fig 7 hydraulic wkmap pg 1 - pima county,...
TRANSCRIPT
2470
2460
2440
2410
2470
2470
2470
2480
2480
2490
2480
2470
2480
2480
2490
2480
2490
DAKOTA ST
OREGON ST
12TH
AVE
I-19
CALLE RAMONA
CALLE ALVORD
NEBRASKA ST
I-19
SAN
TA C
RU
Z R
IVER
0.00
1
0.02
2
0.03
3 0.04
5
0.06
1
0.07
8
0.09
9
0.11
8
0.13
1
0.14
3
0.163
0.174
0.193
0.22
1
0.24
5
0.260
0.268
0.2730.2
87
0.291
0.322
0.341
0.360
0.380
0.412
0.425
0.43
7 0.45
2
0.46
40.4
78
0.513
0.543
0.581
0.610
0.634
0.670
0.708
0.746
0.761
0.775
0.788
0.790
0.794
0.795
0.801
0.839
0.877
0.915
0.946
0.973
0.996
1.033
1.071
1.095
1.111
1.128
1.167
1.197
1.214
1.25
0 1.27
3
1.295 1.33
3
1.37
0
1.40
1
1.43
3
0.487
DREXEL RD
BR04: BRIDGEROADWAY IS NOTOVERTOPPING
30.147
30.144
30.091
30.0
4730.0
2230.0
00
30.195
2483
.65
/ 248
5.46
2484
.06
/ 248
6.31
2483
.67
/ 248
5.95
2481
.37
/ 248
3.98
2481
.12
/ 248
4.14
2481
.26 / 2
484.2
7
2478.05 / 2479.39
2476.58 / 2478.52
2476.52 / 2478.47
2475.68 / 2477.83
2473.82 / 2477.57
2471.38 / 2472.8
2471 / 2472.55
2469.6 / 2470.87
2473
.96 / 2
477.8
8
2468.68 / 2470.05
2468.4 / 2469.8
2467
.67 / 2
469.2
9
2467
/ 246
8.422466
.15 / 2
467.4
6
2464
.56 / 2
465.7
5
2463
.54 / 2
464.6
924
59.44
/ 24
60.73
2456.28 / 2458.53
2457
.11 / 2
459.2
9
2457
.11 / 2
459.2
8
2456
.52 / 2
458.2
7
2455
.88 / 2
457.4
5
2455
.57 / 2
457.1
7
2454
.80 / 2
456.4
2
2454
.20 / 2
455.9
32453
.75 / 2
455.5
4
2453
.53 / 2
455.3
6
2453
.18 / 2
454.9
9
2452
.89/ 2
454.8
0
2452
.73 / 2
454.7
3
2452.29 / 2454.39
2452
.54
/ 245
4.56
2452
.22
/ 245
4.12
2452
.18
/ 245
4.09
2452
.18
/ 244
3.10
2451
.87
/ 245
3.72
2451
.28 / 2
453.0
6
2450.61 / 2452.29
2449.00 / 2450.402433.04 / 2435.062432.49 / 2434.41
2431.01 / 2432.90
2431
.28 / 2
433.1
3
2431
.19 / 2
433.0
4
2442
.17
/24
42.8
0
2443
.53
/ 244
2.12
2447
.39
/ 244
8.04
2451
.93
/ 245
4.12
2452.19 / 2454.36
2452.19 / 2454.34
2428
.78 / 2
430.4
4
2428
.42 / 2
430.0
9
2427
.7 /
2430
.03
2427
.83 / 2
429.5
3
2424
.43 / 2
426.0
1
2422
.77 / 2
424.7
3
2423
.32
/ 242
5.28
2423
.34 / 2
425.2
3
2421
.12
/ 242
2.73
2418
.99
/ 242
0.64
2417
.77
/ 241
9.6
2418
.38
/ 242
0.79
2418
.43
/ 242
0.82
2416
.82
/ 241
6.94
2416
.95
/ 241
7.05
2417
.22
/ 241
7.66
2416
.9 /
2416
.9
2424
.89
/ 242
6.54
CV01: 5-12'X10' CBCQCUL,100-4267 CFSQCUL,500-6160 CFSROADWAY IS NOT OVERTOPPING
BR01: BRIDGEROADWAY IS NOT OVERTOPPING
BR02: BRIDGEROADWAY IS NOTOVERTOPPING
BR03: BRIDGEROADWAY IS NOT OVERTOPPING
CV02: 6-12'X10' RCBCQCUL,100-3953 CFSQCUL,500-6160 CFSROADWAY IS NOT OVERTOPPING
CV03: 6-12'X7.5' RCBCQCUL,100-3953 CFSROADWAY IS NOT OVERTOPPING @ 100YRQCUL,500-6026 CFSQWEIR,500-134 CFS
CV04: 6-12'X7' RCBCQCUL,100-3953 CFSROADWAY IS NOT OVERTOPPING @ 100YRQCUL,500-5703 CFSQWEIR,500-457 CFS
Q100 -3834 CFSQ500 -5645 CFS(RUNOFF FROM CP-AW428 MINUSBREAKOUT FLOW NEARCROSS-SECTION 0.487)
RIVER-Trib_I19REACH 1(CROSS-SECTIONS 30.000-.30.195)
CP-AW438Q100 - 4267 CFSQ500 - 6160 CFS
RIVER-MCREACH 1(CROSS-SECTIONS 0.001-0.291)
CP-AW436Q100 - 660 CFSQ500 - 949 CFS
CV53: 2-10'X5' RCBCQCUL,100-660 CFSQCUL,500-949 CFSROADWAY IS NOT OVERTOPPING
Q100 - 119 CFSQ500 -515 CFS
2452
.51 / 2
454.5
8
0.45
8
RIVER-MCREACH 2(CROSS-SECTIONS 0.322-3.633)
BREAKOUT FLOWQWEIR,100 - 119 CFSQWEIR, 500 - 515 CFS
BR05: BRIDGEROADWAY IS NOTOVERTOPPING
15S13E03
15S13E02
15S13E10
15S13E11
15S13E01
15S13E12
1% CHANCE FLOOD DISCHARGECONTAINED IN CHANNEL FROMAIRPORT WASH'S CONFLUENCEWITH SANTA CRUZ RIVER TOCROSS-SECTION 0.437
1% CHANCE FLOOD DISCHARGECONTAINED IN CHANNEL FROMCROSS-SECTION 0.543 TOCROSS-SECTION 2.203
CP-AW428Q100=3953 CFSQ500-6061
15S13E11
15S13E01
Z:\Brenda\jw_seal.XSM\00000001.jpg
DRAWN:
CHECKED:
DESIGN:
PROJECT NO.:
REV. DATE:
REV. DATE:
DATE:
SEAL:
REV. DATE:
3555 N. Mountain Ave. Tucson, Arizona 85719Phone (520) 882-4244 Fax (520) 888-1421
SHEET INDEX MAP
FIGURE 7:AIRPORT WASH
PHASE IIHYDRAULIC WORKMAP
1 of 8
14-063
11/05/2015
JW
JW
BJK
01/29/2016
MAT
CH
TO
SH
EET
2
SCALE: 1" =
0'
200'
400'200'
SHEET 8
SHEET 6
SHEET 7
SHEET 4
SHEET 3
SHEET 5
SHEET 2
NOTES
N.T.S.
1. HORIZONTAL PROJECTION IS ARIZONA CENTRAL STATE PLANE, NORTH AMERICAN DATUM OF 1983-92(HARN)
2. WATER SURFACE ELEVATIONS ARE PROVIDED ON NAVD88 VERTICAL DATUM.
3. DIGITAL FIRM MAPPING REFERENCE: PANELS 0419C2286L, 0419C2288L, 04019C2289L, 04019C2880L, 04019C2900L
4. DATA SOURCE: AERIAL PHOTOGRAPHY: PIMA ASSOCIATION OF GOVERNMENTS (PAG) 2008. TOPOGRAPHY: (PAG) 2008 LIDAR DATA. 2-FOOT INTERVAL CONTOURS SHOWN ON THIS WORK MAP WERE GENERATED FROM PAG'S 2008 LIDAR DATA.
1.0% ANNUAL CHANCE FLOODHAZARD
0.2% ANNUAL CHANCE FLOODHAZARD
LEGEND
FEMA EFFECTIVE FLOODPLAINLIMITSFEMA EFFECTIVE FLOODWAY
HEC-RAS CROSS-SECTION100-YR WSE/500-YR WSE(NAVD88)
11.072
STREAMLINE
FLOW ARROW
2449.00/2551.12
FLOODWAY
FEMA EFFECTIVE 500-YEARFLOODPLAIN
SECTION LINE
SECTION ID15S13E28
15S14E
15S13E
16S14E
I-10
SWAN
RD
VALENCIA RD
12TH
AVE
I-19
I-19
CR
AYC
RO
FT R
D
SHEET 1