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P
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SC
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BY
DIS
PL
AC
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EN
T
NURSERY
NURSERY
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
LP
TELTEL
TEL
SH
PIPEVAULT
SH
SH
SH
SV
SV
SV
SH
SH
SH
SHSH
SH
SH
SV
PP
PP
MARKER
INLET
CP67
XX
WV
CP66
XXX
INLET
NORTHERNTOOL
CP51
CP68
CP69
SSMH
SBC MANHOLES
PPMARKERS
MARKER
PP
SBC MANHOLES
PP
INLET
GA
TE
LP LP LPLP
LPLP
LP
LP
GL
SIGN
PP
GL
GL GLGL
GL
GL
GL
LP
MARKER
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
589.82
1763
589.82
1764
589.82
1765
589.79
1766
589.801767
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
589.201782
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
551.04
2558
550.97
2559
550.65
2560
550.60
2561
550.95
2562
550.96
2563
550.63
2564
551.00
2565
551.062566
551.11
2567
551.07
2568
550.752569
550.73
2570
551.06
2571
551.10
2572
551.17
2573
551.212574
551.37
2575
551.39
2576
550.722577
550.87
2578
550.89
2579
551.29
2580
551.282581
551.54
2582
551.51
2583
551.182584
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
549.102608
549.75
2609
549.422610
549.75
2611
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
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AD
BU
RL
IN
GT
ON
NO
RT
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RN
SA
NT
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E
UN
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CO
RP
(RL
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)
DA
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AREA
RAPID
(DA
RT
)
DALLAS
AREA
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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
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