2
6 80 680 680 680 680 680 690 690 69 0 690 690 690 690 690 690 690 700 700 700 700 700 70 0 700 700 700 700 700 700 700 700 700 710 710 710 710 710 710 710 710 710 710 710 710 710 710 710 710 710 710 710 710 710 710 72 0 7 2 0 720 7 20 730 730 730 740 740 750 760 WV WV T T T T T T T T T T T T T T T CR 102 CR 106 BUS 289C B . N . S . F . R A I L R OAD O B S C U R E D A R E A UND E R C ON S T R U C T I ON UN D E R C O N S T R U C T I ON UND E R C ON S T R U C T I ON GROUND OBSCURED 2-6'x3' MBC 2-42" RCP 2-7'x4' MBC O B S C U R E D A R E A O B S C U R E D A R E A 4-8'x4' MBC P R O P R . O . W . P R O P R . O . W . P R O P R . O . W . E X I S T R . O . W . P R O P R . O . W . P R O P R . O . W . P R O P R . O . W . E X I S T R . O . W . P R O P R . O . W . E X I S T R . O . W . 55 ' 200 ' 70' 70' 72' 300 ' 74 ' 52 ' 27 ' 5 4 ' 5 8 ' P R O P R . O . W . 350 ' 102 ' 2 4 9 ' 300 ' 218 ' 247 ' 200 ' 111 ' 1 0 5 ' 52 ' 2 03 ' 52 ' E X I S T R . O . W . 187 ' E X I S T R . O . W . E X I S T R . O . W . 131' 149' R . O . W . P R O P F F F F F F ( + ) 0 . 74 % (-) 0 . 50 % ( + ) 0 . 73 % ( + ) 0 . 73 % ( + ) 0 . 83 % ( + ) 0 . 83 % ( + ) 0 . 60 % ( + ) 0 . 60 % ( + ) 0 . 50 % (-) 1 . 35 % ( + ) 1 . 25 % ( + ) 1 . 25 % (-) 0 . 5 0 % (-) 0 . 5 0 % ( + ) 2 . 1 6 % ( + ) 2 . 16 % ( + ) 2 . 83 % EL 693.36 STA 65+25.00 EL 696.50 STA 78+25.00 EL 696.67 STA 79+75.00 EL 712.67 STA 104+50.00 EL 711.82 STA 106+50.00 EL 708.96 STA 108+62.50 EL 708.82 STA 111+37.50 EL 712.41 STA 114+25.00 EL 712.98 STA 115+75.00 EL 710.54 STA 120+62.50 EL 712.82 STA 123+37.50 L = 150.00 K = 122 ex = 0.23' EL 696.13 VPI STA 79+00.00 EL 699.75 VPI STA 84+00.00 EL 703.50 VPI STA 88+50.00 EL 710.40 VPI STA 100+00.00 L = 275.00 K = 106 ex = 0.89' EL 707.10 VPI STA 110+00.00 L = 150.00 K = 86 ex = -0.33' EL 713.35 VPI STA 115+00.00 L = 275.00 K = 103 ex = 0.92' EL 709.85 VPI STA 122+00.00 EL 718.50 VPI STA 126+00.00 EL 698.57 STA 72+25.00 EL 698.75 STA 73+75.00 STA 89+10.21 EL 703.86 [ CR 106 [ STA 115+55.41 CR 102 EL 713.05 25 HW = 693.66 25 HW = 700.75 FL 687.6 2-6'x6' MBC PROPOSED HW = 702.86 25 HW = 707.64 25 FL 699.7 2-7'x4' MBC EXTEND EXISTING FL 702.0 4-8'x4' MBC EXTEND EXISTING HW = 694.60 100 100 HW = 700.93 100 HW = 703.22 HW = 710.07 100 FL 693.47 2-6'x3' MBC EXISTING FL 698.13 2-42" RCP EXISTING (-) 0 . 50 % L = 150.00 K = 121 ex = -0.23' EL 699.13 VPI STA 73+00.00 ( + ) 0 . 50 % (- ) 1 . 35 % L = 200.00 K = 108 ex = -0.46' EL 713.17 VPI STA 105+50.00 CULVERT D CULVERT E CULVERT F CULVERT G FL 697.7 6'X3' SBC PROPOSED (MARK ALEXANDER CT) PRIVATE DRIVE (KATHIE CT) PRIVATE DRIVE EXISTING ROADWAY TYPICAL SECTION 2 . 0 % 4 . 0 % 3 : 1 M AX 10 : 1 U S UA L 2 . 0 % 4 . 0 % 3 : 1 M AX 6 : 1 U S UA L 12' LANE 12' LANE 10' SHLDR EXIST R.O.W. EXIST R.O.W. 3 : 1 U S UA L 42' MEDIAN 12' LANE 14' LANE 1' OFFSET PROP R.O.W. 2 % M A X EXIST R.O.W. EXIST R.O.W. 1' 22' 22' 3 : 1 M AX 4 : 1 U S UA L 3 : 1 M A X 4 : 1 U S U A L M AX 1 . 5 % 12' LANE 14' LANE 1' OFFSET 2 % M AX 1' M A X 1 . 5 % STORM DRAIN VA R I E S EXIST R.O.W. EXIST R.O.W. PGL ASPHALT PAVING PROPOSED CROSS STREET TYPICAL SECTION VA R I E S VA R I E S ASPHALT PAVING PROPOSED CROSS STREET TYPICAL SECTION EXIST R.O.W. R.O.W. VARIES (39'-62') CR 106 CR 60 CR 107 [ EXIST/PROP [ EXIST/PROP EXIST R.O.W. 12' LANE 2 % M A X 12' LANE 2 % M AX 6 : 1 8' 6 : 1 8' 3 : 1 M AX 4 : 1 U S UA L 3 : 1 M A X U S UA L 4 : 1 PGL RT PGL LT TRANSITION 2 LANE RURAL TO 4 LANE URBAN EXISTING ROADWAY TYPICAL SECTION EXIST R.O.W. (SEE NOTE) MEDIAN RAISED STA 127+90 TO STA 129+00 NOTE: RAISED ASPHALT MEDIAN SH 289 STA 121+00 TO STA 129+00 PGL R.O.W. VARIES (175'-205') 40' MEDIAN 47' 11' LANE 14' LANE 1' OFFSET 47' EXIST R.O.W. EXIST R.O.W. 2 % M AX 4 LANE URBAN EXISTING ROADWAY TYPICAL SECTION 1' 22' 22' PGL LT 3 : 1 M A X 4 : 1 U S UA L 3 : 1 M A X 4 : 1 U S U A L M AX 1 . 5 % 5' 11' LANE 14' LANE 1' OFFSET 2 % M AX 1' PGL RT M AX 1 . 5 % 5' SH 289 STA 129+00 175' R.O.W. 42' MEDIAN 12' LANE 14' LANE 1' OFFSET PROP R.O.W. PROP R.O.W. 2 % M AX EXIST R.O.W. 1' 22' 22' 3 : 1 M AX 4 : 1 U S U A L M AX 1 . 5 % R.O.W. VARIES (134'-238') 12' LANE 14' LANE 1' OFFSET 2 % M AX 1' M AX 1 . 5 % 14' LANE 1' OFFSET EXIST R.O.W. PROP R.O.W. 2 % M A X EXIST R.O.W. 1' 3 : 1 M AX 4 : 1 U S UA L 3 : 1 M A X 4 : 1 U S UA L M AX 1 . 5 % 14' LANE 1' OFFSET 2 % M AX 1' M AX 1 . 5 % TRANSITION TO EXISTING SECTION PROPOSED ROADWAY TYPICAL SECTION STORM DRAIN R.O.W. VARIES (116'-165') 2' 2' EXIST [ EXIST [ VARIES (0'-42') VARIES (41'-57') VARIES (41'-47') (18'-40') MEDIAN VARIES (0'-13') LANE VARIES OFFSET (11'-29') (11'-12') LANE VARIES (11'-12') LANE VARIES PGL (40'-42') MEDIAN VARIES 49' 49' 49' 49' EXIST [ PROP [ VARIES (47'-49') VARIES (47'-49') PROP [ EXIST [ VARIES (0'-44') EXIST/PROP [ VARIES (26'-31') R.O.W. VARIES (176.2'-187') VARIES (20'-70') R.O.W. EXIST (0'-2') VARIES (37'-49.2') VARIES (14'-29') VARIES SHLDR (10'-29') VARIES SHLDR * VARIES (44'-63') TO STA 121+00 (29') VARIES FROM STA 113+00 (10') * 42' MEDIAN 12' LANE 14' LANE 1' OFFSET PROP R.O.W. 2 % M AX EXIST R.O.W. EXIST R.O.W. 1' 22' 22' M A X 1 . 5 % 12' LANE 14' LANE 1' OFFSET 2 % M AX 1' M AX 1 . 5 % 49' 49' EXIST [ PROP [ VARIES (27'-31') VARIES (38'-145') 4 : 1 4 : 1 3: 1 MAX 4: 1 USUAL 6' M AX 1 . 5 % EXIST R.O.W. 6 : 1 WALL RETAINING DETAIL A PGL PGL PGL PGL (0'-48.4') VARIES (6'-10') VARIES 3 : 1 M AX 4 : 1 U S U A L * 71' R.O.W. VARIES (133.4'-208') R.O.W. VARIES (174'-281') 38' VARIES (33'-51') 15' 24' LANE 12' LANE 12' 6' 6' 6' 6' 6' 6' 4' 4' * SIDESTREET GEOMETRY TO MATCH EXISTING CONDITIONS * CR 102 [ EXIST PROP R.O.W. PROP R.O.W. 22' 22' 3 : 1 M AX 4 : 1 U S UA L R.O.W. EXIST 49' EXIST [ VARIES (0'-44') PROP [ VARIES (20'-145') PGL (20'-121') VARIES (15'-71') VARIES R.O.W. VARIES (156'-281') 12' LANE 14' LANE 1' 1' OFFSET 2 % M AX M AX 1 . 5 % 6' M A X 1 . 5 % 6' 1' OFFSET 12' LANE 14' LANE 2 % M A X 1' R.O.W. EXIST (15'-51') VARIES (2.3'-164') VARIES (31.5'-164') VARIES 3 : 1 M AX 4 : 1 U S UA L * SEE DETAIL A * VA R I E S 6 : 1 4 : 1 4 : 1 6 : 1 54' R.O.W. PROP R.O.W. PROP R.O.W. PROP R.O.W. 6 : 1 4 : 1 24' 2 . 00 % 2 . 0 0 % 2 . 00 % 2 . 00 % 2 . 00 % 2 . 00 % 2 . 0 0 % 4 LANE URBAN DIVIDED PROPOSED ROADWAY TYPICAL SECTION 4 LANE URBAN DIVIDED PROPOSED ROADWAY TYPICAL SECTION 4 LANE URBAN DIVIDED PROPOSED ROADWAY TYPICAL SECTION 4 LANE URBAN DIVIDED W/ TURN LANES PROPOSED ROADWAY TYPICAL SECTION TY II MONO CURB (TYP.) TY II MONO CURB (TYP.) TY II MONO CURB (TYP.) TY II MONO CURB (TYP.) TY II MONO CURB (TYP.) LANE 12' LANE 12' VARIES (20'-60') (0'-90') VARIES (15'-71') VARIES VARIES (15'-72') SHDR SOFT 2' SHDR SOFT 2' SH SF 2' SH SF 2' PRESCRIBED R.O.W. PRESCRIBED R.O.W. PED RAIL 2 . 00 % (31'-42') MEDIAN VARIES (0'-11') VARIES TURN LANE (0'-11') VARIES TURN LANE SH 289 STA 0+26.90 TO STA 121+00 (0'-11') VARIES TURN LANE VARIES (49'-60') VARIES (21'-22') VARIES (21'-22') 13' 2 . 00 % 2 . 00 % VA R I E S VA R I E S ASPHALT PAVED EXISTING CROSS STREET TYPICAL SECTION EXIST R.O.W. EXIST R.O.W. 3 : 1 M A X 6 : 1 U S U A L 3 : 1 M AX 10 : 1 U S U A L 3 : 1 U S UA L CR 106 CR 60 CR 107 PGL VARIES (18'-24') LANE (9'-12') VARIES LANE (9'-12') VARIES [ EXIST R.O.W. VARIES (30'-40') UNPAVED EXISTING CROSS STREET TYPICAL SECTION 3 : 1 M AX 6 : 1 U S UA L 3 : 1 M AX 6 : 1 U S UA L CR 102 PGL VA R I E S V A R I E S LANE 12' EXIST R.O.W. 30' R.O.W. EXIST R.O.W. [ EXIST 22' 12' LANE 14' LANE 1' OFFSET 1' M AX 1 . 5 % 49' EXIST [ PROP [ PGL 6' 2 . 0 0 % 4 LANE URBAN DIVIDED PROPOSED ROADWAY TYPICAL SECTION PROP R.O.W. 22' 12' LANE 14' LANE 1' 1' OFFSET M AX 1 . 5 % 6' R.O.W. EXIST 2 . 0 0 % TY II MONO CURB (TYP.) (0'-11') VARIES TURN LANE (0'-11') VARIES TURN LANE VARIES (49'-60') 3 : 1 M AX 4 : 1 U S UA L (31'-42') MEDIAN VARIES VARIES (70'-80') (37.5'-47.3') VARIES 22' EXIST [ PROP [ 4 LANE URBAN DIVIDED PROPOSED ROADWAY TYPICAL SECTION 22' 12' LANE 14' LANE 1' OFFSET 1' M A X 1 . 5 % PGL 6' 2 . 0 0 % 12' LANE 14' LANE 1' 1' OFFSET M AX 1 . 5 % 6' 2 . 0 0 % TY II MONO CURB (TYP.) (0'-11') VARIES TURN LANE (0'-11') VARIES TURN LANE PROP R.O.W. EXIST R.O.W. 31' MEDIAN 60' 49' 41' R.O.W. EXIST EXIST R.O.W. EXIST R.O.W. | PROP TRANSITION TO 2 LANE RURAL PROPOSED ROADWAY TYPICAL SECTION PGL 6 : 1 4 : 1 PROP R.O.W. (4'-10') SHLDR VARIES (0'-11') VARIES TURN LANE (0'-11') VARIES TURN LANE [ EXIST VARIES VARIES (104.7'-121') VARIES VARIES VARIES SHLDR 10' LANE 12' LANE 14' VARIES VARIES (11.7'-22') (12.3'-35.8') VARIES FLUSH MEDIAN 6 : 1 4 : 1 EXIST R.O.W. PROP R.O.W. TRANSITION TO 2 LANE RURAL PROPOSED ROADWAY TYPICAL SECTION PGL 2 . 0 % 2 . 0 % & EXIST [ PROP | 6 : 1 4 : 1 PROP R.O.W. EXIST R.O.W. 10' SHLDR 12' LANE LANE VARIES 10 SHLDR (0'-12.3') VARIES MEDIAN FLUSH VARIES (0'-11.7') VARIES (0'-0.5') VARIES (22'-33.7') VARIES (22'-36.5') VARIES (44'-70.2') EXIST R.O.W. VARIES VARIES (0'-2') VARIES R.O.W. VARIES (135'-137') 27' R.O.W. VARIES (157'-167') R.O.W. VARIES (157'-167') SH 289 STA 986+89.60 TO STA 992+89.57 SH 289 STA 992+89.57 TO STA 1000+00 SH 289 STA 1000+00 TO STA 9+14.91 SH 289 STA 128+00 TO STA 129+00 SH 289 STA 110+00 TO STA 121+34 SH 289 STA 83+55 TO STA 94+97 SH 289 STA 46+20 TO STA 57+80 SH 289 STA 121+34 TO STA 128+00 SH 289 STA 94+97 TO STA 110+00 SH 289 STA 77+00 TO STA 83+55 SH 289 STA 33+75 TO STA 46+20 SH 289 STA 57+80 TO STA 77+00 SH 289 STA 16+11.78 TO STA 33+75 SH 289 STA 9+14.91 TO STA 16+11.76 STA 123+42.14 TO STA 125+49.30 4 : 1 6 : 1 4 : 1 6 : 1 VARIES (36'-41') R.O.W. VARIES (174'-177') 10 : 1 U S UA L 4 : 1 4 : 1 EXIST R.O.W. 38' 4 : 1 3 : 1 M AX 6 : 1 U S U A L 3 : 1 M A X 6 : 1 U S UA L 4 : 1 LANE 12' (0'-14') (40'-46') (31'-45') (0'-14') LANE VARIES LANE 12' VARIES (22'-36') (0'-34') (2'-42') 2 . 0 % T O 1 % 2 . 0 % T O (- 1 % ) (0.5'-22') (24'-31') 42' 2 . 0 % T O 1 % 2 . 0 % T O (- 1 % ) 2 . 0 % T O (- 1 % ) 2 . 0 % T O 1 . 0 % 20' (0'-20') VARIES(20'-26') 692.3 693.1 694.3 695.9 696.8 697.5 698.0 698.5 699.0 699.5 699.8 700.3 700.8 701.4 701.8 702.1 702.6 703.1 703.5 704.0 704.4 704.9 705.4 705.9 706.2 706.7 707.1 707.6 708.0 708.4 709.1 709.5 710.1 710.6 711.0 711.6 712.0 712.2 712.8 713.2 713.9 714.3 714.4 714.3 714.0 713.7 713.3 712.7 712.6 712.2 712.1 711.5 711.1 710.6 710.3 710.1 710.3 711.1 712.5 714.5 716.5 718.7 721.3 724.2 727.0 693.21 693.92 694.66 695.40 696.15 696.89 697.64 698.38 698.89 698.63 698.13 697.63 697.13 696.63 696.35 696.85 697.58 698.30 699.02 699.75 700.58 701.42 702.25 703.08 703.80 704.40 705.00 705.60 706.20 706.80 707.40 708.00 708.60 709.20 709.80 710.40 710.90 711.41 711.91 712.42 712.81 712.38 711.15 709.80 708.52 707.99 708.42 709.60 710.85 712.10 713.02 712.85 712.35 711.85 711.35 710.85 710.42 710.77 712.08 714.17 716.34 718.50 721.33 724.16 726.99 HORIZONTAL SCALE IN FEET ROLL of 2 TRANSPORTATION TEXAS DEPARTMENT OF DATE APPROVED C SH 289 all rights reserved 2017 by Texas Department of Transportation; ROADWAY SECTION DESIGN SPEED DALLAS DISTRICT COLLIN COUNTY PROJECT LOCATION FIRM REGISTRATION NUMBER 230 PREPARED BY TEAGUE NALL AND PERKINS, INC. URBAN PRINCIPAL ARTERIAL DESIGN SCHEMATIC JAMES K. SELMAN, P.E. DISTRICT ENGINEER MARILEE CELINA RHEA MILLS WESTON ANNA DESERT BLUE RIDGE PIKE FARMERSVILLE NEVADA LAVON WYLIE MURPHY PLANO PRINCETON VERONA VALDASTA MC KINNEY CULLEOKA SEDALIA 289 455 455 428 2478 543 455 75 5 2862 3133 1461 5 121 545 160 78 981 1562 981 78 78 2933 75 1827 75 1377 2756 2194 359 3038 455 546 121 3537 380 2478 75 5 2170 2551 3286 1378 982 982 33 289 1193 2786 289 2514 1378 2514 205 544 78 2755 3412 380 547 78 1778 547 6 1777 66 1138 6 1138 2862 LAKE LAVON 3364 544 G B78 D B289 PROSPER C B289 3356 ALTOGA D B78 E B78 F B78 CROSSING LOWRY WESTMINSTER ALLEN FRISCO NEW HOPE JOSEPHINE COPEVILLE PARKER LUCAS MELISSA 2551 FAIRVIEW DALLAS CO. ROCKWALL CO. HUNT CO. DENT ON CO. GRAYSON CO. F ANN I NC O . CO. COLLIN END CSJ: 0091-03-022 END PROJECT SH 289 STA 129+00.00 FUNCTIONAL CLASS CR 102 CR 106 CR 107 CR 60 SH 289 0 400 200 600 100 * 30 MPH 30 MPH 30 MPH 45 MPH * SIDESTREET GEOMETRY TO MATCH EXISTING CONDITIONS LOCAL (UNPAVED) LOCAL (PAVED) LOCAL (PAVED) LOCAL (PAVED) URBAN PRINCIPAL ARTERIAL N.T.S. PROJECT LENGTH: 2.559 MILES (13,510.40 FT) TO: N CR 60/CR 107 (GRAYSON C/L) FROM: N BUS 289C, NORTH OF CELINA CSJ : 0091-03-022 BEGIN CSJ: 0091-03-022 BEGIN PROJECT SH 289 STA 986+89.60 SEPTEMBER 2017 HORIZONTAL SCALE IN FEET ROLL of 2 TRANSPORTATION TEXAS DEPARTMENT OF DATE APPROVED C SH 289 all rights reserved 2017 by Texas Department of Transportation; ROADWAY SECTION DESIGN SPEED DALLAS DISTRICT COLLIN COUNTY PROJECT LOCATION FIRM REGISTRATION NUMBER 230 PREPARED BY TEAGUE NALL AND PERKINS, INC. URBAN PRINCIPAL ARTERIAL DESIGN SCHEMATIC JAMES K. SELMAN, P.E. DISTRICT ENGINEER MARILEE CELINA RHEA MILLS WESTON ANNA DESERT BLUE RIDGE PIKE FARMERSVILLE NEVADA LAVON WYLIE MURPHY PLANO PRINCETON VERONA VALDASTA MC KINNEY CULLEOKA SEDALIA 289 455 455 428 2478 543 455 75 5 2862 3133 1461 5 121 545 160 78 981 1562 981 78 78 2933 75 1827 75 1377 2756 2194 359 3038 455 546 121 3537 380 2478 75 5 2170 2551 3286 1378 982 982 33 289 1193 2786 289 2514 1378 2514 205 544 78 2755 3412 380 547 78 1778 547 6 1777 66 1138 6 1138 2862 LAKE LAVON 3364 544 G B78 D B289 PROSPER C B289 3356 ALTOGA D B78 E B78 F B78 CROSSING LOWRY WESTMINSTER ALLEN FRISCO NEW HOPE JOSEPHINE COPEVILLE PARKER LUCAS MELISSA 2551 FAIRVIEW DALLAS CO. ROCKWALL CO. HUNT CO. DENT ON CO. GRAYSON CO. F ANN I NC O . CO. COLLIN END CSJ: 0091-03-022 END PROJECT SH 289 STA 129+00.00 FUNCTIONAL CLASS CR 102 CR 106 CR 107 CR 60 SH 289 0 400 200 600 100 * 30 MPH 30 MPH 30 MPH 45 MPH * SIDESTREET GEOMETRY TO MATCH EXISTING CONDITIONS LOCAL (UNPAVED) LOCAL (PAVED) LOCAL (PAVED) LOCAL (PAVED) URBAN PRINCIPAL ARTERIAL N.T.S. PROJECT LENGTH: 2.559 MILES (13,510.40 FT) TO: N CR 60/CR 107 (GRAYSON C/L) FROM: N BUS 289C, NORTH OF CELINA CSJ : 0091-03-022 BEGIN CSJ: 0091-03-022 BEGIN PROJECT SH 289 STA 986+89.60 SEPTEMBER 2017 [ ( + ) 2 . 00 % ( + ) 3 . 30 % ( + ) 1 . 64 % EL 705.56 STA 0+85.00 EL 706.88 STA 1+35.00 EL 708.20 STA 1+75.00 EL 709.44 STA 2+25.00 EL 709.71 STA 2+41.18 STA 89+10.21 SH 289 EL 703.86 L = 50.00 K = 38 ex = 0.08' EL 706.06 VPI STA 1+10.00 L = 50.00 K = 30 ex = -0.10' EL 709.03 VPI STA 2+00.00 709.8 706.2 706.4 707.6 708.6 709.1 703.86 704.86 705.89 707.38 708.93 [ EL 714.25 VPI STA 0+60.00 ( + ) 2 . 00 % ( + ) 2 . 3 6 % ( + ) 2 . 14 % EL 713.91 VPI STA 1+30.00 EL 718.29 STA 2+45.02 STA 115+55.41 SH 289 EL 713.05 717.4 711.8 712.9 715.3 716.3 718.5 713.05 714.05 715.20 716.34 717.41 65 + 00 70 + 00 75 + 00 80 + 00 85 + 00 90 + 00 95 + 00 100 + 00 105 + 00 110 + 00 115 + 00 120 + 00 125 + 00 0+00 1+00 2+00 0+00 1+00 2+00 720 730 740 660 670 680 690 700 710 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 130+00 127+26.31 = P.T. Station 113+55.85 = P.C. Station 11,459.1600 = Radius 1,370.4600 = Length 686.0479 = Tangent 0° 30' 00.00" = Degree 6° 51' 08.27" (RT) = Delta 120+41.90 = P.I. Station SH 289 - CURVE 4 SH 289 TYPICAL SECTIONS 2 MATCHLINE STA. 65+00 CSJ: 0091-03-022 MATCHLINE STA. 65+00 CSJ: 0091-03-022 S H 289 S H 289 PT STA 74+98.35 PC STA 113+55.85 PT STA 127+26.31 EXISTING GROUND EXISTING GROUND EXISTING CULVERT 2 74+98.35 = P.T. Station 53+05.47 = P.C. Station 10,000.0000 = Radius 2,192.8792 = Length 1,100.8545 = Tangent 0° 34' 22.65" = Degree 12° 33' 51.38" (LT) = Delta 64+06.32 = P.I. Station SH 289 - CURVE 3 MATCH EXISTING PAVEMENT STA 129+00.00 CSJ: 0091-03-022 END PROJECT STA 128+00.00 STA 129+00.00 TRAFFIC DATA 28 ' 720 730 740 660 670 680 690 700 710 9 8 16 17 18 19 20 21 22 23 24 25 26 27 28 30 31 13 14 15 32 33 10 11 12 S F COLLIN COUNTY LLC O'DELL RANDY KEITH ETAL PRESTON 51 CR 102 LP A P SOMMERHALDER LLC CADG CELINA 156 LLC OLD CELINA LTD CLARK HAROLD R CLARK HAROLD R CLARK HAROLD R SANGANI PROPERTIES LTD COLLERAIN ALICE C EJAZ INVESTMENT GROUP INC TANG MINH & MARIE SCK REVOCABLE TRUST MICHAEL FAMILY TRUST MICHAEL FAMILY TRUST TA PROPERTIES II LTD SCK REVOCABLE TRUST CFG REALTY LLC HALLFORD RAY A 29 SHMAISANI ISSAM AL VAN FAMILY TRUST 28 & 12 FARM ON PRESTON ROAD LTD GOETTSCHE TERI TRUST 28 ' 28 ' WINCHESTER DOROTHY M 660 670 680 690 700 710 670 680 690 700 710 720 0+00 1+00 2+00 0+00 1+00 2+00 CR 106 CR 102 36 ' FROM [ TO 20' OFFSET FROM [. TRANSITION INSIDE CURB (BOTH SIDES) FROM 21' OFFSET FROM 49' OFFSET FROM [ TO 47' OFFSET FROM [. TRANSITION OUTSIDE CURB(BOTH SIDES) 100' TRANSITION: 30 ' 146' LEFT STA SLOPE 87+00.00 93+00.00 97+80.00 (+)2.0% (-)2.0% (-)2.0% (+)2.0% SUPERELEVATION TABLE 83+00.00 LEFT STA SLOPE (+)2.0% (-)2.0% (-)2.0% (+)2.0% SUPERELEVATION TABLE 109+20.00 114+00.00 117+00.00 121+80.00 3 , 8 57 . 3 0 ' S 00 ° 10 ' 23 . 7 1 " E 1 73 . 69 ' S 06 ° 40 ' 44 . 56 " W 25 ' 30 ' [ CR 106 STA 0+00.00 [ SH 289 STA 89+10.21= EXIST PROP EXIST PROP EXIST PROP EXIST PROP 21 ' 20 ' 21 ' SCALE IN FEET HORIZ: 1"=200' VERT: 1"=20' 0 5 50 0 100 200 300 30 20 10 SCALE IN FEET HORIZ: 1"=200' 50 0 100 200 300 MATCH EXISTING PAVEMENT EL 726.99 STA 129+00.00 CSJ: 0091-03-022 END PROJECT SH 289 PROFILE SH 289 PROFILE 146' PRESTON CELINA LP 350 ' WESTGATE 115 INVESTOR 3 PARCEL # OWNER'S NAME PARCEL # OWNER'S NAME 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 COLLERAIN ALICE C SANGANI PROPERTIES LTD CLARK HAROLD R OLD CELINA LTD CADG CELINA 156 LLC A P SOMMERHALDER LLC PRESTON 51 CR 102 LP O'DELL RANDY KEITH ETAL S F COLLIN COUNTY LLC CLARK HAROLD R CLARK HAROLD R CLARK HAROLD R CLARK HAROLD R CLARK HAROLD R RASOR JOHN T & KATHERINE L - LE WESTGATE 115 INVESTOR PRESTON ROAD '40 LTD PRESTON ROAD '50 LTD RASOR FAMILY RANCH LP MCCUTCHIN RONALD FAMILY PARTNERSHIP LTD WINCHESTER DOROTHY M GOETTSCHE TERI TRUST 28 & 12 FARM ON PRESTON ROAD LTD VAN FAMILY TRUST SHMAISANI ISSAM AL HALLFORD RAY A CFG REALTY LLC KING SUSIE CANNADAY TA PROPERTIES II LTD RUTLEDGE ROGER H MICHAEL FAMILY TRUST MICHAEL FAMILY TRUST KING SUSIE CANNADAY TANG MINH & MARIE EJAZ INVESTMENT GROUP INC STA 78+65.00 PROP (2)-6'X3' BC CULVERT D STA 111+86.03 EXTEND (2)-7'X4' BC CULVERT F F.G. = 711.59 STA 122+70.32 BEGIN BRIDGE CLASS CULVERT CULVERT G F.G. = 712.15 STA 123+04.00 END BRIDGE CLASS CULVERT CULVERT G 3 4 R=50' (TYP) R=50' (TYP) 28 ' 28 ' SH 289 [ STA 2+41.18 [ CR 102 STA 0+00.00 [ SH 289 STA 115+55.41 (TYP) TY 7 RAMP (TYP) TY 7 RAMP (24'-12' LANES) BEGIN TRANSITION STA 1+55.02 (24'-12' LANES) END TRANSITION STA 2+45.02 STA 125+49.30 END RETAINING WALL STA 123+42.14 BEGIN RETAINING WALL 425' DECELERATION (100' TAPER) 100' STORAGE 425' DECELERATION (100' TAPER) 100' STORAGE 425' DECELERATION (100' TAPER) 100' STORAGE 425' DECELERATION (100' TAPER) 100' STORAGE END MBGF (DAT) STA 125+81.25 BEGIN MBGF (SGT) STA 121+03.05 EASEMENT EXISTING DRAINAGE EASEMENT EXISTING DRAINAGE EASEMENT EXISTING DRAINAGE EASEMENT EXISTING DRAINAGE LEGEND S E T A T S F O A X E T I N S S O R P E F E N I L A N O G E R E 114172 L I C S E D E N JUSTIN K. BAKER 9/22/2017 S E T A T S F O A X E T I N S S O R P E F E N I L A N O G E R E 114172 L I C S E D E N JUSTIN K. BAKER 9/22/2017 98 ' 42 ' 70 ' 70 ' 39 ' 50 ' 39 ' 70 ' 70 ' 39 ' 42 ' 39 ' 50 ' 205 ' 42 ' 70 ' 90 ' 70 ' EASEMENT EXISTING DRAINAGE PROPOSED RETAINING WALLS PROPOSED CULVERTS EXISTING RAILROAD PROPOSED DRIVEWAYS PROPOSED CROSS STREET PROPOSED ROADWAY PROPOSED DITCH E X I S T I NG D R A I NAG E F L O W D I R E C T I ON A CC O R DAN C E W I T H T x DO T A CC E SS C ON T R O L M ANUA L ) P R O P O S E D R . O . W . ( A CC E SS B Y P E R M I T ON L Y I N EXISTING DRAINAGE EASEMENT E X I S T I NG R . O . W . ( A CC E SS B Y P E R M I T ON L Y ) STA 89+44.03 PROP 6'X3' BC CULVERT E SH 289 12,700 11,400 7,700 TRAFFIC DATA ADT YR 2051 ADT YR 2041 ADT YR 2021 12,200 10,900 7,300 13,000 11,600 7,800 CO LL I N CO UNT Y L I NE CR 60 CR 107 G R AY S ON CO UNT Y L I NE CR 106 CR 102 B US 289 150 100 50 150 100 50 500 400 200 500 400 200 150 100 50 10,400 9,300 6,300 300 200 100 860 740 520 60 40 20 360 240 120 1,000 900 600 OCTOBER 21, 2016 PROGRAMMING AND PLANNING DIVISION MEMORANDUM TEXAS DEPARTMENT OF TRANSPORTATION, SOURCE OF DATA: 60 40 20 COMMERCIAL, FARM, RANCH & RESIDENTIAL. DRIVEWAYS SHALL BE DESIGNED PER ROADWAY DESIGN MANUAL, APPENDIX C, SECTION 3. DRIVEWAY TYPES INCLUDED: 9. DISTRICT DECEMBER 2016 ALL PARCEL INFORMATION UPDATED FROM COLLIN COUNTY APPRAISAL DISTRICT AND GRAYSON COUNTY APPRAISAL 8. PS&E PHASE OF THE PROJECT. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND WILL BE DEVELOPED DURING THE 7. EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS DETERMINED THERE IS A SAFETY ISSUE. 6. ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS OBTAINED FROM RECORD DOCUMENTS & FIELD SURVEY AND 5. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB (UNLESS NOTED OTHERWISE). 4. SUPERELEVATION AXIS IS ABOUT PGL. 3. AND DRIVEWAYS WILL BE DETERMINED IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL GOVERNMENTS. MEDIAN OPENINGS ARE DETERMINED IN COORDINATION WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN OPENINGS 2. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED ON AERIAL SURVEYS AND RECORD PLANS. 1. NOTES: STORM DRAIN TELEPHONE GAS FIBER OPTIC WATER SANITARY SEWER ELECTRIC UTILITY DISCLAIMER: T6 TELE E1 INFORMATION. FOR THE ACCURACY OR COMPLETENESS OF THE UTILITY CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM UTILITY LEGEND
