1
A A A A A A A A A A A A A A A A 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 POB STA 377+90.14 PC STA 380+53.82 PT STA 385+08.31 PC STA 432+44.17 PRC STA 437+22.03 PRC STA 443+88.38 PT STA 444+83.49 PC STA 455+17.38 PT STA 457+33.72 PC STA 459+28.47 PT STA 462+67.17 PC STA 465+63.33 PRC STA 467+66.16 PT STA 469+83.85 PC STA 479+50.06 PT STA 481+64.84 PVI 377+90.14 EL 543.80 PVC 378+19.00 EL 544.01 PVI 379+44.00 EL 544.92 PVT 380+69.00 EL 543.18 PVC 380+75.00 EL 543.10 PVI 386+75.00 EL 534.76 PVT 392+75.00 EL 545.93 PVC 396+25.00 EL 552.44 PVI 399+25.00 EL 558.02 PVT 402+25.00 EL 552.44 PVC 407+05.00 EL 543.52 PVI 409+05.00 EL 539.80 PVT 411+05.00 EL 541.62 PVC 413+27.78 EL 543.64 PVI 416+27.78 EL 546.37 PVT 419+27.78 EL 543.60 PVC 420+20.00 EL 542.74 PVI 424+20.00 EL 539.05 PVRC 428+20.00 EL 551.37 PVI 432+20.00 EL 563.70 PVT 436+20.00 EL 565.92 PVC 463+60.00 EL 581.14 PVI 467+10.00 EL 583.09 PVT 470+60.00 EL 565.89 PVC 471+50.00 EL 561.47 PVI 473+25.00 EL 552.87 PVT 475+00.00 EL 551.77 PVC 480+00.00 EL 548.64 0.73% -1.39% 1.86% -1.86% 0.91% -0.92% 0.56% -4.91% -0.63% LVC = 250.00’ e = -0.66’ K = 118.00 LVC = 1200.00’ e = 4.88’ K = 369.12 LVC = 600.00’ e = -2.79’ K = 161.25 LVC = 400.00’ e = 1.38’ K = 144.44 LVC = 600.00’ e = -1.38’ K = 327.19 LVC = 800.00’ e = 4.01’ K = 199.71 LVC = 800.00’ e = -2.53’ K = 316.71 LVC = 700.00’ e = -4.79’ K = 128.00 LVC = 350.00’ e = 1.88’ K = 81.65 0.74% 100 YR WS ELEV 537.00’ BEGIN BRIDGE ˛ FM 423 STA 415+08.29 END BRIDGE ˛ FM 423 STA 417+18.29 LAKE HIGHLANDS DR. LVC = 500.00’ e = 2.65’ K = 118.00 543.78 543.50 543.37 542.99 542.75 542.22 541.73 540.77 540.08 540.38 540.33 541.01 541.78 542.90 544.74 546.26 548.42 550.33 552.07 553.13 554.18 554.57 554.20 553.51 552.14 550.75 548.73 546.95 545.05 543.05 541.72 540.66 540.52 540.35 540.72 541.65 542.52 542.41 522.11 522.12 542.91 541.99 541.23 539.69 538.47 538.28 539.01 540.65 543.28 545.59 547.31 552.13 556.65 560.05 561.30 561.51 563.01 563.55 563.90 564.00 564.70 565.36 565.87 566.88 567.43 567.90 568.74 569.35 570.03 570.61 571.17 571.81 572.30 573.05 573.81 574.31 574.83 575.47 575.92 576.67 577.40 577.41 577.86 578.12 578.39 578.69 579.19 579.45 579.40 578.69 575.96 573.20 568.96 564.04 559.19 555.26 552.14 549.93 548.75 548.45 549.23 549.56 548.06 548.35 543.87 544.32 543.94 542.76 541.57 540.66 540.01 539.64 539.54 539.70 540.14 540.85 541.83 543.08 544.61 546.39 548.25 550.11 551.97 553.66 554.75 555.21 555.06 554.28 552.89 551.05 549.19 547.33 545.47 543.61 542.06 541.21 541.04 541.57 542.48 543.39 544.22 544.75 544.98 544.91 544.53 543.84 542.93 542.17 541.89 542.12 542.85 544.08 545.81 548.04 550.77 553.74 556.41 558.76 560.80 562.53 563.94 565.03 565.80 566.37 566.92 567.48 568.03 568.59 569.14 569.70 570.25 570.81 571.37 571.92 572.48 573.03 573.59 574.14 574.70 575.25 575.81 576.36 576.92 577.48 578.03 578.59 579.14 579.70 580.25 580.81 581.30 581.15 580.23 578.52 576.02 572.75 568.70 563.92 559.16 555.48 553.01 551.77 551.15 550.52 549.89 549.27 548.64 548.44 B $$$JOBNUM$$$ $$$SYTIME$$$ $$$REFLOG$$$04 ......................... $$$REFLOG$$$07 ......................... $$$REFLOG$$$10 ......................... $$$REFLOG$$$13 ......................... $$$REFLOG$$$16 ......................... $$$REFLOG$$$01 ......................... $$$REFLOG$$$05 ......................... $$$REFLOG$$$08 ......................... $$$REFLOG$$$11 ......................... $$$REFLOG$$$14 ......................... $$$REFLOG$$$17 ......................... $$$REFLOG$$$02 ......................... $$$REFLOG$$$06 ......................... $$$REFLOG$$$09 ......................... $$$REFLOG$$$12 ......................... $$$REFLOG$$$15 ......................... $$$REFLOG$$$18 ......................... $$$REFLOG$$$03 ......................... $$$REFLOG$$$19 ......................... $$$REFLOG$$$20 ......................... $$$REFLOG$$$21 ......................... $PRF$SPEC$ROT$SCAL skinnerrh $PEN$SPECIFICATION $DGN$SPEC$LEV $$$REFLOG$$$22 ......................... $$$REFLOG$$$23 ......................... $$$REFLOG$$$24 ......................... VERT SCALE (IN FEET) HORIZ 0 5 20 10 15 SCALE (IN FEET) 0 100 200 50 NOT A BIDDING DOCUMENT TEXAS COUNTY MAP DENTON COUNTY F.M. 423 DESIGN SCHEMATIC TEXAS DEPARTMENT OF TRANSPORTATION DALLAS DISTRICT TEXAS REGISTRATION NUMBER DATE DESIGN SPEED 45 M.P.H. STONY SANGER HEBRON LEWISVILLE ROANOKE JUSTIN PONDER 1192 1190 DENTON 51 2450 77 387 455 1385 455 455 455 2164 2164 2450 77 77 156 156 156 2153 3163 428 428 77 426 380 377 380 380 380 423 2931 424 288 1173 1173 2622 2449 2449 1515 1384 2181 377 377 407 407 407 1830 114 114 1171 1171 121 121 544 2281 3040 2499 KRUM CROSSROADS BOLIVAR ARGYLE DROP TROPHY CLUB 407 LINCOLN PARK THE COLONY FLOWER MOUND 35E 77 2499 BARTONVILLE 170 114 35 PILOT POINT 77 T A R R A N T C O U N T Y D A L L A S C O U N T Y C O L L I N C O U N T Y C O O K E C O U N T Y W I S E C O U N T Y COPPER CANYON HIGHLAND VILLAGE HICKORY CREEK CORINTH SHADY SHORES LAKE DALLAS OAK POINT NORTHLAKE CORRAL CITY DOUBLE OAK 3504 3442 G R A Y S O N C O U N T Y B35 X D E N T O N C O U N T Y 35 377 35W 35E 35W WILLIAM L. HALE, P.E. DISTRICT ENGINEER FUNCTIONAL CLASSIFICATION: URBAN MAJOR COLLECTOR CURRENT ADT: 2007: 49,600 SOURCE: TxDOT TRANSPORTATION PLANNING AND PROGRAMMING PROJECTED ADT: 2027: 77,600 SOURCE: TxDOT TRANSPORTATION PLANNING AND PROGRAMMING 01/04/08 CSJ: 1567-02-020 - FM 423 FROM STEWARTS CREEK ROAD TO S.H. 121 PROJECT LENGTH: 3.77 MILES THIS DESIGN SCHEMATIC IS FURNISHED FOR INFORMATION ONLY. IT IS INTENDED TO BE USED FOR PRELIMINARY PLANNING PURPOSES ASSOCIATED WITH THE NEPA ENVIRONMENTAL PROCESS. ALL PLAN INFORMATION OR OTHER DATA SHOWN HERE IS PRELIMINARY AND SUBJECT TO CHANGE AND NOT BE CONSTRUED AS FINAL. YOULEONG CHONG 89144 C 2008 by Texas Department of Transportation; all rights reserved. BEGIN PROJECT STA 377+90.14 CSJ: 1567-02-020 FM 423 AT STEWARTS CREEK ROAD END PROJECT STA 576+50.67 CSJ: 1567-02-020 FM 423 AT SH 121 VERT SCALE (IN FEET) HORIZ 0 5 20 10 15 SCALE (IN FEET) 0 100 200 50 NOT A BIDDING DOCUMENT TEXAS COUNTY MAP DENTON COUNTY F.M. 423 DESIGN SCHEMATIC TEXAS DEPARTMENT OF TRANSPORTATION DALLAS DISTRICT TEXAS REGISTRATION NUMBER DATE DESIGN SPEED 45 M.P.H. STONY SANGER HEBRON LEWISVILLE ROANOKE JUSTIN PONDER 1192 1190 DENTON 51 2450 77 387 455 1385 455 455 455 2164 2164 2450 77 77 156 156 156 2153 3163 428 428 77 426 380 377 380 380 380 423 2931 424 288 1173 1173 2622 2449 2449 1515 1384 2181 377 377 407 407 407 1830 114 114 1171 1171 121 121 544 2281 3040 2499 KRUM CROSSROADS BOLIVAR ARGYLE DROP TROPHY CLUB 407 LINCOLN PARK THE COLONY FLOWER MOUND 35E 77 2499 BARTONVILLE 170 114 35 PILOT POINT 77 T A R R A N T C O U N T Y D A L L A S C O U N T Y C O L L I N C O U N T Y C O O K E C O U N T Y W I S E C O U N T Y COPPER CANYON HIGHLAND VILLAGE HICKORY CREEK CORINTH SHADY SHORES LAKE DALLAS OAK POINT NORTHLAKE CORRAL CITY DOUBLE OAK 3504 3442 G R A Y S O N C O U N T Y B35 X D E N T O N C O U N T Y 35 377 35W 35E 35W WILLIAM L. HALE, P.E. DISTRICT ENGINEER FUNCTIONAL CLASSIFICATION: URBAN MAJOR COLLECTOR CURRENT ADT: 2007: 49,600 SOURCE: TxDOT TRANSPORTATION PLANNING AND PROGRAMMING PROJECTED ADT: 2027: 77,600 SOURCE: TxDOT TRANSPORTATION PLANNING AND PROGRAMMING 01/04/08 CSJ: 1567-02-020 - FM 423 FROM STEWARTS CREEK ROAD TO S.H. 121 PROJECT LENGTH: 3.77 MILES THIS DESIGN SCHEMATIC IS FURNISHED FOR INFORMATION ONLY. IT IS INTENDED TO BE USED FOR PRELIMINARY PLANNING PURPOSES ASSOCIATED WITH THE NEPA ENVIRONMENTAL PROCESS. ALL PLAN INFORMATION OR OTHER DATA SHOWN HERE IS PRELIMINARY AND SUBJECT TO CHANGE AND NOT BE CONSTRUED AS FINAL. YOULEONG CHONG 89144 C 2008 by Texas Department of Transportation; all rights reserved. BEGIN PROJECT STA 377+90.14 CSJ: 1567-02-020 FM 423 AT STEWARTS CREEK ROAD END PROJECT STA 576+50.67 CSJ: 1567-02-020 FM 423 AT SH 121 PROPOSED F.M.423 PROPOSED F.M.423 PROPOSED F.M.423 EXISTING GROUND 4:1 DES 3:1 MAX 4:1 DES 3:1 MAX 4:1 DES 3:1 MAX 4:1 DES 3:1 MAX EXISTING GROUND 49’ 56’ 69’ 34’ 100’ 85’ 310’ EXISTING F.M.423 EXISTING F.M.423 EXISTING F.M.423 EXISTING F.M.423 14’ MEDIAN EXISTING GROUND EXISTING GROUND EXISTING GROUND 3’ 3’ 3’ 3’ EXISTING PROPOSED & EXISTING R.O.W. PROPOSED & EXISTING R.O.W. 12’ 12’ 12’ 2’ 12’ 12’ 12’ 2’ PROPOSED R.O.W. PROPOSED R.O.W. 32’ 1’ 1’ 24’ 11’ 11’ 11’ 2’ 11’ 11’ 11’ 2’ 11’ 11’ PROPOSED R.O.W. PROPOSED R.O.W. 1’ 1’ 12’ 12’ 12’ 2’ 1’ 12’ 12’ 12’ 2’ 1’ 1’ 1’ 1’ 12’ 5’ HIKE/BIKE PROPOSED 1’ 1’ 1’ 12’ 12’ 12’ 12’ 12’ 12’ 12’ 12’ 32’ 12’ 12’ 10’ 12’ 12’ 32’ 12’ 12’ 10’ VARIES 80’ TO 155’ VARIES 80’ TO 155’ EXISTING R.O.W. EXISTING R.O.W. EXISTING R.O.W. EXISTING R.O.W. EXISTING R.O.W. EXISTING R.O.W. EXISTING R.O.W. EXISTING R.O.W. C FM 423 L C FM 423 L C FM 423 L C FM 423 L C FM 423 L PROPOSED C FM 423 L C FM 423 L PROPOSED C FM 423 L 2.00% 2.00% T501 RAIL TY C BEAMS 2.00% 2.00% C501 RAIL PR1 RAIL EX. TY C BEAMS T501 RAIL 2.00% 2.00% PROPOSED GRADE LINE PROPOSED GRADE LINE EXISTING GROUND 3:1 USUAL 3:1 USUAL 3:1 MAX 3:1 MAX 3:1 MAX 3:1 MAX 6:1 MAX 6:1 MAX 4’ M E D I A N 15’ USUAL 10’ MIN 15’ USUAL 10’ MIN 15’ USUAL 10’ MIN 15’ USUAL 10’ MIN 140’ USUAL 148’ USUAL 110’ USUAL MINIMUM 118’ USUAL MINIMUM 2.00% 2.00% 2.00% 2.00% 6 LANE URBAN SECTION FROM STA 377+90.47 TO STA 415+08.30 FROM STA 417+48.30 TO STA 546+42.41 PROPOSED GRADE LINE 6 LANE URBAN SECTION FROM STA 415+08.30 TO STA 417+48.30 2.00% 2.00% 8 LANE URBAN SECTION FROM STA 546+42.41 TO STA 576+50.71 PROPOSED F.M.423 4:1 DES 3:1 MAX 4:1 DES 3:1 MAX EXISTING GROUND 3’ 3’ 22’ 12’ 12’ 2’ 10’ 12’ 12’ 2’ 12’ 12’ PROPOSED R.O.W. PROPOSED R.O.W. 1’ 1’ PROPOSED C FM 423 L 2.00% 2.00% PROPOSED GRADE LINE 15’ USUAL 10’ MIN 15’ USUAL 152’ USUAL 122’ USUAL MINIMUM 2.00% 2.00% PROPOSED F.M.423 4:1 DES 3:1 MAX 4:1 DES 3:1 MAX EXISTING GROUND 3’ 3’ 20’ 12’ 2’ 10’ 10’ 12’ 2’ 12’ 12’ PROPOSED R.O.W. PROPOSED R.O.W. 1’ 1’ PROPOSED C FM 423 L 2.00% 2.00% PROPOSED GRADE LINE 15’ USUAL 10’ MIN 15’ USUAL 10’ MIN 160’ USUAL 130’ USUAL MINIMUM 2.00% 2.00% 12’ 12’ 12’ 8’ 2’ 8’ 2’ 5’ 5’ VARIES FROM 90’ TO 202’ 2.00% 2.00% 2.00% 2.00% VARIES 45’ TO 155’ VARIES 45’ TO 155’ 6’ 6’ 12’ TO 13.5’ 12’ TO 13.5’ 4’ 4’ VARIES FROM 110’ TO 215’ 10’ SIDEWALK 2.00% 12’ 2.00% 4 LANE SECTION STA 377+90.47 TO STA 425+25.00 4 LANE URBAN SECTION STA 458+00.00 TO STA 480+15.50 AND STA 510+47.00 TO STA 576+50.71 4 LANE SECTION STA 425+25.00 TO STA 458+00.00 4 LANE URBAN SECTION STA 480+15.50 TO STA 510+47.00 VARIES 5’ TO 10’ SIDEWALK VARIES 5’ TO 10’ SIDEWALK TYPE II CURB (TYP) VARIES 5’ TO 10’ SIDEWALK 5’ SIDEWALK 6 LANE URBAN SECTION AT INTERSECTION WITH SINGLE LEFT TURN LANE STA 399+53.73 AND STA 546+42.37 TYPE II CURB (TYP) 5’SIDEWALK VARIES 5’ TO 10’ SIDEWALK VARIES 5’ TO 10’ SIDEWALK TYPE II CURB (TYP) 6 LANE URBAN SECTION AT INTERSECTION WITH DUAL LEFT TURN LANES STA 439+86.45, STA 464+35.80, AND STA 522+06.98 TYPE II CURB (TYP) 1 NO SIDEWALK STA 377+90.47 TO STA 415+08.30 STA 417+48.30 TO STA 459+88.37 1 10+00 15+00 16+16 POB STA 10+00.00 POE STA 16+15.81 10+00 15+00 16+00 POB STA 10+00.00 POE STA 16+00.00 10+00 15+00 POB STA 10+00.00 PC STA 11+26.50 PT STA 11+85.10 PC STA 12+72.48 PT STA 13+17.78 PC STA 14+85.76 PT STA 15+86.50 POE STA 17+19.27 ROLL 1 OF 2 ROLL 1 OF 2 APPROVED BY: DATE: FM 423 FM 423 31400 4600 27600 MATCH LINE STA 481+00 MATCH LINE STA 481+00 0 GRAPHIC SCALE IN FEET 100 200 300 EASTVALE PARK NERVIN ST. STEWARTS CREEK RD. LAKE LEWISVILLE OVERLAKE DR. CARR ST. JENKINS CIR. LARNER ST. WITT DR. CRAWFORD DR. JENNINGS DR. NASH DR. ARCHER DR. PI=382+81.54 N=7094784.5669 E=2461131.0894 DELTA= 9^05’23.39" LT. DC= 2^00’00.00" TANGENT=227.72’ LENGTH=454.49’ RADIUS=2864.79’ PI=434+88.21 N=7089579.0864 E=2461280.4275 DELTA= 28^40’17.93" RT. DC= 6^00’00.00" TANGENT=244.04’ LENGTH=477.86’ RADIUS=954.93’ FM 423 LONE STAR RANCH PKWY STEWART CREEK PROPOSED ROW ’ 310 ’ R 15 ’ 39 ’ 255 S07%%d26’47.56"W S01%%d38’35.83"E N89%%d21’10.25"E S09%%d16’49.12"E S00%%d52’51.33"W N88%%d41’14.67"E S00%%d00’36.27"E 01 02 03 04 05 06 07 08 09 10 11 14 15 16 18 17 19 20 21 22 24 23 26 25 28 27 29 30 31 33 32 34 35 36 38 37 39 40 41 42 42 45 LONE STAR RANCH PKWY. E. LAKE HIGHLANDS DR. LAKE PARK DR. W. LAKE HIGHLANDS DR. CHAPMAN ST. N. COLONY BLVD. CURRY DR. FREEMAN DR. ROBERTS DR. MAYES DR. CHOWNING CIR. ELM ST. OAK CIR. ’ 110 ’ 130 ’ 122 ’ 275 ’ 195 + + PI=440+64.38 N=7089056.7338 E=2461013.9498 DELTA= 32^24’38.35" LT. DC= 4^51’50.04" TANGENT=342.35’ LENGTH=666.35’ RADIUS=1177.98’ PI=444+35.96 N=7088668.5168 E=2461050.5260 DELTA= 4^45’19.91" RT. DC= 5^00’00.00" TANGENT=47.58’ LENGTH=95.11’ RADIUS=1145.92’ PI=460+98.27 N=7087012.0054 E=2461139.8068 DELTA= 10^09’40.46" RT. DC= 3^00’00.00" TANGENT=169.80’ LENGTH=338.71’ RADIUS=1909.86’ 12 13 S00%%d37’36.34"E PROP. SIGNALIZED INTERSECTION 49400 2600 12600 1800 8200 LEGEND 1000 - 2007 - 2027 1000 LEGEND 1000 - 2007 - 2027 1000 6200 12600 7200 4000 8000 11600 18000 4600 7200 43200 CULVERT 1 ˛ FM 423 STA 387+99.32 REMOVE EXIST.3-42" RCP PROP.2-5’X4’X205’ MBC =522.75’ 450’ STORAGE 200’ TAPER 200’ TAPER 200’ STORAGE BEGIN TRANSITION ˛ FM 423 STA 394+63.08 55.00’ RT END TRANSITION ˛ FM 423 STA 396+63.08 67.00’ RT 200’ TAPER 250’ STORAGE 100’ TAPER 200’ STORAGE ’ R 15 ’ R 30 ’ R 30 200’ TAPER 305’ STORAGE R 40’ BEGIN TRANSITION ˛ FM 423 STA 434+67.00 55.00’ RT END TRANSITION ˛ FM 423 STA 436+67.37 67.00’ RT 190’ STORAGE 150’ TAPER R 40’ END TRANSITION ˛ FM 423 STA 443+68.94 55.00’ LT R 30’ R 30’ 150’ TAPER 300’ STORAGE 200’ TAPER PROPOSED ROW 400’ STORAGE T9 T9 BEGIN TRANSITION ˛ FM 423 STA 457+35.69 63.00’ RT END TRANSITION ˛ FM 423 STA 459+35.14 75.00’ RT ’ R 40 ’ R 40 315’ STORAGE 100’ TAPER PI=468+75.48 N=7086238.6540 E=2461083.4025 DELTA=13^03’40.58" LT. DC=6^00’00.00" TANGENT=109.32’ LENGTH=217.69’ RADIUS=954.93’ END TRANSITION ˛ FM 423 STA 469+27.01 55.00’ LT BEGIN TRANSITION ˛ FM 423 STA 468+26.96 67.00’ LT ’ R 30 ’ R 30 300’ STORAGE 150’ TAPER P Q M N O SIGNALIZED INTERSECTION O P Q R 100’ TAPER 200’ STORAGE T1 T2 T1 T2 (TO BE DONE BY OTHERS) T3 T4 T3 T4 A B C D A B C D JOE’S COUNTRY STORE, INC. C.C.#: 96-016857 D.R.D.C.T. E F E F TO BE REMOVED 200’ STORAGE 100’ TAPER T5 T6 T5 T6 200’ TAPER 305’ STORAGE BEGIN TRANSITION ˛ FM 423 STA 442+18.94 67.00’ LT T7 T8 T7 T8 200’ TAPER 305’ STORAGE I J I J 200’ STORAGE 100’ TAPER SOUTHWESTERN BELL TELEPHONE CO. CAB.?, SLIDE??? P.R.D.C.T. K L K L 100’ TAPER 200’ STORAGE THE COLONY MUNICIPAL UTILITY DISTRICT NO.1 VOL.934,PG.336 D.R.D.C.T. T10 T10 CITY OF THE COLONY, TEXAS C.C.#: 98-0030722 D.R.D.C.T. T11 T12 T11 T12 LAKERIDGE, LTD. C.C.#: 90-059524 D.R.D.C.T. T U T U ’ R 25 THE COUNTY OF DENTON VOL.1628,PG.127 D.R.D.C.T. ˛ FM 423 STA 454+36.04= ˛ LARNER ST STA 14+03.75 PI=456+25.76 N=7087478.7348 E=2461063.5416 DELTA=8^39’12.79"LT. DC=4^00’00.00" TANGENT=108.38’ LENGTH=216.34’ RADIUS=1432.39’ PI=10+51.48 N=7087602.6862 E=2460716.7111 DELTA=37^53’01.00"LT. DC=38^11’49.87" TANGENT=51.48’ LENGTH=99.18’ RADIUS=150.00’ PI=11+87.02 N=7087665.9599 E=2460840.8299 DELTA=26^21’57.04"RT. DC=15^16’43.95" TANGENT=87.84’ LENGTH=172.56’ RADIUS=375.00’ N. COLONY BLVD G H PROPOSED SOUND WALL 1 H G BEGIN SOUND WALL 1 ˛ FM 423 STA 441+59.77 68.00’ RT END SOUND WALL 1 ˛ FM 423 STA 442+80.15 68.00’ RT BEGIN SOUND WALL 4 ˛ FM 423 STA 469+11.79 71.68’ LT END SOUND WALL 4 ˛ FM 423 STA 478+94.20 69.00’ LT S END SOUND WALL 5 ˛ FM 423 STA 475+60.00 67.00’ RT S 600 590 580 570 560 550 540 530 520 510 600 590 580 570 560 550 540 530 520 510 BEGIN PROJECT ˛ F.M. 423 STA 377+90.14 CSJ - 1567-02-020 LONE STAR RANCH PKWY./ EASTVALE PARK PROPOSED PROFILE EXISTING GROUND LAKE HIGHLANDS DR. PROPOSED PROFILE EXISTING GROUND NORTH COLONY BLVD. PROPOSED FM 423 ˛ PROPOSED SLOPE EASEMENT BEGIN PROJECT ˛ F.M. 423 STA 377+90.14 CSJ - 1567-02-020 PROPOSED SLOPE EASEMENT PROPOSED ROW EXISTING ROW EXISTING ROW PROPOSED ROW ˛ FM 423 STA 439+86.45= ˛ LAKE HIGHLANDS DR. STA 13+25.11 EXISTING ROW EXISTING ROW EXISTING ROW PROPOSED RETAINING WALL ’A1’ PROPOSED 12’ HIKE AND BIKE TRAIL PROPOSED 10’ HIKE AND BIKE TRAIL A1 B1 B1 A1 BEGIN RETAINING WALL ’A1’ ˛ EASTVALE PARK STA 13+00.00 40.27’ LT END RETAINING WALL ’A1’ ˛ EASTVALE PARK STA 12+40.00 35.80’ LT PROPOSED 10’ HIKE AND BIKE TRAIL PROPOSED 10’ HIKE AND BIKE TRAIL EXISTING ROW EXISTING ROW PROPOSED 10’ HIKE AND BIKE TRAIL PROPOSED 10’ HIKE AND BIKE TRAIL PROPOSED 10’ HIKE AND BIKE TRAIL PI=466+65.13 N=7086444.3203 E=2461131.0779 DELTA= 12^10’12.97" RT. DC= 6^00’00.00" TANGENT=101.80’ LENGTH=202.84’ RADIUS=954.93’ PROPOSED 10’ HIKE AND BIKE TRAIL PROPOSED 10’ HIKE AND BIKE TRAIL PROPOSED 10’ HIKE AND BIKE TRAIL PROPOSED 5’ SIDEWALK CULVERT 3 ˛ FM 423 STA 479+93.97 REMOVE EXIST.3-48" RCP PROP. 3-5’X3’X165’ MBC =541.24’ PROPOSED DRAINAGE EASEMENT, PROPOSED ROW PROPOSED 5’ SIDEWALK PROPOSED SOUND WALL 5 PROPOSED SOUND WALL 2 BEGIN SOUND WALL 2 ˛ FM 423 STA 443+13.63 68.00’ RT END SOUND WALL 2 ˛ FM 423 STA 454+12.11 68.00’ RT PROPOSED SOUND WALL 3 BEGIN SOUND WALL 3 ˛ FM 423 STA 454+58.69 69.00’ RT END SOUND WALL 3 ˛ FM 423 STA 457+16.47 78.02’ RT PROPOSED 10’ HIKE AND BIKE TRAIL ˛ FM 423 STA 464+35.80= ˛ N. COLONY BLVD STA 13+12.02 PROPOSED SOUND WALL 4 PROPOSED 5’ SIDEWALK BEGIN RETAINING WALL ’C’ ˛ FM 423 STA 462+70.00 90.00’ RT END RETAINING WALL ’C’ ˛ FM 423 STA 463+35.00 90.00’ RT PROPOSED RETAINING WALL ’E’ PROPOSED RETAINING WALL ’D’ N M BEGIN RETAINING WALL ’D’ ˛ N.COLONY BLVD STA 11+33.15 64.25’ RT END RETAINING WALL ’D’ ˛ N.COLONY BLVD STA 10+57.00 63.85’ RT BEGIN SOUND WALL 5 ˛ FM 423 STA 469+15.58 73.00’ RT PROPOSED RETAINING WALL ’F’ R W W END RETAINING WALL ’F’ ˛ FM 423 STA 472+60.00 69.00’ LT BEGIN RETAINING WALL ’F’ ˛ FM 423 STA 471+50.04 69.00’ LT Y X X Y END RETAINING WALL ’G’ ˛ FM 423 STA 476+60.00 64.00’ RT BEGIN RETAINING WALL ’G’ ˛ FM 423 STA 476+20.00 64.00’ RT PROPOSED RETAINING WALL ’G’ PROPOSED RETAINING WALL ’A’ PROPOSED RETAINING WALL ’B’ 43 Parcel # 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Trinity Presbyterian Church of The Colony 47 Colony PPC, L.P. 48 49 50 51 Taco Bell of America, Inc. 52 53 Leisy Brewing Company 54 McDonalds Corp. 55 Homer J. Rader 56 Hunsicker-Bullough, Inc. 57 The Colony Joint Venture 58 Bai Enterprises, Inc. 59 60 KFC U.S. Properties, Inc. 61 H.K. Jin, Inc. 62 TCBY of Texas, Inc. 63 Yeong Ju So 64 65 Colony Trail, TX., LLC 66 North Street Development, Inc. 67 68 Friendship Baptist Church of The Colony 69 70 Retail at The Colony, LTD 71 72 Diana Herndon & Elizabeth Bump 73 William W. Manning 74 YKSM Properties, L.P. 75 Steven Chungpong Soh 76 The City of The Colony 77 Industrial Properties Corp. 78 79 80 81 82 Chick-Fil-A, Inc. 83 RG Kolony 121, LTD. 84 85 86 JHN Holding, Inc. 13 Impacted Owner * * * * * * * * * * * * * * * * * * * * * * * * * * * * Metrocrest Hospital Authority 46 United States of America USA Tract NO. G-622 USA Corp of Engineers James & Vonda Bullington Danny Finlan Chi N. Nguyen Byron and Paula Powers Jr Baker Irrevocable Trust Arthur & Jean Gibson Erika Downing Iglesia De Dios Ebenezer Church Lucio & Martha Cisneros Lois Berg Sue Ann Purdy Theodore Louis Booher Ginamaria Aragon Alex Mathews Mark Alan Depriest Richardo A. Cervantes Odis E. Fuller Andrew Harmon Irene Herrell Michael T. Cuthbertson James A. Conley The Colony Joint Venture The Colony Chamber of Commerce, Inc. City of the Colony Ron Renee CNL Retail Investors, LTD Lakeridge, LTD Jean Ayers Betty Marzett The County of Denton Morgan Acceptance Co. George Spiliotis Kirk R. Knudsen Straiton- Housewright Investments Metro LTD Fox & Jacobs * DISPLACED OWNER 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 CULVERT 1 ˛ FM 423 STA 387+99.32 REMOVE EXIST.3-42" RCP PROP.2-5’X4’X205’ MBC =522.75’ ˛ FM 423 STA 399+53.73= ˛ LONE STAR RANCH PKWY STA 14+35.24 S89^24’17.85"E N89^35’15.71"E BEGIN TRANSITION ˛ FM 423 STA 407+55.69 67.00’ LT BEGIN RETAINING WALL ’A’ ˛ FM 423 STA 409+82.24 56.00’ LT BEGIN RETAINING WALL ’B’ ˛ FM 423 STA 417+14.44 56.00’ LT END TRANSITION ˛ FM 423 STA 409+55.69 55.00’ LT END RETAINING WALL ’A’ ˛ FM 423 STA 415+42.23 56.00’ LT END RETAINING WALL ’B’ ˛ FM 423 STA 426+60.00 56.00’ LT BEGIN BRIDGE ˛ F.M. 423 STA 415+08.29 END BRIDGE ˛ F.M. 423 STA 417+48.29 ’ R 30 ’ 39 ’ 39 ’ R 40 ’ R 40 ’ R 40 ’ R 40 ’ 122 ’ 110 ’ 110 ’ R 30 ’ R 40 ’ R 40 ’ 147 ’ R 30 ’ 39 ’ 135 ’ 110 ’ R 40 ’ R 40 ’ 130 ’ 39 ’ 39 ’ 110 ’ R 25 ’ R 30 BEGIN RETAINING WALL ’E’ ˛ FM 423 STA 467+30.00 72.00’ RT END RETAINING WALL ’E’ ˛ FM 423 STA 469+67.15 72.00’ RT CULVERT 2 ˛ FM 423 STA 476+90.44 REMOVE EXIST.3-36" RCP PROP 3-5’X3’x398’ MBC =542.22’ CULVERT 2 ˛ FM 423 STA 476+90.44 REMOVE EXIST.3-36" RCP PROP 3-5’X3’x398’ MBC =542.22’ CULVERT 3 ˛ FM 423 STA 479+93.97 REMOVE EXIST.3-48" RCP PROP. 3-5’X3’X165’ MBC =541.24’ * * * T. K. Irwin Marigie Kalita Brandon S. & Dana McMillin Coleen Y. Nordhoff Tomas Bahena Autozone, Inc. Retail Buildings, Inc. Cypress/FC The Colony I, L.P Mary Candice Mays Michael Curtis Parker Dallas Convenience Stores, Inc. Joel Ramirez Guaranty National Bank Mountainprize, Inc. Heidner-Suspenzi Properties IV, LLC Shreji Properties, LTD. Encore Realty Company, L.C. Eddie & Patricia Moreno TSCA-223 Limited Partnership Wachovia Bank, National Association KMS Retail Colony, LP. ’ 110 PROPOSED RETAINING WALL ’C’ 700’ STORAGE 200’ TAPER PROPOSED EXISTING JANUARY 2008 JANUARY 2008
