3830 COLBY AVE 2023-02-06 - Laserfiche WebLink

s - SE 1/4,SE 1/4,SEC.30,T.29N.,R.SE.,W.M. WATER MAIN SYSTEM GENERAL NOTES: SEWER MAIN SYSTEM CONSTRUCTION PLAN NOTES: SNOHOMISH COUNTY.WASHINGTON ALL CONSTRUCTION OF WATER AWNS AND RELATED APPURTENANCES SHALL THE INSTALLATION OF ALL EXTENSIONS TO THE SANITARY SEWER SYSTEM SHALL BE DONE - -.._............. ' CONFORM TO THESE STANDARDS,APPLICABLE AMERICAN WATER WORKS ASSOCIATION PP PLANS WHICH NAVE BERM APPROVED BY THE CRY ENGINEER. NOTES D NOTES 1 (AWWA)SPECIFICATIONS AND APPLICABLE SECTIONS OF DE ON 7 OF ME wxxdEaxc ANTI Edtx ms.NO SUPS""E REWIRED wnxxErrsrnA a WSOOT/APWA STANDARD SPECIFICATIONS.THE GENERAL REQUIREMENTS OF AWWA SANITARY SEWER PLANS ARE TO BE SEPARATE FROM OTHER UTILITY PLANS BUT ALL sxm' ' AWMI _-____ z.xmAumua raxsraeunna srxxow MAY rrAwRNAa rRoadswncoveeaRl AND THE WSOOT/APWA STANDARD SPECIFlCOKWS SHALL APPLY UNLESS THEY ARE OTHER LOUPES ARE TO BE SHOWN,WITH SANITARY SEWER PORTIONS HIGHUGHIED. mTCONNE TUITO _ _-- STUMM PAWNwaow[xsnurnrEE War j la'SLOPED+o r,sczma INCONSISTENT WITH ANY OF THE PROVISIONS OF TINS PARTICULAR SEDITION. L••--____--...__......�_._ xm R[avcsEE ROE r. z. rxE w+rouor+xE a MIN SHOULD INCONSISTENCIES OCCUR,THESE STANDARDS SHALL HAVE PRECEDENCE UNLESS APPROVED OTHERWISE,PLANS REDID BE PREPARED ON 22 INCH BY 34 INCH rw AIVW mm ~-- .~ ' asumuar CIRCULAR ULAR I ALL REFERENCE TO STANDARD SPECIFICATIONS SUCH AS AWWA OR WSDOT/ARYA PLAN/PROFILE TYPE SHEETS AND SHALL SHOW BOTH PUN AND PROFILE NEWS OTHER �` • I �- AUTUMN wromcaw DOWN. SHALL REQUIRE THE USE OF THE LATEST EDITION. UTILITIES ARE TO BE SHOWN IN PROFILE WEER AND IN PLAN NEW. \�\ xx' T wrsuerd-\ 'I;—I S .. i PIPE ALLOWANCES SECNON ANY PUBLIC WATER STSIW OR ANY PLUMBING IN A N COHSYL OR THE MINIMUM ALLOWABLE SCALE BE 1 INCH=40 FEET ON SMALL PROJECTS.TT �"- arwcnuO _-- CATC21 PEN RWAA DIAMETER NONRESIDENTIAL FACILITY PROVIDING WATER FOR HUMAN CONSUMPTON WHICH IS SHALL BE EXPECTED THAT THE SCALE WILL BE EMARGED TO ADEQUATELY UTILIZE ME _®., s,sy INSIDE Rao ua E CONNECTED TO A PUBLIC WATER SYSTEM SHALL BE LEAD FREE WITH RESPECT i0 FULL PUN SHEEP. Ana : V MADMAN IN uwRDANCEx,r AP w I s JOINT SOLDERS AND FLUX,'LEAD FRIE FITTINGS, HALL MEAN NO MORE MAN 0.2X LEAD.WITH S / _ �, , RI' #1`i suxaRDsvEoxulwxamr RESPECT TO PLPES AND PIPE FITTINGS,'LEAD FREE'RHLL MEAN NO MORE PROVIDE NOTES ON PUNS THAT REFER TO SPECIFIC CRY STANDARDS FOR SUCH THINGS b \ j- I sua R aEwu.MEE* E mKa T[ THAN BK LEAD. AS MANHOLES,DROP CONNECRKWS,SIDE SEWERS ETC. `• / a Mach Sr sr E +dauxroki.a. a n- sr a ti \\\\7 5. - mums__- xs u w MAMMON MYER SEE STANDARD wars WATER MAIN EROSIONS WS WILL BE REQUIRED WEN THE PROPERTY DOES NOT PLANS SHALL SHOW MEET ELEVATIONS OF THE AWN AT THE OUTLET AND ALL INLETS Is Sr/�ARSlrunr 7r _ u• ss- .r o• EL' s PC. FRONT ON A WATER MAIN OR WHEN THE EXISTING WATER AWN IS NOT ADEQUATE OF EACH MANHOLE SLOPE OF THE MAIN AND SURFACE ELEVATIONS OF THE MANHOLE —' _ 4- ER' N 4/1"AN Er CONSTRUCTION STANDARDS AND ,crxa,axnomau acPE+Esr uU RE owaENa T 610 AND 611.REFER TO DENGN LID TO MEET THE MINIMUM FIRE FLOW REQUIREMENT.THE NEW WAVIER MAIN EXTENSION US.IN THE PROFILE NEW,171E FINISH GROUND ELEVATION OVfl7 THE PIPE SHALL BE `� NO ��"�- , II, b, —� _ a[STORM SEIM PIPE.MOOT REQUIREMENTS SHALL EXTENDED ACROSS THE PROPOSALS FULL FRONTAGE AND SHALL BE SHOWN AS WELL AS CROSSINGS OF OTHER EXISTING OR PROPOSED UTILITIES.STATIONING aow )I y x STEPS PER sraxauomuwixcros EXTENDED THROUGH AND TO THE UNITS OF THE PROPERTY BONG DEVELOPED FOR OF SIDE SEWERS FROM THE DOWNHILL MANHOLE IS REQUIRED. J rI� STS/EM CIRCULATION OR FUTURE DEVELOPMENT AS DETERMINED BY THE PUBLIC )I''N, hiI m .. WALOrn wsm MA WORKS WORKS ME MINIMUM 517E WATER WIN EASE Y DETERMINED BY WALL CASES WHERE A NEW SEWER UNE IS TO BE LOCATED W AN ACCURATELY EASEMENT,THE I T Awrra on PIPE�Mwr I sysoor THE PUBLIC WORKS DEPARTMENT AND SHALL BE AT LEAST WINCHES IN DIAMETER EASEMENT IS TO BE SHOWN WITH MEASUREMENT INFORMATION TO ACCURATELY FIELD a \ U NLESS O77JUIWSE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE. SURVEY AND STAKE LODATKW PRIOR TO CONSTRUCTING THE PIPE LINE I sAxvcdwa sEamxAL WATER MAN EXTENSONS OR REPLACEMENTS AND/OR NEW FIRE HYDRANT UPON COMPLETION OF CONSTRUCTION,TIE ORIGINAL OF ME PLAN SHALL BE AS-BUILT } \ '_ II CATCH BASIN DIMENSIONS RETALIATIONS MAY ALSO BE REQUIRED PER THE REQUIREMERTS OF THE CRY FIRE BY THE DEVELOPER AND CERTIFIED AS AS-BUILT BY HIM AND TURNED INTO THE PUBUC _ - A. —s�•mss +xrAN RILE MARSHAL FIRE HYDRANT WSTALIATIONS ARE NOT ALLOWED ON WATER AWNS MAT WORKS DEPARTMENT WITH PROPERLY EXECUTED EASEMENT DEEDS AS APPLICABLE FOR - ear PVC nPEASREOMaEo , tr r DD NOT MEET THE MINIMA!FIRE FLOW REDREMENTS OF M E AREA IN A SINGLE b� As.x R FAMILY/WPIEX NEIGHBORHOOD,111E FIRE FLOW IN THE FERN MUST BE A i ' I /-T'm, ' ours • MINIMUM OF 1000 GPM BEFORE THE INSTALLATION OF A FIRE HWMANT IS SEWER MAIN SYSTEM REQUIRED NOTES: i CAM WIN TYPE IL.SEE STANDARD WWI.G.m SEPARATE BASE INTEGRAL RASE\ - -_e• ALLOWED. RECAST Li- x y PRECAST WITH RLSER� A FIRE HYDRANT IS REWIRED WITHIN 350 FEET OF EVERY STRUCTURE FOR SINGLE THE FOLLOWING STANDARD NOTES ARE REQUIRED ON ALL SANITARY SEWER PUNS: I 1411370ASI ER72' p -I_ a• u' FAMILY HOMES AND WFUIES AS WE IL AS NEW SUBDIVISIONS ANTI SHORT a r Sr AW u SUBOMSION FOR SINGLE FAMILY HOMES AND DUPLEXES. A ALL WANK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS f • tear AREER RlArr a-SOmaz wxtrtANE summ+rt AND WSDOT/APWA STANDARD SPECIFICATIONS �' e Mcar zr • FOR ALL O711FR BUILDINGS FROM TRIREMES TO COMMERCIAL USES,AFIRE 3 • -_-- ............- E �wmmysm HYDRANT IS REWIRED WITHIN 200 FEET,BUT NOT CLOSER THAN 50 FEET TO ANY B.NO PART OF THE SANITARY SEWER SESRIA SHALL L BE COVERED,CONCEALED OR PUT ! I . .ACCITMIN vOFn0 ARETTRTISEMT b{I ; e•-T...-.- CITY OF EVERETT STRUCTURE(MEASURED DISTANCE TO BE ADM ROUTE TO BE TRAVELED BY FIRE two USE UNTIL R HAS BEEN LISTED,INSPECTED,AND APPROVED BY THE CRY Is• _.... I } SOVZI: VILE UW wax.�AWTtIENT WSPECTON. .+ �^� :"•,�•'-^+• N hasx SEPARATE RASE.- v¢ nr,ax �.s.,,n MEOK J:."6..._ 60d7zmi EQUIPMENT). R1 T FLOATABLE MATERIAL I fAn+LO RASE ACE LEOR -- C.APPROXIMATE LOCATIONS OF EXISTING UTILIRIES HAVE BEEN OBTAINED FROM AVAILABLE E SEPARATOR 8 GAS TRAP ALAS 1 I CATCH BASIN TYPE 2 405 WATER METERS ARE REWIRED FOR ALL NEW SERVICES INCLUDING DOMESTIC, RECORDS AND ARE SHOW FOR AND TOENCE THE CONTRACTOR SHALL BE RESPONSIBLE I 1 Ear forums A, IRRIGATION AND FIRE SERVICES. FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES • I NOT SHOW.IF CONFLICTS WITH EXISTING S ARISE DURING CONSTRUCTION,THE MIER THE INSTALIARON OF ANY WATER SERVICE BY THE PUBLIC WORKS CONTRACTOR SHALL NOTIFY THE PUBLIC WORKSRKS INSPECTOR AND ANY CHANGES REQUIRED �CATCHBASINTYPE2 DETAIL DEPARTMENT,ME PROPERTY OWNER SHALL BE HELD RESPONSIBLE FOR,AND SHALL BE APPROVED BY THE CITY F Y ENGINEER PRIOR TO COMMENCEMENT OF RELATED LOATABLE MATERIAL SEPARATOR LAY BE CHARGED FOR,ANY AND ALL DAMAGES TO THE SERVICE UNE,METER CONSTRUCTION ON THE PROJECT. SERER,METER AND METER BOXES/VAULT OR ANY OTHER APPURTENANCES &GAS TRAP DETAIL ()CATCH STA 405 UNTIL COMPLETION OF CONSTRUCTION AND/OR THE STRUCTURE IS APPROVED D.ALL SEWER AWN EXTENSIONS WITHIN THE PUBLIC RIGHT--OF-NAY OR IN EASEMENTS N.TS. STD 413 FOR OCCUPANCY. MUST BE STAKED BY SURVEY FOR UNE AND GRADE AMOR TO STARTING CONSTRUCTION. ALL WATER AWNS ON PRNATE PROPERTY MAT ARE LOOPED BACK TO THE • I ......._ PUBLIC RIGHT-OF-WAY OR ARE OPEN TO THE GENERAL PUBLIC VENTER WATER MAIN SYSTEM CONSTRUCTION PLAN NOTES: PARTS _._.........____ -_..........._ NOTES OWL BE INSTALLED IN EASEMENTS GRANTED TO THE CITY,AND SHALL BE 1. COASTEAKTEDtAm.Rcxm MAINTAINED BY TILE CITY.(SEE SECTION 5-8.6 FOR AWN LOOPING A WATER PLANS ARE TO BE SEPARATE FROM OTHERS AND SHALL FIVE WATER MAINS UNIDO.AWWA STANDARDS AND SHALL RE Or EO ii StmIRM.WE ONMbMotto wREEE wsn<muma. REQUIREMENTS.) HIGHLIGHTED AND INDICATE LOCATIONS OF OTHER 0000ES wµixiw OL WERsx.oacm,wvxw[o .AWED swoaxvuxRv+Owm ALL THE MNIMUM WATER WIN EASEMENT ROTH SHALL BE 15 FEET,5 FEET ON .mUUM EIaUEuuwrm Umu IAy LELIOW OEIEEN urn. m00REI xcurxwu¢ IS SA.SE 7. a B.PUNS MUSTSHOW AND DAOEMERTA WERE WINS ARE ONWIT PRIVATE PROPERTYFASE AND ALL AlAr vumaixwUM. T--r_ ,�I _ ONE SIDE AND 10 FEET ON THE NMER SAX ANDSHALL Y EXCLUSIVEALLFORi •• AWw0.4.7==.1i, x MIMUM PVrsrPRrxCRa11RNIXRW+S ME WATER DAMN AND APPURTENANCES.THE LEGAL.DESCRIPTION SMALL BE WHAMS,METERS OTIHEA AF'PURIEMAHMES MUST BE OUTRUN THE FSEMENTS. \T—"• PREPARED BY A SURVEYOR LICENSED TO PRACTICE IN ME STATE OF EASEMENTS MUST MEET ME REQUIREMENTS OF SECTION 5-1. a. PEE•AE Rwroxans+zuwsrrxnAxaMllxsrswwEw�xauoom C.sA-oPER.N.vc NDr AND • i WASHINGTON.THE EASEMENT SHALL BE REVIEWED AND APPROVED BY THEPEPMIE5000Vs Nar D xAToxus+umaxo+xuAoa x Sa ran - 3....... xulpxxnsxmsmsl sxouw EREno PUBLIC BORES DIRECTOR OR HIS DESIGNEE PRIOR TO ACCEPTANCE C.ER MEANSOFEASEMENTSFOR MUST BE 15 FEET WIDE WITH THE CENTER OF THE WATER AWN 5 FEET FROM +Lau ux uxoeEruOoixmE Hurd PIE eAw SWdS Mwxwwasuan¢ DUE TO THE COMPLFXIRES OF MANY WATER MAINS AND TOR INTERFACE WE OF NC SIDES LEAVING 10 FEET ON THE TIMER.ACCESS TO EAS A E6 FOR - oxrxeWax roar R ^R mr,E szrnan rm,ou ums¢Esxxu MArwwOW NUND MBER LmSIN WE UAlx•ou AAIINlEHANCE MUST REAINN OPEN.STRUCTURES,FOXES,AND SHRUBS ARE NOT 70 p MAR (// _ Esro PIS_ W IN OTHER UNDERGROUND STRUCTURES,ALL WATER ENE CONSTRUCTION PUNTED ON EASEMENTS �) N E ..eE M'A+IM"ss wv a SHALL BE STAKED TO ENSURE PLACEMENT WITHER DESIGNATED EASEMENTS. _ -I.Ej PLAN SM.IN AD1711.1.111SIA1LATION 01. BARAK PR Rxs wIEEROE EMAe WEEKRE OFSIGXED EEEIRVC1xLl i ANY DEVIATION FROM IRIS REQUIREMENT MUST BE APPROVED BY ME PUBLM D.SHOW ELEVATIONS OF SULLY MAINS WATER MAINS AND STORM DRAINS WERE THEY \ WEED.STANDARDS POR 1NSTALIATIOND4 r ENGINEER. woRKs DIRECTOR W HIS DESIGNEE. CROSS EACH OTHER. ;poll R PUMRARE N.DR.NTSIN+wECmmEVERm. hpI ADr ARE. 414 wEydAr..Exan.raa.IEDErarrWxEREAr.an,�Ix J; IMMO CM.. UPON COMPLETION OF THE INSTALLATION OF THE WATER SYSTEM,MUST E.POTABLE WATER MAINS SHALL MAINTAIN A MINIMUM OF IO FEET HORIZONTAL CLEARANCE (}� /�SIAAwROORAVANG SOS Wxxx sz OR 1 ru+uREavuan uvE 1 NECESSARY PER STANDARD ORAVANG SOS. EuxGA OREM dr O.rRmnd wnvEnxaw Ewrrx nD+En M, sD, ORIGINAL SIGNED DEWING OF WATER CONSTRUCTION PLAN BE SCUD iB DRAINAGE VERTICAL IRRIGATOR) ABOVE NON-POTABLE FE UTCON TIONS DOOO SEWER,ALLOW �\ - NM AND Rom 11 - j EDITED TOO REFLECT ACTIMI.CONSTRUCTEDTAT CONDITIONS(RECORD OPENINGS)TURNED STORM DRAINAGE AND ITIONS. IP IN WHOEVER E LOCATED ff CLOSERSITE TO EACH NOT s� \''.�i, x fORNM Pm ACM,XG smEUDR ROADWAY H 5 BY THE DECITY.ARCCORD B,CERTIFIED AS SUCH BY HIM AND TURNED SUCH MINIMUM SEPARUTDNS,PIPELINES MAY BE TO EACH OMER \' r°"^M EPOTE"aEss. kb PRECAST uEERsea0M INTO THE CRY. RECORD DRAWING PRINT SHALL BE SUBMITTED FOR PROVIDED ADDITIONAL PRECAUTIONS ARE IDENTIFIED AND INSTITUTED TO ASSURE PROTECTION maro WASHED REDO ) r4x4f ro Mz AEOVELEOIRL x� EOIL RTC(xO11rsSSDII NELEAwAu+xxaxessdrmwuSEESEE wvMUM CHECKING BY THE CRY INSPECTOR AND PUBLIC WORKS DEPARTMEM PRIORr t x. LEE..dt ., sro Eau AN OF THE POTABLE UNE.12 OTHER UTILITIES FROM THEW NON-POTABLE WIN. SHALL BE WITHIN 5 o-SYroaM aoEx ' srEn r[a TO SUBMITTING WITH REVISED ORIGINALS.ME COMER RECORD DRAWING SHALL FEET HORIZONTAL AND 12 INCHES VERTICAL FROM WATER WIN. A - R . - REI•NGNE04NSIALLCONCREE �'-� DIMENSIONSTABLE BE SUBMITTED WITHIN IA DAYS OF THE PUBLIC WATER AMAIN BECOMING LAVE \ TArnxc NE I. 11=o/:AN PAD AS PER STANDARD x x cuwrrM M wYrr-I , RxrAVED wAxD PIMA ARIAS ERaraxDARR ME INSTALLATION OF ALL WATER AWNS AND APPURTENANCES SHALL BE IN F.ALL INSTALLED HYDRANTS MUST BE LICE WO S I WEAR R H DR OTHER SUITABLE ANDPLACED oRavnxe sre. �w„A 01 +x txxWE Tnxxwss COVERING UNTIL ACCEPTED BY ME PUBLIC WORKS DIRECTOR W HIS DESIGNEE PLACED y 11�WM lam �hl��d�x ACCORDANCE WITH 171E CONSTRUCTION PLANS AS D BY ME PUBLIC IN SERVICE }Aa,, Ili= �k�;rgillaN��I LADDER WORKS DIRECTOR OR HIS DESIGNEE FOR THE PROJECT ANY DEVIATIONS OR I \N . s CHANGES ARE TO APPROVED BY PUBLIC WORKS DIRECTOR W HIS G.A WASHINGTON STATE APPROVED DACKFLOW PREVENTION DEVICE IS REQUIRED FOR ALL i X±..�� • RETAINER Gwns. rs * EE.DEdmE ANnE.RxO war d a r Ar r Dm • Oxs DESIGNEE BEFORE ME CHANGES ARE INCORPORATED INFO THE WORK. IRRIGATION SEAMS. A I, sLQAt I R a ALL MATERINS SHALL BE NEW AND UNDAMAGED.UNLESS OTHERWISE H.ALL ENVIRONMENTAL SENSITIVE AREAS SHALL BE SNOW ON THE WATER SETAE E UAE+NEroaT urs rnuNwuxrtoeucr. stnm cE APPROVED BY THE PUBLIC WORKS ELRECTSR W HIS DESIGNS);THE SAME CONSTRUCTION PANS I1 pE.A1 W NwuurA dr OUR CONE AROUND AMR-_,•� u -�TAMSSOv MANUFACTURER OF EACH REM SHALL BE USED THROUGHOUT THE WORK —E wPIAS+KSLEETNG WRAP xraArxr. COWAN PIA M.rwWd raA ra PIrE CONTRACTORS SHALL FURN6H A WATER TIGHT PLUG OF THE APPROPRIATE L PLANS MUST SHOW REQUIRED THRUST RESTRAIN PER SECTION 5-I3 OF THESE v EE.S dsrodxsm�M ' SIZE EACH SHALL RE INSTALLED IN THE END OF ME WATER MAW ANYTIMEIm0O+URREOEAMn - --.7' _,_ WATRK IS DELAYED OR STOPPED STANDARDS. i /N.�. CITY OF EVERETT r b ; "wxG 1 �_CITY OF EVERETT J.ALL WATER CONSTRUCTION PLANS SHWA.BE PREPARED,STAMPED AND SIGNED BY AN " ENGINEER REGEDNED IN THE STATE OF WASHINGTON i w tuff sYaAltmBR T- g" - lUWC1.O•We•vAWYM•M SEWER MAIN SYSTEM GENERAL NOTES: s}E F.w "' T�•..•-'_— ERN,/ SEPARATE BASE" INTEGRAL BASE a �� m »v CONSTRUCTION OF ALL SANITARY SEWER MAINS SIDE WATER MAIN SYSTEM REQUIRED NOTES: !I aARE - CAST IN PLACE PRECAST WITH RISER SEPARATE RASE PRECAST1 TYPE 1 W SEWERS(LATERALS)-WEARER SIDE SEWERS ARE BY GRAVITY,BY FORCE A NO CONNECTION TO THE EXISTING MAWS WILL BE ALLOWED EXCEPT BY 1•� ___ INSTALLATION 507 Sr MANHOLE SW LL 605 MAIN,W PRESSURE SEWER-AND RELATED FACILITIES,INCLUDING BUT _..._ �. NOT LIMITED TO SEWER LIFT STATIONS TELEMETRY FACILITIES MO MEANS OF RY LUS APPROVED STING,DISINFECTION,PNECNINN DEVICE EIPTRID APPURTENANCES WILL BE UNDER THE SUPERVISION OF THE CITY AND SATISFACTORY FLUSHING,TESTING, ESUL AND RECEIPT OF SHALL BE IN COMPLIANCE WWM ALL ORDINANCES AND CURRENT SATISFACTORY BACTERIOLOGICAL TEST RESULTS IRE HYDRANT INSTALLATIONDETAE. STANDARDS OF THE CITY OF EVOETT,WASHINGTON STATE DEPARTMENT B.CONNECTIONS 10 AND TAPS ON EXISTING PAINS WILL BE WOE BY PE N.T.S. SILL 507 TYPE-I MANHOLE DETAIL OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN(ORANGE BOOK),W PUBLIC WORKS MERMEN AT THE DEVELOPER'S EXPENSE ME PUBLIC N.T.S. STD 605 PLAN APPROVED ME UNIFIED PLUNBWC CODE AS APPLICABLE FORCE EACH CONNECT R. BE OVEN AT LEASE 5 BUSINESS S DOS NOTICE SEWER MAIN EXTENSIONS WILL BE REWIRED WHEN THE PROPERTY DOES FOR CONNECTION.ME PUBLIC WHICH DEPARTMENTTISHALL L BEMA EH NOT FRONT ON A SEWER WIN OR WHEN ME EXISTING SEWER MAIN IS DETERMINE THE DATE AND BYE AT ME CONNECTION SHALL BE MADE. NOT ADEQUATE FOR THE INCREASED USE PROPOSED.ME MINIMUM C.ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT NOTES PUBIC SERVICES DATE EXTENSION SHALL BE TO A POINT AT LEAST 5 FEET INSIDE ME STANDARDS. I. SAW OPERATING N.WE_ E REE'MEo • ATION OF ME PROPERTY UNE. PUBLIC WORKS EACH SIDE SEWER SMALL SERVE ONLY ONE BUILDING AND ONE PARCEL D.A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO LPELT UMW Ei IROOE*ENVISIONS x.ARET 0101IIE5 DRAINAGE DEPARTMENT (ONE CONNECTION FROM LOT TO MAIN)PER SECTION 6-8.3 AND EMC THE START OF CONSTRUCTION.THE CITY OF EVERETT PUBLIC WORKS EIIENNOI WILL CEMl EO PER VALVE. 14.08.170. CONSTRUCTION MON MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO vAlvE 0171PAT/NG NUT EXTENSIONS ARE TO COMMENCEMENT OF CONSTRUCTION. s pt i ",LMcx PAINTED A PUBLIC WORKS PERMIT IS ION ONREQUIR PRIOR ALL NEW SEWER CONNECTIONS SHALL COMPLY WDH BACKWATER VALVE Wxnrvro EElcars a METAL ram. PO STARTING APPROVAL ANY FOTRTHI P OJ MI5 REQUIREMENTS IN EMC 14.08.180 Bi. E ME DEVELOPER OR THE DEVELOPER'S AUMORIZED AGENT SHELL NOTIFY •\ xU pry EFNOWEIR CON ITIO. LERC FOR THIS NDA DS 6 THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED T �t ` CONDITIONAL PER CURRENT STANDARDS AND ALL PIPE INSTALLED SHALL BE STRUCTURALLY SOUND FOR THE DESIGN - �`I 7I EXPIRES UNLESS DEPTH. REGARDING PROBLEMS DURING CONSTRI/CTIQ!ON A 24 HOUR&56. ,\ }��./ I Es. PERMIT FOR CONSTRUCTION HAS BEEN ISSUED 11-011.70.111C AREAS USE OF RAM VALVE WITA CAST IR.LID AS 1AANDEALTDRED RV REQUIREMENR FOR NEW PROPOSED LIFT STATIONS TO BE S. ATN A MINIMUMEENTAF LE FEETNDUN-OTAA AND iB ANCES VERTICAL SEadlr wousmESRPERUEVTRME. (PUMP) SEPARATION BETWEEN POTABLE AND NON-ROUBLE CONYEYARCE SENTEYS €" i_ $\ ,ll� CITS DEDICATED TO THE CITY ARE PROVIDED IN SECTION 6-51 AND PER THE i'v ors CURRENT LIFT STATION STANDARDS AS ESTABLISHED BY THE CAN'S G.ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS g / EAANLIACTURED Ac<Erluu er n�nvurwounw.suL MAINTENANCE DMSION/SEWER UTILITY.LIFT STATIONS ARE DEFINED AS DEPARTMENT PERSONNEL ONLY.ALL RELIED NEW AND EXISTING,SHALL BE y�. \\�\ /04 SEWAGE PUMPING SYSTEMS THAT SERVE MULTIPLE NIFIRESIDENTIAL LOTS OR ACCESSIBLE AT ALL RAPES. $ i A NON-ROFT DEVELOPMENT GENERATING SIGNIFICANT SEWAGE _ VOLUME OFT STATIONS MUST BE DEMONSTRATED TO BE NEEDED,COST - ANDEFFECTNE FOR ME CRY TO OW AND MAINTAIN BASED ON SEWER RATES mamEsssrzu AND IJFECYCANORM COSTS,MEET THE MMNIEMANCE DESIGN �� !` INSIGHT ENGINEERING CO. STANDARDS AND BE PERMITTED AND APPROVED SOLELY AT THE INTEREST '\ /yrstraw OF THE DEPARTMENT.GRINDER PUMP INSTALLATION FOR INOMDUA P.O.BOX-1478 PARCELS WY BE ALLOWED UNDER SEPARATE REVIEW PER SECTION 6-5.2. ` EVERETT,WA 98206 ALL REQUESTS FOR INSPECTIONS AND FOR WITNESSING ACCEPTANCE , '.'-- rmREroCE (425)303-9363 303-9362 FAX TESTS SHALL BE SCHEDULED WITH ME PUBLIC WORKS INSPECTOR AT - •'•'"-, $'�} INFO@INSI 3(425)NEERING.NET LEAST 24 HOURS IN AOYANQE FAILURE TO GIVE ADEQUATE ADVANCE •�� --' -Mr SETSCREW NOTICE MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED I SIZE ADDRESS: 3830 COLBY AVE INSPECTIONS. EVERER,WA 98201 • -x v.uniE+ • xurovw 1 PER CITY 1ST RMW ORE 03-22-2021 wrux wMsiwaxsssl TAX ACCOUNT NO.'S: 00411300301700 REY.NO. DESCRIPTION INITIALS DATE 00411300301900 UTILITY CONFLICTNOTE.- VALVE BOX AND EXTENSION VALVE OPERATING NUT EXTENSION CAUTION.' CITY OF EVERETT rt R. k w RY.•Wr Q of ASAJ 9 SE 1/4,SE 1/4,SEC.30,T.29N..R.5&,W.M. THE CONTRACTORDIMENSION, ION, BE RESPONSIBLE FW VERIFYIHA ES j - Aw 1 N• �J'b f SHORN OTESE AND DEPTH OF ALL IXIINO UTIurIES WHETHER -• ...L.-I-, T IPENela /x;` 7,1r1 °y // COLBY MIXED USE SURVSHOWN ON THESE PLANS OR NOT,BY VERTICAL LOCATION THE MUTES MD 3 ING ME HORIZONTAL AND LOCATION PRIOR TO 8� I RI VALVE BOX AND EXTENSION oa w CONSTRUCTION.MIS SHALL INCLUDE CALLING UTILITY LOCATE B v sv �5 ••J �:� TIRO f8E/1A11E DESIGNED BY: 617E SCALE JOB NO.: ^ I 1O800O424O555E POTHOLING ALL OF TTNGS O EXISTING YSICA UTILLY LITIES AT �-LOCATIONS OF NEW UTILITY Y WHETHER ''P v' 69ZS 20I099�R-0UNLMQ DNK o1/21/2021 I'=20' 20-1099 •j/I/- W NOT CONFOCTS BASED LOCATIONS OF SAD LOSES I SHOWN ONF'rs/8 AT LE_•pS I SHEET ti THESE PUNS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION ©VALVE BOX AND EXTENSION DETAIL. °CUNT AND ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE Know what's below. 505 RCONTRACTOR SHALL CONSULT ESOLVE ALL PROBERS PRIOR TO PROC�E PROCEEDING consTECCRON Ca before you dig. N'T�' moo' 03/29/2021 DRAINAGE AND UTILTIY C2• NOTES AND DETAILS