HomeMy WebLinkAboutzW-4210set0
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PROPOSED 185' WATERMAIN
270
1-10"X6" TEE (MJXFL)
1-6" GATE VALVE (FLXMJ)
1- FIRE HYDRANT ASSEMBLY
COR. STD. PLAN 310.1
1-CONC THRUST BLOCK
260 L-
1" WATER SERVICE 200
AND METER (TYP)
2.4'
FINISHED ACCESS ROAD GRADE
6" D.I. SIDE SEWER MIN. 4' COVER
MAX. 6' COVER
PROPOSED 185.0', 10" D.I. CL. 50 WATER MAIN
CONTRACTOR SHALL PROVIDE VERTICAL BEND
AS NEEDED. VERIFY THE PIPE DEFLECTION DOES
NOT EXCEED 112 OF MANUFACTOURERS'S MAXIMUM
ALLOWED JOINT DEFLECTION
EXISTING/ -
8" SEWER 12" STORM
WATER PIPE -
�" 1
-- l
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / 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 PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
280 CALL 1-800-424-5555 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 CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
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0 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
N o 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
w > PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
270 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
CONNECTED TO EXISTING 16" WATER MAIN ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR
CONTRACTOR SHALL FIELD VERIFY '
THE EXISTING WATER MAIN ELEVATION THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
MINIMUM 1.5' REQUIRE SEPARATION SHALL BE PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
MAINTAINED FOR PROPOSED STORM AND BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
SEWER. IF THE SEPARATION CANNOT BE METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
MAINTAINED, ETHAFOAM SPACING OR APPROVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
EQUIVALENT SHALL BE PROVIDED.
--EXISTING 12" SEWER
260
100 0
CONTRACTOR SHALL FIELD VERIFY THE EXISTING
6IA. 1+15.20 0.0' SEE COR STD.320.1
INSTALL 10" POLY PIGGING STATION SEWER AND STORM ELEVATION, WHICH SHALL BE
PER COR STD. PLAN 300.7 STA. 1+62.50 15.0' RT VERTICAL: 1"=4' 1.5' VERTICAL SEPARATION BETWEEN THE OUTSIDE
WITH 10" VERTIAL CROSS (MJXFL) 6" FIRE HYDRANT HORIZONTAL: 1"=20 EDGE TO OUTSIDE EDGE OF THE PIPES.
PLUG (MJ) AND CONICBLOCKING PER COR STD. PLAN 310.1
ON WEST END OF CROSS. 15' PUBLIC WATER MAIN EASEMENT
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STA. 1 +38.82 (10.0' RT)
CONNECTED TO EXSITING PIPE
CONNECTED BY COR STAFFS
16"X10" TAPPING TEE, (MJXFL)
10" GATE VALVE (FLxMJ)
CONCRETE BLOCK
SEE COR STD. 300.1
co
----- -----� I I 1-10"X 6" TEE (MJXMJ) CO
( BSBL BSBL \ 0 1 i �. I 1- 6" GATE VALVE (FLxMJ)
BSBL 5' \ 1 I 1 FIRE HYDRANT ASSEMBLY PER
� Z 1 "} - I I COR. STD. PLAN 310.1
1" WATER SERVICE \ I� L_I 1 �' 1- CONC.THRUST BLOCK
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\ EXISTING rn I rn
LEGEND \ \ \ \ \ GRAVEL DRIVEWAY -
PROPOSED WATER LINE
EXISTING WATER LINE
PROPOSED SEWER LINE
EXISTING SEWER LINE
15' PUBLIC WATER MAIN EASEMENT
20 10 0 20 40
SCALE IN FEET
STA. 0+20.72 (18.0' LT)
6" FIRE HYDRANT
PER COR STD. PLAN 310.1
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) MAY BE 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 CITY 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 PURITYTESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A 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 SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY 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
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
NOTE:
ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG RETAINER GLANDS SERIES 1100 IN ADDITION
TO CONCRETE THRUST BLOCKS.
W-421002
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/11 /2024
O MIS;
;► �' SURVEYED: SCALE: DATE:
•���p,/" G VERTICAL: NAVD 1988
$ $ $ $ - � �� • HORIZONTAL: NAD 1983/1991 CITY OF 3/28/2023
DESIGNED: O
-S--S--S--S- y = TRAN-NGUYEN DEVELOPMENT PGEBOOK:
DRAWN: RENTON
y ONE INCH DATUM DRAWING NO:
0�, Ifs=�tf�� CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WATER PLAN C-9.0
�,• IF NOT ONE INCH
$/ONAL NO, REVISION BY DATE APPR APPROVED: SHEET: 9 OF: 29
1 /01 /2024 SCALE ACCORDINGLY 7
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WATER NOTES AND
................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
1. All work material shall be in conformance with the standards and specifications of the
City of Renton Planning/Building/Public Works Department and the latest edition of the
WSDOT/APWA Standards and Specifications, as approved and modified by the City of
Renton in the Renton Standard Plans &Specifications. A set of approved plans shall be
SPECIFICATIONS
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. ............... . .. . . .
Valves shall be designed for a minimum water operating pressure of 200 psi. Gate
valves shall be Clow List 14, Mueller Company NO. A2380 or M & H.
p Y
Fire hydrants shall be Corey type (opening with the pressure) or compression type
kept on site at all times during construction.
(opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical
joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles
2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on
With National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle
with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside
weekdays unless otherwise approved in writing by the Public Works Department at
diameter of male thread 4.875 and root diameter 4.6Z63. Hydrants shall have a 1-1/4
(425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24
inch pentagon operating nut opened by turning counter clockwise (left).
hours in advance of any work in the right of way.
10.
The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with
3. All locations of existing utilities shown are approximate and it shall be the contractor's
operating nut of the same design and proportions as the hydrant stem nut. Caps shall
responsibility to verify the true and correct location so as to avoid damage or
be fitted with suitable neoprene gaskets for positive water tightness under test
disturbance. For utility locates call 48-hour locators 800-424-5555.
pressures.
4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction
11.
The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5
meeting.
inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy,
hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180
5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch,
coated, stainless steel, aircraft cable.
approved by the City of Renton Public Works Department. Reference benchmark and
elevations are noted on the plans.
12.
Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-
655 safety yellow or approved equal.
6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110
and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating
13.
Pumper connection to face roadway assembly.
shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical
joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene
14.
Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants,
wrapped per ANSI/AWWA C105/A21.5-93 Standards.
latest revision.
7. Cast iron and ductile iron fittings shall be cement lined pressure rated as noted on 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below
g � finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches
plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in below finish grade. Where utility conflicts occur, watermains are to be lowered to clear.
accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 Inches In diameter
and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning
C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter "PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or
fittings, which have mechanical joints and/or flanged joints, shall be in accordance with approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating
ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and on the rear of "PIG" only.
ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical „
joint(s)ma be with ANSI/AWWA C153/A21.53-94 and that ortion of the fittin with 17. PIGS shall be cylinder shaped with bullet nose or square end. The contractor will
y p g perform the cleaning operation.
flanged joint(s) shall be In accordance with AWWA C110/A21.10-87. Acceptance testing p g p
in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi
C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. over operating pressure, in accordance with the specifications of the City of Renton and
the Washington State Health Department. All pressure testing shall be done in the
8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging presence of a representative of the City of Renton. The quantity of water lost from the
device and 0-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). main shall not exceed the number of gallons per hour as listed in City of Renton
W-42100 3
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 04/21 /2023 �ui
A� F iAj SURVEYED: SCALE: DATE:
: 0 IS;VERTICAL: NAVD 1988 •
HORIZONTAL: NAD 1983/1991 CITY OF 3/28/2023
DESIGNED: TRAN-NGUYEN DEVELOPMENT FIDBOOK:
DRAWN:
RIV430RENTON
PAGE-
ONE
y � INCH DATUM =DRAWING NO:
ECKED:
IL CH�/�� AT FULL SCALE Planning/Building/Public Works Dept. WATER NOTES Ci-1 9.0
IF NOT ONE INCH
SCALE ACCORD NGLY
,1226/2022 N0. REVISION BY DATE APPR APPROVED: SHEET: .In OE: 29
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19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum
concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in
the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7-
11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above.
20. A pre -construction conference is required prior to any construction. A minimum of five
(5) working days notice is required for scheduling.
21. Twenty-four (24) hours notice will be required prior to starting new construction.
22. It shall be the contractor's responsibility to secure all necessary permits prior to starting
construction.
23. Installation of corporate stops, water services, lines and meters shall not be done until
all service agreements, meter applications, construction permits, and payment of fees
have been made to the City of Renton.
24. All connection to existing mains is to be accomplished by the City of Renton, except wet
taps, which may be made by approved wet tap contractors with prior approval from the
Public Works Department. All necessary excavation and materials are to be supplied by
the contractor and be on -site prior to City notifications.
25. Inspection will be accomplished by a representative of the City of Renton. It shall be
the contractor's responsibility to notify Development Services twenty four (24) hours in
advance of backfilling all construction. The contractor, as well as the engineers, shall
keep as -built drawings.
26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity
acceptance prior to final tie-in.
27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by
the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the
Public Works Department.
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2)
inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks,
curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2)
inches or removed to an existing expansion joint.
29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with
a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call
for subgrade inspection prior to placement of final patch. *
30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical
process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and
schedule 80 PVC pipe under improved areas.
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REVISION
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
BY I DATE I APPR I APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
f."R
V431F
Planning/Building/Public Works Dept.
W-421004
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yq i 04/21 /2023 '
DATE:
3/28/2029
TRAN-NGUYEN DEVELOPMENT FPIGDBOOK:
WATER NOTES DRAWING NO:
C-20.0
SHEET: 20 OF: 29
0
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1. FIRE HYDRANT TO BE PAIN -FED WiTH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OIL ENAMEL PAINT.
2. PU MPER NOZZLE TO FACE ROADWAY OR AS D I RECTE D BY RRFA.
3. A MINIMUM .3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT.
MATERIALS
COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ I NLET WITH LUGS, 5 Xj " MVO,
HYDRANT 1 " P ENTAGON OPERATIN G N UT' TWO (2) 2- " NST HOSE NOZZLES, AN a 4. B75" SST P U MPER N OZZLE
EG! UI PPE D WITH 5" STORZ ADAPTER AND 1{8" STAI NLESS STEE L CABLE, W ITH E} TEN SI 0 N I F N ECESSA BY.
TEE
VALVE
VALVE BOX
PIPE
J01NT RESTRAINT
GRAVEL
H
CONCRETE BLOCK
(D
BLOCKING
SHEAR BLOCK
OK PAVEMENT MARKER
MAI N LI N E TE E WITH 6" FLANGE SI DE OUTLET
6" GATE VALVE I FLXMJ)
VALVE BOX AND LID PER STD PLAN 3.30.7
CLASS 52 DI, LENGTH TO FIT
MEC HAN I CAL JO I NT RESTRAINT OR (2) .3/4" CC RTEN STEE L TI E R0 DS FC R D I STAN CES OVE R ON E P I PC LEFT GTH
1" WASHED DRAI N ROCK, M I N IM l l M 1' ABOVE BOOT FLANGE WITH S-III I L P OLYETHYLEN E SH E ETI NG
AROUND TOP AND SIDES OF GRAVEL
MINIMUM 16" "x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE
CONCRETE B LOCKIN G P E R STD P LAN 3 30.1
4'x,Vx6" CONCRETE SH EAR BLOCK ARC U ND FI RE HYDRANT WITH EXPANSION JO I NT AT BACK OF S I a EWALK,
FI NISH TO MATCH SI D EWALK, ALL 00 NCRETE SHALL B E MI N I ICI UM 3,000 PS I AN D SHALL BE M ECHAN I CALLY
MIRE D - JO B SITE M 1XI N C, H,4N D-M IXE D CONCRETE, AND MO BILE CON CRETE MIRE IRS ARE NOT ALLOWED.
BLU E RE FLECTIVE PAVE MENT MARK ER PER STD PLAN 310.3
STD. PLAN - 310.1
% + PUBLIC WORKS 14PfR�VED=
qi DEPARTM ENT FIRE H 1 DRAt IT A EN1 LY
MrNr Wo-te 4l rrthtrrx
DATE
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IN UNIMPROVED ROW,
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INSTALL METER BOX
CITY
I PRIMATE
AT PROPERTY LINE WITH
1" COPPEB TAILPIECE
PIPING
I PIPING
a E SIDEWALK �
FINISHED GRADE 9" TO 12"
4" TO 30"
A � 21' TO 30"
22
MAIN B c e
F
LOOP DOWN TO CENTERLINE CF WATER MAIN
TO PROVIDE SLACK IN SEFZVI CE LJNE TO METER
CORPORATION STOP
TUBING
METER SETTE R
0 WATER METER
E METED BOX
OF COUPLER AND PLUG
(D GRAVEL
1" BAL L CO RPORATION STOP WITH BALL VALVE, AWWA TAP EKED TH READ (CC) I N LET, QU ICK JO I NT 0 UTLETI
FOR D F B1 D0O-4-Q-N L OR A.Y. M CDC NALD 7470180
1" TYPE "K" SOFT COPPER TUBING
1" S ETTER, G!U ICK JO I NT I N LET AN D OUTLET, PAD LOCK WIN GS ON I NLET ANG LE BALL VALVE' SING LE CH ECK
VALVE ON OUTLET, FORD VB H 74-15WA4 Q-N Lr A.Y. MCDON ALD 721-415WCCLQ 44, OR M UELLER
B-24701-6AN, I NSTALL CENTE B E D AN D SQUARE D IN M ETER BOX, PROVIDE ADAPTERS FOR 5/8" 0/4" ICI ETE RS
AEI I WATE R M ETE R WITH RAD 10 AN D BATTERY U N IT, TO BE PRCV I D ED BY TH E CITY
Ilr'IETE R BOX, Aft MOP CAST A6001946PCX18, WITH METER BOX LID, ARM ORCAST A6001969RCI - H 7, TO READ
"RENTON WATER"
CO U P LER ( PACK JO I NT x PACK J01 Nn FORD 049-49- i- NL, WITH 1" GALVAN I ZED P LUG I F SE RVICE LI NE TO
PRO P ERTY IS TO BE IN STALLED I N TH E FUTURE
1 4" WASHED GRAVEL
*%]I PUBLIC WORKS
DEPARTMENT
1'r WATER SERVICE
/AirG SURVEYED: SCALE: VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DESIGNED:
DRAWN:
b 9Oo ONE INCH DATUM CHECKED: AT FULL SCALE
IF NOT ONE INCH
J10RAL N0. REVISION BY DATE APPR APPROVED:
3/ 6/2023 SCALE ACCORDINGLY
STD. PLAN - 320.1
APPROVED
P-_ hC'h'CVeL4:—rhtrrx DINE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EOPMENT ENGINEERING
i 04/21 /2023
. DATE:
CITY OF 3/28/2023
TRAN-NGUYEN DEVELOPMENT PGEBOOK:
RENTON
WATER MAIN DETAILS PLAN UR
DRAWING NO:
Planning/Building/Public Works Dept. Ci-26.0
SHEET: 26 OF: 29
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