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NW 114, NE 1/4, SEC. 31 ,TVWP. 29N ,RGE. 5E, W.M. <br /> Fi <br /> y' <br /> ,„ r <br /> NOTE: <br /> M „ 2�a EXIST ROOF PEAK <br /> ed EL 339.62 <br /> 0 <br /> 20' 0 2 ' 40' <br /> o <br /> a <br /> 9 <br /> SET GROUP 4 REBAR <br /> & CAP AT PROP. COR. UD m n <br /> N89'00'52"W <br /> 120.00' z Ex`u (_ <br /> +.`" SHED A=322.96 I •61': , <br /> . I <br /> } • a3.76' <br /> W BENCHMARK LOT 4 EX HOUSE FF BASEM'T <br /> .-1 lu (MAG NAIL) 4106 OLIVE DR z 317.41 <br /> —I o ELEVATION=332.59 FT <br /> C I o tr) _ D=324.45 8=319.54 a CI <br /> U b 36.85' w <br /> m �► 1.67' 3.65' — q <br /> FF EL —, o > <br /> ro LOT 5 324.99 -j in o <br /> d BLDG 'EX BUILDING ---z —i <br /> 14.87' <br /> co <br /> 1.91'--� -- , C=321.32 00 <br /> N89'00'52'W ao of 111111111 <br /> -- I EX ..� .-,._ 120.00' _ .____ _ __ w �. _____ <br /> BLDG <br /> N6 OOO'52"W HAVE HOUSE <br /> FOUND REBAR & CAP <br /> "WES 16916" 0.03'SxO.05'E <br /> OF PROP. CORNER 11-5-19 <br /> Jell %v. <br /> HEIGHT CALCULATION t �•� R. • 4> <br /> A = 322.96 t .c-. .'OY *Asyr• ,;i <br /> B = 3-19.54 �'`�� �c' j� /"9 <br /> C = 321.32 t m J(' <br /> D = 324.45 . : F- / . r , <br /> + 1288.27 % ' ' �/ •y0 ki <br /> TOTAL DIVIDED BY 4 = 322.07 AVERAGE BASE ELEVATION r. , .5 .a�I z <br /> + 28' MAX <br /> MAXIMUM BLDG HEIGHT ALLOWED = 350.07 ��tQ�l'ALsLA14q <br /> .- <br /> a, DATE OF FIELD SURVEY: 10/11/19 <br /> y• SHEET OF BUILDING I / G O r 11 It UR inc. <br /> HLIGHT L U G''''' p( H' if <br /> Land Surveying // Civil Engineering <br /> w - Land Use Planning lI Project Management <br /> s1. 19-405® 1 P E C, L L C ' P.O.BOX 1059/1901 VERNON ROAD SUITE A,LAKE STEVE'NS,WA 98258 <br /> CITY OF EVERETT WASHINGTON (425)408-1152"FAX(425)877.1341'www.GRP4.com <br />