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GENERAL NOTES r sondord <br /> 9625 Inerd Avenue SE <br /> Snohomish,WA9g390 <br /> Nopmry We 1 Existing Site Information 14 3 51 319-0661 <br /> Toning: R:1 <br /> Total Area 15,289SF <br /> Proposed Site Information <br /> lnt 1 <br /> An..6°nada FI°w Palh pexarWeFun tot Area 8,7565E <br /> DvemY <br /> Frontage Width: 681E <br /> ITotal Width. 681E <br /> nmedaM Manton - Total Depth: 1281E <br /> rating Sewer. 5--18.0% paea Dn,.war Lott <br /> ro en and Memum Dsdrc �- p..o'wme <br /> GasMeter and Sen. <br /> ant Area: 6,5355E <br /> �—� Frontage Width: SOLO <br /> C Total Width: SOLE <br /> 5 t \ Total Depth: 1331E r <br /> Lot 1 CONSTRUCTION NOTES 11-'� <br /> 1 Existing House Prow, and n ,, ,� <br /> r - Asnna Ir PEStorm Man on <br /> ro O1 Inutall3'PWFethYkne Domes.WlIEr 30Ncl And <br /> Amin..PE <br /> w <br /> t . • Meter per City of Everett 5tandaMonwln8 M50IA n51re JD Sumner <br /> d <br /> 0 <br /> Install Sewer Oeanaut Typelln Rw R0 <br /> dway pet 6159 3oa 8990 <br /> Ci ...Standard Drawing 8604. <br /> • <br /> rot g Earwig O Install Sewer Deanout Type n landscape per CIO <br /> r Oame and Aroma Ma to a fret.Standard Drawing 4604. <br /> il' a rLi WaterM ter Protect and Ma ratan O TDWka Trench Sete Doper Gry dfveast Stall bl P.m <br /> Eatmgg'D1'Water MaM rawn84610 <br /> Approx 4 Deep 7420 Upper Ridge Road <br /> • <br /> \by t O tesaunemc Drop MelwkConnecten per clryof Everett,Wa 98203 <br /> •i1.�\i Everett Standard Drawing IMR9 <br /> 'Prppoutl tot Line P prnedi. mestiu t <br /> — Water Mete O TESL NOTES Public Works Permit <br /> — —— — -- ...eq.PE Domemc0 1 Comnner to install temporary erosion and sediment contra <br /> \ Water Some fro 88 MOO.greOF measures as necessary to ensure stommvaaerkrvirlg Mesita¢ <br /> Existing Garage 1 < i'Dnm w r— Water umersewnt<un InPmnul het of settleable zpl ds <br /> t0 be Removed Lot.Overhead Power tme J Fate aturure`Connect line un \ 3. Roads small b^ ine�uM1uou and <br /> gelyp s``ei�am°tnpewtw¢a M <br /> r EJmrlg b"O Sad hat Pe removed tr.roads by shoveling ce plane <br /> '] der Main ...Rand be transported to 4=Coded. .I disposal <br /> Lot 2 6"Sexes Serra Q .Inn torm the <br /> 4delprpteroon Mall....DbesW <br /> .Inn the proved aanitr per nygrEvmm Dnal DC <br /> F sommeur� ivro mune tar moan mawmie l.d era wanes and ptnorEse measures �y <br /> M s em DItea \: L me Connection Wye Mate as <br /> ariou O f _ necessary. .A FUACCLASCAL1 <br /> ONE <br /> Coy rh.IaP deg le Be` 18 58 as Nee.`I` 5. E.®medmds shellbe wrtartdasne¢ssantogeventdun IF NOT SCALE DI NGI <br /> Pudka4larhs Pendt tor col3l Dame Dom Doing... NC <br /> \ LE CIE./CIS=10.0X 6. Contractor to mart clearing knits OM lath and Among <br /> Eusnn8Shed o wa <br /> be Removed i io. 3OoragwtalwwEMe 'UI U.9 t Is <br /> \ ry 3. Concrete handing and equipment washing shall bent <br /> Om. 2 Wye hD 0 a M RO <br /> E [ISI <br /> �� 8. Install set fence as necessarycer CIO of Ever.Esau 214, d�Iy' <br /> s PrpP muw A LEGEND wgnmwa os os o: <br /> Mating Power Vault , <br /> tanescarce rI m ....9.8asM typal Dot...ly. �Y <br /> P • <br /> / E 5868913'PE IN I51 x Da-SS31 oa,c ,.ran <br /> J F 58619 12'PE DUT CA Existing Sewer Line OgL6-21 CAy Cwmrenn <br /> F <br /> / u owe�Pde ann6Oyed.ed Power <br /> I g Eusnne Water lh. <br /> r .7 <br /> • // YY 6"55—— Proposed Sewer One <br /> Eating GaIn Tym1✓ 6 <br /> / C.R 590.67. I fuxuogo oval <br /> ID a58835'13 PF IN(WI <br /> s I IE•888.17'11'PE IN ISf v <br /> i <br /> it s 588.0213'PE MOM \�` I Easeng Asp. <br /> i - `\ - a 9 Proposed Concrete <br /> 12 <br /> RPro00.d6'O M1t01R6y i ALMA <br /> Sewer Sandia Ili <br /> g MITI moo <br /> y • . August 06,2031 <br /> B 7 -t-—Ii m <br /> 1. <br /> Utility Plan <br /> O5 connect iawi,vseww—.., <br /> Manhol 'hlnslde0rop <br /> • <br /> "m•MAE CALL TWO BUSINESS DAYS <br /> .44'6'PVC IN INI <br /> e IIF=585510orrPrcmisi 75thStSW BEFORE YOU DIG <br /> 5 le 2S8 9M1D moor IEI 1 <br /> ib <br /> i '.0-1-800-424-5555 C-03 <br /> uRl1RE9 UNDERGROUND LOCARON CENTER <br />