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. Paved Parking UNION 19 156 MATCH LINE STA. 365+00 BEGIN CONSTRUCTION 40 Unknown
LAKEVIEW RW820R756 820GPN 756+70.65, 114.74' RT 765+53.52, 108.87' RT
Paved Parking Parking Paved Paved ISLAND | 820FRSB EB 2.50% 410+90.00 413+00.00 4.54 416+30.00 418+40.00 2.50% Parking Paved
MH
3479 VARIES 820CL-3 20^ 31' 49.78"(LT) 1^ 00' 00.00" 1,037.65' 2,053.05' 5,729.58' 831+93.78 6,983,674.49 2,366,343.94 821+56.13 842+09.18
S S S
S S
3479 1938 [ 183CL 41 S
Ramp Ramp
Unknown Ramp
S S STA. 775+00.00 RW820R763 820GPN 763+50.98, 164.31' RT 765+86.08, 154.13' RT S 81 END BRIDGE
287
Slab Slab Slab 26 STA. 10+35.89 377 Marker 767+35.63, 202.23' RT 42 Unknown COLLEYVILLE 121CLE-6 | 820GPN 121MLW WB 2.50% 364+40.00 366+50.00 6.00 375+20.00 377+30.00 2.50% RW820R764 820GPN 764+29.53, 213.74' RT 121
DART (SSW) 1220 MATCH EXISTING
377
Gate Gate 43 Gate
B287 STA. 782+95.90 E RW820R770 820GPN 769+82.10, 151.38' RT 774+26.34, 153.84' RT Unknown 183CL-11 5^ 52' 46.29" (RT) 2^ 00' 00.00" 147.18' 293.98' 2,864.79' 25+02.05 6,980,524.61 2,365,678.87 23+54.93 26+48.91
365+00 (HURST) 10 SH
TEXAS SEE ROLL 3 WB -2.50% 391+50.00 394+00.00 4.58 395+00.00 397+50.00 -2.50% 44 Unknown
S S 770+95.14, 107.67' RT 776+31.92, 122.59' RT S 35W TRANSIT 121 24' RW820L757 RW820R771 820GPN
26
Sign Sign 10' 36' Sign 24' 36' 10' 20 10+00 BNSF 45 Unknown
1938
S S S
B287 Gate 199 370+00 3029 RW820R774 820GPN 774+49.28, 234.47' RT 779+53.84, 186.56' RT 183-820-1 5^ 34' 40.56" (LT) 3^ 00' 00.00" 93.04' 185.93' 1,909.86' 10+93.04 6,983,731.57 2,366,420.04 10+00.00 11+85.93 P 156 377 RW820L765 (DART) 121 BEGIN BRIDGE 19 820FRSB-3 22 WB 2.50% 394+40.00 396+50.00 3.32 399+00.00 401+10.00 2.50% 46 Unknown
SAGINAW Inlet BNSF SH 3-12' 2-12' 2-12' 3-12' SH 121CLE | 820FRS1 RW820R782 820GPN 776+87.47, 41.69' LT 778+82.99, 41.04' LT 157 CURVE DATA 26
Billboard
S S WATAUGA 47 NRH Assosicates, Ltd. S UP RR
TRANSIT STA. 774+70.00 782+79.60, 39.00' LT 798+87.15, 39.00' LT MANGHAM WB 2.50% 410+80.00 412+90.00 4.55 416+30.00 418+40.00 2.50% RW820R783-1 820GPN RAPID NORTH AIRPORT GP LANES GP LANES GP LANES GP LANES 30+00 48 Church of Jesus Christ of the Latter Day Saints 121CLW-4 6^ 25' 20.11" (RT) 1^ 30' 00.00" 214.30' 428.15' 3,819.72' 387+28.18 6,980,715.32 2,364,968.02 385+13.88 389+42.03 AREA 820FRSB-2 121MLE-15 35W 820 BEGIN BRIDGE 121MLW-13 81 DALLAS
Sign 287 RW820R783-2 820GPN 782+91.13, 11.00' LT 793+40.85, 11.00' LT 3029 BEGIN BRIDGE CURVE 1220 RICHLAND END BRIDGE 56 Riverbend Investment II, LTD. BLUE MOUND 121 1938 RAILROAD | 820S-TB 183-820S-1 END BRIDGE 820GPN NB 2.50% 769+60.00 771+70.00 3.70 771+30.00 773+40.00 2.50% 121CLW-5 3^ 34' 46.93" (LT) 0^ 59' 59.99" 179.04' 357.97' 5,729.59' 391+21.08 6,981,061.13 2,365,155.47 389+42.03 393+00.00 NUM DELTA DEGREE TANGENT RADIUS PI STATION PI NORTHING PI EASTING PC STATION PT STATION VARIES 6' 4' 820FRS1-6 | 183UTUR 785+10.59, 331.00' RT 787+92.45, 348.87' RT 199 24' 370+00 | 820GPS RW820R785 820GPN LENGTH TEXAS HILLS 26 STA. 16+30.52 775+00 780+00 57 Unknown 377 | 820FRS1 BURLINGTON 35W IH 820 MANAGED LANES TEXAS * 199 770+00 STA. 793+00.00 Sign 786+10.74, 236.89' RT 788+44.68, 263.14' RT Paved Parking RW820R786 820GPN Unknown 820 NB -2.50% 768+80.00 778+10.00 3.70 772+90.00 782+20.00 -2.50% 58 820 183 15+00 STA. 787+33.58 121 820 * 0.02 820 765+00 RW820L790-2 199 121 SH 2-12' SH N 0%%d 45' 15" W 820MLN-3 3^ 12' 54.78" (LT) 0^ 57' 00.64" 169.23' 338.38' 6,030.00' 767+98.76 6,977,624.61 2,364,507.45 766+29.52 769+67.90 157
Guard
199 Fence Paved Parking Parking Parking Paved Paved Paved
NORTHERN Pipe 183-820S N 8%%d 52'N 16"8%%d E 52' 16" E 183UTUR-1 RW820R789 820GPN 788+81.79, 352.13' RT 792+60.83, 265.60' RT
Billboard Pipe 59 LJJL Enterprises, Ltd.
Marker 370+00780+00 LP SH 121 RAMPS
156 Paved Parking RW820L790-3
Posts Posts Posts FTG RD. LP 785+00 RW820L786 NB -2.50% 769+90.00 781+90.00 5.47 784+40.00 796+40.00 -2.50% RW820R790 820GPN 789+63.30, 220.82' RT 814+37.45, 136.04' RT 60 LJJL Enterprises, Ltd. 820MLN-4 1^ 38' 39.43" (LT) 0^ 40' 26.64" 121.98' 243.94' 8,500.00' 773+19.69 6,978,145.60 2,364,513.60 771+97.72 774+41.65
SANTA FE B287 HURST BEDFORD N 6%%d 04' 19" W
P 121W-HE-15 3^ 57' 35.25" (LT) 4^ 02' 22.13" 49.03' 98.03' 1,418.40' 31+51.01 6,979,082.96 2,364,314.64 31+01.97 32+00.00
Guard
Sign Sign
775+0010+00 Rail 25 Sign 0.02 RW820L773-1 370+00 820
0.02 0.025 TFP
TL 0.025 370+00 820 Riprap MH 820MLN-5 1^ 38' 39.43" (RT) 0^ 40' 26.64" 121.98' 243.94' 8,500.00' 775+63.63 6,978,389.52 2,364,509.47 774+41.65 776+85.59 END BRIDGE TL RW820R793 820GPN 793+76.64, 112.75' RT 808+08.78, 102.43' RT 61 The McLendon Company
PP FH CORP * 1-3-22 N 8%%d 52' 16" E RW820L790-1 26 820S-TB 1886 Sign TL
PP 1-3-21 121FRW 1886 NB 2.50% 820+00.00 822+10.00 3.32 841+40.00 843+50.00 2.50% (DART) N 3%%d 57' 25" E SH 121 DIRECT CONNECTOR
LAKE FORT Marker WORTH 183 | 820FRSB Unknown RAILROAD 62 121 820FRS1-5 199 MEACHAM 785+00 Transmission Line Tower RW820R816 820GPN 816+59.59, 108.47' RT 834+84.61, 74.01' RT
RAPID Paved Parking 820MLN-6 21^ 21' 45.27" (RT) 2^ 00' 00.00" 540.34' 1,068.13' 2,864.79' 783+25.93 6,979,151.78 2,364,518.47 777+85.59 788+53.72 AIRPORT MH
MH 15+00 820S-TB-13 Guard Rails TFP 474
35W Inlet 820S-TB-12 Ramp STA. 786+54.00 Approx Unknown 81 157 N 6%%d 04' 19" W TEXAS 63 121CLE-5 24^ 45' 54.91" (RT) 3^ 00' 00.01" 419.302 825.507 1,909.86 341+81.33 6,977,656.79 2,361,863.08 337+62.03 345+87.53 LAKESIDE 10
WORTH 287 * RW820R844 820GPN 843+97.30, 89.13' RT 852+45.94, 83.00' RT
RICHLAND 10 770+00 Riprap NB 2.50% 861+60.00 864+30.00 4.29 864+50.00 867+20.00 2.50% 820MLN-7 5^ 57' 56.79" (LT) 1^ 04' 03.00" 279.68' 558.85' 5,367.28' 824+32.61 6,982,969.27 2,366,066.01 821+52.93 827+11.78 AREA 10+00 474
20+00 Approx
1220 10 BOOTH CALLOWAY 64 Unknown PACIFIC 183 121FRE-6 121CLE-7 7^ 01' 37.79" (RT) 2^ 00' 00.00" 175.9 351.358 2,864.79 389+67.90 6,980,256.30 2,365,052.27 387+92.00 391+43.36
* N 21%%d 52' 50" E LP MH RW820R855 820GPN 855+56.69, 81.97' RT 859+56.12, 89.14' RT (RLTN) 375+00 RW820L789
Culvert
S 6%%d 04' 21" E 21" 04' 6%%d S Parking Parking Parking Paved Paved Paved Inlet 820MLN-8 14^ 33' 53.18" (LT) 0^ 59' 56.86" 732.83' 1,457.75' 5,734.58' 834+82.99 6,983,979.08 2,366,356.96 827+50.17 842+07.92
TL RAILTRAN
Concrete HILLS Drain Sign 820FRSB-1 TL Unknown 199 183 65 820GPS-2 Gate 875+20.00 -2.50% 121 NB -2.50% 859+90.00 870+20.00 4.32 864+90.00
Marker
Paved Parking Parking Paved Paved
SANSOM PARK Parking Paved TL
765+00 RW820L773-2 25+00 N 6%%d 40' 44" E S RW820R860-1 820GPN 860+00.07, 10.73' RT 868+31.75, 36.24' RT
DALLAS Sign Sign B287 121 DART P N 0%%dN 28'0%%d 10" 28'W 10" W RW820R782 FH 820MLN-9 2^ 45' 58.53" (LT) 1^ 23' 17.12" 99.66' 199.29' 4,127.67' 864+38.49 6,986,941.45 2,366,434.97 863+38.83 865+38.12
TFP Sign 66 Unknown UNION * 6:1 MAX WITHIN LP VILLAGE 1220 377 * BEGIN BRIDGE 820
Approx RW820R860-2 820GPN 860+00.26, 10.00' RT 868+31.75, 10.00' RT TEXAS Concrete Drain 820183E-1 2^ 45' 58.53" (LT) 1^ 23' 00.23" 100.00' 199.96' 4,141.67' 27+15.41 6,986,941.42 2,366,448.97 26+15.41 28+15.37 183 RW820R783-1 183 N 22%%d 02' 20" E 183 27 [ 183CL 67 Unknown 820MLN-10 2^ 45' 58.79" (RT) 1^ 22' 43.45" 100.34' 200.64' 4,155.67' 867+31.34 6,987,234.26 2,366,428.54 866+30.99 868+31.64 BNSF
0.02 Guard Rails LP RW121L354-1 121CLW 353+75.89, 47.86' LT 382+80.91, 73.97' LT
Guard Rail 23 820 HALTOM CLEAR ZONE 30+00 Unknown 820183E-2 2^ 45' 58.79" (RT) 1^ 23' 00.23" 100.00' 199.97' 4,141.67' 30+08.25 6,987,234.23 2,366,442.54 29+08.25 31+08.21 183 STA. 15+60.00 NELP820-1 68 121 370+00 Inlet 820 820FRSBCulvert Guard Rails 121 PGL N 0%%d 40' 35" E N 62%%d 32' 21" E 820GPS SB -2.50% 771+70.00 784+10.00 5.73 785+50.00 797+90.00 -2.50% RW121L355 121CLW 365+47.20, 8.28' RT 369+39.04, 89.77' RT
N 0%%d 10' 59" W Sign 157 Unknown (RLTN) 24
S 69 199 CITY 3:1 MAX ELSEWHERE 790+00 820MLS-1 21^ 21' 45.27" (RT) 2^ 15' 00.00" 480.30' 949.45' 2,546.48' 784+80.15 6,979,306.17 2,364,503.29 779+99.85 789+49.29 TEXAS RW121R360 121CLE 361+25.65, 701.27' LT 374+64.30, 268.00' LT
N 1%%d 20' 41" E Riprap
Obscured Area Area Obscured Obscured 199 765+00 770+00 775+00 N 0%%d 40' 35" E 70 Unknown Area Obscured DCNB-1 2^ 45' 58.53" (LT) 1^ 23' 00.23" 100.00' 199.96' 4,141.67' 27+15.20 6,986,941.42 2,366,448.97 26+15.20 28+15.16 AIR FORCE N 0%%d 40' 38" E 780+00 121FRW-5
PLANT 4 780+00 Marker
RAIL TRAN 765+00N 0%%d 40' 35" E N 0%%d 28' 10" W 770+00 N 2%%d 13' 24"775+00 E 375+00 RW121L354-1 28 SB -2.50% 794+10.00 800+90.00 2.03 804+80.00 811+60.00 -2.50% 820MLS-2 2^ 37' 43.60" (RT) 1^ 00' 00.00" 131.46' 262.88' 5,729.58' 799+90.16 6,980,716.18 2,365,074.09 798+58.69 801+21.57
Guard Posts Posts Posts Guard Guard Guard N 0%%dN 0%%d 40' 35" 40' E35" E Riprap Unknown H-P6,A2 527.88 71 183 121
Riprap
183 Concrete Drain UP RR N 0%%d 40' 35" E 775+00 DCNB-2 2^ 45' 58.79" (RT) 1^ 23' 00.23" 100.00' 199.97' 4,141.67' 30+08.04 6,987,234.23 2,366,442.54 29+08.04 31+08.00 RIVER OAKS 780+00 TFP 81
CARSWELL STATION/ 820MLS-3 1^ 25' 24.56" (RT) 0^ 30' 05.36" 141.93' 283.85' 11,425.16' 805+41.55 6,981,217.29 2,365,304.23 803+99.61 806+83.47
Slab Slab
JOINT RESERVE BASE 765+00 820CL-2 72 Unknown Slab
Sign Sign WHITE 785+00 SB 2.50% 805+60.00 807+70.00 3.31 810+60.00 812+70.00 2.50% Sign
Sign
Slab Slab IH 820 WITH FRONTAGE ROADS 775+00 N 0%%d 40' 35" E Slab
Inlet RY 770+00 780+00 N 0%%d 28' 08" W Culvert Unknown SETTLEMENT P BNSF N 0%%d 40' 35" E 380+00 73 820MLS-4 4^ 03' 08.39" (LT) 0^ 59' 38.76" 203.90' 407.64' 5,763.58' 809+19.50 6,981,556.74 2,365,470.46 807+15.60 811+23.23
30 30 30 S Pool P
785+00 26 Paved Parking 183 157 DCSB-1 18^ 08' 04.05" (LT) 5^ 43' 46.48" 159.59' 316.51' 1,000.00' 22+75.01 6,987,001.99 2,366,412.55 21+15.42 24+31.93
N 17%%d 49' 28" E Paved Parking 347 765+00 SB 2.50% 821+60.00 824+80.00 4.58 826+60.00 829+80.00 2.50% 74 Unknown
775+00 N 17%%d 49' 28" E LP
Guard Rail 820 785+00 375+00 820MLS-5 5^ 56' 54.97" (LT) 1^ 29' 11.97" 200.25' 400.13' 3,854.00' 825+65.85 6,983,082.96 2,366,088.30 823+65.61 827+65.74
30 280 780+00 347 770+00 375+00
183 TFP
30 Inlets WESTWORTH 287 820 75 Unknown DCSB-2 7^ 06' 05.84" (RT) 5^ 43' 46.48" 62.05' 123.95' 1,000.00' 29+01.03 6,987,604.40 2,366,232.67 28+38.98 29+62.93
Guard Rail
Guard Posts Posts Guard Guard 81 30 Posts Guard 820MLS-6 14^ 34' 54.58" (LT) 0^ 59' 59.72" 733.11' 1,458.30' 5,730.03' 834+98.85 6,983,979.75 2,366,346.98 827+65.74 842+24.04 820 STA. 740+00 TO STA. 769+00 820S-183-11 FP VILLAGE Culvert SB 2.50% 824+20.00 829+50.00 6.00 840+50.00 845+80.00 2.50% 76 Unknown CTRL 795+00 377
157 785+00 UP RR
FP
820
Slab Slab Slab 820MLS-7 18^ 08' 04.05" (LT) 5^ 39' 01.70" 161.82' 320.94' 1,014.00' 865+16.08 6,987,003.85 2,366,426.61 863+54.26 866+75.19
FP 180 15+00 820GPN-4 Overhead Sign N 64%%d 56' 14" E 820MLN-3 820FRS-11 77 Unknown PR-820S-11 2^ 54' 03.63" (LT) 2^ 00' 00.00" 72.54' 145.05' 2,864.79' 10+72.54 6,980,566.61 2,364,862.50 10+00.00 11+45.05
H-P6,B-1 820N-183 546.29 10+00
WESTOVER Guard Rail 180 RAILROAD
Guard Rail SB -2.50% 862+10.00 864+20.00 -2.00 865+80.00 867+90.00 -2.50% 287 180 180
LP UPRR UPRR 25+00 820MLS-8 7^ 06' 05.84" (RT) 5^ 48' 39.35" 61.18' 122.21' 986.00' 871+43.43 6,987,607.57 2,366,246.33 870+82.25 872+04.46 157 Unknown
LP Sign Sign TB-820N-11 78 Sign 180 20+00 30 785+00 PACIFIC 377 180 N 5%%d 08' 50" W N 22%%d 02' 20" E HILLS RAILROAD UNION 820GPN-5 30 795+00 PACIFIC IH 820 CROSS STREETS 30 N 22%%d 02' 20" E N 17%%d 49' 13" E P UPRR Unknown 30 377 375+00 790+00 PR-820S-12 79 SH 121 MANAGED LANES 180 TB-820N 29 20+00 Culvert 820MLN NB -2.50% 759+50.00 764+30.00 5.44 764+70.00 769+50.00 -2.50% 30 303 Billboard 25+00 NELP820
Billboard
Paved Parking Parking Paved Paved 30+00 121CLW-12 Parking Paved NELP820-1 83^ 35' 31.12" (LT) 111^ 46' 26.53" 45.83' 74.79' 51.26' 10+45.83 6,980,969.94 2,364,422.19 10+00.00 10+74.79
UPRR 380+00 80 Socony Mobil Oil Co., Inc. Paved Parking
Sign Sign Sign
183CL
Guard Rails 121MLE-6 40^ 18' 42.11" (LT) 4^ 00' 00.00" 525.77' 1,007.79' 1,432.40' 371+05.92 6,979,037.69 2,364,437.76 365+80.15 375+87.94 30 15+00 790+00 Approx Concrete Drain 911.20'
580 LP 303 15+00 MH FORT 35W PANTEGO 820FRSB-4 NB 2.50% 764+90.00 767+00.00 3.19 769+00.00 771+10.00 2.50% 81 Bering Associates NELP820-2 27^ 25' 07.73" (LT) 56^ 10' 20.40" 24.88' 48.81' 102.00' 17+05.47 6,981,256.97 2,365,034.79 16+80.58 17+29.39 Pop 2,371 580 377
Concrete 10+00 Drain
157 121MLE-7 4^ 05' 55.14" (RT) 1^ 00' 00.00" 205.02' 409.87' 5,729.58' 389+88.67 6,980,823.42 2,365,160.65 387+83.65 391+93.52
Posts Posts 765+00 375+00 Posts 775+00 820MLS Pool B287 508 Riprap P 287 770+00 82 Midbury Associates
820FRN1-820N1 Inlet
RAILROAD 790+00
Paved Parking Parking Paved Paved UP RR WORTH 303 RW820L802 Parking Paved UP RR UP 287 121MLE-8 4^ 05 55.37" (LT) 1^ 59' 38.60" 102.82' 205.55' 2,873.33' 392+96.33 6,981,099.77 2,365,296.26 391+93.52 393+99.06
N 89%%d 48' 51" E
Sign Sign Sign
PP NB -2.50%
35W 1-1-8 772+40.00 775+40.00 2.40 775+90.00 778+90.00 -2.50% Halle-Von Voightlander Guard Fence 83
303
Billboard
C
380+00 800+00 Retaining Wall 183UTUR-1 71^ 59' 23.13" (RT) 74^ 53' 47.20" 55.57' 96.12' 76.50' 10+55.57 6,980,429.91 2,364,693.05 10+00.00 10+96.12
Slab Slab Slab MATCH LINE STA. 765+00 380+00
LP PACIFIC 780+00 303 Marker 121MLE-9 6^ 57' 18.29" (LT) 1^ 28' 58.50" 234.80' 469.01' 3,863.72' 414+66.28 6,983,111.24 2,366,110.53 412+31.48 417+00.49 Culvert BEGIN BRIDGE 84 Unknown BNSF 820 35+00 790+00 N 22%%d 02' 20" E
820 MH
Slab Slab Slab
Paved Parking
Slab Slab NB -2.50% 774+70.00 779+50.00 5.44 786+90.00 791+70.00 -2.50% Slab 183UTUR-2 110^ 56' 43.78" (RT) 111^ 15' 14.19" 74.86' 99.72' 51.50' 15+88.75 6,980,431.69 2,365,241.25 15+13.90 16+13.62
820FRN1-820N1-1 Riprap 183 | 820S-183 RW820R770 15+00 85 Sears, Roebuck & Co., Et Al 183 380+00 N 15%%d 36' 13" E N 22%%d 02' 20" E 157 C 820GPN-3 820FRN1-4 RW820R771 STA. 13+96.74 Inlet 287 L 10+00 790+00 Culvert N 22%%d 02' 20" E 86 Sears, Roebuck & Co., Et Al Pop 1,758 820MLN 820MLS-3 NB 2.50%
DALWORTHINGTON 10+00 820+10.00 822+20.00 3.52 826+40.00 828+50.00 2.50% 121MLW-12 4^ 10' 04.05" (LT) 2^ 30' 00.00" 83.39' 166.71' 2,291.83' 354+49.51 6,978,283.63 2,362,963.92 353+66.11 355+32.82
UNION PACIFIC
Riprap 820N-183-3 E B287 NELP820-1
P PROP Sears, Roebuck & Co., Et Al
Sign Sign 820FRN1-5 1,276.25' 87 Sign BNSF EXIST 820 RAILROAD RW820R764 820FRSB 35W GARDENS 121MLW-13 40^ 18' 42.11" (LT) 4^ 00' 00.00" 525.77' 1,007.79' 1,432.40' 371+08.30 6,979,053.44 2,364,433.35 365+82.54 375+90.33 20 800+00 LP
Culvert 183 820 END BRIDGE Guard Rails N 89%%d 48' 51" E NB 2.50% 20 Culvert 826+10.00 828+20.00 3.33 841+40.00 843+50.00 2.50% 465 795+00 B287 287
CTRL IH 820
Sign Sign Sign
ROW Guard Rails 820 20 ROW N 22%%d 02' 20" E 820FRS-12 121MLW-14 3^ 52' 59.32" (RT) 1^ 30' 00.00" 129.49' 258.88' 3,819.72' 394+49.98 6,981,264.55 2,365,328.44 393+20.49 395+79.37 Overhead Sign [ TB-820N Concrete Drain SANTA FE SANTA 20 820N-183-4 385+00 20 TB-820N-12 785+00 0+00
UNION PACIFIC RAILROAD BEGIN BRIDGE N 16%%d 36' 14" E Walls
20 795+00
Sign Sign Sign
Slab Slab 20 STA. 19+61.32 NB 2.50% Slab BENBROOK 785+00 LP 862+00.00 864+10.00 4.31 864+70.00 866+80.00 2.50% 121MLW-15 3^ 52' 59.55" (LT) 0^ 59' 38.76" 195.39' 390.63' 5,763.58' 397+74.76 6,981,556.74 2,365,470.46 395+79.37 399+69.99
BEGIN BRIDGE Inlet NORTHERN [ TB-820N N 22%%d 02' 20" E Wall
Culvert
ROLL 2 157 0+00 20 | 820GPS 820 2871 B287 287 20
20 121MLW-16 7^ 07' 23.45" (LT) 1^ 29' 12.36" 239.86' 479.11' 3,853.72' 414+60.76 6,983,119.69 2,366,103.16 412+20.89 417+00.00
Paved Parking Parking Paved Paved 20 40+00 Parking Paved P
Paved Parking
CORP 820 BURLINGTON STA. 14+36.32 795+00 PR-820S ARLINGTON
Culvert Paved Parking NB -2.50% MUNICIPAL 863+60.00 867+70.00 4.29 866+90.00 871+00.00 -2.50% 820 RW820R774 AIRPORT 20 STA. 778+63.33 385+00
287 VARIES VARIES N 14%%d 16' 43" E
820 LP
20 820
820N1-820FRN1 385+00
583.1
737
Guard Rails 820 385+00
Gate
Concrete Pop 11,482 Drain SB -2.50% UNION 795+00 820MLS 776+70.00 781+70.00 5.75 787+80.00 792+80.00 -2.50%
Paved BEGIN BRIDGE N 37%%d 13' 26" E 30Parking 121W-HE-14 22^ 16' 04.31" (LT) 6^ 00' 00.00" 187.94' 371.13' 954.93' 29+18.77 6,978,919.88 2,364,142.72 27+30.84 31+01.97 731 UNION 121FRE
377 PACIFIC FOREST HILL N 28%%d 54' 16" E 417.78' LINK 15+00 32 EDGECLIFF 121FRE-7 15+00 N 39%%d 24' 03" E Paved Parking 287 VARIES VARIES | 820GPN N 18%%d 46' 13" E IH 820 FRONTAGE ROADS 35W RAILROAD 795+00 SB -2.50% 796+20.00 799+80.00 3.34 800+00.00 803+60.00 -2.50% BNSF 790+00 STA. 779+07.43 Inlet 805+00 820S-183-12
121E-PR Paved Parking 820FRS1-5 9^ 37' 30.68" (RT) 2^ 00' 00.00" 241.20' 481.26' 2,864.79' 779+89.23 6,978,812.35 2,364,234.30 777+48.03 782+29.29 55 380+00 LP 820FRN1-6 LP
Riprap 820S-183 SB -2.50%
Slab Slab END BRIDGE 5+00 802+10.00 804+90.00 2.03 805+90.00 808+70.00 -2.50% Slab 820FRS1-6 10^ 23' 13.17" (RT) 3^ 00' 00.00" 173.59' 346.23' 1,909.86' 786+85.16 6,979,501.08 2,364,341.80 785+11.57 788+57.80 BEGIN BRIDGE 790+00 820FRNB 800+00
56' Transmission Line S 89%%d 48' 50.63" W 50.63" 48' 89%%d S
45+00 Guard Rails
Guard Fence | 820FRN2 S
Paved Parking Location / Key Map 790+00 Culvert | 820FRN2 820N1-820FRN1-1 820FRN Guard Rail 31
Paved 805+00 Parking
Paved Parking STA. 785+57.11 N 14%%d 16' 43" E 5+00 390+00 800+00 DR ENCINO SB 2.50% 805+80.00 807+90.00 3.32 810+50.00 812+60.00 2.50% STRUCTURE LIMITS AND STA. 779+47.83 Inlet
LP
Concrete Drain
575.1
1165 390+00 S 820FRN-1 6^ 28' 51.08" (RT) 2^ 00' 00.00" 162.19' 324.04' 2,864.79' 795+42.64 6,980,191.70 2,365,201.62 793+80.45 797+04.49
Overhead Sign
RW820R786 183UTUR Paved Parking FOC RW820R785 END BRIDGE
Inlet
Sign Sign Sign FOC BENTS / COLUMNS H-P6 B-2 534.91 800+00 SB 2.50% 822+30.00 824+40.00 4.55 827+00.00 829+10.00 2.50% 1' 10' 12' 4' 4' 12' 10' 1' 15+00 15+00 | 820S-183 820FRN-2 0^ 45' 01.30" (LT) 0^ 45' 00.00" 50.03' 100.05' 7,639.44' 815+16.27 6,982,037.51 2,365,901.28 814+66.24 815+66.29
385+00 Paved
Parking
Slab Slab Slab
A/C Unit
Pipe
Sign Slab
Sign
PP 1-1-7 Paved 795+00 N 24%%d 40' 04" E Parking 820FRN1-7 390+00 S STA. 17+36.83 PROPOSED MAINLANES FOC FOC
121FRE-8 20+00
Slab Slab
Legend: 820FRSB-5 Slab 820FRN-3 2^ 01' 46.81" (RT) 1^ 00' 00.00" 101.49' 202.97' 5,729.58' 819+38.09 6,982,433.88 2,366,045.62 818+36.60 820+39.56 Pool
FH SB 2.50%
VARIES 390+00 826+30.00 828+40.00 3.33 841+50.00 843+60.00 2.50%
Paved Parking Parking Paved Paved SIDEWALK 2' 36' 30' SH SH 820N-183-5 800+00 Parking Paved
Riprap HOV HOV N 22%%d 15' 55" E Wall Transmission Line Tower 820FRN-4 20^ 31' 49.78" (LT) 0^ 58' 16.01" 1,068.52' 2,114.12' 5,900.00' 832+02.83 6,983,606.22 2,366,520.20 821+34.31 842+48.43
Billboard CENTRAL, ROCK ISLAND ANDEND PACIFIC BRIDGE R.R. 795+00 Posts 30' VARIES 36' 2' SB 2.50% 862+10.00 864+20.00 6.00 866+10.00 868+20.00 2.50%
Concrete Drain
Slab Slab PROPOSED MANAGED LANES 3-12' CLR ZONE 2' | 121CLE 820N-183-6 800+00 820GPS-4 Slab S
LP
EXISTING PAVEMENT REMOVAL Sign STA. 381+75.75 RW820R789 SB -2.50% 820FRN1-1 4^ 00' 00.00" (RT) 2^ 00' 00.00" 100.04' 200.00' 2,864.79' 721+02.32 6,972,925.75 2,364,504.98 720+02.28 722+02.28 FRONTAGE RD. CLR ZONE 3-12' 57 Wall 867+40.00 872+50.00 6.00 870+30.00 875+40.00 -2.50% RW820R783-2 Inlet 820MLS-4
Paved PROPOSED FRONTAGE ROADS 56 Parking 820FRN1-2 2^ 34' 46.88" (LT) 2^ 00' 00.00" 64.50' 128.98' 2,864.79' 729+69.84 6,973,790.471 2,364,575.72 729+05.34 730+34.32 820N1-820FRN1-2 RW820R790 805+00
FRONTAGE RD. TL 33
LP
/SURFACE STREET 183CL
Concrete TRAFFIC DIRECTION 0.02 0.02 Drain 810+00 0^ 23' 35.57" (RT) 1' VARIES Guard Rail 820FRN1-3 0^ 15' 37.57" 75.49' 150.98' 22,000.00' 748+12.09 6,975,631.51 2,364,643.11 747+36.60 748+87.58 121CLE-7 820FRN-1 LP
LP TL N 25%%d 08' 53" E N 22%%d805+00 02' 20" E
810+00 Paved Parking 820FRN1-4 2^ 40' 35.40" (LT) 0^ 57' 00.64" 140.87' 281.68' 6,030.00' 768+37.48 6,977,654.99 2,364,731.10 766+96.61 769+78.30 CENTRAL PARK DR.
Wall TL 805+00 34
Sign
LP PROPOSED DIRECT CONNECTOR/PROPOSED RAMP MANAGED LANE TOLL GANTRY TL
T T VARIES 820FRNB-1 800+00 820FRN1-5 15^ 47' 25.12" (RT) 2^ 00' 00.00" 397.28' 789.52' 2,864.79' 778+27.34 6,978,644.89 2,364,727.88 774+30.06 782+19.58 10' 48' 24' 10' 10' 24' 48' 10' Guard Fence N 26%%d 05' 28" E
58 N 22%%d 02' 20" E RW820L800
LP 395+00 Paved Parking
Inlet
800+00 805+00 Sign 820FRN1-6 5^ 31' 50.39" (RT) 5^ 00' 00.00" 55.35' 110.61' 1,145.92' 783+86.85 6,979,188.64 2,364,879.73 783+31.50 784+42.12
820FRNB Riprap 395+00 Wall
SH 4-12' 2-12' SH SH 2-12' 4-12' SH RW820R793 LP
Gate Gate Gate RAMP TOLL GANTRY MH
Concrete Drain
T 820FRN1-7 6^ 51' 20.13" (LT) 5^ 00' 00.00" 68.64' 137.11' 1,145.92' 788+26.99 6,979,599.24 2,365,038.45 787+58.35 788+95.46
Paved Parking Parking Paved Paved
PROPOSED SHOULDERS Parking Paved
Paved Parking Parking Parking Paved Paved Paved
PavedPaved ParkingParking
Approx 805+00
LP
PP * 1-1-6
121E-PR-1 Paved LP
GP LANES GP LANES GP LANES GP LANES Parking
Slab Slab Slab * MH 20+00
LP
Paved 0.02 Parking
Overhead Sign
LP VALENCIA DR VALENCIA
Wall 1' 1' N 25%%d 08' 53" E Slab 820FRNB-1 7^ 45' 36.59" (RT) 2^ 00' 00.00" 194.30' 388.01' 2,864.79' 794+23.99 6,980,223.33 2,365,129.18 792+29.69 796+17.70
Guard Rail
HOV DECLARATION AREA Guard Rail 820FRSB-6
Sign Sign Sign
Sign Sign PROPOSED GORE HOV PGL 183UTUR-2 Sign
LP
Slab
Sign 820FRNB-2 3^ 01' 20.97" (RT) 2^ 00' 00.00" 75.58' 151.13' 2,864.79' 813+70.86 6,982,028.48 2,365,859.93 812+95.28 814+46.40 E TFP
Paved Parking ALIGNMENT NAME LP 810+00 820FRNB-3 4^ 41' 29.98" (LT) 2^ 00' 00.00" 117.36' 234.58' 2,864.79' 816+33.58 6,982,266.50 2,365,971.23 815+16.22 817+50.81
Guard
Rails
Paved
POTENTIAL DISPLACEMENTS 170W35S 60 Parking
Sign Sign Sign
Paved
Parking
LP N 22%%d 02' 20" E END BRIDGE 815+00 1' H-6B-3 810+00 | 183UTUR 810+00 815+00
121MLE-16 Paved Parking
805+00 Slab
Obscured Area Area Obscured Obscured 35 Area Obscured
LP 0.02 0.02 * 820FRSB-7 Paved Parking 820FRS-11 19^ 24' 13.25" (RT) 4^ 00' 00.00" 244.89' 485.09' 1,432.40' 801+79.94 6,981,026.32 2,364,859.57 799+35.05 804+20.14
Sign 805+00
Paved Parking Parking Paved Paved
0.025 0.025 Parking Paved
PREVIOUS CONSTRUCTION BY OTHERS Marker
LP
PROPERTY PARCEL END BRIDGE Transmission Line 810+00
N 20%%d 45' 34" E 400+00
LP 38 820FRS-12 12^ 04' 33.21" (LT) 4^ 00' 00.00" 151.51' 301.90' 1,432.40' 806+96.73 6,981,441.56 2,365,175.02 805+45.22 808+47.11 2 400+00
Guard [ 183CL Rail N 21%%d 25' 58" E 121MLW-14 36 820FRS-13 3^ 12' 55.51" (LT) 2^ 00' 00.00" 80.41' 160.77' 2,864.79' 820+16.94 6,982,637.65 2,365,736.54 819+36.53 820+97.30 STA. 20+89.50 810+00 PROPOSED RETAINING WALL * N 22%%d 02' 20" E BEGIN BRIDGE 820FRS-14 4^ 29' 40.39" (LT) 2^ 00' 00.00" 112.42' 224.73' 2,864.79' 824+72.67 6,983,060.44 2,365,906.78 823+60.25 825+84.97
Approx 820FRS-13
Sign Sign IH820 PGL 59 | 820FRS Sign TFP
NUMBER OF LANES IH820 PGL MH
Billboard Billboard PROPOSED CONTROL-OF-ACCESS 3 Billboard 820FRS-15 16^ 00' 57.19" (LT) 1^ 02' 21.95" 775.47' 1,540.83' 5,512.23' 833+60.45 6,983,907.52 2,366,172.86 825+84.97 841+25.81 MH STA. 827+72.68 FH
TFP
Sign Sign Sign TFP N 22%%d 02' 20" E
Paved
Parking * 0.02 MH 820
568.8
MH 1206
Slab Slab 815+00 Slab 25+00 820FRSB-1 5^ 36' 09.23" (LT) 1^ 46' 42.81" 157.38' 314.52' 3,216.45' 766+80.25 6,977,559.59 2,364,391.52 765+22.87 768+37.38 EXISTING RIGHT-OF-WAY IH 820 AT END PROJECT * 6:1 MAX WITHIN 37 619.9 PROPOSED DRIVEWAYS 61 738 815+00 Billboard
Guard
Rail 815+00 820+00 39 820FRSB-2 14^ 56' 35.36" (RT) 2^ 00' 00.00" 375.71' 747.16' 2,864.79' 778+88.13 6,978,760.93 2,364,263.73 775+12.42 782+59.57
Inlet 810+00 810+00
Slab Slab Slab
Billboard Billboard Billboard CLEAR ZONE 183CL-11 N 22%%d 02' 20" E Obscured Area Paved Parking
563.9
1229
Riprap Riprap 121MLW-15 Riprap MH 820GPS-5
PP 1-7-75
Paved Parking
PROPOSED RIGHT-OF-WAY MH 820FRSB-3 13^ 10' 03.97" (RT) 4^ 00' 00.00" 165.33' 329.19' 1,432.40' 786+50.01 6,979,517.91 2,364,381.88 784+84.68 788+13.88
815+00 Paved Parking
Barricade
405+00 820CL-3
4' SDWLK Sign 3:1 MAX ELSEWHERE Loading Dock 405+00 Gate N 22%%d 02' 20" E Slab (ACCESS RESTRICTED) N 22%%d 02' 20" E BEGIN BRIDGE Gate Sign Slab 820FRSB-4 6^ 51' 56.38" (RT) 3^ 00' 00.00" 114.57' 228.86' 1,909.86' 801+67.42 6,980,925.79 2,364,951.81 800+52.85 802+81.71 END CONSTRUCTION END BRIDGE Sign
Sign
562.8 Obscured Area Area Obscured Obscured | 820GPS Slab 739 Area Obscured Guard Obscured Area 815+00 820FRS-14 Slab Slab STA 769+00 TO NTE WEST | 820FRS Slab Posts 3^ 45' 23.05" (LT) Obscured 820FRSB-5 2^ 00' 00.00" 93.94' 187.82' 2,864.79' 805+39.21 6,981,251.51 2,365,131.65 804+45.27 806+33.09
[ 183CL N 21%%d 55' 58" E Guard Gas Filler Caps Obscured Area NORTH HILLS BLVD HILLS NORTH FH STA. 828+06.63 Gate
Area Posts Guard Posts PROPOSED RIGHT-OF-WAY STA. 828+93.10 Gate Gate S S S Obscured STA. 24+45.00 Guard Rails
PP 1-1-5 820FRSB-6 3^ 42' 55.34" (LT) 2^ 00' 00.00" 92.92' 185.77' 2,864.79' 815+04.71 6,982,125.55 2,365,541.97 814+11.79 815+97.56
Paved Parking Area Paved Parking Paved Parking
Paved Parking Slab Gate Paved Parking
Guard
Rails
Slab Slab
(EXISTING DRIVEWAY ACCESS TO REMAIN) MATCH EXISTING S Slab
Slab Slab Slab Slab Guard Guard Posts Slab Paved Parking 3^ 44' 49.19" (RT) Paved Parking 820FRSB-7 2^ 00' 00.00" 93.71' 187.35' 2,864.79' 818+06.36 6,982,406.40 2,365,652.22 817+12.65 819+00.00
Paved Posts Parking Gate Pool ULTIMATE SCOPE S
END BRIDGE Gate
Slab Slab Slab
Riprap
Paved Parking Obscured Area Satellite Dish 820+00 | 820GPS Obscured Sign Gate Paved Parking Area Gate
Slab PROPOSED NOISE WALL N 25%%d 03' 41" E Riprap STA. 829+23.14 Obscured 820FRN-183-11 6^ 04' 26.77" (RT) 1^ 30' 00.00" 202.66' 404.94' 3,819.72' 785+77.48 6,979,326.01 2,364,911.14 783+74.82 787+79.76
Paved Parking
820+00 Concrete 815+00 Drain Area 48 B 825+00 L B 820+00 820FRN-183-12 6^ 05' 05.63" (LT) 3^ 00' 00.00" 101.51' 202.83' 1,909.86' 789+26.42 6,979,653.50 2,365,032.69 788+24.91 790+27.74 815+00 Sign Obscured L Gate Paved Parking Area Paved Parking Obscured
Paved
Parking Area
Sign Sign Sign
820+00 Obscured Area
410+00
Slab Slab Paved Parking Slab
410+00 Paved Parking
Slab Slab Slab
Concrete Drain 40
PP 1-7-74 Slab SCHEMATIC N 20%%d 00' 33" E
Slab C Riprap BEGIN BRIDGE S Guard S S S 820FRN1- BRANCH Posts
CALLOWAY 820FRS-14 RW820L833 Paved Parking Obscured 10^ 32' 24.45" (RT) 4^ 00' 00.00" 132.12' 263.50' 1,432.39' 16+28.76 6,978,646.27 2,364,715.87 14+96.63 17+60.13 Slab Slab 820+00 Slab Paved
L Parking
Area
Gate S
Obscured Area Area Obscured Obscured 7 Gate Area Obscured
S 84%%d 18' 23" E 23" 18' 84%%d S 820N1-1
Slab Slab | 820GPS Slab Guard
Rail B Obscured
Sign Paved Parking STA. 852+54.13 Area S L Gate TEXAS DEPARTMENT OF TRANSPORTATION 183CL H-6B-4 Slab Slab 820FRN1- TEXAS DEPARTMENT OF TRANSPORTATION 1^ 46' 33.06" (RT) 2^ 00' 25.22" 44.24' 88.48' 2,854.79' 18+04.38 6,978,819.77 2,364,747.57 17+60.13 18+48.62 Riprap Sign END BRIDGE Obscured S Pool 820N1-2 Area S
Paved Parking Paved Parking
Guard
Rails Paved Parking
Wall Gate | 183W820
Paved Parking
Paved Parking
Concrete Drain
830+00 Paved Parking Retaining Wall FORT WORTH DISTRICT Gates Paved Parking FORT WORTH DISTRICT Obscured STA. 28+10.31
Paved 24' 2-LN 825+00 Parking Area 4' 8' 820FRNB-2 1' 36' S MATCH NTE WEST 820N1-
Paved Parking
10' 10' Retaining Wall 1' 820+00 825+00 Riprap 8^ 16' 43.26" (RT) 5^ 00' 00.00" 82.93' 165.57' 1,145.92' 12+02.85 6,979,348.06 2,364,886.87 11+19.92 12+85.49
Paved Parking 45 END BRIDGE
Slab Paved Parking 45 Ramp 820FRN1-1 MARIBEL CHAVEZ, P.E. DISTRICT ENGINEER Riprap 41 42 43 MARIBEL CHAVEZ, P.E. DISTRICT ENGINEER N 22%%d 02' 20" E 825+00 Paved Parking 44 47 183W820-2
Paved Slab SH SH Parking Obscured | 820GPS
14' 1-LN Obscured Area Area
16' 16' SH 3-12' SH Gate END CONSTRUCTION 30+00 820N1- 08-04-2010
08-04-2010 415+00
825+00 Slab STA. 855+66.84 Paved Parking 9^ 36' 13.00" (LT) 5^ 00' 00.00" 96.26' 192.07 1,145.92' 16+39.79 6,979,747.85 2,365,063.89 15+43.52 17+35.60 62 820FRN-2 415+00 RW820L845 Sign Obscured Area 820FRN1-2 Paved Parking Guard Rails | 820FRS 1' 1' GP LANES N 16%%d 04' 23" E 835+00 Slab 35+00 STA. 849+24.91 Sign Billboard
Concrete DATE SUBMITTED Drain Slab DATE SUBMITTED CZ CZ Overhead Sign 825+00 Slab
Guard Rails Paved Parking Paved Parking Posts Obscured Area
Slab
Slab GLENVIEW
Concrete PRELIMINARY DESIGN SCHEMATIC 820FRNB-3 Drain MATCH EXISTING RW820L840-1 PRELIMINARY DESIGN SCHEMATIC Gate Gate 820N-183-1 1^ 18' 33.55" (RT) 0^ 43' 17.79" 90.73' 181.44' 7,940.00' 10+90.73 6,976,667.65 2,364,552.75 10+00.00 11+81.44 Riprap Sign RW820L861 Slab 840+00 Slab N 9%%d 31' 28.08" W 820FRS Slab Sign RW820L855 Obscured Area
845+00 Slab
Slab Slab
N 1%%d 25' 20" E Slab Slab 820N-183-2 4^ 00' 00.00" (RT) 1^ 55' 03.26" 104.34' 208.60' 2,987.93' 12+85.79 6,976,862.42 2,364,563.56 11+81.44 13+90.04 30+00 Slab
10-12-2010 Riprap 830+00 10-12-2010
Water 25+00 830+00 Slab 183GP820S-1 Slab 183W820-1 Obscured Area 820N-183-3 7^ 21' 46.04" (LT) 1^ 54' 08.10" 193.80' 387.06' 3,012.00' 22+54.26 6,977,823.39 2,364,684.55 20+60.47 24+47.52 1.5' 1.5' RW820R816 850+00
DATE REVISED 1' RD CARDINAL 830+00 DATE REVISED
Guard NOT INTENDED FOR 24' 2-LN Rails 820N-183-4 15^ 47' 25.12" (RT) 2^ 00' 25.22" 395.89' 786.76' 2,854.79' 30+81.46 6,978,651.12 2,364,681.86 26+85.57 34+72.33 NOT INTENDED FOR 825+00 Slab IH 820 H-6B-5 830+00 Slab IH 820
Concrete 0.02/ 4' 8' Drain 12' 24' 1' 63 RW820L840-2 Slab CONSTRUCTION OR 1' 8.5' 24' 36' 8.5' 8' 24' 820FRN-3 N 4%%d 24' 12" W 820N-183-5 3^ 07' 35.73" (RT) 3^ 00' 00.00" 52.12' 104.22' 1,909.86' 37+69.92 6,979,319.04 2,364,868.39 37+17.80 38+22.02 CONSTRUCTION OR 830+00 SH SH Wall
Concrete 14' 1-LN Drain 820N-183-6 4^ 27' 05.48" (LT) 3^ 00' 00.00" 74.23' 148.38' 1,909.86' 41+52.57 6,979,681.45 2,364,991.27 40+78.34 42+26.73 870+00 Slab Riprap 835+00 SDWK 2-12' MEDIAN 1-LT 2-12' SDWK 835+00 N 16%%d 37' 33.92" W PERMIT PURPOSES CSJ No. 0008-13-123, 124, 138 183GP820S Slab PERMIT PURPOSES CSJ No. 0008-13-123, 124, 138
Wall Patio Retaining Wall Paved Parking SH 121 FRONTAGE ROADS Slab DATE APPROVED LANE LANES Riprap 835+00 N 1%%d 30' 30" E DATE APPROVED Obscured Area
PP LANES 35+00 1-6-69 865+00 END PAVEMENT OVERLAY 64 Riprap 121FRW-4 28^ 10' 52.74" (LT) 6^ 00' 00.00" 239.70' 469.69' 954.93' 370+87.43 6,979,373.38 2,364,256.09 368+47.74 373+17.43 Guard Rails 835+00 PGL 840+00 N 1%%d 30' 30" E 20+00 840+00 | 183GP820S
845+00 Slab Sign 65 820CL 845+00 850+00 121FRW-5 4^ 03' 22.06" (LT) 1^ 30' 54.26" 133.92' 267.72' 3,781.72' 378+77.60 6,980,115.63 2,364,554.18 377+43.68 380+11.40 Patio 850+00 STA. 874+14.28
570.9 830+00 835+00 1231 N 1%%d 30' 30" E 855+00855+00
Wall 840+00 860+00 Obscured Area 40+00
585.7 N 1%%d 30' 30" E 1228 860+00 H-1A-1
Concrete Drain 865+00 IH 820 RAMPS
PP 820MLN-7 820GPN-7 840+00 1-6-68 845+00 183W820 N 1%%d 30' 30" E MATCH EXISTING SH183
Riprap 10+00 845+00 850+00 N 1%%d 15' 28" W 30+00
590.2 855+00 25+00 1227 820S-TB-12 2^ 43' 19.32" (RT) 1^ 00' 00.00" 136.13' 272.20' 5,729.58' 24+80.45 6,978,526.30 2,364,371.96 23+44.32 26+16.53 Dry 850+00 DIRECT CONNECTORS & Slab N 1%%d 30' 30" E 855+00 860+00 820183E 0.02/' Patio 66 840+00 860+00 ALONG IH 820 FROM NORTHEAST INTERCHANGE TO RANDOL ROAD 820S-TB-13 0^ 53' 54.69" (RT) 2^ 11' 05.26" 20.56' 41.13' 2,622.48' 30+79.44 6,979,121.28 2,364,441.64 30+58.87 31+00.00 ALONG IH 820 FROM NORTHEAST INTERCHANGE TO RANDOL ROAD
0.02/ ' 183-820N 845+00 Obscured Area Slab
15+00 Paved Parking
Goal Obscured Area Slab Slab 850+00 Slab R * COOPER DR. 820FRN-14 Slab R
Goal * Patio N 3%%d 57' 00.92" E 855+00 Wall Posts
860+00 Slab RAMPS ON STRUCTURE 865+00 Slab BEGIN BRIDGE 835+00 Sign 637.36' Slab Slab TB-820N-11 6^ 17' 45.70" (RT) 4^ 04' 51.23" 77.22' 154.28' 1,404.00' 27+25.71 6,978,687.29 2,364,606.99 26+48.50 28+02.78
Pool
Patio | 820GPN Wall * 121MLW-16 Slab TB-820N-12 2^ 00' 37.46 (RT) 2^ 04' 04.26" 48.62' 97.22' 2,770.79' 28+51.40 6,978,812.84 2,364,615.47 28+02.78 29+00.00 * STA. 827+71.71Pool 68 Slab
PREPARED BY A/C 840+00 RW820R860-1 PREPARED BY
Obscured Area Area Obscured Obscured PGL Slab Area Obscured Texas 845+00 820183E-1 Slab Texas N 1%%d 30' 30" E 850+00 Slab PGL BEGIN BRIDGE END PROJECT 183-820S-1 14^ 56' 35.36" (RT) 4^ 00' 00.00" 187.86' 373.58' 1,432.40' 14+84.82 6,978,857.29 2,364,255.49 12+96.96 16+70.54 69 820FRN Slab Department AECOM TECHNICAL SERVICES INC.-3580 GLENN DR. Patio Department AECOM TECHNICAL SERVICES INC.-3580 Slab | 820 MLN | 820FRN 70 RW820R860-2 Obscured Area
567.7
Slab 740 Slab Slab Slab
Paved Parking Sign STA 868+32.00 of Transportation STA. 827+79.14 67 71 Slab 820183E-2 of Transportation DIRECT CONNECTORS PR-820S-12 13^ 21' 24.86" (RT) 4^ 00' 00.00" 167.72' 333.92' 1,432.40' 15+33.80 6,981,008.67 2,364,994.31 13+66.08 17+00.00 UNDER THE SUPERVISION OF Sign Paved Parking Slab Obscured Area UNDER THE SUPERVISION OF Sign Slab END CONSTRUCTION SH10 (HURST) Paved Parking Paved Parking
Goal Patio 183-820-1 72 C 2010 By Texas Department Sign Slab C 2010 By Texas Department Sign Patio MATCH NTE WEST Slab 73 Paved Parking of Transportation S Gate Sign of Transportation Sign Slab
Paved Parking ' Wall '
END BRIDGEGate AND RAMPS S S Sign Sign All Rights Reserved FERNANDO GAYTAN, P.E., 92244 S.H. 121-820 N DIRECT CONNECTOR REDBUD 820S-HE-12 23^ 42' 35.38" (LT) 5^ 18' 18.59" 226.70' 446.92' 1,080.00' 17+79.78 6,979,179.74 2,364,217.42 15+53.08 20+00.00 All Rights Reserved FERNANDO GAYTAN, P.E., 92244 END BRIDGE 74 RW820R844 END CONSTRUCTION Gate | 820FRN Wall Slab Slab
Patio | 820GPN Patio | 820FRN RW820R855
S
STA. 828+98.69 Gate
Pool
Retaining Wall S STA. 828+91.33 S BEGIN BRIDGE Paved Parking END BRIDGE Guard Posts S S S Design S STA. 849+47.18
* 6:1 MAX WITHIN Ramp Pool S 183W820-1 18^ 08' 04.05" (LT) 5^ 43' 46.48" 159.59' 316.51' 1,000.00' 18+98.85 6,987,001.99 2,366,412.55 17+39.27 20+55.77
Wall Sign
ON STRUCTURE Retaining Wall | 820GPNS | 820GPN Paved Parking Sign Slab
Roadway Type Functional Classification BLVD. MATCH EXISTING Speed Sign Patio STA. 852+50.00 S S 183W820-2 7^ 06' 05.84" (RT) 5^ 43' 46.48" 62.05' 123.95' 1,000.00' 25+24.88 6,987,604.40 2,366,232.67 24+62.82 25+86.77
CLEAR ZONE Wall S Paved STA. 855+59.89
Ramp S Slab
S Parking Dry 75 S S Paved Parking IH 820 & SH 121 Urban Freeway Walls
0 100 200 300 A/C 0 100 200 300 60 mph Paved Parking Retaining Wall S Paved Parking 183W820-3 87^ 46' 25.46" (RT) 5^ 12' 31.35" 1,058.07' 1,685.14' 1,100.00' 40+21.00 6,989,080.05 2,365,985.08 29+62.94 46+48.07 3:1 MAX ELSEWHERE 78 S
Direct Connectors Urban Freeway Walls 50 mph S Antenna S Wall 82 Paved Parking Paved Parking HORIZONTAL 76 77 HORIZONTAL S Ramps Urban Freeway Slab Guard Posts S 45+00 50 mph Patio S Slab 820S-183-11 14^ 30' 13.77" (RT) 6^ 00' 00.00" 121.52' 241.73' 954.93' 11+21.51 6,981,058.80 2,364,920.13 10+00.00 12+41.73 Patio Ramp
Paved
Parking Paved Parking Frontage Roads Urban Collector 80 PIPELINE Gate 40 mph 79 Sign Retaining 84Wall 820S-183-12 17^ 21' 43.25" (LT) 2^ 17' 30.59" 381.71' 757.56' 2,500.00' 18+48.35 6,981,621.45 2,365,382.30 14+66.64 22+24.20 Posts 0 10 20 30 Paved Parking 0 10 20 30 S S Slab S S SH 10/SH 183 Urban Arterial 45 mph Paved Parking Obscured Area 83 Retaining Wall Sign Slab
Wall
VERTICAL Trinity Boulevard Urban Arterial 45 mph Slab VERTICAL PLACE Guard
Patio Slab S Posts Paved Parking Slab Paved Parking Sign AECOM Technical Services Inc.- 3580 S Cross Streets Urban Arterial/Urban Collector 35 mph 81 Sign Paved Parking AECOM Technical Services Inc.- 3580
Wall GRAPHIC SCALES IN FEET Slab GRAPHIC SCALES IN FEET
Paved Parking 85 86 87
Slab Retaining Wall Wall Retaining Retaining
Side Streets Local Wall Retaining
30 mph S Gate Paved Parking Paved Parking Paved Parking Sign Ramp Guard Posts L:\work\Trans\112671 NTE\CADD (Segment 3C and 4)\Seg4\Sheets Ultimate\Seg4_Schem_02.dgn 12/6/2010 Slab Gate Gate Slab Ramp S S Retaining Wall S S Slab
S
4 OHE 4 OHE 4 OHE 4 OHE 4 OHE 4 OHE 4 OHE 4 OHE 4 OHE
4 OHE
4 OHE
4 OHE
4 OHE
4 OHE
4 OHE
4 OHE
4 OHE
4 OHE
4 OHE 4 OHE
4 OHE 4 OHE 4 OHE 4 OHE
4 OHE PARK