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<br /> 4-1
<br /> .� Cit 1 `� —Q0
<br /> • SECTION 34, TOWNSHIP 29 N, RANGE 4 - E, W.M.
<br /> zl, I f; 1
<br /> •
<br /> 00433600005402 <i. " I 1
<br /> CONTRACTOR TO INSTALL E •rr Y'S I/ " fAY 1 i :I
<br /> SILT FENCING WHERE 00433600005401 5' . ;. 11 PROJECT DESCRIPTION
<br /> NECESSARY ALONG ._ :n,c:<:u?v 1 ; . ._.._. -�. 1 PROPOSED SFR
<br /> PERIMETER IF VEGETATIVE I. I-� /// ,, ,<J4-'-------'19831 1 LEGAL DESCRIPTION
<br /> BUFFER DOES NOT PROVIDE - �.t-�_.._.H.Y_..._. ._. ,.... � -._.....__....®...�..- _......._.._..._....._ ....... .....__.._..._._...�_ ,,.�<< � �. I •
<br /> THAT PORTION OF LOT 55, EDGEWATER,
<br /> ADEQUATE PROTECTION. ...::...._........
<br /> ._... _.... _ ::.._ _ . _... -..... ..... -- ........_ . ----- _ ) 1 .
<br /> - _ _ ';:
<br /> ED IN
<br /> E t :.: .w= ...... _.._`' . _.._. .. .._...r ...._ . ... .. ... __.�.__ ••1 T'AN.P,I M� ol. _ 1 VOLUMEI 10 OF PLATSNG TO THE , PAGE AT 94,ORECORDSF DOF
<br /> :•� :; �,�; f;v`z>• r i+ 1 = E SNOHOMISH COUNTY, WASHINGTON, LYING
<br /> i p p} , .:;'?4;AtAc pirt,7, : .l — Ir-,)(. ___.-....----,-...,----..... ..�• a^0 1 1 1 I .
<br /> _ I ' EASTERLY OF A LINE BETWEEN A POINT 110 FEET
<br /> 'PLASH i 3 '17•5"-72{i: .'^lt:.,f.' _..,,.. -•.... `C s • 1' M i j i f 1
<br /> Eh. BLOCK �' •'""•� GRADE AND VEGE. ATE, :i H' III EAST OF THE SOUTHWEST CORNER OF SAID LOT
<br /> WOOD—N. CONCRETE ' I
<br /> ' TYP. 'i.t,t ' DRAINAGE SWALE TO I ' i; AND 105 FEET EAST OF THE NORTHWEST CORNER
<br /> ENCS !( ) ��PATIO CONNECT TO EX. °' 1 , I Y`'1 OF SAID LOT.
<br /> •
<br /> LIMITS OF CLEARING 4 .' ,. '1! - • 10' 1.? 6'-+•!• ;°'- A DRAINAGE DITCH ; I
<br /> MARK W/ ORANGE J b 15' rn 17 rn 18 1.5' • ...„,, t• i ( SITUATE IN THE COUNTY OF SNOHOMISH, STATE
<br /> FLAGGING ' ' _ — - - k ;11'wQ I I
<br /> Ti' €1 OF WASHINGTON •
<br /> , 1 its 2k_ 53.5' `, EX: FLOW (�; N SITE DATA
<br /> 1.5' 11 ��; I
<br /> 00433600005501 ;r;11 i 1 _ f PROPOSED ' i i ARROW I I h=
<br /> 7 1 1'� • Z i I , . SITE ADDRESS: 3505 UPLAND AVE, EVERETT, WA 98203
<br /> r 5°'T PIC•:' SSR 6- �. ( ) ( ,':z�( TAX PARCEL NUMBER: 00433600005502
<br /> TYP. ;
<br /> \ c' ::r\ I cn - �f k .::I z I •
<br /> ` `:` ` \-\ B / % ' `,II II' '.' EXISTING ZONING: R- (SUBURBAN RESIDENTI
<br /> I �.._ i p cn FF 195.0 ` - —1.__- t;-- — �a __\ t`i 1 + �- L _—
<br /> • N / 01 . CONCRETE / I Ili , I1;1/
<br /> -A I OWNER/APPLICANT CIVIL ENGINEER
<br /> POACH i �?, I
<br /> o ' 20'
<br /> I I OMEGA ENGINEERING, INC.
<br /> \, Z PROPOSED / F ` ;I ACME HOMES LLC
<br /> j 1 i `I 10211 180TH ST SE JOSEPH SMEBY, PE
<br /> DRIVEWAY - i o ' )1 — t73' ...di; I:II I 2707 WETMORE AVE.
<br /> .vN 11' •• # SNOHOMISH, WA 98296
<br /> �N, 19' / wilt ; II 1 i
<br /> 1 EVERETT, WA 98201
<br /> / TRANSITION I 1 t/'•a, - •*: .."0 I PROPOSED zo `I 1 I I is SURVDAVID RE DOWNING,OPLS F:425.259.820
<br /> 1958
<br /> r--, -•-t 28 :, ? I : i"
<br /> - ZONE • SEER SERVICE s 0 .. 1 i DAVID R. DOWNING & ASSOCIATES,
<br /> %, = �.�,: n INE (6" PVC) z%'? 6''E 1 ; 4229 76TH ST. NE
<br /> . 11 li I ; I
<br /> • a' _ �• ' ' 4 13;+', " MARYSVILLE, WA 98270
<br /> �: `'• ' " i+` w 1,*F 360.653.5385
<br /> ; ,`�-: i1 APPROVED
<br /> A'I $ n s4st'ss^ ; I I PLANNING &COMMUNITY
<br /> m;=
<br /> I -1.1 II % o - f L=3240; r'',=` t J f DEVELOP+' NTD 'T.
<br /> i -20:/ / /,. ` IZ I I BY
<br /> =/ /
<br /> i jfl t7 ��i 1`3
<br /> ;, _.__- ...... . ,,,,,,:// I_ : I; I DATE
<br /> 4486 's __.--___0...,-.---r:—!:,— _ _ _ ter't:7-4:0f.... . : I BUILDING r ,D. „ . --- . - --�-_.. 0 •
<br /> r
<br /> R' . ._z+oo- ;_ _T -_. :_._.. r ._..._._______m__________
<br /> _._ " - 42 r. i LS' HMI r ADV 78' TO POSTING
<br /> " ELS!201 Y NADV 88
<br /> ._._ - f._ _-- f:----UPLAND—AVE __..._... i:` t C 194.10
<br /> __...._.._._....._...._. tit " _
<br /> 3
<br /> � �� �> ti -=`�f�r" �'���' - AVG ELEV.=777.79'/4 194.45'
<br /> • .�_..�N __.__ ACTUAL ._ - . '
<br /> I
<br /> i 4 45 2 26'7 2 221.15'45'
<br /> I
<br /> -.._._ — BLDG HT= 194 =
<br /> __.= --- SITE TBM 1" WATER 1 /- `. , �•• I
<br /> • �- $ EL=193.74 SERVICE PPROVED %I I '
<br /> PU ORKS DEPAR 1 r I .! I
<br /> `,,'�y�n 1 0
<br /> , (TyP.) L,� �/ t r LOT COVERAGE
<br /> tl DrI V t W� i S li 1ca !�„ /i1� }fir ' 1 I TO POSTING I I LOT SIZE = 27,199 SF
<br /> ,tl t1 ,� �r ? I I 1 I PROPOSED SFR 2,751 SF
<br /> U �OI �JI��,j,n ' 4e 2V, 'VDht DATE l�� ". . I 1 I BLDG SF/LOT SF = 2,751/27,199 = 751 •
<br /> 0 15 30
<br /> CITY OF EVER R V, WED FOR PERMIT :01 F HO RI 3
<br /> HORIZONTAL SCALE
<br /> 1+._
<br /> o "ald.3i I IMPERVIOUS AREA
<br /> DATUM0 NAVD 88 ScHb1�. ( � ' i2 '' = EXISTING (TBR) = 1,540 SF
<br /> s i...w( CALL 48 HOURS
<br /> EXISTING SOIL & VEGETATION NOTE: -51Z u' PROPOSED = 4,208 SF
<br /> BENCHMARK THE SOIL ANALYSIS FOR THIS PROJECT FOUND NET TOTAL = 2,672 SF BEFORE YOU DIG
<br /> SE RIM CORNER OF CATCH BASIN LOCATED THE EXISTING SOILS TO BE ALDERWOOD 811 .
<br /> GRAVELLYSANDY LOAM. THE SITE IS
<br /> SOUTHEASTERLY ±27' FROM SOUTHWEST PROPERTYPARTIALLY
<br /> CORNER. ANDSCAPINGNGRDAVELDCONSISTDRIVEWAY SOF AND AN OMEGA SITE PLAN
<br /> EL=193.74' . EXISTING SFR. ENGINEERING, INC. UPLANDS SFR
<br /> (DATUM & BENCHMARK INFORMATION HAS BEEN TOPSOIL/STOCK PILE' NOTE: rel 2707 Wetmore Avenue DATE JOB NO. SCALE SHEET
<br /> PROVIDED BY RIVER CITY LAND SERVICES PER THE PILES ARE TO BE COVERED W/ PLASTIC Everett WA 98201 --..
<br /> BUILDING HEIGHT EXHIBIT.) SHEETING WITHIN 24 HOURS. (0)425.387.3820(f)425.259.1958 2/11/16 14-0108 1" = 30' .___:,1 , of -. \.
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<br /> PFN:
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