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GLASS AWNING S SS CONTRACTOR SHALL FIELD VERIFY LOCATION
— w 3 OF ALL UNDERGROUND AND OVERHEAD UTILITIES
THAT COULD BE AFFECTED BY TRENCHING FOR
NEW FIRE SERVICE LINE. FIELD VERIFICATION
SHALL BE DONE BY POTHOLING. ANY CONFLICTS
EXISTING SSMH LOCATION SHALL BE REPORTED TO ENGINEER IMMEDIATELY
AND INFORMATION TO BE 0
FIELD VERIFIED PRIOR L LI 1n EX. 12" D.I. WATER MAIN
TO CONSTRUCTION w
GORTONA — >
BUILDING REMOVE CURBS AND LANDSCAPING AS Q EX SOME! (NOT FOUND)
REQUIRED FOR INSTALLATION OF NEW FIRE S ; ABANDON 6- C.I. ORRECORDDRAWINGS
BUILDING #724 SERVICE. RESTORE TO ORIGINAL CONDITIONS Q WATER MAIN
2 STORY MASONARY W/ w 3s.ot cALc'D
NO APPARENT BASEMENT g J
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PROTECT EXISTING STREET BUILDING 80(
FF=41.0 LIGHT, POLE, STRUCTURES, N
AND ELECTRICAL RUNS. o TORY MASON,
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CONNECT TO EXISTING W/BASEMENT
WATER MAIN ( ) FF -41.55
1-12"x4" TAPPING TEE MJxFL
1-4" GATE VALVE (FLx MJ)
4" DETECTOR DOUBLE CHECK VALVE SS 3 1—CONCRETE BLOCKING
ASSEMBLY INSIDE BUILDING PER SEE DETAIL 300.1 ON SHEET C2.0
STD PLAN 360.5. SEE SHEET C2.0
REMOVE CURBS AND LANDSCAPING AS
REQUIRED FOR INSTALLATION OF NEW FIRE
SERVICE. RESTORE TO ORIGINAL CONDITIONS
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WALL MOUNTED FDC W 42 LF 4" WA SAWCUT, PATCH, AND REPAIR
(CL 52 DI PIPE) 3 EXISTING PAVEMENT AND
PROTECT EXISTING WATER METER FIRE SERVICE AT UNDERLYING CONCRETE
3' MIN. COVER PANELS. SEE DETAIL 110.1
TENANT ENTRY PRIMARY ENTRY PIV PER STD PLAN 360.5, ON SHEET C2.0. 5.0' MIN.
SEE SHEET C2.0. 24" v ASPHALT PATCH REQUIRED
BEHIND FACE OF CURB W µ PER WSDOT STD SPEC 2-09.4
AWNING c� n
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PROTECT EXISTING3 TOP 40.30
_FIBER OPTIC LINES
8" IE 39.1 (W)
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CECIL
irASSOMATES
PO BOX 598 BOTHELL, WA 98011
(206) 484-3495
www.ceciinassoc.com
SD SD
S. 3RD STREET
EX SDMH
TOP 41.10
6" IF 37.1 (NE)
6" IF 36.9 (SE)
CTR CHANNEL 36.5 (EW)
4 PERMIT SUBMITTAL RJC11/17/181RJC N 1" = 10' R12W1: NAD wi1991
3 PERMIT SUBMITTAL RJC 0/31 1 RJC m. RJC
2 PERMIT SUBMITTAL RJC 19/26/171 RJC V6 I oxEIx� I
1 PERMIT SUBMITTAL RJC 9 8 17 RJC -NLL� DATUM
JCF
NO. REVISION BY DATE I APPR RJC g"E"4O*iO'N"V
CITY OF
' RENTON
Planning/Building/Public Works Dept.
11:7_1��[NPPlh
CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL IN ORDER TO
KEEP ONE LANE OF TRAFFIC OPEN AT ALL TIMES. A TRAFFIC CONTROL PLAN
SHALL BE SUBMITTED TO THE CIN INSPECTOR PRIOR TO STARTING SITE
WORK.
CONTRACTOR SHALL CALL FOR UTILITY LOCATES, AND SHALL POTHOLE ALONG
THE PROPOSED WORK AREA TO IDENTIFY LOCATION AND DEPTH OF ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE ENGINEER
SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THE
FOUND UTILITIES AND THE UTILITIES SHOWN ON THE PLANS.
NOTE:
1. THE MINIMUM VERTICAL CLEARANCE FROM THE EXISTING SANITARY SEWER IS 18
INCHES. THE MINIMUM VERTICAL CLEARANCE FROM GAS, ELECTRIC, TELEPHONE,
AND FIBER OPTIC IS 12 INCHES. IF THE MINIMUM CLEARANCE CANNOT BE
OBTAINED, THE APPLICANT IS TO OBTAIN CITY APPROVAL PRIOR TO
INSTALLATION OF THE FIRE LINE.
2. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL BENDS
SHALL BE PER COR STD. PLANS 330.2 AND 330.3.
3. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS
EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP.
4. CEMENT CONCRETE CURB RESTORATION SHALL BE PER COR STD. PLAN 101.
5. CEMENT CONCRETE SIDEWALK RESTORATION SHALL BE COR STD. PLAN 102.
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CALL BEFORE
HORIZ. 0 Scale®O YOU In Feet UD=MUND RV811ICE A W
W-399001
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
REGIONAL FIRE AUTHORITY tZl
DEVELOPMENT ENGINEERINGO APPROVED CJ
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WATER UTILITY
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CORTONA BUILDING 117 18 Z
FIRE SERVICE PLAN ° NO NOE"
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WATFRPWIGENFMLXOIFS SWINNPW Xn3Nl
1. ALL WORFNIO MATFRNLSSXALLBEIXMCORONKE WRHTHF WTFSTFOIICNRTHEOIYOF RENfOXRIBLK WdIFS
WMWDSPFOFIGMMMDSPECNLMONS MANDMS /AMASfA1 SPEUF MNS,LATESTEDMNM
AMENDFDBYME101NOFREMOH. ASEF OFCNYAPPROVEDPLW MS BEKWATWEJOBSMWHENEVERCOHSIRUC110H
ISNPIIWRESS APRE�X UMONCOXFME"CESH MHEIOPMRMMESTARLDFCONSIRUCIION.THECOHNMROR
ANIMDEVELOPERSHALLNR NSIBMFORMMRIMALLXECESSWYM MMPRORMCONSTRUCION.
2 ALL ENSUNG DRUMS SHALL REMAIN IN YRVNE WMHG CONSTRUCTION UNI FAR OTHERWISE N]rED. ME CONTRACTOR SHALL
CALL S-80YG36 TO VERIFY UTILFIY LDCATIONS BEFORE BEGINNING EXCAVATION
BE ALL MATNWS USED FOR MECpISTRVCFNW OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND DROWNING, AND
YATALW CUES FOR ALL MATERI SHA UL BE APPROVED IN WRITING BY M E GUY R BRITISH PRIOR TO BANGING PAR
MATER ONSITE.
A. ALL WAIN NN RPE MATERIALS NNLL BE CEMENT UNED DOME IRON RIM MKKNESSE LIO B3 NEW AW WAC ISIAW C
ONE RPEIdNR USEPMHONMMECHANICALIOIM. CASEIRONORDIIL UIWNMPEFMNM 1W1BECLA55250A5
PERANWAINWAC31DOCU.3083. ALLDUCTILE IRON PIPEAND F"KSSHAMK WTUPPED WIT lLMACICNM-TYPE
MLYFTHYIFNEPUSNCPERAWWAC SMNDMM.
S. MINIMUM COVER FWMMPOF WATER MN"STO RNMEDGRADE SHAUN 36 INCH6FORRPEDIAMEMROF DIAPHANOUS
MD"INCHBMRRPENAMETEROF]SJ"CXMOUMM. MAMMUMCOVERMRALLWAMM MSNALLBEMINNN.
ANYDMAT SMUUBEAPPROVEDBYMECUVOFRFXFONPRIORTOCON RUMOR. WNFAEUIIINYCpIFIICISOCNR,
MEPWFINOFMEWATERMNN$HALLNANUSTEDANECESWRYTOCLEMCMFIIC MDMF DEMIINALMCOVFN
RPE DEFU=NMS NO MUM ONE-HADDAM PIPE MAHUFACNRER-SSPECIF DBNON CMSROFRPE USED. ALLTRFNCH
BACKRLL SHAM BE COMPACTED TO BE PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY ME MODIFIED PRIX.Tp116T
METHCO(MOONH RGADWAYE ROADWAY SHOULDERS, RGAI WAY PRISM AND pIMWAYS, AND S PERCENT MOO N UNPAVED
AREAS, ALL PIKMNE OMAPACIDH SHALL BE 95 MOD.
6. mN]IME BLOBSNG FOR WATER MANS SHALL BE DEIGNED, INSTALLED AND RNREDN PLAN IN ACmRDA"CE WDN CITY OF
MOM! NANMRDDUMUMOSPNIFIGDO"SA"OMMLLNINSFALISDATALLVEROCALA MRMWA.BNO[MR
AND BBE OF IMMIGRANTS. MM"UGS(OR SIMILAR PNbUCF) MAYBE REQUIRED ON ALL MECXWICALDMS N MOWER
CONCRETE BLOCKING.
]. ALL MIN WATER MAIN PIPES AND FIRINGS MALL HAVE A SHAM PIN PD RUN MPgICH MEM RAMBO MMFLOWED,
MGHFE(RD, AND VOTED. CLEANING, PRESSURE AND PURITY MISTING SHALL BE WINE IN ME PRBENCE RAND UNDER ME
SUPINMENOH OF A CIIV OF PENTON JTIUTY INWECFON ME MNTRAROR SHAM SEARLE, INSTALL AND RRAWE I
CORPMATION9TOPS,NOWOFFA EMBLIB,MDMMIMRB W/BLOCKIXGFORTESTNGAM)RINRMCFP E. NO
MNWMNSxMMN EBR EENMEMMMANMN EMENEWWff-TAPVAWTOMEIBIMN NUXOL
ME NEW PIRMG HASBBX FMMVDGED. DWHFEYIFD, RUSHED, AND PASSEDBORI PRF UMDNMTYTBTM.
8. NEWWATERMMNSMCLUDIWSEMUTATEMBNMLLNTE9TEDATAnAMP UMRIW IABOVEWORMMG
PRE SURE VW M A MINIMUM OF 22S PMTESTPRBSURE FOR 111 MIMHE WRHAMAMMUMOFS M PRBSUROMPDURNG
ME EMIRETEST PERIOD. UPON SATSFACfO MMPLETIM MME PREBURETED,MEUNESNALBECN"FECRO, RUMORED,
AHO MEM WATER SAMPLES SHALL BETAKEN FOR FARM TESTING BENE PAWL WORKS INSPECTOR.
9. Mn PWRA O MMIALLNOTIFYMEDIV M EMHN G WANTS T'.WO MMMBIMNNMPMTMEXBATLMST]O WMYIY
MYNMDF OM SAT CMXECIDNS TOMEFBMUOWMINYSTFE.M RIMCIMSXNLIX RMUI WATER
MVNAMDFRRXGSATMFCOMIFCIIM!PSHBU VANUGMFNSSUURYMMPr0R5NMDR REOURCRRM
MFNMLL CONNFCTIN.MFC E1 ORSHMLIXGVATE•REMOVEALLSUNA[FMAIFRW.S, MIDMOWOESNdWGANO
ALL IMTN RSREQVMODER NIROFPENN"RFNRFORMME IMMD NTOMEBMRICWMER MN. ME
WMIMCTORSXNLPROWOEAXO NSFALLMCNHLL,CMMEIF NOIXIXG.AHDCMMEIE511RFAQRFSRIMMH.
PUBNC WORKS
M. PIAN - 800.0
DEPARTMENT WATER PLAN GENERAL NOTES
MARCH 2010
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PO BOX 598 BOTHELL, WA 98011
(206) 484-3495
www.ceciinassoc.com
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CECIL
irASSOMATES
PO BOX 598 BOTHELL, WA 98011
(206) 484-3495
www.ceciinassoc.com
TAPPING !ER MGA)
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TAPPINGV(R p1D
1 -BUND RANGE ON TCF WW r TM AND 2- PWC
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ADD DISINFECTION.OW TEMPORARY BLOCK &
MD CORRECT CONNECLTO VALVE OX BY CITY H ILL SU W IDA A OOI SPOOLSNOTES1, TAPPING BUS SHIA BE MADE AT CAST MAN. VALUE IBM ANAND PALMA MAU SE WATER TAPS SEEMS TAP2, NO SIDE AN AGE TAPS AN CASI WATER USES TAP SHALL BE ATLEAST 27 SMALLER DIAMETER TIM THE IMESSING MAUNA, NO BAT TAP M ASBESTOS CEMENT LINE BE STEEL ONE4, WET -AMM Of OWNERS GUY M RENTON WATER MAINS SOL BE DONE BySPEER TO OR SAPPERIOR TAPPING NQR CONTRACTOR SHAM BOTTOM AND NEWLY THE HORIZONTAL AND PERRIAUMMENT BE FLOWS WE BE MA AND SHALL START LOYND THE NEWONE AT HE SALE WABXAWAL AND HELIUM ALIGNMENT BY THE EARNEDA, BOB FORCES NO PERFORM THE REAL CORRECTION FROM PRE WATER ONETO THE TAPPING VALVE ATIM OIL COUPLE ADD 0.1, SHARL.
SD). PIAN -800.1
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VALVE ASSEMBLY
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W-399002
IN COMPLIANCE WITH CITY
OF RENTOR. STANDARDS
DEVELOPMENT ENGINEERING
IFitz-James 01/26/2018
WATER UTILITY
Abdoul Gafour 01/26/2018
DETAIL SHEET
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REVISION
WATER UTILITY NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY.
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 KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO
3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS
DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
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 IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
800-424-5555.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE
PRE -CONSTRUCTION MEETING.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS,
AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS
UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
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 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 WRAPPED PER ANSI AWWA C105/A21.5-93 STANDARDS.
T CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED PRESSURE RATED AS
NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87, CEMENT LINING
SHALL BE IN 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 C110 -A21.10-87 OR ANSI AWWA C153/A21,53-94, THREE 3
INCH TO 12 INCHDIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED
JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION
OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE
PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA
C1531 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN
ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH
SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE
OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE
WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE
(AWWA C509). 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.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION
TYPE 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 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 DIAMETER OF MALE THREAD 4.875 AND ROOT
DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT
OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS
WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT.
CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS
UNDER TEST PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE
THREAD X 5 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 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO
WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE
ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT
CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH T90 COATS OF PAINT, PRESERVATIVE PAINT
NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL,
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE
HYDRANTS, LATEST REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES
BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF
48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO
BE LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE
CLEANING PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES
AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER
URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY.
17. 'PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR
WILL PERFORM THE CLEANING OPERATION.
BY I DATE I APER
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI
OR 150 PSI 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 PRESENCE OF A REPRESENTATIVE OF THE CITY OF
RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER
OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST
PERIOD
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, INSPECTIONS 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.
VERTICAL wA.RR,
r' = 10'Nw ITY OF
ENTON
RJC R
DE m;
VS IVAMOV
amem. DATUM
JCF Planning/Building/Public Works Dept.
MALE AISOMMLY
RJC
W-399003
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AMMME
DEVELOPMENT ENGINEERING
IFitz-James 01/26/2018
WATER UTILITY
Abdoul Gafour 01/26/2018
C ORTONA BUILDING
DETAIL SHEET
C2.01
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FORME WORKS I CEMENT CONCRETE
DEPARIII CIOEWALK
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REVISION
WATER UTILITY NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY.
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 KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO
3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS
DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
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 IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
800-424-5555.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE
PRE -CONSTRUCTION MEETING.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS,
AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS
UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
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 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 WRAPPED PER ANSI AWWA C105/A21.5-93 STANDARDS.
T CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED PRESSURE RATED AS
NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87, CEMENT LINING
SHALL BE IN 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 C110 -A21.10-87 OR ANSI AWWA C153/A21,53-94, THREE 3
INCH TO 12 INCHDIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED
JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION
OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE
PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA
C1531 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN
ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH
SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE
OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE
WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE
(AWWA C509). 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.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION
TYPE 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 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 DIAMETER OF MALE THREAD 4.875 AND ROOT
DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT
OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS
WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT.
CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS
UNDER TEST PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE
THREAD X 5 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 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO
WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE
ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT
CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH T90 COATS OF PAINT, PRESERVATIVE PAINT
NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL,
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE
HYDRANTS, LATEST REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES
BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF
48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO
BE LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE
CLEANING PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES
AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER
URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY.
17. 'PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR
WILL PERFORM THE CLEANING OPERATION.
BY I DATE I APER
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI
OR 150 PSI 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 PRESENCE OF A REPRESENTATIVE OF THE CITY OF
RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER
OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST
PERIOD
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, INSPECTIONS 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.
VERTICAL wA.RR,
r' = 10'Nw ITY OF
ENTON
RJC R
DE m;
VS IVAMOV
amem. DATUM
JCF Planning/Building/Public Works Dept.
MALE AISOMMLY
RJC
W-399003
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AMMME
DEVELOPMENT ENGINEERING
IFitz-James 01/26/2018
WATER UTILITY
Abdoul Gafour 01/26/2018
C ORTONA BUILDING
DETAIL SHEET
C2.01
Fl
Fe