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  • SEE SHEET 11 - Welcome to the Texas Department of …ftp.dot.state.tx.us/pub/txdot-info/ftw/nte/mobility/tech... · 2009-01-29 · 2325 554.35 2326 554.00 2327 553.69 2328 ... 2351
1
OBSCURED BY DISPLACEMENT NURSERY NURSERY 202 553.16 537 580.10 17 624.22 18 593.22 550 547.14 20 544.83 19 582.60 535 583.24 21 561.47 522 560.16 521 563.37 301 565.40 302 563.92 523 564.91 S-758 SH SV SH SH SH SV SV SV PP WV FH LP TEL TEL TEL SH PIPE VAULT SH SH SH SV SV SV SH SH SH SH SH SH SH SV PP PP MARKER INLET CP67 WV CP66 INLET NORTHERN TOOL CP51 CP68 CP69 SSMH SBC MANHOLES PP MARKERS MARKER PP SBC MANHOLES PP INLET GATE LP LP LP LP LP LP LP LP GL SIGN PP GL GL GL GL GL GL GL LP MARKER FIBER OPTIC CABLE VAULT DFW AUDI CAR DEALERSHIP 2 582.44 51 573.42 66 592.54 67 590.25 68 554.25 69 548.88 758 582.44 1759 591.43 1760 589.77 1761 589.79 1762 589.82 1763 589.82 1764 589.82 1765 589.79 1766 589.80 1767 592.42 1768 592.07 1769 592.26 1770 592.72 1771 590.27 1772 590.37 1773 592.30 1774 590.95 1775 590.43 1776 590.39 1777 588.20 1778 588.30 1779 588.30 1780 588.26 1781 589.20 1782 588.72 1783 589.18 1784 588.82 1785 590.83 1786 590.45 1787 590.52 1788 590.92 1789 590.88 1790 591.23 1791 591.73 1792 591.38 1793 591.72 1794 592.05 1795 592.11 1796 591.85 1797 592.32 1798 592.58 1799 592.47 1800 592.20 1801 591.98 1802 592.32 1803 591.97 1804 591.75 1805 589.66 1806 584.12 1807 589.78 1808 588.23 1809 591.64 1810 591.38 1811 591.37 1812 591.45 1813 591.36 1814 591.37 1815 591.40 1816 591.42 1817 591.43 1818 591.64 1819 591.71 1820 591.59 1821 591.92 1822 591.38 1823 591.34 1824 591.27 1825 591.30 1826 591.31 1827 591.15 1828 591.18 1829 591.15 1830 591.18 1831 591.18 1832 590.81 1833 591.13 1834 591.13 1835 591.12 1836 591.08 1837 591.07 1838 591.00 1839 590.89 1840 590.83 1841 590.80 1842 591.17 1843 591.08 1844 590.95 1845 590.92 1846 590.88 1847 588.53 1848 588.41 1849 588.30 1850 587.99 1851 588.72 1852 589.42 1853 590.10 1854 581.71 1855 585.50 1856 585.49 1857 585.40 1858 585.60 1859 585.01 2255 548.81 2256 549.28 2257 548.79 2258 548.80 2259 549.25 2260 549.53 2261 549.41 2262 549.41 2263 549.16 2264 549.65 2265 551.17 2266 551.45 2267 551.89 2268 551.74 2269 551.97 2270 552.38 2271 554.08 2272 554.92 2273 555.13 2274 555.16 2275 555.21 2276 555.00 2277 554.97 2278 555.03 2279 555.03 2280 554.27 2281 553.77 2282 553.77 2283 553.80 2284 554.41 2285 554.41 2286 554.53 2287 554.55 2288 554.49 2289 554.35 2290 554.49 2291 554.27 2292 554.26 2293 553.91 2294 553.79 2295 553.80 2296 554.19 2297 554.20 2299 554.60 2300 554.50 2301 554.56 2302 554.67 2303 554.54 2304 554.36 2305 553.90 2306 553.96 2307 554.40 2308 554.60 2309 554.56 2310 554.97 2311 555.45 2312 555.38 2313 554.97 2314 554.98 2315 555.43 2316 554.85 2317 554.82 2318 554.64 2319 554.66 2320 554.91 2321 554.48 2322 555.04 2323 555.45 2324 555.46 2325 554.35 2326 554.00 2327 553.69 2328 554.07 2329 552.33 2330 552.74 2331 553.67 2332 553.71 2333 553.41 2334 553.19 2335 552.38 2336 552.39 2337 551.14 2338 550.65 2339 548.77 2340 549.15 2341 550.83 2342 550.91 2343 549.77 2344 549.62 2345 548.74 2346 548.85 2347 548.90 2348 548.62 2349 548.08 2350 548.45 2351 548.35 2352 548.04 2353 548.04 2354 548.06 2355 548.17 2356 548.14 2357 548.36 2358 548.78 2359 549.33 2360 548.83 2361 548.74 2362 549.25 2363 549.19 2364 548.81 2365 548.86 2366 549.23 2367 549.47 2368 549.16 2369 549.50 2370 549.23 2371 549.55 2372 549.68 2373 549.36 2374 550.15 2375 550.01 2376 550.26 2377 550.30 2378 550.05 2379 550.04 2380 550.30 2381 550.34 2382 550.28 2383 550.00 2384 549.62 2385 550.01 2386 550.04 2387 549.50 2388 549.54 2389 549.60 2390 550.16 2391 551.16 2392 551.00 2393 551.02 2394 550.67 2395 551.49 2396 551.93 2397 552.34 2398 551.76 2399 551.74 2400 551.41 2401 551.75 2402 552.09 2403 552.13 2404 552.78 2405 552.53 2406 552.51 2407 552.29 2408 553.25 2409 553.48 2410 553.83 2411 552.67 2412 553.02 2413 553.06 2414 554.07 2415 555.16 2416 555.32 2417 554.67 2418 554.50 2419 555.46 2420 555.41 2421 555.56 2422 555.24 2423 555.62 2424 555.73 2425 555.36 2426 555.71 2427 555.69 2428 555.45 2429 555.14 2430 555.35 2431 555.28 2432 554.98 2433 554.99 2434 554.59 2435 554.17 2436 553.81 2437 553.85 2438 553.07 2439 553.28 2440 553.30 2441 552.96 2442 553.66 2443 552.44 2445 551.89 2446 552.20 2447 552.28 2448 552.21 2449 552.15 2450 551.93 2451 551.96 2452 552.22 2453 552.22 2454 552.23 2455 552.22 2456 552.26 2457 552.27 2458 552.27 2459 551.94 2460 551.94 2461 552.28 2462 552.24 2463 552.25 2464 551.94 2465 551.89 2466 552.20 2467 552.23 2468 552.08 2469 552.06 2470 551.80 2471 551.80 2472 552.07 2473 552.06 2474 552.03 2475 552.04 2476 551.72 2477 552.01 2478 551.98 2479 551.68 2480 552.11 2481 552.06 2482 552.08 2483 551.77 2484 552.26 2485 552.30 2486 552.37 2487 552.26 2488 552.06 2489 551.73 2490 552.04 2491 553.22 2492 553.24 2493 552.96 2494 553.09 2495 553.42 2496 553.46 2497 553.05 2498 552.99 2499 552.69 2500 552.66 2501 552.99 2502 553.05 2503 553.07 2504 552.67 2505 553.13 2506 553.33 2507 553.33 2508 553.42 2509 553.42 2510 552.69 2511 552.76 2512 554.02 2513 553.97 2514 553.62 2515 553.49 2516 553.87 2517 553.92 2518 553.78 2519 553.76 2520 553.39 2521 553.11 2522 553.43 2523 553.46 2524 553.26 2525 553.24 2526 552.87 2527 552.81 2528 553.12 2529 553.18 2530 552.21 2531 552.29 2532 552.28 2533 552.26 2534 551.80 2535 551.95 2536 551.92 2537 551.74 2538 551.63 2539 551.66 2540 551.35 2541 551.28 2542 551.33 2543 551.29 2544 551.24 2545 551.15 2546 551.47 2547 551.39 2548 551.39 2549 551.61 2550 551.48 2551 551.48 2552 551.10 2553 550.73 2554 551.01 2555 551.04 2556 551.04 2557 551.04 2558 550.97 2559 550.65 2560 550.60 2561 550.95 2562 550.96 2563 550.63 2564 551.00 2565 551.06 2566 551.11 2567 551.07 2568 550.75 2569 550.73 2570 551.06 2571 551.10 2572 551.17 2573 551.21 2574 551.37 2575 551.39 2576 550.72 2577 550.87 2578 550.89 2579 551.29 2580 551.28 2581 551.54 2582 551.51 2583 551.18 2584 551.41 2585 551.70 2586 551.74 2587 552.19 2588 552.26 2589 552.19 2590 552.23 2591 550.45 2592 548.91 2593 548.45 2594 548.42 2595 548.90 2596 548.88 2597 548.41 2598 548.45 2599 548.93 2600 548.97 2601 548.51 2602 548.58 2603 548.99 2604 549.02 2605 548.71 2606 548.85 2607 549.10 2608 549.75 2609 549.42 2610 549.75 2611 549.98 2612 550.19 2613 549.91 2614 550.10 2615 550.40 2616 550.40 2617 550.12 2618 550.11 2619 550.38 2620 549.93 2621 549.49 2622 550.32 2623 550.59 2624 550.68 2625 550.76 2626 550.74 2627 550.70 2628 550.73 2629 550.77 2630 550.77 2631 550.65 2632 551.63 2633 552.35 2634 552.25 2635 552.27 2636 552.26 2637 552.31 2638 552.28 2639 552.20 2640 552.36 PP PP . CO CO CP 301 CP 302 CP 1001 CP 1002 CO PP WV TEL. VAULT . S V CP 1013 CP 1015 CP 1016 CP 1022 CP 17 CP 1023 CP 1024 CP 1025 CP 18 CP 20 E ER242 ER7232 EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. CDP CDP N 89%%d 29’ 40.45" E N 77%%d 57’ 23.03" E N 89%%d 29’ 40.45" E N 77%%d 57’ 23.03" E 4225+00 4230+00 4235+00 4240+00 4245+00 4250+00 4255+00 4260+00 4265+00 4270+00 4275+00 4280+00 4285+00 4290+00 4295+00 4300+00 4305+00 4310+00 2225+00 2230+00 2235+00 2240+00 2250+00 2255+00 2260+00 2265+00 2270+00 2275+00 2280+00 2285+00 2290+00 2295+00 2300+00 2305+00 2310+00 1225+00 1230+00 1235+00 1240+00 1245+00 1250+00 1255+00 1260+00 1265+00 1270+00 1275+00 1280+00 1285+00 1290+00 1295+00 1300+00 1305+00 1310+00 3230+00 3245+00 3265+00 3290+00 3295+00 3300+00 3305+00 3310+00 6225+00 6230+00 6240+00 N 89%%d 29’ 40.45" E S 50%%d 06’ 48.67" W PC 12+79.11 PT 13+96.54 PC 15+58.71 PT 16+76.01 PT 14+08.59 15+00 PC 15+84.77 PT 17+01.12 S 0%%d 40’ 08.40" E 6285+00 6290+00 6305+00 6310+00 6270+00 6280+00 N 45%%d 08’ 41.09" E 255+00 260+00 265+00 270+00 N 89%%d 29’ 40.45" E S 86%%d 39’ 34.91" E N 89%%d 20’ 25.09" E N 85%%d 20’ 26.78" E N 89%%d 29’ 40.45" E N 89%%d 29’ 40.45" E N 89%%d 29’ 40.45" E S 86%%d 30’ 19.55" E N 89%%d 29’ 40.45" E S 86%%d 30’ 19.55" E S 79%%d 52’ 39.31" E 7265+00 7270+00 7290+00 7295+00 7300+00 7305+00 7310+00 N 72%%d 57’ 15.78" E N 50%%d 20’ 10.43" E 240+00 245+00 260+00 270+00 250+00 255+00 265+00 280+00 285+00 290+00 305+00 310+00 8250+00 8265+00 8290+00 8305+00 8310+00 S 0%%d 40’ 08.40" E 921.20’ d 57’ 02.85" E S 0%%d 28’ 54.63" E N 78%%d 26’ 25.65" E N 89%%d 29’ 40.45" E N 77%%d 57’ 23.03" E N 89%%d 29’ 40.45" E 2245+00 15+00 20+00 25+00 10+00 15+00 N 50%%d 05’ 24.42" E 105+00 3225+00 3235+00 3240+00 3250+00 3255+00 3260+00 3270+00 3275+00 3280+00 3285+00 6235+00 6245+00 6250+00 6255+00 6260+00 6265+00 N 88%%d 12’ 19.31" E N 89%%d 40’ 56.53" E N 5 N 74%%d 16’ 52.40" E N 88%%d 12’ 28.27" E 20+00 S 0%%d 40’ 08.40" E 15+00 PC 12+90.77 6265+0 6275+00 6295+00 6300+00 N 69%%d 29’ 19.05" E N 47%%d 01’ 00.13" E S 89%%d 47’ 35.86" E N 69%%d 29’ 19.05" E N 50%%d 05’ 24 N 89%%d 29’ 40.45" E S 86%%d 04’ 06.68" E S 86%%d 30’ 19.55" E 310+00 N 89%%d 29’ 40.45" E 7275+00 7280+00 7285+00 N 50%%d 12’ 10.78" E 250+00 255+00 265+00 275+00 260+00 255+00 260+00 265+00 270+00 8255+00 8260+00 8270+00 8295+00 8300+00 N 89%%d 29’ 40.45" E S 89%%d 47’ 36" E N 74%%d 59’ 49" E N 89%%d 32’ 20" E N 89%%d 32’ 20" E N 89%%d 29’ 40" E N 89%%d 15’ 02" E N 89%%d 29’ 40" E 5225+00 5230+00 5235+00 5240+00 5245+00 5250+00 5255+00 5260+00 5265+00 5270+00 5275+00 5280+00 5285+00 5290+00 5295+00 5300+00 5305+00 5310+00 N 89%%d 29’ 40" E 6310+00 N89%%d10’37"E N89%%d29’40.45"E N 89%%d 29’ 40" E 3310+00 4310+00 N 89%%d 29’ 40" E IF U/P-30 IF U/P-30 A B A HC SH 121/183 WMX STA 2260+53 PROPOSED 10’x 10’x 720’ REINFORCED CONCRETE BOX CULVERTS B HC-1 SH 183 WMX STA 2295+85 PROPOSED 9’x 6’x 435’ REINFORCED CONCRETE BOX CULVERTS EXISTING 9’x 9’x 469’ BOX CULVERTS TO BE REMOVED EXISTING 10’x 9’x 76’ BOX CULVERTS TO BE REMOVED EXISTING 6’x 3’x 320’ BOX CULVERT TO BE REMOVED EXISTING 9’x 6’x 336’ BOX CULVERT TO BE REMOVED WATER QUALITY PONDS WATER QUALITY POND WATER QUALITY POND CENTRAL DR BAY ST PLAZA PKY MARRIOTT PARK PLACE BLVD GARDEN PLAZA PARK PLACE BLVD FORUM PARKWAY DOC MCGINNIS DR DANA KAY DR WILSHIRE DR RELIANCE PKWY HARRIS METHODIST HEB HOSPITAL WILSHIRE PARK PLAZA DR HOSPITAL PKWY WESTPARK WAY CENTRAL DR DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT 30" RCP 36" RCP 36" RCP 42" RCP 42" RCP 48" RCP 48" RCP 4’x4’ RCBC 48" RCP 42" RCP 30" RCP 36" RCP 36" RCP 42" RCP 42" RCP 48" RCP 48" RCP 42" RCP 42" RCP 36" RCP 36" RCP 42" RCP 36" RCP 48" RCP 42" RCP 48" RCP 4’x4’ RCBC 5’x4’ RCBC 4’x4’ RCBC 36" RCP 42" RCP 30" RCP 36" RCP 30" RCP 36" RCP 36" RCP 42" RCP 42" RCP 36" RCP 36" RCP 30" RCP 4’x4’ RCBC 5’x4’ RCBC 4’x4’ RCBC 5’x4’ RCBC 5’x4’ RCBC 5’x5’ RCBC 5’x5’ RCBC 5’x4’ RCBC 5’x4’ RCBC 4’x4’ RCBC 5’x5’ RCBC 6’x5’ RCBC 5’x5’ RCBC 7’x5’ RCBC 7’x5’ RCBC 8’x5’ RCBC OBSCURED BY DISPLACEMENT OBSCURED BY DISPLACEMENT NURSERY NURSERY 303 581.11 PP WM PP PP CO CP 303 CP 304 CP 1002 CP 1003 EXIST. R.O.W. EXIST. R.O.W. CDP S 1%%d 26’ 01.37" E 858.58’ N 89%%d 29’ 40.45" E 4310+00 4315+00 4320+00 4325+00 4335+00 2310+00 2315+00 2320+00 2325+00 2330+00 2335+00 1310+00 1315+00 1320+00 1325+00 1335+00 3310+00 3315+00 3320+00 3325+00 3330+00 N 88%%d 52’ 57.15" E N 89%%d 29’ 40.45" E 6310+00 6320+00 6325+00 6330+00 6335+00 N 89%%d 29’ 40.45" E N 84%%d 28’ 36.75" E N 89%%d 29’ 40.45" E 7310+00 7320+00 7325+00 310+00 8310+00 8315+00 8320+00 8325+00 N 89%%d 29’ 40" E S 89%%d 53’ 34" E S 0%%d 47’ 53.66" E 305.01’ 4330+00 10+00 15+00 20+00 1330+00 3335+00 S 87%%d 49’ 51.96" E S 1%%d 26’ 01.37" E 15+00 PT 18+21.46 15+00 S 1%%d 26’ 01.37" E 6315+00 S 86%%d 30’ 19.55" E 310+00 315+00 7315+00 315+00 S 88%%d 26’ 50" E N 88%%d 07’ 56" E N 88%%d 07’ 56" E S 89%%d 53’ 33" E 5310+00 5315+00 5320+00 5325+00 5330+00 5335+00 5315+00 N 89%%d 29’ 40" E N84%%d03’33"E N89%%d28’31"E N 89%%d 11’ 21" E 6310+00 6315+00 N89%%d10’37"E S81%%d43’40"E N89%%d29’40.38"E N86%%d34’47"E N85%%d38’16.23"E N89%%d29’40.45"E PT 5315+29.07 N 89%%d 29’ 40" E N 85%%d 30’ 07" E N 89%%d 51’ 58" E 3310+00 3315+00 4310+00 4315+00 4320+00 N 89%%d 29’ 40" E S 85%%d 51’ 55" E N 89%%d 31’ 34" E STONECOURT DR NITA LN CINDY LN INDUSTRIAL BLVD N (FM 157) INDUSTRIAL BLVD N (FM 157) 7’x5’ RCBC L = 2,250.00’ K = 545 ex = -11.61’ EL = 637.34’ STA = 4235+00.00 VPT 4246+25.00 EL. = 603.83’ PROPOSED CENTRAL RD. WGPX STA. 4228+52.48 CLCNTRL STA. 14+35.57 END BRIDGE WGPPX STA 4230+17.60 BEGIN BRIDGE WGPPX STA 4226+90.04 EXIST. GROUND AT PGL PROP. GRADE AT WGPX 16.5’(MIN.) 624.89 624.83 624.29 601.57 601.63 620.52 618.70 616.39 613.55 610.54 607.68 604.58 601.78 598.83 596.08 593.93 592.48 591.19 590.08 588.87 587.78 586.34 585.35 584.30 582.96 581.62 579.44 577.38 574.58 571.54 568.84 627.19 627.92 627.93 627.65 626.56 625.73 624.73 623.54 620.61 618.86 616.94 614.83 610.07 607.41 604.57 601.60 598.62 595.64 592.66 586.70 583.73 580.75 577.77 626.54 627.65 628.02 627.20 622.16 612.54 589.68 3230+00 3235+00 3240+00 3245+00 3250+00 STA = 3230+25.00 EL = 637.21’ L = 2,145.00’ K = 540 ex = -10.65’ BEGIN BRIDGE EGPXP STA 3227+02.45 END BRIDGE EGPXP STA 3230+28.77 PROPOSED CENTRAL DR. EGPX STA. 3228+66.17 CLCNTRL STA. 15+31.85 VPT 3240+97.50 EL. = 611.54’ 16.5’(MIN.) 621.75 621.90 621.75 601.59 600.86 614.11 615.10 611.87 608.06 603.22 596.91 590.30 593.83 589.83 587.03 585.63 584.78 584.19 584.45 585.10 588.85 592.58 596.28 598.24 598.99 597.09 589.46 581.85 578.31 580.61 581.01 626.63 626.91 627.01 626.93 626.66 626.21 625.57 624.74 623.73 622.54 621.16 619.59 617.84 615.91 613.79 611.48 609.09 606.70 604.30 601.91 599.52 597.12 594.73 592.34 589.94 587.55 585.16 582.76 580.37 577.98 HC HC-1 HC SH 121/183 WMX STA 2260+53 PROPOSED 10’x 10’x 620’ REINFORCED CONCRETE BOX CULVERTS HC-1 SH 183 WMX STA 2295+85 PROPOSED 9’x 6’x 435’ REINFORCED CONCRETE BOX CULVERTS (-)2.9786 % (+)1.1640 % STA = 4266+25.00 EL = 544.26’ L = 950.00’ K = 229 ex = 4.92’ STA = 4282+05.00 EL = 562.65’ (+)1.1640 % (-)0.5000 % L = 900.00’ K = 541 ex = -1.87’ (-)0.5000 % (+)0.5052 % STA = 4308+55.00 EL = 562.77’ (+)0.5052 % (+)1.9659 % L = 340.00’ K = 233 ex = 0.62’ 4255+00 4260+00 4265+00 4270+00 4275+00 4280+00 4285+00 4290+00 4295+00 4300+00 4305+00 4310+00 PROPOSED RAMP WB MANAGED WR8289 VPC 4306+85.00 EL. = 561.91’ VPT 4296+40.00 EL. = 556.63’ VPT 4286+55.00 EL. = 560.40’ VPC 4277+55.00 EL. = 557.41’ VPC 4261+50.00 EL. = 558.41’ VPC 4271+00.00 EL. = 549.79’ VPC 4294+10.00 EL. = 556.62’ PROPOSED RAMP ER7232 EB MANAGED TO NB SH 121. WGPX STA. 4261+19.18 ER7232 STA. 7261+27.93 PROPOSED RAMP ER242 EB SH 183 to NB SH 121 WGPX STA. 4262+08.95 ER242 STA. 263+01.48 PROPOSED MURPHY RD. WGPX STA. 4271+13.36 CLMURPH STA. 20+88.76 ex = 0.29’ EL = 556.05’ STA = 4295+25.00 K = 229 L = 230.00’ 16.5’(MIN.) 16.5’(MIN.) 16.5’(MIN.) 568.84 565.94 563.29 560.99 558.92 555.88 553.23 550.26 547.37 545.67 544.28 543.88 544.25 544.55 544.82 545.47 546.58 547.96 549.97 552.47 555.33 558.04 560.51 562.51 563.94 565.31 566.20 566.58 566.70 566.50 566.32 566.04 565.34 564.99 564.34 563.63 563.07 562.42 561.94 561.20 560.64 560.23 559.72 559.33 559.16 559.42 559.81 560.18 560.86 561.41 561.89 562.15 562.48 562.88 563.37 577.77 559.90 574.79 571.81 568.83 565.85 562.87 556.97 554.43 552.32 550.65 549.42 548.62 548.26 548.33 548.84 549.79 550.95 552.12 553.28 554.44 555.61 556.77 557.92 558.91 559.71 560.33 560.76 561.01 561.07 560.95 560.65 560.17 559.67 559.17 558.67 558.17 557.67 557.17 556.67 556.35 556.46 556.93 557.44 557.94 558.45 558.95 559.46 559.97 560.47 560.98 561.48 561.99 562.78 563.99 565.63 HC HC-1 HC SH 121/183 WMX STA 2260+53 PROPOSED 10’x 10’x 620’ REINFORCED CONCRETE BOX CULVERTS HC-1 SH 183 WMX STA 2295+85 PROPOSED 9’x 6’x 435’ REINFORCED CONCRETE BOX CULVERTS (-)2.3933 % (+)1.9054 % 3255+00 3260+00 3265+00 3270+00 3275+00 3280+00 3285+00 3290+00 3295+00 3300+00 3305+00 3310+00 STA = 3270+75.00 EL = 540.28’ L = 950.00’ K = 221 ex = 5.10’ (+)1.9054 % (-)0.5120 % (-)0.5120 % (+)1.4574 % STA = 3281+75.00 EL = 561.24’ L = 1,000.00’ K = 414 ex = -3.02’ STA = 3298+50.00 EL = 552.66’ L = 450.00’ K = 229 ex = 1.11’ PROPOSED RAMP ER242 EB SH 183 to NB SH 121 EGPX STA. 3258+77.47 ER242 STA. 259+01.18 PROPOSED MURPHY RD. EGPX STA. 3271+24.55 CLMURPH STA. 22+24.76 PROPOSED RAMP ER7265 EB MANAGED EXIT EGPX STA. 3287+88.88 ER7265 STA. 7288+00.69 VPC 3286+75.00 EL. = 558.68’ VPC 3266+00.00 EL. = 551.65’ VPT 3275+50.00 EL. = 549.33’ VPC 3276+75.00 EL. = 551.71’ VPC 3296+25.00 EL. = 553.82’ VPT 3300+75.00 EL. = 555.94’ PROP. GRADE AT EGPX EXIST. GROUND AT PGL 16.5’(MIN.) 16.5’(MIN.) 16.5’(MIN.) 581.01 581.26 582.12 582.56 579.20 556.42 528.88 543.99 544.52 544.84 544.11 544.19 545.17 545.20 545.29 545.58 544.96 546.65 548.89 551.63 554.96 557.69 559.93 561.38 561.34 562.78 563.90 564.07 563.92 564.51 565.50 565.63 565.17 564.35 563.81 563.61 563.54 563.06 562.64 562.16 561.62 561.08 560.66 560.32 560.24 560.62 560.93 561.45 561.93 562.53 563.05 563.42 563.82 564.35 575.58 573.19 570.80 568.40 566.01 563.62 561.22 558.83 556.44 554.04 551.65 549.48 547.77 546.50 545.70 545.34 545.43 545.98 546.98 548.43 550.28 552.18 553.91 555.39 556.63 557.63 558.38 558.90 559.17 559.21 559.00 558.55 558.04 557.53 557.02 556.50 555.99 555.48 554.97 554.46 553.94 553.55 553.59 554.06 554.97 556.31 557.76 559.22 560.68 562.14 563.59 565.05 566.51 567.97 569.42 0 Texas Department of Transportation 0 100 200 300 HORIZONTAL VERTICAL 10 20 30 GRAPHIC SCALES IN FEET R FORT WORTH DISTRICT DATE SUBMITTED DATE APPROVED DATE REVISED TEXAS DEPARTMENT OF TRANSPORTATION C 2008 By Texas Department of Transportation All Rights Reserved MARIBEL CHAVEZ, P.E. DISTRICT ENGINEER NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES 9-12-2008 PRELIMINARY DESIGN DRAINAGE EXHIBIT ROLL OF ALONG IH 820 FROM INTERSTATE HIGHWAY 35W TO STATE HIGHWAY 26 AND ALONG SH 183 FROM INTERSTATE HIGHWAY 820 TO STATE HIGHWAY 121 CSJ No. 008-14-058 CSJ No. 008-14-059 CSJ No. 014-16-194 CSJ No. 364-01-054 CSJ No. 364-05-025 IH 820 / SH183 / SH121 PREPARED BY MACTEC, INC. UNDER THE SUPERVISION OF MICHAEL W. MIDKIFF, P.E., 75435 P:\4760\08-0114\cad\sheet\ntexp_spprofcdrng003.dgn 10/28/2008 3:04:04 PM prhahn 3520 EXECUTIVE CENTER DRIVE, SUITE 200 AUSTIN, TEXAS 78731 (512) 795-0360 FORT WORTH PELICAN ISLAND SOUTHLAKE COLLEYVILLE SANSOM PARK VILLAGE WESTWORTH VILLAGE LAKE WORTH NEWARK ROANOKE TROPHY CLUB WISE COUNTY DENTON COUNTY TARRANT COUNTY PACIFIC UNION UP RR DALLAS AREA RAPID TRANSIT BNSF BNSF BNSF CTRL FORT WORTH ALLIANCE AIRPORT 287 287 287 199 170 114 114 HALTOM CITY HASLET KELLER RIVER OAKS LAKESIDE WHITE SETTLEMENT SAGINAW BLUE MOUND WATAUGA BEDFORD HURST RICHLAND HILLS BENBROOK WESTOVER HILLS FOREST HILL EDGECLIFF PANTEGO DALWORTHINGTON GARDENS NORTH RICHLAND HILLS MARSHALL CREEK WESTLAKE 121 TEXAS 121 TEXAS 287 170 TEXAS 114 TEXAS 183 183 183 10 377 303 B287 B287 508 180 199 TEXAS 287 114 TEXAS BNSF UNION PACIFIC UPRR BNSF 377 157 183 ROLL 8 ROLL 9 20 20 820 820 820 820 820 30 30 30 30 35W 35W ROLL 3 ROLL 4 ROLL 5 ROLL 6 ROLL 7 PROPOSED CONTROL-OF-ACCESS PROPOSED RIGHT-OF-WAY BRIDGE IDENTIFIER EXISTING RIGHT-OF-WAY ALIGNMENT NAME BARRIER INLET CURB INLET BRIDGE INLET RETAINING WALL INLET GRATE INLET PROPOSED DITCHES STORM DRAIN HEADWALL/WINGWALL MANHOLE/JUNCTION BOX RETAINING WALL XXX XXX NOTES: 1. ALL PIPE IS 24" UNLESS OTHERWISE NOTED. 2. ALL PROPOSED CHANNELS TO BE LINED WITH CONCRETE RIPRAP (4’ IN WIDTH) UNLESS OTHERWISE NOTED. LEGEND: LOCATION / KEY MAP PROJECT LOCATION PROPOSED MANAGED LANES PROPOSED FRONTAGE ROADS, CROSS STREETS PROPOSED RAMPS PROPOSED SHOULDERS PROPOSED GORES PROPOSED BRIDGES PROPOSED GENERAL PURPOSE ROLLS 1 & 2 ROLL 10 ROLL 11 RCP/RCBC SIZE LABEL PROPOSED CONSTRUCTION EASEMENT EXISTING DRAINAGE EASEMENT SWIRL CHAMBER FLOW DIVERTER, CONCRETE SPLITTER BOX STORM DRAIN PIPE OR BOX PVC PIPE PROPOSED CONCRETE RIPRAP PROPOSED STONE RIPRAP 3520 EXECUTIVE CENTER DRIVE, SUITE 200 AUSTIN, TEXAS 78731 (512) 795-0360 0 Texas Department of Transportation 0 100 200 300 HORIZONTAL VERTICAL 10 20 30 GRAPHIC SCALES IN FEET R FORT WORTH DISTRICT DATE SUBMITTED DATE APPROVED DATE REVISED TEXAS DEPARTMENT OF TRANSPORTATION C 2008 By Texas Department of Transportation All Rights Reserved MARIBEL CHAVEZ, P.E. DISTRICT ENGINEER NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES 9-12-2008 PRELIMINARY DESIGN DRAINAGE EXHIBIT ROLL OF ALONG IH 820 FROM INTERSTATE HIGHWAY 35W TO STATE HIGHWAY 26 AND ALONG SH 183 FROM INTERSTATE HIGHWAY 820 TO STATE HIGHWAY 121 CSJ No. 008-14-058 CSJ No. 008-14-059 CSJ No. 014-16-194 CSJ No. 364-01-054 CSJ No. 364-05-025 IH 820 / SH183 / SH121 PREPARED BY MACTEC, INC. UNDER THE SUPERVISION OF MICHAEL W. MIDKIFF, P.E., 75435 3230+00 3225+00 3235+00 3240+00 3245+00 3250+00 3255+00 3260+00 3265+00 3270+00 3275+00 3280+00 3285+00 3290+00 3295+00 3300+00 3305+00 3310+00 4225+00 4230+00 4235+00 4240+00 4245+00 4250+00 4255+00 4260+00 4265+00 4270+00 4275+00 4280+00 4285+00 4290+00 4295+00 4300+00 4305+00 4310+00 520 530 540 550 560 570 580 590 600 530 540 550 560 570 580 590 520 530 540 550 560 570 580 590 600 530 540 550 560 570 580 590 MATCH LINE STA. 1225+00 SEE SHEET 11 SEE SHEET 11 PROPOSED PGL PROPOSED PGL PROPOSED PGL PROPOSED PGL BEGIN INTERIM TRANSITION SH183 STA 1310+00 SEG2 SEG2C END INTERIM TRANSITION SH183 STA 1321+58.28 MATCH EXISTING 10 11 SH 183 MAINLANES STA 1225+00 TO 1310+00 RAMPS AND MAJOR CROSS STREETS 10 11 SH 183 MAINLANES STA 1225+00 TO 1310+00 RAMPS AND MAJOR CROSS STREETS Index of Schematic Rolls IH 35W MAINLANES BEGIN PROJECT STA 581+00 TO END PROJECT STA 672+50 RAMPS AND MAJOR CROSS STREETS IH 35W MAINLANES BEGIN PROJECT STA 581+00 TO END PROJECT STA 672+50 INTERIM TRANSITIONS IH 820 MAINLANES BEGIN PROJECT STA 603+67.45 TO STA 700+00 RAMPS AND MAJOR CROSS STREETS IH 820 MAINLANES STA 700+00 TO STA 800+00 RAMPS AND MAJOR CROSS STREETS IH 820 MAINLANES STA 800+00 TO STA 900+00 RAMPS AND MAJOR CROSS STREETS IH 820 MAINLANES STA 900+00 TO STA 1000+00 RAMPS AND MAJOR CROSS STREETS IH 820 MANAGED LANES STA 1000+00 TO END PROJECT STA 1023+09.62 SH 183 / IH 820 MANAGED LANE DIRECT CONNECTORS SH 183 MAINLANES STSA 1022+61.34 TO STA 1119+00 RAMPS AND MAJOR CROSS STREETS SH 183 MAINLANES STA 1119+00 TP STA 1225+00 RAMPS AND MAJOR CROSS STREETS SH 183 MAINLANES STA 1225+00 TO STA 1310+00 RAMPS AND MAJOR CROSS STREETS SH 121 MAINLANES STA 102+00 TO END PROJECT RAMPS AND MAJOR CROSS STREETS ROLL 1 OF 11 ROLL 2 OF 11 ROLL 3 OF 11 ROLL 4 OF 11 ROLL 5 OF 11 ROLL 6 OF 11 ROLL 7 OF 11 ROLL 8 OF 11 ROLL 9 OF 11 ROLL 10 OF 11 ROLL 11 OF 11 ULTIMATE SCOPE SCHEMATIC

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Page 1: SEE SHEET 11 - Welcome to the Texas Department of …ftp.dot.state.tx.us/pub/txdot-info/ftw/nte/mobility/tech... · 2009-01-29 · 2325 554.35 2326 554.00 2327 553.69 2328 ... 2351

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BY

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T

NURSERY

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202553.16

537580.10

17

624.22

18593.22

550547.14

20

544.83

19582.60

535583.24

21

561.47

522560.16

521563.37

301565.40

302563.92

523564.91

S-758

SH

SV

SH

SH

SH SV

SV

SV

PPWV

FH

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TELTEL

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PIPEVAULT

SH

SH

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PP

PP

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INLET

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FIBER OPTICCABLE VAULT

DFW AUDICAR DEALERSHIP

2

582.44

51

573.42

66

592.54

67

590.25

68

554.25

69

548.88

758

582.44

1759

591.43

1760

589.77

1761

589.79

1762

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589.82

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589.801767

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1771

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1774

590.95

1775

590.43

1776

590.39

1777

588.20

1778

588.30

1779

588.30

1780

588.26

1781

589.201782

588.72

1783

589.18

1784

588.82

1785

590.83

1786

590.45

1787

590.52

1788

590.921789

590.88

1790

591.231791

591.73

1792

591.381793

591.72

1794

592.051795

592.11

1796

591.851797

592.32

1798

592.581799

592.47

1800

592.201801

591.98

1802

592.321803

591.97

1804

591.75

1805

589.66

1806

584.12

1807

589.78

1808

588.23

1809

591.64

1810

591.38

1811

591.37

1812

591.45

1813

591.36

1814

591.37

1815

591.40

1816

591.42

1817

591.43

1818

591.64

1819

591.71

1820

591.591821

591.92

1822

591.38

1823

591.34

1824

591.27

1825

591.30

1826

591.31

1827

591.15

1828

591.18

1829

591.15

1830

591.18

1831

591.18

1832

590.81

1833

591.13

1834

591.13

1835

591.12

1836

591.08

1837

591.07

1838

591.00

1839

590.89

1840

590.83

1841

590.801842

591.17

1843

591.08

1844

590.95

1845

590.92

1846

590.88

1847

588.53

1848

588.41

1849

588.30

1850

587.991851

588.721852

589.421853

590.10

1854

581.711855

585.50

1856

585.49

1857

585.40

1858

585.60

1859

585.01

2255

548.81

2256

549.28

2257

548.792258

548.80

2259

549.252260

549.53

2261

549.41

2262

549.41

2263

549.16

2264

549.65

2265

551.17

2266

551.45

2267

551.89

2268

551.74

2269

551.972270

552.382271

554.08

2272

554.92

2273

555.13

2274

555.16

2275

555.21

2276

555.00

2277

554.97

2278

555.03

2279

555.03

2280

554.27

2281

553.77

2282

553.77

2283

553.80

2284

554.41

2285

554.41

2286

554.53

2287

554.55

2288

554.49

2289

554.35

2290

554.492291

554.27

2292

554.26

2293

553.91

2294

553.79

2295

553.80

2296

554.19

2297

554.20

2299

554.602300

554.50

2301

554.56

2302

554.67

2303

554.54

2304

554.36

2305

553.90

2306

553.96

2307

554.40

2308

554.60

2309

554.56

2310

554.97

2311

555.45

2312

555.38

2313

554.97

2314

554.98

2315

555.43

2316

554.85

2317

554.82

2318

554.64

2319

554.66

2320

554.91

2321

554.482322

555.042323

555.45

2324

555.46

2325

554.35

2326

554.00

2327

553.69

2328

554.07

2329

552.33

2330

552.74

2331

553.672332

553.712333

553.412334

553.19

2335

552.38

2336

552.39

2337

551.14

2338

550.65

2339

548.77

2340

549.15

2341

550.832342

550.91

2343

549.77

2344

549.62

2345

548.74

2346

548.85

2347

548.90

2348

548.62

2349

548.08

2350

548.45

2351

548.35

2352

548.04

2353

548.04

2354

548.06

2355

548.17

2356

548.14

2357

548.36

2358

548.782359

549.33

2360

548.83

2361

548.74

2362

549.252363

549.19

2364

548.812365

548.86

2366

549.232367

549.47

2368

549.16

2369

549.50

2370

549.23

2371

549.55

2372

549.68

2373

549.36

2374

550.15

2375

550.01

2376

550.26

2377

550.30

2378

550.05

2379

550.04

2380

550.30

2381

550.34

2382

550.28

2383

550.00

2384

549.62

2385

550.01

2386

550.042387

549.50

2388

549.54

2389

549.60

2390

550.16

2391

551.16

2392

551.00

2393

551.02

2394

550.67

2395

551.49

2396

551.93

2397

552.34

2398

551.76

2399

551.74

2400

551.41

2401

551.75

2402

552.09

2403

552.13

2404

552.78 2405

552.53

2406

552.51

2407

552.29

2408

553.25

2409

553.48

2410

553.832411

552.67

2412

553.02

2413

553.06

2414

554.07

2415

555.16

2416

555.32

2417

554.67

2418

554.502419

555.46

2420

555.41

2421

555.56

2422

555.24

2423

555.62

2424

555.73

2425

555.36

2426

555.71

2427

555.692428

555.45

2429

555.14

2430

555.35

2431

555.282432

554.98

2433

554.99

2434

554.59

2435

554.17

2436

553.81

2437

553.852438

553.072439

553.28

2440

553.30

2441

552.96

2442

553.66

2443

552.44

2445

551.89

2446

552.20

2447

552.28

2448

552.21

2449

552.15

2450

551.93

2451

551.96

2452

552.22

2453

552.22

2454

552.23

2455

552.22

2456

552.26

2457

552.27

2458

552.272459

551.94

2460

551.94

2461

552.28

2462

552.24

2463

552.25

2464

551.94

2465

551.89

2466

552.20

2467

552.23

2468

552.08

2469

552.06

2470

551.80

2471

551.80

2472

552.07

2473

552.06

2474

552.03

2475

552.04

2476

551.72

2477

552.01

2478

551.98

2479

551.68

2480

552.11

2481

552.06

2482

552.08

2483

551.772484

552.262485

552.30

2486

552.37

2487

552.26

2488

552.06

2489

551.73

2490

552.04

2491

553.22

2492

553.24

2493

552.96

2494

553.09

2495

553.42

2496

553.462497

553.05

2498

552.99

2499

552.69

2500

552.66

2501

552.99

2502

553.05

2503

553.07

2504

552.67

2505

553.13

2506

553.33

2507

553.332508

553.42

2509

553.42

2510

552.692511

552.762512

554.02

2513

553.97

2514

553.62

2515

553.49

2516

553.87

2517

553.92

2518

553.78

2519

553.76

2520

553.39

2521

553.11

2522

553.43

2523

553.46

2524

553.26

2525

553.24

2526

552.87

2527

552.81

2528

553.12

2529

553.18

2530

552.21

2531

552.29

2532

552.28

2533

552.26

2534

551.802535

551.95

2536

551.92

2537

551.74

2538

551.63

2539

551.66

2540

551.35

2541

551.28

2542

551.33

2543

551.29

2544

551.24

2545

551.15

2546

551.472547

551.39

2548

551.39

2549

551.61

2550

551.48

2551

551.48

2552

551.10

2553

550.73

2554

551.01

2555

551.04

2556

551.04

2557

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2558

550.97

2559

550.65

2560

550.60

2561

550.95

2562

550.96

2563

550.63

2564

551.00

2565

551.062566

551.11

2567

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2568

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2570

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2571

551.10

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2573

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551.37

2575

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550.87

2578

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2579

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551.282581

551.54

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551.51

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551.41

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551.70

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551.74

2587

552.19

2588

552.26

2589

552.19

2590

552.23

2591

550.45

2592

548.91

2593

548.45

2594

548.42

2595

548.90

2596

548.88

2597

548.41

2598

548.45

2599

548.93

2600

548.97

2601

548.51

2602

548.58

2603

548.99

2604

549.02

2605

548.71

2606

548.85

2607

549.102608

549.75

2609

549.422610

549.75

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549.982612

550.19

2613

549.912614

550.10

2615

550.40

2616

550.40

2617

550.12

2618

550.11

2619

550.38

2620

549.93

2621

549.49

2622

550.32

2623

550.59

2624

550.68

2625

550.762626

550.74

2627

550.70

2628

550.73

2629

550.77

2630

550.77

2631

550.65

2632

551.63

2633

552.35

2634

552.25

2635

552.27

2636

552.26

2637

552.31

2638

552.28

2639

552.20

2640

552.36

PP

PP.

CO

CO

CP 301

CP 302

CP 1001

CP 1002

CO

PP

WV

TE

L.

VA

UL

T

.

S V

CP 1012

CP 1013

CP 1015

CP 1016

CP 1022

CP 1026

CP 17

CP 1023

CP

1024

CP

1025

CP 18

CP

20

E

ER242

ER7232

DRN ESMTDRN ESMTDRN ESMTDRN ESMTDRN ESMTDRN ESMTDRN ESMTDRN ESMTDRN ESMTDRN ESMTDRN ESMTDRN ESMT

EXIST. R.O.W.

EXIST. R.O.W.

EX

IST. R

.O.W

.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

CDP

CD

P

N 89%%d 29’ 40.45" E

N 77%%d 57’ 23.03" E

N 89%%d 29’ 40.45" EN 77%%d 57’ 23.03" E

4225+00

4230+00

4235+00

4240+004245+00

4250+00

4255+00

4260+00

4265+00

4270+00

4275+00

4280+00

4285+00

4290+00

4295+00

4300+00

4305+00

4310+00

2225+00

2230+00

2235+00

2240+00

2250+00

2255+00

2260+00

2265+00

2270+00

2275+00

2280+00

2285+00

2290+00

2295+00

2300+00

2305+00

2310+00

1225+00

1230+00

1235+00

1240+00

1245+00

1250+00

1255+00

1260+00

1265+00

1270+00

1275+00

1280+00

1285+00

1290+00

1295+00

1300+00

1305+00

1310+00

3230+00

3245+00

3265+00

3290+00 3295+003300+00

3305+00

3310+00

6225+00

6230+00

6240+00

6270+00

N 89%%d 29’ 40.45" E

S 5

0%%

d 06’

48.67"

W

N 5

3%%

d 50’

49.50"

E

PC

12+

79.1

1

PT 13+96.54

PC 15+58.71

PT

16+

76.0

1

PT 14+08.59

15+

00

PC 15+84.77

PT

17+

01.1

2

S 0

%%

d 4

0’ 0

8.4

0" E

6285+00

6290+00

6305+00

6310+00

6270+

00

6280+00

N 4

5%

%d 0

8’ 41.0

9" E

255+00

260+00

265+00 270+00N 89%%d 29’ 40.45" E

S 86%%d 39’ 34.91" E

N 89%%d 20’ 25.09" E

N 85%%d 20’ 26.78" EN 89%%d 29’ 40.45" E

N 89%%d 29’ 40.45" E

N 89%%d 29’ 40.45" E

S 86%%d 30’ 19.55" E

N 89%%d 29’ 40.45" ES 86%%d 30’ 19.55" E

S 79%%d 52’ 39.31" E

7265+00

7270+00

7290+00

7295+00

7300+00

7305+00

7310+00

N 72%%d 57’ 15.78" E

N 5

0%%

d 20’

10.43"

E

240+00245+00

260+00

270+00

250+00

255+00

265+00

280+00

285+00

290+00

305+00 310+008250+00

8265+00

8290+00

8305+00

8310+00

S 0

%%

d 4

0’ 0

8.4

0" E

921.2

0’

S 3

5%

%d 5

7’ 0

2.8

5" E

S 0

%%

d 2

8’ 5

4.6

3" E

N 78%%d 26’ 25.65" E

N 89%%d 29’ 40.45" E

N 77%%d 57’ 23.03" E

N 89%%d 29’ 40.45" E

2245+00

15+00

20+

00

25+

00

10+

00

15+

00

N 5

0%%

d 05’

24.42"

E

105+00

110+00

3225+00

3235+00

3240+00

3250+00

3255+00

3260+00

3270+00

3275+00

3280+00

3285+00

6235+00 6245+00

6250+00

6255+00

6260+00

6265+00

N 88%%d 12’ 19.31" E

N 89%%d 40’ 56.53" E

N 5

0%%

d 08’

41.09"

E

N 74%%d 16’ 52.40" E

N 88%%d 12’ 28.27" E

20+

00

S 0

%%

d 4

0’ 0

8.4

0" E

15+

00

PC

12+

90.7

7

6265+00

6275+00

6295+006300+00

N 69%%d 29’ 19.05" E

N 4

7%

%d 0

1’ 00.1

3"

E

S 89%%d 47’ 35.86" E

N 69%%d 29’ 19.05" E

N 5

0%%

d 05’

24.42"

E

N 89%%d 29’ 40.45" E

S 86%%d 04’ 06.68" E

S 86%%d 30’ 19.55" E 310+00

N 89%%d 29’ 40.45" E

7275+00

7280+00

7285+00

N 5

0%%

d 12’

10.78"

E

250+00

255+00

265+00

275+00

260+00

255+00

260+00

265+00

270+00

8255+00

8260+00

8270+00

8295+00

8300+00

N 89%%d 29’ 40.45" E

S 89%%d 47’ 36" E

N 74%%d 59’ 49" E

N 89%%d 32’ 20" EN 89%%d 32’ 20" E

N 89%%d 29’ 40" E

N 89%%d 15’ 02" E

N 89%%d 29’ 40" E

5225+00

5230+00

5235+00

5240+00

5245+00 5250+00

5255+00

5260+005265+00

5270+005275+00

5280+00

5285+00

5290+00

5295+00

5300+00

5305+00

5310+00

N 89%%d 29’ 40" E

6310+00

N89%%d10’37"E

N89%%d29’40.45"E

N 89%%d 29’ 40" E

3310+00

4310+00

N 89%%d 29’ 40" E

IF U/P-30

IF U/P-30

A

B

A HC

SH 121/183 WMX STA 2260+53

PROPOSED 10’x 10’x 720’

REINFORCED CONCRETE BOX CULVERTS

B HC-1

SH 183 WMX STA 2295+85

PROPOSED 9’x 6’x 435’

REINFORCED CONCRETE BOX CULVERTS

EXISTING9’x 9’x 469’

BOX CULVERTSTO BE REMOVED

EXISTING10’x 9’x 76’

BOX CULVERTSTO BE REMOVED

EXISTING

6’x 3’x 320’

BOX CULVERT

TO BE REMOVED

EXISTING

9’x 6’x 336’

BOX CULVERT

TO BE REMOVED

WATER

QUALITY

PONDS

WATER QUALITY POND

WATER

QUALITY

POND

CE

NT

RA

L D

R

BA

Y S

T

PLAZA PKY

MA

RR

IOT

T

PA

RK

PL

AC

E B

LV

D

GA

RD

EN

PL

AZ

A

PA

RK

PL

AC

E B

LV

D

FO

RU

M P

AR

KW

AY

DO

C M

CG

INN

IS D

R

DA

NA

KA

Y D

R

WIL

SH

IRE

DR

RE

LIA

NC

E P

KW

Y

HARRIS METHODIST

HEB

HOSPITAL

WILSHIRE PARK

PL

AZ

A D

R

HO

SP

ITA

LP

KW

Y

WE

ST

PA

RK

WA

Y

CE

NT

RA

LD

R

DRAINAGE EASEMENT

DRAINAGE EASEMENT

DRAINAGE EASEMENT

DRAINAGE EASEMENT

DRAINAGE EASEMENT

30" RCP 36" RCP

36" RCP 42" RCP

42" RCP 48" RCP48" RCP 4’x4’ RCBC

48" R

CP

42" R

CP

30" RCP 36" RCP

36" RCP 42" RCP 42" RCP 48" RCP

48" RCP 42" RCP

42" RCP 36" RCP

36" RCP

42" RCP36" RCP

48" RCP42" RCP

48" RCP 4’x4’ RCBC

5’x4’ RCBC4’x4’ RCBC

36" RCP42" RCP

30" RCP36" RCP 30" RCP 36" RCP

36" RCP 42" RCP

42" RCP 36" RCP

36" RCP 30" RCP4’x4’ RCBC 5’x4’ RCBC

4’x4’ RCBC 5’x4’ RCBC

5’x4’ RCBC 5’x5’ RCBC

5’x5’ RCBC5’x4’ RCBC

5’x4’ RCBC 4’x4’ RCBC

5’x5’ RCBC6’x5’ RCBC5’x5’ RCBC

7’x5’ RCBC

7’x5’ RCBC8’x5’ RCBC

OBSCURED BYDISPLACEMENT

OBSCURED BY DISPLACEMENT

NURSERY

NURSERY

303581.11

PP

WM

PP

PP

CO

CP 303

CP 304

CP 1002CP 1003

EXIST. R.O.W.

EXIST. R.O.W.

CDP

S 1

%%

d 2

6’ 0

1.3

7" E

858.5

8’

N 89%%d 29’ 40.45" E

4310+00

4315+00

4320+00

4325+00

4335+00

2310+00

2315+00

2320+00

2325+00

2330+00

2335+00

1310+00

1315+00

1320+00

1325+00

1335+00

3310+00

3315+00

3320+00

3325+00

3330+00

N 88%%d 52’ 57.15" E

N 89%%d 29’ 40.45" E

6310+00

6320+00

6325+00

6330+00

6335+00

N 89%%d 29’ 40.45" E

N 84%%d 28’ 36.75" E

N 89%%d 29’ 40.45" E

7310+00

7320+00

7325+00

310+00

8310+00

8315+00

8320+008325+00

N 89%%d 29’ 40" E

S 89%%d 53’ 34" E

S 0

%%

d 4

7’ 5

3.6

6" E

305.0

1’

4330+00

10+

00

15+

00

20+

00

1330+00

3335+00

S 87%%d 49’ 51.96" E

S 1

%%

d 2

6’ 0

1.3

7" E

15+

00

PT

18+

21.4

6

15+

00

S 1

%%

d 2

6’ 0

1.3

7" E

6315+00

S 86%%d 30’ 19.55" E 310+00

315+007315+00

315+00

S 88%%d 26’ 50" EN 88%%d 07’ 56" EN 88%%d 07’ 56" ES 89%%d 53’ 33" E

5310+005315+00

5320+00

5325+00

5330+00

5335+00

5315+00

N 89%%d 29’ 40" E

N84%%d03’33"E

N89%%d28’31"E

N 89%%d 11’ 21" E

6310+00

6315+00

N89%%d10’37"E

S81%%d43’40"E

N89%%d29’40.38"E

N86%%d34’47"E

N85%%d38’16.23"E

N89%%d29’40.45"E

PT

5315+29.07

N 89%%d 29’ 40" E N 85%%d 30’ 07" E N 89%%d 51’ 58" E

3310+00 3315+00

4310+00

4315+00

4320+00

N 89%%d 29’ 40" E

S 85%%d 51’ 55" E

N 89%%d 31’ 34" E

ST

ON

EC

OU

RT

DR

NIT

A L

N

CIN

DY

LN

IND

US

TR

IAL

BL

VD

N(F

M 1

57)

IND

US

TR

IAL

BL

VD

N(F

M 1

57)

7’x5’ RCBC

L = 2,250.00’

K = 545

ex = -11.61’

EL = 637.34’

STA = 4235+00.00

VP

T 4

246+

25.0

0

EL

. =

60

3.8

3’

PROPOSED CENTRAL RD.

WGPX STA. 4228+52.48

CLCNTRL STA. 14+35.57

EN

D B

RID

GE

WG

PP

X

ST

A 4

230+

17.6

0

BE

GIN

BR

IDG

E

WG

PP

X

ST

A 4

226+

90.0

4

EXIST. GROUND AT PGL

PROP. GRADE AT WGPX

16.5

’(M

IN

.)

62

4.8

9

624.8

3

62

4.2

9

60

1.5

7

601.6

3

620.5

2

61

8.7

0

61

6.3

9

613.5

5

61

0.5

4

607.6

8

604.5

8

601.7

8

598.8

3

596.0

8

593.9

3

592.4

8

59

1.1

9

590.0

8

58

8.8

7

587.7

8

58

6.3

4

585.3

5

58

4.3

0

58

2.9

6

581.6

2

57

9.4

4

577.3

8

574.5

8

57

1.5

4

56

8.8

4

62

7.1

9

627.9

2

627.9

3

627.6

5

62

6.5

6

625.7

3

624.7

3

62

3.5

4

62

0.6

1

61

8.8

6

61

6.9

4

614.8

3

61

0.0

7

60

7.4

1

60

4.5

7

60

1.6

0

598.6

2

59

5.6

4

59

2.6

6

58

6.7

0

583.7

3

580.7

5

57

7.7

7

62

6.5

4

627.6

5

628.0

2

62

7.2

0

62

2.1

6

61

2.5

4

589.6

8

3230+00 3235+00 3240+00 3245+00 3250+00

STA = 3230+25.00

EL = 637.21’

L = 2,145.00’

K = 540

ex = -10.65’

BE

GIN

BR

IDG

E

EG

PX

P

ST

A 3

22

7+

02

.45

EN

D B

RID

GE

EG

PX

P

ST

A 3

230+

28.7

7

PROPOSED CENTRAL DR.

EGPX STA. 3228+66.17

CLCNTRL STA. 15+31.85

VP

T 3

240+

97.5

0

EL

. =

61

1.5

4’

16.5

’(M

IN

.)

621.7

5

62

1.9

0

621.7

5

60

1.5

9

60

0.8

6

61

4.1

1

61

5.1

0

61

1.8

7

60

8.0

6

603.2

2

59

6.9

1

59

0.3

0

593.8

3

589.8

3

587.0

3

585.6

3

584.7

8

58

4.1

9

584.4

5

58

5.1

0

588.8

5

592.5

8

596.2

8

59

8.2

4

59

8.9

9

59

7.0

9

58

9.4

6

581.8

5

57

8.3

1

58

0.6

1

58

1.0

1

626.6

3

62

6.9

1

62

7.0

1

626.9

3

62

6.6

6

62

6.2

1

62

5.5

7

62

4.7

4

623.7

3

62

2.5

4

62

1.1

6

61

9.5

9

61

7.8

4

61

5.9

1

61

3.7

9

611.4

8

60

9.0

9

60

6.7

0

60

4.3

0

60

1.9

1

599.5

2

597.1

2

594.7

3

59

2.3

4

58

9.9

4

587.5

5

58

5.1

6

58

2.7

6

58

0.3

7

577.9

8

HC

HC-1

HC

SH 121/183 WMX STA 2260+53

PROPOSED 10’x 10’x 620’

REINFORCED CONCRETE BOX CULVERTS HC-1

SH 183 WMX STA 2295+85

PROPOSED 9’x 6’x 435’

REINFORCED CONCRETE BOX CULVERTS

(-)2.9786 %(+)1.1640 %

STA = 4266+25.00

EL = 544.26’

L = 950.00’

K = 229

ex = 4.92’

STA = 4282+05.00

EL = 562.65’

(+)1.1640 % (-)0.5000 %

L = 900.00’

K = 541

ex = -1.87’

(-)0.5000 % (+)0.5052 %

STA = 4308+55.00

EL = 562.77’

(+)0.5052 % (+)1.9659 %

L = 340.00’

K = 233

ex = 0.62’

4255+00 4260+00 4265+00 4270+00 4275+00 4280+00 4285+00 4290+00 4295+00 4300+00 4305+00 4310+00

PROPOSED RAMP

WB MANAGED WR8289

VP

C 4

306+

85.0

0

EL

. =

56

1.9

1’

VP

T 4

296+

40.0

0

EL

. =

55

6.6

3’

VP

T 4

286+

55.0

0

EL

. =

56

0.4

0’

VP

C 4

277+

55.0

0

EL

. =

55

7.4

1’

VP

C 4

261+

50.0

0

EL

. =

55

8.4

1’

VP

C 4

271+

00.0

0

EL

. =

54

9.7

9’

VP

C 4

294+

10.0

0

EL

. =

55

6.6

2’

PROPOSED RAMP ER7232EB MANAGED TO NB SH 121.WGPX STA. 4261+19.18ER7232 STA. 7261+27.93

PROPOSED RAMP ER242EB SH 183 to NB SH 121WGPX STA. 4262+08.95ER242 STA. 263+01.48

PROPOSED MURPHY RD.WGPX STA. 4271+13.36CLMURPH STA. 20+88.76

ex = 0.29’

EL = 556.05’

STA = 4295+25.00

K = 229

L = 230.00’

16.5

’(M

IN

.)

16.5

’(M

IN

.) 16.5

’(M

IN

.)

56

8.8

4

56

5.9

4

56

3.2

9

56

0.9

9

558.9

2

555.8

8

553.2

3

55

0.2

6

54

7.3

7

54

5.6

7

544.2

8

543.8

8

544.2

5

544.5

5

544.8

2

54

5.4

7

546.5

8

54

7.9

6

54

9.9

7

55

2.4

7

555.3

3

55

8.0

4

56

0.5

1

56

2.5

1

56

3.9

4

56

5.3

1

56

6.2

0

566.5

8

56

6.7

0

56

6.5

0

566.3

2

56

6.0

4

56

5.3

4

56

4.9

9

56

4.3

4

563.6

3

56

3.0

7

562.4

2

56

1.9

4

56

1.2

0

56

0.6

4

560.2

3

559.7

2

559.3

3

55

9.1

6

559.4

2

55

9.8

1

560.1

8

56

0.8

6

56

1.4

1

56

1.8

9

562.1

5

562.4

8

562.8

8

56

3.3

7

57

7.7

7

55

9.9

0

57

4.7

9

57

1.8

1

568.8

3

565.8

5

56

2.8

7

55

6.9

7

554.4

3

552.3

2

550.6

5

549.4

2

548.6

2

54

8.2

6

548.3

3

54

8.8

4

54

9.7

9

550.9

5

552.1

2

553.2

8

55

4.4

4

55

5.6

1

55

6.7

7

557.9

2

55

8.9

1

55

9.7

1

560.3

3

56

0.7

6

56

1.0

1

56

1.0

7

560.9

5

560.6

5

56

0.1

7

55

9.6

7

55

9.1

7

55

8.6

7

55

8.1

7

55

7.6

7

55

7.1

7

55

6.6

7

556.3

5

55

6.4

6

556.9

3

55

7.4

4

55

7.9

4

558.4

5

558.9

5

55

9.4

6

55

9.9

7

56

0.4

7

560.9

8

561.4

8

56

1.9

9

562.7

8

56

3.9

9

565.6

3

HC

HC-1

HC

SH 121/183 WMX STA 2260+53

PROPOSED 10’x 10’x 620’

REINFORCED CONCRETE BOX CULVERTSHC-1

SH 183 WMX STA 2295+85

PROPOSED 9’x 6’x 435’

REINFORCED CONCRETE BOX CULVERTS

(-)2.3933 % (+)1.9054 %

3255+00 3260+00 3265+00 3270+00 3275+00 3280+00 3285+00 3290+00 3295+00 3300+00 3305+00 3310+00

STA = 3270+75.00

EL = 540.28’

L = 950.00’

K = 221

ex = 5.10’ (+)1.9054 % (-)0.5120 %

(-)0.5120 % (+)1.4574 %

STA = 3281+75.00

EL = 561.24’

L = 1,000.00’

K = 414

ex = -3.02’

STA = 3298+50.00

EL = 552.66’

L = 450.00’

K = 229

ex = 1.11’

PROPOSED RAMP ER242EB SH 183 to NB SH 121EGPX STA. 3258+77.47ER242 STA. 259+01.18

PROPOSEDMURPHY RD.EGPX STA. 3271+24.55CLMURPH STA. 22+24.76

PROPOSED RAMP ER7265EB MANAGED EXITEGPX STA. 3287+88.88ER7265 STA. 7288+00.69

VP

C 3

286+

75.0

0

EL

. =

55

8.6

8’

VP

C 3

266+

00.0

0

EL

. =

55

1.6

5’

VP

T 3

275+

50.0

0

EL

. =

54

9.3

3’

VP

C 3

276+

75.0

0

EL

. =

55

1.7

1’

VP

C 3

296+

25.0

0

EL

. =

55

3.8

2’

VP

T 3

300+

75.0

0

EL

. =

55

5.9

4’

PROP. GRADE AT EGPX

EXIST. GROUND AT PGL

16.5

’(M

IN

.)

16.5

’(M

IN

.)

16.5

’(M

IN

.)

58

1.0

1

58

1.2

6

582.1

2

58

2.5

6

57

9.2

0

556.4

2

528.8

8

54

3.9

9

544.5

2

54

4.8

4

54

4.1

1

54

4.1

9

54

5.1

7

54

5.2

0

54

5.2

9

545.5

8

54

4.9

6

546.6

5

54

8.8

9

551.6

3

55

4.9

6

55

7.6

9

559.9

3

561.3

8

56

1.3

4

562.7

8

56

3.9

0

56

4.0

7

563.9

2

56

4.5

1

56

5.5

0

565.6

3

56

5.1

7

564.3

5

56

3.8

1

56

3.6

1

56

3.5

4

56

3.0

6

56

2.6

4

56

2.1

6

561.6

2

561.0

8

56

0.6

6

560.3

2

56

0.2

4

560.6

2

560.9

3

561.4

5

561.9

3

562.5

3

563.0

5

563.4

2

563.8

2

564.3

5

575.5

8

57

3.1

9

57

0.8

0

56

8.4

0

56

6.0

1

563.6

2

561.2

2

558.8

3

55

6.4

4

55

4.0

4

551.6

5

549.4

8

54

7.7

7

54

6.5

0

54

5.7

0

54

5.3

4

545.4

3

545.9

8

546.9

8

548.4

3

550.2

8

552.1

8

55

3.9

1

55

5.3

9

556.6

3

557.6

3

558.3

8

55

8.9

0

55

9.1

7

55

9.2

1

55

9.0

0

558.5

5

55

8.0

4

557.5

3

557.0

2

55

6.5

0

55

5.9

9

555.4

8

55

4.9

7

55

4.4

6

55

3.9

4

553.5

5

55

3.5

9

55

4.0

6

55

4.9

7

55

6.3

1

55

7.7

6

559.2

2

560.6

8

56

2.1

4

56

3.5

9

565.0

5

56

6.5

1

56

7.9

7

569.4

2

0

Texas

Department

of Transportation

0 100 200 300

HORIZONTAL

VERTICAL

10 20 30

GRAPHIC SCALES IN FEET

R

FORT WORTH DISTRICT

DATE SUBMITTED

DATE APPROVED

DATE REVISED

TEXAS DEPARTMENT OF TRANSPORTATION

C 2008 By Texas Department

of Transportation

All Rights Reserved

MARIBEL CHAVEZ, P.E. DISTRICT ENGINEER

NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES

9-12-2008PRELIMINARY DESIGN DRAINAGE EXHIBIT

ROLL OF

ALONG IH 820 FROM INTERSTATE HIGHWAY 35W TO STATE HIGHWAY 26

AND

ALONG SH 183 FROM INTERSTATE HIGHWAY 820 TO STATE HIGHWAY 121

CSJ No. 008-14-058

CSJ No. 008-14-059

CSJ No. 014-16-194

CSJ No. 364-01-054

CSJ No. 364-05-025

IH 820 / SH183 / SH121

PREPARED BY MACTEC, INC.

UNDER THE SUPERVISION OF

MICHAEL W. MIDKIFF, P.E., 75435

P:\4760\08-0114\cad\sheet\ntexp_spprofcdrng003.dgn 10/28/2008 3:04:04 PM prhahn

3520 EXECUTIVE CENTER DRIVE, SUITE 200

AUSTIN, TEXAS 78731

(512) 795-0360

RA

IL

RO

AD

NO

RT

HE

RN

FORT

WORTH

MEACHAM

AIRPORT

RY

MANGHAM

AIRPORT

NO

RT

HE

RN

UNION

170

170

180180

180

1220

1220

718

81

287

81

287

287

81

156

377

156

156

377

1709

1709

1709

1938

26

114

114

114

121

121

114

26

1886

199

820

820

183

199

1220

820

199

1220

1220

199

1886

183

183

199

820

30

121

35W

287

156

820

35W

287

81

183

183

377

81

287

347

280

156 377

820

81

183

81

30

10

121

121

121

183

121

183

820

26

26

1938

3029

820

26

183

474

820

26

820

474

121

157

157

157

157

30

820 20

183

465

30

37730

377

820

20

820

183

2871

731

377

20

820

820

303

820

820

287

303

20

20 287

303

157

20

157

157

20

B287

P

L

B114

B287

P

580

580

82020

P

35W

1938

3029

10

SA

NT

A F

E

SA

NT

A F

E

DA

RT (SSW

)

3029

B287

P

199

347

1938

377

121

183

121

3030

287

180

157

157157

303

180

81

287

UN

ION

114

377

UP

RR

156

114377

114

B N

S

F

377

114

20

180

FORT

WORTH

PELICAN

ISLAND

AVONDALE

Pop 795

SOUTHLAKE

COLLEYVILLE

SANSOM PARK

VILLAGE

WESTWORTH

VILLAGE

LAKE

WORTH

NEWARKROANOKE

Pop 315

TROPHY CLUB

WISE COUNTY DENTON COUNTY

TARRANT COUNTY

HICKS

AIRFIELD

BU

RL

IN

GT

ON

UN

IO

N

GOODE

AIRPORT

UP

RR

PA

CIF

IC

RA

ILR

OA

D

RA

ILR

OA

D

NO

RT

HE

RN

BU

RL

IN

GT

ON

UN

ION

UP

RR

RA

IL T

RA

N

(RLTN)

RAILTRAN

UN

ION

PA

CIF

IC R

AIL

RO

AD

UP

RR U

P RR

PACIFICRAILROAD

PA

CIF

IC

RA

IL

RO

AD

CT

RL

RA

IL

RO

AD

BU

RL

IN

GT

ON

UP RR

PACIFIC

RAILROAD

360

B287

P

B287

P

30

377

287

35W

20

820

82020

287

35W

B287

P

3479

3479

B287

P

30

C

P

P

PAC

IFIC

RA

ILRO

AD

BU

RL

IN

GT

ON

NO

RT

HE

RN

SA

NT

A F

E

UN

ION

CO

RP

(RL

TN

)

DA

LLAS

AREA

RAPID

(DA

RT

)

DALLAS

AREA

RAPID

TR

AN

SIT

(DA

RT

)

BN

SF

DA

RT

BN

SF

CO

RP

SA

NT

A F

E

CO

RP

BN

SF

BN

SF

LIN

K

DA

RT

(SSW

)

TRAN

SIT

UPR

R

CTRL

CO

RP

UP

RR

UPRR

BN

SF

UNION

UN

IO

N

PA

CIFIC

R

AIL

RO

AD

BN

SF

UP

RR

PLANT 4

AIR FORCE

CARSWELL STATION/

JOINT RESERVE BASE

35W35W

B287

P

ARLINGTON

MUNICIPAL

AIRPORT

BN

RR

3433

PA

CIF

IC

RA

ILR

OA

D

114

FORT WORTH

ALLIANCE

AIRPORT170

118

156

287

287

287

199TEXAS

170TEXAS

114TEXAS

114TEXAS

HALTOM

CITY

DIDO

LAKEVIEW

AVON

HASLET

KELLER

RIVER OAKS

LAKESIDE

WHITE

SETTLEMENT

SAGINAW

BLUE MOUND

WATAUGA

BEDFORDHURST

RICHLAND

HILLS

BENBROOK

WESTOVER

HILLS

FOREST HILLEDGECLIFF

Pop 11,482

PANTEGO

DALWORTHINGTON

GARDENS

Pop 2,371

Pop 1,758

NORTH

RICHLAND

HILLS

MARSHALL

CREEK

WESTLAKE

121TEXAS

121TEXAS

287

170TEXAS

114TEXAS

183

183

183

10

377

303

B287

B287

508

180

199TEXAS

287

114TEXAS

BN

SF

UN

IO

N P

AC

IF

IC

UPR

R

BN

SF

377

157

183

ROLL 8 ROLL 9

20

20

820

820

820

820820

30 30

30 30

35W

35W

ROLL 3 ROLL 4 ROLL 5 ROLL 6

RO

LL 7

PROPOSED CONTROL-OF-ACCESS

PROPOSED RIGHT-OF-WAY

BRIDGE IDENTIFIER

EXISTING RIGHT-OF-WAY

ALIGNMENT NAME

BARRIER INLET

CURB INLET

BRIDGE INLET

RETAINING WALL INLET

GRATE INLETPROPOSED DITCHES

STORM DRAIN HEADWALL/WINGWALL

MANHOLE/JUNCTION BOX

RETAINING WALL

XXX XXX

NOTES:

1. ALL PIPE IS 24" UNLESS OTHERWISE NOTED.

2. ALL PROPOSED CHANNELS TO BE LINED WITH

CONCRETE RIPRAP (4’ IN WIDTH) UNLESS

OTHERWISE NOTED.

LEGEND:

LOCATION / KEY MAP

CONST ESMTDRN ESMT

PROJECT LOCATION

PROPOSED MANAGED LANES

PROPOSED FRONTAGE ROADS,

CROSS STREETS

PROPOSED RAMPS

PROPOSED SHOULDERS

PROPOSED GORES

PROPOSED BRIDGES

PROPOSED GENERAL PURPOSE

RO

LL

S 1

& 2 ROLL 10

ROLL 11

RCP/RCBC SIZE LABEL

PROPOSED CONSTRUCTION EASEMENT

EXISTING DRAINAGE EASEMENT

SWIRL CHAMBER

FLOW DIVERTER,

CONCRETE SPLITTER BOX

STORM DRAIN PIPE OR BOX

PVC PIPE

PROPOSED CONCRETE RIPRAP

PROPOSED STONE RIPRAP

3520 EXECUTIVE CENTER DRIVE, SUITE 200

AUSTIN, TEXAS 78731

(512) 795-0360

0

Texas

Department

of Transportation

0 100 200 300

HORIZONTAL

VERTICAL

10 20 30

GRAPHIC SCALES IN FEET

R

FORT WORTH DISTRICT

DATE SUBMITTED

DATE APPROVED

DATE REVISED

TEXAS DEPARTMENT OF TRANSPORTATION

C 2008 By Texas Department

of Transportation

All Rights Reserved

MARIBEL CHAVEZ, P.E. DISTRICT ENGINEER

NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES

9-12-2008PRELIMINARY DESIGN DRAINAGE EXHIBIT

ROLL OF

ALONG IH 820 FROM INTERSTATE HIGHWAY 35W TO STATE HIGHWAY 26

AND

ALONG SH 183 FROM INTERSTATE HIGHWAY 820 TO STATE HIGHWAY 121

CSJ No. 008-14-058

CSJ No. 008-14-059

CSJ No. 014-16-194

CSJ No. 364-01-054

CSJ No. 364-05-025

IH 820 / SH183 / SH121

PREPARED BY MACTEC, INC.

UNDER THE SUPERVISION OF

MICHAEL W. MIDKIFF, P.E., 75435

3230+003225+00 3235+00 3240+00 3245+00 3250+00 3255+00 3260+00 3265+00 3270+00 3275+00 3280+00 3285+00 3290+00 3295+00 3300+00 3305+00 3310+00

4225+00 4230+00 4235+00 4240+00 4245+00 4250+00 4255+00 4260+00 4265+00 4270+00 4275+00 4280+00 4285+00 4290+00 4295+00 4300+00 4305+00 4310+00

520

530

540

550

560

570

580

590

600

530

540

550

560

570

580

590

520

530

540

550

560

570

580

590

600

530

540

550

560

570

580

590

MA

TC

H L

INE

ST

A. 1225+

00

SEE SHEET 11

SEE SHEET 11

PROPOSED PGL

PROPOSED PGL

PROPOSED PGL

PROPOSED PGL

BEGIN INTERIM TRANSITION

SH183 STA 1310+00

SEG2SEG2C

END INTERIM TRANSITION

SH183 STA 1321+58.28

MATCH EXISTING

10 11

SH 183 MAINLANES STA 1225+00 TO 1310+00

RAMPS AND MAJOR CROSS STREETS

10 11

SH 183 MAINLANES STA 1225+00 TO 1310+00

RAMPS AND MAJOR CROSS STREETS

Index of Schematic Rolls

IH 35W MAINLANES BEGIN PROJECT STA 581+00

TO END PROJECT STA 672+50

RAMPS AND MAJOR CROSS STREETS

IH 35W MAINLANES BEGIN PROJECT STA 581+00

TO END PROJECT STA 672+50

INTERIM TRANSITIONS

IH 820 MAINLANES

BEGIN PROJECT STA 603+67.45 TO STA 700+00

RAMPS AND MAJOR CROSS STREETS

IH 820 MAINLANES STA 700+00 TO STA 800+00

RAMPS AND MAJOR CROSS STREETS

IH 820 MAINLANES STA 800+00 TO STA 900+00

RAMPS AND MAJOR CROSS STREETS

IH 820 MAINLANES STA 900+00 TO STA 1000+00

RAMPS AND MAJOR CROSS STREETS

IH 820 MANAGED LANES STA 1000+00

TO END PROJECT STA 1023+09.62

SH 183 / IH 820 MANAGED LANE DIRECT CONNECTORS

SH 183 MAINLANES STSA 1022+61.34 TO STA 1119+00

RAMPS AND MAJOR CROSS STREETS

SH 183 MAINLANES STA 1119+00 TP STA 1225+00

RAMPS AND MAJOR CROSS STREETS

SH 183 MAINLANES STA 1225+00 TO STA 1310+00

RAMPS AND MAJOR CROSS STREETS

SH 121 MAINLANES STA 102+00 TO END PROJECT

RAMPS AND MAJOR CROSS STREETS

ROLL 1 OF 11

ROLL 2 OF 11

ROLL 3 OF 11

ROLL 4 OF 11

ROLL 5 OF 11

ROLL 6 OF 11

ROLL 7 OF 11

ROLL 8 OF 11

ROLL 9 OF 11

ROLL 10 OF 11

ROLL 11 OF 11

ULTIMATE SCOPESCHEMATIC

DIRECTIONAL DISTIBUTION 51-49% TRAFFIC VOLUME …ftp.dot.state.tx.us/pub/txdot-info/ftw/sh121-183/121_183_schematic... · ln 12 ’ ln 12’ ln 12’ ln ... 586.96 555.90 586.70 556.37

GENESIS: #FTW

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Asynchronous programming FTW!

IH 820 CORRIDOR IMPROVEMENT STUDY RANDOL MILL ROAD …ftp.dot.state.tx.us/pub/txdot-info/ftw/notices/i... · ih 820 corridor improvement study randol mill road to north sh 121 interchange

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RANGER Neo+ (pikaohje) - PROMAX€¦ · Power 2 C/N 69.1 34.7 6.9 554.00MHz 30.5 kHz dBµV dB dB E-05 E-08 Freq 554.00 dBµV 554.00 dBµV 554.00 CH 31 DVB-T Tools MPEG2 TS locked:

FRA FY 14 Omnibus Funding Passenger Rail Corridor ...ftp.dot.state.tx.us/pub/txdot-info/rail/ftw-aus/project-narrative.pdf · Business and state government travel often occurs between

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THÔNG BÁO VỀ Đ Ề ẦN CÔNG KHAI LIÊN QUAN ĐẾ …ftp.dot.state.tx.us/pub/txdot-info/ftw/notices/062316...những người đi xe đạp. Các góp ý có thể được

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LOYL C. BUSSELL, P.E. - DISTRICT ENGINEER N PUBLIC MEETING …ftp.dot.state.tx.us/pub/txdot/get-involved/ftw/southeast-connector/051619-i20-forest... · 380 duane p. tippit 381 mary

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Texas Department of Transportation®ftp.dot.state.tx.us/pub/txdot-info/ftw/nte/cda/... · Developer Claim Final Decision Certificate. "Developer Claim Final Decision Certificate"

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ATTENDEES: LOCATION OF Cresson City Hall, MEETING: Cresson…ftp.dot.state.tx.us/pub/txdot-info/ftw/377_work_notes_three.pdf · MEETING: Cresson City Hall, Cresson, TX DATE/TIME OF

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XXXXX XXXXXXXXXXXXXXXXXXXXX …ftp.dot.state.tx.us/pub/txdot-info/ftw/nte/cda/0311/vol_2/utility... · construction or permit purposes ... submittals\07.01 boq\2010-12-10 nte all

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