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NOTE: <br />SILT FENCE TO FOLLOW DISTURBED ARE! �OWNHILL SIDE <br />OF DISTURBANCE) AND BETWEEN DIST Ai.,� ANY WATER <br />FROSION/SOIL CONTROL MEASURES TO BE FUNCTIONAL <br />AND MAINTAINED THROUGHOU i CONSTRUCTION. <br />MAINTAIN POSITIVE DRAINAGE AWAY FROM SIRUCTURE(S). <br />(MAY NOT BE SHOWN ON FLhT LOTS) <br />PROPERTY LINE <br />- EXISTING DRAINAGE <br />— -� FINISHED DRAINAGE <br />� AREA OF DISTURBANCE <br />SF SILT FENCING <br />�GRAVEL ENTRANCE <br />/EXIT PAD <br />CURB INLET <br />PROTECTION <br />DROP INLET <br />PROTECTION <br />20'x20' ACCESS <br />& UTILITY <br />EASEMENT � <br />Mi+NHOLE �' <br />COVER a , <br />• ;. <br />SOIL SALVAGE � lJ� � <br />AND UTILILATION <br />(COVER W/IN 24 HRS) <br />PERMANENT SEEDING <br />(ALL DISTURBED AREAS) <br />— .. �— <br />I �' <br />�� <br />� <br />D <br />IZ <br />D� <br />� <br />Imrr <br />mJ <br />�D�= <br />� <br />m <br />Im , <br />IZ <br />� <br />,�rri ���i:�: I <br />vi.:�, ir,c; . coatntuNn'v ig' <br />D 'IiI.UPA11?N'1: D1iI'T. <br />� w70.18' <br />a v� <br />3 ia <br />� � <br />� U <br />� a LOT 2 <br />a <br />69.91' <br />�[����M��r' <br />p��r. T q �--� U <br />' 1,1"1� <br />„ 3� r .cee <br />,. . : P� <br />� . � . '�e•:, . <br />IOREp �DRIVEWAY <br />N: � . <br />: e ,•.20a+ �•o , • r0 <br />�� •� .. � --- <br />=.— — <br />; ..: <br />� ``' <br />: � <br />1i1. ..y�.L1.r���. ^�^ -�—��� . <br />U:1 I' � _�� I <br />� � . <br />� <br />1� e r�� f� C G�S�c� i <br />SCALE: 1 "=20'-0" <br />PLOT PLAN FOR LOT 3 <br />516 ROSE WAY, EVERETT, WA <br />FOR WENDELL SCOTT DEVELOPMENT INC. <br />LUT TAX ID # <br />LEGAL DESCRIPTION: �or s, coE ss ��zo2—zo2—o� <br />TRACT NO 23 PECKS BAY VIEW TRACTS ADDITION. NW1 /4. <br />SW1 /4 OF SECTION 6 TWN 28 RNG 5 EAST. W.M. <br />S�TUATED IN CITY Or 'VERETT SNOHOMISH COUNTY, <br />STATE OF WASHINGTON. <br />PLAN 1650 <br />� �� i� <br />LOT SIZE iO <br />G=5993 SF 'n <br />� N=5593 SF `� <br />�o.oz' <br />/ I <br />� <br />�. B. L <br />HEIGHT CALCULATIONS: <br />MANHOLE COVER = 100.00' <br />A = 99.81' <br />B = 98.29' <br />C = 99.83' <br />o = �oo.ss' <br />TOTAL = 398.49 /4 = AVERAGE <br />AVERAGE/BASE ELEVATION = 99.62' <br />+ HEIC;�T ALLOWED (28') = 127.62' <br />ACTUAL BUILDING HEIGHT = 125.46' <br />IMPERVIOUS SURFACE CALCULATIONS <br />PROPOSED BUILDING PAD: 7144 SQ FT <br />PROPOSED PATIO/WALKWAYS: 200 SQ FT <br />PROPOSED DRIVEWAY: 7062 SQ FT <br />TOTAL IMPERVIOUS AREA: 2406 SQ FT <br />TOiAL LOT SQ FOOTAGE: 5593 SQ FT <br />COVERAGE PERCENTAGE: 43.0% <br />