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  • LEGEND: GENERAL NOTES: PRELIMINARY B CR DRAFT S H 2 I 5 … · 2017. 4. 11. · 490 4 0 490 490 9 0...
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GRADE @ PSH205-S PGL PROP. GRADE @ PSH205-S PGL EXIST GRND @ PSH205-S PGL EXIST GRND 120' 5.5' BRIDGE DEPTH TX 54 BEAMS, ASSUME 4.3' BRIDGE DEPTH TX 40 BEAMS, ASSUME SHADOW BROOK CT CR 250 EXI ST GRND @ PGL CANDICE CIR L L L L L B PSH205-S STA 226+46.37, FL=499.93 4'x3' SBC CULVERT B7 B PSH205-S STA 247+29.99, FL=483.56 5'x4' SBC CULVERT B9 B PSH205-S STA 255+18.97, FL=487.53 2-6'x3' MBC CULVERT B10 B PSH205-S STA 279+70.61, FL=496.90 6'x3' SBC CULVERT B11 B PSH205-S STA 297+83.48, FL=508.45 3'x3' SBC CULVERT B12 EXI ST GRND @ PGL 513.7 511.8 510.2 508.8 508.5 508.5 506.8 505.2 501.4 498.9 496.6 495.2 493.1 492.7 492.3 491.8 491.3 489.1 481.2 490.5 490.8 490.0 489.7 489.6 489.7 488.1 488.0 488.2 488.4 488.4 488.4 488.8 488.7 489.4 490.8 492.0 494.0 495.3 497.0 498.6 500.3 502.0 503.6 505.3 506.7 508.0 509.0 509.1 508.9 508.0 507.2 506.1 505.0 504.1 503.1 502.4 501.9 502.0 503.0 504.8 506.0 507.7 509.3 511.1 512.7 514.0 515.8 517.2 518.1 518.1 518.1 517.7 516.9 516.1 515.3 514.2 514.8 515.8 516.9 518.1 518.9 520.1 520.1 519.2 517.9 516.5 515.7 513.3 510.4 503.3 498.6 495.2 490.5 487.6 485.4 483.3 481.9 481.6 480.5 480.0 478.4 479.5 480.5 483.5 485.8 488.3 488.6 489.6 491.1 492.8 493.7 493.8 493.7 494.2 WSEL= 491.30' 100 YR FEMA PSH205- S STA 263+83. 12 PCAND STA 10+00. 00 EL 501 . 05 PSH205- S STA 275+63. 73 PSHAD STA 10+00. 00 EL 504. 09 PSH205- S STA 289+18. 16 PCR250 STA 10+00. 00 EL 520. 33 515.91 512.75 510.92 510.25 510.00 510.25 509.98 508.18 505.60 503.03 492.74 493.46 494.18 494.89 495.46 494.97 493.99 493.85 494.67 495.97 497.27 498.57 499.87 501.34 503.37 505.57 507.77 509.77 510.38 509.61 508.63 507.65 506.67 505.69 504.71 503.77 503.53 504.00 504.50 505.00 505.50 506.03 507.38 509.55 511.75 513.95 516.15 518.35 520.15 520.56 519.94 519.28 518.62 517.96 510.67 494.71 495.18 495.73 PSH205- S ELEV @ PGL PSH205- S ELEV @ PGL 120' 100' 100' 517.30 516.68 516.87 517.87 518.90 519.94 520.97 522.01 523.04 524.08 525.07 524.97 523.36 520.25 515.68 500.45 WSEL= 503.64' 25 YR WSEL= 503.99' 100 YR WSEL= 488.16' 25 YR WSEL= 488.91' 100 YR WSEL= 487.17' 25 YR WSEL= 487.83' 100 YR WSEL= 490.74' 25 YR WSEL= 491.30' 100 YR WSEL= 500.06' 25 YR WSEL= 500.75' 100 YR WSEL= 512.48' 25 YR WSEL= 512.93' 100 YR WSEL= 480.60' 25 YR WSEL= 481.08' 100 YR 497.88 495.34 493.69 493.25 494.03 495.69 497.35 498.10 497.62 496.78 495.94 495.10 494.26 493.42 492.58 491.74 491.42 492.01 505.68 500.68 496.27 493.07 490.47 488.00 486.50 486.10 486.66 487.36 488.06 488.76 489.46 490.16 490.86 491.56 492.26 492.96 493.66 494.36 494.96 494.86 VPI STA = 223+25.00 EL = 511.13 (-) 3 . 83 % L = 250.00 K = 75 ex = 1.04' VPI STA = 226+00.00 EL = 509.75 (-) 0 . 50 % L = 200.00 K = 200 ex = 0.25' VPI STA = 228+00.00 EL = 510.75 ( + ) 0 . 50 % (-) 2 . 57 % L = 200.00 K = 65 ex = -0.77' VPI STA = 255+25.00 EL = 495.79 ( + ) 0 . 7 2 % (-) 1 . 10 % L = 150.00 K = 83 ex = -0.34' VPI STA = 257+75.00 EL = 493.05 ( + ) 1 . 30 % L = 250.00 K = 104 ex = 0.75' VPI STA = 264+00.00 EL = 501.17 ( + ) 1 . 30 % ( + ) 2 . 20 % L = 150.00 K = 167 ex = 0.17' VPI STA = 268+50.00 EL = 511.07 ( + ) 2 . 2 0 % ( -) 0 . 98 % L = 200.00 K = 63 ex = -0.79' VPI STA = 276+50.00 EL = 503.25 ( -) 0 . 98 % ( + ) 0 . 50 % L = 150.00 K = 101 ex = 0.28' VPI STA = 282+50.00 EL = 506.25 ( + ) 0 . 50 % ( + ) 2 . 2 0 % L = 150.00 K = 88 ex = 0.32' VPI STA = 289+25.00 EL = 521.10 ( + ) 2 . 20 % (-) 0 . 66 % L = 200.00 K = 70 ex = -0.71' VPI STA = 332+75.00 EL = 494.49 ( + ) 0 . 55 % L = 150.00 K = 143 ex = 0.20' VPT STA 224+50.00 EL=510.50 VPC STA 225+00.00 EL=510.25 VPT STA 227+00.00 EL=510.25 VPC STA 227+00.00 EL=510.25 VPT STA 229+00.00 EL=508.18 VPC STA 254+50.00 EL=495.25 VPT STA 256+00.00 EL=494.97 VPC STA 256+50.00 EL=494.42 VPT STA 259+00.00 EL=494.67 VPC STA 263+25.00 EL=500.20 VPT STA 264+75.00 EL=502.82 VPC STA 267+50.00 EL=508.87 VPT STA 269+50.00 EL=510.09 VPT STA 277+25.00 EL=503.62 VPC STA 281+75.00 EL=505.87 VPT STA 283+25.00 EL=507.90 VPC STA 288+25.00 EL=518.90 VPT STA 290+25.00 EL=520.44 VPC STA 332+00.00 EL=494.86 VPT STA 333+50.00 EL=494.90 VPC STA 222+00.00 EL=515.91 VPC STA 275+75.00 EL=503.98 BEGIN BRIDGE STA 238+70.00 EL=496.88 END BRIDGE STA 241+10.00 EL=497.54 BEGIN BRIDGE STA 321+00.00 EL=488.06 END BRIDGE STA 323+00.00 EL=489.46 VPI STA = 296+50.00 EL = 516.31 (- ) 0 . 66 % ( + ) 1 . 04 % L = 150.00 K = 88 ex = 0.32' VPI STA = 306+75.00 EL = 526.93 ( + ) 1 . 04 % (-) 5 . 00 % L = 400.00 K = 66 ex = -3.02' VPC STA 295+75.00 EL=516.81 VPT STA 297+25.00 EL=517.09 VPC STA 304+75.00 EL=524.85 VPT STA 308+75.00 EL=516.93 VPI STA = 235+50.00 EL = 491.44 (-) 2 . 57 % L = 350.00 K = 82 ex = 1.87' VPI STA = 239+75.00 EL = 498.67 ( + ) 1 . 7 0 % (-) 0 . 8 4 % L = 200.00 K = 79 ex = -0.63' VPI STA = 248+75.00 EL = 491.11 (-) 0 . 8 4 % ( + ) 0 . 72 % L = 150.00 K = 96 ex = 0.29' VPC STA 233+75.00 EL=495.95 VPT STA 237+25.00 EL=494.42 VPC STA 238+75.00 EL=496.97 VPT STA 240+75.00 EL=497.83 VPC STA 248+00.00 EL=491.74 VPT STA 249+50.00 EL=491.65 VPI STA = 313+00.00 EL = 495.68 (-) 5 . 0 0 % (-) 2 . 60 % L = 200.00 K = 83 ex = 0.60' VPI STA = 317+00.00 EL = 485.26 ( + ) 0 . 70 % L = 300.00 K = 91 ex = 1.24' VPI STA = 331+25.00 EL = 495.24 ( + ) 0 . 70 % ( -) 0 . 50 % L = 150.00 K = 125 ex = -0.22' VPC STA 312+00.00 EL=500.68 VPT STA 314+00.00 EL=493.07 VPC STA 315+50.00 EL=489.17 VPT STA 318+50.00 EL=486.31 VPC STA 330+50.00 EL=494.71 VPT STA 332+00.00 EL=494.86 S HA DO W BR OOK CT CR 2 5 0 C AND I C E CI R 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 2.0% 2.0% 2 2 L 1 1 EXIS T ROW E XIST RO W LN LN 2.0% L 2.0% EXIS T ROW EXIS T ROW B 2 2 1 1 EXIS T R O W LN 12' LN 12' L 28'-63' 28'-55' EX IST RO W 100'-150' ROW EXI S T R O W LN 12' LN 12' L E XIS T ROW 50'-62' 36'-54' 32'-44' SH SH ' - 1 0 ' 4 ' - 1 0 ' 4 120'-150' ROW 1 1 E XI S T RO W E X I S T R O W L 100' TYP ROW 4 TRN 4 TRN 0 1 - ' 4 0 1 - ' 4 LN LN 44'-46' 2 2 27'-28' S H S H 27'-28' S H S H NOTES: 4:1 MAX 6:1 DESIRABLE 1 SH 205 B SH 205 B SH 205 B 3:1 MAX 4:1 DESIRABLE 2 NOTES: 1 2 4:1 MAX 8:1 USUAL 4:1 MAX 6:1 USUAL 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 34' 4' 4' 7 7 14'-24' 43' TYP ROW 12'-17' 7'-12' 43' TYP ROW 13' 18' 12' LN 12' 1 2 1' OFFSET 2' OFFSET 1 2 1' OFFSET 2' OFFSET 1 1 STA 323+00 TO STA 335+00 STA 289+18 TO STA 321+00 STA 275+64 TO STA 284+34 STA 241+10 TO STA 270+81 STA 222+00 TO STA 238+70 PROPOSED SH 205 TYPICAL SECTION STA 321+00 TO STA 323+00 STA 238+70 TO STA 241+10 PROPOSED SH 205 TYPICAL SECTION STA 222+00 TO STA 223+56 EXISTING SH 205 TYPICAL SECTION STA 323+00 TO STA 335+00 STA 241+43 TO STA 321+00 STA 223+56 TO STA 238+61 EXISTING SH 205 TYPICAL SECTION STA 321+00 TO STA 323+00 STA 238+61 TO STA 241+43 EXISTING SH 205 TYPICAL SECTION LN 12' LN 12' LN 12' LN 12' L SH 205 B & PGL MEDIAN 18' MIN 42' 42' 2 SW 5' 4' 6' CURB, TYP TYPE I 2 SW 5' 4' 6' E X I S T /PRO P ROW E XI S T/ PROP RO W ROW VARIES (170'-235') 2 L SH 205 B & PGL 2 SW 5' 2.0% LN 12' SW 5' 2.0% LN 12' 2 TRN 2 TRN 4' 6' 4' 6' LN 12' LN 12' CURB, TYP TYPE I 42'-54' 42'-54' MEDIAN 6'-18' EXIS T/PR OP R O W E XIST / P R O P ROW ROW VARIES (170'-235') LN 12' SW 2.0% PROP R O W PROP RO W LN 12' SW 2.0% L SH 205 B & PGL 1 1 1 1 ROW VARIES (212'-248') CTR, TYP PROP PED RAIL LN 12' LN 12' 16' 5' 49' 5' 50' 50' -57' 47' -'73 STA 284+34 TO STA 289+18 STA 270+81 TO STA 275+64 PROPOSED SH 205 TYPICAL SECTION SH 10' SH 10' SH 8' SH 8' SH 10' SH 10' SH 8' SH 8' SH 10' SH 8' SH 8' SH 10' 2.0% L 2.0% EXIS T ROW EXIS T R O W B 2 2 18' 2.0% L 2.0% EXIS T ROW EXIS T ROW B 2 2 2.0% 2.0% 2 2 L 1 1 EXIS T R O W LN LN 40' TYP ROW 10'-24' 5 5 PCAND B & PGL STA 8+40 TO STA 10+00 PROPOSED CANDICE CIR TYPICAL SECTION 10'-17' 6'-13' 2.0% 2.0% 2 2 L 1 1 EX IST R O W EXIS T R O W LN LN 7 7 14'-24' PSHAD B & PGL STA 8+40 TO STA 10+00 TYPICAL SECTION PROPOSED SHADOW BROOK CT 60' TYP ROW 18'-22' 18'-24' PCR250 B & PGL STA 8+30 TO STA 10+00 PROPOSED CR 250 TYPICAL SECTION 40' TYP ROW 10' LN 10' 12' PCAND STA 7+00 TO STA 10+00 CANDICE CIR EXISTING TYPICAL SECTION LN 8' LN 8' 16' 60' TYP ROW 22' 22' PSHAD STA 7+00 TO STA 10+00 SHADOW BROOK CT EXISTING TYPICAL SECTION PCR250 STA 6+00 TO STA 10+00 CR 250 EXISTING TYPICAL SECTION PROP / E X I S T R O W 2.0% 2.0% 24' TYP 15' MIN 24' TYP 15' MIN 24' TYP 15' MIN 24' TYP 15' MIN 10+00 7+00 7+00 10+00 10+00 6+00 225+00 230+00 2 3 5 + 00 2 40 + 00 2 45 + 00 2 50 + 0 0 25 5 + 00 260 + 00 265 + 00 2 70 + 00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310 + 00 31 5 + 00 320 + 00 325 + 00 330 + 00 3 3 5 + 0 0 CAND I CE CI R CR 250 P O I N T CREE K L I TTLE H I G H PROP ROW E X I S T R O W EXIST ROW P R O PR O W K-19 K-10 K-24 K-13 K-54 K-9 K-6 K-12 K-8 K-32 K-41 K-51 K-44 K-55 K-21 K-11 K-49 K-42 K-52 K-36 K-47 K-30 K-33 K-35 K-18 K-16 K-17 K-15 K-20 K-39 K-37 K-31 K-40 K-46 K-43 K-25 K-28 K-61 K-57 K-56 K-50 K-38 K-26 K-23 K-27 K-22 K-14 K-7 K-4 T AX I WA Y K-3 K-5 R - 604 R - 605 BR OO K CT S H AD O W CREE K H I G H P O I N T R-603 STA 321+00.00 B PSH205-S BEGIN BRIDGE STA 323+00.00 B PSH205-S END BRIDGE PSH205-S-7 PSH205-S-8 PSH205-S-9 PSH205-S-11 B PSH205-S B PSH205-S B PSH205-S PROPOSED 4'x3' SBC B PSH205-S STA 226+46.37 CULVERT B7 PROPOSED 5'x4' SBC B PSH205-S STA 247+29.99 CULVERT B9 PROPOSED 2-6'x3' MBC B PSH205-S STA 255+18.97 CULVERT B10 PROPOSED 6'x3' SBC B PSH205-S STA 279+70.61 CULVERT B11 PROPOSED 3'x3' SBC B PSH205-S STA 297+83.48 CULVERT B12 TO BE REMOVED EXIST 4'x3' SBC TO BE REMOVED EXIST 4'x4' SBC TO BE REMOVED EXIST 2-6'x3' MBC TO BE REMOVED EXIST 6'x5' SBC TO BE REMOVED EXIST 3'x3' SBC 20° SKEW 20.0° STA 238+70.00 B PSH205-S BEGIN BRIDGE 20° B PCAND L L L MATCH EXISTING PAVEMENT B PCAND STA 8+40.00, EL.=498.09' END CANDICE CIR CONSTRUCTION PCAND-1 L L L L MATCH EXISTING PAVEMENT B PSHAD STA 8+40.00, EL.=500.91' END SHADOW BROOK CT CONSTRUCTION B PSHAD L B PCR250 STA 10+00.00 B PSH205-S STA 289+18.16, EL.=520.33' MATCH EXISTING PAVEMENT B PCR250 STA 8+30.00, EL.=518.81' BEGIN CR 250 CONSTRUCTION B PCR250 B PCAND STA 10+00.00 B PSH205-S STA 263+83.12, EL.=501.05' B PSHAD STA 10+00.00 B PSH205-S STA 275+63.73, EL.=504.09' PSH205-S-10 SKEW 20.0° STA 241+10.00 B PSH205-S END BRIDGE (50'x15') EASEMENT PROP DRNG PROP ROW E X I S T R O W P R O PR O W E X I S T R O W E X I S TR O W P R O PR O W ( 380 ' x280 ' ) E A S E M E N T P R O P D R NG L L L L L L L L L L L L L L L L 3 3 PARCEL DATA N N CURVE DATA TRAFFIC DIAGRAM 540 470 480 490 500 510 520 530 550 560 570 PS H205 - S S T A 222 + 00 M A T CH L I NE - S EE RO LL 2 PS H2 0 5 - S S T A 3 3 5 + 00 M A T CH L I NE - S EE RO LL 4 PSH205-S - STATE HIGHWAY 205 540 470 480 490 500 510 520 530 550 560 570 Parcel ID Owner's Name Parcel Address K-3 DOWCO INVESTMENTS INC HWY 205 K-4 JONES JUDY 17263 HWY 205 K-5 CTR UNLIMITED LLC 17300 HWY 205 K-6 JONES JUDY 17263 HWY 205 K-7 DOWCO INVESTMENTS INC HWY 205 K-8 KWA VENTURES LP HWY 205 K-9 KWA VENTURES LP HWY 205 K-10 HWY 205 FARM LTD HWY 205 K-11 MULLINS CHARLES A & LADONNA 16978 HWY 205 K-12 KWA VENTURES LP 17000 HWY 205 K-13 GREENHAW SANDY KAY 16960 HWY 205 K-14 TERRELL 400 CR250 LLLP HWY 205 K-15 SEPULVEDA ELESEO M & SIMS WATANA J HWY 205 K-16 SEPULVEDA ELESEO M & SIMS WATANA J 16912 HWY 205 K-17 SEPULVEDA ELESEO M & SIMS WATANA J HWY 205 K-18 CARRINGTON GARY 16898 HWY 205 K-19 CITY OF DALLAS HWY 205 K-20 HWY 205 FARM LTD HWY 205 K-21 TERRELL 400 CR250 LLLP HWY 205 K-22 CITY OF DALLAS CO RD 233 Parcel ID Owner's Name Parcel Address K-23 HWY 205 FARM LTD HWY 205 K-24 HWY 205 FARM LTD HWY 205 K-25 LEMMOND BRENT & KIM HWY 205 K-26 HWY 205 FARM LTD HWY 205 K-27 TERRELL 400 CR250 LLLP HWY 205 K-28 LUNA GUY 16751 HWY 205 K-29 HWY 205 FARM LTD HWY 205 K-30 LUNA GUY & DEBBIE 16547 HWY 205 K-31 LYNCH PROPERTIES LLC HWY 205 K-32 RITTMULLER PAUL & ELSIE 16691 HWY 205 K-33 KING RICHARD & PHALA NOP 16673 HWY 205 K-34 LYNCH PROPERTIES LLC 16252 HWY 205 K-35 WEISENBURG JACK & SHERREEN 16657 HWY 205 K-36 TAYLOR RODNEY W 16290 HWY 205 K-37 MULCAHY MAUREEN 16433 HWY 205 K-38 CRONIN MICHAEL HWY 205 K-39 GARCIA ANGEL HWY 205 K-40 FAITH ASSEMBLY CHRISTIAN CENTER 16150 HWY 205 K-41 NOP SOPHA HWY 205 K-42 HYSENAJ FAKMI 16220 HWY 205 Parcel ID Owner's Name Parcel Address K-43 HAWKINS T C 16122 HWY 205 K-44 SMITH WAYNE E & MARGARET 16271 HWY 205 K-45 HENRIQUEZ MANUEL HWY 205 K-46 HAWKINS T C 16100 HWY 205 K-47 ANGLIN TERRY & PAT 16235 HWY 205 K-48 PINNELL THOMAS P & JULIA 16547 HWY 205 K-49 LOWRIE CHARLES 16092 HWY 205 K-50 ROCKWALL REAL ESTATE INVESTMENTS LLC 15950 ST HWY 205 K-51 EDMONDS FRED G & DONNA L 16113 HWY 205 K-52 TO BE DETERMINED TBD K-53 VANCE MATILDA HWY 205 K-54 WALKER PAULA GAIL 16095 HWY 205 K-55 WALKER PAULA GAIL TBD K-56 GALINDO MARCO TBD K-57 SUNBELT ESTATES LLC 15950 HWY 205 K-61 ROBERTS KATHERYNE M FM RD 1392 K-64 SCOTT ROBERT E & PAMELA FM RD 1392 R-603 JWJ INVESTMENTS LTD 11579 HWY205 R-604 DERIDDER WILHELMINA C J 11651 HWY205 R-605 DOWCO INVESTMENTS INC DOWER CT LEGEND 1,000 - 2014 ADT 1,000 - 2034 ADT 1,000 - 2044 ADT INTERSECTION - SIGNALIZED PSH205-S CURVES 100' STORAGE TYPICAL TURN BAY DETAIL 345' DECELERATION (UNLESS NOTED OTHERWISE) 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-7 231+18.97 N 6,979,077.3797 E 2,636,295.6626 1° 58' 39.80" (LT) 12,000.00 207.13 414.21 N 45° 32' 53.23" W 414.19 229+11.84 233+26.05 N 44° 33' 33.32" W N 46° 32' 13.13" W PSH205-S-8 261+00.14 N 6,981,128.1132 E 2,634,131.8452 2° 51' 53.26" (LT) 12,000.00 300.06 600.00 N 47° 58' 09.76" W 599.94 258+00.07 264+00.07 N 46° 32' 13.13" W N 49° 24' 06.39" W PSH205-S-9 267+98.47 N 6,981,582.6361 E 2,633,601.5110 3° 48' 10.83" (RT) 12,000.00 398.40 796.50 N 47° 30' 00.97" W 796.35 264+00.07 271+96.57 N 49° 24' 06.39" W N 45° 35' 55.56" W PSH205-S-10 310+98.67 N 6,984,591.5963 E 2,630,528.9943 13° 17' 01.43" (RT) 6,000.00 698.67 1391.07 N 38° 57' 24.85" W 1387.96 304+00.00 317+91.07 N 45° 35' 55.56" W N 32° 18' 54.13" W PSH205-S-11 335+54.46 N 6,986,672.3358 E 2,629,212.8409 17° 26' 02.35" (RT) 4,500.00 689.96 1369.26 N 23° 35' 52.96" W 1363.99 328+64.50 342+33.76 N 32° 18' 54.13" W N 14° 52' 51.78" W 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 PCAND-1 8+89.66 N 6,981,396.0178 E 2,633,988.7988 2° 24' 22.62" (LT) 1,040.00 21.84 43.68 S 41° 52' 56.34" W 43.67 8+67.82 9+11.50 S 43° 05' 07.65" W S 40° 40' 45.03" W 3 3 5 + 0 0 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

LEGEND: GENERAL NOTES: PRELIMINARY B CR DRAFT S H 2 I 5 … · 2017. 4. 11. · 490 4 0 490 490 9 0 490 4 9 0 9 0 4 9 0 4 9 0 4 9 0 9 0 4 9 0 4 9 0 9 0 4 9 0 4 0 4 0 9 4 9 0 4 9 0

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Page 1: LEGEND: GENERAL NOTES: PRELIMINARY B CR DRAFT S H 2 I 5 … · 2017. 4. 11. · 490 4 0 490 490 9 0 490 4 9 0 9 0 4 9 0 4 9 0 4 9 0 9 0 4 9 0 4 9 0 9 0 4 9 0 4 0 4 0 9 4 9 0 4 9 0

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5

505

50

5

505

505

505

505

505

505

510

510

510

51051

0

510

510

510

510510

510

510

510

510

510

510

510 510

510

510

510510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510 510

515

515

515

515515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515515

515

515

515

515

515

515

515

515515

515515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515515

515

515

515

515

515

515

515

515

515

515

515

515

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520520

520

520

520

520

520

520

520

520

520

520

520520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

525

225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00

@ PSH205-S PGL

PROP. GRADE

@ PSH205-S PGL

PROP. GRADE

@ PSH205-S PGL

EXIST GRND

@ PSH205-S PGL

EXIST GRND

120'

5.5' BRIDGE DEPTH

TX 54 BEAMS, ASSUME

4.3' BRIDGE DEPTH

TX 40 BEAMS, ASSUME

SHADOW

BROOK CT

CR 250

EXIS

T

GR

ND

@

PG

L

CANDICE CIR

L L L

L

LB PSH205-S STA 226+46.37, FL=499.93

4'x3' SBC CULVERT B7

B PSH205-S STA 247+29.99, FL=483.56

5'x4' SBC CULVERT B9

B PSH205-S STA 255+18.97, FL=487.53

2-6'x3' MBC CULVERT B10

B PSH205-S STA 279+70.61, FL=496.90

6'x3' SBC CULVERT B11

B PSH205-S STA 297+83.48, FL=508.45

3'x3' SBC CULVERT B12

EXIS

T

GR

ND

@

PG

L

513.7

511.8

510.2

508.8

508.5

508.5

506.8

505.2

501.4

498.9

496.6

495.2

493.1

492.7

492.3

491.8

491.3

489.1

481.2

490.5

490.8

490.0

489.7

489.6

489.7

488.1

488.0

488.2

488.4

488.4

488.4

488.8

488.7

489.4

490.8

492.0

494.0

495.3

497.0

498.6

500.3

502.0

503.6

505.3

506.7

508.0

509.0

509.1

508.9

508.0

507.2

506.1

505.0

504.1

503.1

502.4

501.9

502.0

503.0

504.8

506.0

507.7

509.3

511.1

512.7

514.0

515.8

517.2

518.1

518.1

518.1

517.7

516.9

516.1

515.3

514.2

514.8

515.8

516.9

518.1

518.9

520.1

520.1

519.2

517.9

516.5

515.7

513.3

510.4

503.3

498.6

495.2

490.5

487.6

485.4

483.3

481.9

481.6

480.5

480.0

478.4

479.5

480.5

483.5

485.8

488.3

488.6

489.6

491.1

492.8

493.7

493.8

493.7

494.2

WSEL= 491.30'

100 YR FEMA

PS

H205-S

ST

A 263

+83.1

2

PC

AN

D

ST

A 10

+00.0

0

EL 501.0

5

PS

H205-S

ST

A 275

+63.7

3

PS

HA

D

ST

A 10

+00.0

0

EL 504.0

9

PS

H205-S

ST

A 289

+18.1

6

PC

R250

ST

A 10

+00.0

0

EL 520.3

3

515.91

512.75

510.92

510.25

510.00

510.25

509.98

508.18

505.60

503.03

492.74

493.46

494.18

494.89

495.46

494.97

493.99

493.85

494.67

495.97

497.27

498.57

499.87

501.34

503.37

505.57

507.77

509.77

510.38

509.61

508.63

507.65

506.67

505.69

504.71

503.77

503.53

504.00

504.50

505.00

505.50

506.03

507.38

509.55

511.75

513.95

516.15

518.35

520.15

520.56

519.94

519.28

518.62

517.96

510.67

494.71

495.18

495.73

PS

H205-S

EL

EV

@

PG

L

PS

H205-S

EL

EV

@

PG

L

120'

100' 100'

517.30

516.68

516.87

517.87

518.90

519.94

520.97

522.01

523.04

524.08

525.07

524.97

523.36

520.25

515.68

500.45

WSEL= 503.64'

25 YR

WSEL= 503.99'

100 YR

WSEL= 488.16'

25 YRWSEL= 488.91'

100 YR

WSEL= 487.17'

25 YR

WSEL= 487.83'

100 YR WSEL= 490.74'

25 YR

WSEL= 491.30'

100 YR

WSEL= 500.06'

25 YR

WSEL= 500.75'

100 YR

WSEL= 512.48'

25 YR

WSEL= 512.93'

100 YR

WSEL= 480.60'

25 YR

WSEL= 481.08'

100 YR

497.88

495.34

493.69

493.25

494.03

495.69

497.35

498.10

497.62

496.78

495.94

495.10

494.26

493.42

492.58

491.74

491.42

492.01

505.68

500.68

496.27

493.07

490.47

488.00

486.50

486.10

486.66

487.36

488.06

488.76

489.46

490.16

490.86

491.56

492.26

492.96

493.66

494.36

494.96

494.86

VPI STA = 223+25.00

EL = 511.13

(-)3.83%

L = 250.00

K = 75

ex = 1.04'

VPI STA = 226+00.00

EL = 509.75

(-)0.50%

L = 200.00

K = 200

ex = 0.25'

VPI STA = 228+00.00

EL = 510.75

(+)0.50%

(-)2.57%

L = 200.00

K = 65

ex = -0.77'

VPI STA = 255+25.00

EL = 495.79

(+)0.72% (-)1.10%

L = 150.00

K = 83

ex = -0.34'

VPI STA = 257+75.00

EL = 493.05

(+)1.30%

L = 250.00

K = 104

ex = 0.75'

VPI STA = 264+00.00

EL = 501.17

(+)1.30%

(+)2.2

0%

L = 150.00

K = 167

ex = 0.17'

VPI STA = 268+50.00

EL = 511.07

(+)2.2

0% (-)0.98%

L = 200.00

K = 63

ex = -0.79'

VPI STA = 276+50.00

EL = 503.25

(-)0.98%

(+)0.50%

L = 150.00

K = 101

ex = 0.28'

VPI STA = 282+50.00

EL = 506.25

(+)0.50% (+)2.2

0%

L = 150.00

K = 88

ex = 0.32'

VPI STA = 289+25.00

EL = 521.10

(+)2.2

0%

(-)0.66%

L = 200.00

K = 70

ex = -0.71'

VPI STA = 332+75.00

EL = 494.49

(+)0.55%

L = 150.00

K = 143

ex = 0.20'

VP

T

ST

A 224

+50.00

EL

=510.50

VP

C

ST

A 225

+00.00

EL

=510.25

VP

T

ST

A 227

+00.00

EL

=510.25

VP

C

ST

A 227

+00.00

EL

=510.25

VP

T

ST

A 229

+00.00

EL

=508.18

VP

C

ST

A 254

+50.00

EL

=495.25

VP

T

ST

A 256

+00.00

EL

=494.97

VP

C

ST

A 256

+50.00

EL

=494.42

VP

T

ST

A 259

+00.00

EL

=494.67

VP

C

ST

A 263

+25.00

EL

=500.20

VP

T

ST

A 264

+75.00

EL

=502.82

VP

C

ST

A 267

+50.00

EL

=508.87

VP

T

ST

A 269

+50.00

EL

=510.09

VP

T

ST

A 277

+25.00

EL

=503.62

VP

C

ST

A 281

+75.00

EL

=505.87

VP

T

ST

A 283

+25.00

EL

=507.90

VP

C

ST

A 288

+25.00

EL

=518.90

VP

T

ST

A 290

+25.00

EL

=520.44

VP

C

ST

A 332

+00.00

EL

=494.86

VP

T

ST

A 333

+50.00

EL

=494.90

VP

C

ST

A 222

+00.00

EL

=515.91

VP

C

ST

A 275

+75.00

EL

=503.98

BE

GI

N

BRI

DG

E

ST

A 238

+70.00

EL

=496.88

EN

D

BRI

DG

E

ST

A 241

+10.00

EL

=497.54

BE

GI

N

BRI

DG

E

ST

A 321

+00.00

EL

=488.06

EN

D

BRI

DG

E

ST

A 323

+00.00

EL

=489.46

VPI STA = 296+50.00

EL = 516.31

(-)0.66% (+)1.04%

L = 150.00

K = 88

ex = 0.32'

VPI STA = 306+75.00

EL = 526.93

(+)1.04% (-)5.00%

L = 400.00

K = 66

ex = -3.02'

VP

C

ST

A 295

+75.00

EL

=516.81

VP

T

ST

A 297

+25.00

EL

=517.09

VP

C

ST

A 304

+75.00

EL

=524.85

VP

T

ST

A 308

+75.00

EL

=516.93

VPI STA = 235+50.00

EL = 491.44

(-)2.57%

L = 350.00

K = 82

ex = 1.87'

VPI STA = 239+75.00

EL = 498.67

(+)1.70%

(-)0.84%

L = 200.00

K = 79

ex = -0.63'

VPI STA = 248+75.00

EL = 491.11

(-)0.84% (+)0.72%

L = 150.00

K = 96

ex = 0.29'

VP

C

ST

A 233

+75.00

EL

=495.95

VP

T

ST

A 237

+25.00

EL

=494.42

VP

C

ST

A 238

+75.00

EL

=496.97

VP

T

ST

A 240

+75.00

EL

=497.83

VP

C

ST

A 248

+00.00

EL

=491.74

VP

T

ST

A 249

+50.00

EL

=491.65

VPI STA = 313+00.00

EL = 495.68

(-)5.00%

(-)2.60%

L = 200.00

K = 83

ex = 0.60'

VPI STA = 317+00.00

EL = 485.26

(+)0.70%

L = 300.00

K = 91

ex = 1.24'

VPI STA = 331+25.00

EL = 495.24

(+)0.70% (-)0.50%

L = 150.00

K = 125

ex = -0.22'

VP

C

ST

A 312

+00.00

EL

=500.68

VP

T

ST

A 314

+00.00

EL

=493.07

VP

C

ST

A 315

+50.00

EL

=489.17

VP

T

ST

A 318

+50.00

EL

=486.31

VP

C

ST

A 330

+50.00

EL

=494.71

VP

T

ST

A 332

+00.00

EL

=494.86

SH

AD

OW

BR

OO

K

CT

CR 250

CA

NDI

CE

CI

R

FAX (214) 739-0095

TEL (214) 346-6200

RICHARDSON, TEXAS 75081-2275

1201 NORTH BOWSER ROAD

PRELIMINARYFOR 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

DATENAME

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

TXDOT DALLAS DISTRICT

TEXAS COUNTY MAPN.T.S.

DESIGN SPEED:

URBAN ARTERIAL

TEXAS DEPARTMENT OF TRANSPORTATION

4003002001000

HORIZONTAL SCALE:

20 30 40100

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

HUBBARDLAKE RAY

LAKE LAVON

ROCKWALL

BLACKLAND

CHISHOLMMcLENNDON-

TERRELL

TALTY

POETRY

McCOY

BURROW

HENDRICKS

CASH

FLOYD

GREENVILLE

MEADOWVIEW

MESQUITE

DALLAS

ROWLETT

GARLAND

RICHARDSON

PLANO

ALLEN

BRANCH

COPEVILLE

LAVON

GROVE

PECAN

NEW MESQUITE

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

PRELIMINARYFOR 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

DATENAME

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

TXDOT DALLAS DISTRICT

TEXAS COUNTY MAPN.T.S.

DESIGN SPEED:

URBAN ARTERIAL

TEXAS DEPARTMENT OF TRANSPORTATION

4003002001000

HORIZONTAL SCALE:

20 30 40100

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

HUBBARDLAKE RAY

LAKE LAVON

ROCKWALL

BLACKLAND

CHISHOLMMcLENNDON-

TERRELL

TALTY

POETRY

McCOY

BURROW

HENDRICKS

CASH

FLOYD

GREENVILLE

MEADOWVIEW

MESQUITE

DALLAS

ROWLETT

GARLAND

RICHARDSON

PLANO

ALLEN

BRANCH

COPEVILLE

LAVON

GROVE

PECAN

NEW MESQUITE

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

2.0% 2.0%22

L

1 1

EXI

ST

RO

W

EXI

ST

RO

W

LNLN

2.0%

L

2.0%

EXI

ST

RO

W

EXI

ST

RO

W

B

2 2

11

EXI

ST

RO

W

LN

12'

LN

12'

L

28'-63' 28'-55'

EXI

ST

RO

W

100'-150' ROW

EXI

ST

RO

W

LN

12'

LN

12'

L

EXI

ST

RO

W 50'-62' 36'-54'32'-44'

SH SH

'-10'4 '-10'4

120'-150' ROW

11

EXI

ST

RO

W

EXI

ST

RO

W

L

100' TYP ROW

4

TRN

4

TRN

01- '401- '4

LN LN

44'-46'

2 2

27'-28'

SH

SH

27'-28'

SH

SH

NOTES:

4:1 MAX

6:1 DESIRABLE1

SH 205

B

SH 205

B

SH 205

B

3:1 MAX

4:1 DESIRABLE2

NOTES:

1

2

4:1 MAX

8:1 USUAL

4:1 MAX

6:1 USUAL

2.1% 2.1% 2.1% 2.1% 2.1% 2.1%

34'

4' 4'

7 7

14'-24'

43' TYP ROW

12'-17'7'-12'

43' TYP ROW

13' 18'12'

LN

12'

1

2

1' OFFSET

2' OFFSET

1

2

1' OFFSET

2' OFFSET

1 1

STA 323+00 TO STA 335+00

STA 289+18 TO STA 321+00

STA 275+64 TO STA 284+34

STA 241+10 TO STA 270+81

STA 222+00 TO STA 238+70

PROPOSED SH 205 TYPICAL SECTION

STA 321+00 TO STA 323+00

STA 238+70 TO STA 241+10

PROPOSED SH 205 TYPICAL SECTION

STA 222+00 TO STA 223+56

EXISTING SH 205 TYPICAL SECTION

STA 323+00 TO STA 335+00

STA 241+43 TO STA 321+00

STA 223+56 TO STA 238+61

EXISTING SH 205 TYPICAL SECTION

STA 321+00 TO STA 323+00

STA 238+61 TO STA 241+43

EXISTING SH 205 TYPICAL SECTION

LN

12'

LN

12'

LN

12'

LN

12'

L

SH 205

B & PGL

MEDIAN

18' MIN 42'42'

2

SW

5'

4'

6'

CURB, TYPTYPE I

2

SW

5'

4'

6'

EXI

ST/

PR

OP

RO

W

EXI

ST/

PR

OP

RO

W

ROW VARIES (170'-235')

2

L

SH 205

B & PGL

2

SW

5'

2.0%

LN

12'

SW

5'

2.0%

LN

12'2

TRN

2

TRN

4'

6'

4'

6'LN

12'

LN

12'

CURB, TYPTYPE I

42'-54'42'-54'

MEDIAN

6'-18'

EXI

ST/

PR

OP

RO

W

EXI

ST/

PR

OP

RO

W

ROW VARIES (170'-235')

LN

12'

SW

2.0%

PR

OP

RO

W

PR

OP

RO

W

LN

12'

SW

2.0%

L

SH 205

B & PGL

1 1 1 1

ROW VARIES (212'-248')

CTR, TYP

PROP PED RAIL

LN

12'

LN

12'

16'

5'

49'

5'

50'50'

-57'

47'

-'73

STA 284+34 TO STA 289+18

STA 270+81 TO STA 275+64

PROPOSED SH 205 TYPICAL SECTION

SH

10'

SH

10'

SH

8'

SH

8'

SH

10'

SH

10'

SH

8'

SH

8'

SH

10'

SH

8'

SH

8'

SH

10'

2.0%

L

2.0%

EXI

ST

RO

W

EXI

ST

RO

W

B

2 2

18'

2.0%

L

2.0%

EXI

ST

RO

W

EXI

ST

RO

W

B

2 2

2.0% 2.0%22

L

1 1

EXI

ST

RO

W

LNLN

40' TYP ROW

10'-24'

5 5

PCAND

B & PGL

STA 8+40 TO STA 10+00

PROPOSED CANDICE CIR TYPICAL SECTION

10'-17'6'-13'

2.0% 2.0%22

L

1 1

EXI

ST

RO

W

EXI

ST

RO

W

LNLN

7 7

14'-24'

PSHAD

B & PGL

STA 8+40 TO STA 10+00

TYPICAL SECTION

PROPOSED SHADOW BROOK CT

60' TYP ROW

18'-22'18'-24'

PCR250

B & PGL

STA 8+30 TO STA 10+00

PROPOSED CR 250 TYPICAL SECTION

40' TYP ROW

10'

LN

10'

12'

PCAND

STA 7+00 TO STA 10+00

CANDICE CIR

EXISTING TYPICAL SECTION

LN

8'

LN

8'

16'

60' TYP ROW

22' 22'

PSHAD

STA 7+00 TO STA 10+00

SHADOW BROOK CT

EXISTING TYPICAL SECTION

PCR250

STA 6+00 TO STA 10+00

CR 250

EXISTING TYPICAL SECTION

PR

OP/

EXI

ST

RO

W

2.0% 2.0%

24' TYP

15' MIN

24' TYP

15' MIN

24' TYP

15' MIN

24' TYP

15' MIN

10

+00

7+00

7+00

10

+00

10

+00

6+00

225+00

230+00

235+00240+00

245+00250+00

255+00

260+00

265+00

270+00

275+00280+00

285+00290+00

295+00300+00

305+00

310+00

315+00

320+00

325+00

330+00

335+00

CA

NDIC

E CIR

CR 250

POIN

T C

REE

K

LIT

TLE HIG

H

PROP ROW

EXIST ROW

EXIST ROW

PROP ROW

K-19

K-10

K-24

K-13

K-54

K-9

K-6

K-12

K-8

K-32

K-41

K-51K-44

K-55

K-21

K-11

K-49

K-42

K-52

K-36

K-47

K-30

K-33K-35

K-18

K-16

K-17

K-15

K-20

K-39K-37

K-31K-40

K-46 K-43

K-25K-28

K-61

K-57 K-56 K-50

K-38

K-26 K-23

K-27 K-22 K-14

K-7

K-4

TAXIWAY

K-3

K-5

R-604

R-605

BR

OO

K C

TS

HA

DO

W

CR

EE

KHIG

H P

OIN

T

R-603

STA 321+00.00

B PSH205-S

BEGIN BRIDGE

STA 323+00.00

B PSH205-S

END BRIDGEPSH205-S-7

PSH205-S-8 PSH205-S-9

PSH205-S-11

B PSH205-S

B PSH205-S

B PSH205-SPROPOSED 4'x3' SBC

B PSH205-S STA 226+46.37

CULVERT B7

PROPOSED 5'x4' SBC

B PSH205-S STA 247+29.99

CULVERT B9

PROPOSED 2-6'x3' MBC

B PSH205-S STA 255+18.97

CULVERT B10PROPOSED 6'x3' SBC

B PSH205-S STA 279+70.61

CULVERT B11 PROPOSED 3'x3' SBC

B PSH205-S STA 297+83.48

CULVERT B12

TO BE REMOVED

EXIST 4'x3' SBC

TO BE REMOVED

EXIST 4'x4' SBC

TO BE REMOVED

EXIST 2-6'x3' MBC

TO BE REMOVED

EXIST 6'x5' SBC

TO BE REMOVED

EXIST 3'x3' SBC

20°

SKEW 20.0°

STA 238+70.00

B PSH205-S

BEGIN BRIDGE

20°

B PCAND

L

L

L

MATCH EXISTING PAVEMENT

B PCAND STA 8+40.00, EL.=498.09'

END CANDICE CIR CONSTRUCTION

PCAND-1

L

L

L

L

MATCH EXISTING PAVEMENT

B PSHAD STA 8+40.00, EL.=500.91'

END SHADOW BROOK CT CONSTRUCTION

B PSHADL

B PCR250 STA 10+00.00

B PSH205-S STA 289+18.16, EL.=520.33'

MATCH EXISTING PAVEMENT

B PCR250 STA 8+30.00, EL.=518.81'

BEGIN CR 250 CONSTRUCTION

B PCR250

B PCAND STA 10+00.00

B PSH205-S STA 263+83.12, EL.=501.05'

B PSHAD STA 10+00.00

B PSH205-S STA 275+63.73, EL.=504.09'

PSH205-S-10

SKEW 20.0°

STA 241+10.00

B PSH205-S

END BRIDGE

(50'x15')

EASEMENT

PROP DRNG

PROP ROW

EXIST ROW

PROP ROW

EXIST ROW

EXIST ROW

PROP ROW

(380'x280')

EASEMENTPROP DRNG

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

3 3

PARCEL DATA

N

N

CURVE DATA

TRAFFIC DIAGRAM

540

470

480

490

500

510

520

530

550

560

570

PS

H205-S S

TA 2

22+00

MA

TC

H LIN

E - S

EE R

OLL 2

PS

H205-S S

TA 3

35+00

MA

TC

H LIN

E - S

EE R

OLL 4

PSH205-S - STATE HIGHWAY 205

540

470

480

490

500

510

520

530

550

560

570

Parcel ID Owner's Name Parcel Address

K-3 DOWCO INVESTMENTS INC HWY 205

K-4 JONES JUDY 17263 HWY 205

K-5 CTR UNLIMITED LLC 17300 HWY 205

K-6 JONES JUDY 17263 HWY 205

K-7 DOWCO INVESTMENTS INC HWY 205

K-8 KWA VENTURES LP HWY 205

K-9 KWA VENTURES LP HWY 205

K-10 HWY 205 FARM LTD HWY 205

K-11 MULLINS CHARLES A & LADONNA 16978 HWY 205

K-12 KWA VENTURES LP 17000 HWY 205

K-13 GREENHAW SANDY KAY 16960 HWY 205

K-14 TERRELL 400 CR250 LLLP HWY 205

K-15 SEPULVEDA ELESEO M & SIMS WATANA J HWY 205

K-16 SEPULVEDA ELESEO M & SIMS WATANA J 16912 HWY 205

K-17 SEPULVEDA ELESEO M & SIMS WATANA J HWY 205

K-18 CARRINGTON GARY 16898 HWY 205

K-19 CITY OF DALLAS HWY 205

K-20 HWY 205 FARM LTD HWY 205

K-21 TERRELL 400 CR250 LLLP HWY 205

K-22 CITY OF DALLAS CO RD 233

Parcel ID Owner's Name Parcel Address

K-23 HWY 205 FARM LTD HWY 205

K-24 HWY 205 FARM LTD HWY 205

K-25 LEMMOND BRENT & KIM HWY 205

K-26 HWY 205 FARM LTD HWY 205

K-27 TERRELL 400 CR250 LLLP HWY 205

K-28 LUNA GUY 16751 HWY 205

K-29 HWY 205 FARM LTD HWY 205

K-30 LUNA GUY & DEBBIE 16547 HWY 205

K-31 LYNCH PROPERTIES LLC HWY 205

K-32 RITTMULLER PAUL & ELSIE 16691 HWY 205

K-33 KING RICHARD & PHALA NOP 16673 HWY 205

K-34 LYNCH PROPERTIES LLC 16252 HWY 205

K-35 WEISENBURG JACK & SHERREEN 16657 HWY 205

K-36 TAYLOR RODNEY W 16290 HWY 205

K-37 MULCAHY MAUREEN 16433 HWY 205

K-38 CRONIN MICHAEL HWY 205

K-39 GARCIA ANGEL HWY 205

K-40 FAITH ASSEMBLY CHRISTIAN CENTER 16150 HWY 205

K-41 NOP SOPHA HWY 205

K-42 HYSENAJ FAKMI 16220 HWY 205

Parcel ID Owner's Name Parcel Address

K-43 HAWKINS T C 16122 HWY 205

K-44 SMITH WAYNE E & MARGARET 16271 HWY 205

K-45 HENRIQUEZ MANUEL HWY 205

K-46 HAWKINS T C 16100 HWY 205

K-47 ANGLIN TERRY & PAT 16235 HWY 205

K-48 PINNELL THOMAS P & JULIA 16547 HWY 205

K-49 LOWRIE CHARLES 16092 HWY 205

K-50 ROCKWALL REAL ESTATE INVESTMENTS LLC 15950 ST HWY 205

K-51 EDMONDS FRED G & DONNA L 16113 HWY 205

K-52 TO BE DETERMINED TBD

K-53 VANCE MATILDA HWY 205

K-54 WALKER PAULA GAIL 16095 HWY 205

K-55 WALKER PAULA GAIL TBD

K-56 GALINDO MARCO TBD

K-57 SUNBELT ESTATES LLC 15950 HWY 205

K-61 ROBERTS KATHERYNE M FM RD 1392

K-64 SCOTT ROBERT E & PAMELA FM RD 1392

R-603 JWJ INVESTMENTS LTD 11579 HWY205

R-604 DERIDDER WILHELMINA C J 11651 HWY205

R-605 DOWCO INVESTMENTS INC DOWER CT

LEGEND

1,000 - 2014 ADT

1,000 - 2034 ADT

1,000 - 2044 ADT

INTERSECTION

- SIGNALIZED

PSH205-S CURVES

100' STORAGE

TYPICAL TURN BAY DETAIL

345' DECELERATION

(UNLESS NOTED OTHERWISE)

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-7 231+18.97 N 6,979,077.3797 E 2,636,295.6626 1° 58' 39.80" (LT) 12,000.00 207.13 414.21 N 45° 32' 53.23" W 414.19 229+11.84 233+26.05 N 44° 33' 33.32" W N 46° 32' 13.13" W

PSH205-S-8 261+00.14 N 6,981,128.1132 E 2,634,131.8452 2° 51' 53.26" (LT) 12,000.00 300.06 600.00 N 47° 58' 09.76" W 599.94 258+00.07 264+00.07 N 46° 32' 13.13" W N 49° 24' 06.39" W

PSH205-S-9 267+98.47 N 6,981,582.6361 E 2,633,601.5110 3° 48' 10.83" (RT) 12,000.00 398.40 796.50 N 47° 30' 00.97" W 796.35 264+00.07 271+96.57 N 49° 24' 06.39" W N 45° 35' 55.56" W

PSH205-S-10 310+98.67 N 6,984,591.5963 E 2,630,528.9943 13° 17' 01.43" (RT) 6,000.00 698.67 1391.07 N 38° 57' 24.85" W 1387.96 304+00.00 317+91.07 N 45° 35' 55.56" W N 32° 18' 54.13" W

PSH205-S-11 335+54.46 N 6,986,672.3358 E 2,629,212.8409 17° 26' 02.35" (RT) 4,500.00 689.96 1369.26 N 23° 35' 52.96" W 1363.99 328+64.50 342+33.76 N 32° 18' 54.13" W N 14° 52' 51.78" W

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

PCAND-1 8+89.66 N 6,981,396.0178 E 2,633,988.7988 2° 24' 22.62" (LT) 1,040.00 21.84 43.68 S 41° 52' 56.34" W 43.67 8+67.82 9+11.50 S 43° 05' 07.65" W S 40° 40' 45.03" W

335+00

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

F V R D - British Columbia...8+4 0 0 + 0 0 0 1+354 1 0 + 2 9 8 3 2 + 4 8 9 2 4 + 4 7 4 2 2 + 0 4 9 17+498 1 5 + 0 2 1 0 + 0 0 0 1 0 4 4 0 2 6 + 8 4 0 2 4 + 0 5 0 2 1 + 3 8 0 19+670

F V R D - British Columbia...8+4 0 0 + 0 0 0 1+354 1 0 + 2 9 8 3 2 + 4 8 9 2 4 + 4 7 4 2 2 + 0 4 9 17+498 1 5 + 0 2 1 0 + 0 0 0 1 0 4 4 0 2 6 + 8 4 0 2 4 + 0 5 0 2 1 + 3 8 0 19+670

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AORTIC STENOSIS · 2020. 9. 17. · MITRAL STENOSIS Mobility (0-4) Thickening (0-4) Chordal involvement (0-4) Calcification (0-4) MV SCORE 0-8: EXCELLENT 9-12: INTERMEDIATE.

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