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165 NE juniper Slreel. Su1Ie 201 it IssaQwh. I11A 98027 it Phoxe (425) 392-0250
Pasteur Krashingion D&isiun
407 Swifftivier Blvd, ■ Cie Flum, I4J1 9SY22 • Phone: (509) 67-1•7433
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E 114 OF SE 114 OF SECTION 32, T. 24 III., R. 05 E., W. MV
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RECORD DRAWING
KING COUNTY MONUMENT
ID#24150
BRASS CAP IN CASE EL = 36.52'
BRASS DISK IN CONCRETE
MONUMENT, SET 1.0' BELOW
GRADE
***NO CHANGES ON THIS PAGE***
WATER UTILITY NOTES AND SPECIFICATIONS_
I. ALL WORK MATERIAL SHALL BE IN CONFORMANCE MTH THE STANDARDS AND SPEORCA DONS OF THE CITY OF RENTON
PLANN;NGAUILDIN01PUBUC WORKS DEPARTMENT AND THE LATEST ED;TION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS
SHALL BEKEPT ON SITE AT ALL DUES DURING CONSTRUCTION,
2, THE HOURS OF WORT[ IN THE STREET RIGHT OF WAY SHALL BE LMI`TED TO 8.3O AM TO 3.30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE PURL;C WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT. FIRE DEPARTMENT. AND 917
SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY,
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND fT SHALL HE TFIE CONTRACTORS RESPONSIBILITY TO VERIFY THE
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
800-424-55,55.
4. AIN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBM;TTFD AT THE PRE -CONSTRUCTION WEEPNG.
5, DATUM FOR VERUCAL CONTROL SMALL BE NORTH AMER;CAN VERTICAL DA7VM 1963 METERS, AND FOR HORI2ONTAL CONTROL SHALL BE
NORTH AMERICAN DATUM 198,311991 DETERS UNLESS OTHERI'VI.SE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT
REFERENCE BENCHMARK AND FLEVAPONS ARE NOTED ON THE PLANS_
6. ALL WATFRMALN PIPE IS TO BE CEMENT LINED D+UCPLE IRON PIPE CONFORMING TO AWWA C110 AND C1II OR LATEST REWSION,
THICKNESS CLASS 52. CEMENT WORTAR LINING AND SEAL COATING SMALL CONFORM TO AWWA C104 OR LATEST REWSiON_ PIPE JOINTS
TO BE PUSH -ON OR MECHANLCAIL JOINT. BEDDING TO BE CLASS C. ALL DUC77LE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE
WRAPPED PER ANSIIAWWA C105IA21.5-93 STANDARDS,
7- CAST IRON AND DUCTILE IRON FITTINGS SHALL 8E CEVENT LINED, PRESSURE RATED AS NOTED ON PLANS AND IN ACCORDANCE WITH
ANSI/AWWA CIIDIA2LIG-87. CFMENT LINING SHALL OF IN ACCORDANCE WTH ANSIfAWWA CID4/42114-9a IF FITTINGS ARE 3 TO 12
INCHES ;N DIAMFTER ANQ HAVE MFCHANfCA[ JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER AN511AWWA C110-A2P.10-87
OR ANSIIAWWA C153/A21.53-94, THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS ANDfOR FLANGED
JOINTS. SHALL BE IN ACCORDANCE WITH ANSLfAWWA C1101A21,10,87 OR A COMBINATION OF ANSIIAWWA CIIOIA.21-10-87 .AND
ANSIIAWWA C153IA21-53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL RYNT(S) MAY BE MTH ANSIIAWWA
C153/A21..5.3- 94 ANO THAT PORTION OF THE FITTING WITH
RANGF0 JOINT(S) .SMALL BE IN ACCORDANCE WTH AWWA CNOIA21-10-87- ACCEPTANCF TESTING IN ACCORDANCF WITH SECTION 5.3,53
OF ANSIIAWWA SECTION 10-4.3 OF ANSIIAWWA C?IC/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSr ilTTED TO THE
OWNER.
S. GATF VALVES SMALL BE IRON BODY, BRONZFO-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING' DEWCE AND O-RING STAFFING 80X
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509}. VALVES SOAL L BE DE&GNED FOR A MINIMUM WATER OPERA TTNG PRESSURE
OF 200 PSI. GATE VALVE5 SHALL BE CLOW LIST 14, MUELLER COUPANY NO. A2380 OR M & H.
9. FIFE HYDRANTS SHALL BE COREY TYPE (OPEWNG WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSORI=)
CONFORMING TO AWWA C-,502-85 WTH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (9. V 0.) OF 5-;/4 INCH TWO
2-112 INCH HOSE NOZZLES M TR NATIONAL STANDARD THREADS 7- r f2 THREADS PER INCH AND OWE 4 wCq PUMPER N-OZZLE WTH
THE NEW SEATTLE PATTERN 6 THREADS PER ;NCH. 50 DEGREES V THREADS- OUTSIDE DIAMETER OF MAZE THREAD 4.875 AND ROOT
DIAMETER 4.6263. HYDRANTS SMALL HAVE A 1-114 INCH PENTAGON OPERAPNG- NUT OPENED BY TURNING COUNTER CLOCKMSE (LEFT).
10. THE TWO 2- 712 INCH NOSE NOZZLES SHALL BE FITTED WTH CAST IRON THREADED CAPS IW TH OPERATING NUT OF THE SAME DESIGN!
AND PROPORTIONS AS THE HYDRANT STEM NUT CADS SHALL BE F;TTED MTH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
VGHTNESS UNDER TEST PRESSURES.
11. THE 4 INCH PLUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTED, 4 INCH SEA TTLE THREAD X 5 ;NCH STORZ. STORZ ADAPTER
SMALL BE FORGED ANDIOR EXTRUDED 6061-T5 ALUMINIUM ALLOY, HARDCOAT ANODIZED. WEADED END PORTION SMALL HAVE NO
LUGS AND TWO SET SCREWS 160 DEGREES APART STGRZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER CASKET, AND SNAIL BE ATTACHED TO HYDRANT ADAPTER WTH 1/8 LNGH, COATED, STAINLESS STEEL,
: 45 AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO GOATS OF PAINT. PRESERVAVVE PAINT NIUVOER 43-655 SAFETY YELLOW OR APPROVED
EOOAL.
13, PLUMPER CONNECTION TO FACE ROADWAY AS5EMULY.
14_ FIRE HYDRANTS VIALL BE INSTALLED PER CITY OF REN TON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REWSI`0N_
15, ALL WATFRMAWS 10 INCHES AND SMALLER TO WAIINTAW A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12
INCHES AND LARGER SHALL 9E AT A 0NIMUM OF 48 INCHES BELOW FIN6H GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS
ARE TO 8E LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER W DIAMETER .SHALL BE CLEANED MTH PIPE CLEANING 'PIGS" PRIOR TO
D;SINFEC'n0N- THE "POLY PIGS' SHALL BE GIRARD rNDUSTPIES .AQUA SWAB -AS OR APPROVED EOOAL, 2 LBICU. FT OENSITY FOAM
MTH 90A OUROMETER URETHANE IRUSPER COA17NC ON THE READ OF "PIG" ONLY.
1 Z "PIGS" SMALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CON TRAC TOR WILL
PERFORM THE CLEANING OP1=RA 770N.
13. ALL WATERMAINS AND SERViC'ES SHALL. BE PRESSURE TESTED TO A MWIMUM OF 200 PS; OR 150 PS; OVER OPFRATING PRESSURE, ;N
ACCORDANCE MTH TLIE SPj7C0CATnN5 OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE
TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON- THE QUAN777Y OF WATER LOST F14OM THE
MAIN SHAI4 NOT EXCEEID THE NUJM3FR OF CALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICA77ONS
7-IL3(I1). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19. ALL WATLRMALNS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINMUM CONCENTRATION) CHLORINEIWATER
SOLD-nON. DRY CALCIUM HYPOCHLOR;TE SHALL NOT BE PLACED IN THE PIPE AS LAID- CHLORINE SHALL BE METERED/;NJECTL=D ;N
ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-I1-3(12)F OF THE STANDARD SPEC;FICATIONS REFERENCED ABOVE.
20. A PRE-CONSTRUCTON CONFERENCE ;S REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS
REQUIRED FOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS NOTICE WILL RE REQUIRED PR;OR TO STAI PM3 NEW CONSTRUCTION,
22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PrRUITS PRIOR TD STARTING CONSTRuU rOk
23. INSTALLATION OF CORPORATE STOPS, WATER SERWCES, LINES AND VETERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
METER APFUCADONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN FADE TO THE CITY OF RENTON.
24. ALL CONNECTION TO EX`STING ,MAINS IS TO BE ACCOMPLISHED BY THE C;TY OF RENTON, EXCEPT WET TAPS, WHICH MAY 8E MADE BY
APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORLDS DEPARTMENT ALL NECESSARY E C'AVADON AND
MATFR;ALS ARE TO 8E SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS,
25. INSPECTION WILL BE ACCOMPOSHED BY A REPRESENTA77VF OF THE CITY OF RENTON, IT SHALL BE THE CONTRACTORS RFSPONS18107Y
TO N07IFY DEVELOPMENT SEROCES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTON, ME CONTRACTOR, AS
IWLL AS THE ENGINEERS, 5HA LL KEEP AS -BUILT DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PARITY ,ACCEPTANCE PRIOR TO FINAL
TIE-LN.
27, ALL JOINT RESTRAINT SYSTEMS (SHACKLE MODS NUTS. BOLTS, ETC.) SHALL BE .AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS OLIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT,
28- ASPHALT AND CONCRETE STRFET PAVING .SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STRFETS MAY BE
SPADE CUT ALL SURFACE CUNCRETE PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCIJT TO A
MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING FXPANS;ON JOINT-
29- A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF {NI17AL EXGA VA TION WTH A PEFMANEN T, SEALED PATCH
TO BE PLACED, TO CITY Of RENTON POLICY, MTHIN 10 DAYS. CALL FOR SUSGRADE INSFECTION PRIOR TO PLACEMENT OF RNAL PATCH.
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT THE PVC PIPE [USED SHALL RE ALL CHEMICAL PROCESS LINES SHALL SF SCHFDULE
60 PVC PIPE.-SC'HE' ULE 40 IN UNIMPROVED ARIwA5 AND SCHEDULE 80 PVC P[PE FINDER IMPROVED AREAS.
SURVEYELLD- SCALE:
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VERTICA- N1AVb 19U
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.� CITY OF
RENTON
Planning/Building/Public Works Dept.
RECORD DRAWING
INFORMATION ADDED BY
�� z TERRANE, INC.
REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN NOVEMBER, 2023.
P 15025
�GIST---------------- Eg�v
sI�NAL LAND �---- W- 420802
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FDEVELOPMENT ENGINEERING
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z 02/01/2022
BUCKMEIER WA TER MAIN EXTENSION
A TER UTILITY NOTES
FIELDB001<: NIA
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