TEXAS DEPARTMENT OF TRANSPORTATION N TEXAS …...May 30, 2012 · 142+00 143+00 144+00 145+00...
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142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 STA = 149+25.00 EL = 543.05’ ( + ) 2 . 2 0 6 7 % ( + ) 0 . 9706 % K = 162 ex = -0.31’ SSD = 638’ STA = 156+00.00 EL = 549.60’ ( + ) 0 . 9706 % (- ) 1 . 15 0 0 % K = 141 ex = -0.80’ SSD = 463’ STA = 160+00.00 EL = 545.00’ (-) 1 . 15 0 0 % ( + ) 0 . 7500 % K = 158 ex = 0.71’ STA = 164+00.00 EL = 548.00’ ( + ) 0 . 7 5 0 0 % (-) 1 . 200 0 % K = 154 ex = -0.73’ SSD = 491’ STA = 169+00.00 EL = 542.00’ ( - ) 1 . 2000 % (-) 0 . 5 8 3 3 % K = 324 ex = 0.15’ STA = 175+00.00 EL = 538.50’ (-) 0 . 5 8 3 3 % ( + ) 0 . 5000 % K = 185 ex = 0.27’ STA = 180+50.00 EL = 541.25’ ( + ) 0 . 5000 % ( + ) 1 . 2 778 % K = 257 ex = 0.19’ STA = 192+50.00 EL = 534.14’ (-) 1 . 7 14 7 % ( + ) 1 . 1 48 0 % K = 140 ex = 1.43’ VPC 148+ 25. 00 EL. = 540. 84’ VPT 150+ 25. 00 EL. = 544. 02’ VPC 154+ 50. 00 EL. = 548. 14’ VPT 157+ 50. 00 EL. = 547. 87’ VPC 158+ 50. 00 EL. = 546. 73’ VPT 161 + 50. 00 EL. = 546. 13’ VPC 162+ 50. 00 EL. = 546. 88’ VPT 165+ 50. 00 EL. = 546. 20’ VPC 168+ 00. 00 EL. = 543. 20’ VPT 170+ 00. 00 EL. = 541 . 42’ VPC 174+ 00. 00 EL. = 539. 08’ VPT 176+ 00. 00 EL. = 539. 00’ VPC 179+ 50. 00 EL. = 540. 75’ VPT 181 + 50. 00 EL. = 542. 53’ VPC 190+ 50. 00 EL. = 537. 57’ VPT 194+ 50. 00 EL. = 536. 44’ 541 . 37 542. 32 543. 12 543. 76 544. 26 544. 75 545. 23 545. 72 546. 20 546. 69 547. 17 547. 66 548. 14 548. 54 548. 76 548. 80 548. 67 548. 36 547. 87 547. 30 546. 72 546. 23 545. 89 545. 71 545. 69 545. 83 546. 13 546. 50 546. 88 547. 17 547. 30 547. 27 547. 07 546. 72 546. 20 545. 60 545. 00 544. 40 543. 80 543. 20 542. 64 542. 15 541 . 75 541 . 42 541 . 12 540. 83 540. 54 540. 25 539. 96 539. 67 539. 37 539. 08 538. 86 538. 77 538. 82 539. 00 539. 25 539. 50 539. 75 540. 00 540. 25 540. 50 540. 75 541 . 05 541 . 44 541 . 94 542. 53 541 . 00 540. 14 539. 28 538. 43 537. 57 536. 80 536. 21 535. 80 535. 57 535. 52 535. 65 535. 95 536. 44 537. 01 537. 58 538. 16 538. 73 539. 31 539. 88 541 . 50 541 . 25 541 . 00 540. 75 540. 50 540. 25 540. 00 539. 75 539. 50 539. 25 539. 00 538. 75 538. 50 538. 25 538. 00 537. 75 537. 50 537. 25 537. 00 544. 62 544. 03 542. 20 539. 49 537. 01 535. 11 534. 00 533. 45 534. 24 535. 42 537. 28 539. 37 541 . 10 542. 65 543. 76 544. 41 545. 03 545. 69 545. 92 546. 07 546. 25 546. 27 546. 51 547. 03 547. 85 548. 23 548. 86 549. 12 549. 45 549. 46 549. 57 549. 30 549. 25 548. 96 548. 85 548. 67 548. 57 548. 60 548. 54 548. 89 548. 82 548. 88 549. 11 549. 37 549. 25 548. 94 548. 86 548. 63 548. 46 547. 80 547. 01 546. 56 545. 58 544. 87 544. 19 543. 56 543. 01 542. 51 542. 11 542. 00 541 . 71 541 . 71 541 . 70 541 . 59 541 . 60 541 . 57 541 . 26 541 . 13 541 . 04 541 . 05 541 . 09 541 . 41 541 . 19 541 . 52 541 . 67 541 . 74 542. 06 542. 35 542. 86 543. 38 544. 12 544. 77 545. 55 546. 32 547. 06 547. 63 547. 97 548. 15 548. 21 547. 88 547. 66 546. 93 546. 12 544. 81 543. 84 542. 84 542. 14 541 . 43 540. 95 540. 48 540. 17 539. 88 539. 80 539. 45 539. 37 539. 18 539. 04 539. 38 539. 76 540. 07 540. 78 541 . 27 541 . 97 542. 44 543. 31 543. 91 544. 35 544. 52 544. 64 544. 72 544. 80 544. 69 544. 33 543. 98 543. 54 543. 07 542. 77 542. 16 541 . 53 541 . 98 541 . 91 541 . 46 538. 86 538. 84 538. 73 538. 59 538. 39 538. 18 537. 87 537. 32 535. 40 STA = 185+00.00 EL = 547.00’ ( + ) 1 . 2778 % ( - ) 1 . 714 7 % K = 167 ex = -1.87’ SSD = 471’ VPC 182+ 50. 00 EL. = 543. 81 ’ VPT 187+ 50. 00 EL. = 542. 71 ’ 543. 17 543. 81 544. 37 544. 78 545. 05 545. 16 545. 13 544. 95 544. 61 544. 13 543. 50 542. 71 541 . 86 STA = 200+00.00 EL = 542.75’ ( + ) 1 . 1 4 8 0 % (-) 0 . 5 0 0 0 % K = 152 ex = -0.52’ SSD = 528’ VPC 198+ 75. 00 EL. = 541 . 31 ’ VPT 201 + 25. 00 EL. = 542. 13’ 540. 45 541 . 03 541 . 58 541 . 99 542. 23 542. 31 542. 23 542. 00 541 . 75 STA = 142+80.00 EL = 541.81’ ( - ) 4 . 700 0 % 544. 63 STA = 145+00.00 EL = 533.67’ (-) 3 . 7 00 0 % ( + ) 2 . 2 0 6 7 % K = 42 ex = 1.85’ VPC 143+ 75. 00 EL. = 538. 30’ VPT 146+ 25. 00 EL. = 536. 43’ 543. 22 541 . 07 539. 22 537. 44 536. 18 535. 52 535. 44 535. 95 536. 98 538. 08 539. 19 540. 29 STA 13+ 91 . 54( FM 549) STA 10+ 11 . 00( FM 550) = STA 211 + 80. 60( FM 740) = 212+00 213+00 214+00 215+00 216+00 217+00 536. 85 L = 250.00’ L = 200.00’ L = 300.00’ L = 300.00’ L = 300.00’ L = 200.00’ L = 200.00’ L = 200.00’ L = 500.00’ L = 400.00’ L = 250.00’ L C PROPOSED ROW 35’-0" 2.00 % TRAFFIC LANE 4:1 MAX 19’-6" MIN 14’-0" 11’-0" 27’-0" FOC TO FOC 70’-0" STATION 192+35.00 TO STATION 198+28.00 STATION 188+25.00 TO STATION 188+55.00 STATION 180+80.00 TO STATION 184+60.00 L TRAFFIC LANE 2.00 % C OFFSET 1’-0" 29’-0" PROPOSED ROW 41’-0" 1’-0" OFFSET 2.00 % TRAFFIC LANE 14’-0" 11’-0" 0-10’ 11’-0" 1’-0" OFFSET 14’-0" 37’-0" FOC TO FOC 27’-0" FOC TO FOC 70’-0" PROPOSED ROW PROPOSED FM 740 DUAL LEFT TURN TYPICAL SECTION STATION 212+17.00 TO STATION 215+25.00 STATION 156+64.50 TO STATION 163+78.00 STATION 149+72.50 TO STATION 152+79.00 STATION 144+41.80 TO STATION 145+75.00 STATION 203+63.00 TO STATION 206+69.00 STATION 172+04.50 TO STATION 173+50.00 STATION 167+38.50 TO STATION 168+27.00 PROPOSED FM 740 RAISED MEDIAN TYPICAL SECTION STATION 198+28.00 TO STATION 199+89.00 STATION 185+00.00 TO STATION 188+25.00 STATION 177+55.00 TO STATION 180+80.00 8’-0" 2.0% OFFSET 1’-0" OFFSET 1’-0" TRAFFIC/BIKE LANE 35’-0" 2.00 % TRAFFIC LANE 14’-0" 11’-0" 27’-0" FOC TO FOC 8’-0" OFFSET 1’-0" OFFSET 1’-0" TRAFFIC/BIKE LANE 4:1 MAX 2.0% PROPOSED ROW 24’-6" MIN L C PROPOSED ROW 35’-0" 2.00 % TRAFFIC LANE 4:1 MAX 19’-6" MIN 14’-0" 11’-0" 27’-0" FOC TO FOC 70’-0" 2.0% OFFSET 1’-0" OFFSET 1’-0" TRAFFIC/BIKE LANE 35’-0" 2.00 % TRAFFIC LANE 14’-0" 11’-0" 37’-0" FOC TO FOC 0’-10’ OFFSET 1’-0" TRAFFIC/BIKE LANE 4:1 MAX 2.0% PROPOSED ROW 24’-6" MIN TURN LANE MEDIAN 6’-16’ VARIES (114’ USUAL) VARIES (114’ USUAL) L SIDEWALK C PROPOSED ROW 35’-0" 2.00 % TRAFFIC LANE 4:1 MAX 19’-6" MIN 14’-0" 11’-0" 27’-0" FOC TO FOC 81’-0" 5’-0" 2.0% OFFSET 1’-0" OFFSET 1’-0" TRAFFIC/BIKE LANE 46’-0" 2.00 % TRAFFIC LANE 14’-0" 11’-0" 48’-0" FOC TO FOC 0’-10’ OFFSET 1’-0" TRAFFIC/BIKE LANE SIDEWALK 4:1 MAX 10’-0" 2.0% PROPOSED ROW 24’-6" MIN TURN LANE MEDIAN 6’-16’ VARIES (125’ USUAL) 11’-0" TURN LANE 5’-6" 5’-6" SIDEWALK 5’-0" 5’-6" SIDEWALK 5’-0" SIDEWALK 10’-0" 5’-6" SIDEWALK 10’-0" L SIDEWALK C PROPOSED ROW 35’-0" 2.00 % TRAFFIC LANE 4:1 MAX 19’-6" MIN 14’-0" 11’-0" 27’-0" FOC TO FOC 81’-0" 5’-0" 2.0% OFFSET 1’-0" OFFSET 1’-0" TRAFFIC/BIKE LANE 46’-0" 2.00 % TRAFFIC LANE 14’-0" 11’-0" 38’-0" FOC TO FOC OFFSET 1’-0" TRAFFIC/BIKE LANE SIDEWALK 4:1 MAX 10’-0" 2.0% PROPOSED ROW 24’-6" MIN VARIES (125’ USUAL) 11’-0" TURN LANE 5’-6" 5’-6" OFFSET 1’-0" 8’-0" 8’-0" L SIDEWALK C PROPOSED ROW 34’-6" 2.00 % TRAFFIC LANE 4:1 MAX 20’-0" MIN 14’-0" 11’-0" 37’-0" FOC TO FOC 80’-0" 5’-0" 2.0% OFFSET 1’-0" OFFSET 1’-0" TRAFFIC/BIKE LANE 45’-6" 2.00 % TRAFFIC LANE 14’-0" 11’-0" 38’-0" FOC TO FOC 0’-10’ OFFSET 1’-0" TRAFFIC/BIKE LANE SIDEWALK 4:1 MAX 10’-0" 2.0% PROPOSED ROW 25’-0" MIN TURN LANE MEDIAN 5’-15’ VARIES (114’ USUAL) 0’-11’ TURN LANE 5’-6" 5’-6" PROPOSED FM 740 LEFT TURN TYPICAL SECTION PROPOSED FM 740 MEDIAN & RIGHT TURN LANE TYPICAL SECTION PROPOSED FM 740 LEFT TURN LANE & RIGHT TURN LANE TYPICAL SECTION PROPOSED FM 740 LEFT TURN LANE TYPICAL SECTION TURN LANE SIDEWALK 4:1 MAX 2.0% 5’-10’ 5’-6" TO 3’-6" 4:1 MAX VARIES VARIES VARIES (113’ MIN) L TRAFFIC LANE 2.00 % C OFFSET 1’-0" 29’-0" PROPOSED ROW 42’-0" 1’-0" OFFSET 2.00 % TRAFFIC LANE 14’-0" 11’-0" 11’-0" 6’-0" 1’-0" OFFSET 14’-0" 27’-0" FOC TO FOC 38’-0" FOC TO FOC 71’-0" PROPOSED ROW STATION 215+25.00 TO STATION 216+20.00 SIDEWALK 4:1 MAX 2.0% 5’-0" 4:1 MAX VARIES VARIES VARIES (113’ MIN) 3’-6" TRAFFIC LANE 10’-0" TRAFFIC/BIKE LANE TRAFFIC/BIKE LANE TRAFFIC/BIKE LANE TRAFFIC/BIKE LANE MEDIAN 6’-16’ 2.0% 2.0% PROPOSED FM 740 LEFT TURN TYPICAL SECTION 5’-6" 0’TO 5’-6" 0’TO L C - EXISTING 2 . 0 8 % 2 . 0 8 % 26’-0" EXI STI NG ROW EXI STI NG ROW VARIES 80’-121’ 2 LANE UNDIVIDED EXISTING FM 740/ FM 550/ FM549 8 : 1 U S UA L 4 : 1 MAX 4 : 1 MA X 6 : 1 U S U A L STATION 200+38.00 TO STATION 203+63.00 STATION 189+00.00 TO STATION 192+75.00 STATION 185+00.00 TO STATION 188+25.00 STATION 177+55.00 TO STATION 180+80.00 STATION 142+80.00 TO STATION 144+41.80 STATION 163+78.00 TO STATION 167+03.00 STATION 152+79.00 TO STATION 156+04.00 STATION 145+75.00 TO STATION 149+00.00 STATION 206+69.00 TO STATION 211+44.00 STATION 173+50.00 TO STATION 176+75.00 STATION 168+27.00 TO STATION 171+52.00 L C PROPOSED ROW 35’-0" 2.00 % TRAFFIC LANE 4:1 MAX 14’-0" 11’-0" 27’-0" FOC TO FOC 70’-0" 8’-0" 2.0% OFFSET 1’-0" OFFSET 1’-0" TRAFFIC/BIKE LANE 35’-0" 2.00 % TRAFFIC LANE 14’-0" 11’-0" 27’-0" FOC TO FOC 8’-0" OFFSET 1’-0" OFFSET 1’-0" TRAFFIC/BIKE LANE PROPOSED ROW VARIES (125’ USUAL) SIDEWALK 6’-0" 7’-6" MSE WALL 1’-6" PROPOSED FM 740 MSE RETAINING WALL TYPICAL SECTION 2.0% SIDEWALK 10’-0" 11’-6" MSE WALL 1’-6" CONCRETE RIPRAP 1’ TO 6’-4" HEIGHT VARIES 1’ TO 6’-6" HEIGHT VARIES 25’-6" 29’-6" STATION 143+50.00 TO STATION 146+50.00 (OFFSET 45.50’RT) STATION 145+11.06 TO STATION 146+45.00 (OFFSET VARIES 44.00’LT TO 77.30’LT) STATION 144+65.14 TO STATION 144+88.94 (OFFSET VARIES 46.50’LT TO 70.30’LT) SIDEWALK 5’-0" 2.0% 5’-6" SIDEWALK 5’-0" 2.0% 5’-6" POP 475 L A K E R A Y H U B B A R D CITY MOB I LE (EST) P OP 200 CITY R OY S E P OP 2 , 2 06 Cr e e k Mc L E NDON - C H I S HOL M Hi g h Po i nt Cr e e k Be rr y C r e e k 66 66 66 30 67 276 205 205 FATE R O C K WA L L P OP 10 , 486 Buf f a l o Cr e e k Cr e e k Ca mp Cr ee k Li mi t Cit y Dall as Pa r k e r C r ee k Sa bi ne Cr e e k Po nd B r B L A CKL A ND MUNS ON H E A T H 205 Br us hy Bi g Lo ng Br a nc h Lit t l e Cr ee k Hac kbe rr y 205 552 549 549 551 740 3097 1139 1141 552 66 276 548 548 550 551 35 2453 67 30 1138 1140 549 740 740 550 740 548 548 POP 646 POP 2,108 276 UP RR Cr e e k Buf f a l o POP 475 L A K E R A Y H U B B A R D CITY MOB I LE (EST) P OP 20 0 CITY R OY S E P OP 2 , 2 0 6 Cr ee k Mc L E NDON - C H I S HOL M Hi g h Po i nt Cr e e k Be rr y C r ee k 66 66 66 30 67 276 205 205 FATE R O C K WA L L P OP 10 , 486 Buff a l o Cr e e k Cr e e k Ca mp Cr e e k Li mit Cit y Dall as Pa r k e r C r e e k Sa bi ne Cr e e k Pond B r B L A CKL AND MUNS ON H E A T H 205 Br us hy Bi g Long Br a nc h Li tt l e Cr e e k Hac kbe rr y 205 552 549 549 551 740 3097 1139 1141 552 66 276 548 548 550 551 35 2453 67 30 1138 1140 549 740 740 550 740 548 548 POP 646 POP 2,108 276 UP RR Cr e e k Buff a l o 527. 24 529. 23 531 . 03 532. 89 534. 73 536. 90 538. 71 539. 99 541 . 12 542. 01 542. 36 542. 45 542. 17 541 . 88 541 . 39 540. 83 540. 25 539. 56 516. 00 STA = 18+50.00 EL = 539.56’ ( + ) 3 . 8 61 9 % (-) 0 . 5000 % K = 138 ex = -3.27’ SSD = 428’ 536. 85 516. 39 518. 32 520. 25 522. 18 524. 11 526. 04 527. 97 529. 81 531 . 47 532. 95 534. 24 535. 35 536. 29 537. 04 537. 60 537. 99 538. 19 538. 22 538. 06 537. 81 537. 56 537. 31 537. 06 EL. = 527. 97’ VPC 15+ 50. 00 EL. = 538. 06’ VPT 21 + 50. 00 525. 09 522. 93 520. 76 518. 60 516. 43 L = 600.00’ 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 538. 65 537. 90 537. 12 536. 28 535. 37 534. 71 534. 14 533. 35 532. 85 532. 26 531 . 85 531 . 44 530. 93 530. 63 530. 35 530. 06 529. 73 529. 28 528. 81 528. 23 527. 33 526. 65 525. 90 525. 15 524. 20 523. 17 522. 10 520. 98 519. 85 518. 73 517. 58 516. 31 515. 01 513. 97 512. 82 511 . 74 510. 79 509. 82 508. 96 508. 09 507. 34 506. 53 505. 64 504. 79 504. 06 503. 55 503. 26 502. 90 502. 41 502. 46 502. 56 502. 89 503. 44 504. 08 504. 78 505. 48 506. 16 506. 74 507. 36 507. 95 508. 40 508. 58 508. 57 508. 42 508. 13 507. 60 212+00 213+00 214+00 216+00 217+00 218+00 219+00 221+00 222+00 223+00 224+00 226+00 227+00 228+00 232+00 231+00 229+00 236+00 234+00 233+00 239+00 238+00 237+00 244+00 243+00 242+00 241+00 536. 85 STA = 213+20.00 EL = 536.15’ (-) 0 . 5 0 00 % ( - ) 1 . 7167 % K = 164 ex = -0.30’ SSD = 646’ STA = 216+20.00 EL = 531.00’ (-) 1 . 7167 % (- ) 0 . 8750 % K = 238 ex = 0.21’ STA = 223+00.00 EL = 525.05’ (- ) 0 . 8750 % ( - ) 2 . 1 8 2 2 % K = 153 ex = -0.33’ SSD = 608’ STA = 232+25.00 EL = 504.86’ (- ) 2 . 18 2 2 % ( - ) 0 . 5000 % K = 149 ex = 0.53’ (- ) 0 . 5 0 00 % STA = 237+50.00 EL = 502.24’ ( - ) 0 . 5000 % ( + ) 1 . 4 7 6 4 % K = 101 ex = 0.49’ 507. 07 VPC 212+ 20. 00 EL. = 536. 65’ VPT 214+ 20. 00 EL. = 534. 43’ VPC 215+ 20. 00 EL. = 532. 72’ VPT 217+ 20. 00 EL. = 530. 13’ VPC 222+ 00. 00 EL. = 525. 92’ VPT 224+ 00. 00 EL. = 522. 87’ VPC 231 + 00. 00 EL. = 507. 59’ VPT 233+ 50. 00 EL. = 504. 24’ VPC 236+ 50. 00 EL. = 502. 74’ VPT 238+ 50. 00 EL. = 503. 72’ 536. 75 536. 47 536. 06 535. 49 534. 76 533. 92 533. 06 532. 22 531 . 48 530. 84 530. 31 529. 86 529. 42 528. 99 528. 55 528. 11 527. 67 527. 24 526. 80 526. 36 525. 92 525. 41 524. 72 523. 88 522. 87 521 . 78 520. 69 519. 59 518. 50 517. 41 516. 32 515. 23 514. 14 513. 05 511 . 96 510. 87 509. 77 508. 68 507. 59 506. 59 505. 75 505. 08 504. 57 504. 24 503. 99 503. 74 503. 49 503. 24 502. 99 502. 74 502. 61 502. 73 503. 10 503. 72 504. 45 505. 19 505. 93 506. 67 L = 200.00’ L = 200.00’ L = 200.00’ L = 250.00’ L = 200.00’ 100 100 100 100 (100) 100 Also, based on classification of roads. for FM 740 north of project, dated 1995. based on TxDOT traffic forecast distribution Traffic on Northside FM 740 realignment is NOTE: XXXX = Year 2008 Daily Traffic Volumes (XXXX) = Year 2028 Daily Traffic Volumes XXXX = Year 2038 Daily Traffic Volumes 2008/ 2028/ 2038 Figure 1 TXDOT - FM 740 Daily Turning Movement Forecasts 800 (600) 300 1,600 (1,300) 900 1,200 (900) 500 10,500 (8,100) 4,800 FM 549 FM 740 20,000 (15,900) 10,300 800 4,000 6,100 (600) (3,100) (5,000) 300 1,800 3,500 700 (1,000) 1,300 800 (1,200) 1,400 3,100 (4,400) 5,400 300 1,100 600 (400) (1,900) (900) 800 2,500 1,100 8,500 (7,000) 4,900 300 (200) 100 200 100 (400) (200) 600 300 1,500 (1,000) 500 100 (200) 300 4,400 (6,200) 7,500 1,500 (1,400) 1,300 6,300 (5,800) 3,700 1,300 1,000 (1,400) (1,200) 1,500 1,300 5,600 (5,200) 4,700 1,100 (1,200) 1,300 3,200 (5,000) 6,300 300 (200) 100 7,900 (6,600) 4,500 400 (200) 100 1,900 (1,200) 500 400 0 700 (200) 0 (500) 100 0 200 100 (300) 400 3,900 (5,400) 6,400 100 (200) 300 2,000 (1,400) 700 800 0 600 (600) 0 (400) 300 0 200 500 (200) 100 8,700 (6,900) 4,800 100 100 (200) (300) 300 400 1,500 (900) 400 100 (200) 300 4,000 (5,700) 6,800 7,300 (6,000) 4,800 300 (200) 100 900 (500) 400 CREST RIDGE CHIPPENDALE HIGH MEADOW 200 200 (100) (100) 100 100 100 (100) 200 4,000 (5,300) 6,300 7,100 (5,900) 4,700 400 (300) 200 1,400 (1,000) 1,000 LOMAS 400 400 (400) (300) 200 200 100 (100) 200 3,900 (4,900) 5,900 7,500 (6,200) 4,800 CHAPS 1,000 (700) 500 200 400 (100) (300) 200 3,900 (4,900) 5,900 100 (200) 300 7,500 (6,200) 4,900 200 (100) 100 WILLOWSPRINGS 300 (200) (200) 100 100 300 1,000 (600) 400 100 (100) 200 3,900 (4,900) 5,900 400 100 500 100 (200) 700 200 300 2,600 (1,800) 1,300 FM 1140 100 (200) 300 2,700 (3,600) 4,400 700 (800) 900 FM 740 700 900 (200) (700) 1,000 300 800 * SEE NOTE 900 4,200 (3,600) 3,400 1,000 (900) 900 6,000 (4,900) 3,600 800 (600) 500 FM 550 2,500 (3,900) 4,300 600 (1,000) 1,100 600 (1,000) 1,100 HUBBARD DRIVE 600 2,100 600 (1,000) (3,000) (1,000) 1,100 3,400 1,100 FM 740 FM 1140 HIGH SCHOOL 1 HIGH SCHOOL 2 PARKWAY CHRIS CUNY CROSSING HEATH HUBBARD DRIVE 600 2,100 600 (1,000) (3,000) (1,000) 1,100 3,400 1,100 4,300 (3,900) 2,500 1,100 (1,000) 600 1,100 (1,000) 600 L 2.00 % C OFFSET 1’-0" 30’-0" PROPOSED ROW 29’-0" 1’-0" OFFSET 2.00 % TRAFFIC LANE TRAFFIC LANE 21’-0" MIN 14’-0" 11’-0" 10’-0" 14’-0" 20’-0" MIN 1’-0" OFFSET LEFT TURN LANE 26’-0" FOC TO FOC 27’-0" FOC TO FOC 59’-0" PROPOSED ROW PROPOSED FM 549 TYPICAL SECTION STATION 18+90.00 TO STATION 23+91.54 100’ L TRAFFIC LANE 2.00 % C OFFSET 1’-0" 35’-0" PROPOSED ROW 35’-0" 1’-0" OFFSET 2.00 % TRAFFIC LANE OFFSET 1’-0" 14’-0" MIN 14’-0" 11’-0" 0’-10’ 12’-0" 14’-0" MIN 14’-0" LEFT TURN LANE 37’-0" FOC TO FOC 27’-0" FOC TO FOC 70’-0" PROPOSED ROW PROPOSED FM 550 TYPICAL SECTION STATION 10+11.00 TO STATION 15+15.00 L C 2.00 % TRAFFIC LANE 14’-0" 11’-0" VARIES 77’-90’ 27’-0" VARIES 42’-50’ PROPOSED ROW PROPOSED ROW L 2.00 % C 54’-0" 2.00 % TRAFFIC LANE 19’-0" MIN 14’-0" 11’-0" 12’-0" 14’-0" 7’-0" MIN EXI STI NG ROW EXI STI NG ROW 40’ 40’ 80’ LEFT TURN LANE PROPOSED FM 740 LEFT/RIGHT TURN TYPICAL SECTION L 2.00 % C 40’-0" 2.00 % 11’-0" MIN 14’-0" 12’-0" 14’-0" 18’-0" MIN PROPOSED ROW PROPOSED ROW 31’ LEFT TURN LANE PROPOSED FM 1140 LEFT TURN TYPICAL SECTION PROPOSED FM 740 TYPICAL SECTION STATION 216+20.00 TO STATION 235+95.86 STATION 235+95.86 TO STATION 238+20.00 L 2.00 % C 2.00 % 10’-6" MIN 10’-6" MIN EXI STI NG ROW PROPOSED ROW PROPOSED HUBBARD DRIVE TYPICAL SECTION STATION 62+17.00 TO STATION 65+00.00 (9’ MIN) VARIES 1’-0" OFFSET 1’-0" OFFSET 2.00 % TRAFFIC LANE 14’-0" 11’-0" 27’-0" 1’-0" OFFSET 1’-0" OFFSET 8’-16’ RAISED MEDIAN 4:1 MAX 3’-6" VARIES 62’ TO 70’ VARIES 35’TO 43’-6" OFFSET 1’-0" 1’-0" OFFSET SIDEWALK 2.0% 10’-0" 3’-6" 4:1 MAX 2.0% TRAFFIC/BIKE LANE RIGHT TURN/BIKE LANE TRAFFIC/BIKE LANE TRAFFIC/BIKE LANE 70’ 39’ 2.0% 2.0% 2.0% 2.0% STATION 10+00.00 TO STATION 13+85.00 MEDIAN 6’-16’ TRAFFIC/BIKE LANE SIDEWALK 5’-0" 2.0% 5’-6" 4:1 MAX VARIES (98’ USUAL) 4:1 MAX TRAFFIC/BIKE LANE TRAFFIC/BIKE LANE MEDIAN 6’-16’ 5’-6" SIDEWALK 5’-0" 2.0% 4:1 MAX 2.0% L TRAFFIC LANE 2.00 % C 4’-0" PROPOSED ROW 11’-0" PROPOSED ROW TRAFFIC LANE 0’ TO 11’ SHLDR ASPHALT VARIES (26’-34’) VARIES (80’ USUAL) VARIES 30’ TO 68’ TRAFFIC LANE 2.00 % 4’-0" 11’-0" TRAFFIC LANE 0’ TO 11’ SHLDR ASPHALT VARIES (26’-34’) VARIES (14’ MIN) VARIES (13’ MIN) PROPOSED FM 550 ASPHALT TRANSITION TYPICAL SECTION STATION 15+15.00 TO STATION 24+22.54 L 2.00 % C 4’-0" EXI STI NG ROW TRAFFIC LANE SHLDR ASPHALT VARIES (15’-32’) 2.00 % 4’-0" TRAFFIC LANE SHLDR ASPHALT VARIES (15’-21’) PROPOSED FM 740 ASPHALT TRANSITION TYPICAL SECTION EXI STI NG ROW 80 (8’TO 25’) VARIES VARIES (19’ TO 25’) 0’ TO 12’ MEDIAN VARIES 30’ TO 53’ TRAFFIC LANE 0’ TO 11’ 11’-0" 11’-0" STATION 238+20.00 TO STATION 240+76.85 L 2.00 % C 3’-0" EXI STI NG ROW TRAFFIC LANE SHLDR ASPHALT VARIES (14’-20’) 2.00 % 3’-0" TRAFFIC LANE SHLDR ASPHALT VARIES (14’-20’) EXI STI NG ROW 80 0’ TO 12’ MEDIAN VARIES 28’ TO 40’ 11’-0" 11’-0" PROPOSED FM 1140 ASPHALT TRANSITION TYPICAL SECTION STATION 59+77.00 TO STATION 62+17.00 (11’ TO 17’) VARIES (19’ to 25’) VARIES 4:1 MAX 4:1 MAX 4:1 MAX 4:1 MAX 4:1 MAX 4:1 MAX 0’ TO 11’ LEFT TURN LANE 24’ TO 51’ MEDIAN 0’-16’ SIDEWALK 4:1 MAX 2.0% 5’-0" 2.0% (13’-6" MIN) VARIES TRAFFIC LANE 0’ TO 12’ 77’ TO 90’ 53’-2" TO 54’-6" 22’-6" TO 36’-10" L 2.00 % C 4’-0" EXI STI NG ROW TRAFFIC LANE SHLDR ASPHALT VARIES (15’-29’) 2.00 % 4’-0" TRAFFIC LANE SHLDR ASPHALT VARIES (15’-30’) EXI STI NG ROW 0’ TO 15’ MEDIAN VARIES 30’ TO 59’ TRAFFIC LANE 0’ TO 11’ 11’-0" 11’-0" 4:1 MAX 100’ 4:1 MAX 3:1 MAX 3:1 MAX 4’-0" DITCH 4’-0" DITCH (21.5’TO 35.5’) VARIES VARIES (19.5’ TO 34.5’) PROPOSED FM 549 ASPHALT TRANSITION TYPICAL SECTION MEDIAN 0’TO 3’ SIDEWALK 5’ TO 10’ OTHERS BY TRAFFIC/BIKE LANE TRAFFIC/BIKE LANE 12’-0" TO 14’-0" 12’-0" TO 14’-0" TRAFFIC/BIKE LANE TRAFFIC/BIKE LANE VARIES STATION 12+40.00 TO STATION 18+90.00 500. 44 500. 65 500. 96 501 . 17 501 . 36 501 . 45 501 . 54 501 . 55 501 . 91 502. 27 502. 41 65+00 64+00 63+00 62+00 61+00 60+00 STA = 64+76.00 EL = 502.89’ ( + ) 0 . 5104 % 500. 34 503. 01 500. 46 500. 72 500. 97 501 . 23 501 . 48 501 . 74 501 . 99 502. 25 502. 50 502. 76 503. 01 ( + ) 0 . 5 00 0 % 10+00 11+00 12+00 13+00 14+00 502. 39 501 . 00 500. 39 499. 90 499. 36 498. 89 498. 66 498. 34 498. 13 502. 96 STA = 11+00.00 EL = 502.46’ (-) 0 . 5 0 00 % K = 53 ex = -0.24’ SSD = 403’ STA = 12+50.00 EL = 498.89’ ( - ) 2 . 3803 % (- ) 0 . 54 6 3 % K = 82 ex = 0.34’ 498. 15 VPC 11 + 75. 00 EL. = 500. 67’ VPT 13+ 25. 00 EL. = 498. 48’ 502. 96 502. 71 502. 22 501 . 27 500. 12 499. 23 498. 65 EL. = 502. 71 ’ VPC 10+ 50. 00 EL. = 501 . 27’ VPT 11 + 50. 00 L = 100.00’ L = 150.00’ 498. 34 D. R. R. C. T. VOL. 3805, PG.68 BANK OF TEXAS THE AMERI CAN NATI ONAL O. R. R. C. T. DOC.NO. 344501 ANBTX ADDI TI ON LOT 1 , BLOCK 1 D. R. R. C. T. VOL. 621 9,PG.31 BANK OF TEXAS THE AMERI CAN NATI ONAL 0. 1 7 AC.( BY DEED) D. R. R. C. T. VOL.5484,PG. 66 LAURENCE CROSSI NG, LP 0. 1 6 AC. ( BY DEED) O. R. R. C. T. DOC. NO.2371 86 HEATH MARKET PLACE,PHASE ONE LOT 1 R,BLOCK " A" D. R. R. C. T. VOL. 5436,PG. 171 RAI NS OVER TEXAS I I , LP D. R. R. C. T. VOL. 527,PG. 160 CI TY OF HEATH DI STRI CT) ( BY ROCKWALL APPRAI SAL 2. 779 AC. D. R. R. C. T. VOL. 1 1 97, PG. 285 CI TY OF HEATH 0. 536 AC. ( BY DEED) D. R. R. C. T. VOL. 1305, PG.223 HORTON GARON R. AND KRI STI B. DI STRI CT) ( BY ROCKWALL APPRAI SAL 0. 54 AC. D. R. R. C. T. VOL.1 305, PG.235 HORTON GARON R. AND KRI STI B. DI STRI CT) ( BY ROCKWALL APPRAI SAL 0. 46 AC. D. R. R. C. T. VOL. 431 1 , PG. 148 KRI STI B.HORTON AND GARON R. HORTON 0. 483 AC.( BY DEED) D. R. R. C. T. VOL.1141 , PG.253 CI TY OF HEATH DI STRI CT) ( BY ROCKWALL APPRAI SAL 0. 330 AC. D. R. R. C. T. VOL. 1 205, PG. 1 95 CI TY OF HEATH DI STRI CT) ( BY ROCKWALL APPRAI SAL 0. 309 AC. NO DEED FOUND FRANK H.BUCHANAN DI STRI CT) ( BY ROCKWALL APPRAI SAL 2. 89 AC. D. R. R. C. T. VOL. 2807, PG.44 BETH A. J ACKSON AND DAVI D W.J ACKSON 15. 00 AC. ( BY DEED) D. R. R. C. T. VOL.633,PG. 1 24 SCHOOL DI STRI CT ROCKWALL I NDEPENDENT DI STRI CT) ( BY ROCKWALL APPRAI SAL 1 2. 356 AC. BLOCK A 1 2 BLOCK B 2 1 3 4 5 LOT 1 BLOCK 1 BLOCK A BLOCK B 2 1 2 1 24 23 22 21 20 19 18 17 16 15 9 8 7 4 3 3 2 1 BLOCK C 11 10 9 8 7 5 4 6 3 2 1 BLOCK B BLOCK A 2 1 3 BLOCK C BLOCK A 2 1 2 1 29 30 BLOCK C BLOCK A 47 48 BLOCK B 4 5 2 1 BLOCK A 8 7 6 5 4 3 2 1 13 12 11 10 9 8 7 6 KING ACRES ADDITION NO. 2 CAB.A, PG.61 14 15 5 4 3 2 1 HEATH CROSSING PHASE ONE CAB.F, PG.315 LOT 1, BLOCK 1 CAB.C, PG.370 MILLER RANCH CRESTRIDGE MEADOWS PHASE THREE CAB.C, PG.160 CRESTRIDGE MEADOWS PHASE ONE CAB.B, PG.257 LAS LOMAS CAB.C, PG.256 CAB.D, PG.83 NO. 1 WILLOW SPRINGS CAB.A, PG.314 ADDITION L.B. SMIRL CAB.A, PG.389 ADDITION NO. 2 L.B. SMIRL ADDITION CAB.F, PG.54 CAB.F, PG.293 WYNDEMERE II ADDITION ANTONIO RODRIGUES SURVEY ABST. NO. 231 ABST. NO. 231 ANTONIO RODRIGUES SURVEY EDWARD TEAL SURVEY ABST. NO. 207 EDWARD TEAL SURVEY ABST. NO. 207 EDWARD TEAL SURVEY ABST. NO. 207 ABST. NO. 207 EDWARD TEAL SURVEY EDWARD TEAL SURVEY ABST. NO. 207 EDWARD TEAL SURVEY ABST. NO. 207 EGRESS ESM’ T. 15’ I NGRESS & (REM. OF 10.41 AC.) & JUSTIN KIMBAL HALL VOL.2277, PG.59 D.R.R.C.T. LOWELL DOUGLAS HALL D.R.R.C.T. VOL.83, PG.6 D.R.R.C.T. VOL.24, PG.574 (BY WILL & TESTAMENT, AVA McCUTCHEON) VOL.76, PG.97 ROBERT & JOHN WILLIAM McCUTCHEON (48 AC.) D.R.R.C.T. D.R.R.C.T. & WILLIE CLARICE ISBELL JOE FRANK ISBELL (1.0 AC.) VOL.82, PG.501 D.R.R.C.T. THE FULTON ACADEMY OF ROCKWALL VOL.1262, PG.294 (1.00 AC.) D.R.R.C.T. (11.082 AC.) & WIFE, SHERYL J. LUNZ RANDALL LEONARD LUNZ VOL.153, PG.105 ROCKWALL- HEATH HI GH SCHOOL ( 3. 67 AC. ) R. O. W. DEDI CATI ON AS PER APPROVED PLAT ( NOT RECORDED) OF 85’ ACCESS ESM’ T. TO VOL. 4019, PG. 35, D. R. R. C. T. TR HEATH PARTNERS, LTD. ( 0. 6903 AC. ) VOL.61, PG.429 OLEN WAYNE JONES & NETA FAYE JONES (12.25 AC.) D.R.R.C.T. D.R.R.C.T. (48 AC.) AVA McCUTCHEON, A WIDOW VOL.60, PG.506 (REM.) T.F. BROOKS D.R.R.C.T. JACK R. WILLIAMS & WIFE, VERNA L. BROOKS WILLIAMS (REM. OUT OF 0.645 AC.) VOL.170, PG.414 D.R.R.C.T. VOL.2043, PG.17 BANK UNITED (0.61 AC.) D.R.R.C.T. AVIS LORENE LINDROP (0.516 AC.) VOL.196, PG.890 VOL.4588, PG.140 & RHONDA LINEHAN STEVE D. LINEHAN (9.329 AC.) D.R.R.C.T. D.R.R.C.T. INST.NO. 2006-00361097 DAVID W. JACKSON & JOHN R. HUDSON (11.27 AC.) OR VOL.4710, PG.318 VOL.1177, PG.290 (0.5457 AC.) DOYLE DENTON SHERMAN D.R.R.C.T. D.R.R.C.T. (6.52 AC.) DARREL COX & ERICKA COX VOL.3234, PG.204 D.R.R.C.T. STEVE D. LINEHAN (9.9881 AC.) VOL.3911, PG.154 D.R.R.C.T. (1.00 AC.) STEVE D. LINEHAN & RHONDA LINEHAN VOL.4279, PG.17 D.R.R.C.T. (154.64 AC.) SCHOOL DISTRICT ROCKWALL INDEPENDENT VOL.2157, PG.314 VOL.3588, PG.38 JAMES M. NEVERGOLD & MICHELLE D. NEVERGOLD (12.08 AC.) D.R.R.C.T. D.R.R.C.T. (1.00 AC.) & JOYCE JONES JEFFREY WAYNE JONES VOL.93, PG.80 VOL.1931, PG.206 DALE CREST DEVELOPMENT CO., INC. (35.365 AC.) D.R.R.C.T. VOL. 4420, PG. 142 (1.44 AC.) SCOTT FLEMING VOL.4624, PG.200 D.R.R.C.T. 20’ NON- EXCLUSI VE EASEMENT RI GHTS (1.00 AC.) SCOTT FLEMING VOL.4420, PG.142 D.R.R.C.T. D.R.R.C.T. HEATH, TX CITY OF (0.70 AC.) VOL.2181, PG.173 (1 AC.) REVOCABLE TRUST VOL.1755, PG.313 D.R.R.C.T. BADGETT FAMILY LIVING (9.44 AC.) (3.07 AC.) VOL.1720, PG.28 OF ROCKWALL FULTON ACADEMY D.R.R.C.T. D.R.R.C.T. THE FULTON ACADEMY OF ROCKWALL VOL.1262, PG.297 (less 1.00 AC.) D.R.R.C.T. (1.00 & 0.553 AC.) FULTON ACADEMY OF ROCKWALL VOL.1348, PG.311 (2.04 AC.) JOHN R. HUDSON VOL.3782, PG.167 D.R.R.C.T. HERBERT L. HUDSON & D. R. R. C. T. I NST.NO. 2009- 0041 6092 TRUSTEES KATHLEEN M.FLEMI NG AND DALE B.FLEMI NG 1 3. 78 AC. ( BY DEED) D. R. R. C. T. OL. 200,PG.530 GI LBERT KI NG 68. 328 AC.( BY DEED) P. R. R. C. T. VOL. D,PG.348 HOMEBOY’ S ADDI TI ON LOT 1 ,BLOCK 1 NO DEED FOUND ENTERPRI SES, I NC. R AND MI NA D. R. R. C. T. VOL.76,PG.97 McCUTCHEON ROBERT AND J OHN WI LLI AM DI STRI CT) ( BY ROCKWALL APPRAI SAL 42. 22 AC. D. R. R. C. T. VOL. 481 9, PG. 248 ALLEN AND LORETTA J ACKSON 0. 7584 AC.( BY DEED) P . R . R . C . T . VOL . A , P G . 6 1 K I N G ’ S A CR E S AD D I T I ON N O. 2 L OT 1 NO D EE D F OUND G I L B E R T L . K I NG 3 . 067 A C . ( B Y P L A T ) DREW COLON PC 1 35+ 65. 72 140 + 00 PI STATION = 181+85.58 DELTA TANGENT = 90.03 LENGTH = 180.01 RADIUS = 3,000.00 PC STATION = 180+95.55 PT STATION = 182+75.56 PI STATION = 185+35.72 DELTA TANGENT = 87.98 LENGTH = 175.92 RADIUS = 3,000.00 PC STATION = 184+47.74 PT STATION = 186+23.66 PI STATION = 207+89.62 DELTA TANGENT = 284.96 LENGTH = 539.27 RADIUS = 675.00 PC STATION = 205+04.66 PT STATION = 210+43.94 PI STATION = 19+91.91 DELTA TANGENT = 255.13 LENGTH = 499.60 RADIUS = 1,000.00 PC STATION = 17+36.78 PT STATION = 22+36.38 PI STATION = 12+99.62 DELTA TANGENT = 175.74 LENGTH = 278.43 RADIUS = 180.00 PC STATION = 11+23.88 PT STATION = 14+02.32 PI STATION = 148+35.00 DELTA TANGENT = 23.56 LENGTH = 47.12 RADIUS = 3,000.00 PC STATION = 148+11.44 PT STATION = 148+58.56 PT STATION PC STATION RADIUS LENGTH TANGENT PI STATION DELTA = 170+11.56 = 41.16 = 82.31 = 3,000.00 = 169+70.41 = 170+52.71 PI STATION = 138+47.27 DELTA TANGENT = 281.55 LENGTH = 535.38 RADIUS = 700.00 PC STATION = 135+65.72 PT STATION = 141+01.10 55+ 00. 00 60+ 00 10+ 00 15+ 00 POT 20+ 00. 00 245+ 00 240+ 00 235+ 00 230+ 00 225+ 00 PI223+ 23. 79 220+ 00 PT 219+ 84. 18 PC 21 9+ 1 5. 85 PT 21 8+ 34. 16 PC 217+ 65. 84 215+ 00 POT 211 + 80. 60( FM 740) POT 23+ 91 . 54( FM 549) POT 10+ 00. 00( HUB) POT 65+ 00. 00( FM 11 40) PI 235+ 95. 86( FM 740) 145 + 0 0 150 + 00 155 + 0 0 160 + 00 16 5 + 00 170+00 175+00 180+00 185 + 0 0 190+00 195+00 200+00 205+00 21 0+ 00 POT 141 + 01 . 1 0 PI1 42+ 80. 00 PC 148+ 06. 06 PT 148+ 56. 62 PC 169+ 82. 12 PT 170+ 53. 54 PC 180+ 95. 55 PT 182+ 75. 56 PC 184+ 47. 74 PT 186+ 23. 66 PC 205+ 04. 66 PT 210+ 43. 94 POT 211 + 80. 60( FM 740) P O T 24 + 2 2 . 8 6 P T 2 2 + 3 5 . 02 20+ 00 PC 1 7+ 34. 89 15+ 00 POT110+ 11 . 00( FM 550) 10+ 00 POT 10+ 00. 00 1 5+ 00 20+ 00 STA = 11+50.00 EL = 536.15’ (-) 0 . 5000 % ( -) 1 . 5 342 % K = 193 ex = -0.26’ SSD = 743’ STA = 17+50.00 EL = 526.95’ ( - ) 1 . 5 342 % K = 507 ex = 0.10’ 519. 28 VPC 10+ 50. 00 EL. = 536. 65’ VPT 12+ 50. 00 EL. = 534. 62’ VPC 16+ 50. 00 EL. = 528. 48’ VPT 18+ 50. 00 EL. = 525. 81 ’ 536. 65 536. 34 535. 89 535. 32 534. 62 533. 85 533. 08 532. 32 531 . 55 530. 78 530. 02 529. 25 528. 48 527. 74 527. 05 526. 40 525. 81 525. 24 524. 67 524. 10 523. 53 522. 96 522. 39 521 . 82 521 . 25 520. 68 520. 11 519. 54 STA 13+ 91 . 54( FM 549) STA 10+ 11 . 00( FM 550) = STA 211 + 80. 60( FM 740) = (- ) 1 . 13 9 9 % 536. 00 536. 11 535. 51 534. 93 534. 09 533. 49 532. 69 531 . 97 531 . 04 530. 20 529. 27 528. 73 527. 60 526. 73 525. 90 522. 50 520. 50 520. 53 520. 92 521 . 71 522. 01 523. 07 522. 51 522. 07 521 . 68 520. 80 520. 29 519. 41 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 536. 85 L = 200.00’ L = 200.00’ L it t l e 1140 549 740 740 Bu f f a l o SCALE: 1"=2,000’ SCALE: 1"=10,000’ END PROJECT BEGIN PROJECT Texas Department of Transportation R C N Texas Department of Transportation R C SCALE: 1"=2,000’ SCALE: 1"=10,000’ L i ttl e 1140 549 740 740 Bu f f a l o BEGIN PROJECT FM 549 PROFILE FM 740 PROFILE 510 520 530 540 520 530 540 550 520 530 540 550 520 530 540 550 555 545 535 525 510 520 530 540 550 555 545 535 525 515 F M 549 W I LL O W SP RI NG S DRI VE CHAPS DRI VE L AGO CI RCLE L AS L O M AS DRI VE CRES T RI DG E ROAD HI GH M EADO W L ANE CHI PP ENDALE DRI VE PROPOSED ELEVATI ON EXI STI NG ELEVATI ON PROPOSED ELEVATI ON EXI STI NG ELEVATI ON PROPOSED ELEVATI ON EXI STI NG ELEVATI ON PI STATION = 148+31.34 DELTA TANGENT = 25.28 LENGTH = 50.57 RADIUS = 3,000.00 PC STATION = 148+06.06 PT STATION = 148+56.62 PT STATION PC STATION RADIUS LENGTH TANGENT DELTA = 170+17.84 = 35.71 = 71.42 = 3,000.00 = 169+82.12 = 170+53.54 = 181+85.58 DELTA TANGENT = 90.03 LENGTH = 180.01 RADIUS = 3,000.00 PC STATION = 180+95.55 PT STATION = 182+75.56 = 185+35.72 DELTA TANGENT = 87.98 LENGTH = 175.92 RADIUS = 3,000.00 PC STATION = 184+47.74 PT STATION = 186+23.66 = 207+89.62 DELTA TANGENT = 284.96 LENGTH = 539.27 RADIUS = 675.00 PC STATION = 205+04.66 PT STATION = 210+43.94 = 12+99.62 DELTA TANGENT = 175.74 LENGTH = 278.43 RADIUS = 180.00 PC STATION = 11+23.88 PT STATION = 14+02.32 = 19+90.30 DELTA TANGENT = 255.41 LENGTH = 500.14 RADIUS = 1,000.00 PC STATION = 17+34.89 PT STATION = 22+35.02 PI STATION = 138+47.27 DELTA TANGENT = 281.55 LENGTH = 535.38 RADIUS = 700.00 PC STATION = 135+65.72 PT STATION = 141+01.10 CURVE FM740-1 PI STATION CURVE FM740-2 PI STATION CURVE FM740-3 PI STATION CURVE FM740-4 PI STATION CURVE FM740-6 PI STATION PI STATION CURVE FM740-5 CURVE EX FM550-1 CURVE FM740-1 510 510 510 520 510 530 540 510 510 510 N 80’ 118. 5’ 90’ 125’ 1 00’ 1 20’ 90’ 114’ 80’ 114’ 110’ 1 20’ 114’ 108. 5’ 1 20’ 125’ 128. 5’ 113. 7’ 135. 5’ 99’ 114’ 80’ 80’ 90’ 106’ 90’ 80’ 80’ 70’ 77’ 77’ 80’ 80’ 70’ 70’ 58’ 80’ 85’ 8 0 ’ 8 0 ’ 1 00’ 110’ H E A T HELE M E N T A R Y A M Y P A R K S = 12 0 ’ R = 120’ R = 1 2 0 ’ R = 120 ’ R = 30’ R = 30 ’ R = 30’ R 98. 5’ 108. 5’ HEAT HL AND CRO SS I NG EXI S T I NG F M 550 W YNDEM ERE BOULE VARD H I GHS C HOO L R O C K WA LL - H E A T H PROPOSED GROUND EXISTING GROUND D5 D6 D7 D8 D9 D12 D13 D14 D15 D16 D17 D18 D19 D20 D21 D22 D23 D24 D25 D26 D27 D28 D29 D30 D31 D32 D33 D34 D35 D36 D37A D57 D58 D59 D61 D39 D38 D40 D41 D43 D44 D46 D48 D49 D50 D51 D52 D53 D54 D42 D45 C I T Y HA LL H E A T H E X I S T I NGF M 740 END PROJECT PROPOSED ELEVATI ON EXI STI NG ELEVATI ON 500 510 520 490 500 510 520 490 EXI STI NG ELEVATI ON PROPOSED ELEVATI ON FM 1140 PROFILE 510 500 490 510 500 490 HUBBARD DR PROFILE EXISTING GROUND PROPOSED GROUND D55 D56 90’ 510 510 MATCH EXISTING PAVEMENT ELEV = 507.07 STA 240+76.85 CSJ: 1091-04-023 END PROJECT MATCH EXISTING PAVEMENT ELEV = 541.81 STA 142+80.00 CSJ: 1014-03-049 BEGIN PROJECT MATCH EXISTING PAVEMENT ELEV = 498.37 STA 13+85.00 CONSTRUCTION END HUBBARD DRIVE MATCH EXISTING PAVEMENT ELEV = 500.34 STA 59+77.00 END FM 1140 CONSTRUCTION EXISTING ROW PROPOSED ROW CENTERLINE/BASELINE LEGEND MEDIAN SIDEWALK PROPOSED ROADWAY RETAINING WALL D3 DRIVEWAY NUMBER INTERSECTION PROPOSED SIGNALIZED FL ELEV = 534.80 STA 175+69.90 TO BE REMOVED EXISTING 18" CMP FL ELEV =530.37 STA 144+91.40 PROPOSED 5’X3’ RCB FL ELEV = 530.30 STA 144+98.50 EXISTING 30" RCP FL ELEV = 498.24 STA 236+11.60 EXISTING 4.5’X 2.5’ CMP FL ELEV = 497.27 STA 236+13.60 PROPOSED 2-3’X 2’RCB 80’ FL ELEV = 497.27 STA 236+13.60 PROPOSED 2-3’X 2’RCB FL ELEV =527.30 STA 144+96.87 PROPOSED 5’X3’ RCB C F M 740 L C HUBB A RD DRI V E L C F M 1140 L C F M 74 0 L C F M 550 L C FM 740 L D37B L C FM 740 L C FM 740 HI GH S CHOO L 1 HI GH S CHOO L 2 HI GH S CHOO L 3 61 0’ ASPHALT TAPER 240’ ASPHALT TAPER 255’ ASPHALT TAPER DRAINAGE EASEMENT 25’ EXISTING DRAINAGE EASEMENT 25’EXISTING EXIST. DRAINAGE ESMT PROP. DRAINAGE ESMT DRAINAGE EASEMENT 35’ PROPOSED D R A I N A G E E A S E M E N T 3 5 ’ P R O P O S E D D1 D3 D4 D10 D11 RIPRAP CONCRETE EXISTING ROW PROPOSED ROW CENTERLINE/BASELINE LEGEND MEDIAN SIDEWALK PROPOSED ROADWAY RETAINING WALL D3 DRIVEWAY NUMBER INTERSECTION PROPOSED SIGNALIZED EXIST. DRAINAGE ESMT PROP. DRAINAGE ESMT RIPRAP CONCRETE D47 D60 = 30 ’ R GROUND EXISTING STA 144+50.00, 42.50’ LT BEGIN MSE RETAINING WALL STA 143+25.00, 45.50’ RT BEGIN MSE RETAINING WALL CONRETE RIPRAP REMOVE ROADWAY/DRIVE REMOVE ROADWAY/DRIVE D62 STA 146+50.00, 45.50’ RT END MSE RETAINING WALL FLOW ARROW FLOW ARROW HEAT H HAW K DRI VE GROUND PROPOSED 2012 ALL RIGHTS RESERVED 2012 ALL RIGHTS RESERVED BEGIN OPEN CHANNEL END CLOSED STORMSEWER 359.4’ RT STA 170+70.87 BEGIN OPEN CHANNEL END CLOSED STORMSEWER 404.0’ LT STA 194+27.74 DELTA TANGENT = 34.16 LENGTH = 68.33 RADIUS PC STATION PT STATION PI STATION DELTA TANGENT = 34.16 LENGTH = 68.33 RADIUS PC STATION PT STATION PI STATION CURVE 740CONT-1 CURVE 740CONT-2 = 218+00.00 = 4100.00 = 217+65.84 = 218+34.16 = 219+50.02 = 4100.00 = 219+15.85 = 219+84.18 R E P A T T L A H P S A ’ 0 0 9 F M 11 4 0 ) H T R O N ( 0 4 7 M F FROM PROPERTY OWNER. RIGHT-OF-ENTRY D2 & D4 WILL REQUIRE CONSTRUCTION OF DRIVEWAYS MATCH EXISTING PAVEMENT ELEV = 541.81 STA 142+80.00 CSJ: 1014-03-049 BEGIN PROJECT FM 740 EXISTING GROUND PROPOSED GROUND MATCH EXISTING PAVEMENT ELEV = 498.15 STA 13+85.00 CONSTRUCTION END HUBBARD DRIVE 510 520 530 540 550 PROPOSED ELEVATI ON EXI STI NG ELEVATI ON 510 520 530 540 550 EXISTING GROUND PROPOSED GROUND FM 740 (CSJ:1014-03-049) PRIOR TO CONSTRUCTION OF CONSTRUCTION TO BE COMPLETED FM 740 (CSJ:1014-03-039) DETAILED DESIGN PLANS. DURING PREPARATION OF WITH THE CITY OF HEATH DETERMINED IN COORDINATION MEDIAN OPENINGS WILL BE THE EXACT LOCATION OF ALL CSJ: 1014-03-049 MATCH EXISTING PAVEMENT ELEV = 519.28 STA 24+22.54 END FM 550 CONSTRUCTION CSJ: 1014-03-049 MATCH EXISTING PAVEMENT ELEV = 516.00 STA 2+40.00 END FM 549 CONSTRUCTION PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND STA 211+80.60 1091-04-023 BEGIN PROJECT CSJ: FM 550 PROFILE MATCH EXISTING PAVEMENT ELEV = 519.28 24+22.54 END FM 550 CONSTRUCTION MATCH EXISTING PAVEMENT ELEV = 516.00 STA 12+40.00 BEGIN FM 549 CONSTRUCTION PAVEMENT MATCH EXISTING ELEV = 536.85 STA 23+91.54 CONSTRUCTION END FM 549 MATCH EXISTING PAVEMENT ELEV = 500.34 STA 59+77.00 BEGIN FM 1140 CONSTRUCTION SCALE HORIZONTAL = 1:200 SCALE VERTICAL = 1:20 PROJECT LENGTH = 1.86 MILES DESIGN SPEED = 30 MPH CONTROL: 1014-03-049 & 1091-04-023 URBAN COLLECTOR ROCKWALL COUNTY TO: FM 1140 FROM: FM 1140 FM 740 SOUTH DISTRICT ENGINEER WILLIAM L. HALE, P.E. DESIGN SCHEMATIC TEXAS DEPARTMENT OF TRANSPORTATION SCALE HORIZONTAL = 1:200 SCALE VERTICAL = 1:20 PROJECT LENGTH = 1.86 MILES DESIGN SPEED = 30 MPH CONTROL: 1014-03-049 & 1091-04-023 URBAN COLLECTOR ROCKWALL COUNTY TO: FM 1140 FROM: FM 1140 FM 740 SOUTH DISTRICT ENGINEER WILLIAM L. HALE, P.E. DESIGN SCHEMATIC TEXAS DEPARTMENT OF TRANSPORTATION MATCH EXISTING PAVEMENT ELEV = 507.07 STA 240+76.85 CSJ: 1091-04-023 END PROJECT CONTINUED ABOVE FM 740 PROFILE CSJ: 1091-04-023 BEGIN PROJECT CSJ: 1014-03-049 END PROJECT CSJ: 1091-04-023 BEGIN PROJECT STA 211+80.60 DESIGN. DETAILS WILL BE INCLUDED IN PS&E DETAILS ON THE SCHEMATIC. THESE NOT PRACTICAL TO SHOW THESE AT MEDIANS. DUE TO THE SCALE, IT IS PEDESTRIAN REFUGE WILL BE PROVIDED INTERSECTIONS AND A MINIMUM 6’ ADA RAMPS WILL BE PLACED AT ALL ROLL 1 OF 1 MAY 2012 DATE: MAY, 2012 P.E. REGISTRATION NO.: 103677 ENGINEER: MARK ALAN NEUSCHAFER BIDDING OR CONSTRUCTION. DOCUMENT INCOMPLETE: NOT INTENDED FOR PERMIT, DATE: MAY, 2012 P.E. REGISTRATION NO.: 103677 ENGINEER: MARK ALAN NEUSCHAFER BIDDING OR CONSTRUCTION. DOCUMENT INCOMPLETE: NOT INTENDED FOR PERMIT, ROLL 1 OF 1 MAY 2012 STA 146+50.00, 42.50’ LT END MSE RETAINING WALL 11 5. 8’ STA 144+50.00, 42.50’ LT BEGIN MSE RETAINING WALL 10’ EASEMENT PROPOSED DRAINAGE STA 190+51.83, 45.50’ RT RETAINING WALL END CONCRETE STA 189+21.83, 45.50’ RT RETAINING WALL BEGIN CONCRETE
Transcript of TEXAS DEPARTMENT OF TRANSPORTATION N TEXAS …...May 30, 2012 · 142+00 143+00 144+00 145+00...
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142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00
STA = 149+25.00
EL = 543.05’
(+)2.206
7 %(+)0.970
6 %
K = 162
ex = -0.31’
SSD = 638’
STA = 156+00.00
EL = 549.60’
(+)0.9706 % (-)1.1500 %
K = 141
ex = -0.80’
SSD = 463’
STA = 160+00.00
EL = 545.00’
(-)1.1500 % (+)0.7500 %
K = 158
ex = 0.71’
STA = 164+00.00
EL = 548.00’
(+)0.7500 % (-)1.2000 %
K = 154
ex = -0.73’
SSD = 491’
STA = 169+00.00
EL = 542.00’
(-)1.2000 %(-)0.5833 %
K = 324
ex = 0.15’ STA = 175+00.00
EL = 538.50’
(-)0.5833 % (+)0.5000 %
K = 185
ex = 0.27’
STA = 180+50.00
EL = 541.25’
(+)0.5000 %(+)1.27
78 %
K = 257
ex = 0.19’
STA = 192+50.00
EL = 534.14’
(-)1.7147 %(+)1.148
0 %
K = 140
ex = 1.43’
VP
C
14
8+25.0
0
EL.
= 54
0.8
4’
VP
T
150
+25.0
0
EL.
= 54
4.0
2’
VP
C
154
+50.0
0
EL.
= 54
8.1
4’
VP
T
157
+50.0
0
EL.
= 54
7.8
7’
VP
C
158
+50.0
0
EL.
= 5
46.7
3’
VP
T
161+50.0
0
EL.
= 5
46.1
3’
VP
C
162
+50.0
0
EL.
= 54
6.8
8’
VP
T
165
+50.0
0
EL.
= 54
6.2
0’
VP
C
168
+00.0
0
EL.
= 54
3.2
0’
VP
T
17
0+00.0
0
EL.
= 54
1.4
2’
VP
C
17
4+00.0
0
EL.
= 539.0
8’
VP
T
17
6+00.0
0
EL.
= 539.0
0’
VP
C
17
9+50.0
0
EL.
= 54
0.7
5’
VP
T
181+50.0
0
EL.
= 54
2.5
3’
VP
C
190
+50.0
0
EL.
= 537.5
7’
VP
T
194
+50.0
0
EL.
= 536.4
4’
54
1.3
7
54
2.3
2
54
3.1
2
54
3.7
6
54
4.2
6
54
4.7
5
54
5.2
3
54
5.7
2
54
6.2
0
54
6.6
9
54
7.1
7
54
7.6
6
54
8.1
4
54
8.5
4
54
8.7
6
54
8.8
0
54
8.6
7
54
8.3
6
54
7.8
7
54
7.3
0
54
6.7
2
54
6.2
3
54
5.8
9
54
5.7
1
54
5.6
9
54
5.8
3
54
6.1
3
54
6.5
0
54
6.8
8
54
7.1
7
54
7.3
0
54
7.2
7
54
7.0
7
54
6.7
2
54
6.2
0
54
5.6
0
54
5.0
0
54
4.4
0
54
3.8
0
54
3.2
0
54
2.6
4
54
2.1
5
54
1.7
5
54
1.4
2
54
1.1
2
54
0.8
3
54
0.5
4
54
0.2
5
539.9
6
539.6
7
539.3
7
539.0
8
538.8
6
538.7
7
538.8
2
539.0
0
539.2
5
539.5
0
539.7
5
54
0.0
0
54
0.2
5
54
0.5
0
54
0.7
5
54
1.0
5
54
1.4
4
54
1.9
4
54
2.5
3
54
1.0
0
54
0.1
4
539.2
8
538.4
3
537.5
7
536.8
0
536.2
1
535.8
0
535.5
7
535.5
2
535.6
5
535.9
5
536.4
4
537.0
1
537.5
8
538.1
6
538.7
3
539.3
1
539.8
8
54
1.5
0
54
1.2
5
54
1.0
0
54
0.7
5
54
0.5
0
54
0.2
5
54
0.0
0
539.7
5
539.5
0
539.2
5
539.0
0
538.7
5
538.5
0
538.2
5
538.0
0
537.7
5
537.5
0
537.2
5
537.0
0
54
4.6
2
54
4.0
3
54
2.2
0
539.4
9
537.0
1
535.1
1
534.0
0
533.4
5
534.2
4
535.4
2
537.2
8
539.3
7
54
1.1
0
54
2.6
5
54
3.7
6
54
4.4
1
54
5.0
3
54
5.6
9
54
5.9
2
54
6.0
7
54
6.2
5
54
6.2
7
54
6.5
1
54
7.0
3
54
7.8
5
54
8.2
3
54
8.8
6
54
9.1
2
54
9.4
5
54
9.4
6
54
9.5
7
54
9.3
0
54
9.2
5
54
8.9
6
54
8.8
5
54
8.6
7
54
8.5
7
54
8.6
0
54
8.5
4
54
8.8
9
54
8.8
2
54
8.8
8
54
9.1
1
54
9.3
7
54
9.2
5
54
8.9
4
54
8.8
6
54
8.6
3
54
8.4
6
54
7.8
0
54
7.0
1
54
6.5
6
54
5.5
8
54
4.8
7
54
4.1
9
54
3.5
6
54
3.0
1
54
2.5
1
54
2.1
1
54
2.0
0
54
1.7
1
54
1.7
1
54
1.7
0
54
1.5
9
54
1.6
0
54
1.5
7
54
1.2
6
54
1.1
3
54
1.0
4
54
1.0
5
54
1.0
9
54
1.4
1
54
1.1
9
54
1.5
2
54
1.6
7
54
1.7
4
54
2.0
6
54
2.3
5
54
2.8
6
54
3.3
8
54
4.1
2
54
4.7
7
54
5.5
5
54
6.3
2
54
7.0
6
54
7.6
3
54
7.9
7
54
8.1
5
54
8.2
1
54
7.8
8
54
7.6
6
54
6.9
3
54
6.1
2
54
4.8
1
54
3.8
4
54
2.8
4
54
2.1
4
54
1.4
3
54
0.9
5
54
0.4
8
54
0.1
7
539.8
8
539.8
0
539.4
5
539.3
7
539.1
8
539.0
4
539.3
8
539.7
6
54
0.0
7
54
0.7
8
54
1.2
7
54
1.9
7
54
2.4
4
54
3.3
1
54
3.9
1
54
4.3
5
54
4.5
2
54
4.6
4
54
4.7
2
54
4.8
0
54
4.6
9
54
4.3
3
54
3.9
8
54
3.5
4
54
3.0
7
54
2.7
7
54
2.1
6
54
1.5
3
54
1.9
8
54
1.9
1
54
1.4
6
538.8
6
538.8
4
538.7
3
538.5
9
538.3
9
538.1
8
537.8
7
537.3
2
535.4
0
STA = 185+00.00
EL = 547.00’
(+)1.2778 %
(-)1.7147 %
K = 167
ex = -1.87’
SSD = 471’
VP
C
182
+50.0
0
EL.
= 54
3.8
1’
VP
T
187
+50.0
0
EL.
= 54
2.7
1’
54
3.1
7
54
3.8
1
54
4.3
7
54
4.7
8
54
5.0
5
54
5.1
6
54
5.1
3
54
4.9
5
54
4.6
1
54
4.1
3
54
3.5
0
54
2.7
1
54
1.8
6
STA = 200+00.00
EL = 542.75’
(+)1.1480 %
(-)0.5000 %
K = 152
ex = -0.52’
SSD = 528’
VP
C
198
+7
5.0
0
EL.
= 54
1.3
1’
VP
T
201+25.0
0
EL.
= 54
2.1
3’
54
0.4
5
54
1.0
3
54
1.5
8
54
1.9
9
54
2.2
3
54
2.3
1
54
2.2
3
54
2.0
0
54
1.7
5
STA = 142+80.00
EL = 541.81’
(-)4.7000 %
54
4.6
3
STA = 145+00.00
EL = 533.67’
(-)3.7000 %(+)2
.2067 %
K = 42
ex = 1.85’
VP
C
14
3+7
5.0
0
EL.
= 538.3
0’
VP
T
14
6+25.0
0
EL.
= 536.4
3’
54
3.2
2
54
1.0
7
539.2
2
537.4
4
536.1
8
535.5
2
535.4
4
535.9
5
536.9
8
538.0
8
539.1
9
54
0.2
9
ST
A 13
+91.5
4(F
M
54
9)
ST
A 10
+11.0
0(F
M
550)=
ST
A 211+80.6
0(F
M
74
0)=
212+00 213+00 214+00 215+00 216+00 217+00
536.8
5
L = 250.00’
L = 200.00’
L = 300.00’
L = 300.00’
L = 300.00’
L = 200.00’
L = 200.00’
L = 200.00’
L = 500.00’
L = 400.00’
L = 250.00’
LC
PR
OP
OS
ED
RO
W
35’-0"
2.00 %
TRAFFIC LANE
4:1 MAX
19’-6" MIN
14’-0" 11’-0"
27’-0" FOC TO FOC
70’-0"
STATION 192+35.00 TO STATION 198+28.00
STATION 188+25.00 TO STATION 188+55.00
STATION 180+80.00 TO STATION 184+60.00
L
TRAFFIC LANE
2.00 %
C
OFFSET
1’-0"
29’-0"
PR
OP
OS
ED
RO
W
41’-0"
1’-0"
OFFSET
2.00 %
TRAFFIC LANE
14’-0"11’-0"0-10’11’-0"
1’-0"
OFFSET
14’-0"
37’-0" FOC TO FOC 27’-0" FOC TO FOC
70’-0"
PR
OP
OS
ED
RO
W
PROPOSED FM 740 DUAL LEFT TURN TYPICAL SECTION
STATION 212+17.00 TO STATION 215+25.00
STATION 156+64.50 TO STATION 163+78.00
STATION 149+72.50 TO STATION 152+79.00
STATION 144+41.80 TO STATION 145+75.00
STATION 203+63.00 TO STATION 206+69.00
STATION 172+04.50 TO STATION 173+50.00
STATION 167+38.50 TO STATION 168+27.00
PROPOSED FM 740 RAISED MEDIAN TYPICAL SECTION
STATION 198+28.00 TO STATION 199+89.00
STATION 185+00.00 TO STATION 188+25.00
STATION 177+55.00 TO STATION 180+80.00
8’-0"
2.0%
OFFSET
1’-0"
OFFSET
1’-0"
TRAFFIC/BIKE LANE
35’-0"
2.00 %
TRAFFIC LANE
14’-0"11’-0"
27’-0" FOC TO FOC
8’-0"
OFFSET
1’-0"
OFFSET
1’-0"
TRAFFIC/BIKE LANE
4:1 MAX
2.0%
PR
OP
OS
ED
RO
W
24’-6" MIN
LC
PR
OP
OS
ED
RO
W
35’-0"
2.00 %
TRAFFIC LANE
4:1 MAX
19’-6" MIN
14’-0" 11’-0"
27’-0" FOC TO FOC
70’-0"
2.0%
OFFSET
1’-0"
OFFSET
1’-0"
TRAFFIC/BIKE LANE
35’-0"
2.00 %
TRAFFIC LANE
14’-0"11’-0"
37’-0" FOC TO FOC
0’-10’
OFFSET
1’-0"
TRAFFIC/BIKE LANE
4:1 MAX
2.0%
PR
OP
OS
ED
RO
W
24’-6" MIN
TURN LANEMEDIAN
6’-16’
VARIES (114’ USUAL)
VARIES (114’ USUAL)
L
SIDEWALK
CP
RO
PO
SE
D
RO
W
35’-0"
2.00 %
TRAFFIC LANE
4:1 MAX
19’-6" MIN
14’-0" 11’-0"
27’-0" FOC TO FOC
81’-0"
5’-0"
2.0%
OFFSET
1’-0"
OFFSET
1’-0"
TRAFFIC/BIKE LANE
46’-0"
2.00 %
TRAFFIC LANE
14’-0"11’-0"
48’-0" FOC TO FOC
0’-10’
OFFSET
1’-0"
TRAFFIC/BIKE LANE SIDEWALK
4:1 MAX
10’-0"
2.0%
PR
OP
OS
ED
RO
W
24’-6" MIN
TURN LANEMEDIAN
6’-16’
VARIES (125’ USUAL)
11’-0"
TURN LANE
5’-6"5’-6"
SIDEWALK
5’-0" 5’-6"
SIDEWALK
5’-0"
SIDEWALK
10’-0"5’-6"
SIDEWALK
10’-0"
L
SIDEWALK
C
PR
OP
OS
ED
RO
W
35’-0"
2.00 %
TRAFFIC LANE
4:1 MAX
19’-6" MIN
14’-0" 11’-0"
27’-0" FOC TO FOC
81’-0"
5’-0"
2.0%
OFFSET
1’-0"
OFFSET
1’-0"
TRAFFIC/BIKE LANE
46’-0"
2.00 %
TRAFFIC LANE
14’-0"11’-0"
38’-0" FOC TO FOC
OFFSET
1’-0"
TRAFFIC/BIKE LANE SIDEWALK
4:1 MAX
10’-0"
2.0%
PR
OP
OS
ED
RO
W
24’-6" MIN
VARIES (125’ USUAL)
11’-0"
TURN LANE
5’-6"5’-6"
OFFSET
1’-0"
8’-0" 8’-0"
L
SIDEWALK
C
PR
OP
OS
ED
RO
W
34’-6"
2.00 %
TRAFFIC LANE
4:1 MAX
20’-0" MIN
14’-0" 11’-0"
37’-0" FOC TO FOC
80’-0"
5’-0"
2.0%
OFFSET
1’-0"
OFFSET
1’-0"
TRAFFIC/BIKE LANE
45’-6"
2.00 %
TRAFFIC LANE
14’-0"11’-0"
38’-0" FOC TO FOC
0’-10’
OFFSET
1’-0"
TRAFFIC/BIKE LANE SIDEWALK
4:1 MAX
10’-0"
2.0%
PR
OP
OS
ED
RO
W
25’-0" MIN
TURN LANE MEDIAN
5’-15’
VARIES (114’ USUAL)
0’-11’
TURN LANE
5’-6"5’-6"
PROPOSED FM 740 LEFT TURN TYPICAL SECTION
PROPOSED FM 740 MEDIAN & RIGHT TURN LANE TYPICAL SECTION
PROPOSED FM 740 LEFT TURN LANE & RIGHT TURN LANE TYPICAL SECTION
PROPOSED FM 740 LEFT TURN LANE TYPICAL SECTION
TURN LANE SIDEWALK
4:1 MAX
2.0%
5’-10’
5’-6"
TO
3’-6"
4:1 MAX
VARIESVARIES
VARIES (113’ MIN)
L
TRAFFIC LANE
2.00 %
C
OFFSET
1’-0"
29’-0"
PR
OP
OS
ED
RO
W
42’-0"
1’-0"
OFFSET
2.00 %
TRAFFIC LANE
14’-0"11’-0"11’-0" 6’-0"
1’-0"
OFFSET
14’-0"
27’-0" FOC TO FOC 38’-0" FOC TO FOC
71’-0"
PR
OP
OS
ED
RO
W
STATION 215+25.00 TO STATION 216+20.00
SIDEWALK
4:1 MAX
2.0%
5’-0"
4:1 MAX
VARIESVARIES
VARIES (113’ MIN)
3’-6"
TRAFFIC LANE
10’-0"
TRAFFIC/BIKE LANETRAFFIC/BIKE LANE
TRAFFIC/BIKE LANETRAFFIC/BIKE LANE
MEDIAN
6’-16’
2.0%
2.0%
PROPOSED FM 740 LEFT TURN TYPICAL SECTION
5’-6"
0’TO
5’-6"
0’TO
LC - EXISTING
2.08 % 2.08 %
26’-0"
EXIS
TIN
G
RO
W
EXIS
TIN
G
RO
W
VARIES 80’-121’
2 LANE UNDIVIDED
EXISTING FM 740/ FM 550/ FM549
8:1 USU
AL
4:1 MAX
4:1 MAX
6:1 USUAL
STATION 200+38.00 TO STATION 203+63.00
STATION 189+00.00 TO STATION 192+75.00
STATION 185+00.00 TO STATION 188+25.00
STATION 177+55.00 TO STATION 180+80.00
STATION 142+80.00 TO STATION 144+41.80
STATION 163+78.00 TO STATION 167+03.00
STATION 152+79.00 TO STATION 156+04.00
STATION 145+75.00 TO STATION 149+00.00
STATION 206+69.00 TO STATION 211+44.00
STATION 173+50.00 TO STATION 176+75.00
STATION 168+27.00 TO STATION 171+52.00
LC
PR
OP
OS
ED
RO
W
35’-0"
2.00 %
TRAFFIC LANE
4:1 MAX
14’-0" 11’-0"
27’-0" FOC TO FOC
70’-0"
8’-0"
2.0%
OFFSET
1’-0"
OFFSET
1’-0"
TRAFFIC/BIKE LANE
35’-0"
2.00 %
TRAFFIC LANE
14’-0"11’-0"
27’-0" FOC TO FOC
8’-0"
OFFSET
1’-0"
OFFSET
1’-0"
TRAFFIC/BIKE LANE
PR
OP
OS
ED
RO
W
VARIES (125’ USUAL)
SIDEWALK
6’-0"
7’-6"
MSE WALL
1’-6"
PROPOSED FM 740 MSE RETAINING WALL TYPICAL SECTION
2.0%
SIDEWALK
10’-0"
11’-6"
MSE WALL
1’-6"
CONCRETE
RIPRAP
1’ TO 6’-4"
HEIGHT VARIES
1’ TO 6’-6"
HEIGHT VARIES
25’-6" 29’-6"
STATION 143+50.00 TO STATION 146+50.00 (OFFSET 45.50’RT)
STATION 145+11.06 TO STATION 146+45.00 (OFFSET VARIES 44.00’LT TO 77.30’LT)
STATION 144+65.14 TO STATION 144+88.94 (OFFSET VARIES 46.50’LT TO 70.30’LT)
SIDEWALK
5’-0"
2.0%
5’-6"
SIDEWALK
5’-0"
2.0%
5’-6"
POP 475
LA
KE
RA
Y
HU
BB
AR
D
CITY
MOBILE
(EST)
POP 200
CITY
ROYSE
POP 2,206
Creek
McLENDON-
CHISHOLM
High
Point
Creek
Berry
Creek
66
66
66
30
67
276
205
205
FATE
ROCKWALLPOP 10,486
Buffalo
Creek Creek
Camp
Creek
Limit
City
Dallas
Parker
Creek
Sabin
e
Creek
Pond
Br
BLACKLANDMUNSON
HEATH
205
Brushy
Big
Lon
g
Branch
Little
Creek
Hackberry
205
552
549
549
551
740
3097
1139
1141
552
66
276
548
548
550
551
35
2453
67
30
1138
1140
549
740
740
550
740
548
548
POP 646
POP 2,108
276
UP RR
Creek
Buffalo
POP 475
LA
KE
RA
Y
HU
BB
AR
D
CITY
MOBILE
(EST)
POP 200
CITY
ROYSE
POP 2,206
Creek
McLENDON-
CHISHOLM
High
Point
Creek
Berry
Creek
66
66
66
30
67
276
205
205
FATE
ROCKWALLPOP 10,486
Buffalo
Creek Creek
Camp
Creek
Limit
City
Dallas
Parker
Creek
Sabin
e
Creek
Pond
Br
BLACKLANDMUNSON
HEATH
205
Brushy
Big
Lon
g
Branch
Little
Creek
Hackberry
205
552
549
549
551
740
3097
1139
1141
552
66
276
548
548
550
551
35
2453
67
30
1138
1140
549
740
740
550
740
548
548
POP 646
POP 2,108
276
UP RR
Creek
Buffalo
52
7.2
4
52
9.2
3
53
1.0
3
53
2.8
9
53
4.7
3
53
6.9
0
53
8.7
1
53
9.9
9
54
1.1
2
54
2.0
1
54
2.3
6
54
2.4
5
54
2.1
7
54
1.8
8
54
1.3
9
54
0.8
3
54
0.2
5
53
9.5
6
516.0
0
STA = 18+50.00
EL = 539.56’
(+)3.8
619 %
(-)0.5000 %
K = 138
ex = -3.27’
SSD = 428’
53
6.8
5
516.3
9
518.3
2
52
0.2
5
52
2.1
8
52
4.1
1
52
6.0
4
52
7.9
7
52
9.8
1
53
1.4
7
53
2.9
5
53
4.2
4
53
5.3
5
53
6.2
9
53
7.0
4
53
7.6
0
53
7.9
9
53
8.1
9
53
8.2
2
53
8.0
6
53
7.8
1
53
7.5
6
53
7.3
1
53
7.0
6
EL.
= 5
27.9
7’
VP
C
15
+5
0.0
0
EL.
= 5
38.0
6’
VP
T
21+5
0.0
0
52
5.0
9
52
2.9
3
52
0.7
6
518.6
0
516.4
3
L = 600.00’
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
215+00 220+00 225+00 230+00 235+00 240+00 245+00
53
8.6
5
53
7.9
0
53
7.1
2
53
6.2
8
53
5.3
7
53
4.7
1
53
4.1
4
53
3.3
5
53
2.8
5
53
2.2
6
53
1.8
5
53
1.4
4
53
0.9
3
53
0.6
3
53
0.3
5
53
0.0
6
52
9.7
3
52
9.2
8
52
8.8
1
52
8.2
3
52
7.3
3
52
6.6
5
52
5.9
0
52
5.1
5
52
4.2
0
52
3.1
7
52
2.1
0
52
0.9
8
519.8
5
518.7
3
517.5
8
516.3
1
515.0
1
513.9
7
512.8
2
511.7
4
510.7
9
509.8
2
508.9
6
508.0
9
507.3
4
506.5
3
505.6
4
504.7
9
504.0
6
503.5
5
503.2
6
502.9
0
502.4
1
502.4
6
502.5
6
502.8
9
503.4
4
504.0
8
504.7
8
505.4
8
506.1
6
506.7
4
507.3
6
507.9
5
508.4
0
508.5
8
508.5
7
508.4
2
508.1
3
507.6
0
212+00 213+00 214+00 216+00 217+00 218+00 219+00 221+00 222+00 223+00 224+00 226+00 227+00 228+00 232+00231+00229+00 236+00234+00233+00 239+00238+00237+00 244+00243+00242+00241+00
53
6.8
5
STA = 213+20.00
EL = 536.15’
(-)0.5000 %(-)1.7167 %
K = 164
ex = -0.30’
SSD = 646’
STA = 216+20.00
EL = 531.00’
(-)1.7167 %(-)0.8750 %
K = 238
ex = 0.21’
STA = 223+00.00
EL = 525.05’
(-)0.8750 %(-)2.1822 %
K = 153
ex = -0.33’
SSD = 608’
STA = 232+25.00
EL = 504.86’
(-)2.1822 %(-)0.5000 %
K = 149
ex = 0.53’
(-)0.5000 %
STA = 237+50.00
EL = 502.24’
(-)0.5000 % (+)1.4764
%
K = 101
ex = 0.49’
507.0
7
VP
C
212
+2
0.0
0
EL.
= 5
36.6
5’
VP
T
214
+2
0.0
0
EL.
= 5
34.4
3’
VP
C
215
+2
0.0
0
EL.
= 5
32.7
2’
VP
T
217
+2
0.0
0
EL.
= 5
30.1
3’
VP
C
22
2+00.0
0
EL.
= 5
25.9
2’
VP
T
22
4+00.0
0
EL.
= 5
22.8
7’
VP
C
23
1+00.0
0
EL.
= 5
07.5
9’
VP
T
23
3+5
0.0
0
EL.
= 5
04.2
4’
VP
C
23
6+5
0.0
0
EL.
= 5
02.7
4’
VP
T
23
8+5
0.0
0
EL.
= 5
03.7
2’
53
6.7
5
53
6.4
7
53
6.0
6
53
5.4
9
53
4.7
6
53
3.9
2
53
3.0
6
53
2.2
2
53
1.4
8
53
0.8
4
53
0.3
1
52
9.8
6
52
9.4
2
52
8.9
9
52
8.5
5
52
8.1
1
52
7.6
7
52
7.2
4
52
6.8
0
52
6.3
6
52
5.9
2
52
5.4
1
52
4.7
2
52
3.8
8
52
2.8
7
52
1.7
8
52
0.6
9
519.5
9
518.5
0
517.4
1
516.3
2
515.2
3
514.1
4
513.0
5
511.9
6
510.8
7
509.7
7
508.6
8
507.5
9
506.5
9
505.7
5
505.0
8
504.5
7
504.2
4
503.9
9
503.7
4
503.4
9
503.2
4
502.9
9
502.7
4
502.6
1
502.7
3
503.1
0
503.7
2
504.4
5
505.1
9
505.9
3
506.6
7
L = 200.00’
L = 200.00’
L = 200.00’
L = 250.00’
L = 200.00’
100
100
100
100
(100)
100
Also, based on classification of roads.
for FM 740 north of project, dated 1995.
based on TxDOT traffic forecast distribution
Traffic on Northside FM 740 realignment is
NOTE:
XXXX = Year 2008 Daily Traffic Volumes
(XXXX) = Year 2028 Daily Traffic Volumes
XXXX = Year 2038 Daily Traffic Volumes
2008/ 2028/ 2038
Figure 1
TXDOT - FM 740Daily Turning Movement Forecasts
800
(600)
300
1,600
(1,300)
900
1,200
(900)
500
10,500
(8,100)
4,800FM 549
FM 740
20,000
(15,900)
10,300
800
4,000
6,100
(600)
(3,100)
(5,000)
300
1,800
3,500
700
(1,000)
1,300
800
(1,200)
1,400
3,100
(4,400)
5,400
300
1,100
600
(400)
(1,900)
(900)
800
2,500
1,100
8,500
(7,000)
4,900
300
(200)
100200
100
(400)
(200)
600
3001,500
(1,000)
500
100
(200)
300
4,400
(6,200)
7,500
1,500
(1,400)
1,300
6,300
(5,800)
3,7001,300
1,000
(1,400)
(1,200)
1,500
1,3005,600
(5,200)
4,700
1,100
(1,200)
1,300
3,200
(5,000)
6,300
300
(200)
100
7,900
(6,600)
4,500
400
(200)
100
1,900(1,200)
500
400
0
700
(200)
0
(500)
100
0
200
100
(300)
400
3,900
(5,400)
6,400
100
(200)
300
2,000
(1,400)
700
800
0
600
(600)
0
(400)
300
0
200
500
(200)
100
8,700
(6,900)
4,800
100
100
(200)
(300)
300
400
1,500
(900)
400
100
(200)
300
4,000
(5,700)
6,800
7,300
(6,000)
4,800
300
(200)
100
900
(500)
400
CREST RIDGE
CHIPPENDALE
HIGH MEADOW
200
200
(100)
(100)
100
100100
(100)
200
4,000
(5,300)
6,300
7,100
(5,900)
4,700
400
(300)
200
1,400
(1,000)
1,000
LOMAS
400
400
(400)
(300)
200
200100
(100)
200
3,900
(4,900)
5,900
7,500
(6,200)
4,800
CHAPS1,000
(700)
500200
400
(100)
(300)2003,900
(4,900)
5,900
100
(200)
3007,500
(6,200)
4,900
200
(100)
100
WILLOWSPRINGS
300(200)
(200)
100
100 300
1,000
(600)
400
100
(100)
200
3,900
(4,900)
5,900
400100
500
100
(200)
700
200
3002,600
(1,800)
1,300
FM 1140
100
(200)
300
2,700
(3,600)
4,400
700
(800)
900
FM
74
0
700
900
(200)
(700)
1,000
300
800
* SEE NOTE
900
4,200
(3,600)
3,400
1,000
(900)
900
6,000
(4,900)
3,600
800
(600)
500
FM
550
2,500
(3,900)
4,300
600
(1,000)
1,100
600
(1,000)
1,100
HUBBARD DRIVE
600
2,100
600
(1,000)
(3,000)
(1,000)
1,100
3,400
1,100
FM
74
0F
M
114
0
HIGH SCHOOL 1
HIGH SCHOOL 2
PARKWAY
CHRIS CUNY
CROSSING
HEATH
HUBBARD DRIVE
600
2,100
600
(1,000)
(3,000)
(1,000)
1,100
3,400
1,100
4,300
(3,900)
2,500
1,100
(1,000)
600
1,100
(1,000)
600
L
2.00 %
C
OFFSET
1’-0"
30’-0"
PR
OP
OS
ED
RO
W
29’-0"
1’-0"
OFFSET
2.00 %
TRAFFIC LANE TRAFFIC LANE
21’-0" MIN
14’-0" 11’-0" 10’-0" 14’-0"
20’-0" MIN
1’-0"
OFFSET
LEFT TURN LANE
26’-0" FOC TO FOC27’-0" FOC TO FOC
59’-0"
PR
OP
OS
ED
RO
W
PROPOSED FM 549 TYPICAL SECTION
STATION 18+90.00 TO STATION 23+91.54
100’
L
TRAFFIC LANE
2.00 %
C
OFFSET
1’-0"
35’-0"
PR
OP
OS
ED
RO
W
35’-0"
1’-0"
OFFSET
2.00 %
TRAFFIC LANE
OFFSET
1’-0"
14’-0" MIN
14’-0"11’-0"0’-10’12’-0"
14’-0" MIN
14’-0"
LEFT TURN LANE
37’-0" FOC TO FOC 27’-0" FOC TO FOC
70’-0"
PR
OP
OS
ED
RO
W
PROPOSED FM 550 TYPICAL SECTION
STATION 10+11.00 TO STATION 15+15.00
LC
2.00 %
TRAFFIC LANE
14’-0" 11’-0"
VARIES 77’-90’
27’-0"
VARIES 42’-50’
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
L
2.00 %
C
54’-0"
2.00 %
TRAFFIC LANE
19’-0" MIN
14’-0" 11’-0" 12’-0" 14’-0"
7’-0" MIN
EXIS
TIN
G
RO
W
EXIS
TIN
G
RO
W
40’ 40’
80’
LEFT TURN LANE
PROPOSED FM 740 LEFT/RIGHT TURN TYPICAL SECTION
L
2.00 %
C
40’-0"
2.00 %
11’-0" MIN
14’-0" 12’-0" 14’-0"
18’-0" MIN
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
31’
LEFT TURN LANE
PROPOSED FM 1140 LEFT TURN TYPICAL SECTION
PROPOSED FM 740 TYPICAL SECTION
STATION 216+20.00 TO STATION 235+95.86 STATION 235+95.86 TO STATION 238+20.00
L
2.00 %
C
2.00 %
10’-6" MIN10’-6" MIN
EXIS
TIN
G
RO
W
PR
OP
OS
ED
RO
W
PROPOSED HUBBARD DRIVE TYPICAL SECTION
STATION 62+17.00 TO STATION 65+00.00
(9’ MIN)
VARIES
1’-0"
OFFSET
1’-0"
OFFSET
2.00 %
TRAFFIC LANE
14’-0"11’-0"
27’-0"
1’-0"
OFFSET
1’-0"
OFFSET
8’-16’
RAISED MEDIAN
4:1 MAX
3’-6"
VARIES 62’ TO 70’
VARIES 35’TO 43’-6"
OFFSET
1’-0" 1’-0"
OFFSET
SIDEWALK
2.0%
10’-0"3’-6"
4:1 MAX2.0%
TRAFFIC/BIKE LANERIGHT TURN/BIKE LANETRAFFIC/BIKE LANE TRAFFIC/BIKE LANE
70’
39’
2.0% 2.0%
2.0% 2.0%
STATION 10+00.00 TO STATION 13+85.00
MEDIAN
6’-16’
TRAFFIC/BIKE LANE SIDEWALK
5’-0"
2.0%
5’-6"
4:1 MAX
VARIES (98’ USUAL)
4:1 MAX
TRAFFIC/BIKE LANE
TRAFFIC/BIKE LANEMEDIAN
6’-16’ 5’-6"
SIDEWALK
5’-0"
2.0%
4:1 MAX
2.0%
L
TRAFFIC LANE
2.00 %
C
4’-0" PR
OP
OS
ED
RO
W
11’-0"
PR
OP
OS
ED
RO
W
TRAFFIC LANE
0’ TO 11’
SHLDR
ASPHALT VARIES (26’-34’)
VARIES (80’ USUAL)
VARIES 30’ TO 68’
TRAFFIC LANE
2.00 %
4’-0"
11’-0"
TRAFFIC LANE
0’ TO 11’
SHLDR
ASPHALT VARIES (26’-34’)
VARIES (14’ MIN) VARIES (13’ MIN)
PROPOSED FM 550 ASPHALT TRANSITION TYPICAL SECTION
STATION 15+15.00 TO STATION 24+22.54
L
2.00 %
C
4’-0"
EXIS
TIN
G
RO
W
TRAFFIC LANE
SHLDR
ASPHALT VARIES (15’-32’)
2.00 %
4’-0"
TRAFFIC LANE
SHLDR
ASPHALT VARIES (15’-21’)
PROPOSED FM 740 ASPHALT TRANSITION TYPICAL SECTION
EXIS
TIN
G
RO
W
80
(8’TO 25’)
VARIES VARIES (19’ TO 25’)
0’ TO 12’
MEDIAN
VARIES 30’ TO 53’
TRAFFIC LANE
0’ TO 11’ 11’-0" 11’-0"
STATION 238+20.00 TO STATION 240+76.85
L
2.00 %
C
3’-0"
EXIS
TIN
G
RO
W
TRAFFIC LANE
SHLDR
ASPHALT VARIES (14’-20’)
2.00 %
3’-0"
TRAFFIC LANE
SHLDR
ASPHALT VARIES (14’-20’)
EXIS
TIN
G
RO
W
80
0’ TO 12’
MEDIAN
VARIES 28’ TO 40’
11’-0" 11’-0"
PROPOSED FM 1140 ASPHALT TRANSITION TYPICAL SECTION
STATION 59+77.00 TO STATION 62+17.00
(11’ TO 17’)
VARIES
(19’ to 25’)
VARIES
4:1 MAX4:1 MAX
4:1 MAX
4:1 MAX4:1 MAX
4:1 MAX
0’ TO 11’
LEFT TURN LANE
24’ TO 51’
MEDIAN
0’-16’
SIDEWALK
4:1 MAX
2.0%
5’-0"
2.0%
(13’-6" MIN)
VARIES
TRAFFIC LANE
0’ TO 12’
77’ TO 90’
53’-2" TO 54’-6" 22’-6" TO 36’-10"
L
2.00 %
C
4’-0"
EXIS
TIN
G
RO
W
TRAFFIC LANE
SHLDR
ASPHALT VARIES (15’-29’)
2.00 %
4’-0"
TRAFFIC LANE
SHLDR
ASPHALT VARIES (15’-30’)
EXIS
TIN
G
RO
W
0’ TO 15’
MEDIAN
VARIES 30’ TO 59’
TRAFFIC LANE
0’ TO 11’ 11’-0" 11’-0"
4:1 MAX
100’
4:1 MAX
3:1 MAX
3:1 MAX
4’-0"
DITCH 4’-0"
DITCH
(21.5’TO 35.5’)
VARIES VARIES (19.5’ TO 34.5’)
PROPOSED FM 549 ASPHALT TRANSITION TYPICAL SECTION
MEDIAN
0’TO 3’
SIDEWALK
5’ TO 10’
OTHERS
BY
TRAFFIC/BIKE LANE TRAFFIC/BIKE LANE
12’-0" TO 14’-0" 12’-0" TO 14’-0"
TRAFFIC/BIKE LANE TRAFFIC/BIKE LANE
VARIES
STATION 12+40.00 TO STATION 18+90.00
500.4
4
500.6
5
500.9
6
501.1
7
501.3
6
501.4
5
501.5
4
501.5
5
501.9
1
502.2
7
502.4
1
65+0064+0063+0062+0061+0060+00
STA = 64+76.00
EL = 502.89’
(+)0.5104 %500.3
4
503.0
1
500.4
6
500.7
2
500.9
7
501.2
3
501.4
8
501.7
4
501.9
9
502.2
5
502.5
0
502.7
6
503.0
1
(+)0.5000%
10+00 11+00 12+00 13+00 14+00
502.3
9
501.0
0
500.3
9
499.9
0
499.3
6
498.8
9
498.6
6
498.3
4
498.1
3
502.9
6
STA = 11+00.00
EL = 502.46’
(-)0.5000 %
K = 53
ex = -0.24’
SSD = 403’
STA = 12+50.00
EL = 498.89’
(-)2.3803 %(-)0.5463 %
K = 82
ex = 0.34’
498.1
5VP
C
11+7
5.0
0
EL.
= 5
00.6
7’
VP
T
13
+2
5.0
0
EL.
= 4
98.4
8’
502.9
6
502.7
1
502.2
2
501.2
7
500.1
2
499.2
3
498.6
5
EL.
= 5
02.7
1’
VP
C
10
+5
0.0
0
EL.
= 5
01.2
7’
VP
T
11+5
0.0
0
L = 100.00’
L = 150.00’
498.3
4
D.R.R.C.T.
VOL. 3805, P
G. 68
BAN
K
OF TEX
AS
THE A
MERIC
AN
NATIO
NAL
O.R.R.C.T.
DO
C.
NO. 344501
ANBT
X
AD
DITIO
N
LOT 1, B
LO
CK 1
D.R.R.C.T.
VOL. 6219, P
G. 31
BAN
K
OF TEX
AS
THE A
MERIC
AN
NATIO
NAL
0.17
AC. (B
Y
DEED)
D.R.R.C.T.
VOL. 5484, P
G. 66
LAURENCE CR
OSSIN
G, LP
0.16 AC. (B
Y
DEED)
O.R.R.C.T.
DO
C.
NO. 23718
6
HEAT
H
MAR
KET PLACE, P
HASE O
NE
LOT 1R, BLO
CK "A"
D.R.R.C.T.
VOL. 5436, P
G. 17
1
RAIN
S
OVER TEX
AS II, L
P
D.R.R.C.T.
VOL. 527, P
G. 16
0
CIT
Y
OF HEAT
H
DIS
TRIC
T)
(BY
RO
CK
WALL APPR
AIS
AL
2.7
79 AC.
D.R.R.C.T.
VOL. 1197, P
G. 285
CIT
Y
OF HEAT
H
0.5
36 AC. (B
Y
DEED)
D.R.R.C.T.
VOL. 13
05, P
G. 223
HO
RT
ON
GAR
ON R.
AN
D
KRIS
TI B.
DIS
TRIC
T)
(BY
RO
CK
WALL APPR
AIS
AL
0.5
4
AC.
D.R.R.C.T.
VOL. 13
05, P
G. 235
HO
RT
ON
GAR
ON R.
AN
D
KRIS
TI B.
DIS
TRIC
T)
(BY
RO
CK
WALL APPR
AIS
AL
0.4
6 AC.
D.R.R.C.T.
VOL. 4311, P
G. 14
8
KRIS
TI B.
HO
RT
ON
AN
D
GAR
ON R.
HO
RT
ON
0.4
83
AC. (B
Y
DEED)
D.R.R.C
.T.
VO
L
. 1141, P
G
. 253
C
ITY
OF
H
E
AT
H
DIS
T
R
IC
T
)
(BY
R
OC
K
WAL
L
A
P
PR
A
IS
AL
0
.330
A
C.
D.R.R
.C.T.
VOL.
1205, P
G
.
19
5
C
IT
Y
O
F
HE
A
TH
D
ISTR
IC
T
)
(B
Y
R
O
C
K
WA
LL
APP
R
AIS
A
L
0.3
09
AC.
NO
DEED FO
UN
D
FR
AN
K
H. B
UC
HAN
AN
DIS
TRIC
T)
(BY
RO
CK
WALL APPR
AIS
AL
2.8
9 AC.
D.R.R.C.T.
VOL. 2807, P
G. 44
BET
H
A. JAC
KS
ON
AN
D
DAVID
W. JAC
KS
ON
15.0
0
AC. (B
Y
DEED)
D.R.R.C.T.
VOL. 633, P
G. 12
4
SC
HO
OL DIS
TRIC
T
RO
CK
WALL IN
DEPEN
DENT
DIS
TRIC
T)
(BY
RO
CK
WALL APPR
AIS
AL
12.3
56 AC.
BL
OC
K
A
1
2
BLOCK B
2
1
3
4
5
LOT 1
BLOCK 1
BL
OC
K
A
BL
OC
K
B
2
1
2
1
24
23
22
21
20
19
18
17
16
15
987
43
3
2
1
BLOCK C
11
10
9
8
7
5
4
6
3
2
1
BLOCK B
BL
OC
K
A
2
1
3
BL
OC
K
C
BL
OC
K
A
2
1
2
1
29
30
BL
OC
K
C
BL
OC
K
A
47
48
BL
OC
K
B
4
5
2
1
BL
OC
K
A
8
7
6
5
4
3
2
1
13 12
11 10
9 8 7 6
KING ACRES
ADDITION NO. 2
CAB.A, PG.6114
15
5 4
32 1
HEATH CROSSING
PHASE ONE
CAB.F, PG.315
LOT 1, BLOCK 1
CAB.C, PG.370
MILLER RANCH
CRESTRIDGE MEADOWS
PHASE THREE
CAB.C, PG.160
CRESTRIDGE MEADOWS
PHASE ONE
CAB.B, PG.257
LAS LOMAS
CAB.C, PG.256
CAB.D, PG.83
NO. 1
WILLOW SPRINGS
CAB.A, PG.314
ADDITION
L.B. SMIRL
CAB.A, PG.389
ADDITION NO. 2
L.B. SMIRL
ADDITION
CAB.F, PG.54
CAB.F, PG.293
WYNDEMERE II
ADDITION
ANTONIO RODRIGUES SURVEY
ABST. NO. 231
ABST. NO. 231
ANTONIO RODRIGUES SURVEY
EDWARD TEAL SURVEY
ABST. NO. 207
EDWARD TEAL SURVEY
ABST. NO. 207
EDWARD TEAL SURVEY
ABST. NO. 207
ABST. NO. 207
EDWARD TEAL SURVEY
EDWARD TEAL SURVEY
ABST. NO. 207
EDWARD TEAL SURVEY
ABST. NO. 207
EG
RE
SS
ES
M’T.
15’ IN
GR
ES
S
&
(REM. OF 10.41 AC.)
& JUSTIN KIMBAL HALL
VOL.2277, PG.59
D.R.R.C.T.
LOWELL DOUGLAS HALL
D.R.R.C.T.
VOL.83, PG.6D.R.R.C.T.
VOL.24, PG.574
(BY WILL & TESTAMENT, AVA McCUTCHEON)
VOL.76, PG.97
ROBERT & JOHN WILLIAM McCUTCHEON
(48 AC.)
D.R.R.C.T.
D.R.R.C.T.
& WILLIE CLARICE ISBELL
JOE FRANK ISBELL
(1.0 AC.)
VOL.82, PG.501
D.R.R.C.T.
THE FULTON ACADEMY
OF ROCKWALL
VOL.1262, PG.294
(1.00 AC.)
D.R.R.C.T.
(11.082 AC.)
& WIFE, SHERYL J. LUNZ
RANDALL LEONARD LUNZ
VOL.153, PG.105
RO
CK
WA
LL-
HE
AT
H
HIG
H
SC
HO
OL
(3.6
7
AC.)
R.O.W.
DE
DIC
ATIO
N
AS
PE
R
AP
PR
OV
ED
PL
AT (N
OT
RE
CO
RD
ED) O
F
85’
AC
CE
SS
ES
M’T.
TO
VO
L.4
019,
PG.3
5,
D.R.R.C.T.
TR
HE
AT
H
PA
RT
NE
RS,
LT
D.
(0.6
903
AC.)
VOL.61, PG.429
OLEN WAYNE JONES
& NETA FAYE JONES
(12.25 AC.)
D.R.R.C.T.
D.R.R.C.T.
(48 AC.)
AVA McCUTCHEON, A WIDOW
VOL.60, PG.506
(REM.)
T.F. BROOKS
D.R.R.C.T.
JACK R. WILLIAMS & WIFE,
VERNA L. BROOKS WILLIAMS
(REM. OUT OF 0.645 AC.)
VOL.170, PG.414
D.R.R.C.T.
VOL.2043, PG.17
BANK UNITED
(0.61 AC.) D.R.R.C.T.
AVIS LORENE
LINDROP
(0.516 AC.)
VOL.196, PG.890
VOL.4588, PG.140
& RHONDA LINEHAN
STEVE D. LINEHAN
(9.329 AC.)
D.R.R.C.T.
D.R.R.C.T.
INST.NO. 2006-00361097
DAVID W. JACKSON
& JOHN R. HUDSON
(11.27 AC.)
OR VOL.4710, PG.318
VOL.1177, PG.290
(0.5457 AC.)
DOYLE DENTON SHERMAN
D.R.R.C.T.
D.R.R.C.T.
(6.52 AC.)
DARREL COX
& ERICKA COX
VOL.3234, PG.204
D.R.R.C.T.
STEVE D. LINEHAN
(9.9881 AC.)
VOL.3911, PG.154
D.R.R.C.T.
(1.00 AC.)
STEVE D. LINEHAN
& RHONDA LINEHAN
VOL.4279, PG.17
D.R.R.C.T.
(154.64 AC.)
SCHOOL DISTRICT
ROCKWALL INDEPENDENT
VOL.2157, PG.314
VOL.3588, PG.38
JAMES M. NEVERGOLD
& MICHELLE D. NEVERGOLD
(12.08 AC.)
D.R.R.C.T.
D.R.R.C.T.
(1.00 AC.)
& JOYCE JONES
JEFFREY WAYNE JONES
VOL.93, PG.80
VOL.1931, PG.206
DALE CREST
DEVELOPMENT CO., INC.
(35.365 AC.)
D.R.R.C.T.
VO
L.4
420,
PG.1
42
(1.44 AC.)
SCOTT FLEMING
VOL.4624, PG.200
D.R.R.C.T.
20’
NO
N-
EX
CL
USIV
E
EA
SE
ME
NT
RIG
HT
S
(1.00 AC.)
SCOTT FLEMING
VOL.4420, PG.142
D.R.R.C.T.
D.R.R.C.T.
HEATH, TX
CITY OF
(0.70 AC.)
VOL.2181, PG.173
(1 AC.)
REVOCABLE TRUST
VOL.1755, PG.313
D.R.R.C.T.
BADGETT FAMILY LIVING
(9.44 AC.)
(3.07 AC.)
VOL.1720, PG.28
OF ROCKWALL
FULTON ACADEMY
D.R.R.C.T.
D.R.R.C.T.
THE FULTON ACADEMY
OF ROCKWALL
VOL.1262, PG.297
(less 1.00 AC.)
D.R.R.C.T.
(1.00 & 0.553 AC.)
FULTON ACADEMY
OF ROCKWALL
VOL.1348, PG.311
(2.04 AC.)
JOHN R. HUDSON
VOL.3782, PG.167
D.R.R.C.T.
HERBERT L. HUDSON &
D.R.R.C.T.
INST.
NO. 2009-00416
092
TR
USTEES
KAT
HLEEN
M. FLE
MIN
G
AN
D
DALE B. FLE
MIN
G
13.7
8
AC. (B
Y
DEED)
D.R.R.C.T.
OL. 200, P
G. 530
GIL
BERT
KIN
G
68.3
28
AC. (B
Y
DEED)
P.R.R.C.T.
VOL.
D, P
G. 348
HO
MEB
OY’S
AD
DITIO
N
LOT 1, B
LO
CK 1
NO
DEED FO
UN
D
ENTERPRIS
ES, IN
C.
R
AN
D
MIN
A
D.R.R.C.T.
VOL. 76, P
G. 97
McC
UTC
HEO
N
RO
BERT
AN
D JO
HN
WIL
LIA
M
DIS
TRIC
T)
(BY
RO
CK
WALL APPR
AIS
AL
42.2
2
AC.
D.R.R.C.T.
VOL. 4
819, P
G. 2
48
ALLEN
AN
D LO
RETT
A JAC
KS
ON
0.7
584
AC. (B
Y
DEED)
P.R.R.C.T.VOL. A, PG. 61
KING’S ACRES ADDITION NO. 2
LOT 1
NO DEED FOUNDGILBERT L. KING
3.067 AC. (BY PLAT)
DREW COLON
PC 13
5+65.7
2
140+00
PI STATION = 181+85.58
DELTA
TANGENT = 90.03
LENGTH = 180.01
RADIUS = 3,000.00
PC STATION = 180+95.55
PT STATION = 182+75.56
PI STATION = 185+35.72
DELTA
TANGENT = 87.98
LENGTH = 175.92
RADIUS = 3,000.00
PC STATION = 184+47.74
PT STATION = 186+23.66
PI STATION = 207+89.62
DELTA
TANGENT = 284.96
LENGTH = 539.27
RADIUS = 675.00
PC STATION = 205+04.66
PT STATION = 210+43.94
PI STATION = 19+91.91
DELTA
TANGENT = 255.13
LENGTH = 499.60
RADIUS = 1,000.00
PC STATION = 17+36.78
PT STATION = 22+36.38
PI STATION = 12+99.62
DELTA
TANGENT = 175.74
LENGTH = 278.43
RADIUS = 180.00
PC STATION = 11+23.88
PT STATION = 14+02.32
PI STATION = 148+35.00
DELTA
TANGENT = 23.56
LENGTH = 47.12
RADIUS = 3,000.00
PC STATION = 148+11.44
PT STATION = 148+58.56
PT STATION
PC STATION
RADIUS
LENGTH
TANGENT
PI STATION
DELTA
= 170+11.56
= 41.16
= 82.31
= 3,000.00
= 169+70.41
= 170+52.71
PI STATION = 138+47.27
DELTA
TANGENT = 281.55
LENGTH = 535.38
RADIUS = 700.00
PC STATION = 135+65.72
PT STATION = 141+01.10
POT 55+00.0
0
60+00
10+00
15+00
POT 20+00.0
0
245+00
240+00
235+00
230+00
225+00
PI 223+23.7
9
220+00
PT 219
+84.18
PC 219
+15.8
5
PT 218
+34.16
PC 217
+65.8
4
215
+00
POT 211+80.6
0(F
M 740)
POT 23+91.54(F
M 549)
POT 10
+00.0
0(H
UB)
POT 65+00.0
0(F
M 114
0)
PI 2
35+95.8
6(F
M 740)
145+00
150+00155+00
160+00165+00
170+00 175+00 180+00
185+00190+00 195+00 200+00 205+00
210
+00
PO
T 14
1+01.1
0
PI 14
2+80.0
0
PC
14
8+06.0
6
PT 14
8+56.6
2
PC
169
+82.1
2
PT
17
0+5
3.5
4
PC
18
0+95.5
5
PT 182
+7
5.5
6
PC
184
+4
7.7
4
PT
186
+23.6
6
PC
205
+04.6
6
PT 210
+43.9
4
POT 211+80.6
0(F
M 740)
POT 2
4+22.8
6
PT 22+
35.02
20+00
PC 17
+34.8
9
15+00
POT1 10
+11.0
0(F
M 550)
10+00
POT 10
+00.0
0
15+00
20+00
STA = 11+50.00
EL = 536.15’
(-)0.5000 %(-)1.5342 %
K = 193
ex = -0.26’
SSD = 743’
STA = 17+50.00
EL = 526.95’
(-)1.5342 %
K = 507
ex = 0.10’
519.2
8
VP
C
10
+5
0.0
0
EL.
= 5
36.6
5’
VP
T
12
+5
0.0
0
EL.
= 5
34.6
2’
VP
C
16
+5
0.0
0
EL.
= 5
28.4
8’
VP
T
18
+5
0.0
0
EL.
= 5
25.8
1’
53
6.6
5
53
6.3
4
53
5.8
9
53
5.3
2
53
4.6
2
53
3.8
5
53
3.0
8
53
2.3
2
53
1.5
5
53
0.7
8
53
0.0
2
52
9.2
5
52
8.4
8
52
7.7
4
52
7.0
5
52
6.4
0
52
5.8
1
52
5.2
4
52
4.6
7
52
4.1
0
52
3.5
3
52
2.9
6
52
2.3
9
52
1.8
2
52
1.2
5
52
0.6
8
52
0.1
1
519.5
4
ST
A 13
+91.5
4(F
M
54
9)
ST
A 10
+11.0
0(F
M
55
0)=
ST
A 2
11+8
0.6
0(F
M
74
0)=
(-)1.1399 %
53
6.0
0
53
6.1
1
53
5.5
1
53
4.9
3
53
4.0
9
53
3.4
9
53
2.6
9
53
1.9
7
53
1.0
4
53
0.2
0
52
9.2
7
52
8.7
3
52
7.6
0
52
6.7
3
52
5.9
0
52
2.5
0
52
0.5
0
52
0.5
3
52
0.9
2
52
1.7
1
52
2.0
1
52
3.0
7
52
2.5
1
52
2.0
7
52
1.6
8
52
0.8
0
52
0.2
9
519.4
1
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
53
6.8
5
L = 200.00’
L = 200.00’
Little
1140
549
740
740
Buffalo
SCALE: 1"=2,000’ SCALE: 1"=10,000’
END PROJECT
BEGIN PROJECT
Texas Department of TransportationR
C
N
Texas Department of TransportationR
C
SCALE: 1"=2,000’ SCALE: 1"=10,000’
Little
1140
549
740
740
Buffalo
BEGIN PROJECT
FM 549 PROFILE
FM 740 PROFILE
510
520
530
540
520
530
540
550
520
530
540
550
520
530
540
550
555
545
535
525
510
520
530
540
550
555
545
535
525
515
FM 549
WIL
LO
W S
PRIN
GS D
RIV
E
CH
AP
S D
RIV
E
LA
GO CIR
CLE
LA
S L
OM
AS D
RIV
E
CR
ES
TRID
GE R
OA
D
HIG
H M
EA
DO
W L
AN
E
CHIP
PE
ND
ALE D
RIV
E
PR
OP
OS
ED
EL
EV
ATIO
N
EXIS
TIN
G
EL
EV
ATIO
N
PR
OP
OS
ED
EL
EV
ATIO
N
EXIS
TIN
G
EL
EV
ATIO
N
PR
OP
OS
ED
EL
EV
ATIO
N
EXIS
TIN
G
EL
EV
ATIO
N
PI STATION = 148+31.34
DELTA
TANGENT = 25.28
LENGTH = 50.57
RADIUS = 3,000.00
PC STATION = 148+06.06
PT STATION = 148+56.62 PT STATION
PC STATION
RADIUS
LENGTH
TANGENT
DELTA
= 170+17.84
= 35.71
= 71.42
= 3,000.00
= 169+82.12
= 170+53.54
= 181+85.58
DELTA
TANGENT = 90.03
LENGTH = 180.01
RADIUS = 3,000.00
PC STATION = 180+95.55
PT STATION = 182+75.56
= 185+35.72
DELTA
TANGENT = 87.98
LENGTH = 175.92
RADIUS = 3,000.00
PC STATION = 184+47.74
PT STATION = 186+23.66
= 207+89.62
DELTA
TANGENT = 284.96
LENGTH = 539.27
RADIUS = 675.00
PC STATION = 205+04.66
PT STATION = 210+43.94
= 12+99.62
DELTA
TANGENT = 175.74
LENGTH = 278.43
RADIUS = 180.00
PC STATION = 11+23.88
PT STATION = 14+02.32
= 19+90.30
DELTA
TANGENT = 255.41
LENGTH = 500.14
RADIUS = 1,000.00
PC STATION = 17+34.89
PT STATION = 22+35.02
PI STATION = 138+47.27
DELTA
TANGENT = 281.55
LENGTH = 535.38
RADIUS = 700.00
PC STATION = 135+65.72
PT STATION = 141+01.10
CURVE FM740-1
PI STATION
CURVE FM740-2
PI STATION
CURVE FM740-3
PI STATION
CURVE FM740-4
PI STATION
CURVE FM740-6
PI STATION
PI STATION
CURVE FM740-5
CURVE EX FM550-1
CURVE FM740-1
510
510
510
520
510
530
540
510
510
510
N
80’
118.5
’
90’ 125’
100’
120’
90’
114’
80’ 114’ 110’
120’
114’
108.5
’
120’
12
5’
128.5
’
113.7
’
135.5
’
99’
114’
80’
80’
90’
106’
90’
80’
80’
70’
77’
77’
80’
80’
70’
70’
58’
80’
85’
80’
80’
100’
110’
HEATH ELEMENTARY
AMY PARKS
=12
0’
R=12
0’
R
=120’R
=120’R
=30’
R
=30’R
=30’
R
98.5
’
108.5
’
HE
AT
HL
AN
D C
RO
SSIN
G
EXIS
TIN
G F
M 5
50
WY
ND
EM
ER
E B
OU
LE
VA
RD
HIGH SCHOOL
ROCKWALL-HEATH
PROPOSED GROUND
EXISTING GROUND
D5D6
D7D8
D9
D12 D13D14
D15D16
D17
D18 D19 D20 D21 D22 D23 D24 D25 D26 D27 D28D29 D30 D31 D32 D33 D34
D35
D36
D37A
D57
D58
D59
D61
D39
D38
D40
D41
D43
D44
D46
D48
D49
D50
D51
D52
D53
D54
D42
D45
CITY HALL
HEATH
EXISTING FM 740
END PROJECT
PR
OP
OS
ED
EL
EV
ATIO
N
EXIS
TIN
G
EL
EV
ATIO
N 500
510
520
490
500
510
520
490
EXIS
TIN
G
EL
EV
ATIO
N
PR
OP
OS
ED
EL
EV
ATIO
N
FM 1140 PROFILE
510
500
490
510
500
490
HUBBARD DR PROFILE
EXISTING GROUND
PROPOSED GROUND
D55
D56
90’
510 510
MATCH EXISTING PAVEMENT
ELEV = 507.07
STA 240+76.85
CSJ: 1091-04-023
END PROJECT
MATCH EXISTING PAVEMENT
ELEV = 541.81
STA 142+80.00
CSJ: 1014-03-049
BEGIN PROJECT
MATCH EXISTING PAVEMENT
ELEV = 498.37
STA 13+85.00
CONSTRUCTION
END HUBBARD DRIVE
MATCH EXISTING PAVEMENT
ELEV = 500.34
STA 59+77.00
END FM 1140 CONSTRUCTION
EXISTING ROW
PROPOSED ROW
CENTERLINE/BASELINE
LEGEND
MEDIAN
SIDEWALK
PROPOSED ROADWAY
RETAINING WALL
D3 DRIVEWAY NUMBER
INTERSECTION
PROPOSED SIGNALIZED
FL ELEV = 534.80
STA 175+69.90
TO BE REMOVED
EXISTING 18" CMP
FL ELEV =530.37
STA 144+91.40
PROPOSED 5’X3’ RCB
FL ELEV = 530.30
STA 144+98.50
EXISTING 30" RCP
FL ELEV = 498.24
STA 236+11.60
EXISTING 4.5’X 2.5’ CMP
FL ELEV = 497.27
STA 236+13.60
PROPOSED 2-3’X 2’RCB
80’
FL ELEV = 497.27
STA 236+13.60
PROPOSED 2-3’X 2’RCB
FL ELEV =527.30
STA 144+96.87
PROPOSED 5’X3’ RCB
C F
M 740
L
C H
UBBAR
D D
RIV
E
L
C F
M 1140
L
C F
M 740
L
C F
M 550
L
C FM 740L
D37B
LC FM 740
LC FM 740
HIG
H S
CH
OO
L 1
HIG
H S
CH
OO
L 2
HIG
H S
CH
OO
L 3
610’ A
SP
HALT T
APER
240’ ASP
HALT T
APER
255’ ASP
HALT T
APER
DRAINAGE EASEMENT
25’ EXISTING
DRAINAGE EASEMENT
25’EXISTING
EXIST. DRAINAGE ESMT
PROP. DRAINAGE ESMT
DRAINAGE EASEMENT
35’ PROPOSED
DRAINAGE EASEMENT
35’ PROPOSED
D1
D3
D4
D10
D11
RIPRAP CONCRETE
EXISTING ROW
PROPOSED ROW
CENTERLINE/BASELINE
LEGEND
MEDIAN
SIDEWALK
PROPOSED ROADWAY
RETAINING WALL
D3 DRIVEWAY NUMBER
INTERSECTION
PROPOSED SIGNALIZED
EXIST. DRAINAGE ESMT
PROP. DRAINAGE ESMT
RIPRAP CONCRETE
D47
D60
=30’R
GROUND
EXISTING
STA 144+50.00, 42.50’ LT
BEGIN MSE RETAINING WALL
STA 143+25.00, 45.50’ RT
BEGIN MSE RETAINING WALL
CONRETE
RIPRAP
REMOVE ROADWAY/DRIVE REMOVE ROADWAY/DRIVE
D62
STA 146+50.00, 45.50’ RT
END MSE RETAINING WALL
FLOW ARROWFLOW ARROW
HE
AT
H H
AW
K D
RIV
E
GROUND
PROPOSED
2012 ALL RIGHTS RESERVED 2012 ALL RIGHTS RESERVED
BEGIN OPEN CHANNEL
END CLOSED STORMSEWER
359.4’ RT
STA 170+70.87
BEGIN OPEN CHANNEL
END CLOSED STORMSEWER
404.0’ LT
STA 194+27.74
DELTA
TANGENT = 34.16
LENGTH = 68.33
RADIUS
PC STATION
PT STATION
PI STATION
DELTA
TANGENT = 34.16
LENGTH = 68.33
RADIUS
PC STATION
PT STATION
PI STATION
CURVE 740CONT-1
CURVE 740CONT-2
= 218+00.00
= 4100.00
= 217+65.84
= 218+34.16
= 219+50.02
= 4100.00
= 219+15.85
= 219+84.18
RE
PA
T
TL
AH
PS
A
’0
09
FM 1
140
)HTRON( 047 MF
FROM PROPERTY OWNER.
RIGHT-OF-ENTRY
D2 & D4 WILL REQUIRE
CONSTRUCTION OF DRIVEWAYS
MATCH EXISTING PAVEMENT
ELEV = 541.81
STA 142+80.00
CSJ: 1014-03-049
BEGIN PROJECT
FM 740
EXISTING GROUND
PROPOSED GROUND
MATCH EXISTING PAVEMENT
ELEV = 498.15
STA 13+85.00
CONSTRUCTION
END HUBBARD DRIVE
510
520
530
540
550
PR
OP
OS
ED
EL
EV
ATIO
N
EXIS
TIN
G
EL
EV
ATIO
N
510
520
530
540
550
EXISTING GROUND
PROPOSED GROUND
FM 740 (CSJ:1014-03-049)
PRIOR TO CONSTRUCTION OF
CONSTRUCTION TO BE COMPLETED
FM 740 (CSJ:1014-03-039)
DETAILED DESIGN PLANS.
DURING PREPARATION OF
WITH THE CITY OF HEATH
DETERMINED IN COORDINATION
MEDIAN OPENINGS WILL BE
THE EXACT LOCATION OF ALL
CSJ: 1014-03-049
MATCH EXISTING PAVEMENT
ELEV = 519.28
STA 24+22.54
END FM 550 CONSTRUCTION
CSJ: 1014-03-049
MATCH EXISTING PAVEMENT
ELEV = 516.00
STA 2+40.00
END FM 549 CONSTRUCTION
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
STA 211+80.60
1091-04-023
BEGIN PROJECT CSJ:
FM 550 PROFILE
MATCH EXISTING PAVEMENT
ELEV = 519.28
24+22.54
END FM 550 CONSTRUCTION
MATCH EXISTING PAVEMENT
ELEV = 516.00
STA 12+40.00
BEGIN FM 549 CONSTRUCTION
PAVEMENT
MATCH EXISTING
ELEV = 536.85
STA 23+91.54
CONSTRUCTION
END FM 549
MATCH EXISTING PAVEMENT
ELEV = 500.34
STA 59+77.00
BEGIN FM 1140 CONSTRUCTION
SCALE HORIZONTAL = 1:200
SCALE VERTICAL = 1:20
PROJECT LENGTH = 1.86 MILES
DESIGN SPEED = 30 MPH
CONTROL: 1014-03-049 & 1091-04-023
URBAN COLLECTOR
ROCKWALL COUNTY
TO: FM 1140
FROM: FM 1140
FM 740 SOUTH
DISTRICT ENGINEER
WILLIAM L. HALE, P.E.
DESIGN SCHEMATIC
TEXAS DEPARTMENT OF TRANSPORTATION
SCALE HORIZONTAL = 1:200
SCALE VERTICAL = 1:20
PROJECT LENGTH = 1.86 MILES
DESIGN SPEED = 30 MPH
CONTROL: 1014-03-049 & 1091-04-023
URBAN COLLECTOR
ROCKWALL COUNTY
TO: FM 1140
FROM: FM 1140
FM 740 SOUTH
DISTRICT ENGINEER
WILLIAM L. HALE, P.E.
DESIGN SCHEMATIC
TEXAS DEPARTMENT OF TRANSPORTATION
MATCH EXISTING PAVEMENT
ELEV = 507.07
STA 240+76.85
CSJ: 1091-04-023
END PROJECT
CONTINUED ABOVE
FM 740 PROFILE
CSJ: 1091-04-023
BEGIN PROJECT
CSJ: 1014-03-049
END PROJECT
CSJ: 1091-04-023
BEGIN PROJECT
STA 211+80.60
DESIGN.
DETAILS WILL BE INCLUDED IN PS&E
DETAILS ON THE SCHEMATIC. THESE
NOT PRACTICAL TO SHOW THESE
AT MEDIANS. DUE TO THE SCALE, IT IS
PEDESTRIAN REFUGE WILL BE PROVIDED
INTERSECTIONS AND A MINIMUM 6’
ADA RAMPS WILL BE PLACED AT ALL
ROLL 1 OF 1
MAY 2012
DATE: MAY, 2012
P.E. REGISTRATION NO.: 103677
ENGINEER: MARK ALAN NEUSCHAFER
BIDDING OR CONSTRUCTION.
DOCUMENT INCOMPLETE: NOT INTENDED FOR PERMIT,
DATE: MAY, 2012
P.E. REGISTRATION NO.: 103677
ENGINEER: MARK ALAN NEUSCHAFER
BIDDING OR CONSTRUCTION.
DOCUMENT INCOMPLETE: NOT INTENDED FOR PERMIT,
ROLL 1 OF 1
MAY 2012
STA 146+50.00, 42.50’ LT
END MSE RETAINING WALL
115.8
’
STA 144+50.00, 42.50’ LT
BEGIN MSE RETAINING WALL
10’
EASEMENT
PROPOSED DRAINAGE
STA 190+51.83, 45.50’ RT
RETAINING WALL
END CONCRETE
STA 189+21.83, 45.50’ RT
RETAINING WALL
BEGIN CONCRETE
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