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TYPICAL PPE AND \ �'- MAIN SERVICE SWITCH BOARD
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CONDUIT ENCASEMENT DETAIL
ON DRAWING S1
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EL.82.50
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CHLORINE E TYPICAL PIPE AND 8 —DI (TW)
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CONTACT CONDUIT ENCASEMENT DETAIL
BASIN ON D RAW I N G S 1
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8—HDPE -CARRIER PIPE
_-_ __- SECTION WITf� 3/4—NaOCf(2), 1/2-SA (4) � —�
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V 492A
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AND SA 14 PLUS 2 SPARES A SCALE: 3/8 =1 —o - „(SA#13 # ) �----- -----�
2 —0 2'— 3
CAP SPARES AT 18" ABOVE F.F. -
GENERAL NOTES
V 492B
1. CONTRACTOR SHALL CONFORM TO PIPE ROUTING 8c ARRANGEMENT AS CLOSELY AS POSSIBLE. NOT ALL l
AND ACCESSORIES ARE SHOWN. PROVIDE ALL PIPE - -
PIPING, VALVES, FITTINGS VALVES AND ACCESSORIES AS N ,
SHOWN ON INSTRUMENTATION DRAWINGS EVEN THOUGH NOT SHOWN ON THIS DRAWING.
3 M12
M 10 W 2953EE
-K Y PLAN NORTH E
2. AS SHOWN ON DRAWING M2 ALL MAJOR PROCESS PIPING IN THE FILTRATION BUILDING SHALL BE BLACK 1 �
a
-0 1 -0 2- 0 N HOWEVER, EXCEPT AS NOTED OTHERWISE BELOW GROOVED
STEEL PIPE. DRAWINGS .DEPICT FLANGES. HO ,
Imo" �I COUPLINGS ARE ACCEPTABLE. IF GROOVED COUPLINGS ARE: USED, GROOVES SHALL L BE CUT NOT ROLLED,
3 8 1 0
11
AND MINIMUM PIPE THICKNESS SHALL BE 3/ 8
TRUE NORTH
- _--- ---- -- - - 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 ADD
ED WHERE DESIRED TO
CONSTRUCTION RE
CORD
DRAWING NOTICE
M3
M4 •
These record drewin s have been prepared based upon 9 P P P
ASSEMBLY. Mi3
2
2
FACILITATE PIPING �
h n orders or
1 4 �nformat�on contained in addenda, c a ge ,M
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.- other available construction information, and information
CATIONS AND _ 5. N A VALVED. VENTS AT HIGH POINTS AND OTHER LOCATIONS HDR has not
CONTRACTOR SHALL PROVIDE- ANY AND ALL i 1 ! provided by the Contractor, and by
s I verified the
o ANY AND ALL VALVED DRAINS AT LOW POINTS AND OTHER LOCATIONS IN .THE PIPING SYSTEMS. THAT ARE accuracy or completeness of the information
NECESSARY TO SUCCESSFULLY HYDROSTATICALLY TEST THE PIPES AND LINES.
provided to it and does not warrant the accuracy or
completeness of these record drawings. Users of this
En
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information shall be solely responsible to verify any and
6. ROUTE SA#13 AND SA 14 THROUGH BUILDING TO SAMPLE SINK IN CONTROL all information re resented herein rior to an such use
Ro # N W TR ATMENT B U I �D I N G KEY P LAN P P YE E
of the information.
ROOM.
SURVEYED: „-1,-0,
SCALE 3/8 ;;,
CITY OF RENTON DATE:
o OCTOBER, 2003
DESIGNED. AF VERTICAL: NAVD ` 1988
ECONOMIC AND ENGINEERING — Planning/Building/Public Works Dept.
DRAWN: R ONE INCH HORIZONTAL: NAD 1983 1991 PROJECT No.
D B / Kennedy/Jenks 3-01 -358
o
SERVICES, INC.
MAPLEWOOD
CHECKED. GP Consultants
AT FULL SCALE
10900 N E 4TH STREET, SUITE 1110 REVISION No.
RB 1 06 GP APPROVED: — WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2
PO
2 RECORD DRAWINGS /
32001 32nd Ave. S., Suite 100
n BELLEVU E, WASH! N GTON 98004
0 10 03 � DATUM....
1 CHANGE PER ADDENDA RB / AF n 1 sHT No.
.. IF NOT ONE INCH Federal Way, Washington 9800
PARTIAL PLAN AND SECTION
1 ISSUED FOR CONSTRUCTION RB 10/03 AF SCALE ACCORDINGLY
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA
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GAC FILTRATION AND UTILITY ENTRY AREA DWG No.
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:REVISION BY DATE ` APPR
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NO.
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