HomeMy WebLinkAboutW-412704N
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4" F_. >:. _. DUCTILE IRON CLASS 52 CEMENT LINED
PIPE WITH COLLAR 18" FROM P.E. AS SUPPLIED BY
PACIFIC WATER WORKS SUPPLY CO INC.
PRIVATE CITY
P'3'-4"
.PING PIPING 12"
LONG T-C
TEE (MJ x FL)
y. GATE VALVE
�. (FL x MS) 2.-4" 1
4'-8"
MAIN
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TITHE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE
DETECTOR AS PART OF THE DOUBLE CHECK VALVE ASSEMBLY.
TOUCH READ PIT LID SENSOR
MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA.
DRILLED HOLE IN COVER.
INSTALL EPDXY NON -SHRINK GROUT
4" DUCTILE IRON CLASS P.E.xP.E. PIPE,
CEMENT LINED, LENGTH TOO FIT.
DEADMAN BLOCK REQUIRED
�- TO BUILDING
l�l CONCRETE BLOCKING �12° ,ALL AROUND 4" GATE VALVE (MJ) WITH INDICATOR POST.
INDICATOR POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE, PAINTED RED.
4" FLANGED COUPLING ADAPTER EQUAL TO
ROMAC.
ALL DETECTOR DCLBLE CFECK VALVE ASSEMBLIES
SIT
ALL NC_JDL dLSI_L\I SLATLU S IT OFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO
VA_VES AND T__ST COCKS AND CAPS. AND RESIIENT SEATED SHUTOFF VALVES.
APPROVED CROSS -CONNECTION CONTRUL
A5 LMBLILS PER D.S.H.S. LATEST APPROVED LIST,
PLAN
TOUCH READ PIT LID SENSOR
L UPRECAST CONCRETE VAULT WITH 2 - Tx3' HINGED
MOUNTED ON STEEL PLATE
STEEL PLATE COVER. DIMENSION 4' 8' x 7'-0' x 7'-0'
COVER THROUGH 2" DIA.
LIT TY VAULT CO. 577-LA OR EQUAL. GALVANIZED
DRILLED HOLE IN COVER.
STEEL LADDER
JIN
S' TT 48"
I. EPDXY
q•_3••
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NON-
NON -SHRINK GROUT
(TY-.)
1J"`t
IjJ'•tt
7'-0"
.. .
2"
I
I-12"
CONCRETE SUPPORT
-
c
PADS OR ADJUSTABLE
PIPE SUPPORTS.
ELEVATION
NOTE:
6" MIN. DRAIN TO
DAYLIGHT OR STORM
DRAIN SYSTEM
INSTALL GALVANIZED LADDER FOR ACCESS.
AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS
COMPACTED FOUNDATION
DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF
GRAVEL
HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST
REPORT TO BE SUBMITTED TO CITY OF RENTON WATER
U-ILITY ENGINEERING. DEP-.
PRIOR TO AC'IVATION OF NEW LINE. INSTALL Y" FLARE
TEST COCKS WIT-4 Y4" FLARE CAPS.
tit Y Ci
+► PUBLIC WORKS 4" DDCV ASSEMBLY WITHOUT STD. PLAN - 360.3
"`•` ' DEPARTMENT STANDPIPE OUTSIDE INSTALLATION
>.,sv MARCH 2O10
4w DDCVA OUTSIDE INSTALLATION
TESTING DETAIL
pop
=4r NEW D.I. WATER LINE
-APPING TEE (MJxFL) VERTICAL CROSS(MJxEL) FOR POLYPIGGING
-d.PFING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
-FIMPORA.RY PI UG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BU1'TOM
AND 2 INCP BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
CONCREE BLOCKING TEMPORARY BLOCK
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0 FINAL CONNECTION DETAIL
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NEW D.I. WATER LINE
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�R ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES: TAPPING .APPING TE S SHALL BE MADE OF CAST IRON DUCTILE IRON DR
EPDXY-CCA-1) STEEL, BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVES SHAL_ BE WATER TESTED BEFORE TAP
2. \C SIZE ON 51 ZE TAPS ON
CAST-IRON WATER LINES. TAP SHALL BE AT
LEAS 2" SMA LE'< DIAM=TER THAN THE EXISTING MAIN.
3. NO
W=T -AP C\ ASBE5-05 CEMENT LINE OR STEEL UNE
4. WT--APPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPE=R TAP OR 5-PERIOR TAPPING INC.
5. CONTRA. -OR SHAL_ PCTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL
A_ GNMEN- Of EXI5TI\G LINE OR STUB .AND SHALL START LAYING THE NEW
U\E AT --E 5AM= -ORI ZCN-AL A\D VERTICAL ALIGNMENT OF THE EXISTING
STV�.
5. C TY PCnC=S WILL=_RFCRM -HE FINAL CONNECTION FROM THE WATER LINE
TO TH -APPING VALV_ WI-- D.I. 5 .EVE AND D.I. SPOOL.
Y
�IG►���+ PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN - 300.1
DEPARTMENT TAPPING TEE & VALVE
ti11llL1'L 2010
TAPPING TEE CONNECTION
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
1111 HED GRADE ELEVATION
/ INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER /
I
( NEW WATER MAIN POLY 1I
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VER-ICA_ CROSS (M. X FL)
ONE HIT\D FLANG= ON TC- OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG 'VJ) ON END OF CROSS
CONCRE-E B_CCKING
ALL _-BRIS A\D POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
• Y'
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PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6
DEPARTMENT WATER MAINS
`B r\,,tV�• biAROli 2010
POLY PIG STATION
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
CCIVFRESS ON -Y-E SUCH AS CLOW MEDALLION: M & H 929, MUELLER
SUPER CENTURION 20C, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH _UGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEA`TLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATI VE
PAINT No. 5780-563 DTV ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED ECJA_. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED B� RENTON =1R=_ DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED 17 REOU RED.
f MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
ac SECTION LENGTH TO FIT. VALVE NUT EXTENSION
EXPANSION JOINT AT AS REQUIRED.
2„-1 - BACK OF SIDEWALK
fCONCRETE SIDEWALK --- RAISED PAVEMENT MARKER TYPE 88-A
OR PLANTING STRIP / STIMSONITE TWO-WAY BLUE REFLECTIVE
36" MIN
COVER �'t CONCRETE BLOCKING
Y
CONCRETE
THRJST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
r •,, 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FI-
2-3/4" COR-TEN STEEL TIE RODS.
16° x 8° x 4" MNINUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE U_ARNC 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UN]FR HY7RAN- POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
' LEVEL ALL GRf.IUND LEVEL ALL GROUND
MMIN 3' RADIUS
IN 3' RADIUS
ONE MAN ROCK'B
6
D
6" CONCRETE PAD 6 CONCRETE PAD
*.
CUT FILL
HYDRANT I OCATION IN CUT OR FILL
Y.
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
,MAT{Oli 2010
FIRE HYDRANT CONNECTION
NTS C6.2 NTS Z.01 NTS C6.2 NTS
CITY
PRIVATE
PIPING
PIPING
1-1/2" AND 2" WATER
SERVICE DETAIL
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F IN UNIMPROVED
CALTION: VALVE BOX SHO'J_D NOT R-ST ON
-ER
(�p� (��) ;i7)
'T
¢ RIGHT-OF-WAY INSTALL METER
BOX AT PROPERTY LINE WITH
Of
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PP-. LA. COM?ACTION IN AREA. OF VALVE BOX
-EE
a
0 12' LONG COPPER TAILPIECE
0
COLLD CAUSE BREAKAGE OF TIE SERVICE.
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9" MIN.
'
12" MAX.
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7 CumL
LEAVE EXPOSED - O
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12"
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
(1 ' ._ --- ,�.
.�
CRUSHED -ROCK
a BASE TO SUPPORT
A
f'1 - �,
VALL T.
DRILL 2" DIA, HOLE FOR
-D-2 RFA7 C-VICE
QUICK -JOINT
COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN
kL 2 1/2" M N. FROM NEAREST
NOTE:
r AND FRCNT EDGE OF PIT LID
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS
-F
THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF
MORE THAN ONE RIB.
TYPICAL RIB
AL LIST FOR 2" SERVICE: ME-=R LOCATED IN PLANTING STRIP
MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP
BEI'N_EN CURB & SIDEWALK
BETWEEN CURB & SIDEWALK
'. 2" tapped :ce, on new wotar mein.
1. 2" lapped tee on new water main.
". 4" la-g X 2" brass nipple with thread- a-ds (MIDI).
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" rest lent soot gate nave with threaded ends, square operating nut,
3. 2' resilient seat gate valve with threaded ends, square operating nut, and
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end vat .:: extension if re W,ed see standard detail 330-1 .
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valve nut extension if required see standard detail 330.1 .
9 ( )
4. Two piece case. iron valve box. Standara 8" lap section with regular
4. Two plece cost iron valve box. Standard 8" top section with regular base
base section, lergt^ to fit, "ug" type cover, 2" brass bushing (MIPT x
section, length to fit, "lug' type cover.
FIPT).
5. 2" X 1-1/2' hex bruse bushing (MIPT x FIPT). 2 each 1-1/2" brass or
b. 2 each 2" browripples 6" length, threaded ends. 2 each
bronze nipples 6" length, threaded ends. 2 each 1-1/T'-90' brass or
2"-90' brass or bronze a bows (FIP- x = P-),
bronze elbows (FIPT x FIPT),
B. 2" (MIPT) x compression fitti-q, Ford C84-66 or equal.
6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal.
,. 2" soft coppe+ tubing type K or brass nipples (MIPT x MIPT), length to
7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length
fit.
to fit.
B. 2" threaded brass 90' ell.
B. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal.
g. 2" Customsetter with b -ass Ford: VBH 86-128-11-77 x 17-3 16"
Y P ( /
9. 1-1 2' Customsetter with b ass Ford: VBH 66-126-11-66 x
I Y-P
), McDonald Brass: 308715WDFF775 or Mueller B-1427-2", with flanged
13-3/16"), McDonald Brass: 3OB612WDFF665 or Mueller B-1427-1 1/2",
c"gle ball valve and padlock wings on inlet, and angle check valve
with flanged angle ball valve and padlock wings on Inlet, and angle check
-_: et, ball valve on bypass with padlock wings. Customsetter shall
valve outlet, ball valve on bypass with padlock wings. Customsetter shall
hove vertical inlet and outlet.
have vertical inlet and outlet.
"U. ROyd meters ,eecer to be supplied and 'nstalled In meter setter
P b P
F Y
10. Rigid meters reader to be supplied and Installed in meter setter b
9 P PP Y
car -actor.
contractor.
1. WaL r e:e• shal be supplied and installed h City of Renton upon
PP Y Y P
11. Water meter shall be supplied and installed b City of Renton upon
PP Y Y P
payment o` of rela-sd water ear fee and satisfactory pressure and
payment of all related water meter fee and satisfactory pressure and
p,;r ty tests.
purity tests.
'2. '7"x3O" Plastic meter box equc is Mld-States Plastics, Inc. BCF Series
12. 17"x3O' Plastic meter box equal to Mid -States Plastics, Inc. BCF Series
MSBCF 1730-18 with 2" thick Ductile !ran diamond plate cover 18"x3l"
MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x3l"
equal to Mic-States 'lost:cs, Inc. MSCBC-1730-R with 2" drilled hole
equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for
for touchreed pit lid, ane meter read lid.
touchread pit lid.
'3. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford 0-14-66
13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford
or equal. The property owner is responsible for any necessary adaptation or
C-14-66 or equal. The property owner is responsible for any necessary
ez.ens. o, of water service.
adaptation or extension of water service.
N 0 T E:
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC
FOUNDARY.
EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH
SIDES OF METER BCX.
n f PUBLIC WORKS
2" WATER SERVICE LOCATED
STD. PLAN - 320.2
`•` ,` DEPARTMENT
IN PLANTING STRIP
MARCH 2U1U
1.5" + 2" WATER SERVICE
A PLAN VIEW A
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
12" MIN,
WATER" CAST INTO IT
18" MAX,
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
-
4 1/4" DIA.
1/8" MIN. THICKNESS
SEE DETAIL
2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
1" STEEL
LENGTH AS REQUIRED
1/8' MIN. THICKNESS
�-
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
SECTION A -A
VALVE OPERATING NUT
EXTENSION
VALVE OPc-RAIION NI EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MCRE THAN THREE (3) FEET BELOW
FIN S-IED GRAD_. EXTENSIONS ARE TO BE A
MINIMIJM 0= ONE (1) FOOT LONG. ONLY ONE
EXTENSION -0 BE USED PER VALVE,
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, S ZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
-0 GARSONITE UTILITY MARKER
VALVE MARKER FCS- TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
3"
38" MIN.
WIDTH
WHITE POST
62"
I�¶ T
. T IN
-IH
24"
VALVE MARKER POST
Y STD. PLAN - 330.1
PUBLIC WORKS VALVE BOX, MARKER & OPERATING
DEPARTMENT NUT EXTENSION
MARCH 2010
WATER VALVE BOX
NTS C6.2 NTS
co erra
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
J coterraengineering.com
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2
REVISION
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11-1/4" BEND 22-1/2' BEND 45' BEND
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR FIRM SILTY SAND
COMPACT SAND
COMPACT SAND &GRAVEL
911*
45' BEND
11 1/4'
90•
45' BEND
11 1/4'
9D'
45' BEND
11 1/4'
FITTING
BEND TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2•
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
1-)
BEND
4'
7.0 42
42
1.7
2.9
2.1
2.1
2.2
1:6
1.6
1.0
6"
13.3 9.4
1 9.4
3.8
6.7
4.7
4.7
1.9 1 5.0
3.5
1 3.5
1.4
6.7
11.7
8.4
8.4
34 l 8.8
6.3
613
2 3
12"
53.0 3Z5
37.5
15.0
26.5
18.8
18.8
7.5 20.0
14.0
1 14.0
5.6
AREAS CALCULA. _D ON 300 PSI TEST PRLSSURE. S-O" MIN. COVER FOR WAIERMAIN LESS THAN 12".
4'-D" MIN. COVER FOR WATERMAIN 12' OR GREATER.
MAX. HEIGI-- ::- IHRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0'
IRUST BLOCK BEARING
TEA REFERS TO THE
ICE DF RLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN, 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. AL_ BLOCKING SHALL BE CONCRETE CL 5 (1-I/2").
5. B-CCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA.
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
Tt ° CONCRETE BLOCKING FOR STD. PLAN - 330.2
PUBLIC WORKS HORIZONTAL AND DOWNWARD
DEPARTMENT VERTICAL BENDS MARCH 2010
r,Ar•.Li;
CONCRETE THRUST BLOCKING
NTS
SURVEYED:
DESIGNED: HS
DRAWN: HS
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL, NAD 1983/1991
DATUM
- 3"
(MIN.)
�71:»illNl�il�y[iPPI
6"MIN.(TYP.)
UNION (TYP,)
TO CITY
METER STACKED METER SECTQN -6" MIN. FREE
BOX=S DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHEC< VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEA--H.
2. THE OWNER/APPLICANT VUS- OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION CF -HE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
]CV AN] ALL NC AND SH N N THIS AN.
A D OW 0 PL
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
NSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
JIILITY CROSS -
CONNECTION CONTROL SPECIALIST, FAX N0. 425-430-7241,
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
n PUBLIC WORKS
�+ ASSEMBLY FOR IRRIGATION OR
DEPARTMENT RESIDENTIAL FIRE SPRINKLER
MARCH 2O10
8 3/41 - 2' DCVA
RECO W DRAW NG
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PREPARED BY
D.R. STRONG CONSULTING ENGINEERS
INC., DATED 12/10/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
+_ CITY OF
RENTON
Planning/Building/Public Works Dept.
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V-412704 R-412717 z
IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
SUNSET OAKS APARTMENTS
SUNSET LANE NE, RENTON, WA
CITY OF RENTON CML DETAILS
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DATE:
10/5/20
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FlELDBOOK:
PAGE:
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DRAWING NO:
C6.2
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SHEET: OF:
17 36