HomeMy WebLinkAboutWTR2702953.82A BI C D E F 1 G 1 H I J K LI M N 0 P
co FLUORIDE STORAGE AREA R STOP GATE NOTES
EW 741 AND �--------�
HOSE BIBB L V-791 O1 NEW OPENING IN WALL BETWEEN HYPOCHLORITE FEED AND WATER
PIPE PENETRATION TO SPRINKLER SYSTEM--------� SUPPLY ROOMS. PIPE PENETRATION — TYPE X1 , SHT. M30
N TYPE X1, SHT. M30 IN FLUORIDE STORAGE M24 DAY TANK DAY TANK M18 �V-793�' 10
AREA TK-751Lj TK-752 �--- ----
CV � 2 CARRIER WATER AND HYPOCHLORITE TRANSFER PUMP DISCHARGE
_ _ O
PIPING TO, AND BREAKPOINT AND RECHLORINATION SOLUTION AND
i— c it,
W H �
DAY TANK OVERFLOW PIPING FROM THE HYPOCHLORITE FEED ROOM.
S --- —
M24 M24 EYEWASH/ O3 ROUTE NEW RECHLORINATION PIPING TO EXISTING CHLORINATION
1 —NaOCL SAFETY SHOWER N PIPING AND CONNECT WHERE SHOWN.
TRANSFER LINE --� FEW-741
9 5 I -I— 1-{-- I (D O4 PROVIDE FIRE SPRINKLER RISER AND SPRINKLER SYSTEM FOR 9
SA LINES FROM 1 "—NaOCL RETURN - I I FLUORIDE STORAGE AREA PER SPEC. 15330. SEE FLUORIDE
565 AND 590 ZONES TO DAY TANK 1 z
SEE DWG. M21 O _ STORAGE AREA DRAWINGS, G03(19g102) AND P01(70g102), IN
WATER SUPPLY Q APPENDIX H AND THE ORIGINAL BOOSTER STATION DRAWINGS.
1 ROOM O ® 1 "—NaOCL OVERFLOW
_ TO PAN 5 EXISTING CHLORINATION WATER SUPPLY PRV AND BACKFLOW
0
N N LLJ PREVENTER. MAINTAIN FOR USE BY NEW CARRIER WATER SYSTEM.
M l FIRE SPRINKLER M18 w AND EXISTING BUILDING WATER SUPPLY.
('__M 1 B RISER EX. FD Cn
8 M18 1/2"— M18 I 6 NOT USED 8
/ z O
3 HYPOCHLORITE FEED ROOM 0
1 1/2"-CARRIER o � —
4 �� O7 NOT USED
WATER FROM 565 ZONE 1 Q
HYPOCHLORITE METERING PUMPS 8 METERING PUMP SUPPORT SHELF. SEE DETAIL 2.
8 O
12 Z
—
n� Fin— in- �� �� DELETE BFP 792 9 CHEMICAL PIPING CONTAINMENT CONDUIT RUNNING TO
13 z o
Ift—MOVE V794, V795 HYPOCHLORITE STORAGE VAULT. SAW CUT CONCRETE SIDEWALL
7 PIPE PENETRATION AND HOSE BIBB U AND PAVED ACCESS. RESTORE WITH LIKE MATERIAL TO EXISTING
TYPE X1 , SHT. M30 RFI 134 GRADES AND APPEARANCE.
-om_ I �
MP-754 MP-753 MP-752 MP-751 O 10 ROUTE 1/" TREATED WATER SAMPLE LINES (4 TOTAL) FROM
O
�j EXISTING TERMINATION ABOVE SINK IN FLUORIDE AND
R 2 L z POLYPHOSPHATE FEED ROOM. .SEE DRAWING M21.
o
M24 M18 _ 11 ROUTE TO NEW FILTRATION BUILDING AS SHOWN ON CIVIL
U DRAWINGS.
6 Q
TRAANSFERFER LINE PLUS SPARE (2 TOTAL) g 6
12 1 N 12 UTILITY VAULT 3020—LAW GALVANIZED DIAMOND PLATE COVER.
� O
' 13 CUT PLATE TO ALLOW FOR PIPING ENTERING VAULT.
14 3/4»-NaOCL TO ALL ITEMS TO COATED COMPLETE PRIOR TO INSTALLATION. COAT
NEW FILTRATION O aO
�
E 2 -NaOCL OVERFLOW ING SYSTEM 6, PER 09960.2.02.
POC 18 O N) BUILDING PLUS SPARE BACK TO HYPOCHLORITE
5 ( 2 : TOTAL STORAGE TANKS PLUS SPARE (2 TOTAL) - GENERAL NOTES: 5
v
6"x 4" REDUCER —�` • 1/2"-SA (SA #13)PLUS SPARE, (#14) PLUS SPARE (4 TOTAL) (4) 1„ 0 DRAIN HOLES 1. CONTRACTOR SHALL CONFORM TO PIPE ROUTING & ARRANGEMENT AS
MJ W MEGALUGS 1 ® EQ SPACED CLOSELY AS POSSIBLE. NOT ALL PIPING, VALVES, FITTINGS AND
_.0 BUILDING WATER. ACCESSORIES ARE SHOWN. PROVIDE ALL PIPE, VALVES AND ACCESSORIES
SUPPLY -SEE M27
3 AS SHOWN ON INSTRUMENTATION DRAWINGS EVEN THOUGH NOT SHOWN ON
THIS DRAWING
FOR CONTINUATION, SEE CIVIL DRAWING C32 38 NOT USED.
BENT P 316 SS ( 2.
CI]( )
4 N 5 8 Ox0 —5 4
TOS PLATE �
/ 3. NOT .:USED.
EXP BOLT
EL 2 —6 � � � � N @ 12„ O.C. 4. DISASSEMBLY JOINTS OR FLANGE COUPLING ADAPTORS WITH LIMIT RODS
MAY BE ADDED WHERE DESIRED TO FACILITATE PIPING ASSEMBLY.
AS NEEDED TO FIT AROUND
DAY TANKS WITH SPACE
5. CONTRACTOR SHALL PROVIDE ANY AND ALL VALVED VENTS AT HIGH POINTS
AND OTHER 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 PIPES AND LINES.
�1
3 3
H21
L2x2x[114] (316 SS)
6 � 6 x6 SS STOP GATE, W=2953F3
_�—
WATERMAN OR EQUAL5 8 . C I ] Ox0 -5
EXP BOLT
CONTAINMENT PAN CONSTRUCTION RECORD DRAWING NOTICE
A These record drawings have been prepared based upon
3 2 [ 1) 9 P P P 2
✓I DE DETAIL 1 PUMP SHELF information contained in addenda, chap e orders, or
9
/M17 SCALE: NONE other available construction information, and information
provided by the Contractor, and by others. HDR has not
0 11 m T verified the accuracy or completeness of the information
L DE 1 AIL 2 0 1 —0 2'-0"
Y P
FABRICATE CONTAINMENT PAN provided to it and does not warrant the accuracy or
7 SCALE: NONE
N p FROM 3/16" THK 316 SS. - completeness of these record drawings. Users of this
o EXISTING BUILDING K E I PLAN 3/q„-1'-0" information shall be solely responsible to verify any and
0
SEE NOTE 14 -SEE NOTE 14 all information represented herein prior to any such use
o O of the information.
W
SURVEYED: SCALE: 3 4 1 , _0,
3 •= CITY OF RENTON DATE:
1 DESIGNED: AF VERTICAL: NAVD 1988 OCTOBER, 2003
ONE INCH ECONOMIC AND ENGINEERING — Planning/Building/Public Works Dept.
DRAWN: RB HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT No.
d SERVICES, INC. 3-01-358
CHECKED: GP Consultants MAPLEWOOD
M 2 RECORD DRAWINGS RB 1 /06 GP APPROVED: - AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 REVISION No.
(E
32001 32nd Ave. S., Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2
1 CHANGE PER ADDENDA RB 10/03 Ai— DATUM BELLEVUE, WASHINGTON 98004
a IF NOT ONE. INCH Federal. Way, Washington 98001 r SHT No.
w
1 ISSUED FOR CONSTRUCTION RB 0 0 AF IF
ACCORDINGLY POR iLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA PARTIAL PLAN
HYPOCHLORITE FEED AND WATER SUPPLY ROOMS DWG N0. REVISION BY DATE APPR M 1 7
No.
Z
A B _ C D E F G H I J K L M N W 2953�1�1
—
- h' SCANNED "IC? 2 7 1rr