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SECTION 1 , TOWNSHIP 28 N , RANGE 4 E, W.M.
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<br /> .-_ ----_. ... PROJECT DESCRIPTION
<br /> I PROPOSED POOL
<br /> 00670900000400 ,f
<br /> EX. SFR PROPOSED 48" / PROPOSED POOL
<br /> HIGH CHAIN W/ YARD GUARD I LEGAL DESCRIPTION
<br /> LINK FENCE ; COVER (36'X16')
<br /> • RYAN'S ADDITION BLK 000 D-00 LOT 3 SUBJ TO
<br /> SEE NOTES , \ ESE CITY OF EVERETT,PUD 1 & GEN TEL
<br /> PROPOSED „iv'f` \
<br /> EQUIPMENT :- " HEDGE EX. FLOV�� \ SITE DATA
<br /> • ROOM =<, SEWER SITE ADDRESS: 238 HIGHLAND RD, EVERETT, WA 98203
<br /> r,. - ' PROPOSED ARROW =a.2z TAX ACCOUNT NUMBER: 00670900000300
<br /> POOL DECK :m TYP. =47Q37 \ ZONING . R-1
<br /> N36 59'45"E(P) 88.37TP) ( )
<br /> •
<br /> - d=47Q 36
<br /> °
<br /> 5' BSBL ° !CONC.
<br /> ✓� y,��� i..���, �, i' /�_.�, �� �, ..!� �. ,� 1 j FND� CASED
<br /> I I MOhIUMENT `
<br /> —� . ?W�TACK
<br /> 00670900000300 ,(, ( v DN. as' OWNER/APPLICANT CIVIL ENGINEER
<br /> -'- , . . _: :: OMEGA ENGINEERING, INC.
<br /> JOSEPH HAWKEY
<br /> PROPOSED SPA p '
<br /> 238 HIGHLAND R PE
<br /> / W COVER D JOSEPH ENGAI
<br /> / " a N EVERETT, WA 98203 2707 WETMORE AVE.
<br /> /� (8'X8') ;Co i EVERETT, WA 98201
<br /> y , r
<br /> 5g' ," 25.387.3820
<br /> co .25
<br /> PROPOSED....SE.WER .:MN.,.
<br /> ;/
<br /> o,� s� o SERVICE LINEDEVELOPMENTE
<br /> APP
<br /> cp
<br /> PLANNING &COMMUNI�T'�5
<br /> 9. 9
<br /> . EX. DRIVETOPT. L.,
<br /> D �
<br /> _.~.~.... (6" PVC)
<br /> _, N
<br /> BE USED AS
<br /> CONST. E T
<br /> EX. SFR
<br /> A
<br /> r
<br /> DATE
<br /> 206
<br /> F�
<br /> BsaL
<br /> P 2. ;�, I FENCE NOTE: Y op �
<br /> 59 28 W�...Z.........39 09.(�)......~~......
<br /> C[T
<br /> ,„....\\._-- ° see ~.........., APPLIC P er
<br /> \ i� FENCE AND GATE SHALL MEET ALL ��rEn tS Services
<br /> 1�,
<br /> s
<br /> 1 '
<br /> STANDARDS IN 2012 IRC AG105.2.
<br /> J L `` f. o INCLUDING:
<br /> i 4
<br /> \ ;' `'_ - 1. TOP OF FENCE — 48" ABOVE EXTERIOR GRADE
<br /> r' 2. BOTTOM OF FENCE — 2" ABOVE BOTTOM BARRIER
<br /> 00670900000200 �� 3. CHAINLINK MESH SIZE — 2 1/4" MAX.
<br /> • / 4. GATE — SELF CLOSING AND SELF LATCHING
<br /> TOPSOIL/STOCK PILE NOTE: \ j `'' 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 /> EX. SFR /
<br /> SHEETING WITHIN 24 HOURS. / REL1 ASE fhECHAAIISM
<br /> - I
<br /> •
<br /> n CONTRACTOR TO INSTALL / •"
<br /> i SILT FENCING WHERE / ..., ' 4-'2,4 _...._r
<br /> NECESSARY ALONG N�'� / . I T ��
<br /> 1 PERIMETER IF VEGETATIVE ,t V(6,
<br /> _.._�._...., _�__. G
<br /> BUFFER DOES NOT PROVIDE ,------
<br /> \ / I r ;
<br /> ADEQUATE PROTECTION.
<br /> LOT COVERAGE
<br /> EXISTING SOIL & VEGETATION NOTE: LOT SIZE = 18,164 SF
<br /> THE SOIL ANALYSIS FOR THIS PROJECT FOUND EXISTING SFR = 3,288 SF _ ��
<br /> THE EXISTING SOILS TO BE ALDERWOOD—URBAN 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
<br /> CALL 48 HOURS '..
<br /> NO TOPOGRAPHIC SURVEY HAS BEEN PREPARED PROPOSED = 1,496 SF BEFORE YOU DIG
<br /> NOTE: FOR THIS SITE. ALL EXISTING INFORMATION NET TOTAL = 8,373 SF iiiiis
<br /> HORIZONTAL SCALE 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. HAWKEY POOL
<br /> PROVIDED BY INFORMATION AVAILABLE ENGINEERING, INC. --- ---
<br /> ON THE SNOHOMISH COUNTY WEBSITE. EXISTING DRAINAGE FEATURES ARE 2707 Wetmore Avenue DATE JOB NO. SCALE SHEET
<br /> NO ADDITIONAL SURVEY WORK HAS APPROXIMATE AND BASED ON SITE
<br /> BEEN PERFORMED ON THIS SITE. OBSERVATIONS. Everett WA 98201 �')
<br /> (0)425.87.3820(fl 425.259.1958 3/15/16 16-0216 1" = 30' 1 OF 2ii
<br /> PFN:
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