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SW 1/4,SEC.20, T.29 N.,R.05 E., W.M.
<br /> NOTES SNOHOMISH COUNTY WASHINGTON
<br /> 1. AUTEST eoercs muse HnvE BRnssPwes. s
<br /> J
<br /> 2. TEST COONS MUST FACE UP OR SIDEWAYS WHICH
<br /> EVER 15 MORE ACCESSIBLE. PARTS NOTES NOTES
<br /> 3, PROVIDE NON-SLIP SURFACE ON ACCESS HATCH MLISTEDSOFi SEATED WASTATE APPROVED 1.TEE AND VALVE REQUIRED MAIN. A. TO AC,FORD OR MUELLER DOUBLE STRAP SERVICE SADDLE WITH I.P.THREAD TO BE USED ON ALL MAINS 4•'DIA
<br /> IFVULTIS LOCATED IN PEDESTRIAN WALKWAY. O-3-MIN A DOUBLEMUSTBE INSTALLED INTHE SAMEORIENTATIONIFOR 2.SINGLE DETECTOR CHECKS ARE NOTAPPROVED ART NEA
<br /> EDEVETAISOPERS OR CONTRACIN EXISTING TORS EXPENSE eE DONE BVTHE[ITV OF EVERETT UTILITIES
<br /> 3 TERIORWALL WHICH IT WAS APPROVED.ASS COPPRBTOIFICLUDYPASS H; BACKFLOW PREVENTION DEVICES. C. GUTTY2'GATE VALVE WITH RESILIENT SEAT AND 2"OPERATING NUT.GATE VALVES SHALL BE"WATEROUS•'
<br /> ALVESANDAS/8"REMOTE METER.METER 3.ASSEMBLY REQUIRES CERTIFICATION UPON ERIE52500 OR CITY APPROVED EQUAL.
<br /> MIN
<br /> TO READ IN CUBIC FEET.AND BE REMOTED TO AN INSTALLATION,AND RECERTIFICATION ANNUALLY BY 3 D WUELLERYETHYLENE TUBIN42G.P8N OR APPROVED EQUAL.USE APPROPRIATE STAINLESS STEEL INSERT STIFFENER
<br /> RNAL WALL OF
<br /> NG METER
<br /> FLOW 3'MI UNIEFIAN EWITH SET SCRIEW30RM1 OX ADAPTS OWNER. E WITH POLYETHYLENE VINEPOLYry HY ENETUBHYSICAL BINGMEETING THRY IS FOLLOWINPE ARE ALLOWED,USEBRASSELBOWS.
<br /> IIF-- AEU. 4.ALL TEST COCKS MUST HAVE BRASS PLUGS. //�� RE510 SNTPROVEDEIZE
<br /> `J I REQUIREMENTS:
<br /> PARTS B AND DOWNSTREAM
<br /> A RE FOR ASSEMBLY.
<br /> UPSTRRMq I aAWWA
<br /> -MD'2701.R
<br /> £ V ® ANDDOWNSTREAM OF ASSEMBLY. S.MAXIMUM HEIGHTAOF N OSHA
<br /> b.ASTM D2]3]SIDR9(pe3608/4]30). G
<br /> =STATE APPROVED DOUBLE CHECK VALVE VE FEET RL
<br /> AN OSHA APPROVED PLATFORM 15 c.ASTM 3350-PE3608 OR PE4]10.
<br /> A PSSEMBLV. C.UCTID IRON PIPE(SIZED PS REQUIRED)CLASS 52, PROVIDEDu ��\\ ��\\ /✓\\
<br /> B.NIXON-TRAFFIC AREAS USE: E MINIMUM CLEARANCE f E I, 2.PROVIDE A*11 All,SINGLE STRAND COPPER WIDE WITH BLUE IRE OF OR USE COATING SUITABLE FOR
<br /> PRECAST CONCRETE VAULT(UTILITY VAULT CO D.1W0 GALVANIZED ADIUSTABLE PIPE SUPPORTS FOR 6.REQUIREMENTSSAR (� W RECTI BURY.
<br /> APPROVED EQUAL) PLASTIC VALVE /2"DIA AND LARGER PIPE
<br /> V 01 WRAPWIRE AROUND TUBING,ONE WRAP PER FT,ITS ENTIRE LENGTH.
<br /> PLAN BO%(UTILITY VAULTGO1324-12L OR APPROVED A ASUFFIC ENTLY SI IDFL000.DMIN00.WALL ].FIRE DEPARTM ENT PUMPER CONNECTION MUST BE w E b OFC NEEOTHRENDONE END IN THEDMHETERBOXE BOLI aETWEENTWO NUTS AND E%POSER MINIMUM OF IB"
<br /> EDU /.l FOOTING GRAIN MUST BE PROM DED IN THE SA MET DOWNSTREAM OF ASSEMBLY. s
<br /> IN TRA
<br /> TRAFFICRLOADED BO%MUST BE USED AND `J TO STORMADRAIN SVSTEM�DA LVE CAN NOT BE USED AS A POST (�-_ NON-RESIDENTIAL SERVICE
<br /> A C DAYLIGHT OR CONNECT VE(THESE ARE ONLY PART OF THE E `� F L.PROVIDE 2'TYPE KCOPPER TUBING MEETING ASTM B88,AN51/NSF 61&APPLICABLE IAPMO STANDARDS.
<br /> LOCATION APP0.0VED BVTHETHE CITYOF BACKFLOWA V
<br /> EVRETT PRIOfl TO INSTALLATION. gEgU10.E0.EITHER 55Y.)
<br /> G. BRASS ELBOWS&NIPPLES AS NEEDED.
<br /> F LOCKSETALN THOEg000R HARDWARE OR KEY VAULT CHECK
<br /> FS s0 AYLIAGHT DGOAL
<br /> RAINNCARNNOT BE PROVIDED THERE (E.E.SUPRASS)WITHA IS/8"DIAMETER XS l/8•• m \VALVE H OUTLETORAPPROVED EI'FORD"]O SERIES COPPER SETTIN VBH]]-12B-11-]]WITH HORIZONTAL IDUET AND
<br /> o.IG nvFT nT TxI BOTTOM OF BOX ureAINING PLAN rvGTH moreirsE CYLINDR.MoaiISE CYLINDER � ( I. METER SHALL BE SUPPLIED AND INSTAOED BY CITY UTILES DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS
<br /> MUSTACCEPTTHE CITY STANDARD"BEST"LOCKING EXPENSE,
<br /> SYSTEM.THEWIDTHANDHEIGHTOFTHEDOOR(S) O� I/_T.\/_\ J. PROVIDE METER BOX BODY MANUFACTURED BY"HAVEN PRODUCTS,MODEL RMB-1]-30-1z",MOUSEHOLES CUT,
<br /> E SURICIET ROOM'SAOUTO AT EACH ENDA'OR g55EMBLVECLEARAN'D BOTHON5I RE ANDFOUTTHESIDE 1/Zl - THAASTHON 20 RATED DUCTILE IRON FLUSH SOLID COVER LID OR EQUAL.
<br /> - PLACE SAWDUST IN METER BOX AROUND PIPE TDTDP OF METER TO PREVENT FREEZING.
<br /> K L/ MAINTENANCEORA LRE RE MOVE ADIUSTABLE VALVE BOX AND EXTENSION SEE STD 505.
<br /> / AND DCVA REPAI0.O0. INTACT.THE ASSEMBLY MUSTBE FULLY ACCESSIBLE(EFT I `
<br /> .\/ J AND OR IZONTAFORTRANCE TO ALL WALLS I�
<br /> AND OREQUIPMENT)F00.TESTING AND REPAIRS.
<br /> E G.FLUSHING CAPABILITIES MUSTBE PROVIDEDWDHA
<br /> NG LINE DOWNSTREAM OPASSEMBUYTD
<br /> ^' FLOW OUTSIDE IOR SUFFICIENTLY SIZED INTERNAL DRAIN.
<br /> 6^Mw wHERRNAssEMBLY IS TO BE LOCATED ABOVE g 2"METERED WATER SERVICE
<br /> REQUIREOTO
<br /> - LOWERINLET FIFE TOEGROVIDE"QUSRFD EXTERNAL
<br /> GROUND s CITY OF EVERETT J ± reESRDAHI Hoalio`'A'aHo EA:IcA":N°us:E
<br /> PUBLIC WORKS DEPARTMENT THE ROOM SHOULD BE INSULATED WITH a-19
<br /> n _ 3 G
<br /> " ELEVATION u""YPXS°" `"""� m°°`�"'""'" MWRB 1230 016 n NSULATION OR GREATER AND HEATED TO ABOVE TYPICAL WHEN FI RE ROOM IS LESS THAN]0•FROM MAIN
<br /> DOUBLE CHECK VALVE - DooR FREEZING.ONLY CONSTRUCTION MATERIALS THAT
<br /> CAN WITHSTAND OCCASIONALSUBMERGENCEWILL CITY OF EVERETT
<br /> D ASSEMBLY 5206 a BE ALLOWED.ND `EVERETT PUBLICWORKS PUBLIC WORKS DEPARTMENT
<br /> E WASHINGTON DEPARTMENT _
<br /> ONA FOR 2-12"&SMALLER SERVICE e _ of assn n.xEV:i" iduTvu"E.. "lone 03/05/201]
<br /> m �..." mw �. 1�OT2020 " ..e.....
<br /> ELEVATION ""mDOUBLE"CHECK DETECTOR METERED WATER SERVICES
<br /> �DOUBLE CHECK DETECTOR VALVE ASSEMBLY I VALVE ASSEMBLY(DCDA) 523 s'91 2" 502
<br /> CS.O NOT TO SCALE STD.OTT.520 1
<br /> 2"&LARGER SERVICE INSIDE A BUILDING )
<br /> r DOUBLE CHECK DETECTOR VALVE ASSEMBLY � IL
<br /> METERED WATER SERVICES 2"DETA
<br /> NOT TO SCALE STD.DEL.523 L'f,Q NOT TO SCALE STD.DTL.502
<br /> PARTS NOTES NOTES
<br /> 411YU O1. POST INDICATOR VALVETV)PAINTED RED WITH TAMPER TO FIRE ARRM PANEL 1. TEE AND GATE VALVE REQUIRED ON MAIN. ALJOINTMUST 1. ALL TRENCH IS IN ROADWAY AREAS SHALL BE
<br /> 18"X18"XB" NDWITH STENCI LED ADD RE SS WHITE,2"HIGHTET, BESAWCUT
<br /> ( I BACKFILLED AND PATCHED WITH TEMPORARY
<br /> _
<br /> CONC.BLOCK 2. APPROEDBACSINGLE ORCHECKSARENOT & y ��/JJ V &gyp �+
<br /> _ UULE 10.0N PIPE(SIZED ASREQUIRED)CIAS552. APPROVEDBACKFLOW PREVENTION DEVICES. EXISTINGCRETE ASPHALT ASPHALT AT THE ENDOF EACH OTHERVYUNLESS Cfl70FEJG.pG.l1 CrAxnA _ Cr�ZE NOTES
<br /> CONCRETE ASPHALTCONCRETE(2"MIN) CITY
<br /> PERMISENGINEERGRANTED TO OO OTHERWISE BY THE 1. [:Y !l J A!\ JL+IT J
<br /> SCHEDULE 406AL1.STEEL WRAPPED W/6MIL PLASTIC. 3. REQUIRES UPON TO MATCH E%ISTINGTHICKNE55 CITY ENGINEER.
<br /> INSTALLATION W EE-CERTIFICATION EXISTING
<br /> CLASS 52 DI TEE FL FL. ANrvuauv By owNIN. CONCRETE A. ALL WORK AND MATERIALS SHALL CONFORM TO ME CITY OF EVERETT
<br /> z. ALL WIT IN 2WEEKSI, BE STANDARDS AND WSDOT APWA STANDARD SPECIFICATIONS.
<br /> SWING CHECK VALVE W/BALL DRIP ASSEMBLY, 4, ACETEST COONS MUST HAVE BRASS PLUGS. 6"MIN SAWCUT OR LINE GRILL UNDERLYING CONCRETE PERMANENTLY PATCHED WITHIN2 WEEKS OF
<br /> 6"MIN CEMENT CONCRETE TO COMPLETION OF WORK WITHIN ROADWAY AREA.
<br /> O EXPOSFIREDED GALVETMANIZED
<br /> ED STEEL
<br /> (TO BE RASTEDRES. .S STENKNOXCIL
<br /> LOCKING(WHIAPS.TE,
<br /> 5. ROUND MANHOLE LI US ARE NOT TO BE USED. MATCH EXISTING THICKNESS B. NO PART OF THE SANLEARY SEWER SYSTEM SHALL BE COVERED,
<br /> zx rvIGH TEXT)ON lPAINTEDcPEE TO BE PAINTED REO.sTENaL AooREss(WHITE, 3. CEMEN CONCRETE FOR PATCHING SHALL BE CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED,
<br /> F B B 6. INSIDE DEPTH IS TO BE KEPT ATA MINIMUM COMMERCIAL MIX AS CALLED OUT IN WSDOT
<br /> e O]. ALL PIPE THROUGH VAULT WALL SHALL BE CORE DRILLED AND HAVE A"LINK SEAL" AS PER DIMENSION IN SKETCHES ABOVE 6"MINCRUSHED SURFACING INSPECTED,AND APPROVED BY THE CITY INSPECTOR.
<br /> 1 STANDARD SPECIFIG4TION5.
<br /> TO (OR APPROVED EQUAL). AND/OR AS AP PROVED BY CITY OF EVERETT SEE STANDARD DRAWING 614
<br /> UTILITIES DEPARTMENT. C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED
<br /> BUILDING Sos&YVALVES WITH TAM PER SWITCH TO ALARM PANEL OR CHAIN AND PADLOCK. ]. METER SHAD SUCH TFROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE.ME
<br /> B DER IBOLTED CAN BE O
<br /> GAI. WITH ACCESS
<br /> OPEN EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
<br /> y THOORANDGTOV ULT WALL M UNTTED SUCH THAT LADDER 5DI RECTLV ABOVE AND WITHOUT U NT RING THE VAULT. LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT
<br /> 4
<br /> \ \ 11 EDGE OF ACCESS OPENING FOR EASE OF ACCESS.
<br /> SHOWN.IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING
<br /> L TAMPS 10 VAOAEAISTED SOFTSEATEDWA STATE APPROVED DOUBLE CHECK DETECTOR 8. ALL DIMENSIONS ARE MINIMUM CLEARANCE.
<br /> A � R A � CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS
<br /> L u J �.'�J SWITCH IF VALVEA/4"BSSEMRASSLYIRCOPPEROs.&Y RESILIENT SEATED GATE VALVES,TEST 9. ALL BACKFLow DEVICES WILL BE NSTALLED ALIOINT MUST INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY
<br /> REQUIRED COCKS,3/4"BRASS OR COPPER BYPASS WITH INLINEVALVES,S/8"%41 AULT OUTSIDE THE BUILDING UNLESS BESAWCUT
<br /> aPTUNEMETEEW/E-ooERR 0I,CU FT w/STUBANTENNS A34^DOuaLE oTHiRwISE APPROVED By ununR THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br /> sTHERWISERINTEAPNT. ASPHALTCONCRETE IS"MIN) CONSTRUCTION ON THE PROJECT.
<br /> PLAN 11 STATE APPROVED DOUBLE CH ECK DETECTOR ASSEMBLY. E%ISTINGASPHALT REPLACEMENT PATCH TO BE
<br /> 10.FIRE SERVICE PIPINGS FROM MAIN TO CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR
<br /> /� O RFCA(REST0.AINED FLANGE COUPLING ADAPTER). BUILDING SHALL BE RESTRAINED.
<br /> RAISED �J IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE
<br /> LETTERS 13 CUTABLE PADLOCK WITH KEY IN KNOX BOX. 11,PROVISIONS FOR DRAINAGE OF THE VAULT PRIOR TO STARTING CONSTRUCTION.
<br /> T"AUTOSTAMPER PHALL BE E IN THE FOLLOWING ORDER OF
<br /> SPRINKLER" SWITCH IF -DUAL2- Z"FEMALEFIREDEPT ICTG. IN B" INCRUSHED5URFACIN6
<br /> REQUIRED Q 6 INLET CONNECTION BRASS(NOT A)VAULT DRAIN TO DAYLIGHT TOP COURSE /� �T)�+p�+�+{))/� �+p �+[�
<br /> - _ PAINTED)"AUTO SPRINKLER" SIVA LT DRAIN TO STORM DRAIN SYSTEM SEE STANDARD DRAWING 614 M70FLiYLillLill WATE NOM
<br /> r TAMPER ; m w (IF PRACTICAL)
<br /> SWITC30 n ADDRESSED n CONC. w _SCHEDULE 40 GALVANIZED STEEL C1IF NO POSSIBLE MEANS OF GRAVITY DRAIN,
<br /> --- I - sTErvaDD 18' PAINTEDR 1 THEN IN5TAu5UMP PUMP A. NO CONNECTION TO ME EXISTING MAINS WILL BE ALLOWED
<br /> BLOCK ED,STENCILED ADDRESS EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION
<br /> FACESTREEr PAINTED WHITE z.SWING HECKVALVEON FDcuNEMUSTRE EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
<br /> T LOCATED IN A VAULT.IF OUTSIDE OF DCDA DEVICE PRIOR SATISFACTORY FLUSHING,TESTING,DISINFECTION,
<br /> VAULT,MUST BE IN MINIMUM 4'x4 VAULT. I AND RECEIPT OFF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br /> SCHEDULE 4o UTYHYCONFLICTNOTE.• Know where below.
<br /> / GALVANIZED STEEL 13.PIVLOCNTION MUST AMOFFwrvsraRM OF FINAL JOINT MUST B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE /+
<br /> WRAPPED WITH 6 DCDA AND UPSTREAM OF FDC. g BESAWCUT BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S /+,I)� Call before you dig.
<br /> g STIC �,1 3 CEMENTCONCRETE(8'•MIN) (.AMON�
<br /> \ 0'l 14.NEW FDCMUST BE LOCATED WITHIN 7Y OFA E%ISTINGCEMENT REPLACEMENT PATCH TO BE EXPENSE.THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT
<br /> _ NILE HYDRANT(OR 100'FOR R EXISTING LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION.THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br /> BUILDING BEINGRETROFITITAUGH MAYBS. '" CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED
<br /> NEW FIRE HYDRANTINSTALLATION MAYBE PAVEMENT PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE DIMENSION,AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br /> NEEDED TO MEET CODE REQUIREMENT DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE PLANS OR NOT, C POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br /> € q AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.THIS SHALL INCLUDE
<br /> TYPICAL WHEN FIRE ROOM IS MORE THAN]O'FROM MAIN �' - C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING
<br /> Z /] UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br /> E STANDARDS.
<br /> PUBLIC WORKS 8 6'MIN 6" IN CRUSHED SURFACING CITY OF EVERETT WH ER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN
<br /> 8 PROVIDE 9"MINIMUM AND 12"MAXIMUM `EVERETT DEPARTMENT TOP COURSE PUBLIC WORKS DEPARTMENT D. APRE-CONSTRUCTION MEETING SHALL BE HELD MIH THE CITY
<br /> ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br /> CLE BETWEEN VAULT FLOOR AND BorroM ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR
<br /> e OF BAG(FLOW ASSEMBLY,WHERE ELEVATION OF € SEE STANDARD DRIVING 614 PRIOR TO THE START OF CONSTRUCTION.THE CITY OF EVERETT
<br /> VAULT FLOOR IS TOO LOW TO DRAIN TO DAYLIGHT a+.a+: ."F' "Tw G��a.°'-w". j]2�2020 '.M... _T=o :.MM-1 ":a. pq'�15j2Dll PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br /> B PoSRVE VgULT DRAIN OR STORM SYSTEM,MUST HAVE 6"FLOOR �mDOUBLE CHECK DETECTOR "'°°'W"` EXISTING CEMENT CONCRETE OVER PREPARED GRADE LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> OPENING FOR DRAINAGE(APPROVED BVTHE CITY S PAVEMENT PATCHING DETAILS_326
<br /> p DCDVA ELEVATION A-A ENGINEER ory ACASE BYCASE BASIS ONLY). FDC ELEVATION B-B VALVE ASSEMBLY W/FDC&PIV u515µ > E. THE DEVELOPER OR THE DEVELOPERS AUTHORIZED AGENT SHALL
<br /> } 11 12"&LARGER SERVICE
<br /> NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN
<br /> BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON
<br /> �+ �+
<br /> /per �PAVEMENT PATCHINGDETAIL A 24 HOUR BASIS.
<br /> DOUBLE CHECK DETECTOR VALVE ASSWjl'✓
<br /> ASSEMBLY C PIV DETAIL F MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES
<br /> C5.0
<br /> NOT TO SCALE STD.DEL.575 CS,Q NOT TO SCALE STD.DR.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. mp
<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 /> 60000800,
<br /> R. k
<br /> ti w°F W�Hr C SW 1/4,SEC.20,T.29 N.,R.05 E.,W.M.
<br /> „F ROCKEFELLER SQUARE-PHASE2
<br /> 0� DWG FILENAME I DESIGNED BY DATE: SCALE:
<br /> IST
<br /> JOB NO.:
<br /> A 36499 ga2w 201086-AB.DWG DNK 12 091
<br /> 9 2020 1"=10' 20-1086)
<br /> R90E4'°ti
<br /> STONAL AS-BUILT SHEET
<br /> 10/10/2023 GENERAL NOTES&DETAILS C5.0
<br />
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