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Plan Notes LEGEND Stormwater Detention Vault Foundation Plan
1. SEE CIVIL DRAWINGS FOR PIPE INLET 6'
DIAMETERS, LOCATIONS AND INVERTS. SEE 12/S1.2 FOR ADDITIONAL IBOV INSIDE BOTTOM OF VAULT Scale: 3/1" = 1-�7
0"
WALL REINFORCING AROUND PIPE PENETRATIONS.
s� 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
3. ALL FOOTING SHALL BEAR ON DENSE UNDISTURBED SOILS OR ON STRUCTURAL FILL PLACED AND COMPACTED F36x12 FOOTING WIDTH (IN) FOOTING DEPTH (IN)
PER GEOTECHNICAL RECOMMENDATIONS. ALLOWABLE BEARING PRESSURES SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
SIDE FACE OF WALL
TYP HORZ & VERT REINF
PER WALL SECTIONS
* r#ls smeer eulzr prm PzA
Wall Reinforcing Transition 9
1 "dp x 1/4" BAR GRATING
(galvanized) W/ ACCESS
PANEL PER CIVIL DWGS.
ATTACH TO LEDGER ANGLE
PER GRATING MFR.
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
•
Catch Basin Base at Control Structure 10
#5 CORNER BARS
@ 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 N
TO MATCH HORZ OR
LONGITUDINAL REINF
LOCATIONS
TYP VERT REINF
#5 VERT @ 12"oc
ON BACKFILL FACE
OF WALL
Typical Corner Bars at Concrete Walls and Footings 11
(1)#5 HORZ AB
BELOW OPENIN,
(1)#5 x 4'-0"
EA CORNER
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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.svvensonsayfaget.com
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REVISIONS:
/ ' 1 Review Response Sept, 17, 2014
1 2 t Review Response Oct. 22, 2015
377618
PROJECT TITLE:
Talbot & 55th Ave Plat
Detention Vault
S 192nd St.
Renton, WA 98055
05 VERT FULL I Everett, WA 98206
EA SIDE OF PH 425.303.9363Cn
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a FOR EACH PAIR FX 425.303.9362 0
VERT BARS CUT p M
Wall Reinforcing at Pipe Penetration
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ISSUE: o n
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Permit D
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SHEET TITLE:
Detention Vault
Plan & Details
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SCALE:
3/4" _ �'-o" U.N.O.
DATE:
February 24, 2014
PROJECT NO:
10192-2014-01-00
SHEET NO:
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