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HAACK 74TH <br />TOPSOIL/STOCK PILE NOTE: <br />PILES ARE TO BE COVERED W/ <br />PLASTIC SHEETING WITHIN 24 HOURS <br />CONTRACTOR TO INSTALL SILT <br />FENCING WHERE NECESSARY ALONG <br />PERIMETER IF VEGETATIVE BUFFER <br />DOES NOT PROVIDE ADEQUATE <br />PROTECTION. <br />NOTE: <br />NO BOUNDARY SURVEY HAS <br />BEEN PERFORMED FOR THIS <br />PROJECT. PROPERTY <br />DIMENSIONS ARE APPROXIMATE <br />AND HAVE BEEN PROVIDED BY <br />INFORMATION AVAILABLE ON <br />THE SNOHOMISH COUNTY <br />WEBSITE. NO ADDITIONAL <br />SURVEY WORK HAS BEEN <br />PERFORMED ON THIS SITE. <br />TOTAL AREA - 0.27 A. <br />PGHS s <br />NPGHS s <br />Total s <br />Ezistin <br />1540 <br />0 <br />1540 <br />Removed <br />1376 <br />0 <br />1376 <br />Re laced <br />163 <br />0 <br />163 <br />New <br />1 090 <br />2 014 <br />3 104 <br />New + Replaced <br />1 253 <br />2 O14 <br />3 267 <br />Total Hard Surfaces <br />1 415 <br />2 014 <br />3,429 <br />SECTION 8, TOWNSHIP 28N, RANGE 5E, W.M. <br />EXISTING SOIL & VEGETATION NOTE: <br />THE SOIL ANALYSIS FOR THIS <br />PROJECT FOUND THE EXISTING SOILS <br />TO DARK BROWN SANDY LOAM, 9 <br />PERCENT SLOPES WITH HARDPAN <br />ENCOUNTERED 6 TO 35 INCHES BELOW <br />GRADE. THE SITE IN THE AREA OF <br />DISTURBANCE CURRENTLY CONSIST OF <br />PASTURE AND AN EXISTING DRIVEW <br />EXISTING FEATURES NOTE: <br />NO TOPOGRAPHIC SURVEY HAS BEEN <br />PREPARED FOR THIS SITE. ALL <br />EXISTING INFORMATION SHOWN IS <br />FROM OTHER CONSULTANTS OR BASED <br />ON SITE OBSERVATIONS OR <br />APPROXIMATED FROM INFORMATION <br />AVAILABLE ON THE SNOHOMISH <br />COUNTY WEBSITE. <br />EXISTING DRAINAGE FEATURES ARE <br />APPROXIMATE AND BASED ON SITE <br />OBSERVATIONS. <br />00596100000901 <br />I. ;-� -- <br />-...\ _.._.._.. 00596100001100 \ <br />V A <br />v�0C1596100�000902 vV A \\ -\ <br />\ � <br />,- -------340 <br />��-- <br />76' <br />00596100001000 <br />\V 005987002002-02, <br />\\ \\ �� \\ \\ \ <br />\V 00�987002Q0201 <br />I <br />c ARROW; \ <br />\ \ \ <br />\ <br />\ <br />I <br />\ (TYP)\ <br />\ \ \ <br />_ <br />PROP. SFR \ <br />(2,014 SF) A \ <br />\ \ \\ <br />V A 2e A <br />\ <br />AV <br />—. <br />00398700200100 <br />i SPLASH <br />BLOCKS (TYP.) <br />\ <br />\ <br />�\ \I <br />\ STOCKPIkL <br />LIMITS OF CLEARING <br />MARK W/ ORANGE <br />-- — — _, _ — — — — <br />I/ <br />\SEE NO <br />FLAGGING FLAGGING (8,259 SF) <br />\\\ <br />/ <br />\TOPSOIL \ <br />INSTALA_ <br />T <br />/ <br />SE\E NOTE <br />\ <br />SILT FENCE <br />IF NEEDED\ \ <br />\ <br />I <br />\ <br />I <br />\ <br />5,013 SF <br />I <br />48' <br />A <br />\ <br />12" TOPSOIL <br />BERM <br />I <br />/ <br />-560_ <br />\\ <br />\\\F,�(. <br />\ <br />45' <br />�R SFR <br />(TYR) <br />�V <br />\\ <br />A <br />e: <br />/ - <br />"PROP. <br />CONE. D/W. <br />\ <br />\ \ <br />P.(1(253 SF) <br />•.� <br />\ \ <br />TWATE / <br />SERVICEPR <br />�\ <br />\\ \ \ <br />/ / /� / <br />,• <br />P <br />SEWER <br />CONST. <br />..\ <br />SERVICE 1 <br />\ \ <br />\ \ <br />/ <br />/ ENT. <br />I <br />W <br />/ <br />W -T- 1 W w W <br />w W <br />�� <br />\ <br />-/—ss �ss A —ems s ---ss EX. <br />-W <br />W w 7 w <br />w/ — w w\ w w <br />PAVEM �T <br />ss Ss <br />-S \ <br />'s —ss <br />ss T �s <br />74TH <br />/ 1 <br />ss —ems <br />NE <br />ss ss <br />—W^\ W TW \W W fi—W <br />\\ <br />W W <br />W W W <br />\YJ\ <br />W� <br />f W w <br />\ \ <br />\ <br />I <br />I I <br />\ V A AV <br />A <br />I <br />A <br />I 3 V A\ <br />a \ \ <br />\ \ \ - <br />- - - - - <br />- - <br />\ <br />I <br />0039,8700300400 <br />--- I <br />I <br />SITE PLAN N <br />i-i <br />0 <br />H <br />a <br />U <br />0 <br />w <br />0 <br />74w/ <br />—T 9%!' c a �OY .. <br />N� <br />VICINITY MAP N. <br />SCALE: 1" = 2,000' ii ���••�:..... <br />Sor <br />LEGAL DESCRIPTION <br />z <br />BUENA VISTA HOME TRACTS BILK <br />Q <br />002 D-01 - E1/2 LOT 2 BLK 2 <br />J <br />SITE DATA <br />SITE ADDRESS: N.A. <br />TAX ACCOUNT NO.: 003987-002-002-01 <br />WATER SUPPLY: CITY <br />w <br />SEWAGE DISPOSAL: CITY SEWER <br />GROSS SITE AREA: 0.27 ACRES <br />ZONING: R-1 <br />U) <br />OWNER/APPLICANT <br />JOEL HAACK <br />3922 87TH AVE NE <br />MARYSVILLE, WA 98270 <br />CIVIL ENGINEER <br />OMEGA ENGINEERING, INC. <br />w o <br />L N cp <br />JOSEPH SMEBY, PE <br />Q rn ? <br />2707 WETMORE AVE. <br />0Y Q LO <br />EVERETT, WA 98201 <br />N <br />425.903.4852 <br />2 N 04 <br />F: 425.259.1958 <br />LU Lu -IT <br />W <br />n W <br />04 <br />20 40 <br />IIII <br />HORIZONTAL SCALE <br />15. <br />Know what's below. <br />Call two business <br />days before you dig. <br />O a0 <br />N <br />a <br />yZ <br />�. Z <br />A ; O <br />Y u1 <br />U(D <br />Z <br />Lu oZ <br />WLzu <br />0 <br />= 0 <br />U a <br />22-0807 1 JMS <br />9/26/2022 <br />�.E. t„ = 20' <br />