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SW 1/4,SEC.20, T"29 N",R.05 E., W.M.
<br /> NOTES SNOHOMISH COUNTY WASHINGTON
<br /> 1. ALL TESTCOCKS MUST HAVE BRP55 PLUGS, f
<br /> 2. TESTCOCKSMUST FACE UP OR SIDEWAY5WHICH
<br /> EVER IS MORE ACCESSIBLE. NOTES
<br /> PARTS NOTES
<br /> 3. PROVIDE IS
<br /> IN PEDESTRIAN
<br /> WALKWAY.
<br /> A.UL-FM LISTED SOFT SEATED WA STATE APPROVED 1.HE AND GATE VALVE REQUIRED ON MAIN. A. A I FORD R.ALL
<br /> MUELLER ON DOUBLEEXISTING
<br /> ATTR MAINS SAIDUESHALL
<br /> WITH)DONE Y THE CITY OF
<br /> ONALL MAINS IES
<br /> IF VAULT IS LOCATED IN PEDESTRIAN WALKWAY. B DOUBLL CHECK DETECTOR VALVE ASSEMBLY WHICH OERARTMEENT AT THEEE DEVELOPERS IORICOrvTRATCTOPSIE%DENSE`BF DONE BY THE CITY OF EVERER UTILITIES
<br /> 3-MINF B MUST BENSTALLED IN HE SAME ORIENTATION FOR 2.:rUDETECTOR cxfcES ARCNm PaOVEo
<br /> WHICHRWg3 APPROVED.ASSEMBLY TOINCUDE; BACKFLOW PREVENTION DEVICES. B. H"BRASS NIPPLE
<br /> 3 WHICH WASA"BROVED.SSEMBL(TOINWRH C. HEAVY DUTY Z"GATE VALVE WITH RESILIENT SEAT AND Z'OPERATING NUT.GATE VALVES SHALL BE"WATERO,v
<br /> / SERIES 2500 OR CITY APPROVED EQUAL.
<br /> IN-LINE VALVES AND A 5/8'REMOTE METER.METER 3.ASSEMBLY REQUIRES CERTIFICATION UPON D. MUELLER H-1SASIN OR HAS-OR APPROVED EQUAL.USE APPROPRMTE STAINLESS STEEL INSERT STIFFENER
<br /> FC TO READ IN CUBIC FEET,AND BE REMOTED TO AN INSTALIAOONANDRECERTIFIGTIONANNUALLYBY 2 WITH POLYETHYLENE TUBING.PHYSICAL BENDS IN POLY PIPE ARE NOT ALLOWED,USE BRASS ELBOWS.
<br /> F%TERNALWALLOF BUILDING METER BOX OWNER.
<br /> FLOW 3"MIN IF E. RESIDENTIALSERVICE
<br /> B.UNI-FLANGE WTHSETSCREWSORMI%FLADAPTER 4.ALLTESTCOCKSMUSTNAVE BRASS PLUGS. FOLLOWING REQUIREMENTS:
<br /> PARTS I WITH MEGALUG RESTRAINT FOR BOH UPSTREAM 1.aROAW ��PO01YCxYLENE TUBING MEETING THE FOLLOWIN
<br /> E AND DOWNSTREAM OF ASSEMBLY. 5.MAXIMUM HEIGHT OF ASSEMBLY FILOM FLOOR IS b.ASTM 02]3),SIDR9(PR3608/4]10).
<br /> A.WA STATE APPROVED DOUBLE CHECK VALVE TME LEFT UNLLSSgN OSNAgPPROVEO PLATFORMD ASTM 3350-PE3fi08 OR PE4111
<br /> ASSEMBLY. C.DUCTILE IRON PIPE ISIZED AS REQUIRED)CIlSS 52. PROVIDED.
<br /> B.IN NON-TRAFFIC AREAS USE: D.TWO GALVANIZED ADJUSTABLE PIPE SUPPORTS FOR 2 6.ALL dMENSIONS ARE MINIMUM CLEARANCE Ff 2,PROVIDEq 10AWG,SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATNG SUITABLE FOR
<br /> PRECASTCONCRCEVAVLT(UNUTI(VAVLTCO REQUIREMENTS. O DIRER BURY.
<br /> 233- OXAPPROVED EQUAL)ORPLASTICVALVE 1/2'DIAAND LARGE DIRE. U a.WRAP WIRE AROUND TUBING,ONEWPAP PER FT,ITS ENTIRE LENGTH.
<br /> PIAN BOX(DTLITY VAULT C01324-12L OR APPROVEDA E. ASUFFICENTLYSIZEDFLOORDRAINORWALL ].FIRE DEPARTMENT PUMPERCONNERION MUST BE W F fi OFCHEEOTHER END IN THE MONE END AROUND NETER BO%E BOLT BETWEEN TWO NUTS AND E%POSEq MINIMUM OF IB"
<br /> EQUAL) F FOOTING DRAINMUSTBEPRI-DEDINHESAME DOWNSTREAMOFASSEMBLY. s -
<br /> C.IN TRAFFIC AREAS: ROOM.DRAIN TO SLOPE TO OAYUGHT OR CONNECT F NON-RESIDENTIAL SERVICE
<br /> A TRAFFIC LOADED BOX MUST BE USED AND TO STORM DRAIN SYSTEM. 8.THE OSY VALVE CAN NOT BE USED AS A POST E VALVE 1.PROVIDE 2"TYPE N COPPER TUBING MEETING ASTM EM,ANSI/NSF 61&APPLICABLE IAPMO STANDARDS.
<br /> B A LOFATON APPROVED BY THE THE CITY OF INDICATM VALVE.(HESE ARE ONLY PART OF THE
<br /> €w EVERETT PRIOR TO INSTALLATION. E EXHRNAL DOOR WITH KEY IS REQUIRED.EITHERA BMKFLOWA535'.) G. BRASS ELBOWS&NIPPLESAS NEEDED.
<br /> 3 O
<br /> LOC KSET IN THE DOOR HARDWARE ORA KEY VAULT CHECKMETER SETTERSBE
<br /> fE 5� GRAVEL AT THE BOTTOM OF BOX. MUSTACCEPTHE X IF A MLIGHT DRAIN CANNOT BE PROVIDED THERE (I.E.SUPRA SS.)WITH A I SIT'DIAMETER%11/8' VALVE H OUTSET OR APPROVED EQUAL D"]OSERIES COPPER SETTER VBH)]-12B-11-]]WITH HORHONTALINLET AND
<br /> MUSTBEAA"MIN IAYER OF FREE DRAINING PLAN LENGTH MORTISE CYLINDER,MORTISE CYUNDER I. METER SHALL BE SUPPLIED A...NSTALLED BY CITY UTILITIES DEPARTMENT AT THE DEVELOPERS OR CONTRACTORSCITY STANDARD"BEST"LOCKING EXPENSE.
<br /> SYSTEM.HE WIDTH AND HEIGHT OF THE DOOR S) J. PROVIDE METER BOX BODY MANUFACTURED BY"MEN PRODUCTS MODEL RMB-1730-12',MOUSEHOLES CUT,
<br /> E.ANGLES MAY BE IN OR OUT OF BOX SO LONG AS MUST E%CEFD HE WINN AND HEIGHT OF THEW ITH AASTHO H-20 RATED DUCTILE IRON FLUSH SOLD COVER LID OR EQUALSUFFICIENT ROOM ISALLOWED AT EA[H FNO FOR ASSEMBLY.CLEARANCE BOH INSIDE AND OUTSIDE G K. PIACESAWOLIST IN METER WOK AROUND PIPE TOTOP OF METER TO PREVENT FREEZING.
<br /> VALVE OPERATOR AND DNA REPAIR OR ROOMMUSTBESUFF-RITTOREMOVEASSEMBLY L ADJUSTABLE VALVE BOX AND EXTENSION SEE STD 505.
<br /> MAINTENANCE. INTACT.THE ASSEMBLY MUST BE FULLY ACCESMBLL
<br /> E (217 MIN HORIZONTAL CLEARANCE TO ALL VXUUi E
<br /> Ll B AND OR EQUIPMENT)FOR TESTING AND REPAIRS C G D
<br /> F G.FLUSHINGCAPA81LITIES MUST BE PROVIDED WITH
<br /> I
<br /> FLOW I i IDE OR SUFFICIENTLY SIZED INTERNAL DRAIN.
<br /> V MIN F
<br /> E
<br /> :F-
<br /> H.WHEREASSEMBLY ISTOBE LOCATEDABOVE 2"METERED WATER SERVICE
<br /> IMET PIPEEXTERNALGROUN LEVEL.ALL BENDS REQUIRED TO
<br /> LOWERDCOVERS TO P ALLBE IDE FLAN E UIREDFITTIN SOR BE z. GROUND COVEg SWILL gE FIANGF FITTINGS OR N CITY OF EVERETT EDW MHMIZOMALAND VERTICALHRUSRESTRAINTS.
<br /> E eePVUBLIC WORKS DEPARTMENT E I. HE ROOM SXOULD BE INSULTED WITH R-19
<br /> p ELEVATION mow, '°•"`1T•'K�"'_`W FREEZING.
<br /> GREATER AND HEATEDTO ABOVE TYPICAL WHEN FIRE ROOM 151E55 THAN ZII'FROM MAIN K
<br /> }LgT' DOUBLECHECKVALVE § B FLOOR FREFZING.ONLV CONSTRUCTION MATERIALS THAT
<br /> D CAN WITHSTAND OCCASIOMlSUBMERGENCE WILL
<br /> EVERETT rueuewoRKS CITY OF EVERETT
<br /> ASSEMBLY 520 8 BEALLOWED. PUBLIC WORKS DEPARTMENT
<br /> DNA FOR 3-12"&SMALLER SERVICE a WASHINGTON DEPARTMENT
<br /> °'Twuss `�� i.",'Z.�",'• j/1CfZOZO
<br /> 6 D ELEVATION f DOUBLE CHECK DETECTOR @ METERED WATER SERVICES
<br /> �DOUBLE CHECKDETECTORVALVEASSEMBLY ) VALVE ASSEMBLYIDCDA) 523 2" 502
<br /> CS•Q NOT TO SCALE STD,DR.520 2'&LARGER SERVICE INSIDE A BUIL DING
<br /> rDOUBLE CHECK DETECTOR VALVE ASSEMBLY METERED WATER SER VICES 2"DETAIL
<br /> C5,0 NOT TO SCALE STD.DTL 523 (,'$,0 NOT TO SCALE STD.DTL.502
<br /> PARTS NOTES NOTES
<br /> 1. POSTINDICATORVALVE IAV)PAINTED REDWITHTAMPERTOFIREAGRM PANEL 1. TEE AND GATE VALVE REQUIRED ON MAIN, FINAL JOINT MUST 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE
<br /> 18"%18.1(8' AND WITH STENCILED ADDRESS(WHITE,2-HIGH TEXT). BE SAWCUT BACKFILLED AND PATCHED WIH TEMPORARY
<br /> CONC.BLOCK 2. MPRHSINGLE EDBACADIET RDRY PI ENTIRE OT �J ,f�) E�
<br /> 2. DUCTILE IRON PIPE ISIZEDAS REQUIRED)CIAS552. gPPROVED BgCLFLOW PRNFNTION DEVICES EXISTING ASPHALT ASPHALT AT ISGRANEDTODO THERIM,UNLESS Cr�OFEYEpL••T•Z•LAA71TApl EWER NOTECr
<br /> CONCRETE TO MATCH
<br /> TCOXISTIN THICKNESS
<br /> CITYPERMISENG)EERGRANTfO TO DOOTHERWISE BYTHE 1. llLil[J ISZI JLi lL J
<br /> 3. SCHEDULE AO GALV.STFFL WRAPPED W/EMIL PLASTC. 3. ASSEMBLY REQUIRES NANDRE-ETFIGTON UPON TO MATCN EXISTING TXICNNESS CITY ENGINEER.
<br /> INSTALLATION ANDRE{FRTFIGTON EXISTING CEMENT A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT
<br /> y 6 4.
<br /> CLASS 52 DI HE FL%iL ANNUALLY BY OWNER. CONCRETE 2. ALLTEMPORARY PATCHES ON TRENCHES SHALL BE
<br /> 9 3 5 5. SWING CHECK VALVE W/BALL DRIP ASSEMBLY. 4. gLLTEST COCKS MUST IUVf gSS PLUGS.
<br /> E"MIN SAWC0 OR LINE DRILL UNDERLYING CONCRETE PERMANENTLY PATCHED WITHIN 2 WEEKSOF STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS.
<br /> BR
<br /> 3 6"MIN CEMENT CONGETE T COMPLETON OF WORN WITHIN ROADWAY AREA.
<br /> 6. FIRE DEPARTMENT CONNECTION(FDC),BRA55,PROVIDE KNOX LOCKING GPS, 5. ROUND MaxHOLE UUS ARE NOT TO BE USED. MATCH f%IST NG HICKNES50 B NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COHERED,
<br /> EXPOSED GALVANIZED STEEL PIPE TO BE PAINTED REO.STENCIL ADDRESS(WHITE, 3. CEMENT CONCRETE FOR PATCHING SHALLBE CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED,
<br /> F - B B 2-HIGH TEXT)ON PAINTED PIPE. 6. INSIDE DEPHIS TO BE KEPT AT A MINIMUM COMMERCIRLMIXASCALLEUOUTINWSDOT
<br /> O LLPIPEHROUGHVAULTWALLSHALLBECOREDRILLEDANDHAVEA"UNKSLAO AS PER DIMENSION IN SHICHES MOVE 6"MINGUSHED SURFACING COURSE INSPECTED,AND APPROVED BY THE CITY INSPECTOR.
<br /> STANDARD SPECIFICATIONS.
<br /> AND ORAS APPROVED BYCRY OF EVERETT
<br /> ] TO 01 YVAUVES EQUAL). / SEE STANDARD DRAWING fi14
<br /> BUILIMNG OS&YVALVES WITH TAMPER SWITCH TOAEARM PANEL OR CHAIN AND PADLOCK. UTILITIESSHALL BEINST T. C. APPROXIMATE LOCATIONS AND
<br /> UTILITIES HAVE BEEN OBTAINED
<br /> ). METER SHALL WITH ACCESS
<br /> DSUCH HATCHTHATOPE IT FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE
<br /> 9. FLOOXMDOEIR WITH VAULTULL-UPLAIDDER,WHDSIUC THNTOBf BOLTED RISHREOVAULT CAN BEREAD WNTERIN55HATCHOPEN EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE CONTRACTORSHALL VOID DAMAGE TO
<br /> VERIFICATION OF
<br /> y FLOOR ANDTACCESS WAIIH HUNTED SUCH HAT EAODEft 15 DIRECRYABOVE CND WIHOUT ENTERING THE VAULT. LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT
<br /> HE EDGE OF ACCESS OPEN)G FOR EASE OF ACCESS. SHOWN.IF CONFLICTS MTH EXISTING UTILITIES ARISE DURING
<br /> A 1 TAMPER A 30 UL-FM LISTED SOFTSLTED WA STATE APPROVED DOUBLE CHECK DETECTOR 8. ALLDIMENSIONS ARE MINIMUM CLCARANCE.
<br /> Q CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS
<br /> SWITCH IF VALVE ASSEMBLY INCLUDING 2-0.S.&Y RESIUENTSEATEO GATE VALVES,TEST
<br /> 2 COCKS,3/4"BRASSORCOPPERBYPASSWIHHIAINE VALVES,S/8"X34" 9. ALL BACKFLOWDEVICES
<br /> EUSIFILLBEINSTALLLD FINALIOINT MUST INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY
<br /> L_-__J REQUIRED IE EMETERW/E4LODEFFE0OLCUFTW/STUBANTENNA&A3/'DOUBLE INAVAULTOUTSIDEHEBUILDINGUNLESS BESAWCUT THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br /> CHECK VALVE ASSEMBLY. OHERWISEAPPROVED BY UIeLIleES SUPFRIHHNDENT. ASPHALT CONCRETE(3"MIN) CONSTRUCTION ON THE PROJECT
<br /> STE
<br /> PLAN 11 STATE MPROVEO DOUBLE CHECK DETECTOR ASSEMBLY. EXIING ASPHALT R
<br /> lo.FIRE SERVILE PIPINGS FROM Mx To CONCRETE 1'PLACEMENT PATCH TO BE THICKER THAN PREVIOUSLY EXISTED D. ALL SEWER MAIN EXTENSIONS MMIN ME PUBLIC RIGHT-OF-WAY OR
<br /> L3 ]z FRFG(RESTRAINED FLANGE COUPLING ADAPTER). BUILDING SHALL BE RESTRAINED. IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE
<br /> RISE ABLE 13 CITABLE PAOI.OfIt WITH KEY IN KNO%BOX 11.PROVISION SFORDRAINAGEOFTHEVAULT PRIOR TO STARTING CONSTRUCTION.
<br /> `AUTO TAMPER SHALL BE IN THE FOLLOWING ORDER OF
<br /> SPRINKLER' SWITCH IF DUAL2-1/2'FEMgIE FIRE DEP! PRECEDENCE: G"MIN 6"MIN CRUSHED SURFACING
<br /> REQUIRED INLET CONNECTION HR (NOT AI VAULT DRAIN TO MUGHT TOD COURSE )�[�
<br /> TAMDER PMNTED)'AUTO SPRINKLER' B)VAULT GRAINTOSTORM DRAIN SYSTEM 07 OFEVERETT WATERNOTES •
<br /> SEE STANDARD DRAWING 614
<br /> SWITCH STENCILED 18'X18'N8' SCHEOULE40GALVANDEDSTEEL C)IFNOPOSSIBLE MEANSOFGRAVITYDRAIN, •
<br /> ]0 AOOPFSSTO CONC.BLOCK PMNTEDRED,SH CIUEDADDRESS HENINSTALL SUMPPUMP A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED
<br /> PAINTED WHITE EXISTING ASPHALT CONCRETE OVER PREPARED GRADE EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION
<br /> FACESTaEET 12.SWINGCHECKVALVE ONFDCUNEMUSTBE DEVICE PRIOR TO SATISFACTORY FLUSHING,TESTING,DISINFECTION,
<br /> LOCATED IN A VAULT.IF OUTSIDE OF DCDA
<br /> scHEDULL Ao VAULT,MUSTBE IN MINIMUM 4'X4'VAULT. AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS
<br /> GALVANIZED STEEL 13. LOGTONMUSTBEDOwNSTREAMOF ` UTILI7T'CONFLICTNOTE.' Know what's below.
<br /> MIMPPEEDDWIH6 OCDAMIDUPSTREAMOFFOC g FINALJOINTMUST B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE 9
<br /> BE CEMENT CONCRETE IB"MIN) BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S CAUTION.• Call before you dl
<br /> 5 14.NEW HYDRANT
<br /> (OR LOG TED WITHIN)NG EXISTING CEMENT REPI_UEMENTPATCHTOBE EXPENSE THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT
<br /> _ FIRE xvDRA I RU 100'FOR R PRIM CONCRETE 1'THICKER THAN PREVIOUSLY EXISTED LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION.THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br /> ' 3 BUILDING BEING RENDER FOR SPRINKLER51. PAVEMENT DIMENSION,AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br /> NEW FIRE HYDRANT INTALEATON MAYK PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE PLANS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br /> EEDEDTO MEET CODE REQUIREMENT DATE AND TIME AT WIfICH THE CONNECTION SHALL BE MADE.
<br /> B `s ,,. AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE
<br /> >< TYPICAL WHEN FIRE ROOM ISMOREHAN)0'FROM MAIN S .•F "'' C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT CALLING UTILITY LOCATE®1-800-424-5555 POTHOLING ALL OF THE EXISTING
<br /> i a a STANDARDS. UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br /> ¢ 6"MIN •' 6"MIN CRUSHED SURFACING CITY OF EVERETT WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN
<br /> PROVIDE B`MINIMUM AND 12-MAXIMUM EVERETT PUBLIC WORKS TOP COURSE ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br /> CEARAECE MINIMUETWEIDx AND 12-MAXIMD BOTTOM WASHINGTON
<br /> Or n PUBLIC WORKS DEPARTMENT D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY
<br /> OFRACEFLOWASSEMBLY.WHEREUEwTHoNOF E SEE STANDARD DRAWING 624 •2;- �o.. PRIOR TO THE START of CONSTRUCTION.THE CITY OF EVERETT ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR
<br /> POSIITLIEVAULTDRAIN VAULTFLOORISTODLQWTODRAINTOMY IGHrt W .+m ...�.Eu. ^+ 1 � °P1" I�67301] PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br /> OR STORM SYSTEM,MUST HAVE 6-FLOOR DOUBLE CHECK DETECTOREXISTING CEMENT CONCRETE OVER PREPARED GRADE LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> OPEN INGFORDRAINAGELAPPROVEDBYHECIIY PAVEMENT PATCHING DETAILS 326
<br /> DCDVA ELEVATION A-A ENGINEER ON A GSE BY GSE BASIS ONLY). FDC ELEVATION B-B VALVE ASSEMBLY W/FDC&PIV 515 ?'s
<br /> fIxDA1T&L0.GG SERVICE E. THE DEVELOPER OR THE DEVELOPERS AUTHORIZED AGENT SHALL
<br /> NOTIFY THE PUBLIC WORKS DEPARTMENT A PERSON WHO CAN
<br /> BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON
<br /> �+
<br /> LCL+ E� PAVEMENT PATCHINGDETAIL a 21,HOUR BASIS.
<br /> DOUBLE CHECK DETECTOR VALVE ASSEMBLY WITDC&PIV DETAIL. F MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES
<br /> C5.0
<br /> NOT TO SCALE STD.DLL.515 �.'S,Q NOT TO SCALE STD.DTL.515 VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE
<br /> CONVEYANCE SYSTEMS.
<br /> REV.NO. DESCRIPTION INITIALS DATE
<br /> G. ALL CITY of EVERETT VALVES SHALL BE OPERATED BY PUBLIC
<br /> WORKS DEPARTMENT PERSONNEL ONLY ALL VALVES,NEW AND
<br /> EXISTING,SHALL BE ACCESSIBLE AT ALL TIMES.
<br /> INSIGHT ENGINEERING CO.
<br /> P.O.BOX-1478
<br /> EVERETT,WA 98206
<br /> (425)303-9363 (425)303-9362 FAX
<br /> INFO@INSIGHTENGINEERING.NET
<br /> SITE ADDRESS: 2611,2613,2617
<br /> ROCKEFELLER AVE.
<br /> EVERETT,WA 98201
<br /> TAX ACCOUNT NO.'S: 00439161000600,00439161000700,
<br /> 00439161000800,
<br /> R.
<br /> w of W"Skr�gt SW 1/4,SEC.20,T.29X,R.05 E,W.M.
<br /> y` ,^ ROCKEFELLER SQUARE-PHASE 2
<br /> DWG FILENAME DESIGNED BY: DATE SCALE JOB NO.:
<br /> 3649 w
<br /> H OJSTE4�� 201086-PRELIM.DWG DNK 12 09 2020 1"=10'
<br /> 0 20-1086
<br /> SS/ONAL SHEET
<br /> 09/21,/2021 GENERAL NOTES&DETAILS C5.0
<br />
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