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WENTZ SP 1111111 . <br /> SECTION 23 , TOWNSHIP 28N , RANGE 4E5 W. M . Z <br /> 0 <br /> n <br /> / GENERAL WATER NOTES: <br /> o <br /> / No connections to the existing mains will be allowed except by <br /> /- s means of an approNo <br /> ved backflow prevention device prior to NAlxssxNxBE rAcroR.Tea. <br /> satisfactory flushing, testing, disinfection, and receipt of Q e �oE,�W6mxxE°nox:ro <br /> / Q \ satisfactory bacteriological test results. - 1l^- -' -"'- EII_-III zensasxnu er xsmomr wax <br /> — _ <br /> ®® � IE=538.54(18"CMP SW) rwx ovrx Deae°ssseenaRxs ID <br /> / Connections to and taps on existing mains will be made by the Cwwuxe AwwAmm APRRwe°C°°Purr° s0.O�`w°x°YxG:�oE w`�DSiQ <br /> R MMH541.52 / "` k ^ City Utilities Department at the developers expense. The City �N"I°N'I"s --ATPAO°`x'• O <br /> IE 3.CL / e \\ p\ I Utilities Department shall be given at least 5 business days nm.Ls m mxxernoxs,00x WC01 cR a a a a a <br /> M A Nq 88 notice for each connection. The City Utilities Department shall ex sD RDe6ewex seweR xw xs sx.0-e Ruxe ReR <br /> ^ L SatoD' thereafter determine the date and time at whcih the connection R°E SFNER �"` n�AgpDvn Acru6nenm13 oma e6r6r <br /> / Q \ ® shall be made. <br /> r x° 6� wxwa <br /> sq \ �...,Isy <br /> All work and materials must conform to City of Everett °P w— ew •4 <br /> ce TY7 N \ Standards. � ax � M omw w�x6we x wA s=Por_TC CO <br /> / RIM=540.16 `2 \ Zo \ I I 1 Isc[mx6s1 1 <oncn[,E61oa= E� s z W <br /> IE=538.43(12'CONIC Nw) 0 1 I I A pre—construction meeting shall be held with the City prior to NO1'Sz <br /> v-x xr as mxcReRe ee°«mxcxerz sxAu xe wnxcrnoxsroo-snx°x°Pe sewcR <br /> o>raMeRcru coxwCle ma ns aueo our ix nuixs sxauxe nude Rexsrunai° m r <br /> / IE=538.34(12'CONIC SW <br /> I I \ the start of construction. The City of Everett Public Works �xor oarma mxcRne °esu£°w,x 6ax: oRAw�x°6u on s�oe-wAuruswx. y.eYe <br /> PRIVATE DRAINAGE IE=538.24(18"CMP NE) so \/� Inspection Division must be notified at least 24 hours prior to TYPE"A" M TYPE"C" Y�I <br /> / EASEMENT IE=538.35(18"CMP Se \ I 1 3 commencement of construction. S •• <br /> TO BENEFIT TPN: /�Z \ <br /> / 00552500003200 I The developer or the developer's authorized agent shall notifye�„�-rte_ e � � q <br /> / I IE=538.99(12"CONIC S) the City Utilities Department of a person who can be contacted <br /> / I m I regarding problems during construction on a 24 hour basis. <br /> PROP. Mai tain a minimum of 10-feet horizontal and 18-inches a - r r 1 1 <br /> / DUPLEX so /i <br /> vert, <br /> ertnical separation between potable and non-potable conveyance 1 LJJ <br /> xorP <br /> systems. <br /> I m / All City of Everett valves shall be operated by City Utilities �� s,°es�R eiwre <br /> 18 LF 6- PVC Department personnel only. All valves, new and existing, shall r-wio�i6O°"""'T1OH ��furuRe�e� <br /> be accessible at all times. 5z6r M'".s.nPe ^s'^+Ax s�oe 6eweR <br /> m v,� S=0.083 ft/ft <br /> ---Y lA (AB) ( 31-M-14 <br /> °R­ <br /> CITY OF EVERETT R�■ <br /> UNIT / I I I D �2)_1 MATER .5'Ax °R1'MI%CONOrE'IE Unes xxx MUM PUBLIC WORKS DEPARTMENT r <br /> A / A�,. °\ I z n\ SERVICES FOR p' _-Axx6A°-u.ePwxx�Ix6 Mw�M°M /°R wxCReTe N.°«sANe As,rRe-AI _ n__ __ _. ;zi3o'aass J <br /> DUPLEX ON i °mma ox ue TYPICAL SIDE SEWER <br /> 3$ TYPE"B" TYPE'D' 1 <br /> n. o 1°RcnxcuTeeux«,uxaeasn An CONNECTIONS 602 <br /> ml 0524 ;°PROP. ° + LOT 1 (ONE EACH SIDE SEWER NOTE <br /> `Mz2z I SHARED I ° 11 FOR UNITS A & B RrveA x,c,A° Uj <br /> 'o 1 UNIT I F3RIVQWAY:/ ) SIDE SEWER PERMITS SHALL BE V! <br /> a1 (AB) OBTAINED FROM MWWD AND SEWER Q <br /> LOT 1 3 B i A STUBS INSTALLED FOR EACH UNIT/LOT NOTES '' 1 <br /> SSCO / 3 PRIOR TO SHORT PLAT RECORDING. RR°vn TO <br /> PER °waw�x°bo: y„1 <br /> - PER C E-STD.° % <br /> zl DIG..,604a PROP. 6" z wAr 6MMxuNPPcs�xRK,«ro. <br /> wl I SIR SEWERS FIRE SPRINKLER NOTE VJ <br /> \ FOR LOTS 1 AND 2 °RAwixc6w. uTPmsrAx°AR° <br /> I�T535.42 a (2% MIN. SLOPE) REQUIRED FIRE FLOW FOR THIS I;raW °­- <br /> W7 <br /> im <br /> I \\ AB \ (AB) PROJECT IS 1000 GPM. WATER FLOW °xeRAs . cryM"MnM,°,,,Lor,<R Labs ul o N°° <br /> 65 n _ _ _ AT THE NEAREST FIRE HYDRANT IS - �w�rn <br /> 75' I II I W DUPLEXES REQUNDER 1000 UIRE RE NFPAM. 13THEREFORE, BOTH Ld Co c6 of <br /> GENERAL NOTES CO <br /> / I SPRINKLER SYSTEMS. ' eAxo 0 LO <br /> rxn/APwA N Lf <br /> 1-1 a—ReoxRDwexr=°x F_LLI w <br /> y// A ARReR Ax°ARn°waw xGx. W <br /> Y a �OSZH I p <br /> PROP. <br /> , - A�nero�Re A°a��sno a"oARn N AP� o W <br /> / LOT 2 31 i :_yK6`t€WAY ° I \ $ SERVICESIWATER <br /> FOR Trelrx '' 6wx�xr—wE.orco"6'"C'r°I N w <br /> DUPLEX ON <br /> / \ I <br /> UNI T i/ a s: LOT 2-UNIT A u xxccnoe IiMiM <br /> y - i CB TY1 (AB) �Ki nn Q Z <br /> RIM=541.19 srRN eH _ <br /> \ IE=538.12(18"CMP N) NMnoewmlARPRove° <br /> I 3 \ a IE=538.08(18"CMP S) rxrwcs. <br /> 1,/ II � x xE NAup°r.ni:a�Bzeli�CONsnurn°Nvm W <br /> � o W� <br /> \ RIM7343.30 u, NoLLzMrRURExraro°I6vA 6xowx <br /> O mwm vulva C5 LU <br /> IE=539.00 3 n a G Z <br /> (AB) cqi) <br /> PROP. 19 LF 6' PVC — — — @ Z <br /> DUPLEX S!0.270 ft/ft P � ` -.1 PCITY OF EVERETT W <br /> (AB) 1 3 PUBLIC WORKS DEPARTMENT <br /> LOT 2 TO USE L/ a ':"" °"' - w�ix°x6 <br /> EX. 1" WATER SERVICE / TYPICAL SIDE SEWER LAYOUTS 601 <br /> FOR UNIT B I I <br /> (AB) I <br /> "t Orn U) <br /> x Q <br /> �1 <br /> cB Tn 3� a EX. FIRE p ym O � <br /> RIM=S40.as HYDRANT �.+ Fut <br /> IE=537.34(18'CMP N) I n Wu 1 V J > Q <br /> IE=537.44(18"CMP S) � � � > N W <br /> AS-BUILT NOTE: F z W <br /> t— I � CB TY <br /> z LU O f7 <br /> _ D RIM=540.69 W F <br /> r^ IE=538.69(12'CPP Ns) THE AS-BUILT INFORMATION SHOWN WAS U Z <br /> PROVIDED BY HARMSEN, LLC. OMEGA WLU <br /> m a IE=538.98(6"PVC E) ENGINEERING HAS PREPARED AND STAMPED W <br /> A _ _ _ — THIS DRAWING BASED ON THAT INFORMATION. 0 20 40 O W W = <br /> 30' o <br /> 30' I HORIZONTAL SCALE T Z Z <br /> SSM, <br /> RI =540.60 V 0 N <br /> IE=532.60 CL <br /> rR�1 N.. x-RAW <br /> T- 5/30/18 <br /> CALL 48 HOURS - 1"=20' <br /> BEFORE YOU DIG <br /> 811 A°Rx°rye or 7 <br />