HomeMy WebLinkAboutSWP3002042.100 SIMIL/
WATERTIGHT
FRAME AND
COVER,
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811 17'-0"
BOTTOM PLAN
SCALE: 1/8" =V-0"
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2'-0" x2'-O" x6" DEEP
SUMP TYPICAL 4 PLACES
SEE
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ADD 2- #6 TOP
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WEIR
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GENERAL STRUCTURAL NOTES
EL 17.11
A.
GENERAL
Al
COORDINATION
THESE DRAWINGS SHALL BE COORDINATED WITH CONTRACT SPECIFICATION,:—)
AND OTHER DOCUMENTS, DIMENSIONS SHOWN DEFINE THE LOCATION AND
WATERTIGHT
EXTENT OF STRUCTURAL ELEMENTS, OTHER DIMENSIONS RELATED TO
FRAME AND COVER,
INSTALLATION OF FABRICATIONS, MECHANICAL EQUIPMENT, ELECTRICAL
S E E
EQUIPMENT, MACHINERY, PIPING AND APPURTANCES SHALL BE DETERMINED
AND VERIFIED BY THE CONTRACTOR. CONFILICTS SHALL BE BROUGHT TO
570-27
THE CONSTRUCTION MANAGERS ATTENTION BEFORE CONSTRUCTION
DIMENSIONS RELATED 1-0 CONSTRUCTION ADJACENT 70 ANC) CONNECTING
TO EXISTING FACILITIES SHALL BE VERIFIED BEFORE CONSTRUCTION.
B.
DESIGN
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APPLICABLE SPECIFICATIONS AND CODES
CONSTRUCTION SHALL. BE IN ACCORDANCE WITH THE 1991 UNIFORM BUILDING CODE.
B2
LIVE LOADS
1, UNIFORM LOAD: 400 PSF ON ALL SPANS OR ANY COMBINATION OF SPANS.
2. TRUCK LOAD: AASHTO HS20-44
3 AIRPLANE LOAD: WHEEL LOADING INDICATED (PROVIDED BY THE
BOEING COMPANY) ARE FOR EMPTY OR PARTIALLY COMPLETED
AIRCRAFT.
A, 737-200 B. 757-200 C 707-320C
__64K i ,-641<
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36K _41
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36K T -r-Ilk,
64K 64K
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EL 16,71
4. GROUNDWATER: EMPTY TANK IS DESIGNED TO RESIST FLOATATION TO
STATIC GROUNDWATER ELEVATION OF 15.2 FEET,
C.
MATERIALS
Cl
CONCRETE
UNLESS OTHERWISE NOTED, CONCRETE SHALL BE CLASS A, F'c =4000 PSI
AT 28 DAYS
C2
REINFORCEMENT
EL 11.11
1. DEFORMED BARS; ASTM A615, GRADE 60.
2. REINFORCING SPLICES: REINFORCING LAP SPLICES SHALL BE
CLASS B PER ACI 318-89. WHEN BARS OF DIFFERENT SIZES ARE
-LINED WASTE OIL
LAP SPLICED, 1-HE SPLICE LENGTH SHALL BE THAT REQUIRED FOR
RESERVOIR BOTTOM
THE SMALLER BAR.
AT EL 111±,
3, DOWELS: MATCH SIZE AND SPACING OF ALL WALL, SLAB AND CORNER
SIMILAR TOoe� 2
BARS WITH THE REINFORCEMENT WITH WHICH THEY LAP.
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4. CONCRETE COVER: UNLESS NOTED OTHERWISE, PROVIDE THE
FOLLOWING CONCRETE COVER OVER REINFORCEMENT:
CAST AGAINST GROUND - 3 INCHES
FORMED OR' FINISH SURFACE TO BE IN CONTACT WITH GROUND,
WEATHER AND WATER -- 2 INCHES.
C3
STEEL
1. STRUCTURAL SHAPES, BARS, PLATES AND SHEETS SHALL BE
STEEL MEETING ASTM A36.
UNLESS OTHERWISE NOTED, ALL STEEL FABRICATION SHALL, BE HOT -
DIP GALVANIZED AFTER FABRICATION.
TWIDE WEIR
7'-0" TOP AT EL 110,
TYPICAL ADD 2- #6 TOP,
TYPICAL 2 PLACES
EL 10.71
C4 ALUMINUM
1. STRUCTURAL SHAPES, BARS, PLATES AND SHEETS SHALL BE
ALUMINUM MEETING THE ALUMINUM ASSOCIATION, ALLOY 150611-76,
2. WHERE ALUMINUM IS IN CONTACT WITH CONCRETE, CONTACT SURFACE
SHALL BE COATED WITH ALKALI -RESISTANT BITUMINOUS PAINT,
INLESS STEEL
&2a2OA STAINLESS STEEL SHALL CONFORM ASTM A167 AND ASTM A484, TYPE 316.
CITY OF RENTON
RECORD DRAMIN'
KRAMERCHIN NIAVDEPARTMENT OF PUBLIC WORKS
, & O
CONSLJLTING ENG
BASED' ONY 'rHNFOR_VATRiOfJW3�,�D
WETVAULT PLANS
B C NTAGG IP IV 4-01 PARKING AREA
DESIGNED: DATE_ 2/93 FILE NAME: S500
DRAWN:
CHECKED: SCALE: S SHOWN FIELD BOOK: PAGE:
NO, REVISION BY APPR.T DATE APPROVED: SHEET 10 OF: 13
DIRECTOR OF PUBLIC WORKS
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