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A RC E L N o. -. L)
<br />ESeclion Township R7ange TQua�rter
<br />STANDARDS -
<br />SCOPE OF WORK:
<br />I— i
<br />1� Construct new attached garage to Southwestface of existing
<br />dwelling.
<br />upper level
<br />0 Construct new elevated exterior deck with ac�ess fr r-n
<br />common area,
<br />Building Code it C 2015 Edi6,1—
<br />Energy Code WSEC (by WSU) 2015Tdil
<br />Floor Loading 40psf LL / 12psf DL 52psf
<br />Decks Loading 60ps-f LL / 12psf DL = 72pst
<br />Roof Loading DL 42pst
<br />Jurisdiction Clih/ of Fverett
<br />DRAINAGE NOTE: AVERAGE GRADE:
<br />STORMWATER TO CONTINUOUS 19430
<br />LEGAL DESCRIPTION: rtl
<br />TYPE W METAL GUTTERS TO
<br />Shore Acres Addition to lvel-,::LJ DOWNSPOUTS TO SPLASH = 19S,7�
<br />Lot No.: 12 BLOCKS TO GRADE. D 196.0O +
<br />781.25 — 4 = 195,31
<br />LOT COVERAGE:
<br />lr I Hll) PLAIN E) INN I UiN ZZX:54 FAFLIN, I I rl/-\� 61-1-IN JU-\LLU 1AU_UKL)1lNULY ...
<br />CONTACTS-
<br />VICINITY MAP.,
<br />Existing Structures.
<br />L_ J .00 sqft
<br />Owner:
<br />S e Chan & lei Cheung
<br />Structural Englnper�
<br />Structural Design Associates, Inc.
<br />Proposed Structures: +
<br />7
<br />6 3 � 0 0 Zr-.16 ft_a
<br />-Z;r'b'ro
<br />Project Address:
<br />5001 Sound Avenue
<br />Address: -
<br />3006 Rucker Avenue
<br />Total:
<br />sl
<br />Jjoi�00 cj�
<br />F--verett J Washington 98203-1222
<br />Everett, Washington 98201
<br />S95
<br />Lot ize:
<br />'19,7,00 sq'fi
<br />Contact:
<br />Ambrose Chan (42S) 329-3382
<br />Contact:
<br />Chris Covington (425) 339-0293
<br />Project Dcslgmr:
<br />NuttyCAD Drafting and Design
<br />GEO Technical Consultant(s):
<br />Harmsen & Associates, Inc.
<br />IMPERVIOUS AREA.-
<br />Address:
<br />r`�00 1.�()th Avenue S.E.16778
<br />Address:
<br />r - 146th Street S.E., Suite 104
<br />./
<br />,ashington 98290
<br />-
<br />iroe, Washington 9827 2
<br />New hpervious:
<br />'1,328.00 sqf 1
<br />Contact
<br />Contact
<br />_)uglas Almond t`06) 224)068
<br />(360) 794--7811
<br />ImUervious,; +
<br />7,485,00
<br />—Existin
<br />Total:
<br />8,8_1.00 scitt
<br />General Contractor.
<br />M.E.P. Consultant(s):
<br />N/A
<br />Address:
<br />Address:
<br />Lot Size:
<br />_9 7(-) ,00 qft
<br />Contact:
<br />Contact,
<br />-4 ool 1.43' N89,0411 1 OBE
<br />ov -," ft* R" am
<br />A #WW ow, �a �_,,v -w, wo
<br />C
<br />30.00' ROAD WIDTH 5.00' BSBL ------
<br />f 12" PL E I.E. 185,56'
<br />'1111 01 KRA/ 1 1: = 1QC_Ai
<br />IM = 187.66'
<br />1_0
<br />CT)
<br /><
<br />LOT C�j
<br />P
<br />ull
<br />COLoILECTION BOX
<br />24'
<br />>
<br />rl
<br />2P
<br />W
<br />EXISTING DETA 2
<br />CHED
<br />rn
<br />GARAGE (768ft2)
<br />EXISTING FIAVED/CON,C
<br />& WALK WAYS
<br />(5,141
<br />>
<br />j
<br />EXISTING BREEZEWAY
<br />L
<br />r
<br />Al, C:) 21.25'
<br />Ul 4 Lq
<br />0 A� YD-43
<br />RIM = 1
<br />0 54,86' Z
<br />Z 4" PVCS 1,E, 194.16
<br />4" P1 N I.E. 19,
<br />> 4.161
<br />10
<br /><
<br />cr�
<br />rn
<br />Cn
<br />Z
<br />Of
<br />0
<br />o
<br />Z
<br />V) <
<br />CC 4
<br />EXISTING SFR
<br />0 PROPOSED
<br />2
<br />(1,576ft Z
<br />RAV EMENT LU
<br />( (565ft2 U_
<br />565ft2
<br />X
<br />UJ
<br />J
<br />PROPOSED GARAGE
<br />ft2)
<br />27 (603
<br />k,
<br />X
<br />b
<br />V,
<br />-PROPOSED D K1,
<br />166fi?'
<br />Z
<br />YD-430
<br />RIM = 197.42'1z
<br />cr_
<br />4" PVC S LE. 196.82'
<br />4" PVC N I. E.
<br />0
<br />SET REBAR & CAP
<br />LS NO.: 14490
<br />014" E
<br />SET REBAR & CAP cl
<br />14,1.48 NM9�04
<br />C
<br />'D
<br />LS NO.: 14490
<br />Site, Plan
<br />Scale: 11 =200' DEVELOPMENT STANDARDS:
<br />it15AWN
<br />LIMM-2
<br />Chapter 19.06
<br />FRONT . ......... ... . -, , '' ..
<br />20-00'
<br />REAR .- - . . .. .
<br />20.00'
<br />SIDE (STREET)
<br />10.00'
<br />SIDE (INTERIOR) ..... ......
<br />L 5.00'
<br />REQUIRED STRUCTURE PAR)
<br />Permit#:
<br />Site Address:
<br />PW2002-019
<br />5001SOUNDAVE
<br />MAX. LOT COVERAGE -
<br />Owner:
<br />CHAN AMBROSE YING KUEN & CHEUNG
<br />WAN MEI
<br />MAX. BUILDING HEIGHT
<br />Tenant:
<br />[TenNamel
<br />App. Date:
<br />2/13/2020
<br />Proposed use:
<br />Description:
<br />ADDITION OF NEW 2 CAR ATTACHED
<br />GARAGE & ELEVATED DECK
<br />(2
<br />Reviewed By:
<br />Date:
<br />&S
<br />Office Set
<br />—Job Site Set Fire/Planni g
<br />ON -SITE SOILS STORAGE:
<br />APPROVED
<br />PLANNING & COMMUNITY
<br />DEVELOPMENT DEE
<br />8 1 - ONSITE STORAGE OF DISPLACED MATERIALS ARE
<br />T DATE TO HAVE A TEMPORARY PLASTIC SHEETING
<br />(POLYETHYLENE, POLYPROPYLENE, HYPALON OR
<br />EQUIVALENT) OVER THE MATERIAL AND IS TO BE
<br />MAINTAINED FOR THE DURATION OF STORAGE.
<br />TEMPORARY SILT -FENCE INSTALLATION-
<br />�
<br />PPIROVED
<br />PUB ORKS CDEP M NT Joints in filter fabric shall be spliced
<br />BY at posts. Use staples, wire rings or
<br />equivalent to attach fabric to posts
<br />DA E4 2N2" by 14ga. wire or equal
<br />CITY OF EVERETT AEVIEWtD FOR PERMIT if standard strength fabric
<br />is used
<br />---------------
<br />------------------- Filter fabric
<br />----------
<br />r it
<br />7, 1 0_3 "P�
<br />7 7 7
<br />2,
<br />E_12 A
<br />I. 61max.
<br />L _J min. 4N4" trench
<br />Post spacing may be Backfill trench with native
<br />increase to 8' if wire soil or 3/4"-1.5" washed gravel
<br />backing is used
<br />2"x? wood posts, steel fence
<br />posts or equivalent
<br />N 0__q I anl=
<br />j
<br />PLAN
<br />NORTH,
<br />PLANS EXAMINER APPROVAL:
<br />Scale: None
<br />Scale: None
<br />E
<br />IR
<br />D E 9 V
<br />E
<br />MAR 03 2020
<br />CITY OF EVERETI
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<br />Plan Title
<br />Proposed
<br />Site Plan
<br />Douglas Almond
<br />Date
<br />12/16/2019
<br />Proiect No.
<br />19-034-01
<br />
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