Laserfiche WebLink
WENTZ SP <br />PRIVATE DRAINAGE <br />EASEMENT <br />TO BENEFIT TPN:� <br />00552500DO3200 <br />/ PROP. <br />DUPLEX <br />SECTION 23, TOWNSHIP 28N, RANGE 4E, W.M. <br />S ¢ � <br />SSMH a <br />RIM534.98 <br />I541.52 <br />E=534.98 <br />CL <br />M <br />I Q <br />CB <br />\, <br />TY1 <br />RI <br />RIM= Q \ m \ <br />IE=5313.438.43 (12" CONIC NW) <br />A) <br />IE=538.34 <br />IE=538.24 118" CMP NE) <br />IE=538.35 (18" CMP S <br />m3 <br />/ C) m3/ <br />N I > <br />m <br />MI <br />m 0524 <br />_/ UNIT <br />LOT 1 e <br />PER <br />rn <br />w <br />\ 65 <br />75' <br />—LJA <br />10528 <br />LOT 2 3I <br />/ - UNIT <br />\V -i B <br />0 <br />PROP <br />SHARED <br />, <br />°i SHARED <br />ai BRIVIbWAY<I <br />1 °SSCO <br />-t STD. <br />13 6.044 , <br />I I I <br />I i ° <br />. .1 <br />"1 ARED 2 0 <br />a°'.9 A' WAY " <br />1 p° <br />1 <br />(AB) <br />PROP. 19 LF BH PVC <br />P <br />DUPLEX S=0.270 ft/ft <br />LOT 2 TO USE <br />t) <br />EX.1" WATER SERVICE <br />/ <br />FOR UNIT B <br />(AB) <br />I O <br />CB TY7 <br />RIM=540.49 <br />IE=537.34 (18" CMP N) <br />Ilya <br />IE=537.44 (18" CMP S) <br />N <br />— — — <br />— _ — — — — <br />30' <br />GENERAL WATER NOTES <br />�IE=539.12 (12" CONE NE) <br />No connections to the existing mains will be allowed except by <br />means of an approved backflow prevention device prior to <br />satisfactory flushing, testing, disinfection, and receipt of <br />satisfactory bacteriological test results. <br />IE=538.54 (18" CMP SW) <br />/\ <br />Connections to and taps on existing mains will be made by the <br />i <br />City Utilities Department at the developers expense. The City <br />Utilities Department shall be given at least 5 business days <br />(NAMRS80 <br />notice for each connection. The City Utilities Department shall <br />ri OD <br />thereafter determine the date and time at whcih the connection <br />® <br />shall be made. <br />IAll <br />work and materials must conform to City of Everett <br />Standards. <br />A pre —construction meeting shall be held with the City prior to <br />the start of construction. The City of Everett Public Works <br />Inspection Division must be notified at least 24 hours prior to <br />commencement of construction. <br />The developer or the developer's authorized agent shall notify <br />IE=538.99 (12" CONIC S) <br />the City Uthitles Department of a person who can be contacted <br />regarding problems during construction on a 24 hour basis. <br />Maintain a minimum of 10—feet horizontal and 18—Inches <br />hvertical <br />separation between potable and non —potable conveyance <br />systems. <br />P <br />— -- P = <br />All City of Everett valves shall be operated by City Utilities <br />18 LF BH PVC <br />Department personnel only. All valves, new and existing, shall <br />/ S=G.OB3 ft/ft <br />be accessible at all times. <br />(2)-1 WATER <br />SERVICES FOR <br />on, <br />'� \¢ DUPLEX ON <br />LOT 1 (ONE EACH <br />SIDE SEWER NOTE <br />FOR UNITS A & B) <br />SIDE SEWER PERMITS SHALL BE <br />(AB) <br />OBTAINED FROM MWWD AND SEWER <br />o <br />w <br />STUBS INSTALLED FOR EACH UNIT/LOT <br />PRIOR TO SHORT PLAT RECORDING. <br />PROP. 6" <br />w SIDE SEWERS <br />FOR LOTS 1 AND 2 <br />FIRE SPRINKLER NOTE <br />(2% MIN. SLOPE) <br />REQUIRED FIRE FLOW FOR THIS <br />(AB) <br />PROJECT IS 1000 GPM. WATER FLOW <br />o / <br />VSPRINKLER <br />AT THE NEAREST FIRE HYDRANT IS <br />— — — — <br />UNDER 1000 GPM. THEREFORE, BOTH <br />TS <br />REQUIRE NFPA 13D <br />IDUPLEXES <br />SYSTEMS. <br />o <br />I> (1)-1" WATER <br />I I N ¢ sFRvlcEs FOR <br />j DUPLEX ON <br />31 LOT 2—UNIT A <br />Ca TV (AB) <br />RIM=541.19 <br />n \ ¢ IE-538.12 (18" EMIR N) <br />3 \ IE=538.08 (18" CMP 5) <br />0 0 11 <br />+ M / <br />N ¢ <br />Y <br />PI P — <br />VIIN� ; <br />N1 I s <br />�I N <br />EX. FIRE <br />� W¢ HYDRANT <br />M c9 r1 <br />m 0 RIM=540.69 <br />IE=538.69 (12" CPR NIS) <br />m IE=538.98 (6" PVC E) <br />� o <br />M <br />SSMH <br />RIM=540.60 <br />IE=532.80 CL <br />I <br />gEsxmMa sEEsxEEFMn — <br />NOTES <br />PROPERTaUNE <br />q ¢ aF-wgv <br />R <br />q <br />_ IDEESSEWERCONNECIIONSTCPYCNEW <br />GRADE EIEVA�X <br />WARIS <br />--- ---= <br />UII-III= <br />ILDEAB BMALLBERODDax YWNEN <br />6�P,�,�;;;- <br />DOOR BInIFFa 1lwFETFERA <br />MANVED <br />/ <br />mIMIXG PWNA <br />PPRGVm[WWXG <br />DE DIID WXEM E#RWGSWESEVEN LS <br />C9m <br />PLUG <br />uxwnw loss 1xAx ®Evm AT PRDPEm <br />u <br />° EMMING IDESEWERVILDRAEPPESErnD <br />ATEMN END OHmxAFvmRGER <br />MFWAUAI <br />GPRPRDODCR"OR <br />r�w� <br />dm PVCSEWERMNHPREECO <br />NECTOX <br />STANDARD DRAWI NG ME WHERE WXG <br />NEREPI <br />xRomVERIPEAuan¢XZARESHawHFDR <br />ED AXD UNPAVED ARAI FIR➢ <br />WTAWnDX Is AWROPRWTEIKEMNxErnaVRERREDIXmNCREIESXALLBE <br />SAMEAs <br />BELEHZLsI <br />MERaAECOx pETTE m¢Aswunanlx <br />' <br />ryOxcw.mETEBLacK <br />PP rx) <br />D SAxD&1G HUEDNAm6Das <br />DRAWING 612 ORMER WAUFUHDX - <br />Ml�wofvmrnumxcRTE <br />TYPE"A" <br />TYPE"C" <br />SEEsxaTMf — q KESHEETMa <br />It <br />E U�ADON RON <br />A <br />- <br />TT-iTT=r <br />m=II11H <br />�-•- r�svquavncee <br />it <br />INDTALLEAP <br />EUMENG <br />5FRIEDW <br />NE ErPvcALI <br />aaR6 <br />MFGPO AWWA <br />APPROVED CARCOUPD <br />xG <br />PADN <br />ING <br />EDIrn <br />IOR6WS <br />PVESENER MN <br />SIDESEWER <br />LEAGUE <br />aI <br />35'MISEEMNNEnn <br />. <br />NMES2Ra* <br />MxSLOPE <br />un� <br />�IN ceMP <br />46 <br />O <br />SgPDPERSRDEENW <br />.WCALMD RI <br />WMIN ORA N <br />CITY OF EVERETT <br />A6•IN <br />M1aSMx MUM <br />DUD OUEOMENry <br />PUBLIC WORKS OEPCREMEMT <br />IDR canaeTE emr; SAME u TYPE'A'1 <br />.- - <br />AGFILM WITH WERE MINIMUM <br />1Z/sDYM l6 <br />TYPE I CMINIMmxMETTE <br />TYPE D' <br />TYPICAL SIDE SEWER <br />(OR CONCRETE emu, SAME AS TYPE Ao <br />CONNECDONS 602 <br />Fa R caa <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 02/14/2024 <br />Permit Inspector <br />AF PER <br />PEONAL <br />BUEIDUNGMNI <br />PAL <br />WIMPLE <br />MEAN OUT <br />AT BLUE <br />PROUPERTV <br />AS —BUILT NOTE <br />THE AS —BUILT INFORMATION SHOWN WAS <br />PROMDED BY HARMSENF LLC" OMEGA <br />ENGINEERING HAS PREPARED AND STAMPED <br />THIS DRAWING BASED ON THAT INFORMATION. <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />811 <br />NOTES <br />GDXNEGn¢x ro 6EAER MAI X PER 6E<. T DF <br />Pawlsi¢FDxau"D saxTDMAssRD D�RAwIrvGSDc <br />wgTAu Ig MINIMUM PPE X MGM BE <br />M w Nw�D- <br /><-MUSEWER UwMMRHAFAMILY <br />6 MIXIMUMFORAUOMERUSEs. <br />GENERAL NOTES <br />�HU,no��; ��n �RIDGEAX¢ <br />umCmumrslREKTMw wsv¢r�nPwA <br />uFOR Eu D NCO OR <br />TUE <br />3 w1MEMMUMIONPRRATEPROPERTY <br />MEASPER�m XPAYEO <br />3 CIEAH�VMgRETO BE WHSIRVEIm <br />t'SfsWEEP54 <br />RRNGMTSARENm1iAMNR¢ <br />_ IEGRAo¢AREESIIUa'/ETI <br />MIMMUMTDIMX IFr/F11 manmuM. <br />_ MDnDEG1R,NGHTXE,wEEN <br />Az%LL mlms. NNNGEa Ix SANE w <br />F vwDEsssww R MAtt wlrn APVRavM <br />6InHoEVIER. MNaRMURvaxAEIxRDLIEI'ImX polo <br />TNvkl mFRMmM ARE <br />FOP IumTRnnvEvuavasEs wiL W <br />ecCITY OF EVERETT <br />PUBLIC WORRIES OEPRRIMEMT <br />TYPICAL SIDE SEWER LAYOUTS I 601 <br />20 40 <br />IIII <br />HORIZONTAL SCALE <br />Z <br />0 <br />L) <br />0 <br />(0 <br />W <br />0 <br />3 <br />J>Z <br />06 <br />J <br />In <br />N <br />LU <br />LU <br />v ) <br />c <br />C <br />a <br />x <br />Z <br />NJ <br />a <br />3�Q <br />N <br />Z <br />row <br />W <br />Z <br />ED <br />LLI <br />0! <br />(D <br />Z <br />O <br />> <br />LL <br />0 <br />0 <br />0b <br />- <br />0 <br />0 <br />Of <br />'�=/ <br />v) <br />Ge <br />0N <br />m <br />U <br />OL <br />17-1004 I RAW <br />5/30/18 <br />ROME. = 20' <br />��'6 7 <br />