540 500 510 520 530 550 560 570 LEGEND 0,000 - 2014 ADT 0,000 - 2034 ADT 0,000 - 2044 ADT INTERSECTION - SIGNALIZED TRAFFIC DIAGRAM N N N N N N N N 3 3 1025+00 980+00 910+00 CURVE DATA 980+00 PSH205-S - STATE HIGHWAY 205 PSH205-S - STATE HIGHWAY 205 490 480 470 540 500 510 520 530 550 560 570 490 480 470 540 500 510 520 530 550 560 570 490 480 470 540 500 510 520 530 550 560 570 490 480 470 PROPERTY OWNERS 10 2 5 + 0 0 980+00 980+00 91 0 + 00 ADDITIONAL DATA DHV : 4.6 ADT : 6.1 Trucks (%): K : 10.6 DD (%) : 53-47 SH 276 - FM 552: DHV : 6.5 ADT : 8.6 Trucks (%): K : 10.6 DD (%) : 53-47 FM 552 - SH 205 N: 100' STORAGE TYPICAL TURN BAY DETAIL 345' DECELERATION (UNLESS NOTED OTHERWISE) DEVELOPED BY TXDOT TP&P (AUGUST 2017). AVERAGE DAILY TRAFFIC VOLUME PROJECTIONS PSH205-S 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-M-10 918+69.04 N 7,033,064.59 E 2,600,056.40 4° 29' 16.19" (RT) 2,000.00 78.37 156.65 N 3° 05' 36.09" W 156.61 917+90.67 919+47.33 N 5° 20' 14.18" W N 0° 50' 57.99" W PSH205-M-11 941+13.13 N 7,035,308.46 E 2,600,020.25 8° 58' 02.06" (LT) 1,746.50 136.95 273.34 N 5° 37' 57.22" W 273.06 939+76.18 942+49.52 N 1° 08' 56.19" W N 10° 06' 58.25" W PSH205-M-12 944+14.36 N 7,035,605.56 E 2,599,967.24 17° 02' 43.80" (LT) 1,100.00 164.84 327.25 N 18° 38' 20.15" W 326.04 942+49.52 945+76.77 N 10° 06' 58.25" W N 27° 09' 42.05" W PSH205-M-13 949+29.50 N 7,036,066.06 E 2,599,730.96 25° 14' 49.12" (RT) 1,575.00 352.73 694.01 N 14° 32' 17.49" W 688.41 945+76.77 952+70.78 N 27° 09' 42.05" W N 1° 54' 52.93" W PSH205-M-14 964+69.29 N 7,037,616.43 E 2,599,679.13 70° 11' 22.54" (LT) 1,100.00 772.94 1347.54 N 37° 00' 34.20" W 1264.85 956+96.35 970+43.89 N 1° 54' 52.93" W N 72° 06' 15.47" W PSH205-M-15 992+98.53 N 7,038,546.76 E 2,596,798.03 71° 30' 53.37" (RT) 1,200.00 864.11 1497.80 N 36° 20' 48.79" W 1402.45 984+34.41 999+32.22 N 72° 06' 15.47" W N 0° 35' 22.10" W SH 205 SH 205 SH 205 SH 205 PS H20 5 - S S T A 910 + 00 CS J 0451 - 05 - 001 M A T CH L I NE - S EE RO LL 2 PS H205 - S S T A 102 5 + 00 CS J 0451 - 05 - 00 1 M A T CH L I NE - S EE RO LL 4 PS H 205 - S S T A 980 + 00 C S J 0451 - 05 - 001 M A T C H L I N E PS H 205 - SS T A980 + 00 C S J 0451 - 05 - 001 M A T C H L I N E Parcel ID Owner's Name R-60 PACESETTER HOMES LLC R-732 CDGT ROCKWALL/2016 LLC R-733-1 N/A R-734 THOMPSON BETTY L R-735 CITY OF ROCKWALL R-736 MILLER MICHAEL AND STACY R-737 CDT ROCKWALL / 2017 LLC R-738 CITY OF ROCKWALL R-739 REED GWENDOLYN R-740 REED GWENDOLYN R-741-1 SADDLE STAR SOUTH HOLDINGS LLC R-741-2 CDT ROCKWALL / 2017 LLC R-741-3 CDT ROCKWALL / 2017 LLC R-742 R & R HANCE INVESTMENTS LP R-743 UTLEY HERMAN D R-744 R & R HANCE INVESTMENTS LP R-745 GIDEON LONNIE L TR R-745-1 PACESETTER HOMES LLC R-745-2 PACESETTER HOMES LLC R-746 UTLEY HERMAN AND KRISTI R-747 LANKFORD BONNIE R-748 GRANT NICHOLAS P & SHERRI D R-749 CITY OF ROCKWALL R-750 YINGLING JOHN R R-751 BLOCK SPENCER R-752 CARUTH RIDGE ESTATES HOMEOWNERS R-753 AGUIRRE KATHLEA SWEETSY AND R-754 BLOCK SPENCER ALLEN AND AMANDA G R-755 ORR DONNIE & ALICE R-756 SIMMONS JESSE ALLAN AND ANGIE R-757 ASSOCIATION INC CARUTH RIDGE ESTATES HOMEOWNERS Parcel ID Owner's Name R-758 HANZLICEK BENJAMIN J R-759 CRUCES-RODRIGUEZ SIXTO R-760 SPARKS KERRY JOSHUA AND JENNIFER R-761 CORDER GEORGE E JR AND DOTTIE MAE R-762 HILL JUDITH LEEANN AND BILLY R-763 TAYLOR JAREN & EMILY R-764 STEVENS COURTNEY R-765 ASSOCIATION INC CARUTH RIDGE ESTATES HOMEOWNERS R-766 HARKNESS DONALD W AND SUSAN J R-767 HARRIS JIMMIE GARLAND AND MARY R-768 MORALES CLAUDIA A R-769 CRABB LAURIE M R-770 SINGH RANBIR R-771 GARRETSON MICHAEL S & MELISSA A R-772 SCHEUMANN DONALD E & TERESA A R-773 LUERA TOMMY G JR & PAMELA ANN R-774 AVENDANO JOSE GREGORIO AND NEREIDA R-775 JUAREZ ANALISA MARIE R-776 N/A R-777 WHITTINGTON RANDALL S & CHRISTINA L R-778 MCGILL MICHAEL KIMBERLY R-779 GAUVIN COLLEEN R-780 RICHARDS J MARK R-781 TANNER WILMA GRACE R-782 N/A R-783 ASSOCIATION INC CARUTH RIDGE ESTATES HOMEOWNERS R-784 WINKLEY KYLE A AND ANNA K R-785 TANNER BACIL H AND NELDA R R-786 N/A R-787 SEE BETTY R-788 CITY OF ROCKWALL R-789 CITY OF ROCKWALL R-792 RWLADERA LLC R-864 COVER JUSTIN D R-865 DICKSON WILLIAM B & ELAINE R-866 JAMESON GALE 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 503.9 504.4 505.1 507.0 509.8 512.9 515.9 518.8 522.0 525.6 528.3 531.2 532.4 533.2 533.6 534.3 534.9 535.5 535.3 536.6 537.7 538.3 539.3 540.0 540.2 538.3 536.2 533.2 531.3 530.4 528.5 527.0 525.4 524.2 508.6 505.8 507.8 505.9 512.1 521.2 520.8 521.5 523.0 525.7 528.6 530.7 532.2 532.7 533.4 534.4 535.4 536.7 538.0 539.1 539.3 541.0 542.3 543.8 545.2 546.9 548.4 550.2 551.7 553.3 554.8 556.7 557.8 557.8 556.2 553.7 505.7 EXI ST GRND @ PGL EXI ST GRND @ PGL @ PSH205-M PGL EXIST GRND @ PSH205-M PGL EXIST GRND VPI STA 910+71.90 EL = 497.00 ( + ) 2 . 9 7 % L = 700.00' K = 88 ex = 6.92' VPI STA 918+71.90 EL = 520.76 ( + ) 3 . 92 % L = 100.00' K = 105 ex = 0.12' VPI STA 921+21.90 EL = 530.56 ( + ) 0 . 60 % L = 240.00' K = 72 ex = -1.00' VPI STA 929+36.90 EL = 535.45 ( + ) 0 . 90 % VPI STA 935+11.90 EL = 540.62 (-) 2 . 96 % L = 260.00' K = 67 ex = -1.26' VPI STA 938+51.90 EL = 530.54 (-) 1 . 00 % L = 160.00' K = 81 ex = 0.39' VPI STA 940+81.90 EL = 528.24 L = 100.00' K = 72 ex = -0.17' VPI STA 942+46.90 EL = 524.30 (-) 2 . 39 % (-) 0 . 51 % L = 150.00' K = 80 ex = 0.35' VPI STA 949+06.90 EL = 520.96 (-) 0 . 77 % VPI STA 951+71.90 EL = 518.92 ( + ) 2 . 7 8 % L = 300.00' K = 84 ex = 1.33' VPI STA 955+71.90 EL = 530.05 ( + ) 0 . 76 % L = 135.00' K = 67 ex = -0.34' VPI STA 960+11.90 EL = 533.39 ( + ) 1 . 26 % VPI STA 964+41.90 EL = 538.79 ( + ) 0 . 9 7 % VPI STA 966+71.90 EL = 541.03 ( + ) 1 . 60 % L = 135.00' K = 216 ex = 0.11' VPI STA 977+71.90 EL = 558.63 ( -) 2 . 7 5 % L = 300.00' K = 69 ex = -1.63' VPT STA 914+21.90, EL=507.39 VPC STA 918+21.90, EL=519.27 VPT STA 919+21.90, EL=522.72 VPC STA 920+01.90, EL=525.86 VPT STA 922+41.90, EL=531.28 VPC STA 933+81.90, EL=539.45 VPT STA 936+41.90, EL=536.77 VPC STA 937+71.90, EL=532.91 VPT STA 939+31.90, EL=529.74 VPC STA 940+31.90, EL=528.74 VPT STA 941+31.90, EL=527.05 VPC STA 941+71.90, EL=526.09 VPT STA 943+21.90, EL=523.92 VPC STA 950+21.90, EL=520.07 VPT STA 953+21.90, EL=523.09 VPC STA 955+04.40, EL=528.17 VPT STA 956+39.40, EL=530.56 VPC STA 966+04.40, EL=540.37 VPT STA 967+39.40, EL=542.11 VPC STA 976+21.90, EL=556.23 VPT STA 979+21.90, EL=554.50 503.69 503.59 504.61 506.77 509.71 512.68 515.65 518.62 521.88 525.78 529.04 530.91 531.63 532.23 532.83 533.43 534.03 534.63 535.23 536.02 536.92 537.82 538.71 539.59 539.48 537.88 535.04 532.13 530.12 529.06 527.74 525.47 524.06 523.53 523.02 522.51 522.01 521.50 520.99 520.24 519.83 520.58 522.51 525.27 528.05 530.15 531.02 531.78 532.54 533.30 534.50 535.75 537.01 538.26 539.36 540.33 541.52 543.08 544.68 546.28 547.88 549.48 551.08 552.68 554.28 555.88 557.04 556.78 555.07 552.36 504.92 @ PSH205-M PGL EXIST GRADE @ PSH205-M PGL EXIST GRADE FM 1141 CRESCENT COVE DR PHELPS LAKE DR E QUAIL RUN RD E QUAIL RUN RD ESH205- M ELEV @ PGL ESH205- M ELEV @ PGL 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 MOHAMED K. BUR, P.E., DISTRICT ENGINEER PROJECT LENGTH: FUNCTIONAL CLASSIFICATION: AVERAGE DAILY TRAFFIC: GENERAL NOTES: SUBMITTED: DATE APPROVED: DATE C 2019 by Texas Department of Transportation all rights reserved T XDO T DA LL A S D I S T R I C T TEXAS COUNTY MAP N.T.S. TEXAS DEPARTMENT OF TRANSPORTATION 400 300 200 100 0 HORIZONTAL SCALE: 20 30 40 10 0 VERTICAL SCALE: R 7.6 MILES ROCKWALL COUNTY,TEXAS SH 205: CROSS STREETS: 40 MPH 30 MPH DESIGN SPEEDS: LEGEND: EXISTING ROW EXISTING PROPERTY LIMITS POTENTIAL DISPLACEMENTS PROPOSED ROW PROPOSED EDGE OF PAVEMENT 100 YR FLOODPLAIN LIMITS DIRECTION OF TRAVEL PROPOSED BRIDGE PROPOSED SIDEWALK PAVEMENT / BRIDGE TO BE REMOVED PROPOSED PAVEMENT PROPOSED CROSS STREET BASELINE PROPOSED CULVERT EXISTING CULVERT PROPOSED BRIDGE BENT/ABUTMENT PROPOSED BRIDGE RAIL FLOW ARROW FLOODWAY LIMITS PROPOSED PROJECT BY OTHERS ARTERIAL PRINCIPAL EXISTING SIDEWALK 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. EXISTING EASEMENT PROPOSED EASEMENT 8,600 (2020) 12,400 (2040) PROPOSED BASELINE EXISTING WATER EXISTING FIBER OPTIC EXISTING TELEPHONE / CABLE EXISTING ELECTRIC EXISTING WASTEWATER EXISTING GAS LINE CURB RAMP EXISTING BASELINE DETERMINED DURING PS&E DESIGN. EXISTING ROADWAY ARE PROPOSED TO STAY WITHIN EXISTING ROW. THESE WILL BE SHORT RETAINING WALLS MIGHT BE REQUIRED WHERE SIDEWALKS ADJACENT TO THE SHALL REQUIRE CONSTRUCTION AGREEMENT. CONSTRUCTION OF DRIVEWAYS OUTSIDE OF EXISTING AND PROPOSED RIGHT OF WAY 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 (AUGUST 2017). 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 COUNTY APPRAISAL DISTRICT (MAY 2018). PARCEL LIMITS AND OWNERSHIP INFORMATION WERE COLLECTED FROM THE ROCKWALL TOPOGRAPHY DATA WAS COLLECTED IN SUMMER OF 2017. AND RECORD PLANS. NOT ALL EXISTING FEATURES WERE FIELD SURVEYED. AERIAL THE SCHEMATIC LAYOUTS ARE BASED ON LIMITED FIELD SURVEY, AERIAL TOPOGROPHY 07/25/2019 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 STA 700+00.00 CSJ: 0451-05-001 BEGIN SH 205 PROJECT STA 700+00.00 CSJ: 0451-05-001 BEGIN SH 205 PROJECT STA 700+00.00 CSJ: 0451-05-001 BEGIN SH 205 PROJECT STA 700+00.00 CSJ: 0451-05-001 BEGIN SH 205 PROJECT STA 700+00.00 CSJ: 0451-05-001 BEGIN SH 205 PROJECT STA 1100+09.03 CSJ: 0451-05-001 END SH 205 PROJECT STA 1100+09.03 CSJ: 0451-05-001 END SH 205 PROJECT STA 1100+09.03 CSJ: 0451-05-001 END SH 205 PROJECT STA 1100+09.03 CSJ: 0451-05-001 END SH 205 PROJECT STA 1100+09.03 CSJ: 0451-05-001 END SH 205 PROJECT SH 205 DESIGN SCHEMATIC FROM JCT SH 205/JOHN KING (S GOLIAD ST) TO NORTH OF JOHN KING (ROCKWALL C/L) ROCKWALL COUNTY, TEXAS CSJ: 0451-05-001 ROLL OF 4 JULY 25, 2019 JULY 25, 2019 JULY 2019 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 MOHAMED K. BUR, P.E., DISTRICT ENGINEER PROJECT LENGTH: FUNCTIONAL CLASSIFICATION: AVERAGE DAILY TRAFFIC: SUBMITTED: DATE APPROVED: DATE C 2019 by Texas Department of Transportation all rights reserved T XDO T DA LL A S D I S T R I C T TEXAS COUNTY MAP N.T.S. TEXAS DEPARTMENT OF TRANSPORTATION 400 300 200 100 0 HORIZONTAL SCALE: 20 30 40 10 0 VERTICAL SCALE: R 7.6 MILES ROCKWALL COUNTY,TEXAS SH 205: CROSS STREETS: 40 MPH 30 MPH DESIGN SPEEDS: ARTERIAL PRINCIPAL 8,600 (2020) 12,400 (2040) 07/25/2019 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 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 STA 700+00.00 CSJ: 0451-05-001 BEGIN SH 205 PROJECT STA 700+00.00 CSJ: 0451-05-001 BEGIN SH 205 PROJECT STA 700+00.00 CSJ: 0451-05-001 BEGIN SH 205 PROJECT STA 700+00.00 CSJ: 0451-05-001 BEGIN SH 205 PROJECT STA 700+00.00 CSJ: 0451-05-001 BEGIN SH 205 PROJECT STA 1100+09.03 CSJ: 0451-05-001 END SH 205 PROJECT STA 1100+09.03 CSJ: 0451-05-001 END SH 205 PROJECT STA 1100+09.03 CSJ: 0451-05-001 END SH 205 PROJECT STA 1100+09.03 CSJ: 0451-05-001 END SH 205 PROJECT STA 1100+09.03 CSJ: 0451-05-001 END SH 205 PROJECT SH 205 DESIGN SCHEMATIC FROM JCT SH 205/JOHN KING (S GOLIAD ST) TO NORTH OF JOHN KING (ROCKWALL C/L) ROCKWALL COUNTY, TEXAS CSJ: 0451-05-001 ROLL OF 4 JULY 25, 2019 JULY 25, 2019 JULY 2019 L 24' 2.0% LN 12' 24' 2.0% LN 12' LN 12' LN 12' LN 12' EXIST ROW EXIST ROW 120' TYP ROW 44' 14' 14' 2 2 EXISTING TYPICAL SECTIONS PROPOSED TYPICAL SECTIONS STA 910+00 TO STA 1025+00 EXISTING JKB TYPICAL SECTION NOTES: 3:1 MAX 4:1 DESIRABLE 2 PSH205-M B & PGL L INTERIM ULTIMATE PSH205-M B & PGL L STA 910+00 TO STA 1025+00 PROPOSED SH 205 TYPICAL SECTION - INTERIM STA 910+00 TO STA 1025+00 PROPOSED SH 205 TYPICAL SECTION - ULTIMATE 3 0'-2' OFFSET NOTES: 4:1 MAX 6:1 DESIRABLE 1 3:1 MAX 4:1 DESIRABLE 2 1 2 1' DIMENSION 2' OFFSET 3 GRADING NEEDED BASIS BASED ON DITCHES PROVIDED ON AN AS 2.0% 2.0% EXIST ROW EXIST ROW 120' TYP ROW 14' 14' 2 2 8 SW SW 2.0% 2.0% EXIST ROW EXIST ROW 120' TYP ROW 14' 14' 2 2 8 SW SW LN 14' LN 11' LN 11' 1 1 LN 11' 1 LN 11' LN 14' 1 24'-48' 24'-48' 2 TRN 2 TRN 32'-44' 1 TRN TRN 1 5'-16' 38'-61' 38'-61' PSH205-M B & PGL 1 1 1 1 LN 11' LN 11' LN 11' LN 11' 2.0% 2.0% SW SW 8 (*) (*) NOT CONTINUOUS EXISTING SIDEWALKS (*) NB SB NB SB SB NB TRN 2 TRN 2 2 TRN 2 TRN 4,600 600 1,100 FM 1141 1,200 800 600 200 200 5,100 1,100 1,400 2,500 200 DR CRESCENT COVE DR PHELPS LAKE RD E. QUAIL RUN 300 1,800 800 3,600 1,600 6,500 1,100 800 8,000 300 300 8,500 6,000 5,600 1,600 2,000 7,200 400 7,400 1,800 900 4,000 2,000 1,300 900 9,000 9,500 400 400 1,800 2,200 8,100 6,200 300 300 5,900 4,900 1,100 100 200 2,600 800 FM 552 800 5,800 1,600 900 HAYS LN RD E. QUAIL RUN DR FEATHERSTONE 500 500 8,700 800 200 8,400 1,600 300 7,000 1,300 1,100 1,100 2,300 3,700 8,400 9,700 600 600 300 9,400 1,800 400 7,900 1,500 4,100 9,400 1,300 1,300 2,700 900 600 980+00 985+00 990+00 995+00 1000+00 1005+00 1010+00 1015+00 1020+00 553.7 550.8 548.2 545.8 543.7 542.5 541.3 540.1 538.7 537.5 536.8 536.4 538.5 539.2 538.7 538.0 537.3 536.1 534.5 533.5 532.7 531.4 531.8 531.1 530.7 530.2 529.6 529.0 527.9 527.8 525.3 521.2 516.4 512.2 508.7 506.7 505.7 506.6 508.1 510.2 513.2 516.7 520.5 522.9 524.4 525.4 EXI ST GRND @ PGL EXI ST GRND @ PGL @ PSH205-M PGL EXIST GRND @ PSH205-M PGL EXIST GRND VPI STA 983+01.90 EL = 544.05 (-) 1 . 25 % L = 135.00' K = 90 ex = 0.25' VPI STA 990+11.90 EL = 535.18 ( + ) 1 . 37 % L = 210.00' K = 80 ex = 0.69' VPI STA 992+71.90 EL = 538.74 (-) 0 . 70 % L = 135.00' K = 65 ex = -0.35' VPI STA 996+21.90 EL = 536.30 (-) 1 . 86 % L = 135.00' K = 117 ex = -0.20' VPI STA 998+15.90 EL = 532.70 (-) 0 . 50 % L = 135.00' K = 100 ex = 0.23' VPI STA 1009+55.90 EL = 527.00 ( -) 5 . 0 0 % L = 280.00' K = 62 ex = -1.57' VPC STA 982+34.40, EL=545.91 VPT STA 983+69.40, EL=543.21 VPC STA 989+06.90, EL=536.49 VPT STA 991+16.90, EL=536.62 VPC STA 992+04.40, EL=537.82 VPT STA 993+39.40, EL=538.27 VPC STA 995+54.40, EL=536.77 VPT STA 996+89.40, EL=535.05 VPC STA 997+48.40, EL=533.95 VPT STA 998+83.40, EL=532.36 VPC STA 1008+15.90, EL=527.70 VPT STA 1010+95.90, EL=520.00 552.36 549.60 546.85 544.34 542.82 541.58 540.33 539.08 537.83 536.58 535.87 536.40 537.76 538.43 537.85 537.15 536.36 534.85 533.13 532.28 531.78 531.28 530.78 530.28 529.78 529.28 528.78 528.28 527.78 526.71 524.06 519.79 524.07 ( -) 2 . 75 % ( + ) 0 . 90 % @ PSH205-M PGL EXIST GRADE @ PSH205-M PGL EXIST GRADE HAYS LN FEATHERSTONE DR FM 552 ESH205- M ELEV @ PGL ESH205- M ELEV @ PGL VPI STA 1015+21.90 EL = 498.70 ( + ) 3 . 06 % L = 640.00' K = 79 ex = 6.45' VPI STA 1022+89.28 EL = 522.17 ( + ) 0 . 90 % L = 170.00' K = 79 ex = -0.46' VPC STA 1012+01.90, EL=514.70 VPT STA 1018+41.90, EL=508.49 VPC STA 1022+04.28, EL=519.57 VPT STA 1023+74.28, EL=522.94 514.79 510.40 507.27 505.39 504.77 505.41 507.32 510.26 513.32 516.38 519.44 521.92 523.17 EXISTING AS BUILTS COULD NOT BE LOCATED PROFILE BASED ON EXISTING CONTOURS 539.7 505.6 531.5 528.8 538.6 506.5 503.5 CRE S CE N T COV E D R E QUAI L RUN RD P H EL PS L AKE D R E QUAI L RUN RD R-789 R - 785 R - 781 R - 783 R - 779 R - 777 R - 775 R - 772 R - 774 R - 771 R - 776 R - 765 R - 770 R - 769 R - 768 R - 766 R - 764 R - 763 R - 762 R - 761 R - 760 R - 758 R - 756 R - 757 R - 755 R-753 R - 752 R - 749 R - 750 R - 745 R - 743 R - 746 R - 747 R - 748 R - 751 R - 754 R - 759 R - 767 R - 773 R - 778 R - 780 R - 784 R - 782 R-786 R-788 R-787 R-744 R - 7 4 1 R - 7 4 5 - 1 R-745-2 R-792 R - 865 R - 864 R - 866 522.6 521.9 531.5 520.7 526.2 514.2 503.9 HAY S L N R-742 R-738 R-735 R-734 R-736 R-737 R-739 R-740 R - 60 R-732 T HO M PS ON BR AN C H D R F E AT H E RS T ON E R - 741 - 1 R - 741 - 2 R - 7 4 1 - 3 R-733-1 WW WW WW 91 0 + 00 91 5 + 00 9 20 + 00 925 + 0 0 930 + 00 9 3 5 + 00 94 0 + 0 0 945 + 00 950+00 9 5 5 + 00 960 + 00 965 + 00 970+00 975+00 980+00 WW WW WW 980+00 985+00 990+00 995 + 00 1000 + 00 100 5 + 00 1 010 + 00 1015 + 00 1 02 0 + 00 10 2 5 + 0 0 L I M I T S RO CKW ALL CI T Y L I M I T S RO CKW AL L CI T Y L I M I T S RO CKW AL L CI T Y L I M I T S RO CKW ALL CI T Y APPROVED SCHEMATIC JULY 25, 2019 APPROVED SCHEMATIC JULY 25, 2019 1141 TEXAS 205 E X I S T I NGR O W E X I S T I NGR O W B PSH205-M L EXI ST I NG ROW EXI ST I NG ROW B PSH205-M L PSH205-M-10 PSH205-M-11 PSH205-M-12 PSH205-M-13 PSH205-M-14 290' TURN BAY LENGTH 145' TURN BAY LENGTH 305' TURN BAY LENGTH 145' TURN BAY LENGTH 310' TURN BAY LENGTH E X I S T I NGD R A I NAG EE S M T 330' TURN BAY LENGTH L B PSH205-M STA 926+80 APPROX. START EX RETAINING WALL L B PSH205-M STA 942+51 APPROX. END EX RETAINING WALL L B PSH205-M STA 949+24 APPROX. START EX RETAINING WALL L B PSH205-M STA 944+55 BEGIN EX BRIDGE B PSH205-M STA 949+03 END EX BRIDGE B PSH205-M STA 951+56 APPROX. END EX RETAINING WALL L L TO REMAIN IN PLACE 1-8'x8' MBC B PSH205-M STA 977+63.66 CULVERT J9 L 720' TURN BAY LENGTH BY OTHERS. CONSTRUCTED. QUAIL RUN RELOCATION BEING DEVELOPED WILL BE CLOSED WHEN ULTIMATE SIX LANE ROADWAY IS DURING INTERIM CONDITIONS. EXISTING MEDIAN OPENING EXISTING QUAIL RUN MEDIAN OPENING TO REMAIN OPEN PROJECT BY OTHERS. QUAIL RUN RELOCATION, TEXAS 205 552 PROJECT BY OTHERS EXI ST I NG ROW EXI ST I NG ROW B PSH205-M L E X I S T I NGR O W E X I S T I NGR O W B PSH205-M L PSH205-M-15 255' TURN BAY LENGTH 240' TURN BAY LENGTH 240' TURN BAY LENGTH 295' TURN BAY LENGTH L TO REMAIN IN PLACE 3-10'x9' MBC B PSH205-M STA 1014+11.95 CULVERT J10