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-'A--- •�— �— — -� -- -- `— — �—--/---- — -- --t— —�---——-.I•— —— -- — `— -- -- <br />( I 1 f I I I I I — / III — COVERED DE�( 313 SF <br />16'� / A = 289.5 / <br />\ \ \ I I 1 \ \ \ I J I \ ,X I N89"36'34,W 223.36' 1 I <br />to <br />\ \ \03 <br />O <br />\ \\ \ \ \ ( \ BSBL 1 1\ I I Va.\ I I I I — r1 In Its —�N <br />N79"5y 5.E 77.1`� / <br />i <br />\ \ \\ a JIVEWAY <br />`o <br />281.0 <br />27112 SgFI DRIVEW 14'\ \ I PARCELB OT CBtl4, T�(PEI \ . �'� TCONN _ T D <br />Y 1 RiM=2B 3 - I �---- <br />'L \ \ \ \ \ I ( \ \ \ \ \ IE= 278. \ I �� --- ' YARD DRAIN TO <br />(. I�DOWNSPOUT DRAIN <br />\\ \\27. 7S�'\ \\ �\ 1 I I I/' L` I `�\ I RIM=2 .2 I� <br />zl I / 24°I,; <br />153 LF DASPERISIO TRE�JCH IPER \ I , :' / x; `1 �` . i I / , I z <br />I 24" \ \ \ \ \ \ OMEGA <br />L \ \ \ \ \ \ \ \ \ \ \ \ \ \\ �NGIEERNGINC � <br />I G P/NDRAINAG& G ADI / <br />---- <br />I <br />40 <br />\ \ \ Bt BL 1 1 1 \ <br />\ 24"\ <br />PROJECT TEAM: <br />2W NERS CLIENT: <br />CASEY & SANDY SALZ <br />14111 66TH ST NE <br />LAKE STEVENS, WA 98,58 <br />Ph: 425-359-42EC <br />Email: csalr9t4@aol.com <br />ARCHITECT <br />\ 1 1 <br />CB43,TYPEI <br />RIM=280.3 <br />IE = 278.3 <br />0 20 411' <br />1�SITE PLAN <br />1' 101-o. <br />PROJECT DATA: <br />]AMES THOMAS ARCHITECT <br />ARCHITECTURAL DESIGN ASSOCIATES, PS <br />2221 EVERETT AVENUE 4201 <br />EVERETT WA.98201 <br />Ph: 48-259-0661 <br />Fax: 425.252-6911 <br />Email: jthomas@arch design.net <br />STRUCTURAL ENGINEER <br />MIKE MITCHELL <br />MITCHELL ENGINEERING, INC. <br />7821 168TH AVE. NE <br />REDMOND WA. 98052 <br />Ph: 425-547-1500 <br />Fax: 425-747-5403 <br />Email: mRchellengineering@comcast.net <br />CIVIL ENGENEER <br />JOE SMEBY P.E. <br />OMEGA ENGINEERING <br />2717 ROCKEFELLER AVE <br />EVERETT WA.98201 <br />Ph: 435D) 387-3820 <br />I Email: �oeComegaeng.com <br />1 29ERED <br />jCDECK 1871 / N90'0 <br />SF ROOFIDRIP L <br />"BENCHMARK' <br />RIM ELEVATION OF CBU2 OF SHORT PLAT <br />(EL. 296.0) IS TO BE USED AS BENCHMARK <br />FOR DEVELOPMENT OF LOT43. <br />RE: SHEET SP1.1 & OMEGA ENGINEERING <br />DRANAGE PLANS FOR ADDITIONAL INFO' <br />TAX PARCEL NUMBLR: <br />SPRINKLER SYSTEM: <br />IMPERVIOUS AREA <br />00505700005107 <br />NIA <br />TOTAL LOT AREA <br />27,917 SgFt <br />PRD - PFN# <br />PROJECT DESCRIPTION <br />TOTAL ROOF AREA <br />UNCOVERED DECK AREA <br />1,844 SgFt <br />142 SgFI <br />Sp11-001 <br />NEW i-STORY 3 BED <br />4,264 SgFt RESIDENCE w/ <br />BASEMENT <br />DRIVEWAY AND WALK WAY <br />2,712.5 SgFt <br />PROPERTY ADDRESS <br />4624 SEAHURST AVE <br />DAYLIGHT <br />TOTAL IMPERVIOUS AREA <br />7,698.5 SgFt <br />EVERETT, WA 98203 <br />PROJECT DESCRIPTION'. <br />MAIN FLOOR 2,606 SQFi <br />OCCUPANCY: <br />UPPER FLR 1,624 SQFf <br />HEIGHT CALCULATIONS <br />RESIDENTIAL <br />GARAGE 994 SQFT <br />COVERED DECK 478 SQFT <br />A=289.5+B=294.S4C=289.5+D=281.0 = <br />1151.5 / 4 = 288.625 AVERAGE GRADE <br />CONSTRUCTION TYPE: <br />UNCOVERED DECK 147 FT <br />ALLOWABLE HT. _.AVERAGE GRADE-+ 2B'— <br />TYPE V© <br />=288.625 + 28' = 316,625' <br />LEGAL DESCRIPTION <br />ACTUAL HEIGHT = 313.125 <br />Section 36 Township 29 Range 04 Quarter <br />BUILDING COVERAGE <br />SW MAPLE HEIGHTS BLK <br />000 D-07 - LOT 3 <br />TOTAL LOT AREA <br />27,917 SgFt <br />OF COE SS NO 1202-2011-001 <br />REC UND <br />TOTAL BUILDING FOOTPRINT <br />4,264 SgFt <br />AFN AFN 201205165001 BEING SWLY PTN <br />TOTAL BLDG. COVERAGE <br />LOT 51 SD PLAT <br />4,264 SgFt / 27,917 SgFt = <br />15.3% <br />/ II II 20.00' BSBL <br />I I L <br />279.66' <br />DLDG LINE <br />41ANrl�G �1ENT10@P"T. <br />oLvrt.or �.� <br />DNV <br />"PLY,( 3 G, TI: <br />I <br />C 13 0 S' 'ILO <br />t <br />2 VICINITY MAP <br />AS READ <br />(y0 3� <br />011 <br />a1iIChULRSO: <br />SSOCNTES.� <br />121 N A.rtun <br />S121201 <br />q WA. 9M,1 <br />�, Anrnual <br />1S]F.1A11 <br />..,anaNiw+ <br />CG ip'� <br />N.. <br />NOrtTCUV, <br />rsu nacre+ <br />R„N Ant• <br />cw"r.drn•T <br />Z <br />a <br />jW <br />F- <br />in <br />U >2 <br />Z QN <br />w <br />Ka <br />U <br />w y .. <br />K w i <br />Q ou1 <br />2013-01 <br />SP1.0 <br />