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120.0' <br /> 0 <br /> I14'-4" ;n (B) El. 99.50' <br /> 2S'-8' \. ..,... 46'-O" \\\\�� Wer- <br /> \\zeua $, <br /> CP 22'-0 11-e\m\\�� Proposed -\_ l0'-0�� <br /> -P. Existing \\(A.) EL 100.0 1,152,,5CT-Sq \N !G) El. 99.00' <br /> r+ —w 1,078 Sq Ft \\ Addition <br /> 3- Existing Sidewalk 0 Nome b \� \ 0 <br /> co �—e \ (C <br /> to \\\ <br /> 12'-4" T (D) El. 99.50' <br /> 13 <br /> _ Existing 92 e a- <br /> 121-0" a0 Wood deck Gravel Driveway - <br /> 1.P cm <br /> cm <br /> CV <br /> O ' <br /> 12-0" <br /> O Manhole =i100,O' Q <br /> 4n. <br /> 1 Legal peso: Lot coverage: Down spouts to be connected <br /> Lowell Div A plat of 61k 001 Lot size 6,000 to sewers <br /> all lots 21 t 22 Existing home 1,078 <br /> Existing sewer line to be replaced <br /> Proposed Breezeway 140 with newlumbin pipe. <br /> Parcel No. MIMI 360 p g p p <br /> 00500400702100 !sara2e 652.5 <br /> Total coverage = 2,230.5 = 31.2% NOU 0 <br /> ''6::( <br /> A(0 POSTING <br /> Height Calculations: wear yard coverage = 5 0 Maximum �Wr�7G�-d3f R\)') <br /> .4 = 99.50' Proposed < 500 C G-7 ci3-ds5 <br /> B = 100.0' <br /> C = 99,50' <br /> D = 99.00' <br /> Total = 398'/4 = 99.50' Kevin Czadbois 4/6/01 <br /> Maximum allowed 20.00 4325 S 4th Ave <br /> Maximum elevation 119.50' Everett, WA 95203 <br /> Proposed Max. 116.67 1" = 10' <br />