HomeMy WebLinkAboutTED4003776.268"
87'-6"
105'-4"
16'-6"
8"
6/S1.4
F36x12 Sim
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LC
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F36x12 6/S14 ,
ACCESS HATCH ABOVE
REINF. PER
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Plan Notes
LEGEND
Stormwater
Detention Vault
Foundation Plan
1. SEE CIVIL DRAWINGS FOR PIPE INLET DIAMETERS, LOCATIONS AND INVERTS. SEE 12/S1.2 FOR ADDITIONAL
IBOV INSIDE BOTTOM OF VAULT
Scale: 3/16" = 1'-0"
WALL REINFORCING AROUND PIPE PENETRATIONS.
VAULT INLET OR OUTLET PER CIVIL DRAWINGS
2. REINFORCE GRADE SLAB WITH 6x6 W2.9xW2.9 WELDED WIRE FABRIC PLACED AT THE MID -DEPTH OF THE SLAB.
-
F36x12 FOOTING WIDTH (IN) FOOTING DEPTH (IN)'`
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3. ALL FOOTING SHALL BEAR ON DENSE UNDISTURBED SOILS OR ON STRUCTURAL FILL PLACED AND COMPACTED
PER GEOTECHNICAL RECOMMENDATIONS, ALLOWABLE BEARING PRESSURES SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
WE
SIDE FACE OF WALL
Afr
Wall Reinforcing Transition 9
1"dp x 1/4" BAR GRATING
(galvanized) W/ ACCESS
PANEL PER CIVIL DWGS.
SLAB ON GRADE ATTACH TO LEDGER ANGLE
PER PLAN PER GRATING MFR.
—T1_`
�— L 441/4 W/ 1/2"0 EXP. BOLTS
® 16"oc (embed 21/4" min.)
TYP. ALL AROUND
48"0 TYPE 2 CATCH
BASIN BASE
C
Catch Basin Base at Control Structure 10
48
#5 CORNER BARS F_
@ 12"oc ON BACKFILL
FACE OF WALL
#5 VERT @ 12"oc
ON BACKFILL FACE
OF WALL
ADDITIONAL VERT.
BAR IN WALL
24
#5 CORNER BARS —
(-TO MATCH HORZ OR
LONGITUDINAL REINF
LOCATIONS
TYP VERT REINF
#5 VERT @ 12"oc -
ON BACKFILL FACE
OF WALL
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,
1
1
1
1
1
1
1
1
1
1
1
1
Typical Corner Bars at Concrete Walls and Footings
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SWENSON SAY FAGET
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A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph:206.443.6212 fax:206.443.4870
www.swensonsayfaget.com
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REVISIONS:
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PROJECT TITLE
Talbot & 55th Ave Plat
Detention Vault
S 192nd St.
Renton, WA 98055
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- CML: 377626
Insight Engineering Co.
P.O. Box 1478
E ADD (1)#5 VERT FULL Everett, WA 98206 Ln
(1)#5 HORZ ABOVE AND HEIGHT EA SIDE OF PH 425.303.9363 n
BELOW OPENING OPENING FOR EACH PAIR ° O
FX 425.303.9362
OF TYP VERT BARS CUT o g °° D
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ISSUE: 0
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_ Permit R D •
j SHEET TITLE:
Detention Vault
Plan & . Details
(1)#5 x 4'-0" 1 SCALE:
EA CORNER r 3/4" _ 1'-o" U.N.O.
i
d DATE:
February 24 2014
I 2'-0" GE��E ` 10192-2014-01-00
Xi
SHEET NO:
Y '
2 4 2016
#CITY OF RENTON S1 s2
PLANNING DIVISION i
Wall Reinforcing at Pipe Penetration 12 1"
6 NO: OF SHEETS: