HomeMy WebLinkAboutR-418008O
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ADJUSTABLE HOOK
FLANGED END
SPIGOT END
NOTES:
1. SHEAR GATE SHALL BE
A. SHEAR GATE, CAST IRON BODY AND GATE, OLYMPIC FOUNDRY STANDARD
OR EQUAL OR
B. SHEAR GATE, ALUMINUM OR CAST IRON, DRAINAGE SPECIALTIES
(SAVANNAH,GA.) STANDARD OR EQUAL.
2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED.
3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE),
WELDING, OR OTHER SECURE MEANS.
4. LIFT ROD: AS SPECIFIED BY MANUFACTURER WITH HANDLE EXTENDING TO
WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO
FRAME OR UPPER HANDHOLD.
FROP-T SHEAR GATE
NOT TO SCALE
12" OUTLETI
EMERGENCY OVERFLOW MANHOLE
9
a
A.
RISER EMERGENCY
PIPE SUPPORTS
3 x.090 GAGE BOLTED
OR IMBEDDED 2" IN WALL
AT MAXIMUM 3' SPACING. 1.5xD e
MINIMUM ONE SUPPORT.
MIN.
12" INLET PIPE
A
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STEEL
3" HMA
SE 1/4 SEC. 31, T 23N) R 05E7 W.M.
NOTES:
" 1. OVERFLOW RISER TO BE MADE WITH
NON—GASKETED PVC, SDR-35
2. FRAME AND LADDER OR STEPS OFFSET SO:
A. CLIMB —DOWN SPACE IS CLEAR OF RISER
AND CLEANOUT GATE.
3. PROVIDE AT LEAST ONE 3" x 0.90 INCHES
SUPPORT BRACKET ANCHORED TO CONCRETE
WALL. (MAXIMUM 3'-0" VERTICAL SPACING).
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EMERGENCY OVERFLOW STRUCTURE, IN VAULT
NOT TO SCALE
OO SD SD /
5'X10 ACCESS GRATE W/LADDER & TXT o — — —
INSPECTION PORT (SEE STRUCTURAL
PLANS FOR EXACT LOCATION) 100
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I I II II
INLET-2 0- 0-
F_ - 8" IE 146.22 LjJ Uj
INLET-3 0- 0- 0-
8" IE 146.22 - U V
D TENTION VAULT
N N
T T
01 > > Lid
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10 P x z z
d.
M T
MLJ
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x
w VAULT I
II II II x
coV LIVE STORAGE 40'X72'X1.5'DP. 0.33'
/� - 4,320CF
Lo CN- DEAD STORAGE (SINGLE CELL)
6,072CF x ~
EMERGENCY OVERFLOW I I V OF SEDIMENT STORAGE REMOVABLE 20' _ I .
OUTLET-1 > BAFFLE CN I T
12" IE 146.72 Q z
72.0' x 00
bib.
I � =
x T 00
DEAD STORAGE I S I I z
OUTLET-2 2' ROUND ACCESS MANHOLE x m >
12" IE 147.22 (APPROX. LOCATION) SOLID COVER I U z
_x "DRAIN" WITH LOCKING NUTS (TYP)
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x x
N
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DETENTION VAULT
10 5 0 10 20
SCALE: 1 INCH = 10 FEET
1 REVISED PER CITY
NO. I REVISION
SCALE: 1 "=10'
Lu o
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o o m REMOVABLE BAFFLE
LU � PER COR SWDM
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VAULT TOP EL. 150.22
_ WQEL. 147.22--------------- — —
WQ (SEDIMENT) EL. 143.22 1
Know what's below.
Call before you dig.
SURVEYED:
DESIGNED:
DRAWN:
DAF 3/22 DAF CHECKED:
BY DATE I APPR APPROVED:
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A DETENTION VAULT SECTION
SCALE: 1 "=10'
R-418005
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
3/28/2022
VERTICAL' NAVD 1988
HORIZONTAL' NAD 1983/1991
DATU M
REMOVABLE BAFFLE
1.5' MIN 1.00' HOLLOW PER COR SWDM
CORE COVER
WS EL. 148.72
WQEL. 147.22 �— -- -- _ ----
F SQUARE OPENING B DETENTION VAULT SECTION
SCALE: 1 "=10' z
n
NOTES:
1. DETENTION VAULT DESIGN (BY STRUCTURAL ENGINGEER) UNDER SEPARATE PERMIT.
2. DETENTION VAULT COVER SHALL BE CAPABLE OF SUPPORTING THE POINT LOADING OF THE
Z
FIRE TRUCK OUTRIGGERS.
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3. ALL DIMENSIONS SHOWN ARE INTERIOR DIMENSIONS.
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4. THE VAULT SHALL NOT BE USED FOR DETENTION UNTIL THE WALLS HAVE BEEN BACKFILLED
TO THE FINAL GRADE.
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5. CONTRACTOR SHALL COORDINATE SIZE AND LOCATIONS OF GRATES WITH STRUCTURAL
ENGINEER.
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6. ENTRANCE TO CONFINED SPACE WILL BE CLEARLY MARKED AS REQUIRED BY OSHA. THIS
MAY BE ACCOMPLISHED BY HANGING A REMOVABLE SIGN IN THE ACCESS RISERS JUST
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UNDER THE ACCESS GRATE.
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7. THE VAULT SHALL BE WATER TIGHT. ALL CONSTRUCTION JOINTS MUST HAVE WATER STOPS.
8. VAULT LID WILL HANDLE THE POINT LOADING OF THE FIRE TRUCK OUTRIGGERS.
4715142nd PI. SW #B,
Edmonds, WA 98026
ph 206.890.8291
OR)
CITY OF
RENTON
Planning/Building/Public Works Dept.
2
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~
DEVELOPMENT ENGINEERING Aollkk SURFACE WATER UTILITY
Scott Warlick 4/4/2022 JFarah 04/04/2022
DATE: J
12-11-2020 Q
G U R U D WA RA S I K H TEMPLE FIELDBOOK:
PAGE:
DETENTION VAULT DRAWICLI. 1 °C
STORM DETAILS SHEET: 8 OF: o 0
7 0