HomeMy WebLinkAboutWTR2702953.69A B C E G H I J K M N 0 I P
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M6 M5
MATCHLINE FOR CONTINUATION, SEE DRAWING M3
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z FE-403 FE-402 -1-_ FE-401 FE-40] 1/2"—SA (#1 1)
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PIPE PENETRATION
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TYPE G, SHT. M30
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TYPE G, S HT. M 30
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F PIPE PENETRATION 1 1 /2"—V KEY PLAN NORTH
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MATCHLINE FOR CONTINUATION, SEE DRAWING M 13
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M6 M5
GENERAL NOTES
1 CONTRACTOR SHALL CONFORM TO PIPE_ ROUTING &- ARRANGEMENT AS CLOSELYAS POSSIBLE. NOT ALL 6. PROVIDE FOR DISASSEMBLY OF PIPING AND PIPE SUPPORTS TO ALLOW HORIZONTAL REMOVAL OF A
PIPING, VALVES, FITTINGS AND ACCESSORIES ARE SHOWN. PROVIDE ALL PIPE, VALVES AND ACCESSORIES AS PRESSURE VESSEL WITHOUT THE NEED FOR REMOVAL OF ADJACENT PRESSURE VESSEL AND PIPING. \M 4 M 3
3 SHOWN ON INSTRUMENTATION DRAWINGS EVEN THOUGH NOT SHOWN ON THIS DRAWING. M 14 M ",3
' 3
7. FOR REQUIREMENTS OF GRANULAR. ACTIVATED CARBON (GAC) FILTRATION .SYSTEM SEE. SPECIFICATION SECTION `
2. AS SHOWN ON DRAWING M2 ALL MAJOR PROCESS PIPING IN THE FILTRATION BUILDING SHALL BE BLACK 0 11358.
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,- 8. COORDINATE PRESSURE VESSEL NOZZEL LOCATIONS WITH PIPING PRIOR TO TANK AND PIPE FABRICATION.
AND MINIMUM PIPE THICKNESS SHALL BE 3/8". NEW TREATMENT BUILDING KEY PLAN
9. FOR PIPE SUPPORT RACK DETAILS, SEE DRAWING S12.
3. ALL VALVES SHALL BE FULL FLANGED. NO GROOVED JOINTS OR WAFER STYLE VALVES SHALL BE PROVIDED.
10. COORDINATE PIPE SUPPORT RACK BRACING TO ALLOW ACCESS TO NOZZELS AND FREE MOVEMENT AROUND CONSTRUCTION RECORD DRAWING NOTICE
4. DISASSEMBLY JOINTS OR FLANGE COUPLING ADAPTORS WITH LIMIT RODS MAY BE ADDED WHERE DESIRED TO GREENSAND VESSELS BY OPERATIONS STAFF.
These record drawings have been prepared based upon
3
2 FACILITATE PIPING ASSEMBLY. information contained in addenda, change orders, or 2
other available construction information, and information
5. CONTRACTOR SHALL PROVIDE ANY AND ALL VALVED VENTS AT HIGH POINTS AND OTHER LOCATIONS AND ANY W=2953E6
provided by the Contractor, and by others. HDR has not
AND ALL VALVED DRAINS AT LOW POINTS AND OTHER LOCATIONS IN THE PIPING SYSTEMS THAT ARE verified the 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
information shall be solely responsible to verify any and
all information represented herein prior to any such use
of the information.
SURVEYED: — SCALE: 3/8 1 ' —0'
Llrlm DESIGNED: AF VERTICAL NAVD 1988 .� CITY O F RE NT O N SATE: OCTOBER, 2003
o Planning/Building/Public Works Dept.
ECONOMIC AND ENGINEERING
DRAWN: RB ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/JenksPROJECT No.
SERVICES INC. 3-01-358
CHECKED: GP MAPLEWOOD
AT FULL SCALE Consultants
M 2 RECORD DRAWINGS RB 1 06 GP APPROvrD: 10900 NE 4TH STREET, SUITE 1110 REVISION NO.
/ — WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2
" BELLEVUE, WASHINGTON 98004
1 CHANGE PER ADDENDA RB 10/03 AF DATUM 32001 32nd Ave. S., Suite 100
IF NOT ONE INCH Federal Way, Washington 98001 sHT No.
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1 ISSUED FOR CONSTRUCTION RB 0 O AF SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA PARTIAL PLAN C�
GAC FILTRATION DWG NO.
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