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WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CTTYOF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT J APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIORTO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-BOD-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
CATALOG CUTS FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITYOF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151ANDC
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C1101A21.10,82, ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH S-MIL BLACK, TUBE -TYPE,
POLYEMYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURE R'SSPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILLSHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTORTEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS, ALL PIPE ZONE COMPACTION SHALLBE95 MDD,
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CRY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
9. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED ATA STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE 514ALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURRYTESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CRY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION, THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALLMATERIALS REQUIRED FOR THE CITYOF RENTON TO PERFORM THE CONNECTION TOTHE EXISTING WATERSYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
STD. PLAN - 300.0
PUBLIC WORKS WATER PLAN 13ENERAL NOTCM
i DEPARTMENT
MARCH 2O10
TESTING CONNECTION
POLYPIG STATION PER STD PLAN 300.7 -
(1) VERTICAL CROSS (MJxFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING
10+
EXISTING WATER MAIN j��% j/. eI
TEMPORARY BLOCKING
EXISTING TEE, CAP, PLUG, OR DEAD END LINE,
DO NOT DISTURB BLOCKING
FINAL CONNECTION
III NEW DI WATER MAIN
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
(1) DI SPOOL
(1) LONG BODY DI SLEEVE (MJ)
NEW DI WATER MAIN
NOTES:
1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS
SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION
STANDARDS
2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH
SAME OUTSIDE DIAMETER
3. LONG BARREL COUPLING FOR CONNECTION FROM DI TO Cl PIPE WITH DIFFERENT O.D. AND
FROM DI TO AC OR TO STEEL PIPE
PUBLIC WORKS CONNECTION TO WATER MAIN
DEPARTMENT EXISTING TEE OR END LINE CAP
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
ENGINEER-S L L C
®CONSULTING
33400 8th Avenue South
I ® I
Suite 205
Federal Way, WA 98003
www.esmcivil.com
FEDERAL WAY (253) 638-6113
EVERETT (425) 297-9900
Civil Engineering Land Surveying
Land Planning
Public Works I Project Management
I Landscape Architecture
ESM JOB # 1938-001-016
z Z.
J J I
�. IN UNIMPROVED ROW, �!
w INSTALL METER BOX w CITY PRIVATE
p AT PROPERTY LINE WITH p
1" COPPER TAILPIECE d PIPING PIPING
) SIDEWALK
FINISHED GRADE 9" TO 12"
�12"�
24" TO 30" i 21" TO 30"
A � G
MAIN - - - ---` B L(D B--
I
LOOP DOWN TO CENTERLINE OF WATER MAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
MATERIALS
CORPORATION STOP 1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,
FORD FB100"-Q-NL OR A.Y. MCDONALD 74701BQ
B '• TUBING 1" TYPE'IK" SOFT COPPER TUBING
1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLETANGLE BALL VALVE, SINGLE CHECK
O METER SETTER VALVE ON OUTLET, FORD VBH74-15W-44-44-Q-NL, A.Y. MCDONALD 722-415WCQQ44, OR MUELLER
B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS
WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY
METE BOX, ARMORCAST A 1 4 P 1 I E BOX LI ❑ ARMORCASTA 1 I-H READ
�� METER BOX R O RMO CAST 600 9 6 CIS 8, WITH ME'I` R O500 969RC 7, TO
"RENTON WATER"
F ; COUPLER AND PLUG COUPLER (PACK JOINTx PACK JOINT), FORD C4N-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO
PROPERTY IS TO BE INSTALLED IN THE FUTURE
GRAVEL 1 Y`4" WASHED GRAVEL
STD. PLAN - 320.1
PUBLIC WORKS ,E APPROVED.
DEPARTMENT V WATER SERVICE I� }
INSTALLED BY CITY FORCES W81202
G"° " °""w DATE
Pugk Wnb..DMMAxa�
METERED BACKFLOW ASSEMBLY
(TO BE OBTAINED FROM CITY)
(1) 21i" CONTROL VALVE
(1) CONSTRUCTION METER
(1) RPBA
METER SU{{PPORT (BY CONTRACTOR)
i1
HYDRANT ON EXISTING WATER MAIN
0
a s Q -I
N5F 61 SUPPLY HOSE TEMPORARY BLOW -OFF ASSEMBLY
(1) 2" GALVANIZED PIPE
(1) 2" 90° BEND
(1) 2" GATE VALVE
i
NEW DI WATER MAIN POLYPIG i`� f
- TEMPORARY BLOCKING
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 (MI) 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 CRO55 VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEW
WATER MAIN.
3. UPON REMOVAL OF POLYPIG, REMOVE TEMPORARY BLOW -OFF ASSEMBLY AND INSTALL 211 PLUG.
4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER MEW WATER MAIN 15 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:
19 DEPARTMENT POLYPIGGING NEW WATER MAINS
sr�a�zaz
AM1
DATE
RRIk Wwb AYnx�
90' BEND
45' BEND
" C
CAP / PLUG
TEE
B 4 6
22 �/2° BEND
1114' BEND
MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL (SF)PIPE w
SIZE
PRESSURE
LJ
l
4„
2D6
2/(1)
1/(NONE)
1ANONE]
NONE
NONE
300
31(2)
2/(2)
21(1)
1/M
NONE
6„
2DO
4/(3)
3/(2)
31(1)
1/(1) 1/(NONE)
3DO
61(4)
41(3)
31(2)
2/(1) 1/(NONE)
811
2DO
7/(5)
5/(3)
4f(3)
2/(2)
1/(1)
3DO
11/(8)
8/A5)
6/(4)
3/(2)
2/(1)
10„
2DO
11/0)
BA6)
61{41
3/(2)
2f(1)
275
2D0
16f(11y
16f(11)
11/(7)
11/(8)
9/(6)
5/(3y
3/(2)
3/(2)
12'
91061
51(3)
250
24/(16)
17/(11)
13/(9)
7/{5y
4f(3)
14„
2D0
2V(13)
16/(T1)
12/(8)
6/(4)
3/(2)
250
33 22)
23/(16)
18/(12)
9/(6)
5/(3)
16'
200
29/(19)
211(14)
16/(11) 8/0)
5/(3)
225
32/(21)
23116)
17f(12} 9f{6)
5f(3}
18"
200
36/(24)
261(17)
201(13)
10/(7)
S/(4)
2D"
200
45/(29)
321(21)
241(16)
13/(8)
7/(4)
24"
2DO
641(43)
46/(30)
35/(23)
9/(6)
18/(12)
' VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,D00) PSF
SOIL TYPE
SAFE BEARING LOAD (PSF)
MUCK OR PEAT
0
SOFT CLAY
1,0D0
SAND
2,000
SAND AND GRAVEL
3,000
CEMENTED WITH CLAY
4,000
HARD SHALE
10,000
NOTES:
1. MINIMUM BEARING AREA MU5T BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS.
2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING.
3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING.
4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING
JOINT.
5. CONTRACTOR 5HALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATICTEST PRESSURE AS WELL ASTO CONTINUOUSLY
WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE
6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
7, IN MUCK OR PEAT, ALLTHRU5T5 SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE
REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST.
8, CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
PUBLIC WORKS CONCRETE BLOCKING
DEPARTMENT FOR HORIZONTAL FITTINGS
rL_/-SIN
TO CITY
METER STACKED METER SECTION\_6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK 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 HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, 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
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
l PUBLIC WORKS 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2O10
VALVE BOX AND LID
SECTION A -A
E
VALVE OPERATING NUT EXTENSION
2"SQUARE
OPERATING NUT
41'4" DIAMETER
MAIN CE fg' MIN THICKNESS
MATERIALS
TWO-PIECE VALVE BOX WITH REGULAR
BASE SECTION TO FIT AND STANDARD 8"
�. VALVE 80X
TOP SECTION, OLYMPIC FOUNDRY INC
940 OR RICH 9045 (NON -LOCKING)
COVER TO MATCH VALVE BOX
MANUFACTURER, TO READ "WATER",
b VALVE BOX LID
WITH EARS IN DIRECTION OF WATER
MAIN
8"THICK HMA FOR VALVE IN PAVED
HMA COLLAR
AREA OR 3'X3`x6" CONCRETE PAD IN
UNPAVED AREA
D) OPERATING
SEE DETAIL, THIS SHEET
- NUT EXTENSION
WHITE MARKER POST WITH ANCHOR
BARB AND BLUE LABEL TO READ
E ; MARKER POST
-
"WATER", CARSONITE UTILITY MARKER
CRM3-066-08 OR EQUAL
PUBLIC WORKS + S
DEPM}TMENT
1" DIAMETER STEEL,
LENGTH AS REQUIRED
-%`MINTHICKNESS
r 2%11INSIDE MEASUREMENT
21/4" DEPTH
NOTES:
1. EXTEN51ON5 ARE REQUIRED WHEN VALVE NUT 15 MORE THAN 3'
BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM
OF V LONG. ONLY ONE EXTENSION TO BE USED PER VALVE.
2- ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED,
WITH ANTICORROSION COATING CONFORMING TO AWWA C210
VALVE MARKER POST
x
NOTES:
34"
1. VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES
OUTSIDE PAVED AREAS.
2. DISTANCE TO VALVE SHALL BE NEATLY STENCILED ON THE POST
WITH 2" NUMERALS.
VALVE BOX,
OPERATING NUT EXTENSION,
AND MARKER POST
iI �INUNIMPROVED ROW
INSTALL METER BOX AT
PROPERTY LINE WITH
o. 12" COPPER TAILPIECE
9FI
CITY I PRIVATE
'PIPING) PIPING
W
�I I
MATERIALS
1112- SERVICE
2" SERVICE
O
TEE
2" TAPPED REDUCING TEE (M1xFIPT)
2" TAPPED REDUCING TEE (MURPT)
O
PIPE
2" BRASS NIPPLE (MIPT), 4" LENGTH
2" BRASS NIPPLE (MIPT), 4" LENGTH
O
VALVE
2" GATE VALVE (FIPT) WITH SQUARE OPERATING
2" GATE VALVE (FIPT) WITH SQUARE OPERATING
NUT AND EXTENSION PER STD PLAN 330.7
NUT AND EXTENSION PER STD PLAN 330.7
O
VALVE BOX
VALVE BOX AND LID PER STD PLAN 330.7
VALVE BOX AND LID PER STD PLAN 330.7
O
COUPLING
2" x 1 %" BRASS COUPLING (MIPT x PACK JOINT),
2" BRASS COUPLING (MIPT x PACK JOINT), FORD
FORD C44-76-Q-NL OR EQUAL
C84-77-Q-NL OR EQUAL
O
TUBING
1 %" TYPE "K" SOFT COPPER TUBING
2" TYPE "K" SOFT COPPER TUBING
1 Y2" 90' BRASS BEND (PACK JOINT x PACK JOINT OR
2" 90' BRASS BEND (PACK JOINT x PACK JOINT OR
OG
BEND
PACK JOINT x FIPT), FORD L44-66-Q-NL OR
PACK JOINT x FIPT), FORD L44-77-Q-NL OR
L41-66-Q-NL OR EQUAL
L41-77-Q-NL OR EQUAL
1 Y2" VERTICAL METER SETTER WITH BYPASS,
2" VERTICAL METER SETTER WITH BYPASS, FLANGED
FLANGED ANGLE BALL VALVE AND PADLOCK WINGS
ANGLE BALL VALVE AND PADLOCK WINGS ON INLET,
ON INLET ANGLE CHECK VALVE ON OUTLET AND
ANGLE CHECK VALVE ON OUTLET AND BALL VALVE
O
METER SETTER BALL VALVE ON BYPASS WITH PADLOCK WINGS,
ON BYPASS WITH PADLOCK WINGS,
FORD VBH86-12B-11-66-Q-NL, A.Y. MCDONALD
FORD VBH87-12B-11-77-Q-NL, A.Y. MCDONALD
730B-612WDFF665, OR MUELLER B-2427N (1 %-),
730B-612WDFF665, OR MUELLER B-2427N (2"),
BYPASS NOT PERMITTED ON IRRIGATION METERS
BYPASS NOT PERMITTED ON IRRIGATION METERS
OI
METER SPREADER 13 MI6" RIGID METER SPREADER (TEMPORARY)
17 &" RIGID METER SPREADER (TEMPORARY)
O
WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT,
AMI WATER METER WITH RADIO AND BATTERY UNIT,
TO BE SUPPLIED AND INSTALLED BY CITY FORCES
TO BE SUPPLIED AND INSTALLED BY CITY FORCES
17"X30" METER BOX, ARMORCAST A600164OPCX18,
17"X30" METER BOX, ARMORCAST A6001640PCX18,
O
METER BOX WITH METER BOX LID, ARMORCAST
WITH METER BOX LID, ARMORCAST
A6001947RCI-H7, TO READ -RENTON WATER"
A6001947RCI-H7, TO READ 'RENTON WATER"
O
1 Y2" COUPLER (PACK JOINT x PACK JOINT), FORD
COUPLER C4Jl-6#-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF
2" COUPLER (PACK JOINT x PACK JOINT), FORD
C4N-7p-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF
PRIVATE SERVICE LINE IS NOT YET INSTALLED
PRIVATE SERVICE LINE IS NOT YET INSTALLED
O
GRAVEL CRUSHED ROCK BASE TO SUPPORT METER BOX,
CRUSHED ROCK BASE TO SUPPORT METER BOX,
METER BYPASS TO BE EXPOSED
METER BYPASS TO BE EXPOSED
STD. PLAN
•rT+ PUBLIC WORKS
1 Y" AND 2" WATER SERVICE
MO0.�0�V�ED:
DEPARTMENT
Iwl DI AIUTLhIG CTDID
i.` 4` : 4 �L ', n ^^ ^^^^
W-431502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WATER UTILITY
HHuynh 04/17/2025 JValdez 03/31/2025
0 FIRST SUBMITTAL
ESM
08/30/171
SURVEYED:
SCALE:
VERTICAL: NAVD
NAD 1983/183/1991
DATUM
�F , CITY OF
,~
RENTON
Planning/BUII(�Ing/PUbIIC Works Dept.
S O P H I E J O SHORT PLAT
WATER DETAILS & NOTES
UTILITY PERMIT #
DATE:
11 /19/24NMHORIZONTAL:
DESIGNED:
IMF
2 THIRD SUBMITTAL
ESM
01/03/18
AGE: POOK:
PAGE:
DRAWN: ^^''pp
WR
ONE INCH
DRAWING NO:
/� _ O
J
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0.
REVISION
BY
DATE
AP P R
APPROVED:
SHEET: OF:
18 23