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<br /> SECTION 1 , TOWNSHIP 28 N, RANGE 4 E, W.M.
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<br /> - - _... PROJECT DESCRIPTION
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<br /> 00670900000400 r —
<br /> EX. SFR PROPOSED 48'° / r ~
<br /> PROPOSED POOL \ •
<br /> HIGH CHAIN 7 W/ YARD GUARD \ I I LEGAL DESCRIPTION
<br /> - LINK FENCE / COVER (36'X16') \ i RYAN'S ADDITION BLK 000 D-00 LOT 3 SUBJ TO
<br /> SEE NOTES -7 �` ` ESE CITY OF EVERETT,PUD 1 & GEN TEL
<br /> PROPOSED & 0 , EX. \ \ \ SITE DATA
<br /> EQUIPMENT HEDGE EX. FL01 1 '
<br /> • ROOM' PROPOSED EX, SEWER
<br /> ARROW , SITE ADDRESS: 238 HIGHLAND RD, EVERETT, WA 98203
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<br /> L=8.22 TAX ACCOUNT NUMBER: 00670900000300
<br /> N3659'45"E(P) 9EST(P) POOL DECK # ' .R1'� (TYP.) aR47Qas? ZONING : R-1
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<br /> 5' BSBL \ _ vow
<br /> / y� i /L} ^. h _...r' ~.. ^. �,,._ ._..h_� 1 FND CASED/CDNC
<br /> ' ., • ! ' I o CKMONINENDN. as' • CIVIL ENGINEER
<br /> I )0670900000300 1 I I I OWNER/APPLICANT
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<br /> / a � ___.SS _ ,S ;- JOSEPH HAWKEY OMEGA ENGINEERING, INC.
<br /> PROPOSED SPA111:,..:„;...7'.•-.• iri 238 HIGHLAND RD JOSEPH SMEBY, PE
<br /> /W/COVER -- ',•` [ `z „''o�� N if'
<br /> • EVERETT, WA 98203 2707 WETMORE AVE. •
<br /> (8'X8') ;. /" t� I EVERETT, WA 98201
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<br /> p CD -s 1 f 425.58 59820
<br /> ! 5g' `. •' •' : .- _ ' '�J APPROVED
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<br /> ° PROPOSED-SEWER fr
<br /> 00.9:,.`7,-A. , 6J, r �, EX. DRIVE TO DEVELOPMENT
<br /> SERVICE LINEPLARlNING � 11N T
<br /> , m CD„ �I ,,_.� DEPT.
<br /> q•' \< ___ r. � ' :':t (6" PVC) ---- `� BE USED AS •
<br /> 111111.0.11.
<br /> -f CONST. ENT
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<br /> EX. SFR
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<br /> _ \ I DATE MU'
<br /> 5 Bl ' I vii I
<br /> t,, r ,�._ 59'28'WSP? �s lPJ . -..__. \r.. -. i I w I `.� FENCE NOTE:
<br /> sea __ I • • FENCE AND GATE SHALL MEET ALL APPLICABLE •
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<br /> ��� �Y " :ct 2- STANDARDS IN 2012 IRC AG105.2.
<br /> �11' EX. , i �'•y
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<br /> l,• '", ,r'' N. / DRIVE I I
<br /> I uw INCLUDING:
<br /> i ; t 1. TOP OF FENCE - 48" ABOVE EXTERIOR GRADE
<br /> �, ' I � - ? I 2. BOTTOM OF FENCE - 2" ABOVE BOTTOM BARRIER
<br /> 00670900000200 I ' I 3- CHAINLINK MESH SIZE - 2 1/4" MAX.
<br /> ' I - ;/) .: 4. GATE - SELF CLOSING AND SELF LATCHING
<br /> TOPSOIL/STOCK PILE NOTE: \,`i\ ' 5. LATCH LOCATION - 3" BELOW TOP OF GATE
<br /> PILES ARE TO BE COVERED W/ PLASTIC 6. NO OPENINGS LARGER THAN 1/2" WITHIN 18" OF
<br /> SHEETING WITHIN 24 HOURS. \`\ EX. SFR •
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<br /> REI:EASE-fv}EOF{A1 _ r_ .__w �
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<br /> CONTRACTOR TO INSTALL L` `" ,. ' :..L) . 1 • 'f _
<br /> SILT FENCING WHERE / /
<br /> NECESSARY ALONG \ 4 • I • %� / / f
<br /> PERIMETER IF VEGETATIVE • , 1 fs
<br /> BUFFER DOES NOT PROVIDE / / / I :. ....,... ,......._................._._.. -.... ..._.. .._. .
<br /> ADEQUATE PROTECTION.
<br /> LOT COVERAGE '�- f
<br /> EXISTING SOIL & VEGETATION NOTE: LOT SIZE = 18,164 SF %
<br /> THE SOIL ANALYSIS FOR THIS PROJECT FOUND 3,288 SF .
<br /> EXISTING SFR = • .'' • - ` • �"
<br /> THE EXISTING SOILS TO BE ALDERWOOD-URBAN \
<br /> PROPOSED POOL BLDG. = 1,496 SF "
<br /> LAND COMPLEX. THE SITE CONSISTS OF BLDG SF/LOT SF = 4,784/18,164 = 26%
<br /> LANDSCAPING, ASPHALT DRIVEWAY AND AN . IMPERVIOUS AREA
<br /> EXISTING SFR. EXISTING FEATURES NOTE: EXISTING = 6,877 SF - CALL 48 HOURS
<br /> NO TOPOGRAPHIC SURVEY HAS BEEN PREPARED PROPOSED = 1,496 SF %iBEFORE YOU DIG
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<br /> NOTE: FOR THIS SITE. ALL EXISTING INFORMATION NET TOTAL = 8,373 SF HORizoNra�sr 811
<br /> NO BOUNDARY SURVEY HAS BEEN SHOWN IS FROM OTHER CONSULTANTS OR
<br /> • PERFORMED FOR THIS PROJECT. BASED ON SITE OBSERVATIONS OR
<br /> PROPERTY DIMENSIONS ARE APPROXIMATED FROM INFORMATION AVAILABLE OMEGA COVER SHEET
<br /> APPROXIMATE AND HAVE BEEN ON THE SNOHOMISH COUNTY WEBSITE. ENGINEERING, INC. HAWKEY POOL
<br /> PROVIDED BY INFORMATION AVAILABLE
<br /> ON THE SNOHOMISH COUNTY WEBSITE. EXISTING DRAINAGE FEATURES ARE 2707 Wetmore Avenue DATE ,JOB N0. SCALE SHEET
<br /> NO ADDITIONAL SURVEY WORK HAS APPROXIMATE AND BASED ON SITE Everett tm re v
<br /> BEEN PERFORMED ON THIS SITE. OBSERVATIONS. (0)425.387.3820(f)425.259.1958 3/15/16 16-0216 1" = 30' 1 OF 2
<br /> • PFN: (0._/_.3
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