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rOl NDARY
WANSM 4DNT5 UJST a IWALLER 19' MINIYLIU rW W.%I-.
lam or WlEk M.
PUB1.1[' YI€IRE.- 2 AND 1 ',," 1 ATER SERVICE LOCATED SM, PLAN - WO.3
l)EPAP7ME.,�T IN RIGHT OF WAY BEHIND SIDEWALK
AND 1 2.
R WATER SERVICE
H.T.Q.
TESTING DETAIL
±10 FT
I
riEW WATER ONE
EXE5nNC TEE. DVO ErYrG LIKE. CAP f)R PLUG
DO N(>t 06'TURU BLOC OIG
vMrCAL CROSS (Mjxr-) rOR Po} YMr,01Nr,
I-SUKD =LAN D. ON TOP VITH 2 7AP $t 2 PLUG;
T - BLJh a F L"E ()N 8()rMI4
t--PLUG(M.I) yl /2-TAP & 2` FtLCW-O f
FINAL 0NNFQ 0 __DETAML
EXIST. WATZR UNE
Nrw 1lIrAFTrR E iNP
yl
APTfR ALL TESTING. MTANING 8?' POLVPsG AND DMlN;rr-taN.
REMOVE TEMP. ElLOCK & BLCIr-CFF aid CON ECT
TO f_x1STtNG :WATER LINE WITH SLEEVE (11IL.1)
AND D,I, SPOOLS
VITAL CONNECTION BY CITY rDRCES
PL'auc WORK CONNECTION TO WATER MAIN am, P3AX �- 9Q0.5
DLVARTWIti ; EXISTING TEIE OR IENE) LINE OAP
'tiinRCll ;'CIO
CONNECTION TO WATERMAIN AT END LINE CAP
r.Ir• Qr,m
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'AAyE RLilln I10AIN t.00Er;TfY1 ro tIr SANTAFr'} SEWM -rr7U
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407 EE: flSEO FOR �rtmr AROLI4.'0 71a1 Obpllll mLA
-iA E UEAFPL:Y DELIhEArEb WZF54 WAYS T6 DGCVA AND PPVr F
FI1DIT-4r-EfiTFf AGREEMENT MUSTFT RE (8,iN1)rD YG THE
CF A?EN-iH rom INSF'Ecnm aF THE.00CVA F
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1
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IF(' LOPED V001. VL t FP
FLA.NCt Cp.JFUNr ADAPTOR ri4&- rLOM alck,
a.FYPa YE0 VDC9A ON MAM ONE IN h4M1Il0N1AI, PCJIFTlrM 04LV PER
LATEST avT Orr HCAL H APPRI)YED i.IST Ou NAOILr'L04f PAEVWIM4 IUYATIoh vt* r} ail "
OEYICE13) $otTqu OF 0XIM SHALL K n I1wrIMUw Or 74 WCH ,r1RM
IW6A Liv(% ArO HOY }11Y. eft THAN 3 rYtT W,4XWLW d '510 1. 1
q:OWCACTE FADS eAll ADJ1J5TIL#L4 PIPE WIFFORT =U4tN5 'JNMR
UOGv4 hViVITma Syu$� lypE {"[IqT,
4. Ins It Y M+Lm .'0 91. REkLm4t1 *AU VArk 1AWLW wore4t STA#040N5 P171 xD to ROM
AUU YtI1Wrtil iN Ak'L' wtOkMgL A I H L ! 1
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QWSTC4 1V TH A OILMWL FP7 AU SFM�S.rt.,Ik�NLATL mWrf TW C14 T-W
i,I.FTSiOE OF THE 10aMNQ Wk- (WAU +r,, 17 TYPE)
fl. 5NNE, tYK C1;AVItY CHFCK VALVE. PURGE HTH MALL 0:0 IN VAJLT
oR of rgm 9yndllh40
IA A'r 4- . G' LULL E'LDM. THREADM
FA U4 L151M fMlp DtFT- CONNCMICK UL 413t-pV Akf AWAY FANS,
LCCAIE W1NIN 40 fE{1 4rwxIMLrN CF tL PUBLC FIQl +INM.AfFL
AFT;? FIZU W$TALLA-YOri, VAIN DI)CYA AND U r-PAFQ DCV14
MSrgF BC 7STE4 SAitsrAcTomi Y BY A JPFAFrTMEM' Or PIEAL111
CfRTrFI€J5 BnCAr-LOW ASSPMOLY TEVIM. TEST PFlq RT MUST OE
5L"ITTM TO PlIT EF F6MTC7k.W4-FA E.
VTIUTY CNEJr>a1Nro
OEPAR'71JEYr pRIflR 1.o AETfUAT10t1J f} P4EIY LIME NTALL
wdSF ,Yr` FLA mr -S' COCF{3 WRF ,r4" FLARE I AP5
INSIDE BUILDING INSTALL FOR IN AND STD, �1i1� - 36"
# T'[ TiT,IC WOEtS{ LARGER DETECTOR DOU13LE CHECK
Ii>iP_lFt1ld :T VALVE ASSEMBLY MARCH a)20
f:AE HYORANT SHALL BE COREY-*VPE EQUAL TO IQKA F-5110 OR
W�`IPFI SSON Y'E SU04 AS C" MEDALLION; M # H 422, MUELIER
5urFR CgNlUR,bw 7flo, calla wn1CFzQL4 OAcEN 0714 15' mFnH kHwA
nINT INLET WTH LUG& 5--1/4' 0ilw VAL1fE OFTEMN13, TWO 2-1/2'
44LJSF 1:0NNq C.TIQH9 NATIONAu $lALCARD THRE D& 4' PILMM13ER
ONKr,-nON ♦OTY Or SCArU 1T PLlr_AZ VAT}' AL ' 1IM ADAP1CM.
4.$7W SEATU TNRFAI) k 5' STORZ, ATTACM111) WN 1/8' 5TAALES5
S rt L OAELL 1-1/*' aENTAGON-QRERAT14G wUY. ft7E HYDR 'T TO
IE PAiRl-liD 004 1WO COATS of PAW. 9CLLY-M03kE/I+ SLRvA?rE
N414' Na. 5IJ'Ak-.%3 U TM AC -All W {t M SAFE TY 7'll I G* OR
AvPkQ i!�.D tOUAL- PUMPIE14 ODNNOC-n&l tO $'AkCE FlUADWAY PA A51
DIRECTED EIY TIC-' CS KIRE DERNITMENT FIRS HYDRANT EXTEN90N 1`0
AL L150 Fr PIEQLFUFEp
FAIN 19' 19 20' f3E:13NU 9ki;K OF'
GUPfB OR I'Z` I E HIND SADC OF
"r
SIDEWALK THAT IS ADJACENt M
GURId
rTMD.-PIECE
GASt RON VALVE 501t IMTH LUG
+ 'Wr.K Cs7r'aCRF.7T PAD AROlND
T1414 CIv3 re rt)LJAL TO ini.vFAPht ra�na!,Mle m
4i HN111W 'IV MAMH ti.MWAIK.
STMOAM R' T'0P SECTION -01"'+ RE4ULAR 11ASt
� �
E`10' ION JOINT AT
aAO1R ",X #Ilpr;tiYALL1(
CONCITLn =XI WALIC
OR HLAf6TS9 STr11r-
L
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+�; RI'4u11tLJ;.
RMgll) PAi.EVEk'F.1I,kRKn T►K 4II-A
iTIV301101! TWD-WAY OWE FIST'.ELTIti'tw
. t
58' MIN
Frff
COVER fkrGOkMTrL VLOCkINP
& ti
MAN I.IFur. TI:_ VAII I Ie" I L.AhITA 901. fxl lf.L1
I 0- f.A1It VALVE (FL 1x VA AWWA C-%kA, RL$LA_NT 19 ALI
e' -JUC1u.r IKON PIFI�, [!LA! t1' C. &NT LINCJ% klLNllt1" 10 rl'
2-$ 1 CR- TU4 51EEL TIE RODS,
1is' r E" II 4" wtJltJLJM r Y/4F14 Or ,=1 f' *71" VRAN ROCII
CONcREIE BEARWN 1.. AWW RCJUI Fl,u9c.F_ N-AiM ai 411L
AI,OS�S UND R M YEM 191' RIOLWT YLM F11-M MMNl4 TOP AfNQ SiDE'= jF
LEVEL ALL (RI1LIrld LEVEL ALL $RMMD
rnN 3' HAIiiut;
1 �NF= UAN ROCK
,1 1 t
I� t
YY ti _ p I f�_4
£i' CONCRETE PAD r_i � L C." CONCRETE PAD
LLL
HYDRANT LOCATION IN CUT OR 0I1
STD, Pux — 810,E
•,, y. I'1113L1C IYOiTfi'9 I<IRE HYC�F3,4N'T AS.�EE411F.�L.V
131-11ART�ERR
FIFE HYDRANT ASSEMBLY
N.T.S.
WATER UTILITY NOTES AND SPECIFICATIONS
WATER PLAN GENERAL N M Stwkdwd Rm Nn 3W
I" ALL WORK AND MATERIALS SHALT BE IN ACCORDANCE WrFH THE LATEST EDITION OF THE CITY OF RENTON IrIJR K ULfO im
STANDARD SPEC3FICATION5 AND SPECIAL P4FOWSION$ AND WSWT f APWA 5TANDARp SPECIFICATO l,5, LATEST EDa" AS
AJM€NDF0 BY THE CrTY OF RENTON. A SET OF CITY APPROVE D PLANS SMALL XEPTATT14E JIOR WE'A114ENEVER CONSTMJCTM
161N PROD RiNS. A PRE. CONSTRLFCTRDN CONE ERENCE SHALL " HELD PRIOR TO TH E START OF 0DN.5TRUCTION, THE ONCRAvCTOR
AND OR DEV€LOPEA 5FIAL.L BE RESPONSIBLE FOR SECURING ALL NEGES5ARY PERmrT5 PRPDR TO014Sr IIACTFift
- AU EXI!51ING IJ T 101If$ 5RALLL REMAIN IN SERVICE DURING L"OHSTROCTION VNLESS OTHFITyL a NMf D- TTWE CONTRACTOR SHALL
CALL 1-9DO1,424-5555 10 VkAlY Ut1Ut a LOCAl71ONS IlEPORE BEGINNING "CAVA1110N,
3. ALL MATERIALS USED FOR THE GOHSTRUL70N OF WATER SVMIM 1MPAO`VEMEM5SHALL HE NEW AND UNDAMAGED. AND
'CATALOG CUTS FOR ALL MAT€RMLS SHALL BE APPROVED IN WRITING eY THE CITY OF RENTON PRICIA TO EL NGiNG ANY
MATERIALS ON -SPIT.
4 ALI WATERR MAN PAVE MATH IAL5 SH ALL BE CEMENT LINED DU TFLE IRON PIPE, THICKNESS CLASS 51 FEN AWWA C 1S1 AND C
104. PIPE JOINTS SOU BE PUSH -Ohl OR M ECHANICAL JOINT- CAFE IRON OR DUCT ILE I" PIPE FRTIKS $HAU IEE CLAS.5 250 AS
PER ANWOLWWACL]WAZ,LM, Ali OUCTJLE IIION PIP€ AMID FITTINGS SHALL BE 4VRA PW VIRTU R-MLMAI CIR;, TURF -TYPE•
POLYI11HYLEM PLASTIC FIR AWWA C105 STAxNDA PM.
S. MINIMUM COVE R FROM TOP OF WATER MAINS TO FINISHED G RADE SHAL L BE 36 INCHES FOR PIPE DIAMETF R OF SD-4NCH OR LESS
AND 49 I FICHE S FOR PIPE DKAM ETE R OF 12-INCB AND LAKEN- MAX IM LIM COVER #LtiR ALL WATTA MAINS 5-HALL BE 50 ACHFS
ANY DkvuL110N5 MUSJ N APPROVED BY THE CITY OF RF_NTON PRIOR TO CONSTRUCTION, WHERE Ulluly OONFI.IC`15OCCL,NC
THE P14OFILE C* THE WATER MAIN SHALL RE ALOIUST'E.t7 AS MECES5ARY TO CLEAR CONFILIM AND TO PROVIDE MiN mum {LIVER,
PIPE DEFLECTION SHALL NOT EXCEED ONELFALF OF PIPE MANUFACTURER'S SIP@CWICATOON "#Uk OF PIPE USED ALL Timm"
WI,CXFILL SKAU YE MMPAI7tD TO 95 PERCENT MAKIMOM CRY DENSITY AS DETERMPNI: BY THE MCOFIE D PROCTOR TEST
MEINOD IMOD) IN RCJMWAYS, IIOALIOYVAY SMOLADERS, ROADWAY PRISM AND DIlUVEWAY5, AND AS PERCUC MDO IN UNPAVED
AREAS- Atli PIPE 70HE EOh11PACTION $HUALL BE 45 MOD.
6, C09001E BLOCKING F 4 WATER MAINS SHALL BE DESIGNED, INStALLE0 AND POURED IN PLACE IN AkCCTW mA ma WrTH CITV OF
RENTON STANDARD DETAILS AHD SPECrF1CATIONS AND 5HA LL BE INSTALLED AT ALL VERTICAL AND HORmONTAL {RENDS- FITTIHFGS
AND WE OP FIYURANJS, MEGAAUGS [OA SIMILAR PROOUCt) MAY BE REQUIRED ON ALL MECHANICAL 401HT, IN AnENIION to
CONCRETE BLOKIING.
7, AU NEW WATER MAIN PIPES ARID Fr n INGS SHALL. HAVE A FOAM PIPE FIG RUN THROUGH THEM PRIOR TO I:R Iran r4iI5H E O.
DL58NfEMD, AND TESM. CLE MNS, PRESSURE AND PUR11YIMING SHALL K DONE IN THE OFILSk?Kl Or- AND k1F1a0 THE
SUPEiIrfS5110N OF A Crry OF ILENTON LJTILf7Y INSPECTOR. THE CONTRA00I11 SHALLSUPKT, MWAILL AFC NEMCVE PLUGS,
COIIPONATON STOP$, UOW4015 A$UMOLIIf;.S AND Ti1M1,J$1' IIWRAINT I RL=IN0 FOR TESTIWG AND PURM ACCEP I A4Na. NO
0014I K710H ILK JL ME MAplt pETINUN THIF NtW MAW OR BETWEEN THE NEW WET -IAP VALVE TO AN ExISTING MAN UNTIL
THE NEW PIPIMG HAS BEEN FWM,P16GED, DWNFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PVRFT;'f IESFING.
as- NEW WATER If .A" IbtCIAADINO SCRt li I.AIEAALS $HALL RE TESTED AT A STATIC PRLSSURF CIF ISO FM A wm WOIIKJEIC,
PRESSURE *ITK air MINIMUM (IF M PSI TEST PAMURE FOR IZD MINUTES WITll A MAWtL t OF 5 P51 PRESSURE DROP OUPLIK
THI ENURE TEST PEPIIGTD. UPE)fIl SA70ACTORY COMPLETION OF THE PRESSURE TEST. 7HC LINk %"L Bf DI,WEC'TM, PtUSHIM,
AND I lit N WATER SAMPLES S1#A1LL BE TAKEN FOR PURM TESTING M1Y THE PUBLIC WOAXS hL"Cnx
9 1 FFL CONTRACT OR SHALL NOTIFY THE C"Y OF ftNlr0N WAY E R UTILITY AND MMNTLUAM DEPAVITMENTS AT LEW 1Jo WOiFMUG
DAYS PRIOR Tp MAILIFJG rONNECTION5 TG THf MSTIN6 WA,fEFt SYS7EM. THE C0KnVkCr M SHALUE%PCri TK EOS NIG WAFER
MAIN AND f-M INGS Al THE CONNEL71ON POIRr BEFORE ORDERING TFIE NECESSARY ADAPTORS AM FfTTMS RE0J1 D POR
1 HL FrNAL GbNNECI ION, THE CONTRACTOR SHALL LXCAVATE,11Er90W ALL SLJOAa MATkALAA AND Plt[1VEDIE SHOPW*G AND
ALL MATERIALS REQUIRED F-OR THE CITY QF RENTON TO PEFIILORM THE CONNICTICWl0 THE E]CI$*'ING WATa SYMSA, THE
CON1 RALTOA SHALL PROVIDE: AND IWALL RACRFILL CDPIlIC ME BUXI(ING, ANO CDMPLM SURFACE RES?CJEV4TKK
*I;�'1• I':111trylICw}H4;WATER PLAN
. PLAN - 30M0
)OrriiMf1T
MARCH 20110
1. ALL WORK MATERIAL SHALL HE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF TFlE CITY OF RENTON PLAN NING& BUILDINGI PUBLI C WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOTIAPWA STANDARDS AND SPECIFICATIONS. AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS 8; SPECIF=ICATIONS- A SET Of: APPROVED PLANS SHALL BE KEPT ON SITE A a
ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMFTED TO 8:3D AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301-THE
POUGE DEPARTMENT_ TIRE DEPARTMENT, AND 911 SHALL BE NO-11rIED 24 HOURS EN ADVANCE OF ANY WORK IN THE RFGHT OF WAY-
3- ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE TH E CONTRACTOR'S RESPDNSIBILFTY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR D€STURBANCE-
FOR LFFILITY LOCATES CALL48-HOUR LOCATORS 300-424-5555.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMFTTED 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 198311991 METERS UNLESS OTIHERWSE APPROVED
BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT- REFERENCE BENCHMARK AND ELEVATION S ARE NOTED ON THE PLANS-
S- ALL WATERMAW PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C11D AND C111 OR LATEST REVIS€ON, THICKNESS CLASS 52- CEMENT MORTAR L[NINO AND SEAL COATING SHALL CONE=ORM
TO AWWA C104 OR LATEST REVISION- PIPE .POINTS TO BE PUSH -ON OR MECHANICAL JOINT- 13EDDIN0 TO BE CLASS C- ALL DUCTILE IRON PIPE ,AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSIIAWWA
c1051A21-5-93 STANDARDS-
7- CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED. PRESSURE RATED AS NOTED ON PLANS. AND IN ACCORDANCE WITH ANSIIAWWA O11DIA21-10-87- CEMENT LEFk1ENO SHALL BE INACCORDANcE WITH
ANSVAWWA C1D41421J4 JD- Ir FITTINGS ARE 3 TO 121NCHES I DIAMETER AND HAVE MECHANPCALJOfNT$, THE FIMNGS SHALL IN ACCORDANCE VVITIH EITHER ANSVAWWA C11D-A21-IM7OR ANSVAWWA C 1 5NA21 _53-94-
TH RE E (3) INCH TO 12INCH DIAMETER FITTINGS_ WHICH RAVE MECHANICAL JOINTS ANDIOR FLAN GEDJOfNTS. SHALL BE IN ACCORDANCE WITH ANSIIAWWA C11D1A21-10-87 OR A COMBINATION OF ANSUAWWA
C11WA21-10.87 AND ANSVAWWA C15NA21-53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MEGRAN[ CAL JOINTS} MAY BE WITH AN5VAWWA G1E531A21-53-94 AND THAT POR7TON OF THE FITTING WFTH FLANGED
JOINT(S) SHALL BE IN ACCORDANCE WITH AVVWA C1101 A21-1"7- ACCEPTANCE TESTING IN ACCORDANCE WrFH SECTION 53-53 OF ANSEIAWWA SECTION 10-4-3 OF ANSVAWWA C1101 A21-1O-87 SHALL BE OBTAINED B
THE CONTRACTOR AND TRANSMITTED TD THE OWN S=R-
8- GATE VALVES SHALL BE IRON BODY- B RONZE D-M DU NT E D. DOU BLE DISC WITH BRONZE WEDGING DEVICE AND O-RFNG STUFFING BOX (AWWA O500} OR OF RESILIENT SEATED TYPE (AWWA C5D9)-VALVES SHALL BE
DESIGNED TOR A MINIMUM WATER OPERATING PRESSURE OP 200 PSI- GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9- FIRE HYDRANTS SHALL BE CORE TYPE (OPEN IN WITH THE PRESSURE) OR COMPRESSION TYPE= OPENING AGAIN ST PRESSURE) CONFORMING TO AVVWA C-502-B5 WITH A 8 INCH MECHANICAL ,JOINT INLET ONE] A AAAIN
VALVE OPENING (M-V.Q.) OF 5-1A INCH, TWO 2-112INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-112THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEVI! SEATTLE PATTERN 6THREADS
PER INCH- 80 DEGREES V- THREADS' OUTSIDE DIAMETER CIE MALE THREAD 4-875 AND ROOT DIAMETER 4.6263- HYDRANTS SHALL HAVE A 1-114 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNT>=R
CLOCKWISE (LEFT)-
10- THE TWO 2-112INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESION AND PROPORTIONS AS THE HYDRANT STEM NUT- CAPS SHALL BE FFTTED VIf11TIH
SUITABLE NEOPRENE GASKETS FOR PDSVFVE WATER TIGHTNESS UNDER TEST PRESSURES-
11- THE 4 INCH PUMPER NOZ LE SHALL BE FITTED WITH A STORZ ADA PT ER_ 4 INCH SEATTLE THREAD X5 INCH STQRZ- STORZ ADAPTER SHALL BE FORGED AN DI OR EXTRUDED 6961-T6 ALUMINUM ALLOY- HARDCO,AT
ANODIZED. THREADED END PDRTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART- STORZ FACE TO BE METAL, NO BASKET TO WEATHER- STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBED
GASKET. AND SHALL BE ATTACHED TO HYDRANT ADAPTER WFTH 11B INCH. COATED- STAINLESS STEEL. AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL
13- PUMPER CON NECTFON TO FACE ROADWAY ASSEMBLY.
14- FIRE (HYDRANTS SHALL BE INSTALLED PER CFTY OF RENTON STANDARD DETAIL POR FIRE HYDRANTS_ LATEST REVISION-
15- ALL WATERMAINS 1U INCHES AND SMALLER TO MAINTAIN A MIN IMU M COMER OF 361NCHEs BELOW FINISH GRADE. ALL WATrz RMAIN 121NCHES AND LA RGER SHALL BE= AT A MINIMUM OF 45 INCHES BELOW FINISH
GRADE- WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR-
16. ALL WATERMAIN S 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS` SMALL BE GFRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL,
2 LB; CU- FT- DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON TI-1 E REAR OF -PIG" ONLY-
17- -PIGS- SHALL BE CYLINDER SHAPED WFTH BULLET NOSE OR SQUARE END- THE= CONTRACTOR WILL PERFORM THE CLEANING OPERATiON-
18. ALL WATERMAIN S AND SERVICES SHALL BE PRESSURE TESTED TO MINIMUM OF 200 PSI OR 150 PSI OVER DPERATENG PRESSURE, INACCORDANCE 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 OUANTITY OF WATER LOST TROM 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 WATERMAENSANDSERVICE S SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MFNIMUM CONCENTRATION) CHLORINE,1rIlATER SOLUTION. DRY CALCIUM HYPOCHLORETE SHALL NOT BE PLACED IN THE PIPE
AS LAID- CHLORINE SMALL BE M ETEREEPA NJECTED IN ACCORDANCE WITH SECTION T- 11-3(12)E= OR 7-11-3(12)F OF THE STANDARD SPECIFICATIONS REFERENCEDABOVE
-
2a- 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 NOT[CE WTLL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION-
22- rF SHALL BE THE CONTRACTOR'S RESPONStBILJTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARnNO CONSTRUCTION
23- INSTALLATION Of: CORPORATE STOPS. WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CON STRUCTTON PERMITS. AND PAYMENT OF FEES HAVE
BEEN F4+TArykDE TO THE CITY OF RENTON.
24 ALL CONNECTION TOE ISTIN G MAINS [S TO BE ACCOMPLISHED BY THE CITY OF RENTON EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP
RECORD DRAWING
03-15-2021
NO RECORD INFORMATION
SHOWN ON THIS SHEET.
REUSE OF DOCUMENTS
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architects
0 Pacific Avenue, Suite 450
Tacoma, W'�Af9 40
253-572-4 ,+V
PROLOGIS
12720 Gateway Dr., Suite 110
Tukwila, WA 98168
20-414-762
CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT- ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIE LD BY THE W-404204
CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFI CATIONS.
25- INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CFTY OF RENTON. IT SHALL BE THE CONTRACTOR'S RES PONS IBI LFT Y TO NOTIFY DEVELOPMENT
SERVICES TWENTY TOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AS -BUILT DRAWINGS-
25- CONTRACTOR TO PROVIDE PLUGS AND TEMPOIRARY BLOW -OFF ASSEMBLIES POR TESTI NG AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN-
27- ALL .POINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS. BOLTS, ETC-) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY O= COLUMBUS OHIO.
OR EQUAL- APPROVED IN WRFTING BY THE PUBLIC WORKS DEPARTMENT.
28- ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO MINIMUM DEPTH OF TWO (2) INCHES- 01L MAT STREETS MAY BE SPADE CUT- ALL SURrACE
CONCRETE, PAVEMENT, SIDEWALKS, CU RB, 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 PLACE=E], TO CITY OF WATER UTILITY
I N I D E BUILDING INSTALLATION FOR 3EI RENTON POLICY, WITHIN 10 DAYS- CALL FOR SUBGRADE INSPECTION PRFOR TO PLACEMENT OF FINAL PATCH- -
p p qq 30. FOR CFTY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE B0 PVC PIPE- SCHEDULE aga fOUr 07/S1 /201 g
AND LI R ER DDC }'1 N.T.S. INUNIMPROVE DAREASAND SCHEDULEE0PVCPIPEUNDERIMPROVE 1)AREAS.
1
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3
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REVISED PER CFTY COMMENT LETTER DATED 12/21 113 JPE 04/02/19 mAvtrm. I +IEFr DAL- Ntkro 15ee PR L al RENT
1 f'r� FONrfL fbA i9E3/ 1441 CITY
OF RE',fISED PER CfT'f COMMENTS DATED 0507E 19 JF�E 06f03 19 �; 1'11,3 a
RENTO� j �� TER R�,
REVISED PER CFTY COMMENTS TO C2.0. 6-0 & C6- IRE OG/21 f 19 J. Eaves J. Hein
REVISED PER CFTY COMMENTS TO C6.0 JRE 06/25f19 J. „ ,� Hen Record Drawing documents 03-'
REVISED PER OFTY COMMENTS TO NGPA� & WALL HEIGHTS JF?E 47f23f19 CHr1CIg DATUM
S. Nelson AT FUEJ v�.r Planning/Budding/Public 4VprI<5 Dept.
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WATER NOTES AND DETAILS
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