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Ultimate Scope Schematic

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Ultimate Scope Schematic Area Under Construction Guard Posts Posts Posts Guard Guard Guard Retaining Wall Wall Wall Retaining Retaining Retaining Tent Tent Tent Slab Slab Slab Retaining Wall Wall Wall Retaining Retaining Retaining N 62%%d 21' 02" E N 62%%d 21' 02" E N 62%%d 21' 02" E Paved Parking Parking Parking Paved Paved Paved 360+00 Sign Sign Sign 360+00 Ramp Ramp Ramp Slab Slab Slab Slab Slab Slab MH Sign Sign Sign Paved Parking 114 114 SCHEM*02.DGN Slab CURVE DATA 3433 121FRE-5 114 Slab Slab Slab Seg 4 TFP RAILROAD MARSHALL N 68%%d 46' 43" E SHEET 2 Slab Slab TEXAS 121MLW 121FRW-3 Slab 156 CURVE TEXAS 377 Pop 315 Slab Slab 114 CREEK Slab NUM DELTA DEGREE TANGENT RADIUS PI STATION PI NORTHING PI EASTING PC STATION PT STATION PACIFIC 121MLE R.O.W. LENGTH BN RR 114 B N S F Pipe UNION ROLL 2 Billboard Pile Pile Pile Stock Stock RETAINING WALLS Stock Index of Schematic Rolls NEWARK C 20 PARCEL OWNER 81 SUPERELEVATION TRANSITION TABLE TROPHY CLUB L 121E820-2 820S-HE-11 ROANOKE 360+00 114 287 WALL BEGINNING ENDING 20 Unknown 118 360+00 FORT WORTH 377 IH 820 GENERAL PURPOSE LANES Ramp Ramp Ramp ALLIANCE 21 NAME ALIGNMENT STATION & OFFSET STATION & OFFSET 21 Unknown Obscured WISE COUNTY 170 EXIST PROP BEGIN BEGIN END TRANSITION FULL END FULL END END ROLL 1: IH820 PLAN Approx RW121R359 Area 820GPN-3 2^ 29' 59.42" (LT) 0^ 42' 58.31" 174.55' 349.04' 8,000.00' 767+23.89 6,977,548.68 2,364,541.55 765+49.34 768+98.39 AIRPORT 114 377 360+00 156 DENTON COUNTY Sign Sign IH 820 NB/SB RW820L757 820GPS 756+75.78, 73.97' LT 768+69.47, 112.26' LT 22 PS Texas Holdings, Ltd. Sign Guard Rails ROLL 2: IH820 PLAN UP RR WESTLAKE Culvert 81 820GPN-4 1^ 08' 42.97" (LT) 1^ 08' 43.14" 50.00' 100.00' 5,002.62' 771+48.40 6,977,973.21 2,364,546.56 770+98.40 771+98.39 BURLINGTON ROW ROW Slab Slab 287 BASELINE CROSS TRANSITION AND BEGIN FULL SUPERELEVATION SUPERELEVATION AND TRANSITION CROSS RW820L765 820GPS 765+32.34, 180.58' LT 768+70.99, 182.96' LT 23 Unknown Slab UNION Marker Slab Slab 121CLW-3 Slab Slab Slab Slab ROLL 3: TEXAS 121 PLAN Gate Gate Gate 170 RW121R360 EB/WB NORTHERN 820GPN-5 1^ 08' 43.06" (RT) 1^ 08' 43.14" 50.00' 100.00' 5,002.62' 775+48.47 6,978,373.27 2,364,543.29 774+98.47 775+98.47 Sign Sign 287 24 W.T. Spears and wife, Dana Spears Sign PACIFIC RW820L773-1 820GPS 772+77.74, 224.09' LT 775+48.05, 254.66' LT 718 TEXAS SLOPE SUPERELEVATION BEGIN TRANSITION SLOPE ROLL 4: GENERAL PURPOSE LANE PROFILE (IH820) SANTA FE 25+00 Unknown 820GPN-6 21^ 21' 45.04" (RT) 2^ 01' 26.48" 533.92' 1,055.45' 2,830.79' 783+20.21 6,979,144.96 2,364,552.39 777+86.28 788+41.73 TEXAS 25 156 772+81.93, 193.89' LT TARRANT COUNTY 121CLE-6 RW820L773-2 820GPS 775+51.55, 220.86' LT 170 RAILROAD 114 Overhead Sign 820N121 ROLL 5: GENERAL PURPOSE LANE PROFILE (IH820 & SH121) CORP 820S-HE 26 W.T. Spears and wife, Dana Spears Pop 795 820GPN-7 20^ 31' 49.55" (LT) 0^ 59' 35.66 1,044.71' 2,067.02' 5,768.58' 831+85.68 6,983,666.40 2,366,382.74 821+40.97 842+07.99 Stock Pile Pile Stock Stock 170 VARIES VARIES 121CLE EB -2.50% 384+70.00 389+50.00 5.44 389+80.00 394+60.00 -2.50% RW820L786 820GPS 786+62.54, 191.28' LT 788+99.29, 178.70' LT Pile Stock HASLET 572.3 1164 Inlet 365+00 121CLW-3 Approx Obscured Area Area Area Obscured Obscured Obscured Slab Slab 27 Larry Don Hirons Slab Slab Slab TEXAS RW820L789 820GPS 790+03.98, 180.10' LT 815+36.79, 123.15' LT Slab ROLL 6: MANAGED LANE PROFILE AVONDALE 820GPN-8 2^ 45' 58.53" (LT) 1^ 22' 36.30" 100.48' 200.93' 4,161.67' 864+39.38 6,986,941.38 2,366,468.98 863+38.90 865+39.83 TFP TEXAS 170 N 50%%d 03' 42" E Unknown Inlet 28 Gate Gate 114 121W-HE-14 RW121L354-1 121CLW WB 2.50% 361+10.00 363+20.00 6.00 375+30.00 377+40.00 2.50% Gate 365+00 RW820L790-1 820GPS 793+10.80, 34.00' RT 798+67.78, 33.03' RT ROLL 7: FRONTAGE ROAD PROFILE 114 N 58%%d 03' 50" E 820GPN-9 2^ 11' 27.70" (RT) 1^ 23' 25.21" 78.81' 157.59' 4,121.00' 867+52.97 6,987,254.92 2,366,462.09 866+74.16 868+31.75 B287 CORP P 29 Unknown SOUTHLAKE 121CLE RW820L790-2 820GPS 793+15.02, 59.64' LT 798+69.20, 61.16' LT ROLL 8: FRONTAGE ROAD PROFILE Slab Slab 377 365+00 WB -2.50% 386+60.00 4.58 388+00.00 392+30.00 -2.50% Wright W. Singleton Slab DIDO 820S-HE-12 382+30.00 30 AVON 580.5 736 81 365+00 Sign RW820L790-3 820GPS 793+10.80, 33.01' RT 793+10.80, 59.45' LT 287 ROLL 9: DIRECT CONNECTOR PROFILE Retaining Wall SANTA FE Slab Slab 21 Slab 365+00 RAILROAD 31 Amino Transport, Inc. 820GPS-2 21^ 21' 45.27" (RT) 2^ 13' 31.90" 485.58' 959.89' 2,574.48' 784+85.79 6,979,311.78 2,364,475.36 780+00.21 789+60.09 114 Ramp Ramp Ramp RR Control Box B114 1709 L WB 2.50% 388+00.00 390+10.00 3.34 392+30.00 394+40.00 2.50% RW820L800 820GPS 800+25.89, 5.03' RT 827+22.93, 10.00' RT Inlet ROLL 10: RAMP & CROSS STREET PROFILE S 40%%d 32' 31" E 31" 32' 40%%d S Koyasa Family, Ltd. GOODE 32 1709 AIRPORT 114 820GPS-3 4^ 11' 10.20" (RT) 0^ 30' 00.00" 418.80' 837.23' 11,459.16' 802+86.33 6,980,991.20 2,365,155.21 798+67.52 807+04.76 N 64%%d 29' 05" E 820S-HE 819+28.87, 87.05' LT PP 1-2X-12 RW820L802 820GPS 801+95.84, 110.68' LT NORTHERN Koyasa Family, Ltd. 1709 33 HICKS 1938 AIRFIELD 156 121MLE EB 2.50% 364+40.00 366+50.00 6.00 375+20.00 377+30.00 2.50% 820GPS-4 4^ 11' 10.43" (LT) 0^ 59' 26.49" 211.37' 422.56' 5,783.42' 809+16.13 6,981,556.51 2,365,433.69 807+04.76 811+27.31 586.0 RW820L833 820GPS 831+90.70, 134.83' LT 837+80.60, 136.68' LT 1188 26 365+00 34 Talley Rents, LLC 1220 287 114 4' 365+00 TB-121W RW820L845 820GPS 844+37.20, 83.00' LT 852+07.00, 83.00' LT 820GPS-5 5^ 55' 36.30" (LT) 1^ 30' 00.00" 197.74' 395.12' 3,819.72' 825+73.98 6,983,093.40 2,366,055.84 823+76.25 827+71.36 EB -2.50% 386+40.00 388+50.00 3.34 391+20.00 393+30.00 -2.50% 35 BDRC 820 Towers, Ltd. 15+00 BNSF SH RW820L840-1 820GPS 839+90.83, 12.00' RT 863+52.71, 12.00' RT 820GPS-6 14^ 36' 13.26" (LT) 1^ 00' 24.67" 729.17' 1,450.43' 5,690.58' 835+00.53 6,983,983.89 2,366,313.07 827+71.36 842+21.79 Gate Gate PROJECT LOCATION VARIES RW121L355 36 J & H Investments Gate Paved Parking Ramp Ramp 60' 60' Ramp VARIES 30' 10' 10' 30' 24' 6' 15+00 UP RR Sign Sign 121 Sign BURLINGTON EB 2.50% 392+60.00 5.43 393+30.00 395+40.00 2.50% 839+90.83, 40.00' RT 860+13.88, 40.00' RT Ramp (SSW) RW820L840-2 820GPS Inlet 390+50.00 37 RH Real Estate, Ltd. 820GPS-7 1^ 03' 18.52" (RT) 0^ 21' 06.21" 150.00' 299.99' 16,290.00' 865+02.71 6,986,992.93 2,366,392.31 863+52.71 866+52.70 S 49%%d 30' 45" E E 45" 45" 30' 30' 49%%d 49%%d S S Retaining Wall Slab Slab KELLER Slab DART 121FRW-4 RW820L855 820GPS 855+64.64, 83.00' LT 860+81.30, 82.00' LT 38 Hurst City Apartment Partners, Ltd. B287 2-12' P S S SH SH S CLR ZONE VARIES VARIES CLR ZONE SH EB 2.50% 392+60.00 5.43 393+30.00 395+40.00 2.50% LP Inlet 390+50.00 PELICAN 3029 RW820L861 183GP820S 861+00.00, 46.00' LT 873+36.34, 46.24' LT 39 Hurst City Apartment Partners, Ltd. BEGIN BRIDGE Culvert 820CL-2 21^ 21' 45.27" (RT) 2^ 00' 00.00" 540.34' 1,068.13' 2,864.79' 783+08.96 6,979,134.97 2,364,506.27 777+68.63 788+36.75 360 FTG RD.
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