HomeMy WebLinkAboutD-20420A105' -0"
4" 30'-C"±
TYP MATCH PAVEMENT JOINT' LOCATION 7 1
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S501
2' -4"
8" 17' -0"
SCALE: 1/8 " =7' -0"
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EL 17.11 GENERAL STRUCTURAL NOTES
A. GENERAL
Al COORDINATION
THESE DRAWINGS SHALL BE COORDINATED WITH CONTRACT SPECIF ICATIONS
AND OTHER DOCUMENTS. DIMENSIONS SHOWN DEFINE THE LOCATION AND
WATERTIGHT EXTENT OF STRUCTURAL ELEMENTS. OTHER DIMENSIONS RELATED 10
FRAME AND COVER, INSTALLATION OF FABRICATIONS, MECHANICAL EQUIPMENT, ELECTRICAL
SEED EQUIPMENT, MACHINERY, PIPING AND APPURTANCES SHALL BE DETERMINED
AND VERIFIED BY THE CONTRACTOR. CONFILICTS SHALL BE BROUGHT TO
5502 THE CONSTRUCTION MANAGERS ATTENTION BEFORE CONSTRUCTION.
DIMENSIONS RELATED TO CONSTRUCTION ADJACENT TO AND CONNECTING
TO EXISTING FACILITIES SHALL BE VERIFIED BEFORE CONSTRUCTION_
B. DESIGN
81 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
r64K 64K
-36K
I N
( I
C)
c I O I C)
64K �64K
3' -9" 4' -8"
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, THE SPLICE LENGTH SHALL BE THAT REQUIRED FOR
RESERVOIR BOTTOM THE SMALLER BAP..
AT EL 11.1 ±, 3. DOWELS: MATCH SIZE AND SPACING OF ALL WALL, SLAB AND CORNER
SIMILAR TO BARS WITH THE REINFORCEMENT WITH WHICH THEY LAP.
S502 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.
2. UNLESS OTHERWISE NOTED, ALL STEEL FABRICATION SHALL, BE HOT-
DIP GALVANIZED AFTER FABRICATION.
C4 ALUMINUM
1. STRUCTURAL SHAPES, BARS, PLATES AND SHEETS SHALL BE
ALUMINUM MEETING THE ALUMINUM ASSOCIATION, ALLOY 6061-76.
2. WHERE ALUMINUM IS IN CONTACT WITH CONCRETE, CONTACT SURFACE
SHALL BE COATED WITH ALKALI - RESISTANT BITUMINOUS PAINT.
TWIDE WEIR C5 STAINLESS STEEL
TOP AT EL 13.0,
ADD 2- #6 TOP, 1. STAINLESS STEEL SHALL CONFORM ASTM A167 AND ASTM A484, TYPE 316.
TYPICAL 2 PLACES
RECORD �?fi�,�V„: -- CITY OF RENTON
! - KRAMER, CHIN I DEPARTMENT OF PUBLIC WORKS
i P(, E4 S
I s „` =E' WETVAULT PLANS
BY Th:` FJT A"'C.
4 -01 PARKING AREA
DESIGNED: DATE: 2/93 FILE NAME: 5500
DRAWN:
CHECKED: SCALE:,AS SHOWN RE. 60CK: PAGE:
NO. REVISION BY APPR.I DATE APPROVED: °wccr°R °e vueuc w°wxs SHEET: 10 OF: 13