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WELL 12 _ -- --- RW TO NEW
III ... R FILTRATION BUILDING. a
REMOVE THE EXISTING METER INSTALL MJ PLUG WITH THRUST BLOCK FOR CONTINUATION r
R �22MECHANICAL PART AND INSTALLSEE CIVIL SHTS. C32 AND C34
M22 A BLIND FLANGE (TYP. 4 PLACES) o
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CHEMICAL FEED ROOM
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REMOVE .FROM :SERVICE
JI SCALE: 1 /4 — 1'-0"
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2 NEW 1/2"—SA PLUS
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PLUS 2 SPARES 4 TOTAL ►�
12 —RW TO NEW
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FILTRATION BUILDING. y
FOR CONTINUATION
18 —BCW FROM NEW EXISTING FLUORIDE AND POLYPHOSPHATE
SEE CIVIL SHTS. C32 AND C34 FILTRATION BUILDING.
FEED ROOM N
FOR CONTINUATION o
SEE CIVIL SHTS. C32 AND C34
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1/2"—SA LINES TO WATER SUPPLY ROOM NOTES:
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0 PROVIDE TIE—IN MANIFOLD, INVERT UP AS SHOWN. ALL FITTINGS TO
BE MJ WITH MEGA —LUGS. CONTRACTOR TO EXPOSE EXISTING PIPING
4 4
AND VERIFY EXISTING DIMENSIONS PRIOR TO CONSTRUCTION OF BCW MAIN.
THRUST BLOCK TO BE REINFORCED GENERAL NOTES F CED WITH #4 GR60 PLACED (4) PLACES.
WRAP LONGITUDINALLY.FITTINGS IN PLASTIC PRIOR TO PLACING CONCRETE
1. CONTRACTOR SHALL CONFORM TO PPE ROUTING & ARRANGEMENT AS CLOSELY AS FOR THRUST BLOCKING.
PASSIBLE. :NOT ALL PIPING,VALVES FITTINGS AND ACCESSORIES ARE SHOWN. PROVIDE ALL
2 PROVIDE_ THRUST BLOCK FULL LENGTH OF MANIFOLD PLUS 3' EACH END, W�
PIPE, VALVES AND ACCESSORIES AS SHOWN ON INSTRUMENTATION DRAWINGS EVEN THOUGH 0 s,
MINIMUM 3 -6 WIDE, COMPACT EXISTING.. GROUND.- TO 85% MAXIMUM DENSITY.
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NOT SHOWN ON THIS DRAWING.
3 PROVIDE MJ SLEEVE WITH O MEGA —LUG A T L TIE—IN POINT OF CONNECTION
0 RA WRAP IN PLASTIC PRIOR TO PLACING i� 2. AS SHOWN N DRAWING M2 ALL MAJOR PROCESS PIPING IN THE FILTRATION BUILDING _ CONCRETE FOR THRUST BLOCKING.
3 3
SHALL BE BLACK STEEL PIPE. DRAWINGS DEPICT FLANGES, HOWEVER, EXCEPT AS NOTED
® CONTRACTOR TO EXPOSE AND VERIFY DIMENSIONS AT EXISTING WELL 12
OTHERWISE BELOW. GROOVED COUPLINGS ARE ACCEPTABLE. IF GROOVED COUPLINGS ARE »
USED, GROOVES SHALL BE CUT, NOT ROLLED, AND MINIMUM PIPE THICKNESS SHALL BE
TIE—IN POINT. DEMOLISH AND CAP 12 PIPE. FROM BUILDING, PERFORM
_ TIE—IN ADJUST ALIGNMENTS IF/ AS _ REQUIRED.
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8
3l. 21
5 DEMOLISH AND REMOVE EXISTING PIPING FOR WELLS 11, 17 AND 10R
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3. ALL .VALVES SHALL BE FULL: FLANGED. N0 GROOVED JOINTS OR -WAFER STYLE VALVES.
AS SHOWN ON DWGS C 12 AND C 13. REFERENCE DEMOLITION AND ELECTRICAL
I
SHALL BE PROVIDED.
DRAWINGS FOR WORK IN THIS AREA.
6 VARY C
- 4. DISASSEMBLY JOINTS OR FLANGE COUPLING ADAPTORS WITH LIMIT RODS MAY BE ADDED EXISTING ELEVATIONS MAY V CONSTRUCTION RECORD DRAWING NOTICE
7 ALL PIPING TO BE FULLY RESTRAIN
WHERE DESIRED- TO FACILITATE PIPING .ASSEMBLY.. RESTRAINED W / .MEGA —LUGS. These record drawings have been prepared based upon
3 O / 9 P P P
information contained in addenda, change orders, or
,i�A IC„ 8 CONNECT NEW 1 2 SA PIPING TO EXISTING 590 AND 565 ZONE SAMPLE LINES other available construction information, and information
;.; v 5. CONTRACTOR SHALL PROVIDE ANY AND ALL VALVED VENTS AT HIGH POINTS AND OTHER 1 � �. �
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AT EXISTING ING SINK IN FLUORIDE AND POLYPHOSPHATE FEED ROOM. ROUTE PIPNG provided by the Contractor, and by others. HDR has not
LOCATIONS AND ANY AND ALL VALVED DRAINS AT LOW POINTS AND OTHER LOCATIONS IN
verified the accuracy completeness of the information
[ I TO WATER SUPPLY ROOM ON INTERIOR WALLS JUST BELOW THE CEILING. THIS WILL y or
THE PIPING SYSTEMS THAT ARE NECESSARY TO SUCCESSFULLY HYDROSTATICALLY TEST THE provided to it and does not warrant the accuracy or
' REQUIRE PENETRATIONS THROUGH 3 CMU WALLS, ROUTING SA LINES AROUND ELECTRICAL
Cn PIPES AND LINES. completeness of these record drawings. Users of this
EQUIPMENT AND THROUGH THE RESTROOM. .
EXISTING BOOSTER PUMP BUILDING KEY PLAN - information shall be solely responsible to verify any and
all information represented herein prior to an such use
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of the information.
SURVEYED. SCALE:
4 "-
E. 1 —1 — 0 ,
tR
DATE.
DESIGNED. AF VERTICAL. NAVD 1988Y OF RENTONOCTOBER, 2003
DRAWN: RB ONE INCH HORIZONTAL: NAD 1983 1991Kennedy/JenksECONOMIC AND ENGINEERING Planning/Building/Public Works Dept.
� � PROJECT N0.
SERVICES, INC. 3-01-358
CHECKED: GPConsultantsMAPLEWOOD
AT FULL SCALE 10900_ NE 4TH STREET SUITE 1110
' 2 RECORD DRAWINGS RB 1 06 GP APPROVED: - WATER TREATMENT AND`GOLF COURSE IMPROVEMENT REVISION No.
o S 2
" 1 CHANGE PER ADDENDA RB 10/03 AF DATUM
32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004
IF NOT N INCH Federal W Washin n 0 ONE Ca, Washington 98001 sHT No.
y PARTIAL PLAN EXISTING BOOSTER BUILDING
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1 ISSUED FOR CONSTRUCTION RB 10/03 AF SCALE ACCORDINGLY - PORTLAND, OR / BELLEvuE, WA / KENNEWICK, WA / oLYMPA, WA
DISTRIBUTION HEADER ROOM
Z - DWG N0.
J N0. REVISION BY DATE APP R M21
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3 21915131AIA.1