HomeMy WebLinkAboutWTR2702953.76I
5 G-810
24"x24" SLUICE GATE
EL.79.52'
1 V- U I U
P-401
V— 817
5
CHLORINE
BACKWASH CONTACT
BASIN BASIN
GENERAL NOTES EL.79.52
3 _11 BOTTOM OF THIMBLE 4
q 2 5 _0 4 — 0 1 /2 3 —0 1. CONTRACTOR SHALL CONFORM TO PIPE ROUTING & ARRANGEMENT AS CLOSELY AS
POSSIBLE. NOT ALL PIPING, VALVES, FITTINGS AND ACCESSORIES ARE SHOWN. PROVIDE ALL
PIPE, VALVES AND ACCESSORIES AS SHOWN ON INSTRUMENTATION DRAWINGS EVEN THOUGH
G-811 NOT SHOWN ON THIS DRAWING. 4 —0 3 —0 3 —0 1 —9
24 4"x" SLUICE GATE
2 2400' 2. AS SHOWN ON DRAWING M2 ALL MAJOR PROCESS PIPING IN THE FILTRATION BUILDING
0 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
3 3/8„ .
G-812
3. ALL VALVES SHALL BE FULL FLANGED. NO GROOVED JOINTS OR WAFER STYLE VALVES EL.71 .00
12"0 MANUAL SLUICE GATE SHALL BE PROVIDED. ° BOTTOM OF NIMBLE
^ EL.67.92'
�-
4. DISASSEMBLY JOINTS OR FLANGE COUPLING ADAPTORS WITH LIMIT RODS MAY BE ADDED
WHERE DESIRED TO - FACILITATE PIPING ASSEMBLY.
5. CONTRACTOR SHALL PROVIDE ANY AND ALL VALVED VENTS AT _HIGH POINTS AND OTHER EL.67.43
LOCATIONS AND ANY AND ALL VALVED DRAINS AT LOW POINTS AND OTHER LOCATIONS IN 2
3
2 THE PIPING SYSTEMS THAT ARE NECESSARY TO SUCCESSFULLY HYDROSTATICALLY TEST THE _
T.O. SLAB EL.65.00 _ PIPES AND LINES.
0
SECTION E1
_i SECTION E SCALE: 3/8"= 1'-0" M10
N
o SCALE: 3/8"= 1'-0" M10
o -
0
W
SURVEYED: SCALE:3 8' ' V-0CITY OF RENTON
1 DATE: OCTOBER, 20033.
1
DESIGNED. At- VERTICAL. NAVD 1988 Plannin Buildin Public Works Dept.
ECONOMIC AND ENGINEERING � g/ g/ p
DRAWN: RB ONE INCH HORIZONTAL: NAD 1983/1991 Kennel /Jenks PROJECT NO.
o y SERVICES, INC. 3-01-358
q CHECKED: GP MAPLEWOOD
AT FULL SCALE Consultants 10900 NE 4TH STREET, SUITE 1110 REVISION NO.
Lo 2 RECORD DRAWINGS RB 1 /06 GP APPROVED: WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2
N 10 03 DATUM 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004
g 1 CHANGE PER ADDENDA RB / AF IF NOT ONE INCH Federal Way, Washington 98001 SHT NO.
1 ISSUED FOR CONSTRUCTION RB 0 0 AF SCALE ACCORDINGLY
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA SECTION E AND E1
@ BACKWASH PUMPING AREA DWG NO.
M11
W NO. REVISION BY DATE APPR
J
A B C E F C H I K L M N W 531A1
A