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SITE PLAN FOR <br /> LOT 3 - SHORT PLAT SS19-010 <br /> BUSTARD CUSTOM CONSTRUCTION <br /> IN THE SW 1/4, SW 1/4 OF SECTION 13 T.28N., R.4E., W.M. <br /> CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON <br /> N89707'10"E 46.00' <br /> 20' <br /> W W W PROPOSED W y W SCALE: 1" = <br /> W W W N W / <br /> W W W LANDSCAPING W W W <br /> W W 600 SF W W W <br /> W W W W .11 20 0 <br /> r------- --- ----- LOT <br /> LOT 2 i 32.00' <br /> i <br /> I <br /> I <br /> LEGAL DESCRIPTION: <br /> LOT 3, CITY OF EVERETT SHORT PLAT NUMBER <br /> i o PROPOSED - -o 'u-) 1119-010, RECORDED UNDER AUDITOR'S FILE <br /> Lo HOUSE p A Ki <br /> & GARAGE NUMBER _______, IN SNOHOMISH COUNTY, <br /> / o / <br /> 1,519 SF WASHINGTON. <br /> / <br /> ADDRESS: 1019 100TH STREET SW <br /> EVERETT, WA 98074 <br /> `Q) o TAX NO. 00 -000-003-00 <br /> o ( PORTION OF 28041300301400 ) <br /> Z i 12.46' <br /> 7. 7 AREA: 4,143 SF <br /> EXISTING PERF. B <br /> STUB-OUT PROPOSED PARKING SPACES <br /> SSCO CONCRETE 4 SPACES REQUIRED <br /> i i56" DRIVEWAY 4 SPACES PROPOSED <br /> / 399 SF w <br /> Q r 1 — —— ck� HEIGHT CALCULATIONS <br /> WI // N N 5' o � TBM MAG NAIL = 581.0 <br /> o SSCO W �=Z Z <br /> Z � SSMH i-W <br /> m J 5' v =�� -j m A= 583 <br /> / Q '_W B= 582 <br /> C= 583 <br /> D= 584 <br /> / M 2332/4 = 583 AVERAGE BASE ELEV <br /> / 581.0 + 28' ALLOWED <br /> / \ / 611.0' =MAX HEIGHT <br /> \ l � PROPOSED BUILDING HEIGHT = 25.0' <br /> 583.0 + 25.00 = HEIGHT ELEVATION 608.00' <br /> / LOT COVERAGE BY BUILDING <br /> / 4143 SF = LOT SIZE <br /> l 30' ACCESS 1519 SF = PROPOSED HOUSE <br /> l & UTILITIES <br /> / LOT 1 EASEMENT 9 LOT COVERAGE BY BUILDING = <br /> 1519 SF BLDG / 4143 SF LOT X 1009 = 36.66 9 <br /> / QUANTIFIED SURFACE AREAS <br /> AREA SF TOTAL <br /> 1519 PROPOSED ROOF AREA <br /> 399 PROPOSED OTHER HARD SURFACES <br /> m w 803 EXISTING SHARED ASPHALT ROAD <br /> ut <br /> 0 BREAKDOWN POLLUTION-GENERATING <br /> 0 NON-POLLUTION GENERATING <br /> SSCo 600 PROPOSED LAWN & LANDSCAPE <br /> 1 2721 TOTAL PROPOSED (ROOF & OTHER) <br /> SURFACES <br /> 20PAVED i 3321 TOTAL LAND-DISTURBING ACTIVITY <br /> BREAK LINE 7 _ <br /> CB CB <br /> MAX HEIGHT ALLOWED 611.0 <br /> N07ES. <br /> RIDGE HEIGHT 608.0 1 1W® METERS 1) BUILDING SETBACKS. 20' FRONT, 5 SIDES & 20' REAR. <br /> 12"SD 4A - 2) PROPOSED ROOF RUNOFF TO BE COLLECTED WITH DOWNSPOUTS, YARD <br /> CB 6' CONCRETE SIDI DRAINS & SHEET FLOW THROUGH YARD, LANDSCAPING AND NATURAL <br /> VEGETATION/LAWN AND PUBLIC STORM SYSTEM. <br /> TOP PLAT EL= 601.0 3) DIRECT EX/PROPOSED DRIVEWAY RUNOFF NORTHWESTERLY TOWARD <br /> EXISTING ROAD SIDE DRAINAGE DITCH THROUGH SHEET FLOW ACROSS <br /> LAWN AND NATURAL VEGETATION FOR SURFACE INFILTRATION, <br /> FINISHED FLOOR EL= 593.0 DIRECTING DRAINAGE AWAY FROM STRUCTURE. <br /> TOP PLATE EL= 592.0 4) SILT FENCE, EROSION CONTROL AND ARMORED CONSTRUCTION <br /> ENTRANCE TO BE IN PLACE PRIOR TO CONSTRUCTION. PLACE AS <br /> NEED FOR PROPOSED RUNOFF FROM EXPOSED SOIL DURING <br /> CONSTRUCTION. <br /> FINISHED FLOOR EL=1 584.0 5) STOCKPILE(S) (TO BE COVERED WITHIN 24 HOURS) TO BE <br /> AVERAGE EL= 583.0 DISPERSED AROUND FOUNDATION. <br /> BENCHMARK EL= 581.0 6) CONNECT TO EXISTING WATER METER (CITY OF EVERETT) <br /> 7) CONNECT TO EXISTING SEWER STUB (MUKILTEO WATER & <br /> WASTE WATER) <br /> OWNER 8) CLEARING LIMIT AREA = 1009 OF THE PROJECT SITE <br /> BUSTARD CUSTOM CONSTRUCTION <br /> P.O. BOX 1243 <br /> MARYSVILLE, WA 98270 <br /> ATTN. PAUL BUSTARD <br /> PHONE 425-876-6551 <br /> JOB NO. 2021-051 DATE: 11/22/2021 REV. 4/25/2022 <br />