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NOTE: <br />SILT FENCE TO FOLLOW DISTURBED AR� �DOWNHILL SIDE <br />OF DISTURBANCE) AND BETWEEN DIST „� ANY WATER <br />EROSION/SOIL CONTROL MEASURES TO BE FUNCiIONAL <br />AND MAINTAINED THROUGHOUT CONSTRUCTION. <br />MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCiURE(S). <br />(MAY NOT BE SHON?J �N FLAT LOTS) <br />PROPERTY LINE <br />EXISTING DRAINAGE <br />— � FINISHED DRAINAGE <br />� AREA OF DISTURBANCE <br />SF SILT FENCIPIG <br />�GRAVEL ENTRANCE <br />/EXIT PAD <br />L�J <br />c i <br />.� <br />� <br />e <br />CURB INLET <br />PHo�cnoN <br />DROP INLET <br />PROTECTI ON <br />SOIL SALVAGE <br />AND UTILIZATION <br />(COVER W/IN 24 HRS) <br />PERMANENT SEEDING <br />(ALL DISTURBED AREAS) <br />,�rt�aowtu <br />I'LANNING d� CO Afiltil'I'1' <br />I1C\'��'�t[' '1 )IiI''I'. <br />r,ti' ��.� <br />n:rn; � - - <br />� <br />� <br />O <br />N <br />��s <br />LOT 5 3 <br />w <br />N <br />O <br />� <br />MANHOLE o <br />COVER � <br />70.18' <br />D�'<<f'�"J�� 1 <br />D <br />q�ar t 9 2002 <br />a <br />w � <br />C��'` �. .... <br />vNi �•-.�;n�i : „�. � <br />w <br />U <br />a 20'x20' ACCESS <br />--�� & UTILITY <br />� ,- EASEMENT <br />�.. <br />v •� ...I . . � <br />N ♦ : <br />� a Q. � ... . . <br />"' "ARNOR DRJVfiWAY <br />_ — _.��_.• � �• <br />- — ,. <br />S' .. :,�a .,. �' . <br />A '• 15.ga3� <br />� .. <br />r. �, <br />PLAN 1650 <br />� B.S.B.L. y <br />LOT SIZE <br />G=6006 SF <br />N=5606 SF <br />L_ <br />(�erm�{- Co2p8-OD3 <br />SCALE: 1 "=20'-0" <br />PLOT PLAN FOR LOT 4 <br />512 ROSE WAY, EVERETT, WA <br />FOR WENDELL SCOTT DEVELOPMENT INC <br />LOT TAX ID # <br />LEGAL DESCRIPTION: �or a. coE ss x�zoz-zoz-o, <br />TRACT N0. 23. PECKS BAY VIEW TRACTS ADDITION, NW1/4, <br />SW1 /4 OF SECTION 6 TWN 28, RNG 5 EAST, W.�v�. <br />SITUATED IN CITY OF EVERETT. SNOHOMISH COUNTY. <br />STATE OF WASHINGTON. <br />70.07' <br />0 <br />N <br />4 <br />— T <br />vl <br />�� <br />DI <br />�Z <br />D <br />N �. <br />�ml <br />�m <br />D <br />m <br />�I <br />m <br />' ZI <br />—� <br />� 15' I, <br />PS <br />LOT 3 <br />� <br />i❑ <br />HEIGHT CALCULATIONS: <br />MANHOLE COVER = 100.00' <br />A = 103.85' <br />8 = 102.40' <br />C = 103.90' <br />D = 104.65' <br />TOTAL = 414.8 /4 = AVERAGE <br />AVERAGE/BASE ELEVATION = 103.70' <br />+ HEIGHT ALLOWED (28') = 131.70' <br />ACTUAL BUILDING HEIGHT = 129.55' <br />IMPERVIOUS SURFACE CALCULATIONS <br />PROPOSED BUILDING PAD: 1144 SQ FT <br />PROPOSED PAT10/WALKWAYS: 200 SO FT <br />PROPOSED DRIVEWAY: 1051 SQ FT <br />TOTALIMPERVIOUS AREA: 2395 SQ FT <br />TOTAL LOT SQ FOOTAGE: 5606 SQ FT <br />COVERAGE PERCENTAGE: 42.7� <br />