|
PARCEL No.:00571700401200
<br />Section Township Range Quay
<br />STANDARDS:
<br />SCOPE OF WORK:
<br />1 P
<br />Construct new attached garage
<br />dwelling.
<br />2. Construct new ele d exterior deck
<br />common area_
<br />Building Code IRC 2015 Edor6n
<br />Energy Code WSES�16y WSU) 2015 tion
<br />Floor Loading psf LL / 12psf D 52psf/01
<br />Decks Loading `60psf LL / 12psf ,;> L = 72psf a
<br />Roof Loading 25psf LL/ 17p .'DL = 42p
<br />Jurisdiction ar ityof rett DRAINAGE NOTE.,
<br />Zoning � R-S '
<br />LEGAL DESCRIPTION: STURMWATER TO CONTIN OUS
<br />5 TYPE K METAL GUTTERS T . _
<br />Shore Acres Addition to Everett DOWNSPOUTS TO SPLASH
<br />Lot No.: 12 t3\0c-\f, (> 4 BLOCKS TO GRADE.
<br />face of existing
<br />access from upper level
<br />AVERAGE GRADE:
<br />AAA 194.50
<br />�" 195.00
<br />C = 195.75
<br />D = 196.00 +
<br />781.25 - 4 = 195.31
<br />IF THIS PLAN
<br />LOT COVERAGE:
<br />IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY ---
<br />CONTACTS:
<br />Existin Structures: 2 344.00 S ft
<br />g � g
<br />Proposed Structures: + 763.00 s ft
<br />Property Owner:
<br />Ambrose Chan & Mei Cheung
<br />Str`B. alEnyiuer:
<br />T..B.D.
<br />50oj01dso e
<br />Address:
<br />To ! 3,107.00 sgft
<br />of Size: 19,795., Sgft
<br />ett, Washin n 98203-1222
<br />-
<br />contact:
<br />Ambrose C (425) 329-3382
<br />Contact:
<br />g
<br />® Q�®
<br />Pr jcet Dcsiglw: y,+
<br />Nut tyC Drafting and ign
<br />GEO Technic _onsultant(s):
<br />Harm,' n & Associates, Inc.
<br />Address.
<br />�-S..
<br />630 -AveIMPE
<br />Addre
<br />16 V -146th Street S.E., Suite 104
<br />PIOUS AR
<br />Snjtiomisashinaton 98290
<br />Inroe, Washington 98272
<br />New perviau : 1,328.00 sgft
<br />Existi I rvious: + 7,485.00 s ft
<br />Cont
<br />Douglas Almond (206) 225-0068
<br />act:
<br />(360) 794-7811
<br />General Contractor:
<br />T.B.D.
<br />ME �. suItant(s):
<br />NSA
<br />-
<br />Total: 8,813.00 sgft
<br />Lot Size: 19,795.00 sgft
<br />Address:
<br />-
<br />Address:
<br />-
<br />Contact:
<br />Contact:
<br />N89'641'11 "E
<br />� i � o i _ � i _ � i � � i � _ i _ i �-w� I � � i v ® r o � i � � r � � i♦� i � _ i i ®/� _ i ® o® i _ _ i � i � i � ® i is i _ � i _ � i _ _ i � � i � i v ® i � � i � � i
<br />30.00 ROADWIDTH 1 �—L_._:_.� _._._�_.��_, _ _:_, 5.00 BSBL ���— O
<br />1
<br />.� 12"PLEI.E.=18 6' I / -
<br />®., 12 NW "PLI.=185-46' � �
<br />Know what's below,
<br />Q I �/'
<br />- Call before you dig.
<br />O - I
<br />/ / \ COLLECTION BOX
<br />P.P. I r
<br />° p °
<br />°D
<br />® D° I I So D �' A P EXISTING DET100010
<br />A
<br />GARAG 8ft2!
<br />/I
<br />EXISTING nA QED/CONC DRI E & WALK WAYS
<br />(5,141ft,
<br />t J
<br />— I A Benchmark Is Required On Site
<br />r D Po To 'verify Apprwd Building Height
<br />80
<br />PO I
<br />Po
<br />�1 �/ D
<br />,;�,� N �._. - ___ \;� .—__ W -.:. __._ .__.. m W'. _.e.__. _._ U. .___ 1�,� _ _ \,.,r ..___._... \a, _ - _�,ll �.,'____.-_-____ IN .___._- ':N
<br />° °
<br />i m D s �so , C) 'CONCRETE -ENCASED ELECTRODE
<br />O 1 - D i /'�' YD-435% O ,(LIFER GROUND) REQUIRED
<br />Z I O/ P , a ° RIM = 194.86' 1 Z I PER NEC 260.50
<br />4" PVC'S I.E. = 194.16' 1 j
<br />of D e ` 1 (INSPECTED AT FOOTINGS)
<br />�' 4"PV NI.E.=194.16f
<br />ON
<br />,: >
<br />•
<br />P 11 o, P' / I - 1 r I m IF BUILDING IS NOT POSITIONED AS
<br />rr) 1 I ° . , .. P I rn ' INDICATED ON APPROVED SITE PLAN,
<br />r- / ✓ r D /° - A NEW SITE PLAN SHALL BE S-
<br />0 1 ., � :, . I r UBMIT Roof trusses to be designed
<br />~ ! •" D D ` .�° ° D ° D z r 1 TED, NO FURTHER INSPECTIONS WILL and drawing prepared by
<br />.e • ° o % D ° o 1 BE MADE ON TI�Is PROTECT UNTIL THE
<br />� a State licensed structural
<br />0 1
<br />I / i PROPOSED Po h2' EXISTIN FR i I a ' 1 REVISED SITE PLAN HAS BEEN APPROV- engineer.
<br />1 / ft2 D I I I ED BY THE BUILDINGIPUBLIC WORDS
<br />'. PAVEME . \0/ Z= (1�5 ) i /� w _ DEPTS,
<br />..(565 0 ` I
<br />LALU
<br />v
<br />I � °° ° >D ° I • . x ° ! , C) ' GRADING AND DRAINAGE
<br />° ° I PROPOS GARAGE- 41 (•�� P` I / 1 1 1. Provisions shall be made for the control and drainage of surface
<br />/ I ' 1 water around buildings by: gutters, drain lines, inlets and catch
<br />° D 271_711 _ / 03ft) _ I i r ' basins or other necessary drainage structures and shall be installed
<br />/ — f �\ ° D°
<br />°� where storm water disposal cannot be obtained without their use or
<br />where erosion cannot be prevented by finish grading and planting.
<br />Dry welds shall not be installed in areas where the sail is not well
<br />/
<br />/) °.D D �- , / drained a-nd,jo�r porous.
<br />ROPICA, D CK)
<br />• ' // 12. Grading shall be provided to insure:
<br />© 1 1 \I J .<_ / (a) Diversion of water away from buildings.
<br />L 1 (b) Prevention of standing water and soil saturation detrimental
<br />z 1 I - \ �- ' - / - - ♦° I to structures and lot use.
<br />_ _ YD-430 - -
<br />y\ RIM = 19 4 7
<br />(c) That natural drainage channels or basins are not blocked or
<br />-- /
<br />� 1 I /\ � / � --' 4° I.E.= 196.82' I ♦ / / I ! filled.
<br />- I 1 ' (d) Provisions for the disposal of water from a lot,
<br />O I I / " _ ! PVC N 1�;; - (e) Protection of adjoining property,
<br />L,_,_,_ -- — _0' BSBL -- —- � �;,�.— _ � 1
<br />.� _.........-,.--- � SET REBAR&CAP PLAN
<br />LSN0.:14490 NORTH
<br />( f_t)n1 —gyp— -� / It is owners responsibility o establish and stake a,
<br />SET REBAR & CAP - 141 .48' N Gf 7 40' 14" E , - ' property lines. p Y h
<br />J
<br />LS NO.:14490 / - j
<br />/ S t�� P a Cl
<br />00000, �� / SCALE: 1"=101-011 k T
<br />DEVELOPMENT STANDARDS: Chapter 19.06
<br />MIN. REQUIRED SETBACKS:
<br />FRONT ................
<br />... .. 20.00'
<br />REAR
<br />20.00'
<br />SIDE (STREET)
<br />10.00'
<br />SIDE (INTERIOR)
<br />5.00'
<br />REQUIRED 5TRUCTURE PARAMETERS:
<br />MAX. LOT COVERAGE 35%
<br />MAX. BUILDING HEIGHT 28.00'
<br />ON -SITE SOILS STORAGE: Scale: None
<br />ONSITE STORAGE OF DISPLACED MATERIALS ARE
<br />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 />I TEMPORARY SILT -FENCE INSTALLATION: Scale: None
<br />Joints in filter fabric shall be spliced
<br />at posts. Use staples, wire rings or
<br />equivalent to attach fabric to posts
<br />2"x2" by 14ga. wire or equal
<br />if standard strength fabric
<br />r 7 is used
<br />i i (
<br />Filter fabric —
<br />I I I
<br />II it
<br />I I I I
<br />- -r -i - 'r r
<br />6'max.
<br />min. 4"x4" trench /
<br />J
<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"x2°' wood posts, steel fence
<br />posts or equivalent
<br />Additional Permits Are Required
<br />For This Project To Include:
<br />❑ Plumbing ❑ Sprinkler
<br />❑ Mechanical ® Fire Alarm
<br />ER -Electrical
<br />V�
<br />J m
<br />J b
<br />n
<br />Q
<br />100
<br />a
<br />w
<br />Q0
<br />Ln
<br />w a
<br />>Q Q
<br />t0
<br />�€
<br />Z `a
<br />E
<br />••� �a
<br />0
<br />CD L
<br />0
<br />_0
<br />CD
<br />O
<br />®Q
<br />N
<br />0
<br />rV
<br />CL
<br />0
<br />V
<br />2 0
<br />7.0
<br />•'w�Ani
<br />V !
<br />rJ
<br />I`
<br />co
<br />_C�o
<br />(J00f-
<br />>
<br /><n
<br />-a0g
<br />4-J
<br />�
<br />EL
<br />O
<br />},
<br />C:
<br />O
<br />z
<br />N
<br />C
<br />`N
<br />0
<br />Lr,)
<br />W
<br />Q
<br />V j
<br />CD
<br />cv
<br />s_
<br />c:)
<br />o
<br />r-
<br />0
<br />0
<br />0
<br />z
<br />Plan Title
<br />Proposed
<br />Site Plan
<br />QD
<br />cc w 2 0 20
<br />Drawn
<br />Douglas Almond
<br /><Jate
<br />FermitServices
<br />12/16/2019
<br />ro c o.
<br />19-034-01
<br />CITY OF EVERETT
<br />REVIEWED FOR PERMIT
<br />Permit#:
<br />B1912-021
<br />Site Address:
<br />5001 SOUND AVE
<br />Owner:
<br />CHAN AMBROSE YING WEN & CHEUNG
<br />WAN MEI
<br />Tenant:
<br />[TenNamel
<br />App. Date:
<br />12/18/2019
<br />Proposed Use:
<br />SFR DETACHED
<br />PLANS EXAMINER APPROVAL: Description:
<br />ADD OF NEW 2 CAR ATTACHED GARAGE &
<br />ELEVATED DECK ON SOUTHERN ELEVTN
<br />Reviewed By:
<br />4Date:
<br />Office Set
<br />Job Site Set Fire/Planning Set
<br />Sheet:
<br />C 1 *0
<br />ot.� -
<br />
|