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B C D E F G H I J K
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,,,MATC'I-II IMF FnR rONTINI IATInN OFF nRAWINC; M1 �
2 RECORD DRAWINGS
1 CHANGE PER ADDENDA
1 ISSUED FOR CONSTRUCTION
NO. REVISION
A B
SURVEYED: —
DESIGNED: AF
DRAWN: RB
CHECKED: GP
RB
1 /06
GP
APPROVED: —
RB
10/03
AF
RB
0 0
AF
BY
DATE
APPR
C
D
\it 11
M15 M15
SCALE: 3 8"=1'-0
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
E
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
Kennedy/Jenks
Consultants
32001 32nd Ave. S., Suite 100
Federal Way, Washington 98001
ECONOMIC AND ENGINEERING
SERVICES, INC.
10900 NE 4TH STREET, SUITE 1110
BELLEVUE, WASHINGTON 98004
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA
J K
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GENERAL NOTES
1 .
CONTRACTOR SHALL CONFORM TO PIPE ROUTING & ARRANGEMENT AS CLOSELY AS
10
POSSIBLE. NOT ALL PIPING, VALVES, FITTINGS AND ACCESSORIES ARE SHOWN. PROVIDE ALL
PIPE, VALVES AND ACCESSORIES AS SHOWN ON INSTRUMENTATION DRAWINGS EVEN THOUGH
NOT SHOWN ON THIS DRAWING.
12.
AS SHOWN ON DRAWING M2 ALL MAJOR PROCESS PIPING IN THE FILTRATION BUILDING
SHALL BE BLACK STEEL PIPE. DRAWINGS DEPICT FLANGES. HOWEVER, EXCEPT AS NOTED
OTHERWISE BELOW, GROOVED COUPLINGS ARE ACCEPTABLE. IF GROOVED COUPLINGS ARE
USED, GROOVES SHALL BE CUT, NOT ROLLED, AND MINIMUM PIPE THICKNESS SHALL BE
3/8 ".
9
3.
ALL VALVES SHALL BE FULL FLANGED. NO GROOVED JOINTS OR WAFER STYLE VALVES
SHALL BE PROVIDED.
4.
DISASSEMBLY JOINTS OR FLANGE COUPLING ADAPTORS WITH LIMIT RODS MAY BE ADDED
WHERE DESIRED TO FACILITATE PIPING ASSEMBLY.
5.
CONTRACTOR SHALL PROVIDE ANY AND ALL VALVED VENTS AT HIGH POINTS AND OTHER
LOCATIONS AND ANY AND ALL VALVED DRAINS AT LOW POINTS AND OTHER LOCATIONS IN
THE PIPING SYSTEMS THAT ARE NECESSARY TO SUCCESSFULLY HYDROSTATICALLY TEST THE
B
PIPES AND LINES.
6.
PIPE SUPPORTS ARE SHOWN ON M29, S12 AND S13.
7.
FOR CONCRETE PUMP PAD, SEE DETAIL ON SHEET S1 FOR TYPICAL EQUIPMENT PAD
REINFORCING.
SIZE TO PROVIDE 1 /4" °
CLEARANCE BETWEEN e
STEEL CAP AND
PEDESTAL.
a
d
e ° A
x
f=2953FO
�— 1 /8" GALVANIZED STEEL CAP
OVER PUMP PEDESTAL.
e 6"
a SEAL SPACE BETWEEN CAP
AND PEDESTAL WITH A MASTIC
SEALANT.
e°
d e
e .• a •. °
n•
SECTION/1',
SCALE: NTS —
PUMP PEDESTAL CAP
CITY OF RENTON
i° Planning/Building/Public Works Dept
KEY PLAN
CONSTRUCTION RECORD DRAWING NOTICE
7
I
5
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3
These record drawings have been prepared based upon 2
information contained in addenda, change orders, or
other available construction information, and information
provided by the Contractor, and by others. HDR has not
verified the accuracy or completeness of the information
provided to it and does not warrant the accuracy or
completeness of these record drawings. Users of this
information shall be solely responsible to verify any and
all information represented herein prior to any such use
of the information.
MAPLEWOOD
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
PARTIAL PLAN @
RAW WATER MANIFOLD AND LOW LIFT PUMP ROOM
L M N
PROJECT NO.
REVISION NO.
SHT NO.
DWG NO.
OCTOBER, 2003
3-01-358
2
MONEMENNA