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