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10"0 STEEL PIPE
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STEEL ANGLE BRACKET
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B-LINE B3067-4
OR APPROVED EQUAL
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3/4„0 M.B.
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� ADJUSTABLE HINGE
B-LINE B335-2
OR APPROVED EQUAL
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TRANSVERSE BRACE
B-LINE B22 CHANNEL
OR APPROVED EQUAL
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ADJUSTABLE HINGE
B-LINE 5335-2
OR APPROVED EQUAL
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3/4"0 ADHESIVE ANCHOR
W/ 5" EMBED, TYP.
PLAN
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ADHESIVE ANCHOR
5" EMBED, TYP.
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SECTION
STEEL ANGLE BRACKET
B-LINE B3067-4
@ 12'-0" OC MAX
OR APPROVED EQUAL
�)u. WASHER
10"0 STEEL PIPE
3/4"0 U BOLT
PS4 SUPPORT (SEISMIC RESTRAINT)
4 SCALE: 3/4"=1'-0"
NOTES:
NOTES:
3 1) ALL CHANNELS AND FITTINGS, STRAPS, FASTENERS AND RELATED ACCESSORIES
SHALL SATISFY THE REQUIREMENTS OF SECTION 05450.
2) ALL MATERIALS SHALL BE HOT DIP GALVANIZED PER SECTION 05450.
L
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION
PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS
HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF INFORMATION
PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR
COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD
DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE.
11 AVAV9 IAVn C"
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MONORAIL PLAN B
SCALE: 3/8"=1'-O" 5 14
F
5/8"0 AB W/ 5" EMBED
- L4X4X1 /4X0'-6"
S12X31.8 1„
12 2„
1/4
-1N
'Y' I
-IN
�-{ 2-5/8"0 M.B.
II I'
II II
I 1 3-5/8"0 M.B.
II II
II II
II I'
11
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II II
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SECTION D
SCALE: 3/4"=V-0" �14
G
SECTION rc
SCALE: 3/8"=1'-0" �14
W/ 4-5/8"0 AB
3 SIDES TYP BASE PL 1 /2"X10"X10"
STL PL 3/8
TYP
1/4
TS4X4X1 /4
YID
`t—ffJ VCR I DHf-\
SECTION
E
SCALE: 3/4"=1'-0" �14
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1#5@12'5 DOWEL
,
1" GROUT
(MIN)
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SECTION F
SCALE: 3/4"=1'-0" �14
PUMP SEE
MECH DWGS
PER PUMP
MANUFACTURER'S
REQUIREMENTS
3-#5 TIES n
r'UW WLUMIN
SECTION rG
SCALE: 3/4"=1'-0" �14
C�
=R
I U IVII U \lLU IVIIV
3
'N
A
10
PUMP FLANGE 8
FOUNDATION
PLATE
ANCHOR BOLTS
PER PUMP
MANUFACTURER'S
REQUIREMENTS
UI L.IVIINU IIV I UTAP
PEDESTAL FOR
PUMP COLUMN
W=2953E2
3/4" CHAMFI
(TYP)
SUSPENDED SLAB _
REINF NOT SHOWN
0
5
0
PUMP FLANGE
FOUNDATION 3
PLATE
ANCHOR BOLTS
PER PUMP
MANUFACTURER'S
REQUIREMENTS
PUMP COLUMN OPENING IN PUMP
PEDESTAL FOR
PUMP COLUMN
2
R
->F
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*11"
I
N
0 1 2 3 4
3/4"=1 1-0"
SURVEYED: SCALE: AS SHOWN.CITY OF RENT4N DATE: 1
DESIGNED: DLB VERTICAL: NAVD 1988 DEC 2005
DRAWN: Si ONE INCH HORIZONTAL: NAD 1983/1991 Keened /a�Er1i(S ECONOMIC AND ENGINEERING Planning/Building/Public Works Dept.
y SERVICES, INC. PROJECT No. 3-01-358
CHECKED: DLB Consultants MAPLEWOOD
AT FULL SCALE 10900 NE 4th STREET, SUITE 1110 REVISION NO.
RECORD DRAWING 12/05 APPROVED: SEM WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
Al CHANGE DURING SUBMITTAL #75A REVIEW SJ 04/04 DLB DATUM 32001 32nd Avenue South, Suite 100 BELLEVUE, WASHINGTON 98005
IF NOT ONE INCH Federal Way, Washington 98001 sIHT No.
RECORD DRAWING 12/05 SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA STRUCTURAL
N0. REVISION BY DATE APPR
MONORAIL AND PIPE SUPPORT PLAN, SECTIONS AND DETAILS DWG No. S14
A B -C D E F G H I J K L M N �V-29531AIA
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