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Oak Street Basin and Storm Drain
|
Proposed Storm Drain Design mesa-az
Basis of Design:
RANGE RIDER TRAIL
The Oak Street and Hawes Road storm drains are designed
to capture the 100-year flood flows from the upstream
640-acre watershed that extends into the Usery Mountains. REDBERRY
‘ : The storm drains will outlet to the new detention basin to be
| constructed at the corner of Oak Street and Hawes Road. < RRRRRREREREEE
QUILL STREET cat ti
H ina
eT | Hydraulic Design Data: RRRRENEED 2
Redberry ———— 4) = re bey <i. Oak Street storm drain design flow = 590 cfs PROJECT LOCATION EERE CCERRREE { Lae 5
Hawes Road storm drain design flow = 160 cfs EEE LTE TET ETE EET EEE EL
Detention Basin Outlet Design Flow = 160 cfs SSS
PLYMOUTH Cees
Drain RRRRRERE
RE
PALM LANE CRRA
RRR ESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSIS
ERR
Storm AAARAAARARRA
WT
1 : \ McDOWELL ROAD
48”
\| |
—~| Da Vicinity Map
a at A
! Bee
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| tl a es |
! ! 0 60 120 240
4 Scale: 1”= 60’
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oust ae
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on we ate Mie Fy! Bor te. ran i
5 1 84 1 4 18 6682 3755 48 58 24.464317 Uke
5 1 84 1 4 19 6835 3755 50 58 48.402298 bao
4 1 84 1 5 0 441 4471 6571 91 -1
5 1 84 1 5 1 441 4488 5 18 0.000000 ;
5 1 84 1 5 2 593 4473 89 80 32.460136 |g
5 1 84 1 5 3 2420 4543 79 4 0.000000 _)_
5 1 84 1 5 4 2552 4467 17 102 32.769466 |
5 1 84 1 5 5 2789 4544 78 3 18.254318 Sei
5 1 84 1 5 6 3005 4494 132 59 34.010284 gar
5 1 84 1 5 7 3169 4486 471 67 0.000000 Stormbraita
i Bx we 3 * <2 s oa
|: 2 eet | 72” Storm. Drain: |
UR nile ES i ti eee Es AO
a peli 7 ee Pret EL Ce
i i [=] = row
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street
| Oak ea oP pet
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Bilis | | | | ran. | | | | | |
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— Bile eee RC Thunder Mountain Subdivision &Barker—
2801 West Durango Street, Phoenix, Arizona 85009, (602) 506-1501 Flood Control District of Maricopa County
www.fcd.maricopa.gov