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HEIGHT LEGAL DESCRIPTION PROJECT ADDRESS <br /> ACCESSORY BUILDING SYLVAN CREST BLK 002 D-00-N 20 FT LOT 5 AS MEAS ALG W LN 7418 HEATHER WAY ANDREW <br /> A 295.46 B 296.49 &ALLLOT 6 EVERETT,WA 98203 STEWART <br /> C 295.46 D 295.73 <br /> AVERAGE GRADE PLANE <br /> TAX PARCEL # APPLICANT ARCHITECT <br /> (295.46+296.49+295.46+295.73)/4 <br /> 295,78'OR 295'-9 3/8" 00594200200500 TILLIE&JAMIE HUST 10621 15th Dr SE <br /> MAXIMUM BUILDING HEIGHT Everett,Washington 98208 <br /> R1 ZONING(ACCESSORY):18' CODE PROJECT DESCRIPTION 405.808.5410 <br /> anntlrew.keith.stewart@gmail.com <br /> 313.78'OR 313'-9 318" <br /> 2018 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED NEW ACCESSORY BUILDING 11103 <br /> BY THE WASHINGTON STATE STATE BUILDING CODE REGISTEREDARCHITECT <br /> COUNCIL <br /> ANDREW EEITH STEWART <br /> STATE OF WASHINGTON <br /> LOT COVERAGE <br /> EXISTING HOUSE 1664 SF o <br /> EXISTING ACCY BLDGS 300 SF �! c� <br /> ACCY.BLDG 640 SF d <br /> TOTAL 2604 SF Z z <br /> �LOT SIZE 13981 SF U <br /> 0 .o <br /> 2604 I 13981 =18.6%COVERAGE J T <br /> M <br /> m <br /> 195'-0"+1- <br /> i ce c co:, <br /> EXISTING CHAIN LINKK FENCE EXISITING 12"STORM WATER PIPE \ EXISTING WOOD FENCE EXISTING CATCH BASIN rn <br /> ii _ <br /> W <br /> A=295 46 = ___ i•r N <br /> �__ . --• EXISTING ASPHALT DRIVEWAY' '—i i' •''1 _ <br /> m EXISTING ® I 1 U CO <br /> w CATCH PROPOSED V <br /> ;B=296.49 it Q ti W <br /> = CONCRETE DRIVEWAY,. _ .EXISTING NI BASINI I G <br /> o ACCESSORY I . . �:' .. <br /> 20'-0"SETBACK 95 BUILDING (640 SF) <br /> D=295.73 ' —PROPOSED r. { <br /> FLOOR ELEU=296.50 • _` CONC.WALK <br /> EXISTING•'° i i BUILDING <br /> CONCRETE ' -. EXISTING CONC. i i PERMIT <br /> g . <br /> C=295.46 PATIO = _ <br /> WALKv. 04.25.2021 <br /> 47-6 32'-0" 8'-0" 42'0" n + <br /> ti EXISTING • # I EXISTING <br /> ^ :'CATCH <br /> HOUSE <br /> REVISIONS <br /> IH�i � BASIN # DATE DESCRIPTION <br /> I (1664 SF) <br /> of n (o N V M N .- O CD CO 1-- (O LO O M N O OI CD , co LO C M N O D)I QJ, n •• � • <br /> 0 0 0 0 0 0 0 0 0 o rn rn rn rn IN m m m rn m - CT ro ro <br /> M M M M M M M M (h M M M M M M(`�M M M N N N N IN N N N N (+N N/ N- N <br /> i / I ' II � <br /> 1 m , 120' III <br /> 0"SET -1 <br /> LLJ <br /> BAC <br /> EXISTING EX. • <br /> L KIN- - - - - - - _ II 1 <br /> SHED SHED <br /> a 183'-0"+l i II . <br /> -Tire SITE PLAN <br /> csi SITE PLAN <br /> . 0 1"=20' A 000 <br /> N <br /> 7 <br />