HomeMy WebLinkAboutR-4180050
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ADJUSTABLE HOOK
SE 1/4 SEC. 31, T 23NI R 05EI W.M.
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
0
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0
0
0
0
0
0
0
0
12" OUTLET PIPE o
0
0
EMERGENCY OVERFLOW MANHOLE
3" HMA
0.67' (8") HOLLOW CORE
VAULT COVER
RISER EMERGENCY CO7
t
OVERFLOW ELEV. - STANDARD GALVANIZED
148.14' AB STEEL LADDER/STEPS
PIPE SUPPORTS ;� NOTES:
3 x.090 GAGE BOLTED
OR IMBEDDED 2" IN WALL a 12" 1. OVERFLOW RISER TO BE MADE WITH
AT MAXIMUM 3' SPACING. �.5XDMINIMUM ONE SUPPORT.NON—GASKETED PVC, SDR-35
MIN. 2. FRAME AND LADDER OR STEPS OFFSET SO:
A. CLIMB —DOWN SPACE IS CLEAR OF RISER
12" INLET PIPE AND CLEANOUT GATE.
3. PROVIDE AT LEAST ONE 3" x 0.90 INCHES
INVERT SUPPORT BRACKET ANCHORED TO CONCRETE
ELEV. = 1415-qz- WALL. (MAXIMUM 3'-0" VERTICAL SPACING).
146.14' AB
EMERGENCY OVERFLOW STRUCTURE, IN VAULT
NOT TO SCALE
AS B U
LT
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INLET-3 —
8" I E 146.22
EMERGENCY OVERFLOW
OUTLET-1
12" I Eq$842-
146.14' AB
OUTLET 2 -
� 12" IE
\ 46.64- AB
x__
10 5 0 10 20
SCALE: 1 INCH = 10 FEET
AS —BUILT DRAWING
1 REVISED PER CITY
NO. REVISION
SD
5'X10 ACCESS GRATE W/LADDER & TX3' - - - I- o
INSPECTION
PORT
(SEE
PLANS
FOREXACT LOCATION) I
DETENTION VAULT
1
10
VAULT
LIVE STORAGE 40'X72'X1.5'DP.
4,320CF
DEAD STORAGE (SINGLE CELL)
6,072CF
1' OF SEDIMENT STORAGE
72.0'
DEAD STORAGE
N
0.33'
REMOVABLE
BAFFLE
2' ROUND ACCESS MANHOLE
(APPROX. LOCATION) SOLID COVER
"DRAIN" WITH LOCKING NUTS (TYP)
DETENTION VAULT
SCALE: 1 "=10'
w o
o o m REMOVABLE BAFFLE
w L PER COR SWDM
U_
VAULT TOP EL. 150.22 148.14' AB
146.64' AB — l
WQ (SEDIMENT) EL. 44�-142.64' AB 1
Know what's below.
Call before you dig.
SURVEYED:
DESIGNED:
J V 14 2 DAF DRAWN:
DAF 3/22 DAF CHECKED:
BY DATE 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
3/14/2025
VERTICAL, NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
SD
I N LET-2
8" IE 146.22
EO
CV
CO
T
REMOVABLE BAFFLE
1.5' MIN 1.00' HOLLOW PER COR SWDM
CORE COVER
148.14' AB
_ _ HWS EL. 7-7
-- _ - - - -
7.00' 146.64' AB
5' SQUARE OPENING B DETENTION VAULT SECTION
SCALE: 1 "=10'
FURR
\&RVIUS
4715 142nd PI. SW #B,
Edmonds, WA 98026
ph 206.890.8291
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
FIRE TRUCK OUTRIGGERS.
3. ALL DIMENSIONS SHOWN ARE INTERIOR DIMENSIONS.
4. THE VAULT SHALL NOT BE USED FOR DETENTION UNTIL THE WALLS HAVE BEEN BACKFILLED
TO THE FINAL GRADE.
5. CONTRACTOR SHALL COORDINATE SIZE AND LOCATIONS OF GRATES WITH STRUCTURAL
ENGINEER.
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
UNDER THE ACCESS GRATE.
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.
CITY OF
RENTON
Planning/Building/Public Works Dept.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS I—
GURUDWARA SIKH TEMPLE
DETENTION VAULT
STORM DETAILS
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DATE:
12-1 1-2020 Q
FIELDBOOK:
PAGE:
DRAWING NO:
C3.1
SHEET: Q OF: o