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FINISHED GRACE 9"TO 12"
24" TO 30"
2.2
LOOP DOWN TO CENTERLINE OF WATER WAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
MATERIALS
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TUBING
ri METER SETTER
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S E . METER BOX
COUPLER AND PLUG
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2 AT PROPERTY LINE SMITH
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PIPING PIPING
SIDEWALK
2r TO AOii
1" BALL CORPORATION STOP WITH BALL VALVE, ANIUWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,
FORD FBi0D0-4-Q-NLOR A.Y- MCDONALD 74701BQ
1"TYPE "K" 50 FT CC PPER TURING
1" SETTEA, QUICK JOINT INLET AN OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK
VALVE ON OUTLET, FORD VBH74-15W-44-4R-0-N L, A.Y. MCDONALD 721-415W COCI 44, 0R WUELLfR
8-24702-GAN, INSTALL CENTEREUAND SQUAREDIN METER BOX, PROVIDEADAPTERSFOR S/E"x3/4" METERS
A M I WATER METER WITH RADI0AND BATTERY UNIT, TO BE PROVIDED BS'THE CITY
METER BOX, ARMORCA5TAfi00194GPCX18, WITH METER BOX LI D, ARMORCA5T A150019159RCI-H7, TO READ
`RENTON WATE R"
COUPLER (PACK J0414Tx PAC K 10 INT). FORD C4#49-Q-NL.IA'ITH I"EALVANIZED PLUG IF SERVICE LINE TO
PROPERTY IS TO BE INSTALLED IN THE FUTURL
114" WASHED GRAVEL
-0 PUBLIC WORKS
DEPARTMENT
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811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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STD. PLAN — 320A
dPFR4h'c0:
=,kk r ..,ar DAN
NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BA SSA NO MUL TI=FA MIL Y
METERED BACKFLOW ASSEMBLY
(TO BE OBTAINED FROM CITY)
(1) 21z" CONTROL VALVE
(1) CONSTRUCTION METER
(1) RPBA
METER SUPPORT (BY CONTRACTOR)
NSF 61 SUPPLY HOSE
HYDRANT ON EXISTING WATER MAIN
TEMPORARY BLOW —OFF ASSEMBLY
(1) 2" GALVANIZED PIPE
(1) 2" 90- BEND
(1) 2" GATE VALVE
II POLYPIG
POLYPIG STATION
(1) VERTICAL CROSS (MJxFL), SIZE TO MATCH WATER MAIN
(1) BLIND FLANGE WITH 2" TAP ON TOP OF CROSS
(1) TEMPORARY BLOW —OFF ASSEMBLY
(1) BLIND FLANGE ON BOTTOM OF CROSS
(1) PLUG (MJ) ON END OF CROSS WITH TEMPORARY THRUST BLOCKING
NOTES:
1. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECTED DURING HYDROSTATIC PRESSURE TESTING OF THE
NEW WATER MAIN.
2. POLYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEW
WATER MAIN.
3. UPON REMOVAL OF POLYPIG, REMOVE TEMPORARY BLOW —OFF ASSEMBLY AND INSTALL 2" PLUG.
4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW WATER MAIN IS POLYPIGGED, DISINFECTED
AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED.
5. THE INTERIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5-6%AVAILABLE
CHLORINE SOLUTION.
STD. PLAN - 300.7
} PUBLIC WORKS APPROVED:
DEPARTMENT POLYPIGGING NEW WATER MAINS r
�"""� 6/28/2(
Manor Pastucha DATE
Public Works Administrator
NOTES:
1. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT.
2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA.
3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT.
O
HYDRANT
OB
TEE
OC
VALVE
O
VALVE BOX
OE
PIPE
OF
JOINT RESTRAINT
GO
GRAVEL
O
CONCRETE BLOCK
OI
BLOCKING
O
SHEAR BLOCK
O
PAVEMENT MARKER
COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 Y4" MVO,
1 Y4" PENTAGON OPERATING NUT, TWO (2) 2 Y2" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE
EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY.
MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET
6" GATE VALVE (FLxMJ)
VALVE BOX AND LID PER STD PLAN 330.7
CLASS 52 DI, LENGTH TO FIT
MECHANICALJOINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3/4" CORTEN STEEL TIE RODS
1 Y" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING
AROUND TOP AND SIDES OF GRAVEL
MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE
CONCRETE BLOCKING PER STD PLAN 330.1
4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2
BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3
STD. PLAN - 310.1
• + PUBLIC WORKS APPROVED:
DEPARTMENT FIRE HYDRANT ASSEMBLY 6/28/2023
Martin Pastucha DATE
Public Works Ad—ist —,
W-417605
R-417612
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Michael Sippo 10/07/2024 '
WATER UTILITY
ABDOUL GAFOUR 10/07/2024
D.R. STRONG
1
2
CITY COMMENTS O4.16.21
CITY COMMENTS 7.3.24
YLP
YLP
05.24.24
08.23.24
YLP
YLP
SURVEYED:
DEC
SCALE:
HORIZONTAL: NAD 1983/1991
VERTICAL: NAVD 83/1 C T Y 0
BASSANO MULTI -FAMILY
DATE:
11.20.20
DESIGNED
AS NOTED
R
STANDARD WATER DETAILS AND NOTES
FIELDBOOK:
CONSULTING ENGINEERS
3
CITY COMMENTS 9.10.24
YLP
09.19.24
YLP
R E N T O N
PAGE:
DRAWN:
ENGINEERS PLANNERS SURVEYORS
GLB
ONE INCH DATUM V439'
DRAWING NO:
CHECKED:
AT FULL SCALE Planning/Building/Public Buildingl Public Works Dept.
y/ y/ p
117 WELLS AVENUE S
C 12
620-7thAVENUE K/RKLAND, WA98033
I
IF NOT ONE INCH
0425.8273063F425.827.2423
N0.
REVISION
BY
DATE
APPR
I APPROVE:
SCALE ACCORDINGLY
RENTON, WASHINGTON 98057
SHEET: OF:n—
YLPQ
1"
p
141m,
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DRS PROJECT NO. 20070