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SEC. 34, TWAT. 29N, RING. 04E, NE 114 OF SW 114 <br />IE = 12741' PVC 8" W <br />Know what's below. <br />Call 811 two business days <br />before you dig, <br />CB GRATED LID SUMP DETAIL <br />NOT TO SCALE <br />0 20 <br />SCO/e 1' = 20' <br />FRLL NEW <br />OMODEMOUSHEO HOUSE OV LOT SER MM IN 7NG IW BOX REMAINING <br />NEW LOT AND A DORMANT S6RW/CE /NSPfCRO; lRU BE RE' I � TMRIE <br />NEW METER INSIALLI RON /F NO METER /S FOUND 10 CURRENILY EXIST. <br />MASPHALT R/ ENSURE <br />WAKING PAIN <br />PA IED SHOULDER AND 16-FT <br />FROM CL OF RDW pfR pbTy <br />OF EVERFTT cm / <br />RIM = 127I9• SAOICUr 1' <br />lE = 12598' CONCRETE 10"E 'F EXISRN <br />IE = 121.11 CONCRETE 10'W INSTALL A= <br />(LE=12S74 SW It S (NEW) SS-1 OR E <br />ADAIST LID AS REWIRED TO <br />EA)E 0.1' SUMP A <br />NROUND <br />NEW ASPHAT PER D£TAI( <br />THIS SNf r..) <br />REBAR AND CAP FOUND P22 i-B <br />1/2' REBAR MCDUFF 13041'M a F <br />1.2' ABOVE GROUND M/N/MlN <br />P F ASPHALT "AKMENT.�—UDED <br />WITH £XTSRNG AND /S IO MATCH TO <br />CURB AND TO On IF A WTIER UNE <br />FLOW. <br />.c='1l 2 6- CONCRETE S <br />DRAINAGE PLAN NOTES. <br />7. NO PART OF ]HE DRAINAGE SYSTEM SNAU. BE COVERED <br />CW�A�D PUT INTO USE UNRC IT HAS BEEN <br />INSPECTED, JESTED, AND ACC£P/E0 BY THE qry C4v EVtRE1T. <br />2. ACC ONSWORAND MATERIAL $HgTL CONFOPN 10 THE pry OF E"RETT DESIGN AND CONSIROGRDN STANDARDS AND <br />SPEpFlCgRONS AND 1Hf WSDOT/ApWq STANDARD Spfpf/CARgJS FqP ROAD, B,p/pg q/y0 ,yUNICIPAL <br />UC77O <br />j.S APPROVJAIE(CUR�OCA1>ONSENT W EX/SRNG URURES HAM BEEN <br />SHOMJ FOR CONIkNIENCE THE CON7RAC10R SHAL( BE OBTAINED FROM AVAILABLE RECORDS AND ARE <br />AViMO DAMAGE 70 ANY ADD' A' <br />URU7/E5 SHOWN. IF C� F C15TS IM EXl3MRNC U 71E5 A R��NCD 70 CONSTRUCRON, ME CONRACTOR ALL <br />NO/7FY THE PUBLIC WORKS /NS°ECTOR AND ANY CHANCES REWIRED SHAU <br />BE APPROVED BY THE Gry ENGNfER PR/lER TO I:OWMENCEMENT OF RELATED CONSTRUCRON G'l THE PRO,ECT. <br />4. ALL SiO,RM SYSTEMAR <br />S IBR{/N THE PUBLIC R/p1T-p�-WAY OR /N EgSEMENiS' MUST BE <br />STAKED BY $(IRbEY FOR LINE CTp1 BAT SYNTGRAIES TBE CSpLED OR STAMPED yUMP NO WASTE, DRAINS R/ STREAM, IgKE <br />RIVER, PUCEi $q/NO. pR WEILANO.'CHD. APPROPRIATE FA IURE fOR IHE PPOLE , <br />PIPE ALLOWANCES <br />PIPE MATERIAL N <br />`ONE 13 BAR HOOP FOR 6"HEIGHT <br />INCREMENT, SPACED EQUALLY <br />RECTANGULAR ADJUSTMENT SECTION <br />-3 BAR <br />CORN <br />BREACH i <br />I I <br />N30AR HOOP 1 <br />ALTERNATIVE PRECAST BASE SECTION <br />(SEE NOTE 11 <br />FRAME AND VANED GRATE <br />ONE W3 BAR HOOP FOR B" HEIGHT <br />INCREMENT, SPACED EQUALLY <br />RECTANGULAR ADJUSTMENT SECTION <br />ALTERNATIVE PRECAST BASE SECTION <br />(SEE NOTES) <br />SOUND <br />PLO <br />0 <br />. <br />I <br />. 2 <br />S <br />. <br />TAILS AND <br />TRAILS Doc <br />_ <br />PARK <br />VlCIIVITY MAP <br />N.T.S. <br />NOTES <br />1. AS ACCEPTABLEALTERNATIVES TO THE REBAR <br />E 0 E <br />LACED [CORDING TO W500TST <br />THE AND <br />MINCMUM AREA)OF 012 SQUAgHH E <br />NCHIES Eq <br />REQUIRED REBgq SHOWNXIN TX <br />LEGAL DESCRIPTION: <br />-ALTERNATIVE <br />FRECA5T Bg5E5ERI0N. WIRE MESH SHALL NOT <br />BE PuceD IN THE KNOCKOUTS. <br />2. THEKNOCKOUTDIAMETERSHALILN <br />LOT 77, EDGfWq TER, ACCORDING TO THE PLAT 7HEREOF RECORDED IN 141 <br />10 OF PLAT$ PAGE 94, REDOROS LIME <br />GREATER THAN 18". KNOCKOUTS <br />OF57JOH <br />S/NA1E IN THE COUNTY OF Sy -' OFSH BOSH//✓ A�INGTON <br />HTBE <br />SHALL HAVE A <br />MAKIMUM. <br />STq <br />ROIRDEq SI�MINIMUMIS., BETWEEN THE KNIXE 'S" qI AND THE AP <br />(LEGAL DESCR/PRON PER STA7UTORY WARRANTY <br />OUTSIDE OF THE PIPE. AFTER THE PIPE IS <br />INSTALLED, FILLTHE GAP <br />DEED A.F.N. 201911140460) <br />WITX JOINT MORTAR IN ACMMIMU E WITX WSpOTSTANDARD <br />SPECIFICATION <br />9-04.3. <br />BASIS OF BEARING: MONUMENIED CENTERLINE <br />3. THEMAKIMUM DEPTH FgOM THE FINISHED <br />GRAoe ra THE LowEsrPIPE <br />OF SOUND AVENUE TAKEN AS NORTH <br />O'00'37 WEST. <br />IWERTSHALL BE B.s'. <br />4. THE FRAMEAND GRATE MAYBE INSTALLED <br />DATUMNAM88-SU87RACT Z688' FROM NAM 88 TO ACHIEVE NGM <br />WITH <br />THE FLANGE DOWN OR INTEGRALLY CAST INTO <br />THEADIUSTMENTSECHONOUITH <br />29. <br />FLANGE UP. <br />S. THE PRECAST BPSESERION MAYHAVEA <br />ROUNDED FLOOR, ANp THE WALLS MAY BE <br />BENCHMARK.' FOUND CASED, 4' DIAMETER ROUND CONCRETE M ONUMEN7 W11H 2" IRON <br />W77H LEAD AND BRASS P/N. LOCATED <br />stoPED aTa RAreoF l:za oft sTEEE. <br />PIPE <br />AT 7NE INN7ERSECRON OF SOUND AVENUE AND UPLAND <br />AVENUE AKA CITY OF fVERE7T STA77ON <br />fi. THE OPENING SHALL BE MEASURED ATTHETOP <br />818-02-52. ELEVA RON= 101.30 <br />OF THEVRNO vsESE-ON. <br />J. ATHEINLL UP HOLESSHALLBEGROUTED <br />REFERENCES' (P) PLAT OF EDGEWATER, <br />FULL AFTER <br />THE INIEi HAS BEEN PLACED. <br />(Rf) RECORD OF SURVEY, qfN 9004045� VOLUME 10, PACE 94 <br />PROJECT CONTACTS <br />OWNS% <br />R/AN HA-- (CASCADE <br />GENERAL CONTRACTORS) <br />PO BOX 34 NORTH LAKEWOOD. WA <br />98259 <br />'srDPLANB-25.B0-00ACCEPTABLE SUR,TTUTE <br />CITY OF EVERETT <br />PHONE.. (425) 754-5885 <br />EMAIL: rienQcpscadegcinc. cam <br />PUBLIC WORKS DEPARTMENT <br />ARCHITECT <br />3/oi/zov <br />TOM LEREN <br />PHONE, 206-954-4}45 <br />CONCRETE INLET <br />401 <br />EMAIL: tom�'erendesign.cpm <br />/ I <br />NOTES <br />1. AS ACCEPTABLE ALTERNATIVESTOTHE REAR <br />SHOWN IN THE PRECAST BASESECHON, <br />FIBERS <br />IPLACEO ACCORDING TO THE INSOOTSTgrypgqp <br />SPEOFLIM <br />560RWIEMESHHAVINGA <br />AR <br />MINIMUM ggEA OF p.125QUARE INCHE PER FOOT <br />XLEEUSE. <br />REBARSHOWN <br />I <br />PROJECT INFORMATION: <br />INTHEALTERINATIVE PREO4 BASE SECTON.. MESH SHALL <br />I <br />SITE ADDRESS 3618 <br />NOT BE PLACED IN THE <br />KNOCKOUTS. <br />SHORE ALE EVERETT, <br />WA 9B203 <br />2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER <br />THAN NOT <br />TAX PARCEL: 00433600002700 <br />ZONING. <br />20".KNOCKOVTS SHALL HAVER WALL <br />THICKNESS OF2"MINIMUM TO MAXIMUM. <br />PROVIDE A SS"MINIMUM <br />I <br />R_S <br />GROSS SIZE: 17,424 SF (0.40 AC) <br />Gpp BETWEEN THE <br />KNOCKOUTipALLAND THE OUTSIOEOF THE PIPE. <br />AFTERTHEpip E ISIN STALLED, FILLTHE GAP <br />PA <br />SETBACKS <br />FRONT.' 20' <br />WITH <br />WSoDT PE AR IN ACCOROANCE WITH STANDARD <br />ws0orsvEOFICATI0N 9oa3. <br />N17WN LOT 2 <br />SIDE. 5' <br />3. THE ""MUM DEPTH ROM THE FINISHED GRADE <br />TO THE LOWEST PIPE INVETSHALL <br />PANHANDLE <br />1'�8 Sf <br />I <br />I <br />REAR: 20, <br />BE S.5G <br />4. THEFRAMTE MAY BE INSTALLED WITN <br />FILANGE <br />AWUGTMENANCE DATSEWN, <br />CTOORNOUIINTTHEGRALLYFLANGE C45T INTO THE <br />gD1UP. <br />S. IF" BASE SECTION MAY HAVE q gOUNDEO <br />FLO00., ANO THE WALLS MAY BESLOPED'A <br />- _ <br />PA <br />PA PEMfN7 <br />UL <br />RATE <br />OF1:24OR STEEPER.SF <br />6. THE OPENING SHALL BE MVUREDATTHETOPOF <br />THE PRECAST BASE SECnoN. <br />SHEET T LND <br />).ALL HOgE SSHALLBEGROUTEDFULLAPTER <br />- - <br />1 -SITE PLAN AND DRAINAGE <br />E.,IQiUp <br />THE.,HAS BEEN PLACED. <br />2 - 7ESC & DEMOLITION <br />ROW WWS <br />RDFIRWO <br />f� TI rl <br />AREA• ZM7 SF 1 <br />SEP112 <br />-- <br />CITY OF I V <br />Permit Ser <br />LOT 2 <br />APPROVED <br />WSDOT STD PLAN 8-5.20-01 ACCEPTABLE SUi IITUTE <br />LOT 2 INPERM R Ac <br />Office of Community, planning & Economic DemloPmenT <br />PLANNING <br />CITY OF EVERETT <br />DEPARTMENT <br />PUBLIC WORKS DEPARTMENT <br />W0` 4,255 SF <br />p <br />NAME.=� 8 $ 12PL2_ <br />W 5772017 <br />Z NET. 187 W <br />DATE: <br />CATCH BASIN TYPE 1 <br />402 <br />LOT 2 IMPERIVOUS AREA EXHIBIT <br />NOT TO SCALE <br />71,�44 <br />REWS/ON DATE 7-5-21 <br />ONNA BRESKE & ASSOCIATES, LLC <br />LAND LTING & CIVIL ENGINEERING <br />STER SLOUGH RD <br />MISH, WA 98290 <br />E 206-715-9S82 <br />NNABRESKE.com <br />SITE PLAN & DRAINAGE <br />FOR <br />RIAN HAYWARD 2—LOT SHORT PLAT <br />TAX PARCEL: 00433600002700 <br />DATE: 3-25-2021 <br />SCALE' I " = 20' SEEET: I Of 2 <br />Di <br />