HomeMy WebLinkAboutWTR2702953.80A B C D E F G H I J K L M N 0 P
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GENERAL NOTES
N 1. CONTRACTOR SHALL CONFORM TO PIPE ROUTING & ARRANGEMENT AS CLOSELY AS 10
POSSIBLE. NOT ALL PIPING, VALVES, FITTINGS AND ACCESSORIES ARE SHOWN. PROVIDE ALL
V-353 V-352 PIPE, VALVES AND ACCESSORIES AS SHOWN ON INSTRUMENTATION DRAWINGS EVEN THOUGH
Li -�I� NOT SHOWN ON THIS DRAWING.
I-- /
�2. AS SHOWN ON DRAWING M2 ALL MAJOR PROCESS PIPING IN THE FILTRATION BUILDING
T.O.WALL EL.98.83 SHALL BE BLACK STEEL PIPE. DRAWINGS DEPICT FLANGES. HOWEVER, EXCEPT AS NOTED
OTHERWISE BELOW GROOVED COUPLINGS ARE ACCEPTABLE. IF GROOVED COUPLINGS ARE
V-351
- -16 -RWD USED, GROOVES SHALL BE CUT, NOT ROLLED, AND MINIMUM PIPE THICKNESS SHALL BE
V-354 3/8»
V-356
,o -� ( 3. ALL VALVES SHALL BE FULL FLANGED. NO GROOVED JOINTS OR WAFER STYLE VALVES
S V-358 SHALL BE PROVIDED.
� � �------� 8o PS3 PS3
-�
\ -346 P-301 P-302 cn 4. DISASSEMBLY JOINTS OR FLANGE COUPLING ADAPTORS WITH LIMIT RODS MAY BE ADDED
�- -- � (NOT SHOWN FOR CLARITY) WHERE DESIRED.. TO FACILITATE PIPING ASSEMBLY.
10"—CCD B.O.P. EL.93.00' J� '�,N �I ��
TO STORM DRAIN 2 DIA. 5 DIA. 5. CONTRACTOR SHALL PROVIDE ANY AND ALL VALVED VENTS AT HIGH POINTS AND OTHER
y- P-303 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
8 O (FUTURE) PIPES AND LINES. 8
—� —�
FE-311 _
V-359 COVER PLATE
F.F. EL.87.00'
O
7 I PS9 PS10 PSI-1 /----
PS9 1/2"—SA (#12) V-357 V-355
1
.v
O 1 2
SECTION
/-1-08 SCALE: 3 M 14
6 6
3
E .7 L. 79 _
18"-BCW I.E.79.00'
THRUST BLOCK
TO EXISTING BUILDING Cn Cn c
EL.78.42 BOOSTER PUMP STATION a_ a_
6 FOR CONT. SEE DWG. C34
b r.
16"-RWD T.O.WALL EL.98.83 7
4 00
o F
_... _... _ ._-_ .. _..
5 5 .�
+ _ WELL 12
NOTES:
(SHOWN)
10 INSTALL MJ COMPACT SLEEVE W/MEGA-LUGS(EBAA IRON SERIES 1100-DI PIPE,
-� V-219A 1x
MINIMUM(2) PLACES AS SHOWN. V-332 ;�V-331�; 16"-RW RAW WATER
MANIFOLD r
2 WRAP ALL TYPE DI PIPE AND FITTINGS IN 8 MIL POLY MINIMUM PER AWWA C105 A21.5 CHAIN V-333 2 DIA. 5 DIA. c
OPERATOR -�
REQUIRED RFI 41 CHAIN - 10"-CCD
3o INSTALL 90 ELBOW MJ W/MEGA-LUG OPERATOR REQUIRED ,
4 �------� B.O.P. EL.93.00 4
4 NOT USED PI DG-331 V-219C 5 TO STORM DRAIN
331 B ,
6 UNLESS NOTED OTHERWISE WALL PENETRATION TO BE TYPE J PER SHEET M30. PI 4 -0
31
O UNLESS NOTED OTHERWISE, SLAB ON GRADE FLOOR PENETRATION TO BE TYPE PER RFI 50 V-335 �/ FE 219
. ,
(K) ON SHEET M30 (TYP.) /- -- --�
V-21 g_J PS10 i P S 6
® FOR CLARITY, PUMP P-301 NOT SHOWN. ,V -33 V-334 NOT SHOWN FOR CLARITY PS5 �- N
F. F. EL.87.00' 3
PS10 PS10
P-331 V-219B 0,-6>,
--- - 6
THRUST BLOCK
' 2 O
CONSTRUCTION RECORD DRAWING NOTICE n
These record drawings have been prepared based upon 2
23F
; information contained in addenda, change orders, or 3 6 1
M(.0
other available construction information, and information SECTI®N H f
provided by the Contractor, and by others. HDR has not
s verified the accuracy or completeness of the information SCALE: 3/8"=1'-0 13,M14 0
provided to it and does not warrant the accuracy or EL.79.50
completeness of these record drawings. Users of this 12 —RW I.E.79.00
information shall be solely responsible to verify any and
all information represented herein prior to any such use FROM EXISTING WELLS /
W
Ir
of the information. FOR CONT. SEE DWG. C33 EL.78.42
" SURVEYED: - SCALE: 3/8=1 ' ' -0
3 CITY OF RENTON DATE.
o - OCTOBER, 2003
DESIGNED: AF VERTICAL: NAVD 1988
ECONOMIC AND ENGINEERING Planning/Building/Public works Dept.
DRAWN: RB ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT NO. 3-01-358
M SERVICES INC.
CHECKED: GP CC�nSUitantS MAPLEWOOD
LO AT FULL SCALE _ 10900 NE 4TH STREET, SUITE 1110 REVISION NO.
2 RECORD DRAWINGS RB 1 /06 GP APPROVED: — WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
IN —1 CHANGE PER ADDENDA -RB 10/03 AF DATUM
32001 32nd Ave: S:, Suite 100 BELLEVUE, WASHINGTON 98004 2
a IF NOT ONE INCH Federal Way, Washington 98001 SHT NO.
w
1 ISSUED FOR CONSTRUCTION RB 0 0 AF SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA SECTIONS G AND H
z DWG NO. M 15
NO. REVISION BY DATE APPR
A B C —
W 2953AA