1
480 4 8 0 480 480 480 480 485 485 485 485 48 5 485 485 485 485 485 485 485 485 485 485 485 485 4 8 5 485 485 485 4 8 5 485 4 85 485 485 485 485 485 485 485 485 485 485 48 5 485 4 8 5 485 485 485 485 485 485 485 485 485 485 485 485 4 85 4 8 5 4 85 485 485 4 85 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 48 5 4 85 485 485 485 485 485 4 85 485 485 485 4 8 5 485 485 485 485 485 485 48 5 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 4 8 5 485 485 485 485 485 485 485 485 485 4 8 5 485 485 485 485 485 4 8 5 485 485 485 485 485 485 485 485 485 490 490 490 490 490 490 4 90 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 4 90 490 490 4 9 0 490 490 490 490 490 490 4 9 0 490 490 490 4 9 0 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 4 90 490 490 4 9 0 490 490 490 490 490 490 490 490 490 490 490 4 9 0 490 490 4 9 0 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 4 9 0 490 490 490 490 490 490 490 4 9 0 490 490 490 490 4 90 490 490 49 0 490 490 490 490 490 490 490 490 4 90 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 49 0 490 490 490 490 490 490 490 4 90 490 4 9 0 490 490 490 490 490 490 490 490 4 9 0 490 490 490 490 490 490 490 490 490 490 490 4 90 490 490 490 490 490 490 490 490 490 490 490 490 490 4 90 490 490 490 490 490 4 9 0 490 490 490 490 4 9 0 490 490 490 490 490 4 9 0 4 90 490 4 90 490 490 490 490 490 490 490 490 490 49 0 490 490 490 490 4 9 0 490 490 490 490 490 490 490 490 490 490 490 490 4 90 490 490 490 490 490 490 4 90 4 9 0 4 9 0 4 90 490 490 490 490 490 490 490 490 490 4 90 490 490 490 490 490 490 490 490 49 0 490 490 490 490 490 490 49 0 4 9 0 490 490 490 490 490 490 490 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 4 9 5 495 495 495 495 495 495 49 5 495 495 495 495 495 495 4 95 495 49 5 495 495 495 495 495 495 495 49 5 495 49 5 495 495 495 49 5 495 495 495 4 9 5 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 49 5 495 495 495 495 495 495 495 495 495 495 495 49 5 495 495 4 9 5 4 9 5 495 495 4 9 5 495 495 495 495 495 495 495 495 495 4 9 5 495 495 495 495 49 5 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 4 95 495 495 495 495 495 495 495 495 4 9 5 495 495 495 495 495 495 495 495 495 495 495 495 4 95 4 95 495 495 495 495 4 95 495 495 495 495 495 495 495 495 495 495 495 495 495 4 9 5 495 495 495 49 5 495 495 495 4 9 5 495 495 495 495 495 4 9 5 495 495 495 495 495 495 495 4 95 495 495 495 495 495 495 495 500 500 500 500 500 500 500 500 500 500 500 5 00 500 500 500 500 500 500 500 500 500 500 500 500 500 500 5 00 500 500 500 500 500 5 00 500 500 500 500 500 500 500 5 00 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 5 00 500 500 500 500 500 500 500 500 500 500 500 5 00 500 500 500 5 00 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 5 00 500 500 500 500 500 5 00 500 500 5 00 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 5 00 500 500 500 5 00 500 500 500 500 500 500 500 500 500 505 505 505 5 05 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 5 0 5 505 505 5 05 505 505 505 5 05 505 5 05 505 505 505 505 5 05 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 505 5 05 505 505 5 05 505 505 505 505 505 505 505 505 505 505 505 510 510 5 1 0 5 10 510 51 0 510 510 510 510 510 510 510 510 510 510 510 510 510 510 510 510 5 1 0 510 51 0 510 51 0 510 510 51 0 5 1 0 51 0 510 5 1 0 510 51 0 510 510 510 515 515 515 51 5 515 515 515 515 515 515 515 515 515 51 5 515 515 515 515 515 515 5 15 515 515 515 51 5 515 515 51 5 515 515 5 1 5 515 515 515 515 515 520 520 520 520 520 5 2 0 520 520 520 520 520 520 520 520 520 520 520 52 0 5 20 520 520 520 520 520 520 520 520 520 520 520 520 525 525 52 5 525 525 5 2 5 525 525 525 525 52 5 525 5 2 5 525 525 5 2 5 525 525 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 @ PSH205-S PGL PROP. GRADE @ PSH205-S PGL PROP. GRADE @ PSH205-S PGL EXIST GRND COLQUIT RD COLQUIT RD CR 233 TIMBER CT EXI ST GRND @ PGL EXI ST GRND @ PGL L L L B PSH205-S STA 31+45.36, FL=485.58 4-9'x4' MBC CULVERT B2 B PSH205-S STA 76+60.53, FL=491.22 4-4'x2' MBC CULVERT B4 B PSH205-S STA 12+31.00, FL=495.02 24" RCP CULVERT B1 503.3 500.9 500.9 500.7 500.3 500.1 499.8 499.0 498.8 498.5 498.1 497.6 497.4 497.3 497.0 496.8 496.2 496.2 495.5 494.9 494.6 494.2 493.9 493.6 493.7 493.4 493.1 492.9 493.0 493.2 492.9 492.7 492.8 492.7 493.1 493.3 493.2 493.5 493.7 493.7 493.9 494.0 494.1 494.2 493.9 494.0 493.9 493.7 493.7 493.6 493.6 493.3 493.2 493.2 493.3 493.4 493.7 493.8 494.0 494.2 494.4 494.6 495.0 495.2 495.4 495.8 496.0 496.3 496.8 497.0 497.2 497.6 498.0 498.5 498.7 499.3 499.4 499.8 500.2 500.7 501.3 501.6 502.4 502.9 503.7 504.5 505.1 506.1 506.9 507.6 508.4 509.2 510.3 511.5 512.5 513.8 515.0 515.9 516.8 517.7 519.1 520.0 521.2 522.2 523.1 524.2 525.0 @ PSH205-S PGL EXIST GRND PSH205- S STA 26+98. 69 PTI MB STA 10+00. 00 EL 495. 13 PSH205- S STA 72+82. 03 PCOLQ1 STA 10+00. 00 EL 495. 98 PSH205- S STA 89+44. 45 PCR233 STA 10+00. 00 EL 500. 97 500.37 500.63 501.04 500.64 500.12 499.60 499.09 498.57 497.99 497.30 496.70 496.80 496.80 495.93 494.96 494.72 495.13 495.00 495.31 495.00 494.52 494.52 495.00 495.31 495.00 494.52 494.52 495.00 495.31 495.35 495.35 494.88 494.78 495.39 496.10 496.82 497.53 498.21 498.12 497.32 496.75 496.44 496.75 497.25 497.75 498.25 498.75 499.25 499.75 500.25 500.75 501.25 501.75 502.25 502.75 509.47 511.21 512.96 514.70 516.44 518.15 519.27 519.80 520.30 520.80 521.30 521.80 522.30 522.80 523.32 524.31 525.76 PSH205- S STA 77+36. 89 PCOLQ2 STA 10+00. 00 EL 497. 82 503.25 503.75 504.48 505.99 507.73 PSH205- S ELEV @ PGL PSH205- S ELEV @ PGL 100' 100' 100' 4.8' BRIDGE DEPTH TX 46 BEAMS, ASSUME 494.85 494.85 494.56 494.88 494.52 494.52 495.00 WSEL= 495.35' 100 YR WSEL= 493.39' 100 YR WSEL= 497.24' 25 YR WSEL= 497.55' 100 YR WSEL= 491.44' 25 YR WSEL= 492.63 25 YR WSEL= 492.70' 100 YR WSEL= 494.58' 25 YR 495.00 494.69 495.00 495.31 495.00 495.13 496.50 498.50 500.50 502.09 502.26 501.01 499.35 497.69 496.03 494.91 494.88 495.35 495.35 494.88 494.56 VPI STA = 11+25.00 EL = 499.97 (-) 1 . 00 % L = 150.00 K = 80 ex = 0.35' VPI STA = 12+75.00 EL = 501.29 ( + ) 0 . 8 8 % (-) 0 . 52 % L = 150.00 K = 107 ex = -0.26' VPI STA = 18+73.53 EL = 498.19 (-) 0 . 52 % L = 150.00 K = 824 ex = -0.03' VPI STA = 21+25.00 EL = 496.43 ( - ) 0 . 70 % ( + ) 0 . 50 % L = 150.00 K = 125 ex = 0.22' VPI STA = 22+75.00 EL = 497.18 (-) 1 . 00 % L = 150.00 K = 100 ex = -0.28' VPI STA = 25+50.00 EL = 494.43 ( + ) 0 . 51 % L = 150.00 K = 99 ex = 0.28' VPI STA = 27+30.00 EL = 495.35 L = 150.00 K = 148 ex = -0.19' VPI STA = 32+00.00 EL = 495.50 (-) 0 . 50 % L = 150.00 K = 150 ex = -0.19' VPI STA = 34+50.00 EL = 494.25 ( + ) 0 . 50 % L = 150.00 K = 150 ex = 0.19' VPI STA = 37+00.00 EL = 495.50 (-) 0 . 50 % L = 150.00 K = 150 ex = -0.19' ( + ) 0 . 50 % VPI STA = 42+00.00 EL = 495.50 L = 150.00 K = 150 ex = -0.19' VPI STA = 68+50.00 EL = 495.63 (-) 0 . 5 0 % L = 150.00 K = 150 ex = -0.19' VPI STA = 70+75.00 EL = 494.50 ( + ) 0 . 71 % L = 150.00 K = 124 ex = 0.23' VPI STA = 76+50.00 EL = 498.60 ( + ) 0 . 71 % (- ) 0 . 90 % L = 150.00 K = 93 ex = -0.30' VPI STA = 78+00.00 EL = 497.25 L = 150.00 K = 375 ex = 0.08' VPI STA = 80+00.00 EL = 496.25 (-) 0 . 50 % ( + ) 0 . 50 % L = 150.00 K = 150 ex = 0.19' VPI STA = 104+50.00 EL = 519.05 ( + ) 1 . 74 % ( + ) 0 . 5 0 % L = 150.00 K = 121 ex = -0.23' VPI STA = 113+50.00 EL = 523.55 ( + ) 0 . 50 % ( + ) 1 . 4 7 % L = 150.00 K = 154 ex = 0.18' VPC STA 10+50.00 EL=500.72 VPT STA 12+00.00 EL=500.63 VPC STA 12+00.00 EL=500.63 VPT STA 13+50.00 EL=500.90 VPC STA 17+98.53 EL=498.58 VPT STA 19+48.53 EL=497.66 VPC STA 20+50.00 EL=496.95 VPT STA 22+00.00 EL=496.80 VPC STA 22+00.00 EL=496.80 VPT STA 23+50.00 EL=496.43 VPC STA 24+75.00 EL=495.18 VPT STA 26+25.00 EL=494.81 VPC STA 26+55.00 EL=494.97 VPT STA 28+05.00 EL=494.98 VPC STA 31+25.00 EL=495.13 VPT STA 32+75.00 EL=495.13 VPC STA 33+75.00 EL=494.62 VPT STA 35+25.00 EL=494.62 VPC STA 36+25.00 EL=495.12 VPT STA 37+75.00 EL=495.12 VPC STA 41+25.00 EL=495.13 VPT STA 42+75.00 EL=495.12 VPC STA 67+75.00 EL=495.25 VPT STA 69+25.00 EL=495.25 VPC STA 70+00.00 EL=494.88 VPT STA 71+50.00 EL=495.03 VPC STA 75+75.00 EL=498.07 VPT STA 77+25.00 EL=497.93 VPC STA 77+25.00 EL=497.93 VPT STA 78+75.00 EL=496.88 VPC STA 79+25.00 EL=496.63 VPT STA 80+75.00 EL=496.63 VPC STA 103+75.00 EL=517.74 VPT STA 105+25.00 EL=519.43 VPC STA 112+75.00 EL=523.17 VPT STA 114+25.00 EL=524.65 VPI STA = 96+00.00 EL = 504.25 ( + ) 0 . 50 % ( + ) 1 . 74 % L = 150.00 K = 121 ex = 0.23' VPC STA 95+25.00 EL=503.88 VPT STA 96+75.00 EL=505.56 CSJ: 0451-02-028 MATCH EXISTING PAVEMENT BEGIN SH 205 SOUTH PROJECT STA 10+30.82, EL=500.91' VPI STA = 64+50.00 EL = 495.13 (-) 0 . 50 % L = 150.00 K = 150 ex = -0.19' VPI STA = 66+00.00 EL = 494.38 ( + ) 0 . 50 % L = 150.00 K = 150 ex = 0.19' VPC STA 63+75.00 EL=494.75 VPT STA 65+25.00 EL=494.75 VPC STA 65+25.00 EL=494.75 VPT STA 66+75.00 EL=494.75 BEGIN BRIDGE STA 51+00.00 EL=500.50 VPI STA = 29+50.00 EL = 494.25 (-) 0 . 5 0 % ( + ) 0 . 50 % L = 150.00 K = 150 ex = 0.19' VPC STA 28+75.00 EL=494.63 VPT STA 30+25.00 EL=494.63 VPI STA = 39+50.00 EL = 494.25 L = 150.00 K = 150 ex = 0.19' VPC STA 38+75.00 EL=494.63 VPT STA 40+25.00 EL=494.63 END BRIDGE STA 54+00.00 EL=501.01 VPI STA = 44+00.00 EL = 494.50 (-) 0 . 50 % ( + ) 0 . 50 % L = 150.00 K = 150 ex = 0.19' VPI STA = 46+00.00 EL = 495.50 (-) 0 . 50 % L = 150.00 K = 150 ex = -0.19' VPI STA = 48+00.00 EL = 494.50 ( + ) 2 . 00 % L = 200.00 K = 80 ex = 0.63' VPI STA = 52+50.00 EL = 503.50 ( + ) 2 . 00 % (- ) 1 . 66 % L = 250.00 K = 68 ex = -1.14' VPI STA = 58+00.00 EL = 494.38 (-) 1 . 66 % ( + ) 0 . 50 % L = 200.00 K = 93 ex = 0.54' VPI STA = 60+50.00 EL = 495.63 L = 150.00 K = 150 ex = -0.19' VPI STA = 63+00.00 EL = 494.38 (-) 0 . 5 0 % ( + ) 0 . 50 % L = 150.00 K = 150 ex = 0.19' VPC STA 43+25.00 EL=494.88 VPT STA 44+75.00 EL=494.88 VPC STA 45+25.00 EL=495.13 VPT STA 46+75.00 EL=495.13 VPC STA 47+00.00 EL=495.00 VPT STA 49+00.00 EL=496.50 VPC STA 51+25.00 EL=501.00 VPT STA 53+75.00 EL=501.43 VPC STA 57+00.00 EL=496.03 VPT STA 59+00.00 EL=494.88 VPC STA 59+75.00 EL=495.25 VPT STA 61+25.00 EL=495.25 VPC STA 62+25.00 EL=494.75 VPT STA 63+75.00 EL=494.75 3,500 4,000 2,200 1,900 2,200 1,200 9,600 10,800 6,000 9,100 10,300 5,700 4,300 4,900 2,700 3,400 3,800 2,100 3,300 18,400 20,700 13,300 14,900 8,300 5,300 5,900 11,500 300 400 200 11,200 12,600 7,000 500 600 300 CR 2 33 US 80 C O L QUI TT R OAD TI MB ER CT R D C OL QUITT DR I VE W A L MART FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION INTENDED PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: TBPE FIRM #F-312 HALFF ASSOCIATES, INC. P.E. NO. 103650 DATE NAME JEREMY W. MCGAHAN DALLAS DISTRICT JAMES K. SELMAN, P.E., DISTRICT ENGINEER PROJECT LENGTH: FUNCTIONAL CLASSIFICATION: AVERAGE DAILY TRAFFIC: LEGEND: 45 MPH 33,100 (2014) 53,200 (2034) GENERAL NOTES: SUBMITTED: DATE APPROVED: DATE C 2016 by Texas Department of Transportation all rights reserved 12/02/2016 T XDO T DA LL A S D I S T R I C T TEXAS COUNTY MAP N.T.S. DESIGN SPEED: URBAN ARTERIAL TEXAS DEPARTMENT OF TRANSPORTATION 400 300 200 100 0 HORIZONTAL SCALE: 20 30 40 10 0 VERTICAL SCALE: 13.07 MILES COUNTIES,TEXAS KAUFMAN AND ROCKWALL R EXISTING ROW EXISTING PROPERTY LIMITS POTENTIAL DISPLACEMENTS PROPOSED ROW PROPOSED EDGE OF PAVEMENT 100 YR FLOODPLAIN LIMITS PROPOSED EASEMENT DIRECTION OF TRAVEL PROPOSED BRIDGE PROPOSED SIDEWALK PROPOSED SH 205 BASELINE PAVEMENT / BRIDGE TO BE REMOVED PROPOSED PAVEMENT PROPOSED CROSS STREET BASELINE PROPOSED TRANSITION BASELINE EXISTING WATER EXISTING FIBER OPTIC EXISTING TELEPHONE / CABLE EXISTING ELECTRIC EXISTING WASTEWATER EXISTING GAS LINE PROPOSED CULVERT EXISTING CULVERT PROPOSED BRIDGE BENT/ABUTMENT PROPOSED BRIDGE RAIL FLOW ARROW CURB RAMP FLOODWAY LIMITS EXISTING 5FT CONTOURS SHALL REQUIRE CONSTRUCTION LICENSE AGREEMENT. CONSTRUCTION OF DRIVEWAYS OUTSIDE OF EXISTING AND PROPOSED RIGHT OF WAY DOCUMENTS AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS OBTAINED FROM RECORD RATE MAPS DATED AUGUST 2015. APPROXIMATE 100 YEAR FLOOD PLAIN LIMITS ARE BASED UPON FEMA FLOOD INSURANCE RECONSTRUCTION WILL BE REMOVED (UNLESS NOTED OTHERWISE). EXISTING PAVEMENT AND BRIDGES LOCATED WITHIN LIMITS OF PROPOSED THE LOCAL GOVERNMENTS. OPENING LOCATIONS TO BE DETERMINED DURING PS&E AND IN COORDINATION WITH MEDIAN OPENINGS ARE PRELIMINARY AND SUBJECT TO CHANGE. FINAL MEDIAN PS&E DESIGN. DRIVEWAY LOCATIONS ARE PRELIMINARY AND WILL BE FURTHER DEVELOPED DURING 30', AND DRIVEWAY INTERSECTION CURVE RADII ARE 15' (UNLESS NOTED OTHERWISE). MAJOR INTERSECTION CURVE RADII ARE 50', MINOR INTERSECTION CURVE RADII ARE (MARCH 2015). AVERAGE DAILY TRAFFIC VOLUME PROJECTIONS DEVELOPED BY TXDOT TP&P PS&E DESIGN. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) WILL NOT BE DEVELOPED UNTIL THE SPECIFIC TYPE OF BRIDGE RAIL WILL BE DETERMINED DURING PS&E DESIGN. THE PGL. SUPERELEVATION TRANSITIONS ARE LINEAR WITH THE AXIS OF ROTATION LOCATED AT PAVEMENT OR NOMINAL FACE OF RAIL/CURB/BARRIER (UNLESS NOTED). ALL CURBS ARE TYPE II (UNLESS NOTED. DIMENSIONS ARE TO EDGE OF UNCURBED ROCKWALL, AND COLLIN COUNTIES APPRAISAL DISTRICT (JUNE 2015). PARCEL LIMITS AND OWNERSHIP INFORMATION WERE COLLECTED FROM THE KAUFMAN, TOPOGRAPHY DATA WAS COLLECTED IN APRIL OF 2015. AND RECORD PLANS. NOT ALL EXISTING FEATURES WERE FIELD SURVEYED. AERIAL THE SCHEMATIC LAYOUTS ARE BASED ON LIMITED FIELD SURVEY, AERIAL TOPOGROPHY 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. ROLL OF 7 MARCH 2017 CSJ'S: 0451-01-053, 0451-02-028 COUNTIES, TEXAS KAUFMAN AND ROCKWALL FROM US 80 TO NORTH OF FM 549 SH 205 DESIGN SCHEMATIC H U B B A R D L A K E R AY L AK E L A VON R O C K WA LL CHISHOLM Mc LE NNDO N - TE RR ELL G R EE NV I LLE ME S QU I TE DA L L A S GA R L AND R I C HA R D S ON PLANO ALLEN LAVON N.T.S. LOCATION MAP STA 10+30.82 CSJ: 0451-02-028 BEGIN SH 205 PROJECT STA 10+30.82 CSJ: 0451-02-028 BEGIN SH 205 PROJECT STA 10+30.82 CSJ: 0451-02-028 BEGIN SH 205 PROJECT STA 10+30.82 CSJ: 0451-02-028 BEGIN SH 205 PROJECT STA 10+30.82 CSJ: 0451-02-028 BEGIN SH 205 PROJECT STA 338+04.49 BEGIN CSJ: 0451-01-053 END CSJ: 0451-02-028 STA 338+04.49 BEGIN CSJ: 0451-01-053 END CSJ: 0451-02-028 STA 338+04.49 BEGIN CSJ: 0451-01-053 END CSJ: 0451-02-028 STA 338+04.49 BEGIN CSJ: 0451-01-053 END CSJ: 0451-02-028 STA 338+04.49 BEGIN CSJ: 0451-01-053 END CSJ: 0451-02-028 STA 700+00.00 CSJ: 0451-01-053 END SH 205 PROJECT STA 700+00.00 CSJ: 0451-01-053 END SH 205 PROJECT STA 700+00.00 CSJ: 0451-01-053 END SH 205 PROJECT STA 700+00.00 CSJ: 0451-01-053 END SH 205 PROJECT STA 700+00.00 CSJ: 0451-01-053 END SH 205 PROJECT FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION INTENDED PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: TBPE FIRM #F-312 HALFF ASSOCIATES, INC. P.E. NO. 103650 DATE NAME JEREMY W. MCGAHAN DALLAS DISTRICT JAMES K. SELMAN, P.E., DISTRICT ENGINEER PROJECT LENGTH: FUNCTIONAL CLASSIFICATION: AVERAGE DAILY TRAFFIC: 45 MPH 33,100 (2014) 53,200 (2034) SUBMITTED: DATE APPROVED: DATE C 2016 by Texas Department of Transportation all rights reserved 12/02/2016 T XDO T DA LL A S D I S T R I C T TEXAS COUNTY MAP N.T.S. DESIGN SPEED: URBAN ARTERIAL TEXAS DEPARTMENT OF TRANSPORTATION 400 300 200 100 0 HORIZONTAL SCALE: 20 30 40 10 0 VERTICAL SCALE: 13.07 MILES COUNTIES,TEXAS KAUFMAN AND ROCKWALL R ROLL OF 7 MARCH 2017 CSJ'S: 0451-01-053, 0451-02-028 COUNTIES, TEXAS KAUFMAN AND ROCKWALL FROM US 80 TO NORTH OF FM 549 SH 205 DESIGN SCHEMATIC H U B B A R D L A K E R AY L AK E L A VON R O C K WA L L CHISHOLM Mc LE NNDON - TE RR ELL G R EE NV I LLE ME S QU I TE DA L L A S GA R L AND R I C HA R D S ON PLANO ALLEN LAVON N.T.S. LOCATION MAP STA 10+30.82 CSJ: 0451-02-028 BEGIN SH 205 PROJECT STA 10+30.82 CSJ: 0451-02-028 BEGIN SH 205 PROJECT STA 10+30.82 CSJ: 0451-02-028 BEGIN SH 205 PROJECT STA 10+30.82 CSJ: 0451-02-028 BEGIN SH 205 PROJECT STA 10+30.82 CSJ: 0451-02-028 BEGIN SH 205 PROJECT STA 338+04.49 BEGIN CSJ: 0451-01-053 END CSJ: 0451-02-028 STA 338+04.49 BEGIN CSJ: 0451-01-053 END CSJ: 0451-02-028 STA 338+04.49 BEGIN CSJ: 0451-01-053 END CSJ: 0451-02-028 STA 338+04.49 BEGIN CSJ: 0451-01-053 END CSJ: 0451-02-028 STA 338+04.49 BEGIN CSJ: 0451-01-053 END CSJ: 0451-02-028 STA 700+00.00 CSJ: 0451-01-053 END SH 205 PROJECT STA 700+00.00 CSJ: 0451-01-053 END SH 205 PROJECT STA 700+00.00 CSJ: 0451-01-053 END SH 205 PROJECT STA 700+00.00 CSJ: 0451-01-053 END SH 205 PROJECT STA 700+00.00 CSJ: 0451-01-053 END SH 205 PROJECT EXISTING TYPICAL SECTIONS PROPOSED TYPICAL SECTIONS 1 1 E X I S T R O W TYP 38' TYP 38' LN 12' LN 12' L 120' TYP ROW SH 10' SH 10' 44' 1 1 E X IS T R O W E X I S T R O W TYP 36' TYP 36' L 120' TYP ROW 1 TRN 1 TRN LN 12' LN 12' 0 1 - ' 1 0 1 - ' 1 1 1 EX I S T R O W E X I S T R O W L TRN TRN SH 20'-190' 28'-312' 6' 4' - - 1 4 ' LN LN 4 LN 6 4 TRN 2 70'-74' 120'-576' ROW - 8 ' ' 6 1 1 E X I S T R O W E XI S T R O W SH 10' L 120' TYP ROW 2 TRN 30'-38' 22'-36' 2 TRN 46'-68' - 1 2 ' 3 LN 4 2 LN 4 2 44'-48' EX I S T R O W 2.0% L 2.0% E X I S T RO W E X I ST R O W LN 12' LN 12' 24' 2.0% L 2.0% E X I S T R O W E X I S T R O W LN 12' TRN TRN 2 1 24'-38' 12' SH 205 B SH 205 B SH 205 B B SH 205 B B 130' TYP ROW 130' TYP ROW 0 ' - 0 ' - 42'-45' 47'-64' 4'-43' 63'-102' NOTES: 4:1 MAX 6:1 DESIRABLE 1 3:1 MAX 4:1 DESIRABLE 2 2 2 2 2 H S H S H S H S H S H S 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.0% L 2.0% E X I S T R O W E X I S T R O W LN 12' LN 12' 36' 2.0% L 2.0% E X I S T R OW EX I S T R O W LN TRN 6 1 0 36'-56' SH SH 6' 6' LN SH SH B B 190'-350' ROW 6' 6' 84'-190' 70'-104' 100' TYP ROW 15' 49' 4 1 12 4 1 12 2 2 2 2 STA 80+90 TO STA 115+00 STA 21+47 TO STA 67+60 EXISTING SH 205 TYPICAL SECTION 2.0% 2.0% 2 2 L 1 1 LN 12' LN 12' TRN 2 36'-48' 089 C233 B & PGL ROW VARIES (100'-380') 48'-316' E X I S T RO W PR O P R O W SH 6' SH 6' STA 5+00 TO STA 10+00 PROPOSED CR 233 TYPICAL SECTION 2.0% 2.0% 2 2 L 1 1 TRN 2 28'-40' E X I S T / P R OP R O W 20'-90' E X I S T RO W STA 10+00 TO STA 15+14 PROPOSED COLQUITT RD TYPICAL SECTION L 2.0% 2.0% 2 2 1 1 LN LN ROW VARIES (52'-74') 18'-22' 14'-32' 2.0% L 2.0% E XI S T R O W E X I S T R O W B 2 2 50' TYP ROW LN 9' LN 9' 25' 18' 7' STA 3+00 TO STA 9+00 CR 233 EXISTING TYPICAL SECTION STA 10+00 TO STA 11+17 COLQUITT RD EXISTING TYPICAL SECTION STA 11+17 TO STA 15+00 COLQUITT RD EXISTING TYPICAL SECTION STA 5+00 TO STA 10+00 COLQUITT RD EXISTING TYPICAL SECTION 1 2 1' OFFSET 2' OFFSET 1 1 STA 10+30.82 TO STA 18+46 EXISTING SH 205 TYPICAL SECTION STA 18+46 TO STA 21+47 EXISTING SH 205 TYPICAL SECTION STA 67+60 TO STA 80+90 EXISTING SH 205 TYPICAL SECTION STA 9+00 TO STA 10+00 EXISTING TYPICAL SECTION CR 233 STA 6+00 TO STA 10+00 EXISTING TYPICAL SECTION TIMBER CT E X I S T R O W E X I S T R O W LN LN L B PTIMB 18'-20' 0'-5' 18'-20' 46' ROW 5' 5' 2 2 PCOLQ1 PCOLQ1 PCOLQ2 PCR233 PCR233 2.0% 2.0% 2 P RO P R O W L SH 205 B & PGL 2 SW 5' P R O P R OW 2.0% LN 12' SW 5' 2.0% LN 12' 2 TRN 2 TRN ROW VARIES (150'-195') 4' 6' 4' 6' LN 12' LN 12' CURB, TYP TYPE I 42'-54' 42'-54' MEDIAN 6'-26' SH 10' SH 8' SH 10' SH 8' STA 84+51 TO STA 89+44 PROPOSED SH 205 TYPICAL SECTION STA 7+10 TO STA 10+00 PROPOSED TIMBER CT TYPICAL SECTION E X I S T R OW E X IS T R O W LN LN L PTIMB 18'-20' 18'-20' 5' 5' 2 2 2.0% 2.0% 0'-4' ROW VARIES (93'-46') PCOLQ1 B & PGL B & PGL LN 12' 2 2 LN 12' 20'-24' PCOLQ2 B & PGL STA 6+00 TO STA 10+00 PROPOSED COLQUITT RD TYPICAL SECTION ROW VARIES (75'-170') 15'-100' E X I S T / P R OP R O W E X IS T / P R O P R O W 30' L SH 205 B & PGL 2 SW 5' P R O P RO W 2.0% LN 14' LN 12' LN 12' 24' TYP 15' MIN MEDIAN 30'-42' 2 TRN 2 TRN 30'-42' 30'-42' ROW VARIES (150'-195') 4' 6' 2 2 2 PROPOSED SH 205 TYPICAL SECTION STA 18+50 TO STA 23+43 STA 27+00 TO STA 31+96 STA 72+82 TO STA 77+97 2 P RO P R O W SW 5' CURB, TYP TYPE II 24' TYP 15' MIN 4' 6' 2.0% LN 14' 2 (*) (*) 2 L SH 205 B & PGL SW 5' 2.0% LN 14' LN 12' SW 5' 2.0% LN 14' LN 12' CURB, TYP TYPE II 150' - 576' ROW 2 2 TRN 2 TRN 2 TRN 2 TRN 30'-66' 24'-174' 24'-288' E X I S T / P R O P R O W EX I S T / P R O P R O W 4' 6' 4' 6' 2 2 2 2 STA 10+30.82 TO STA 18+50 PROPOSED SH 205 TYPICAL SECTION 2 TRN 30'-54' 6 ' - 1 8 ' MEDIAN LN 12' LN 14' SW 2.0% P R O P R O W P R O P R O W LN 12' LN 14' SW 2.0% 8' 40' 40' 40' L SH 205 B & PGL 1 1 1 1 2 2 2 2 7' STA 51+00 TO STA 54+00 PROPOSED SH 205 TYPICAL SECTION 210' TYP ROW 66' 26' (*) (*) PROP PED RAIL CTR, TYP 170' TYP ROW LN 12' LN 12' LN 12' LN 12' L SH 205 B & PGL MEDIAN 18' MIN 42' 42' 2 P R O P R O W SW 5' 4' 6' CURB, TYP TYPE I 2 SW 5' P R O P R O W 4' 6' PROPOSED SH 205 TYPICAL SECTION STA 82+00 TO STA 84+51 STA 89+44 TO STA 115+00 SH 10' SH 8' SH 10' SH 8' 2.0% 2.0% 24' TYP 15' MIN 24' TYP 15' MIN 24' TYP 15' MIN 24' TYP 15' MIN 2 P R O P R O W L B & PGL SH 205 30' 2 SW 5' PR O P R O W 2.0% LN 14' LN 12' 30' SW 5' 2.0% LN 14' LN 12' CURB, TYP TYPE II 24' TYP 15' MIN 24' TYP 15' MIN MEDIAN 42' MIN ROW VARIES (170'-195') 4' 6' 4' 6' 2 2 2 2 PROPOSED SH 205 TYPICAL SECTION STA 23+43 TO STA 27+00 STA 31+96 TO STA 51+00 STA 54+00 TO STA 72+82 (*) (*) STA 77+97 TO STA 78+89 2 P R O P R O W L B & PGL SH 205 2 SW 5' P R OP RO W 2.0% LN 12' SW 5' 2.0% LN 12' 4' 6' 4' 6' CURB, TYP TYPE I SH SH SH STA 78+89 TO STA 82+00 PROPOSED SH 205 TYPICAL SECTION LN 4 2 2' - 1 0 ' - 8 ' 2' LN 4 2 2' - 1 0 ' ROW VARIES (150'-195') 30'-42' 30'-42' 24' TYP 15' MIN 24' TYP 15' MIN MEDIAN 18'-42' SH - 8 ' 2' (*) (*) (*) 12' LANE FUTURE 10+ 00 15+00 5 + 0 0 10+00 5 + 0 0 10+00 7+00 10+00 3 + 0 0 80+00 80+00 5 + 00 10 + 00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65 + 00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 CO L QU I TT RD C OL QU I TT R D T I M BE R CT M OO RE AV E B A C H EL O R CR EE K CR 23 3 F M 148 PROP ROW PROP ROW PROP ROW EXIST ROW K-146 K-145 K-141 K-149 K-147 K-134 K-144 K-150 K-159 K-142 K-154 K-143 K-157 K-155 K-151 K-166 K-153 K-133 K-139 K-140 K-137 K-138 K-163 K-170 K-172 K-173 K-168 K-148 K-135 K-171 K-156 K-160 K-164 K-169 K-161 K-165 K-167 K-158 K-162 K-136 PROP ROW PROP ROW K-131 K-132 PSH205-S-2 PSH205-S-3 B PSH205-S B PSH205-S B PSH205-S 260' TURN LANE 260' TURN LANE 1 50 ' R 100' R PROPOSED 4-9'x4' MBC B PSH205-S STA 31+45.36 CULVERT B2 PROPOSED 4-4'x2' MBC B PSH205-S STA 76+60.53 CULVERT B4 TO BE REMOVED EXIST 24" RCP TO BE REMOVED EXIST 3-36" RCP TO BE REMOVED EXIST 3-24" RCP TO BE REMOVED EXIST 6-10'x9' MBC CSJ: 0451-02-028 B PSH205-S STA 10+30.82, EL.=500.91' MATCH EXISTING PAVEMENT BEGIN SH 205 PROJECT B PTIMB STA 10+00.00 B PSH205-S STA 26+98.69, EL.=495.13' PTIMB-1 B PTIMB PCOLQ1-1 B PCOLQ1 MATCH EXISTING ABUTMENT B PCOLQ1 STA 15+14.27, EL.=494.30' END COLQUITT RD. CONSTRUCTION B PCOLQ1 STA 10+00.00 B PSH205-S STA 72+82.03, EL.=495.98' B PCOLQ2 PCOLQ2-1 B PCOLQ2 STA 10+00.00 B PSH205-S STA 77+36.89, EL.=497.82' MATCH EXISTING PAVEMENT B PCOLQ2 STA 6+00.00, EL.=497.15' BEGIN COLQUITT RD CONSTRUCTION B PCR233 STA 10+00.00 B PSH205-S STA 89+44.45, EL.=500.97' PCR233-1 B PCR233 MATCH EXISTING PAVEMENT B PCR233 STA 5+00.00, EL.=507.32' BEGIN CR 233 CONSTRUCTION MATCH EXISTING PAVEMENT B PTIMB STA 7+10.00, EL.=500.43' END TIMBER CT. CONSTRUCTION PSH205-S-1 TNB_1-1 TSB_1-1 P ROP ROW PROP ROW PROP ROW PROPOSED 24" RCP B PSH205-S STA 12+31.00 CULVERT B1 (60'x10') EASEMENT PROP DRNG (60'x28') EASEMENT PROP DRNG (280'x17') EASEMENT PROP DRNG EL.=496.44' B T S B 1 S T A 78 + 70 . 75 , O/S 23.00' LT B P S H 2 05 - S S T A 78 + 7 0 . 7 5 B E G I N S B T R AN S I T I ON EL.=496.91' B T S B 1 S T A 82 + 00 . 00 , O/S 17.00' LT B PS H 205 - S S T A 82 + 00 . 00 E N D S B T R AN S I T I ON TSB_1-2 TNB_1-2 EL.=496.44' B T N B 1 S T A 78 + 70 . 75 , O/S 23.00' RT B PS H 205 - S S T A 78 + 70 . 75 B E G I N N B T R AN S I T I ON EL.=496.91' B T N B 1 S T A 82 + 00 . 00 , O/S 17.00' RT B PS H 205 - S S T A 82 + 00 . 00 E ND N B T R AN S I T I ON PROP ROW PROP ROW STA 54+00.00 B PSH205-S END BRIDGE STA 51+00.00 B PSH205-S BEGIN BRIDGE PROJECT BY OTHERS L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L CURVE DATA 1 1 PARCEL DATA N N TRAFFIC DIAGRAM 540 470 480 490 500 510 520 530 550 560 570 540 470 480 490 500 510 520 530 550 560 570 P S H 2 05 - S S T A 11 5 + 00 M A T CH L I NE - S EE RO LL 2 PSH205-S - STATE HIGHWAY 205 ID Parcel Name Owner's Address Parcel K-131 LTD CREEK BEANS 205 HWY K-132 LTD CREEK BEANS 205 HWY K-133 DOUGLAS JACK SEAY COLQUITT K-134 DOUGLAS JACK SEAY 233 RD CO K-135 DELAROSA J JASMIN GOVEA 205 HWY S 1015 K-136 D ARTHUR DOBBS 205 HWY 1011 K-137 L JEFFERY WOOLVERTON 233 RD CO K-138 C PHILIP MATTHEWS RD COLQUITT 2208 K-139 NELL ARMER VALENTINE 20 HWY & 233 RD CO K-140 NELL ARMER VALENTINE 233 RD CO K-141 LTD CREEK BEANS 205 HWY K-142 JAMES & L DAVID BREEDEN 205 233/HWY RD CO K-143 JAMES & L DAVID BREEDEN 205 HWY K-144 JAMES & L DAVID BREEDEN 205 HWY K-145 CHURCH BAPTIST CORNERSTONE 205 HWY K-146 LTD CREEK BEANS 205 HWY K-147 LTD CREEK BEANS 205 HWY K-148 ETAL D CARL LYNCH 205 HWY K-149 JR L K BREEDEN 205 HWY K-150 COMPANY DELIVERY ELECTRIC ONCOR 205 HWY 310 K-151 M TERESA & J FRANK ROBERTS 205 HWY K-152 ETAL D CARL LYNCH 205 HWY STATE ID Parcel Name Owner's Address Parcel K-153 GREG MOORE 205 HWY 180 K-154 CHURCH BAPTIST CORNERSTONE 205 HWY 113 K-155 VENTURE JOINT M L G 205 HWY 111 K-156 LP PARTNERS RAND COURT TIMBER K-157 LLC PARTNERS GABRIEL 205 HWY W 109 K-158 LP PARTNERS RAND 205 HWY K-159 HYSENAJ FAKMI 205 HWY N 101 K-160 LP PARTNERS RAND 205 HWY 104 K-161 DETERMINED BE TO TBD K-162 1990 27 JULY DATED 1 NO TRUST TRAEGER E JOHN 205 HWY 98 K-163 TRUST BUSINESS ESTATE REAL WAL-MART MOORE W 1900 K-164 LP VENTURES C K 205 HWY 96 K-165 PROPERTIES RENTAL ROCKWALL 205 HWY N 94 K-166 #5725 INC USA OIL MURPHY MOORE W 1850 K-167 LP PARTNERS RAND 205 HWY K-168 TRUST REVOCABLE KARALIS 205 HWY 93 K-169 LP PARTNERS RAND AVE MOORE W 1608 K-170 CORP DONALDS MC TBD K-171 LLC RIP HERMANOS LOS AVE MOORE W 1600 K-172 LLC VENTURES G&B TERRELL MOORE W 1880 K-173 COMPANY PARKING LOUIS ST AVE MOORE W 1870 100' STORAGE TYPICAL TURN BAY DETAIL 345' DECELERATION (UNLESS NOTED OTHERWISE) LEGEND 1,000 - 2014 ADT 1,000 - 2034 ADT 1,000 - 2044 ADT INTERSECTION - SIGNALIZED PSH205-S CURVES CROSS STREET CURVES CURVE P.I. STATION P.I. STATION - N P.I. STATION - E DELTA RADIUS TANGENT LENGTH CHORD BEARING CHORD LENGTH P.C. STATION P.T. STATION BACK TANGENT AHEAD TANGENT PSH205-S-1 10+36.91 N 6,959,230.5044 E 2,644,370.6655 11° 26' 28.13" (LT) 1,000.00 100.18 199.69 N 7° 01' 22.01" W 199.35 9+36.73 11+36.42 N 1° 18' 07.94" W N 12° 44' 36.08" W PSH205-S-2 63+52.69 N 6,964,415.9966 E 2,643,197.9406 2° 37' 41.96" (RT) 12,000.00 275.29 550.47 N 11° 25' 45.10" W 550.43 60+77.40 66+27.88 N 12° 44' 36.08" W N 10° 06' 54.11" W PSH205-S-3 69+03.25 N 6,964,958.0953 E 2,643,101.2314 2° 37' 44.93" (LT) 12,000.00 275.37 550.65 N 11° 25' 46.58" W 550.60 66+27.88 71+78.52 N 10° 06' 54.11" W N 12° 44' 39.04" W CURVE P.I. STATION P.I. STATION - N P.I. STATION - E DELTA RADIUS TANGENT LENGTH CHORD BEARING CHORD LENGTH P.C. STATION P.T. STATION BACK TANGENT AHEAD TANGENT PTIMB-1 8+83.07 N 6,960,878.5215 E 2,644,121.2000 32° 57' 15.54" (RT) 200.00 59.16 115.03 S 60° 46' 46.16" W 113.45 8+23.92 9+38.95 S 44° 18' 08.39" W S 77° 15' 23.92" W PCOLQ1-1 13+70.29 N 6,965,409.3298 E 2,643,378.8225 41° 04' 40.53" (RT) 350.00 131.13 250.93 S 82° 12' 18.78" E 245.59 12+39.16 14+90.09 N 77° 15' 20.96" E S 61° 39' 58.51" E PCOLQ2-1 8+27.34 N 6,965,726.2344 E 2,642,718.0997 56° 50' 13.86" (LT) 350.00 189.39 347.20 S 74° 19' 32.11" E 333.14 6+37.95 9+85.15 S 45° 54' 25.18" E N 77° 15' 20.95" E PCR233-1 7+24.04 N 6,966,881.3066 E 2,642,351.1441 56° 43' 54.24" (LT) 350.00 188.97 346.55 S 74° 22' 41.93" E 332.57 5+35.07 8+81.62 S 46° 00' 44.81" E N 77° 15' 20.96" E 115+00 SUPERELEVATION DATA NB BEGIN TRANSITION END TRANSITION STA e STA e 13+53.00 -2.00% 17+16.00 4.00% 27+64.00 4.00% 31+27.00 -2.00% TRANSITION CURVES CURVE P.I. STATION P.I. STATION - N P.I. STATION - E DELTA RADIUS TANGENT LENGTH CHORD BEARING CHORD LENGTH P.C. STATION P.T. STATION BACK TANGENT AHEAD TANGENT TNB_1-1 78+91.65 N 6,965,927.3177 E 2,642,905.6109 1^ 11' 50.09" (LT) 2,000.00 20.90 41.79 N 13^ 20' 34.09" W 41.79 78+70.75 79+12.54 N 12^ 44' 39.04" W N 13^ 56' 29.13" W TNB_1-2 81+79.16 N 6,966,206.3639 E 2,642,836.3398 1^ 11' 50.09" (RT) 2,000.00 20.90 41.79 N 13^ 20' 34.09" W 41.79 81+58.26 82+00.06 N 13^ 56' 29.13" W N 12^ 44' 39.04" W TSB_1-1 78+91.62 N 6,965,917.1389 E 2,642,860.7435 1^ 11' 43.83" (RT) 2,000.00 20.87 41.73 N 12^ 08' 47.13" W 41.73 78+70.75 79+12.48 N 12^ 44' 39.04" W N 11^ 32' 55.22" W TSB_1-2 81+79.19 N 6,966,198.8932 E 2,642,803.1707 1^ 11' 43.83" (LT) 2,000.00 20.87 41.73 N 12^ 08' 47.13" W 41.73 81+58.32 82+00.06 N 11^ 32' 55.22" W N 12^ 44' 39.04" W DRAFT PRELIMINARY AND MUST NOT BE CONSTRUED AS FINAL. DATA SHOWN HEREIN IS SUBJECT TO CHANGE ONLY. THE PLAN INFORMATION OR OTHER THIS PRINT IS FURNISHED FOR INFORMATION DRAFT PRELIMINARY AND MUST NOT BE CONSTRUED AS FINAL. DATA SHOWN HEREIN IS SUBJECT TO CHANGE ONLY. THE PLAN INFORMATION OR OTHER THIS PRINT IS FURNISHED FOR INFORMATION
