HomeMy WebLinkAboutWTR2702953.81A B C D E r G H f J K LM N 0 P
GENERAL NOTES
LO
N V-345; HATCH 1. CONTRACTOR SHALL CONFORM TO PIPE ROUTING & ARRANGEMENT AS CLOSELY AS 10
~ 4'-8" 6'-6 6'-9 POSSIBLE. NOT ALL PIPING, VALVES, FITTINGS AND ACCESSORIES ARE SHOWN. PROVIDE ALL
N PIPE, VALVES AND ACCESSORIES AS SHOWN ON INSTRUMENTATION DRAWINGS EVEN THOUGH
NOT SHOWN ON THIS DRAWING.
0 2. 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 g
T.O.WALL EL.98.83 N N 3. ALL 'VALVES SHALL BE FULL FLANGED. NO GROOVED JOINTS OR WAFER STYLE VALVES
N 16"—RW SHALL BE PROVIDED.
Cn
El-
4. DISASSEMBLY JOINTS OR FLANGE COUPLING ADAPTORS WITH LIMIT RODS MAY BE ADDED
16"—RWD WHERE DESIRED TO FACILITATE PIPING ASSEMBLY.
PER—V-35B.O.P.EL.96.00'�-- 5. CONTRACTOR SHALL PROVIDE ANY AND ALL VALVED VENTS AT HIGH POINTS AND OTHER
3
- N -- d- �t -- -- - -� LOCATIONS AND ANY AND ALL VALVED DRAINS AT LOW POINTS AND OTHER LOCATIONS IN
A�, V-217C V-219C � P-302 A THE PIPING SYSTEMS THAT ARE NECESSARY TO SUCCESSFULLY HYDROSTATICALLY TEST THE
�— - — -� �-------� S 8
8 � J PIPES AND LINES.
10"—CCD B.O.P. EL.93.00' V-352
TO STORM DRAIN o - ---�� �--------�
----� O
-210� —35
LL-
V-217B V-357
PIPE PENETRATION
7 TYPE K, SHT. M30 PS 10 7
Psi 0
IQ EL.87.83'
F. F EL.87.00' j
ACCESS �-- — —�
HATCH
V-333 -
_ PS9 PS 10
PIPE PENETRATION PSg - —�' I 1'-7 1 /2>,
TYPE K, SHT. M30 V 210B
6 T.O.WALL EL.98.8. 6
,' �EL.84•50,
N N N
E = 84.00 Cn � U
INSTALL INTRUSION AND INSECT a 1 1 /2„—V
SCREENS.SEE CIVIL DWGS. FOR
6„— RW
DETAILS. � �
F.O.PIPE 82.50' ;V-219 — PIPE PENETRATION
- - 16 —RW TYPE G, SHT. M30
RIM=80.50'-----�
B.O.P. EL.96.00
,, V-332
12 —OF CHLORINE CONTACT CHAMBER) - -- —�
VE 331
5 INSTALL INTRUSION SCREEN. SEE CIVIL ;�V-3, 1 5
OVERFLOW DWGS. FOR DETAILS.-� 6"-RW
AIR GAP
STRUCTURE-
V-334
V-335
CHLORINE CONTACT CHAMBER
PI PI - _ ;
OWN FOR CLARITY V - 336 J
331E 31 NOT SHOWN
NOT VISIBLE
4
4
Psi 0 PS9
DG-331
F.F EL.87.00'
I I
FOR STRUCTURE DETAILS
SEE CIVIL DRAWINGS —
P 331
MAX. WATER
EL.84.00
3
3
T.O. SL
AB EL.67.00
(NOMINAL)
)
T.O. SLAB EL.64.00 SECTION K
- SCALE. 3/16 —1 o M14 CONSTRUCTION RECORD DRAWING NOTICE
These record drawings have been prepared based upon
9 P P2
2 information contained in addenda change orders or
other available construction information, and information
provided by the Contractor, and by others. HDR has not
o verified the accuracy or completeness of the information
L. -
provided to it and does not warrant the accuracy or
W=2953F2
SECTION' J completeness of these record drawings. Users of this
3 =1-0 „ information shall be solely responsible to verify any and
SCALE
o : 3/8 M14
o all information represented herein prior to any such use
0
of the information.
0
w
SURVEYED: — SCALE: 3/8"-1 ' —0'
3 1 CITY OF RENTON DATE: 1
DESIGNED: AF VERTICAL: NAVD 1988 ocTOBER, 2003
o Plannin Buildin Public Works Dept.
ECONOMIC AND ENGINEERING g/ g/ P
DRAWN: RB ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT No.
SERVICES INC. _3-01-358
M CHECKED: GP Consultants MAPLEWOOD
AT FULL SCALE
" 2 RECORD DRAWINGS RB 1 06 GP APPROVED: — 10900 NE 4TH STREET, SUITE 1110 REVISION No.
" / WATER TREATMENT AND GOLF COURSE. IMPROVEMENTS 2
32001 32nd Ave. S., Suite 100
" 1 CHANGE PER ADDENDA RB 10/03 AF DATUM BELLEVUE, WASHINGTON 98004
IF NOT ONE INCH Federal Way, Washington 98001 SHT No.
CL 1 ISSUED FOR CONSTRUCTION RB 10/01 AF SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA SECTIONS J AND K
w _
Z
w
DWG NO. _
T APPR M 1 G
N0.. REVISION BY DATE
A B C D E F G H I J K L M N —
06 SCANNEDACT � A