Texas Department of Transportation R...future project (by others) existing culvert proposed culvert...
1
EXISTING PROPOSED ROLL 6 OF 9 ROLL 6 OF 9 GOVERNMENTS. PHASE IN COORDINATION WITH THE LOCAL BE DETERMINED IN THE PS&E DEVELOPMENT FINAL LOCATION OF MEDIAN OPENINGS WILL COORDINATION WITH LOCAL GOVERNMENT. MEDIAN OPENINGS WERE DETERMINED IN NOTE: GOVERNMENTS. PHASE IN COORDINATION WITH THE LOCAL BE DETERMINED IN THE PS&E DEVELOPMENT FINAL LOCATION OF MEDIAN OPENINGS WILL COORDINATION WITH LOCAL GOVERNMENT. MEDIAN OPENINGS WERE DETERMINED IN NOTE: PRELIMINARY OR BIDDING PURPOSES NOT INTENDED FOR CONSTRUCTION PROPOSED EXISTING LEGEND: PROPOSED MAINLANES PROPOSED ROW PROPOSED CENTERLINE/BASELINE PROPOSED CROSS STREETS PROPOSED DRIVEWAYS EXISTING EASEMENT PROPOSED BRIDGE STRUCTURES PROPOSED SIDEWALKS PROPOSED ROW PROPOSED CENTERLINE/BASELINE EXISTING EASEMENT FLOODWAY LIMITS 100 YR FLOODPLAIN LIMITS DIRECTION OF TRAVEL DIRECTION OF TRAVEL STREAM FLOW DISPLACEMENTS PAVEMENT REMOVAL APPARENT EXISTING ROW XX XXX-X FUTURE PROJECT (BY OTHERS) EXISTING CULVERT PROPOSED CULVERT CURVE NUMBER PROPERTY OWNERSHIP LABELS DENTON COUNTY APPRAISAL DISTRICT (AUGUST 2020). 14.OWNERSHIP INFORMATION SHOWN ON SCHEMATIC OBTAINED FROM CONSTRUCTED TO JUSTIFY THE INSTALLATION OF TRAFFIC SIGNALS. ANALYSIS WILL BE REQUIRED AFTER INTERSECTIONS ARE 12.AS PER MUTCD REQUIREMENTS, A TRAFFIC SIGNAL WARRANT (MARCH 2020). PROVIDED BY TP&P. TRAFFIC VOLUMES APPROVED BY TXDOT TP&P 11.TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND GROWTH RATES MOVEMENTS. 10.WB-62 DESIGN VEHICLE WAS USED IN EVALUATION OF TURNING PROJECT. AND WILL BE DEVELOPED DURING THE PS&E PHASE OF THE 9. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN 8. ALL CURBS ARE TYPE II (6") (UNLESS NOTED OTHERWISE). IS LOCATED WITHIN ACCESS DENIAL LIMITS SHOWN. GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE AND/OR DURING DETAILED DESIGN STAGE AND COORDINATION WITH LOCAL 7. EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS DETERMINED FROM FIELD SURREY FOR INFORMATIONAL PURPOSES ONLY. 6. EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS OBTAINED FEMA FLOOD INSURANCE RATE MAP 48121C0270G. 5. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON OF CURB UNLESS NOTED OTHERWISE. 4. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE 3. SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL. THE LOCAL GOVERNMENTS. IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH 2. FINAL LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED APRIL 2020 AND RECORD PLANS ARE BASED ON EXISTING PLANS AND AERIAL SURVEYS DATED 1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS NOTES: Lina T. Ramey & Associates, Inc. TBPE Registration No. F-782 Farmers Branch, Texas 75234 3320 Belt Line Rd ROLL OF 9 DENTON COUNTY C 2020 by Texas Department of Transportation, All Rights Reserved FM 1385 CSJ: 1315-01-030 FROM: US 380 TO FM 455 Lina T. Ramey & Associates, Inc. TBPE Registration No. F-782 Farmers Branch, Texas 75234 3320 Belt Line Rd ROLL OF 9 C 2020 by Texas Department of Transportation, All Rights Reserved 50 0 200 0 10 HORIZ SCALE: 1"=100' VERTICAL SCALE: 1"=10' DATE SUBMITTED DATE APPROVED DATE REVISED (TX PE NO. 66648) 20 R of Transportation Texas Department 100 150 15 5 PROJECT LENGTH: 12.03 MILES 9/11/2020 PERMIT PURPOSES BIDDING, OR CONSTRUCTION, NOT INTENDED FOR DISTRICT ENGINEER MOHAMED K. BUR, P.E. DESIGN SCHEMATIC DALLAS DISTRICT DENTON COUNTY DESIGN SPEED: 45 mph (FM 1385) 30 mph (CROSS-ST) FUNCTIONAL CLASS: URBAN MAJOR COLLECTOR N.T.S. LOCATION MAP SEPTEMBER 2020 FM 1385 CSJ: 1315-01-030 FROM: US 380 TO FM 455 R of Transportation Texas Department PROJECT LENGTH: 12.03 MILES DISTRICT ENGINEER MOHAMED K. BUR, P.E. DESIGN SCHEMATIC DALLAS DISTRICT DENTON COUNTY DESIGN SPEED: 45 mph (FM 1385) 30 mph (CROSS-ST) FUNCTIONAL CLASS: URBAN MAJOR COLLECTOR DENTON COUNTY 50 0 200 0 10 HORIZ SCALE: 1"=100' VERTICAL SCALE: 1"=10' DATE SUBMITTED DATE APPROVED DATE REVISED 20 100 150 15 5 9/11/2020 PERMIT PURPOSES BIDDING, OR CONSTRUCTION, NOT INTENDED FOR N.T.S. LOCATION MAP SEPTEMBER 2020 FM 1385 STA. 820+58.63 END CSJ: 1315-01-030 END PROJECT FM 1385 STA 100+51.21 BEGIN CSJ: 1315-01-030 BEGIN PROJECT AH 500+00.00 BK 415+00.00= STATION EQN. FM 1385 STA. 820+58.63 END CSJ: 1315-01-030 END PROJECT FM 1385 STA 100+51.21 BEGIN CSJ: 1315-01-030 BEGIN PROJECT AH 500+00.00 BK 415+00.00= STATION EQN. Dallas, Texas 75243 9330 LBJ Frwy, Ste. 1150 TBPE Firm Registration No. 6981 Dallas, Texas 75243 9330 LBJ Frwy, Ste. 1150 TBPE Firm Registration No. 6981 TIMOTHY M. NESBITT, P.E. (TX PE NO. 100239) HOWARD COLUMBUS GIBBS III, P.E. (TX PE NO. 66648) TIMOTHY M. NESBITT, P.E. (TX PE NO. 100239) HOWARD COLUMBUS GIBBS III, P.E. ROLL 9: STRITTMATTER RD TO FM 455 - STA 791+00 TO STA 820+58.63 TO STA 791+00 ROLL 8: NORTH OF FREINDSHIP RD TO STRITTMATTER RD - STA 713+00 STA 635+00 TO STA 713+00 ROLL 7: NORTH OF JOE ALLEN RD TO NORTH OF FREINDSHIP RD - STA 635+00 ROLL 6: MUSTAND CREEK TO NORTH OF JOE ALLEN RD - STA 558+00 TO STA 558+00 ROLL 5: NORTH OF FM 428 WEST TO MUSTANG CREEK - STA 397+00 TO STA 397+00 ROLL 4: RANCHETTE RD TO NORTH OF FM 428 WEST - STA 322+00 TO STA 322+00 ROLL 3: NORTH OF WINN RIDGE RD TO RANCHETTE RD - STA 245+00 TO TO STA 245+00 ROLL 2: UNION PARK BLVD TO NORTH OF WINN RIDGE RD - STA 170+00 ROLL 1: US 380 TO UNION PARK BLVD - STA 100+51.21 TO STA 170+00 INDEX OF SHEETS: ROLL 9: STRITTMATTER RD TO FM 455 - STA 791+00 TO STA 820+58.63 TO STA 791+00 ROLL 8: NORTH OF FRIENDSHIP RD TO STRITTMATTER RD - STA 713+00 STA 635+00 TO STA 713+00 ROLL 7: NORTH OF JOE ALLEN RD TO NORTH OF FRIENDSHIP RD - STA 635+00 ROLL 6: MUSTAND CREEK TO NORTH OF JOE ALLEN RD - STA 558+00 TO STA 558+00 ROLL 5: NORTH OF FM 428 WEST TO MUSTANG CREEK - STA 397+00 TO STA 397+00 ROLL 4: RANCHETTE RD TO NORTH OF FM 428 WEST - STA 322+00 TO STA 322+00 ROLL 3: NORTH OF WINN RIDGE RD TO RANCHETTE RD - STA 245+00 TO TO STA 245+00 ROLL 2: UNION PARK BLVD TO NORTH OF WINN RIDGE RD - STA 170+00 ROLL 1: US 380 TO UNION PARK BLVD - STA 100+51.21 TO STA 170+00 INDEX OF SHEETS: EB1017 WB1100 WB1099 WB1098 WB1102 100+00 105 + 00 110+00 115+00 POT 1 00+00 .00 PC 103 +00 . 00 PRC 104+64.65 PT 106 +3 0 .21 PC 1 11+5 0 .30 PRC 113+12.62 PT 114+75 . 8 4 POT 1 1 7+75.84 5 75 +0 0 600 600 60 0 600 600 602 602 602 602 602 602 602 602 602 602 EXISTING GROUND FM1385 MUSTANG RD [ COTTON TR [ JOE ALLEN RD [ [ FM 1385 & PGL FL EL.= 600.79 PROP 3'X3' SBC STA 618+37.22 CULVERT 16 FL EL.=593.04 PROP 5'X6.5' SBC STA 627+84.56 CULVERT 17 + 0 . 50 % STA = 570+00.00 EL = 600.00 + 0 . 50 % + 0 . 36 % L = 150.00 K = 1089 ex = -0.03' STA = 604+50.00 EL = 612.50 + 0 . 36 % - 0 . 36 % L = 150.00 K = 207 ex = -0.14' STA = 628+00.00 EL = 604.00 - 0 . 36 % + 0 . 50 % L = 150.00 K = 174 ex = 0.16' STA = 632+50.00 EL = 606.25 + 0 . 50 % - 0 . 41 % L = 150.00 K = 164 ex = -0.17' EL=605.94 VPT 633+25.00 EL=605.88 VPC 631+75.00 EL=604.38 VPT 628+75.00 EL=604.27 VPC 627+25.00 EL=612.23 VPT 605+25.00 EL=612.23 VPC 603+75.00 EL=600.27 VPT 570+75.00 EL=599.63 VPC 569+25.00 EL=594.13 VPT 558+25.00 PROP ID NAME MAILING ADDRESS EB1017 GARDINER, ANDREW M & SHANNON 1101 DOUBLE B TRL EB1018 GARDINER, ANDREW MAXWELL 1101 DOUBLE B TRL EB1019 BROOKS, GERALD W 4300 COTTON GIN RD APT 201 EB1020 BROOKS, GERALD W 4300 COTTON GIN RD APT 201 EB1021 MCCUTCHIN, BENJAMIN C PO BOX 802043 EB1022 SCOTT, JACQUELINE ANN TR OF JACQUELINE ANN SAVINO REV LIVING TRUST 13465 COTTON TRL EB1023 SCOTT, JACQUELINE ANN TR OF JACQUELINE ANN SAVINO REV LIVING TRUST 13465 COTTON TRL TX 76258-7696 EB1024 PHAM, HOA & TRAN,UYEN 717 BEAVER CREEK DR EB1025 HOELZEL, TIMOTHY SHAWN PO BOX 631 EB1026 GENE MCCUTCHIN LTD III PO BOX 802043 EB1027 ALEXANDER, MICHAEL & JACQUELYN PO BOX 423 WB1091 SHEARER, LOWELL T TR W/LIFE ESTATE OF SHEARER LIVING TRUST 9943 FM 1385 WB1092 WILKINSON, PAUL VINCENT 1200 EDGEWOOD LN WB1093 WILKINSON, MATTHEW JOHN 217 PEMBROOK ST WB1094 WILKINSON, DANIEL CRAIG 7012 FM 2450 WB1095 BRAZOS ELEC POWER COOP INC 16410 N Eldridge Pkwy WB1096 ATMOS ENERGY CORPORATION PO BOX 650205 WB1097 MOORE, G A JR & LOIS A 13007 MUSTANG RD WB1099 MUSTANG BAPTIST CHURCH 13335 MUSTANG RD WB1100 MUSTANG BAPTIST CHURCH 13335 MUSTANG RD WB1101 MOORE, GARY & WELDON PRICE(TR) FOR MUSTANG BAPTIST CHURCH 13335 MUSTANG RD WB1110 PEMMASANI INTERESTS LLC 9111 CYPRESS WATERS BLVD STE 300 560+00 565+00 570+00 575+00 580+00 585+00 590+00 595+00 600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 593.98 594.25 594.50 594.75 595.00 595.25 595.50 595.75 596.00 596.25 596.50 596.75 597.00 597.25 597.50 597.75 598.00 598.25 598.50 598.75 599.00 599.25 599.50 599.75 599.97 600.18 600.36 600.54 600.72 600.91 601.09 601.27 601.45 601.63 601.81 601.99 602.17 602.36 602.54 602.72 602.90 603.08 603.26 603.44 603.62 603.80 603.99 604.17 604.35 604.53 604.71 604.89 605.07 605.25 605.43 605.62 605.80 605.98 606.16 606.34 606.52 606.70 606.88 607.07 607.25 607.43 607.61 607.79 607.97 608.15 608.33 608.51 608.70 608.88 609.06 609.24 609.42 609.60 609.78 609.96 610.14 610.33 610.51 610.69 610.87 611.05 611.23 611.41 611.59 611.78 611.96 612.14 612.30 612.36 612.30 612.14 611.96 611.78 611.60 611.41 611.23 611.05 610.87 610.69 610.51 610.33 610.15 609.97 609.79 609.61 609.43 609.24 609.06 608.88 608.70 608.52 608.34 608.16 607.98 607.80 607.62 607.44 607.26 607.07 606.89 606.71 606.53 606.35 606.17 605.99 605.81 605.63 605.45 605.27 605.09 604.90 604.72 604.54 604.36 604.20 604.16 604.27 604.50 604.75 605.00 605.25 605.50 605.75 605.98 606.08 606.02 605.84 605.63 605.42 605.22 CURVE DATA TABLE CURVE NO. DELTA DEGREE TANGENT LENGTH RADUIS PI STA PC STA PT STA FM1385-102 60 27' 17.69" 4 46' 2 699.19' 1,266.16 1200 563+37.48 556+38.29 569+04.46 FM1385-103 16 20' 27.32" 3 49' 1 215.36' 427.80 1500' 579+42.39 577+27.02 581+54.83 FM1385-104 15 46' 19.65" 3 49' 1 207.77' 412.91' 1500' 585+70.37 583+62.60 587+75.51 FM1385-105 0 19' 00.00" 0 17' 1 55.27' 110.54' 20000' 624+27.73 623+72.46 624+83.00 PRMUST3-1 8 59' 04.76" 5 27' 2 82.50' 164.65' 1050' 103+82.50 103+00.00 104+64.65 PRMUST3-2 9 02' 01.75" 5 27' 2 82.95' 165.55' 1050' 105+47.60 104+64.65 106+30.21 PRMUST3-3 8 51' 25.88" 5 27' 2 81.32' 162.32' 1050' 112+31.63 111+50.30 113+12.62 PRMUST3-4 8 54' 22.87" 5 27' 2 81.77' 163.22' 1050' 113+94.39 113+12.62 114+75.84 LIMITS PROJECT LIMITS PROJECT 593.12 595.28 596.44 596.70 597.60 597.50 597.88 598.49 599.09 599.24 599.53 600.36 600.59 600.50 600.51 600.55 601.33 601.27 599.99 600.20 600.19 600.24 600.31 600.32 600.21 600.40 600.42 600.42 600.47 600.28 600.48 601.66 602.55 601.14 601.36 601.33 601.05 601.25 601.33 601.50 601.72 601.63 601.82 601.87 601.89 601.79 601.99 602.10 602.02 602.06 602.23 602.06 602.12 602.11 601.88 601.75 601.93 602.25 602.25 602.16 602.41 602.47 602.44 602.64 602.80 602.39 602.66 602.83 602.85 603.10 603.41 603.64 603.74 603.91 604.12 604.26 604.22 604.43 604.63 604.78 604.78 604.90 605.01 605.13 605.16 605.20 605.35 605.41 605.15 605.58 605.29 604.85 605.45 604.96 605.00 605.14 605.26 605.44 605.53 605.62 605.47 605.70 605.70 605.70 605.92 605.90 606.19 606.14 606.14 606.29 606.34 606.38 606.72 606.49 606.10 605.63 605.12 604.83 604.49 604.17 603.70 603.45 603.60 605.91 604.76 605.34 605.74 606.01 606.22 606.42 606.50 606.33 605.78 605.05 604.15 603.17 601.74 599.51 596.56 594.94 593.87 596.75 598.86 600.39 602.47 603.90 604.84 605.63 605.74 606.33 605.64 605.53 605.66 605.50 605.23 MATCHLINE - STA 635+00 MATCHLINE STA - 558+00 MATCHLINE - STA 635+00 M A T C H L I N E - S T A 558 + 00 630 620 610 600 590 580 570 FM 1385 (45 MPH) 630 620 610 600 590 580 570 F M 1385 MUSTANG RD CHURCH BAPTIST MUSTANG [ F M 1385 PRMUST3-1 PRMUST3-2 PRMUST3-3 PRMUST3-4 [ MUSTANG RD STA 108+50.44 [ FM1385 STA 574+17.21= [ MUSTANG RD PROP ROW PROP ROW PROP ROW E X I S T R O W E X I S T R O W 2025 ADT 2045 ADT 2055 ADT LEGEND {XXXX} (XXXX) ÂXXXXà N.T.S. TRAFFIC DIAGRAM - FM 1385 M A T C HL I N E M A T C HL I N E BY TPP. UPDATED MARCH, 2020 AND CORRIDOR INFORMATION PACKET PROVIDED TRAFFIC PROJECTIONS BASED ON NCTCOG TDM MUSTANG ROAD TOTAL 3225 (4975) {5500} 1650 (2525) {2800} 1575 (2450) {2700} 175 (225) {250} 225 (350) {400} 100 (175) {200} 125 (175) {200} 125 (175) {200} 1450 (2275) {2500} 1575 (2475) {2750} 1575 (2450) {2700} 300 (400) {450} FM 1385 SECTION 3 ESAL CALCULATION CUT LINE 1475 (2300) {2550} 125 (175) {200} 100 (125) {150} 602.9 Stockpile Stockpile 603.5 Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile Stockpile EB1017 EB1019 EB1020 EB1021 EB1022 EB1023 EB1024 EB1025 EB1026 WB1091 WB1092 WB1093 WB1094 WB1095 WB1097 WB1110 WB1101 EB1018 WB1096 WB1100 WB1099 WB1098 105+00 110 + 00 PC 103+00.00 P R C 1 04 + 64 . 65 PT 106+30.21 PC 111+50.30 P RC 113 + 12 . 6 2 560+00 565 + 00 570+00 575+00 5 8 0 + 0 0 585 + 00 590+00 595+00 600+00 605+00 610+00 615+00 620+00 62 5 + 0 0 6 3 0 + 00 635 + 00 PT 569+04.46 PC 577+27.02 PT 581+54.83 PC 583+62.60 PT 587+75.51 PC 623+72.46 PT 624+83.00 586 588 590 590 590 592 59 2 5 92 592 5 9 2 592 592 592 592 592 594 594 594 594 594 594 594 596 596 596 596 596 596 5 9 6 596 596 596 596 596 5 96 598 59 8 598 5 98 598 598 598 59 8 598 598 598 598 598 598 598 598 59 8 598 598 598 598 598 598 600 600 600 600 600 60 0 60 0 600 600 600 600 600 6 0 0 600 600 600 600 600 600 60 0 600 600 600 600 600 600 600 600 602 602 602 602 602 602 602 602 602 602 602 602 602 602 602 602 602 602 602 602 60 2 602 602 6 0 2 602 602 602 6 02 602 602 60 2 602 602 602 602 602 602 602 602 602 602 602 602 602 604 6 0 4 6 0 4 604 604 6 04 604 604 604 6 04 6 0 4 604 604 6 04 604 604 604 604 604 604 60 4 6 04 604 604 60 4 604 604 6 0 4 6 0 4 604 604 604 6 04 604 604 60 4 606 606 606 606 606 606 606 606 60 6 606 6 0 6 606 60 6 6 0 6 606 606 606 60 6 606 606 606 606 606 606 606 606 6 0 6 606 606 606 606 606 606 60 6 606 60 6 606 606 6 06 606 606 606 606 606 6 06 6 0 6 606 606 606 60 6 606 606 606 606 608 608 608 608 60 8 608 608 608 608 608 6 08 6 0 8 608 608 608 608 608 6 0 8 608 608 608 608 608 6 08 608 608 608 6 0 8 608 608 6 08 608 608 608 608 608 60 8 608 6 0 8 608 608 608 608 610 612 SHLDR 11' LANE 11' LANE SHLDR [ FM 1385 EXIST ROW EXIST ROW 3 : 1 M AX 4 : 1 U S U A L 3 : 1 M A X 4 : 1 U S UA L 3 : 1 M AX 2% 2% 0-3' 0-3' (22'-28') 4 : 1 U S UA L DITCH 3 : 1 M AX 4 : 1 U S UA L DITCH ROW VARIES 80'-120' (90' USUAL) 0-6' 0-6' 2 . 0 % 2' LANE LANE 12' 12' 14' FOC 1' SDW LK FOC FOC 42' 2' 12' 1' 2 . 0 % SDWLK LANE 14' LANE 12' FOC ULT. LANE ULT. LANE 18' MEDIAN 29' ROADWAY 29' ROADWAY FOC 1.5% 2' 1.5% 2' FOC PGL BORDER BORDER 25' USUAL [ FM 1385 PRO P ROW 4 : 1 ( U S UA L ) 3 : 1 ( M A X ) 4 : 1 ( U S UA L ) 3 : 1 ( M AX ) 3' 3' 5' 5' PROP ROW (150' USUAL) 0.5' 0.5' 50' 50' 0.5' 0.5' 25' USUAL 16.5' 16.5' LANE LANE EXIST ROW EXIST ROW 2% 2% 20' ROW 90' 45' 45' 10' 10' [ MUSTANG RD 4 : 1 U S UA L 3 : 1 M AX 4 : 1 U S UA L 0-6' DITCH 3 : 1 M A X 3 : 1 M A X 4 : 1 U S UA L 3 : 1 M A X 4 : 1 U S UA L 0-6' DITCH PGL 2 . 0 % 1' LANE 14' PRO P ROW 4 : 1 ( M A X ) 4 : 1 ( U S UA L ) 5' SDW LK 18' 40' 1' 2 . 0 % 4 : 1 ( M AX ) 4 : 1 ( U S UA L ) 5' SDW LK LANE 14' 40' PRO P ROW MEDIAN 3' PGL FOC 0.5' 3' 1.5% VARIES 1.5% 2' 1.5% 1.5% 0.5' 2' FOC FOC VARIES PGL BORDER 20' USUAL 20'USUAL BORDER FOC FOC LANE 12' LANE 12' [ MUSTANG RD PROP ROW (120' USUAL) PROP/EX IST ROW STA 625+79 TO 630+24 STA 614+55 TO 619+00 STA 602+94 TO 607+39 STA 575+20 TO 579+65 STA 560+82 TO 565+27 TYPICAL SECTION PROPOSED FM 1385 STA 632+36 TO 636+81 STA 619+80 TO 624+25 STA 608+80 TO 613+25 STA 597+19 TO 601+64 STA 591+68 TO 596+13 STA 585+91 TO 590+36 STA 568+71 TO 573+16 TYPICAL SECTION PROPOSED FM 1385 2 . 0 % 2' LANE LANE FOC 12' 12' 14' FOC SDWLK 2' 29' 1' 12' 2 . 0 % 3' SDWLK 2' LANE 14' LANE 12' FOC PGL FOC ULT. LANE 3' ULT. LANE TURN 12' LANE TURN 6' PGL FOC FOC 50.5' 50.5' MEDIAN 2' 2' 30' ROADWAY 42' ROADWAY BORDER BORDER 4 : 1 ( M AX ) 1.5% 4 : 1 ( M AX ) 1.5%(USUAL) 1.5% 1.5%(USUAL) 4 : 1 ( M AX ) 4 : 1 ( M AX ) 5' PRO P ROW 5' 24.5' 150' ROW 2 . 0 % 2' LANE LANE FOC 12' 12' 14' FOC SDW LK 2' 29' 1' 12' 2 . 0 % 3' SDW LK 2' LANE 14' LANE 12' FOC PGL PRO P ROW FOC ULT. LANE 3' ULT. LANE TURN 12' LANE TURN 6' PGL FOC FOC 50.5' 50.5' MEDIAN 2' 2' 30' ROADWAY 42' ROADWAY BORDER BORDER 4 : 1 ( M AX ) 1.5% 4 : 1 ( M AX ) 1.5%(USUAL) 1.5% 1.5%(USUAL) 4 : 1 ( M AX ) 4 : 1 ( M AX ) 5' 5' 24.5' 150' ROW 6" 6" 6" 6" 24.5' 16.5' 16.5' 24.5' 16.5' 6" 6" 6" 6" 16.5' 100' STORAGE 345' 100' TAPER (UNLESS NOTED OTHERWISE) DECELERATION 3 ' R 211' R 211' R EXI ST ROW PROP/EX IST ROW N.T.S TYPICAL LEFT-TURN BAY DETAILS (45 MPH) N.T.S 100' STORAGE 160' 50' TAPER (UNLESS NOTED OTHERWISE) DECELERATION TYPICAL LEFT-TURN BAY DETAILS (30 MPH) 60' R 60' R [ FM 1385 [ FM 1385 TYPICAL SECTION EXISTING FM 1385 STA 558+00 TO 635+00 TYPICAL SECTION PROPOSED FM 1385 TYPICAL SECTION EXISTING MUSTANG RD TYPICAL SECTION PROPOSED MUSTANG RD FLOW FLOW FLOW FLOW J O E AL L E N R D CO TT ON T R A I L F M 1385 F M 1385 F M 1385 F M 1385 FM 1385 FM 1385 M US T ANG R D CHURCH BAPTIST MUSTANG [ FM1385 [ FM1385 [ FM1385 [ FM1385 P R O P 3 ' X 3 ' S BC S T A 618 + 3 7 . 22 C U L V E R T 16 PRMUST3-1 PRMUST3-2 PRMUST3-3 PRMUST3-4 [ MUSTANG RD STA 108+50.44 [ FM1385 STA 574+17.21= [ MUSTANG RD PROP ROW PROP ROW P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW E X I S T R O W PROP ROW PROP ROW PROP R O W PR OP ROW P RO P R O W E XIS T RO W E XIS T R O W P R O P 7 ' x 6 . 5 ' S BC S T A 627 + 8 4 . 69 C U L V E R T 17 FM1385-102 FM1385-104 FM1385-103 F M 1385 - 10 5 P R O P R O W P R O P R O W P R O P R O W
Transcript of Texas Department of Transportation R...future project (by others) existing culvert proposed culvert...
EXI
STI
NG
PR
OP
OS
ED
ROLL 6 OF 9ROLL 6 OF 9
GOVERNMENTS.
PHASE IN COORDINATION WITH THE LOCAL
BE DETERMINED IN THE PS&E DEVELOPMENT
FINAL LOCATION OF MEDIAN OPENINGS WILL
COORDINATION WITH LOCAL GOVERNMENT.
MEDIAN OPENINGS WERE DETERMINED IN
NOTE:
GOVERNMENTS.
PHASE IN COORDINATION WITH THE LOCAL
BE DETERMINED IN THE PS&E DEVELOPMENT
FINAL LOCATION OF MEDIAN OPENINGS WILL
COORDINATION WITH LOCAL GOVERNMENT.
MEDIAN OPENINGS WERE DETERMINED IN
NOTE:
PRELIMINARY
OR BIDDING PURPOSES
NOT INTENDED FOR CONSTRUCTION
PR
OP
OS
ED
EXI
STI
NG
LEGEND:
PROPOSED MAINLANES
PROPOSED ROW
PROPOSED CENTERLINE/BASELINE
PROPOSED CROSS STREETS
PROPOSED DRIVEWAYS
EXISTING EASEMENT
PROPOSED BRIDGE STRUCTURES
PROPOSED SIDEWALKS
PROPOSED ROW
PROPOSED CENTERLINE/BASELINE
EXISTING EASEMENT
FLOODWAY LIMITS
100 YR FLOODPLAIN LIMITS
DIRECTION OF TRAVELDIRECTION OF TRAVEL
STREAM FLOW
DISPLACEMENTS
PAVEMENT REMOVAL
APPARENT EXISTING ROW
XX
XXX-X
FUTURE PROJECT (BY OTHERS)
EXISTING CULVERT
PROPOSED CULVERT
CURVE NUMBER
PROPERTY OWNERSHIP LABELS
DENTON COUNTY APPRAISAL DISTRICT (AUGUST 2020).
14.OWNERSHIP INFORMATION SHOWN ON SCHEMATIC OBTAINED FROM
CONSTRUCTED TO JUSTIFY THE INSTALLATION OF TRAFFIC SIGNALS.
ANALYSIS WILL BE REQUIRED AFTER INTERSECTIONS ARE
12.AS PER MUTCD REQUIREMENTS, A TRAFFIC SIGNAL WARRANT
(MARCH 2020).
PROVIDED BY TP&P. TRAFFIC VOLUMES APPROVED BY TXDOT TP&P
11.TRAFFIC VOLUMES BASED ON TRAFFIC COUNTS AND GROWTH RATES
MOVEMENTS.
10.WB-62 DESIGN VEHICLE WAS USED IN EVALUATION OF TURNING
PROJECT.
AND WILL BE DEVELOPED DURING THE PS&E PHASE OF THE
9. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN
8. ALL CURBS ARE TYPE II (6") (UNLESS NOTED OTHERWISE).
IS LOCATED WITHIN ACCESS DENIAL LIMITS SHOWN.
GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE AND/OR
DURING DETAILED DESIGN STAGE AND COORDINATION WITH LOCAL
7. EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS DETERMINED
FROM FIELD SURREY FOR INFORMATIONAL PURPOSES ONLY.
6. EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS OBTAINED
FEMA FLOOD INSURANCE RATE MAP 48121C0270G.
5. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON
OF CURB UNLESS NOTED OTHERWISE.
4. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE
3. SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL.
THE LOCAL GOVERNMENTS.
IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH
2. FINAL LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED
APRIL 2020 AND RECORD PLANS
ARE BASED ON EXISTING PLANS AND AERIAL SURVEYS DATED
1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS
NOTES:
Lina T. Ramey & Associates, Inc.
TBPE Registration No. F-782
Farmers Branch, Texas 75234
3320 Belt Line Rd
ROLL OF 9
DENTON COUNTY
C 2020 by Texas Department of Transportation, All Rights Reserved
FM 1385
CSJ: 1315-01-030
FROM: US 380 TO FM 455
Lina T. Ramey & Associates, Inc.
TBPE Registration No. F-782
Farmers Branch, Texas 75234
3320 Belt Line Rd
ROLL OF 9
C 2020 by Texas Department of Transportation, All Rights Reserved
500 200
0 10
HORIZ SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
DATE SUBMITTED
DATE APPROVED
DATE REVISED
(TX PE NO. 66648)
20
R
of TransportationTexas Department
100 150
155
PROJECT LENGTH: 12.03 MILES
9/11/2020
PERMIT PURPOSES
BIDDING, OR
CONSTRUCTION,
NOT INTENDED FOR
DISTRICT ENGINEER
MOHAMED K. BUR, P.E.
DESIGN SCHEMATIC
DALLAS DISTRICT
DENTON COUNTY
DESIGN SPEED: 45 mph (FM 1385)
30 mph (CROSS-ST)
FUNCTIONAL CLASS: URBAN MAJOR COLLECTOR
N.T.S.
LOCATION MAP
SEPTEMBER 2020
FM 1385
CSJ: 1315-01-030
FROM: US 380 TO FM 455
R
of TransportationTexas Department
PROJECT LENGTH: 12.03 MILES
DISTRICT ENGINEER
MOHAMED K. BUR, P.E.
DESIGN SCHEMATIC
DALLAS DISTRICT
DENTON COUNTY
DESIGN SPEED: 45 mph (FM 1385)
30 mph (CROSS-ST)
FUNCTIONAL CLASS: URBAN MAJOR COLLECTOR
DENTON COUNTY
500 200
0 10
HORIZ SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
DATE SUBMITTED
DATE APPROVED
DATE REVISED
20
100 150
155
9/11/2020
PERMIT PURPOSES
BIDDING, OR
CONSTRUCTION,
NOT INTENDED FOR
N.T.S.
LOCATION MAP
SEPTEMBER 2020
FM 1385 STA. 820+58.63END CSJ: 1315-01-030
END PROJECT
FM 1385 STA 100+51.21BEGIN CSJ: 1315-01-030
BEGIN PROJECTAH 500+00.00BK 415+00.00=STATION EQN.FM 1385 STA. 820+58.63
END CSJ: 1315-01-030END PROJECT
FM 1385 STA 100+51.21BEGIN CSJ: 1315-01-030
BEGIN PROJECTAH 500+00.00BK 415+00.00=STATION EQN.
Dallas, Texas 75243
9330 LBJ Frwy, Ste. 1150
TBPE Firm Registration No. 6981
Dallas, Texas 75243
9330 LBJ Frwy, Ste. 1150
TBPE Firm Registration No. 6981
TIMOTHY M. NESBITT, P.E.
(TX PE NO. 100239)
HOWARD COLUMBUS GIBBS III, P.E.
(TX PE NO. 66648)
TIMOTHY M. NESBITT, P.E.
(TX PE NO. 100239)
HOWARD COLUMBUS GIBBS III, P.E.
ROLL 9: STRITTMATTER RD TO FM 455 - STA 791+00 TO STA 820+58.63
TO STA 791+00
ROLL 8: NORTH OF FREINDSHIP RD TO STRITTMATTER RD - STA 713+00
STA 635+00 TO STA 713+00
ROLL 7: NORTH OF JOE ALLEN RD TO NORTH OF FREINDSHIP RD -
STA 635+00
ROLL 6: MUSTAND CREEK TO NORTH OF JOE ALLEN RD - STA 558+00 TO
STA 558+00
ROLL 5: NORTH OF FM 428 WEST TO MUSTANG CREEK - STA 397+00 TO
STA 397+00
ROLL 4: RANCHETTE RD TO NORTH OF FM 428 WEST - STA 322+00 TO
STA 322+00
ROLL 3: NORTH OF WINN RIDGE RD TO RANCHETTE RD - STA 245+00 TO
TO STA 245+00
ROLL 2: UNION PARK BLVD TO NORTH OF WINN RIDGE RD - STA 170+00
ROLL 1: US 380 TO UNION PARK BLVD - STA 100+51.21 TO STA 170+00
INDEX OF SHEETS:
ROLL 9: STRITTMATTER RD TO FM 455 - STA 791+00 TO STA 820+58.63
TO STA 791+00
ROLL 8: NORTH OF FRIENDSHIP RD TO STRITTMATTER RD - STA 713+00
STA 635+00 TO STA 713+00
ROLL 7: NORTH OF JOE ALLEN RD TO NORTH OF FRIENDSHIP RD -
STA 635+00
ROLL 6: MUSTAND CREEK TO NORTH OF JOE ALLEN RD - STA 558+00 TO
STA 558+00
ROLL 5: NORTH OF FM 428 WEST TO MUSTANG CREEK - STA 397+00 TO
STA 397+00
ROLL 4: RANCHETTE RD TO NORTH OF FM 428 WEST - STA 322+00 TO
STA 322+00
ROLL 3: NORTH OF WINN RIDGE RD TO RANCHETTE RD - STA 245+00 TO
TO STA 245+00
ROLL 2: UNION PARK BLVD TO NORTH OF WINN RIDGE RD - STA 170+00
ROLL 1: US 380 TO UNION PARK BLVD - STA 100+51.21 TO STA 170+00
INDEX OF SHEETS:
EB1017
WB1100
WB1099WB1098
WB1102
100+00
105+00110+00
115+00
PO
T 100
+00.00
PC 103
+00.00
PR
C 104
+64.65
PT 106
+30.21
PC 111
+50.30
PR
C 113
+12.62
PT 114
+75.84
PO
T 117
+75.84
575
+00
600
600
600
600
600
602
602
602
602
602
602602
602602
602
602
EXISTING GROUND
FM1385
MUSTANG RD
[
COTTON TR
[
JOE ALLEN RD
[
[ FM 1385 & PGL
FL EL.= 600.79
PROP 3'X3' SBC
STA 618+37.22
CULVERT 16
FL EL.=593.04
PROP 5'X6.5' SBC
STA 627+84.56
CULVERT 17
+0.50 %
STA = 570+00.00
EL = 600.00
+0.50 % +0.36 %
L = 150.00
K = 1089
ex = -0.03'
STA = 604+50.00
EL = 612.50
+0.36 % -0.36 %
L = 150.00
K = 207
ex = -0.14'
STA = 628+00.00
EL = 604.00
-0.36 % +0.50 %
L = 150.00
K = 174
ex = 0.16'
STA = 632+50.00
EL = 606.25
+0.50 % -0.41 %
L = 150.00
K = 164
ex = -0.17'
EL
=605.94
VP
T 633
+25.00
EL
=605.88
VP
C 631
+75.00
EL
=604.38
VP
T 628
+75.00
EL
=604.27
VP
C 627
+25.00
EL
=612.23
VP
T 605
+25.00
EL
=612.23
VP
C 603
+75.00
EL
=600.27
VP
T 570
+75.00
EL
=599.63
VP
C 569
+25.00
EL
=594.13
VP
T 558
+25.00
PROP ID NAME MAILING ADDRESS
EB1017 GARDINER, ANDREW M & SHANNON 1101 DOUBLE B TRL
EB1018 GARDINER, ANDREW MAXWELL 1101 DOUBLE B TRL
EB1019 BROOKS, GERALD W 4300 COTTON GIN RD APT 201
EB1020 BROOKS, GERALD W 4300 COTTON GIN RD APT 201
EB1021 MCCUTCHIN, BENJAMIN C PO BOX 802043
EB1022 SCOTT, JACQUELINE ANN TR OF JACQUELINE ANN SAVINO REV LIVING TRUST 13465 COTTON TRL
EB1023 SCOTT, JACQUELINE ANN TR OF JACQUELINE ANN SAVINO REV LIVING TRUST 13465 COTTON TRL TX 76258-7696
EB1024 PHAM, HOA & TRAN,UYEN 717 BEAVER CREEK DR
EB1025 HOELZEL, TIMOTHY SHAWN PO BOX 631
EB1026 GENE MCCUTCHIN LTD III PO BOX 802043
EB1027 ALEXANDER, MICHAEL & JACQUELYN PO BOX 423
WB1091 SHEARER, LOWELL T TR W/LIFE ESTATE OF SHEARER LIVING TRUST 9943 FM 1385
WB1092 WILKINSON, PAUL VINCENT 1200 EDGEWOOD LN
WB1093 WILKINSON, MATTHEW JOHN 217 PEMBROOK ST
WB1094 WILKINSON, DANIEL CRAIG 7012 FM 2450
WB1095 BRAZOS ELEC POWER COOP INC 16410 N Eldridge Pkwy
WB1096 ATMOS ENERGY CORPORATION PO BOX 650205
WB1097 MOORE, G A JR & LOIS A 13007 MUSTANG RD
WB1099 MUSTANG BAPTIST CHURCH 13335 MUSTANG RD
WB1100 MUSTANG BAPTIST CHURCH 13335 MUSTANG RD
WB1101 MOORE, GARY & WELDON PRICE(TR) FOR MUSTANG BAPTIST CHURCH 13335 MUSTANG RD
WB1110 PEMMASANI INTERESTS LLC 9111 CYPRESS WATERS BLVD STE 300
560+00 565+00 570+00 575+00 580+00 585+00 590+00 595+00 600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00
593.98
594.25
594.50
594.75
595.00
595.25
595.50
595.75
596.00
596.25
596.50
596.75
597.00
597.25
597.50
597.75
598.00
598.25
598.50
598.75
599.00
599.25
599.50
599.75
599.97
600.18
600.36
600.54
600.72
600.91
601.09
601.27
601.45
601.63
601.81
601.99
602.17
602.36
602.54
602.72
602.90
603.08
603.26
603.44
603.62
603.80
603.99
604.17
604.35
604.53
604.71
604.89
605.07
605.25
605.43
605.62
605.80
605.98
606.16
606.34
606.52
606.70
606.88
607.07
607.25
607.43
607.61
607.79
607.97
608.15
608.33
608.51
608.70
608.88
609.06
609.24
609.42
609.60
609.78
609.96
610.14
610.33
610.51
610.69
610.87
611.05
611.23
611.41
611.59
611.78
611.96
612.14
612.30
612.36
612.30
612.14
611.96
611.78
611.60
611.41
611.23
611.05
610.87
610.69
610.51
610.33
610.15
609.97
609.79
609.61
609.43
609.24
609.06
608.88
608.70
608.52
608.34
608.16
607.98
607.80
607.62
607.44
607.26
607.07
606.89
606.71
606.53
606.35
606.17
605.99
605.81
605.63
605.45
605.27
605.09
604.90
604.72
604.54
604.36
604.20
604.16
604.27
604.50
604.75
605.00
605.25
605.50
605.75
605.98
606.08
606.02
605.84
605.63
605.42
605.22
CURVE DATA TABLE
CURVE NO. DELTA DEGREE TANGENT LENGTH RADUIS PI STA PC STA PT STA
FM1385-102 60 27' 17.69" 4 46' 2 699.19' 1,266.16 1200 563+37.48 556+38.29 569+04.46
FM1385-103 16 20' 27.32" 3 49' 1 215.36' 427.80 1500' 579+42.39 577+27.02 581+54.83
FM1385-104 15 46' 19.65" 3 49' 1 207.77' 412.91' 1500' 585+70.37 583+62.60 587+75.51
FM1385-105 0 19' 00.00" 0 17' 1 55.27' 110.54' 20000' 624+27.73 623+72.46 624+83.00
PRMUST3-1 8 59' 04.76" 5 27' 2 82.50' 164.65' 1050' 103+82.50 103+00.00 104+64.65
PRMUST3-2 9 02' 01.75" 5 27' 2 82.95' 165.55' 1050' 105+47.60 104+64.65 106+30.21
PRMUST3-3 8 51' 25.88" 5 27' 2 81.32' 162.32' 1050' 112+31.63 111+50.30 113+12.62
PRMUST3-4 8 54' 22.87" 5 27' 2 81.77' 163.22' 1050' 113+94.39 113+12.62 114+75.84
LIMITSPROJECT
LIMITSPROJECT
593.12
595.28
596.44
596.70
597.60
597.50
597.88
598.49
599.09
599.24
599.53
600.36
600.59
600.50
600.51
600.55
601.33
601.27
599.99
600.20
600.19
600.24
600.31
600.32
600.21
600.40
600.42
600.42
600.47
600.28
600.48
601.66
602.55
601.14
601.36
601.33
601.05
601.25
601.33
601.50
601.72
601.63
601.82
601.87
601.89
601.79
601.99
602.10
602.02
602.06
602.23
602.06
602.12
602.11
601.88
601.75
601.93
602.25
602.25
602.16
602.41
602.47
602.44
602.64
602.80
602.39
602.66
602.83
602.85
603.10
603.41
603.64
603.74
603.91
604.12
604.26
604.22
604.43
604.63
604.78
604.78
604.90
605.01
605.13
605.16
605.20
605.35
605.41
605.15
605.58
605.29
604.85
605.45
604.96
605.00
605.14
605.26
605.44
605.53
605.62
605.47
605.70
605.70
605.70
605.92
605.90
606.19
606.14
606.14
606.29
606.34
606.38
606.72
606.49
606.10
605.63
605.12
604.83
604.49
604.17
603.70
603.45
603.60
605.91
604.76
605.34
605.74
606.01
606.22
606.42
606.50
606.33
605.78
605.05
604.15
603.17
601.74
599.51
596.56
594.94
593.87
596.75
598.86
600.39
602.47
603.90
604.84
605.63
605.74
606.33
605.64
605.53
605.66
605.50
605.23
MA
TC
HLI
NE -
ST
A 635
+00
MA
TC
HLI
NE
ST
A - 558
+00
MA
TC
HLI
NE -
ST
A 635
+00
MATC
HLI
NE - ST
A 558+00
630
620
610
600
590
580
570
FM 1385 (45 MPH)630
620
610
600
590
580
570
FM 1385
MUSTANG RD
CHURCH
BAPTIST
MUSTANG
[
FM1385
PRMUST3-1
PRMUST3-2
PRMUST3-3
PRMUST3-4
[ MUSTANG RD STA 108+50.44
[ FM1385 STA 574+17.21=
[ MUSTANG RD
PROP ROWPROP ROWPROP ROW
EXIST ROW EXIST ROW
2025 ADT
2045 ADT
2055 ADT
LEGEND
{XXXX}
(XXXX)
ÂXXXXÃ
N.T.S.
TRAFFIC DIAGRAM - FM 1385
MA
TC
HLIN
E
MA
TC
HLIN
E
BY TPP. UPDATED MARCH, 2020 AND CORRIDOR INFORMATION PACKET PROVIDEDTRAFFIC PROJECTIONS BASED ON NCTCOG TDM
MU
ST
AN
G
RO
AD
TOTAL
3225
(4975)
{5500}
1650
(2525)
{2800}
1575
(2450)
{2700}
175
(225)
{250}
225
(350)
{400}
100
(175)
{200}
125
(175)
{200}
125
(175)
{200}
1450
(2275)
{2500}
1575
(2475)
{2750}
1575
(2450)
{2700}
300
(400)
{450}
FM 1385
SE
CTI
ON 3
ES
AL
CA
LC
UL
ATI
ON
CU
T
LI
NE
1475
(2300)
{2550}
125
(175)
{200}
100
(125)
{150}
602.9
Stockpile
Stockpile
603.5
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
Stockpile
EB1017
EB1019EB1020
EB1021EB1022
EB1023
EB1024EB1025
EB1026
WB1091
WB1092
WB1093
WB1094WB1095WB1097
WB1110
WB1101
EB1018
WB1096
WB1100
WB1099
WB1098 105
+00
110
+00
PC 103+00.00
PRC 104+64.
65
PT 106+30.21
PC 111+50.30
PRC 113+12.62
560+00
565+0
0
570+00 575+00
580+00
585+00
590+00595+00
600+00605+00
610+00615+00
620+00625+00
630+00635+00
PT 569
+04.46
PC 577
+27.02
PT 581
+54.83
PC 583
+62.60 PT 587
+75.51
PC 623
+72.46
PT 624
+83.00
586
588
590
590
590
592
592
592
592
592
592
592
592
592
592
594
594
594
594
594
594
594
596
596
596
596
596
596
596
596
596
596
596
596
596
598
598
598
598
598
598
598
598
598
598
598
598
598
598
598
598
598
598
598
598
598
598
598
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
602
602
602602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602
602602
602
602
602
602
602
602
602
602
602
602
602
604
604
604604604
604
604604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
604
606606
606
606
606 606606 606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
606 606
606
606
606
606
606
606
606
606
606
606
606
606
606
606
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
608
610
612
SHLDR
11'
LANE
11'
LANE SHLDR
[ FM 1385
EXI
ST
RO
W
EXI
ST
RO
W
3:1 MAX4:1 USUAL
3:1 MAX
4:1 USUAL
3:1
MAX
2%2%
0-3'0-3'
(22'-28')
4:1
USUAL
DITCH
3:1 MAX
4:1 USUAL
DITCH
ROW VARIES 80'-120' (90' USUAL)
0-6'0-6'
2.0%
2'
LANE LANE
12'
12' 14'
FO
C
1'
SD
WL
K
FO
C
FO
C
42'
2'
12'
1'
2.0%
SD
WL
K
LANE
14'
LANE
12'
FO
C
ULT.
LANEULT.
LANE
18'
MEDIAN
29'
ROADWAY
29'
ROADWAY
FOC
1.5%
2'
1.5%
2'
FOC
PGL
BORDER BORDER
25' USUAL
[ FM 1385
PR
OP
RO
W
4:1(USUAL)3:1(MAX)4:1
(USUAL)
3:1(MAX)
3'3' 5'5'
PROP ROW (150' USUAL)
0.5' 0.5'
50'50'
0.5'0.5'
25' USUAL
16.5'16.5'
LANE LANE
EXI
ST
RO
W
EXI
ST
RO
W
2%2%
20'
ROW 90'45' 45'
10' 10'
[ MUSTANG RD
4:1 USUAL
3:1
MAX4:1
USUAL
0-6'
DITCH
3:1 MAX3:1
MAX4:1 USUAL
3:1 MAX
4:1 USUAL
0-6'
DITCH
PGL
2.0%
1'
LANE
14'
PR
OP
RO
W
4:1(MAX)4:1
(USUAL)
5'
SD
WL
K
18'
40'
1'
2.0%4:1(MAX)
4:1(USUAL)
5'
SD
WL
K
LANE
14'
40'
PR
OP
RO
W MEDIAN
3'
PGL
FOC
0.5'
3'
1.5%
VARIES
1.5%
2'
1.5%1.5%
0.5'
2'
FOCFOC
VARIES
PGL
BORDER
20' USUAL 20'USUAL
BORDER
FO
C
FO
C
LANE
12'
LANE
12'
[ MUSTANG RD
PROP ROW (120' USUAL)
PR
OP/
EXI
ST
RO
W
STA 625+79 TO 630+24
STA 614+55 TO 619+00
STA 602+94 TO 607+39
STA 575+20 TO 579+65
STA 560+82 TO 565+27
TYPICAL SECTION
PROPOSED FM 1385
STA 632+36 TO 636+81
STA 619+80 TO 624+25
STA 608+80 TO 613+25
STA 597+19 TO 601+64
STA 591+68 TO 596+13
STA 585+91 TO 590+36
STA 568+71 TO 573+16
TYPICAL SECTION
PROPOSED FM 1385
2.0%
2'
LANE LANE
FOC12'
12' 14'
FO
C
SD
WL
K
2'
29'
1'
12'
2.0%
3'
SD
WL
K
2'
LANE
14'
LANE
12'
FOC
PGL
FO
C
ULT.
LANE
3'
ULT.
LANE
TURN
12'
LANE
TURN
6'
PGL
FO
C
FO
C
50.5' 50.5'
MEDIAN
2'2'
30'
ROADWAY
42'
ROADWAY
BORDERBORDER
4:1(MAX)
1.5%
4:1(MAX)
1.5%(USUAL)
1.5%
1.5%(USUAL)
4:1(MAX)
4:1(MAX)
5'
PR
OP
RO
W
5'
24.5'
150' ROW
2.0%
2'
LANELANE
FOC 12'
12'14'
FO
C
SD
WL
K
2'
29'
1'
12'
2.0%
3'
SD
WL
K
2'
LANE
14'
LANE
12'
FOC
PGL
PR
OP
RO
W
FO
C
ULT.
LANE
3'
ULT.
LANE
TURN
12'
LANE
TURN
6'
PGL
FO
C
FO
C
50.5'50.5'
MEDIAN
2' 2'
30'
ROADWAY
42'
ROADWAY
BORDER BORDER
4:1(MAX)
1.5%4:1
(MAX)
1.5%(USUAL)
1.5%
1.5%(USUAL)
4:1(MAX)
4:1(MAX)
5' 5'
24.5'
150' ROW
6"6"6"6"
24.5'
16.5'16.5'
24.5'
16.5'
6"6" 6" 6"
16.5'
100'
STORAGE
345'
100'
TAPER
(UNLESS NOTED OTHERWISE)
DECELERATION
3'R
211'
R
211'
R
EXI
ST
RO
W
PR
OP/
EXI
ST
RO
W
N.T.S
TYPICAL LEFT-TURN BAY DETAILS (45 MPH)
N.T.S
100'
STORAGE
160'
50'
TAPER
(UNLESS NOTED OTHERWISE)
DECELERATION
TYPICAL LEFT-TURN BAY DETAILS (30 MPH)
60'
R 60'
R
[ FM 1385 [ FM 1385
TYPICAL SECTION
EXISTING FM 1385
STA 558+00 TO 635+00
TYPICAL SECTION
PROPOSED FM 1385
TYPICAL SECTION
EXISTING MUSTANG RD
TYPICAL SECTION
PROPOSED MUSTANG RD
FL
OW
FL
OW
FL
OW
FL
OW
JO
E
ALLE
N
RD
CO
TT
ON
TR
AIL
FM 1385FM 1385
FM 1385FM 1385
FM 1385FM 1385
MU
ST
AN
G
RD
CHURCH
BAPTIST
MUSTANG
[ FM1385[ FM1385
[ FM1385
[ FM1385
PROP 3'X3' SBC
STA 618+37.22
CULVERT 16
PRMUST3-1
PRMUST3-2
PRMUST3-3
PRMUST3-4
[ MUSTANG RD STA 108+50.44
[ FM1385 STA 574+17.21=
[ MUSTANG RD
PROP ROW PROP ROW
PROP ROW
PROP ROW
PROP ROWPROP ROW
PROP ROWPROP ROW
PROP ROWPROP ROW
PROP ROWPROP ROW
PROP ROW
PROP ROW
EXIST ROWEXIST ROW EXIST ROW
EXIST ROWEXIST ROW
EXIST ROWEXIST ROW
EXIST ROWEXIST ROW
EXIST ROW
PROP ROW PROP ROW
PR
OP
RO
WP
RO
P
RO
WP
RO
P
RO
W
EXI
ST
RO
WE
XI
ST
RO
W
PROP 7'x6.5' SBCSTA 627+84.69
CULVERT 17
FM1385-102
FM1385-104
FM1385-103
FM1385-105
PROP ROW
PROP ROW
PROP ROW
