HomeMy WebLinkAboutWTR2702953.55A B C D E F IG H I J K IL M
NOTES:
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1. ALL BASIN
WALLS ARE 15"
THICK REINFORCED CONCRETE WALLS.
CV
2. ALL PIPES
AND ELECTRICAL
CONDUITS UNDER THE BUILDING ARE TO BE CONCRETE ENCASED PER THE
I�
TYPICAL DETAIL ON S1.
CV
3. PROVIDE A
36"x36" SUMP,
24" DEEP WITH A STAINLESS STEEL GRATING WITH A MINIMUM OF "x1 /8" BEARING
BARS. SUPPORT
THE GRATING WITH A STAINLESS STEEL EMBEDDED ANGLE PER THE STANDARD DETAIL ON S1.
PROVIDING
THE GRATING IN
TWO PIECES TO FACILITATE REMOVAL WHEN PLACING SUMP PUMP. PROVIDE A
36" LONG
STAINLESS STEEL
GRATING FOR THE 24" WIDE CHANNEL UNDER THE LADDER. SUPPORT THE
GRATING WITH A STAINLESS STEEL EMBEDDED CHANNEL PER THE DETAIL ON S1.
4. THE FOUNDATION LEVEL SLAB IS 14", 16" AND 20" THICK ON 6" AGGREGATE BASE COMPACTED TO 95%
MAXIMUM DRY DENSITY. TOP OF SLAB LOW POINT EL. 67.00. SLAB TO RECEIVE A TRIPLE STEEL TROWEL
g (CLASS 2 FINISH). SEE DWG NO C18 FOR ADDITIONAL SUBGRADE REQUIREMENTS.
5. SEE THE MECHANICAL DRAWINGS FOR UTILITIES PASSING THROUGH THE WALLS AND SLABS. SEE M30 FOR
WALL AND SLAB PIPE PENETRATION DETAILS.
#3 TIES @ 12"
• • 12-#6
a
8 •
a
CONC WALL
REINF NOT
D ETAI L 1 SHOWN
SCALE: 3/4"=1'-O" �,10 4
2'-8"
• • •a • #3 TIES @ 12„
6 a ALT HOOKS
19-#6
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6 w
N CONC WALL
Q 5 REINF NOT
J
DETAI L 2 SHOWN
SCALE: 3/4"=V-0" ,104
0
1'-6" 1'-3"
o
N CONC WALL rR
a REINF NOT
N SHOWN 1,,4 9
4 d
c
Q • • e • #3 TIES @ 12" 4.6
ALT HOOKS
a i •
19-#6
Q
w • • • • •
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w -
r7 • 4 • '
d
4 d d
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Cn
3
L CONC WALL
3
o REINF NOT
° DETAIL L3 SHOWN � .-._•_
U
SCALE: 3/4"=V-0" ,10 4
Y
� REF RFI 49 (4/01 /04) @ C.9x9
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N SURVEYED: SCALE: 1 /8"=1 '-0' "- CITY OF RENTON
i 1 DESIGNED: SJ/DLB VERTICAL: NAVD 1988 ..0
Planning/Building/Public Works De t.
i DRAWN: SJ ONE INCH. HORIZONTAL: NAD 1983/1991 Kennedy/Jenks ECONOMIC AND ENGINEERINGP
CHECKED: DLB SERVICES, INC. MAPLEWOOD
AT FULL SCALE Consultants
o 10900 NE 4th STREET, SUITE 1110
APPROVED: SEM WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
32001 32nd Avenue South, Suite 100 BELLEVUE, WASHINGTON 98005
IF NOT ONE INCH DATUM Federal Way, Washington 98001
Y - RECORD DRAWING 12/05 SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA STRUCTURAL
FOUNDATION PLAN
w NO. REVISION BY DATE APPR
A B C D E E G -H L J K L M N
10
9
8
7
2
24
DATE: DEC 2005 1
PROJECT NO. 3-01 _358
REVISION NO.
SHT NO.
DWG NO. S4
121915131 Al A
7
7 N