Laserfiche WebLink
NOTE: <br />SILT FENCE TO FOLLOW DISTURBED AREA (DOWNHILL SIDE <br />OF DIS7URBANCE) AND BEiWEEN DIST AND ANY WATER <br />EROSION/501� CONTROL MEASURES TO BE FUNCTIONAL <br />AND MAINTAINED THROUGHOUT CONSTRUCTION. <br />MAWTAIN POSITIVE DRAINAGE AWAY FROM STRUCiURE(S). <br />(MAY NOT BE SHOWN ON FLAT LOTS) <br />PROPERTY LINE <br />EXISTING DRAINAGE <br />— -+ f INISHED DRAINAGE <br />� AREA OF DISTURBANCE <br />SF SILT FENCING <br />�GRAVEL ENTRANCE <br />/EXIT PAD <br />CURB INLET <br />PRC .C110N <br />20'x20' ACCESS <br />& UTILJTY <br />EASEMENT.. <br />MANHOLE �• <br />COVER �.. ��\ <br />�Vu. . <br />DROP INLET <br />PRo�cnoN <br />SOIL SALVAGE LOT 4 <br />AND U1ILIZATION <br />(COVER W/IN 24 HRS) <br />PERMAIJENT SEEDING <br />(ALL DISTURBED AREAS) <br />vt:u <br />Wct ,i t:uai��unrr�' <br />r.i rn��,n_) � n�;�'r <br />I� <br />I� <br />� <br />D <br />IZ <br />D <br />�� <br />Im� <br />f*1 J <br />IDA <br />� <br />m <br />�� <br />m <br />IZ <br />-� <br />� <br />r w70.18' <br />3 a <br />w <br />w <br />N � <br />o w <br />� U <br />oQ <br />• A • � <br />�"ARNOF <br />� a. <br />� `'� <br />r- <br />PS % <br />� ; <br />L <br />PSI. <br />'.5' <br />C <br />15' <br />15' r <br />U�` � .. �. �i'% � <br />``�� D <br />AUG 1 9 2002 <br />r ; . , � � �vt;�t1.1'T <br />�,.,mu ServiCes <br />LOT 2 <br />69.91' <br />): �D�2IVEWAY PS ` <br />� ''. <br />I' , <br />. � d . a M <br />+ . <br />.. rt.- -. — - <br />�:;, <br />��..,. � . <br />a e <br />6`_ <br />,S <br />PLAN 1650 <br />LOT SIZE 'O <br />G=5993 SF N <br />i N=5593 SF <br />�n�ri: Z5-/-�'-�-�= i �� <br />T� POSTING JNN 3 1 2003 <br />P�✓�zv�s-c�a� <br />SCALE: 1��=20'-0" 1�����2r � Na� <br />PLOT PLAN FOR LOT 3 <br />516 ROSE WAY, EVERETT, WA <br />FOR VVENDELL SCOTT DEVELOPMENT INC. <br />LOT TAX ID # <br />LEGAL DESCRIPTION: �oT a. coE ss u�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.M. <br />SITUATED IN CITY OF EVERETT, SNOHOMISH COUNTY <br />STATE OF WASHINGTON. <br />�0.02' <br />0 <br />`� PS <br />�i <br />� <br />� <br />4.09' �' <br />J <br />_ N <br />PS i <br />_J <br />B.S.B.L. <br />HEIGHT CALCULATIONS: <br />MANHOLE COVER = 100.00' <br />A = 99.81' <br />B = 98.29' <br />C = 99.83' <br />D = 100.56' <br />TOTAL = 398.49 /4 = AVERAGE <br />AVERAGE/BASE ELEVATION = 99.62' <br />+ HEIGHT ALLOWED (28') = 127.62' <br />ACTUAL BUILDING HEIGHT = 125.46' <br />IMPERVIOUS SURFACE CALCULATIONS <br />PRO°OSED BUILDING PAD: 1144 SQ FT <br />PROPOSED PAT10/WALKWAYS: 200 SQ FT <br />PRQPOSED QRIVEWAY: 1062 5Q FT <br />TOTAL IMPERVIOUS AREA: 2406 SQ FT <br />TOTAL LOT SQ FOOTAGE: 5593 SQ FT <br />COVERAGE PERCENTAGE: 43.0� <br />