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Project Description: -, „N <br /> Determine non conforming aspects of existing structure with ico y 3 <br /> regard to the current zoning code. § 0 a m 1 <br /> 34TH STREET )4 '2 w <br /> Legal Description: - - - - - •,• - - - - - <br /> N 87°57'40"W 222.77' A a N <br /> The West 16 feet of the east 40 feet of lots 16,17,18 and 19, C> w 1 o"' <br /> Block 830, replat of Blocks 830 and 831 plat of Everett Division <br /> I - $ <br /> IL== do <br /> "H", according to the plat thereof recorded in volume 9 ofplats, a H a <br /> page 68, in Snohomish county, Washington and the West 60 feet I <br /> of Lots 16,17,18 and 19, block 830, replat of block 830 and 831 I Legend <br /> Iplat of Everett Division "H", according to the plat thereoff ----242- .1 _ Building Line <br /> 0 N87°57'40"W <br /> recorded in volume 9 ofplats,page 68 inclusive in Snohomish - - --_ - \ —a‘...-24.2______x_. - - <br /> fP P g 7-i-- - Property Line <br /> County, Washington per deed 70025123 recording number -24417 r: _ -_- --- X244 <br /> 201507150522 records of Snohomish, Washington ---244 -. .� ,� (2) . o _ - - - Setback Line <br /> �SS ° �:_:;_2; <br /> -C-- <br /> ____24t5:24_8_2__- ----- <br /> Parcel Number: 00437783001602 20 N °� - - „,r S __ ___ 3� - ---{2�10 Dec>J 000-- Contour Line <br /> - 346 - �� -- - -_�__ - - - = s` Go Gas Meter <br /> BuildingHeight Calculation: �' - Exist.-7-7-------- - --� r, <br /> g N Shed Inlet(Type 250A) <br /> A - 255.05' - 348 ' - J ^r' o I ss� \4, 13, 66 s.f. IP° P ( ) V <br /> r Iron Pie Found E, <br /> B = 257.49 o(� 1�8�� I I III I� 5 ;; Nail as Noted ¢ <br /> C = 260.85' V I ED 35' 9" <br /> i' ; ,' ! ®/ Existing / ►.4 Monument in Case(Found) <br /> D 258.4' ---�5g-i-- - J Propose 3reen a 0 <br /> Total = 1031.79'/4 =Average grade = 257.95' % '�°` '' 10'-i ' °0 234 fi m Po Power Meter <br /> �v r ck House in M W <br /> Allowable building height is 257.95 + 28'= 285.95' �' 'r 214 s.f. -- o PPo Power Pole 173 <br /> Elevations based on Survey done by - 25� �r 4 45/I — Z` PP o Power Pole w/Light '— <br /> Geodimensions Inc, Job # 151444, date 11/13/15 cn %° 5-0 ° Rebar as Noted(Found) <br /> /HH - Existing — • Rebar&Cap(Set, LS#51800) a) <br /> Bench Mark =Elev. 176.57' -_--234 1 ----- D =�5:4' 6 e°Ple B -257.49t-f-- ' w) <br /> 1House r'" Sewer Maintenance i <br /> Lot Coverage by Building Calculation: r I I_ '- J�\14 X4,_4„I SIZE TYPE 0 Tree(As noted) z <br /> Lot Area. 7921 sf J �J Existing Proposed �I W Water Line <br /> Building Areas (footprint): I �I0 <br /> (e)House- 1105 sf Garage Shop 58 �Water Meter <br /> __�38 i I L _ - ° &2nd Story I Water Valve U <br /> (e)Garage- 403sf - i -\ - - <br /> • f - rA3dn _ SD Storm Drain Line <br /> (e)Greenhouse -214 sf a. 1 <br /> (e)Shed 66 sf I \14' SS Sewer Line <br /> (p)Shop -300 s ��t1 3 - o S Sign (As noted) <br /> (P) P .fi <br /> (p)Deck-412 sf(includes stairs) 1� o (p) Proposed <br /> ��, O N�7°57'40"W —6--\-- <br /> - (e) Existing <br /> TOTAL = 2500 sf - - - 75.88' ti� o — - - - 0 <br /> Maximum Allowable Lot Coverage =7921 s.f x 35% = 2772.35 sf �` SD ` . SD SD SD SD Z <br /> Impervious Surface Calculation: Proposed Q <br /> pSO o North 0 5' 10' 20' <br /> Building Areas: 35TH STREET DD SITE PLAN 2 <br /> (e)House IIOSsf , SO <br /> (e)Garage 403 s m o Date: 09.01.16 Scale: 1" =20'-0" 0 <br /> (p)Shop -300 sf R'f' r, _ _ O <br /> (p)Deck- 412 sf W W W / ° l APPROVED <br /> (e)Greenhouse-214 sf PLANNING & COMMUNITY O <br /> (e)Shed- 66 sf j)PMENT DEPT. co <br /> (e)Paving, (driveway, entry walkway, concete steps) - 496 sfo P P <br /> ° p-0PP 4o. "' <br /> PP tk,1l -1� -- <br /> TOTAL = 2996 sf <br />