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PROPOSED SFR LEGEND <br /> R&D PARK CREEK LIC ) SANITARY SEVER MANHOLE <br /> ® STORK DRAINAGE MANHOLE <br /> EWRETT, WA D STORK CATCH BASIN <br /> LEGAL DESCRIPTION c SEWER/DRAINAGE CLEANOUT CONNECT TO EX <br /> 101 23 OF CAMBERLY SUBDINSION a WATER METER STORM DRAIN STUB <br /> SECT. 31, TNM.29 N•RGE. 5 E Y WATER HYDRANT V=JJy.uu •'x x x x x x x x x x ,� I.d y.. •. G <br /> 11IIIIIc x x x x x x x x x x 9E _ <br /> PARCELTAXID# FC ELEV W MIDPOINT III•• . X x X X x x x x x x x 4 7 ,••• ice <br /> OF BLDG ENVELOPE N x x x x x x X x x x X A:/ '?: o <br /> Iw —.4 X X x x X x x x x x o <br /> STAIRS <br /> L. 15.5' x x x x x x x x !' �' � <br /> j. <br /> HEIGHT CALCULATION ROCKERY Io xxxxxxxxx �®xxxx a' �' <br /> (BASED ON ITT OF �,-�-,� X X X X X X X X X X x �v ..:.-: . lc,I1 XxxxxxXxxxx `� `� pb�� <br /> PROPOSED BLDG) X X X X X ,x x x X < `�V <br /> FTE-336.80 4'0 PVC 9DE SEVER X x x x X x32:, X x ,`� `< �C;'.k' 3 •'' <br /> A=336.47 r y • <br /> 8=339.80 09 PVC STORM DRAIN LINE I 5.5' B=339 $0 1o) <br /> G=339.80 I _ N 89'55'59" E — _ _ — — `'" 41. <br /> D=339.80 92.54' ® - <br /> WO HT-1355.87/4+28'=386.97 Z 336.07 6.0' D=339.80 __ si �! ` 337.50• <br /> GE � <br /> LOT COVERAGE <br /> BINIDING LOT 4,128 SF O I C C 2,\ /\/,N�1/`l : h - / ' <br /> PROPOSED SFR sae SF o -‹ <��C� �*(\, %,\ ,/ \/ u '. .I.'.•.;. . • i /.• <br /> LOT COVERAGE 2283% < < 'C •C x \ ,\ ,x" J. `C X Y :.. .. 1•.• .... ,,... /.. ./..1 ,:/ <br /> NOTE: cri <br /> o ,X, <�'(//`\/\ �\`1 �s<�(, ( w ,,I A..:• .. ' <br /> FINISH GRADES ALONG THE SIDES OF PROPOSED 1�,\/\/`,. ,\ ,\ s( x ‹ >! � <br /> BUILDINGS MUST SLOPE AWAY FROM THE * C=339.80•m\\\\/ <br /> ` ,f .ems< •.'.- ,•.'. .�.d) <br /> BUILDING AT NO MORE THAN 2%FOR A ' \ \/\i � 2;� A=336 • ,,� I <br /> , e <br /> DISTANCE OF 5'.STAIRS AND ROCKERIES I \/\/\/\i <S`•!� ,e ,e E. <br /> ILLUSTRATED ON THESE PLANS DENOTE TYPICAL /\/\/\\\15/\\//\\<<< <<<<<<<<//•/\/‘' <br /> /\/\ <�< se . ` . :' .. .. <br /> .. <br /> GRADING CONFIGURATIONS NECESSARY TO 1.("I <br /> i\i\i. �\i< < < `�i�i\ <br /> ACHIEVE NOTED ELEVATIONS.ADDITIONAL 15.0' /\ \"•/`-c�\i << < ` �• ' .• • <br /> ROCKERIES AND FIELD ADJUSTMENT OF ,> /\/\,\/\ r\; ,'3?w<(i<�\�\xxx_ U, Agriv//• 4 <br /> ROCKERIES SHOWN WILL BE NECESSARY IN THE 'i=339.80 <br /> FIELD.ROCKERIES CONSTRUCTED TO I <br /> TRANSITION GRADES BETWEEN BUILDINGS11.0' 349.21 349.99 <br /> LL <br /> SHANOT EXCEED 3.0'IN HEIGHT. 344.45 \ <br /> 92.35' i 9.76'. <br /> SURVEY NOTE --=csso=occc 8 =c—=csa===cc` - <br /> LEGAL DESCRIPTION,VERTICAL DATUM,BASIS <br /> OF BEARING Et BENCHMARKS WHERE SHOWN CONNECT TO EX CONNECT TO EX SIDE <br /> PROVIDED BYMEMRON&ASSOCIATES. CSP WATER METER <br /> ENGINEERING ASSUMES NO RESPONSIBILITY <br /> SEWER STUB W/ CLEANOUT �� <br /> FOR THE ACCURACY OF THIS INFORMATION. `-� <br /> BLDG SITE PLAN LOT -UNIT C-1 - <br /> Io � �• SCALE:1'-20' <br /> 1'ROVED <br /> PLANNING & COMMUNITY <br /> TO POSTING <br /> l6../6 <br /> BYDEV`; <br /> '��ENT DEPT. <br /> DATE 'L'• r <br /> L <br />