6

552.6

6

552.1

6

551.6

6

1880+00 1885+00 1890+00

54

9.4

1

550.0

3

55

0.6

1

55

1.2

4

55

1.7

1

55

2.1

0

552.5

2

55

2.8

7

552.9

8

553.4

9

55

3.4

1

553.6

8

55

3.4

4

55

3.0

0

1880+00 1885+00 1890+001880+00 1885+00 1890+00

553.8

9

554.3

9

554.8

9

55

5.4

0

55

5.9

0

55

6.3

7

556.7

5

557.0

3

55

7.2

0

557.2

8

557.2

5

557.1

3

55

6.9

1

556.5

8

1870+00 1875+00

54

4.7

4

545.7

8

545.8

2

54

6.4

7

546.6

9

54

7.1

1

547.3

9

548.4

6

548.8

3

548.2

6

54

8.9

1

1870+00 1875+001870+00 1875+00

55

2.3

4

55

1.7

1

55

1.2

7

551.0

2

550.9

6

551.0

9

55

1.4

0

551.8

8

552.3

8

552.8

9

553.3

9

1865+00

556.3

2

55

3.5

1

551.1

9

549.2

9

54

7.6

1

546.5

6

545.6

8

1865+001865+00

561.9

9

560.0

5

558.2

9

556.7

3

555.3

5

554.1

6

553.1

5

1855+00 1860+00

58

2.1

0

580.0

3

57

7.3

0

574.6

2

571.3

5

56

8.4

0

56

5.5

7

56

2.0

0

559.2

2

1855+00 1860+001855+00 1860+00

58

6.0

0

583.4

2

580.4

9

57

7.5

1

574.5

3

571.6

5

568.9

5

56

6.4

4

564.1

2

1845+00 1850+00

58

8.3

7

589.2

5

58

9.7

1

590.1

6

59

0.1

4

570.9

6

55

7.3

1

570.6

8

58

6.1

1

584.1

9

1845+00 1850+001845+00 1850+00

59

0.7

4

591.6

8

59

2.5

7

593.1

2

593.2

8

593.0

5

592.4

3

59

1.4

1

59

0.0

0

58

8.2

0

587.3

3

510

520

530

540

550

560

570

580

590

600

(MGV21)

SH 121 MAINLANES

(MGV21)

SH 121 MAINLANES

(MGV21)

SH 121 MAINLANES

EX

IT

-2

49

9M

L2

EX

IT-D

SM

21S

M97

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

EX

IT

-R

NE

SL

EX

IT-D

SM

21E

M35

EN

TR

AN

CE

- D

NM

99N

M21

VP

C 1

91

1+

50

.00

EL

. =

54

7.4

1’

VP

T 1

91

4+

50

.00

EL

. =

54

7.4

0’

CL CSBPDR

EXISTING GROUND

PROPOSED GRADE

EXISTING GROUND

PROPOSED GRADE

BA

SS

PR

O D

RIV

E

CONTROL LINE DEM14NM97

CONTROL LINE 121ML4

CONTROL LINE DWM35SM97

CONTROL LINE UTRNBPN

CONTROL LINE UTRNBPS

CONTROL LINEDSM21EM35

18.1

’

EX

IT

- 6

35

ML

2

16.8

’

520

530

540

550

560

570

580

590

600

610

620

630

57

2.8

7

57

2.3

7

571.9

5

571.5

9

570.9

8

57

0.1

7

56

9.7

1

56

9.1

4

568.6

9

568.0

3

56

7.4

1

56

6.7

1

566.1

3

56

6.0

4

565.5

3

568.5

2

572.5

8

574.7

2

575.9

8

57

1.9

7

575.7

5

57

8.4

0

577.6

2

561.5

3

56

1.3

4

564.3

8

58

0.0

1

580.3

8

581.0

2

58

1.0

0

58

1.1

1

580.9

3

581.9

9

585.7

3

58

3.7

7

580.2

8

579.1

8

57

8.6

0

57

8.1

7

577.5

2

576.8

5

575.7

9

57

5.0

1

574.1

5

57

3.4

1

572.0

9

57

1.0

0

552.7

5

552.9

8

55

3.8

4

554.1

9

554.0

9

56

4.7

7

580.8

2

590.4

3

586.6

3

57

5.1

7

56

4.8

1

558.0

5

55

5.8

7

552.9

9

554.2

2

55

5.5

1

55

7.0

0

557.5

2

558.1

9

55

6.3

1

55

3.9

4

55

2.0

0

55

7.9

0

552.0

5

549.8

6

547.3

9

54

5.8

7

54

4.9

0

54

4.7

0

54

5.4

7

545.4

5

54

6.1

0

54

7.6

4

550.3

9

55

2.0

0

55

1.9

4

55

0.6

4

549.9

9

54

9.2

1

548.2

8

547.4

5

546.6

9

54

5.6

7

54

4.8

1

544.3

5

54

4.6

4

543.7

9

54

2.4

0

54

2.2

1

541.7

2

541.2

2

54

1.0

1

54

1.4

0

542.0

3

542.2

2

54

2.9

0

54

0.4

7

541.1

9

537.0

8

53

6.8

1

53

9.3

7

53

9.5

0

560.5

9

551.9

9

55

1.9

4

545.9

5

54

1.3

7

538.2

9

536.9

3

536.2

5

535.7

8

535.5

9

17.9

’

20.4

’

17.7

’

17.8

’

C SH 26L EN

TR

AN

CE

- R

SN

SS

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

EN

TR

AN

CE

- D

EM

14

SM

97

EN

TR

AN

CE

- D

NM

14S

M97

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

EX

IT

- D

SM

97

SM

14

EX

IT

- D

SM

97S

M21

VP

C 2

89

3+

50

.00

EL

. =

55

2.0

0’

VP

T 2

898+

50.0

0

EL

. =

55

0.3

4’

573.2

9

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’

531.3

8

VP

C 2

794+

75.0

0 E

L. =

570.0

2’

VP

T 2

800+

25.0

0 E

L. =

574.9

4’

VP

C 2

807+

75.0

0 E

L. =

592.1

0’

VP

T 2

817+

25.0

0 E

L. =

596.3

9’

VP

C 2

831+

25.0

0 E

L. =

577.0

0’

VP

C 2

884+

50.0

0 E

L. =

549.0

4’

VP

T 2

887+

50.0

0 E

L. =

549.0

0’

VP

C 2

900+

50.0

0 E

L. =

548.0

1’

VP

T 2

905+

50.0

0 E

L. =

546.9

4’

VP

C 2

914+

00.0

0 E

L. =

553.2

0’

VP

T 2

919+

00.0

0 E

L. =

562.9

5’

VP

C 2

923+

00.0

0 E

L. =

575.6

1’

VP

T 2

928+

00.0

0 E

L. =

578.5

1’

VP

C 2

935+

50.0

0 E

L. =

563.5

1’

VP

T 2

938+

50.0

0 E

L. =

555.6

4’

57

2.9

0

57

2.4

0

57

1.9

0

57

1.4

0

57

0.9

0

57

0.4

0

56

9.9

1

569.7

9

570.1

8

571.0

8

572.4

8

574.3

8

576.6

6

57

8.9

4

581.2

3

583.5

2

58

5.8

1

58

8.1

0

590.3

8

592.6

6

594.6

6

59

6.2

7

597.4

9

598.3

3

598.7

8

598.8

5

598.5

3

597.8

2

596.7

2

595.3

5

593.9

6

592.5

8

591.1

9

58

9.8

1

588.4

2

58

7.0

4

585.6

5

58

4.2

7

582.8

8

58

1.5

0

58

0.1

1

578.7

3

57

7.3

4

57

6.1

1

57

5.3

7

57

5.1

7

575.4

8

554.5

5

554.0

3

55

3.5

0

552.9

8

552.4

5

551.9

3

55

1.4

0

550.8

8

550.3

5

549.8

3

54

9.3

0

548.8

2

548.6

3

548.7

9

549.2

5

549.7

5

550.2

5

550.7

5

551.2

5

551.7

5

55

2.2

1

552.3

8

55

2.2

1

55

1.7

1

550.8

8

549.7

6

548.5

9

547.4

8

546.6

9

546.2

9

546.2

6

546.6

2

54

7.3

1

54

8.0

4

548.7

8

549.5

2

550.2

5

550.9

9

551.7

2

552.4

6

55

3.2

0

55

4.1

7

55

5.6

4

557.5

9

560.0

3

562.9

5

56

6.1

1

569.2

8

57

2.4

4

57

5.6

1

578.2

5

57

9.8

7

580.4

5

58

0.0

0

57

8.5

1

57

6.5

1

57

4.5

1

57

2.5

1

57

0.5

1

56

8.5

1

56

6.5

1

56

4.5

1

562.4

5

56

0.0

4

55

7.2

1

55

4.0

1

55

0.7

7

547.5

2

544.2

8

541.0

3

537.7

9

53

4.5

4

CONTROL

LINE

DNM97WM14

50.6

’

57

0.2

4

56

8.7

7

567.1

3

576.3

2

577.6

8

579.5

6

PROPOSED

7’ X 7’ BOX CULVERT

FL 535.30

PROPOSED

3 - 7’ x 5’ BOX CULVERTS

FL 557.52’

CL CSAIR

17.8

’

54

4.7

4

54

5.7

0

542.6

9

548.5

2

553.4

5

55

6.2

7

55

5.9

1

556.5

8

556.6

3

554.6

8

55

2.7

4

55

2.4

0

PROPOSED

7’ X 7’ BOX CULVERT

FL 546.04

EN

TR

AN

CE

- R

SN

BP

DR

2

26.0

’

2865+00 2870+00

STA = 2861+00.00

EL = 561.38’

(-)0.5252 %

L = 400.00’

K = 197

ex = 1.01’

VP

T 2

863+

00.0

0 E

L. =

560.3

3’

56

1.1

1

560.3

3

55

9.8

1

559.2

8

558.7

5

558.2

3

55

7.7

0

557.1

8

556.6

5

556.1

3

55

5.6

0

555.0

8

56

6.8

4

564.2

6

56

3.3

7

56

2.0

0

560.7

6

56

0.2

1

557.6

5

558.5

2

56

0.0

1

55

3.8

4

553.7

5

55

2.1

7

55

1.0

7

55

0.1

7

55

0.1

0

550.5

2

550.4

8

54

9.6

7

550.6

5

550.9

6

547.2

6

545.4

2

54

4.6

4

25.1

’

DA

RT

(CO

TT

ON

BE

LT

) R

R

EN

TR

AN

CE

- D

WM

35

SM

97

EN

TR

AN

CE

- D

SM

21S

M97

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 %

VP

T 2

838+

75.0

0 E

L. =

581.3

2’

VP

C 2

839+

50.0

0 E

L. =

583.2

2’

VP

T 2

852+

50.0

0 E

L. =

583.1

0’

VP

C 2

859+

00.0

0 E

L. =

566.4

9’

581.9

5

58

4.4

4

586.5

8

58

8.3

4

58

9.7

0

59

0.6

7

591.2

5

591.4

3

591.2

3

590.6

3

58

9.6

4

588.2

6

586.4

9

584.3

3

581.8

2

57

9.2

7

57

6.7

1

574.1

6

57

1.6

0

569.0

5

566.4

9

564.1

9

56

2.4

0

572.6

8

57

2.2

4

571.7

5

571.2

8

570.8

6

570.4

3

570.0

2

569.4

3

568.9

8

56

8.4

4

568.0

3

56

7.5

4

567.1

9

56

6.6

1

566.1

2

566.0

3

566.5

2

567.3

2

568.4

8

568.9

8

569.9

3

570.5

9

571.3

2

57

0.7

1

558.6

8

55

8.6

1

56

1.4

0

573.2

8

573.5

5

57

4.0

1

57

8.7

1

583.5

8

604.1

2

591.8

8

58

0.2

0

582.8

9

576.3

8

585.9

3

585.3

6

582.4

2

580.2

6

57

9.1

7

577.7

2

577.4

5

57

6.6

7

57

7.1

1

57

6.6

1

57

5.7

4

575.5

6

575.6

3

57

5.7

0

574.8

8

573.9

5

573.2

3

572.5

3

571.3

2

570.2

9

56

9.4

7

568.3

8

56

7.0

0

56

5.7

0

563.1

2

561.2

3

559.2

8

556.7

6

555.8

6

55

4.4

7

55

3.7

7

55

3.4

0

55

2.5

1

551.3

9

550.5

2

549.6

8

548.6

9

54

8.2

0

547.4

9

546.5

8

545.0

6

54

3.6

0

54

2.1

4

540.6

9

539.3

5

53

7.8

7

54

0.3

1

54

2.0

4

543.2

6

54

4.6

1

545.8

6

546.9

5

54

7.9

1

54

8.5

4

548.9

5

54

9.3

1

550.4

5

55

2.0

1

554.9

3

55

6.6

4

55

6.2

7

55

6.8

0

55

7.8

4

CL 114ML1

EXISTING GROUND

PROPOSED GRADE

PROPOSED GRADE

EXISTING GROUND

CONTROL LINEME14MS14

DA

RT

(CO

TT

ON

BE

LT

) R

R

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 LINEDNM14NM21

EX

IT

- D

NM

97

WM

14

EX

IT

- D

NM

97

NM

21

EN

TR

AN

CE

- D

EM

14N

M97

EX

IT

- D

NM

97

SM

14

EB EXIT DIRECT CONNECTOR 97ML1

SPLINE GRADE ALONG 635ML2

CONTROL LINEMN14WM14

CONTROL LINE

DNM97WM14

572.6

8

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 %

56

0.6

4

VP

C 4

84+

50.0

0 E

L. =

570.4

3’

VP

T 4

89

+0

0.0

0 E

L.

= 5

78

.30

’

VP

C 4

91+

08.9

0 E

L. =

586.6

6’

VP

T 4

95

+5

8.9

0 E

L.

= 5

92

.91

’

VP

C 5

05+

50.0

0 E

L. =

593.2

4’

VP

T 5

09

+5

0.0

0 E

L.

= 5

97

.82

’

VP

C 5

38+

75.0

0 E

L. =

597.1

0’

VP

T 5

46

+2

5.0

0 E

L.

= 5

81

.85

’

VP

C 5

51+

50.0

0 E

L. =

563.2

5’

VP

T 5

60

+5

0.0

0 E

L.

= 5

49

.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

572.6

8

572.1

8

571.6

8

571.1

8

570.6

8

57

0.3

0

57

0.8

0

57

2.3

0

57

4.8

0

57

8.3

0

58

2.3

0

58

6.3

0

589.8

2

592.1

8

593.3

9

593.4

3

59

2.4

1

591.1

9

589.9

6

58

8.9

7

58

8.4

4

58

8.3

7

588.7

6

58

9.6

1

590.9

2

59

2.4

7

593.9

8

595.3

3

59

6.4

7

597.4

2

598.1

9

59

8.9

4

599.6

8

600.4

3

601.1

8

601.9

3

60

2.6

7

603.4

2

60

4.1

7

604.8

8

605.3

8

605.6

2

60

5.6

0

605.3

3

60

4.8

4

60

4.3

1

603.7

9

603.2

6

60

2.7

4

60

2.2

1

601.6

9

601.1

6

60

0.6

4

600.1

2

599.5

9

59

9.0

7

59

8.5

4

598.0

2

597.4

9

596.9

6

596.1

3

59

4.9

0

59

3.2

7

59

1.2

4

58

8.8

0

585.9

6

582.7

2

579.1

9

575.6

5

57

2.1

1

56

8.5

7

565.0

2

56

1.5

4

55

8.4

4

555.7

9

553.5

9

551.8

3

55

0.5

1

54

9.6

4

549.2

2

54

9.2

4

549.6

5

550.1

2

550.5

9

551.0

5

551.5

2

551.9

9

552.4

5

552.9

2

553.3

9

553.8

6

554.3

2

554.7

9

555.2

6

555.7

3

55

6.3

0

557.3

3

558.4

5

559.5

5

56

0.6

1

VP

C 4

98+

00.0

0

EL

. =

58

9.9

6’

VP

T 5

04

+0

0.0

0

EL

. =

59

0.9

2’ V

PT

52

3+

50

.00

EL

. =

60

5.1

0’

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

VP

C 5

18+

50.0

0

EL

. =

60

4.5

4’

EN

TR

AN

CE

- F

RN

97

CL CSAIR

18.0

’

CL MGV21

PROPOSED GRADE

EXISTING GROUND

18.1

’

17.9

’

CONTROLLINE97ML2

17.7

’

16.5

’

CONTROL LINE

2499ML2

CONTROLLINE635ML2

CO

NT

RO

L L

INE

FR

W1

14

2

CO

NT

RO

L L

INE

FR

GV

N2

1

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+00100+00 110+00 115+00 120+00

559.5

2

561.4

9

563.1

5

563.7

2

56

4.2

1

564.7

2

56

5.3

7

56

6.4

0

568.2

2

570.6

5

57

2.8

0

57

3.6

0

57

3.5

4

57

1.5

7

56

9.3

0

56

6.8

0

56

4.6

0

56

2.7

0

56

1.0

7

56

1.6

1

564.2

8

568.2

5

55

3.3

4

553.6

5

55

2.1

7

556.5

6

570.3

3

56

5.6

0

56

0.1

0

55

3.9

0

125+00 130+00 135+00125+00 130+00 135+00

55

0.0

4

54

6.8

7

544.0

3

54

0.0

1

53

6.2

4

531.1

6

52

9.0

1

527.8

6

53

0.0

0

53

0.3

4

530.7

6

531.6

5

STA = 94+33.66

EL = 560.20’

(+)2.0193 %(+)2.0193 %

55

9.5

0

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’

537.3

3

VP

C 9

4+

75.0

0 E

L. =

561.0

4’

VP

T 9

6+

75.0

0 E

L. =

563.5

6’

VP

C 9

9+

25.0

0 E

L. =

564.8

3’

VP

T 1

02

+2

5.0

0 E

L.

= 5

68

.82

’

VP

C 1

10+

50.0

0 E

L. =

563.4

6’

VP

T 1

14

+0

0.0

0 E

L.

= 5

68

.77

’

VP

C 1

15+

25.0

0 E

L. =

575.6

5’

VP

T 1

19

+7

5.0

0 E

L.

= 5

75

.25

’

VP

C 1

21+

50.0

0 E

L. =

565.3

1’

VP

T 1

24

+5

0.0

0 E

L.

= 5

50

.09

’

VP

C 1

26+

25.0

0 E

L. =

542.2

8’

VP

T 1

28

+2

5.0

0 E

L.

= 5

37

.40

’

95+00 100+00 105+00 110+00 115+00 120+00 125+00

559.5

2

561.5

2

56

2.9

7

563.6

9

56

4.2

0

56

4.7

0

565.3

6

566.5

6

56

8.3

0

57

0.4

4

572.5

5

57

3.7

1

573.5

5

57

2.0

7

56

9.6

4

56

7.1

7

56

4.7

0

56

2.5

1

562.3

2

56

4.4

1

56

8.7

7

57

4.2

7

57

9.0

7

58

1.4

7

581.3

8

57

8.8

1

573.8

3

568.1

5

562.5

2

557.2

5

552.3

8

547.8

6

543.3

9

53

9.5

0

537.5

6

VP

C 1

03+

75.0

0

EL

. =

57

2.0

5’

VP

T 1

07

+2

5.0

0

EL

. =

57

1.4

9’

END BASS PRO PGL

STA 128+40.80

ELEV 537.33

MATCH EXIST. PVMT

BY OTHERS

CL 2499ML1

EXISTING GROUND

PROPOSED GRADE

54

4.8

0

546.3

2

54

6.8

7

545.5

2

54

2.3

7

53

8.3

4

536.9

3

536.4

6

535.0

2

532.9

3

531.3

6

53

0.6

4

530.1

6

529.6

6

17.4

’

100+00 105+00 110+00

550

540

530

520

510

500

490

480

CO

NT

RO

L L

INE

FR

N2499

CO

NT

RO

L L

INE

FR

S2

49

9

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

541.8

5

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’

532.6

9

53

8.7

7

537.4

3

53

7.5

4

535.3

2

53

2.9

1

VP

C 1

04+

12.5

0

EL

. =

54

1.8

4’

VP

T 1

06

+3

7.5

0

EL

. =

53

7.5

3’

VP

C 1

08+

00.0

0

EL

. =

53

5.3

2’

VP

T 1

09

+0

0.0

0

EL

. =

53

2.9

1’

VP

C 1

06+

50.0

0

EL

. =

53

7.6

1’

VP

T 1

07

+5

0.0

0

EL

. =

53

6.6

4’

STARS & STRIPES(CSSTARS)

CL 2499ML1

EXISTING GROUND

PROPOSED GRADE

548.3

6

548.9

5

547.6

9

54

4.3

7

54

2.9

7

542.1

6

54

2.5

1

54

1.6

4

53

9.4

7

537.7

9

53

4.8

4

53

3.2

0

53

1.1

0

530.1

3

529.3

6

105+00 110+00

19.5

’

500

510

520

530

540

550

CO

NT

RO

L L

INE

FR

S2

49

9

CO

NT

RO

L L

INE

FR

N2499

GRAPEVINE MILLS PARKWAY

(CSGVMIL)

500

510

520

530

540

550

54

2.9

7

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

54

2.9

7

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’

53

3.5

7VP

C 1

04+

50.0

0 E

L. =

542.2

4’

VP

T 1

05

+5

0.0

1 E

L.

= 5

41

.85

’

VP

C 1

09+

00.0

0 E

L. =

537.9

5’

VP

T 1

10

+0

0.0

0 E

L.

= 5

34

.84

’

54

2.9

7

541.7

8

54

2.2

0

54

2.3

1

540.8

9

537.9

5

53

4.8

4

VP

C 1

06+

12.5

0

EL

. =

54

2.2

9’

VP

T 1

08

+8

7.5

0

EL

. =

53

8.3

9’

0+00 5+00 10+00

560.8

2

561.8

5

565.9

5

57

0.4

1

55

5.5

7

552.7

6

55

1.8

1

55

4.9

7

57

3.4

1

569.1

8

560.7

2

553.4

2

547.5

8

545.4

8

CL MGV21561.0

3

STA = 0+88.63

EL = 562.64’

(+)2.0906 %

STA = 1+50.00

EL = 563.87’

(+)2.0000 %(+

)5.9

624 %

L = 100.00’

K = 25

ex = 0.50’

STA = 5+50.00

EL = 587.72’(+)5

.9624 %

(-)6.1

096 %

L = 450.00’

K = 37

ex = -6.79’

STA = 11+50.00

EL = 551.06’

(-)6.1

096 %

(-)2.0000 %

L = 100.00’

K = 24

ex = 0.51’

STA = 12+07.47

EL = 549.91’

(-)2.6426 %

54

7.3

0

0+00 5+00 10+00

561.0

3

56

2.8

7

566.8

5

57

2.8

1

578.0

2

580.6

3

580.5

5

57

7.8

0

57

2.4

4

566.3

3

560.2

2

55

4.1

1

550.0

6

54

7.6

0

VP

C 1

+00.0

0

EL

. =

56

2.8

7’

VP

T 2

+0

0.0

0

EL

. =

56

6.8

5’

VP

C 1

1+

00.0

0

EL

. =

55

4.1

1’

VP

T 1

2+

00

.00

EL

. =

55

0.0

6’

VP

C 3

+2

5.0

0

EL

. =

57

4.3

0’

VP

T 7

+7

5.0

0

EL

. =

57

3.9

7’

CONTROLLINE2499ML2CONTROL

LINE97ML2

20.1

’

20.4

’

18.0

’

17.7

’

CONTROLLINE635ML2

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

560.9

9

560.5

2

559.1

5

55

7.7

4

55

2.5

7

553.0

6

55

3.4

1

554.5

8

55

2.7

0

552.4

5

55

1.1

7

550.2

6

54

8.4

7

546.8

5

CL MGV21

56

2.5

1

STA = 1+08.24

EL = 563.22’

(+)2.0631 %

STA = 1+75.00

EL = 564.56’

(+)2.0000 %(+

)5.5

748 %

L = 100.00’

K = 28

ex = 0.45’

STA = 5+75.00

EL = 586.85’

(+)5

.5748 %

(-)5.8

282 %

L = 450.00’

K = 39

ex = -6.41’

STA = 11+75.00

EL = 551.88’

(-)5.8

282 %

(-)2.0000 %

L = 80.00’

K = 21

ex = 0.38’

STA = 12+20.74

EL = 550.97’

(-)2.4050 %

54

9.3

0

0+00 5+00 10+00

56

2.5

1

563.0

5

566.0

6

571.5

2

576.7

8

579.8

2

580.3

3

57

8.3

0

57

3.7

4

56

7.9

1

562.0

8

556.2

6

55

1.4

4

549.4

6

VP

C 1

+25.0

0

EL

. =

56

3.5

6’

VP

T 2

+2

5.0

0

EL

. =

56

7.3

4’

VP

C 3

+50.0

0

EL

. =

57

4.3

1’

VP

T 8

+0

0.0

0

EL

. =

57

3.7

4’

VP

C 1

1+

35.0

0

EL

. =

55

4.2

2’

VP

T 1

2+

15

.00

EL

. =

55

1.0

8’

18.1

’

18.0

’

CONTROLLINE97ML2 1

6.5

’

CONTROLLINE2499ML2

CONTROLLINE635ML2

17.0

’

590

580

570

560

550

540

530

590

580

570

560

550

540

530

BASS PRO DRIVE SOUTH U-TURN

(UTRNBPS)

CL CSGVMIL

C

EXISTING GROUND

PROPOSED GRADE

480

490

500

510

520

530

540

550

509.7

4

515.5

2

52

0.0

3

52

4.1

2

52

7.9

8

531.4

7

53

5.2

6

537.4

2

53

9.8

5

54

1.6

6

541.2

7

541.5

2

542.0

3

542.6

7

542.6

7

542.1

0

54

0.7

6

539.6

5

538.6

1

537.6

2

53

6.5

9

536.6

1

53

6.4

6

535.9

5

535.0

8

535.8

3

53

5.5

5

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 = 531.38L 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)

497.0

7

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’

531.9

8

4020+00 4025+00 4030+00 4035+00 4040+00 4045+00

49

7.0

8

499.2

4

501.4

0

50

3.5

6

50

5.7

3

50

7.8

9

51

0.0

5

512.1

4

513.7

3

514.7

5

51

5.1

9

51

5.0

6

51

4.4

3

513.7

3

513.0

3

512.3

3

51

1.6

3

51

0.9

2

51

0.2

5

51

0.1

9

510.9

8

512.6

3

51

5.1

3

51

8.4

9

522.4

7

526.2

8

529.7

1

VP

C 4

04

4+

00

.00

EL

. =

522.4

7’

VP

T 4

04

6+

00

.00

EL

. =

529.7

1’

VP

T 4

04

3+

25

.00

EL

. =

519.4

7’

VP

C 4

03

7+

75

.00

EL

. =

510.4

0’

VP

T 4

03

1+

50

.00

EL

. =

514.7

9’

VP

C 4

02

6+

50

.00

EL

. =

511.1

3’

PR

OP

OS

ED

R.O

.W.

EX

IS

TIN

G R

.O.W

.E

XIS

TIN

G 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

DA

RT

(CO

TT

ON

BE

LT

) RA

IL L

INE

IH

635

SH

26 Chick-

Fil-A

FedEx

Kinko’s

Care

Now

Love and

War in

Texas

DiscountTire Co.

Golden

Corral

Chuck E.Cheese’s

Ashley

FurnitureHomestore

Rooms

to Go

Mattress FirmSubway

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 5Roll 4 of 5

Embassy Suites

ENCHANTED WAY

GE

NE

SIS

WA

Y

FELL

O

WS

HIP

WA

Y

NO

RT

HPO

INT

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

BA

SS

PR

O D

R

END CONSTRUCTION STA 109+10.00

TIE TO EXISTING PVMT.

BEGIN FRS2499 CONST.

STA 543+96.47

MATCH EXISTING PVMT.

NO

RT

H A

IR

FIE

LD

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

FellowshipBible Church

Starbucks

Conoco Gas

UptownSalon SuitesTimeless Spa

Aladdin Cleaner

Houghton PropertiesStorage

GR

AP

EV

INE

MIL

LS

BL

VD

.

STA

RS &

STRIP

ES W

AY

INTERNATIONAL PKWY (SPUR 97)

SH 121

SEE ROLL #5 FOR

IH 635 PLAN AND PROFILE

BA

SS

PR

O D

RB

ET

HE

L R

D

GR

AP

EV

INE

MIL

LS

BL

VD

.

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 RAMPBY 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

CL

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

CL 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

LC

LC

LC

5’

6:1

TYP

5’

6:1

TYP

5’ 5’

CL

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

LC

CL

12’12’

2%

PGL

12’ 12’

6:1

TYP

2% 6:1

TYP

EXISTING - STARS & STRIPES WAY

12’4’

CL

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

CL

PGL

12’ 12’

1.5% 1.5%

PR

OP

OS

ED

R.O

.W.

160’ USUAL (VARIES) RIGHT OF WAY

PR

OP

OS

ED

R.O

.W.

EX

IS

TIN

G R

.O.W

. 70’ USUAL (VARIES) RIGHT OF WAY

EX

IS

TIN

G R

.O.W

.

PR

OP

OS

ED

R.O

.W.

172’ USUAL (VARIES) RIGHT OF WAY

PR

OP

OS

ED

R.O

.W.

EX

IS

TIN

G R

.O.W

.

172’ USUAL (VARIES) RIGHT OF WAY

EX

IS

TIN

G R

.O.W

.

EX

IS

TIN

G R

.O.W

.

120’ USUAL (VARIES) RIGHT OF WAY

EX

IS

TIN

G R

.O.W

.

120’ USUAL (VARIES) RIGHT OF WAY

EX

IS

TIN

G R

.O.W

.

EX

IS

TIN

G R

.O.W

.

2’

EX

IS

TIN

G R

.O.W

.

120’ USUAL (VARIES) RIGHT OF WAY

EX

IS

TIN

G 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

CL UTURN

PGL

2%

13’

USUAL

PROPOSED - GRAPEVINE MILLS BLVD

OVER FM 2499

LC

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

S44S34

S35

S43

S45

S46

S48

S49

S50

S53

S54

S55

S56

S57

2848+50

STA 967+00

STA 1848+00

S50ASTA 4008+00

S52

STA 3884+50

STA 1892+00 S47

S54ASTA 1910+00

S57A

OSBCOSS

OSB

OSB

OSB

COSS

OSB

OSB

OSB

OSB

OSB

OSB

OSB

OSB

OSB

OSB

OSB

OSB

OSB

S58A

STA 37+00

EXIT ONLY

F.M.

2499

NO RTH

Grapevine Mills Pkwy

Bass Pro Dr

Bethel Rd

EXIT ONLY

NO RTH

F.M.

2499

Grapevine Mills Pkwy

EXIT ONLY

Bass Pro Dr

Bethel Rd

EXIT ONLY NO RTH

TEXAS

121

Coppell

Lewisville

NO RTH

F.M.

2499

Grapevine Mills Pkwy

EXIT ONLY

Grapevine Mills Blvd

Sandy Lake Rd

EXIT ‰ MILE

Grapevine Mills Blvd

Sandy Lake Rd

SO UTH W EST

TEXAS

121TEXAS

114

Ft Worth

BUSIN ESS

TEXAS

26TEXAS

114

Texan Trail

NO RTH

NO RTH BUSIN ESS

TEXAS

26TEXAS

114

Texan Trail

EXIT 1 MILE

SO UTH W EST

TEXAS

121TEXAS

114

Ft Worth

EAST

TEXAS

114SPUR

97

D/FW Airport

Dallas

EXIT ONLY

SO UTH W EST

TEXAS

121TEXAS

114

Ft Worth

D/FW Airport

Dallas

TEXAS

114

EAST

SPUR

97

COSS

EXIT ONLY

D/FW Airport

Dallas

EAST

TEXAS

114SPUR

97

SO UTH W EST

TEXAS

121TEXAS

114

Ft Worth

EAST

TEXAS

114SPUR

97

D/FW Airport

Dallas

INTERSTATE

635

EAST

STA 2930+00

S54B

OSB

SO UTH W EST

TEXAS

121TEXAS

114

Ft Worth

EAST

TEXAS

114SPUR

97

D/FW Airport

Dallas

INTERSTATE

635

EAST

INTERSTATE

635

EASTBethel Rd

Bass Pro Dr

SO UTH W EST

TEXAS

121TEXAS

114

Ft Worth

EAST

TEXAS

114SPUR

97

D/FW Airport

Dallas

EXIT 1 MILE

EASTINTERSTATE

635

EXIT ONLY

Bethel Rd

Bass Pro Dr

EXIT ONLY

EAST

TEXAS

114SPUR

97

D/FW Airport

Dallas

SO UTH W EST

TEXAS

121TEXAS

114

Ft Worth

SO UTH W EST

TEXAS

121TEXAS

114

Ft Worth

EAST

TEXAS

114SPUR

97

D/FW Airport

Dallas

SO UTH W EST

TEXAS

121TEXAS

114

Ft Worth

EAST

TEXAS

114SPUR

97

D/FW Airport

Dallas

NO RTH

TEXAS

121

EXIT ONLY

Flower MoundN EXT LEFT

STA 4902+00 S46A

EXIT ONLY

NO RTH

TEXAS

121

Stars & Stripes

Way

S57B

SO UTH W EST

TEXAS

121TEXAS

114

Ft Worth

Texan Trail

EXIT … MILES

TEXAS

114

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