HomeMy WebLinkAboutWTR2702953.84A B C D H KL M N 0co P
2 —VC 2 —VC 2 -VC PIPE PENETRATION
PPE PENETRATION SEE ARCH. DETAILS
SEE ARCH. DETAILS
10
cal
1 —NaOCL RETURN
TO DAY TANK
9 1 —NaOCL
9
TRANSFER LINE
/
_ r
s=
2 —NaOCL OVERFLOW
NaOCL TRANSFER �---- ----�
TO HYPOCHLORITE V-791 ;
„_ STORAGE TANKS ,,.--- -----�
1 NaOCL RETURN TO DAY TANK V-793
8 _
1 1 /2 TO EW 741
8
1 1/2"—CARRIER
EXISTING.
TK-751ITK-7521
WATER FROM - WINDOWS
0
565 ZONE DAY TANK DAY TANK
LG751 SIGHT GLASS ,
V-737
0
L-J
T
BFP-79 2
2 1
1 NaOCL
HOSE
SUPPLY I BIBB
LINE
48
„
1 2 POLY BACK-
/ BOARD
SIGHT
GLASS TK-751
F
U
DAY T U
ANK � U
4 -
6 -
„ S GHT GLASS. EX. : FD �
2_ TEE WITH 2 x 1 1/2„ L 51 BUSHING G7
„ „ „
_ _
AND 1 1 2 PW LINE TO EW 741 AND A 2 x 1 �—
/
BUSHING AND 1 PW LINE. TO BFP-782
�1CATCHMENT PAN
M17
3
40
e ,
i V-737 ;
t
U
U
5 -
5
SECTION
N
TAP .FOR... 1 /4 18 NPT PROCESS SCALE: 3 4 — — 0 M17
CONNECTION TO PRESSURE
5
TRANSMITTER (TYP. BOTH TANKS)
NOTES
CATCHMENT PA
N
1 PROVIDE ALL PIPING VALVES AND ACCESSORIES. AS SHOWN ON SHEETS 18
M17
& 19
4
4
I
1 —NaOCL FROM PROVI
DE .CALIBRATION. CHAMBERS WITH SCREWED TOP CLOSURES.
DAY TANK
3 NEW OPENING IN WALL BETWEEN _ HYPOCHLORITE FEED AND WATER
SUPPLY
2 _ NaOCL OVERFLOW
ROOMS.
BACK TO HYPOCHLORITE GENERAL NOTES
STORAGE TANK
S
M
1. CONTRACTOR SHALL CONFORM 10 PIP 4 METERING PUMP SUPPORT SHELF. SEE DETAIL 2 SHT. M17
E ROUTING 8e ARRANGEMENT AS ,
CLOSELY AS POSSIBL
E. NOT ALL PIPING VALVES FITTINGS AND
5 CHEMICAL PIPIN
ACCESSORIES ARE SHOWN. PROVIDE ALL .PIPE VALVES AND ACCESSORIES STORAGE VAULT G CONTAINMENT CONDUIT RUNNING TO HYPOCHLORITE
3 AS SHOWN ON INSTRUMENTATION DRAWINGS EVEN .THOUGH NOT .SHOWN ON LT AND TO FILTRATION BUILDING.
3
THIS DRAWING.
1 2„ —SA 4 TOTAL
)
2. NOT USED.
3 4„NaOCI TOTAL)
U E
2 T
TO NEW TREATMENT MENT BUILDING
3. NOT USED.
SECTION
SCALE: ` 3 4 = —�M`17)-
1 0�4. DISASSEMBLY JOINT
S OR FLANGE COUPLING ADAPTORS WITH :LIMIT RODS
MAY BE ADDED WHER
E DESIRED TO FACILITATE PIPING ASSEMBLY.
CONSTRUCTION RECORD DRAWING NOTICE
3 _
The r 2 se record drawings have .been r
9 prepared -based upon
CONTRACTOR NTRACTO R 2
5. TO ASSURE RIGHT POINT VENTS 8c DRAINS FOR HYDROSTATIC
information contained in addenda change orders or
TEST o
g ,
ES .ARE ADDED.. AS NEEDED DURING CONSTRUCTION.W
� other available construction information and. information
o
provided b the Contractor, and b others. HDR has not
•� 2953F5 P Y � Y
s verified the accuracyf or completeness n p to ess o the information
r vi o ded to �t and does not warrant the accuracy or
P y
completeness of these record drawings. Users of this
P g
information
o oration shall be solely responsible to verify any and
O
all information
a o matron represented herein nor to an .such .use..
o
P P Y
of the information.
of I
SURVEYED:
— SCALE. 3/4 —1 —0, t"RCITY ®F RENTON D E DESIGNED. AF VERTICAL. NAVD 1988 OCTOBER, 2003
Planning/Building/Public Works De t.
E ECONOMIC AND ENGINEERINGP
DRAWN. RB ONE INCH HORIZONTAL. NAD 1983/1991Kennedy/Jenks
PROJECT NO.
�— SERVICES, INC.
CHECKED: GP 3-01-358
MAPLEW
LO AT FULL SCALE
ro CanSultantS(1) OOD
APPROVED: 10900 N E 4TH STREET SUITE 1110
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REvlsloN No.
32001 32nd Ave. S. Suite 100 2
0 2 _RECORD DRAWINGS RB 1 /06' GP DATUM
BELLEVUE WASHINGTON 98004
IF NOT ON INCH
E C _ Federal Wa Washington 98001
1 ISSUED FOR CONSTRUCTION Y� 9
SHT N0.
SS ED 0 CO ST UCTION RB: 10 03 AF PORTLAND OR `BELLEVUE WA KENNEWICK WA Y SECTIONS L N
.. / SCALE ACCORDINGLY / / / oL MPIA, WA ,
W
a
Z
THROUGH HYPOCHLORITE
w N0. REVISION - BY -_DATE. APPR
FEED AND WATER SUPPLY ROOMS DWG No.
J
_M 1 8.1
A B K
L M N W-12C31531AJA
A3 SCANNEL K
a