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PROJECT DESCRIPTION HEIGHT CALCULATIONS A.B.E. Standard Notes - Per City of Everett Site Plan Notes,
<br /> 1. See sheet A1.1 for Storm Drainage 7 .. -j
<br /> 1. Approval of this erosion/sedimentation control(ESC)plan does not )_
<br /> OWNER:Banwait Gurmail&Kaur Singh I e e " D v o m constitute an approval of permanent road or drainage design(e.g.size and -
<br /> 2103 116th Street NE A.B.E.CALCULATION I i I location of roads,pipes,restrictors,channels,retention facilities,utilities).
<br /> Marysville,WA 98271 2. The implementation of these ESC plans and the construction,
<br /> GRADE POINTS EXTRAPOLATED FROM SURVEY POINTS I I P
<br /> maintenance,replacement,and upgrading of these ESC facilities is the Site Plan Legend
<br /> ADDRESS: 2212 PINE STREET (A x Slots o b)+{C x c)+(D x d)= C n responsibility of the applicant/contractor until all construction is completed I
<br /> EVERETT,WA,98201 a+b+c+d w `" and approved and vegetation/landscaping is established. ® I
<br /> L90.38.00')+(94.79.171+(97•38.00')+(94.79.17')=93.64' I 3. The boundaries of the clearing limits shown on this plan shall be PROPERTY CORNER 1
<br /> JURISDICTION: Everett 38.00'+79,17'+38.00'+79.17' I I clearly flagged in the field prior to construction.During the construction ARCHITECTS
<br /> COUNTY: Snohomish,WA
<br /> ZONE: R-2 BUILDING HEIGHT 2T-7" = 121.42' I
<br /> ` I period,no disturbance beyond the flagged clearing limits shall be permitted. e....=...,• PROPERTY LINE
<br /> --._.— e —
<br /> PARCEL: 00578700100500 Le I The flagging shall be maintained by the applicanVcontractorfnr the duration
<br /> of construction. ---•—•----- CLEARING LIMITS 21620 84th Ave.S.
<br /> SITE AREA: 6,098.4 s.f. 94'_ m m �J 4. The ESC facilities shown on this plan must be constructed in Ste.200
<br /> TOTAL ACRES: .14 A.B.E. Calculation conjunction with all clearing and grading activities,and in such a manner as Kent,WA 98032
<br /> LEGAL DESCRIPTION: SMYTH LAND CO S 1ST ADD BLK 001 D-00-LOTS —.—.—.— SILT FENCE
<br /> to ensure that sediment and sediment laden water do not enter the drainage
<br /> 5&6 KALE: NTS system,roadways,or violate applicable water quality standards. (253)468-7696
<br /> PROJECT REMODEL OF EXISTING BUILDING 1The ESC facilities shown on this plan are the minimum requirements DRAINAGE www.ihbarchitects.com
<br /> DESCRIPTION: STORY RESIDENCE VNITH NEW TWO STORY ' 5.i I I for anticipated site conditions.During the construction period,these ESC
<br /> ADDITIONccf--- x- I I - facilities shall be upgraded as needed for unexpected storm events and to BUILDING SETBACKS i*d ,i g on and plans set roAhice a n
<br /> dawsxcs _ _. -. ensure that sediment and sediment-laden water do not leave the and.hnil,,,naln.the p, Ory of IIID
<br /> IMPERVIOUS AREA EXISTING = 2,898(984'+1914'Includes Shed) S°Fraaq.¢. i— I FIGURE D.2.1.3.A SILT FENCE site. SANITARY SEWER AmhireeH. Use°f thi,drnan6 is
<br /> PROPOSED= 1,412(750'+382'+280') :D 0?. 6. The ESC facilities shall be inspected routinelyand maintained bythe Gmird nam.lIm o. Amar for
<br /> a
<br /> p ai..,, d Immo. And for
<br /> TOTAL = 4310=70.68% `r•COr r 'i i I DINTS IN FILTER FABRIC SHALL BESPLICED applicant/contractor to ensure their continued functioning,especially after x Iinn�f me bnB une M1
<br /> AT POSTS.USE STAPLES.WIRE RINGS OR �o�m�onn 4"TITS LINE ria or muse of said dmainF. .
<br /> =4'1!±•L EQUIVALENT TO ATTACH FABRIC TO POSTS. storm events. .strictly pmhEilod airhurr arum
<br /> EXISTING BUILDING v*g951t9,I ' _ _ _ 7. The ESC facilities on inactive sites shall be inspected and maintained —^ v +«rnf9lnAmhiraL.
<br /> ia4 . rxrBY14Ga WIRE DRWATER
<br /> I ,rte EOUIYALENi,IFSTANOARD I a minimum of once a month or within the 48 hours following a major storm
<br /> r .�.., STRENGTH FABRIC USED event.
<br /> I I c-sires I- FILTER FABRIC 8. At no time shall more than one foot of sediment be allowed to ,°°—� OVERHEAD POWER J o
<br /> )t _ accumulate within a trapped catch
<br /> �_ f basin.All catch basins and conveyance lines shall be cleaned prior to _- - GAS
<br /> I `a'c - �—' ' x<.cre: ;,r il*i l paving.The cleaning operation shall not flush sediment laden water into the ® o
<br /> E MX. y --O--O—o— FENCE w
<br /> I MINIMUM 4•,4•TRENCH f downstream system.
<br /> POST SPACING MAY BE
<br /> A Q NTS INCREASED TO V IF BACNFILLTRENCHiNtHNATNEB0IL �� 9. Stabilized construction entrances shall be installed at the beginning of
<br /> C, 9BREBACNINGISUSF) OR34'TO1-rI2 WASHEDGFAVEL construction and maintained for the duration of the project.Additional `a
<br /> i may requiredpavedkeptV �/. NEW BUILDING UJ
<br /> I _ NOTE:FILTER FABRIC FENCES TW WOOD POSTS.STEEL FENCE measures be to ensure that all areas are clean for
<br /> 4 / �Y�r SHALL BE INSTALLED ALONG POSTS.REBAR,OR EQUIVALENT �—
<br /> t t CONTOURS WHENEVER POSSIBLE the duration of the project.
<br /> O G ° r `--1 10. The Contractor shall provide periodic street cleaning to remove debris I- N
<br /> I I 0 will ( - 2111h Surface Water nes0ER Manual-Appendix D and sediment tracked off the site.
<br /> �� EXISTING BUILDING 06 W
<br /> I •�� Splash Block Detail O Silt Fence Detail © 11. Appropriate measures shall be taken to stop sediment from entering
<br /> v surface water bodies if the proposed BMPs fail.
<br /> I �� 12. Bare and/or disturbed soils shall remai ncovered and/or (I)
<br /> `� N.T.S. ________Iak ) ASPHALT
<br /> PROPOS
<br /> 4 H. I T.S. unstabilized for no more than 2 days from MD er 1 through April 30,and ®_ W
<br /> x '` 121.96' LANDSCAPE BLOCK WALL I I for no more than 7 days from May 1 throug S 1.tember 30. CONCRETE SLAB
<br /> • i �^ �• 0
<br /> '"• — — — Li
<br /> 0 20'p• — 1 ° h=•:=� CRUSHED ROCK 0 W
<br /> • I ww 25'-—rn F- �''I ® N
<br /> •:e -- ^ 1 I I 2�° GRADE SLOPE DIRECTIONAL ARROW Q N W
<br /> �' •._ � -I% EXISTING f
<br /> . ellNON-PERMITTED I .401 m m 3 Building-Coverage Area Calculations
<br /> ADDITION "„��„' rn 1
<br /> K. GROSS SF:280 Pr IJ
<br /> 1 _ I• I° LOT SIZE 6,098 s.f.
<br /> o - • '`I'• 1.4 �I' �� N I EXISTING HOUSE&GARAGE FOOTPRINT 984 s.f.
<br /> o •• ExOl11NVEW NC.'.. I7 / 40
<br /> NON PERMITTED ADDITION 280 s.f. Z
<br /> ...... :•yylysQ .:, h / •� I- HOUSE ADDITION 750 s.f. —
<br /> I EXIST! BUILDING NEW ADDITION DECK ADDITION 382 s.f. CO
<br /> t l.: GR••SS SF:984 GROSS SF:750 NEW DECK MINN W
<br /> ` ' ” ' I- GROSS WDEC az TOTAL BUILDING COVERAGE 2,396 s.f.
<br /> tn
<br /> ll TOTAL BUILDING COVERAGE PERCENTAGE= z
<br /> EXISTING ,�'T• 1: / '�II'�� I 2,39616,098=39%<40% Q
<br /> SHED I(DEMO) �_ .•. .I66'-0" g I JCL
<br /> 1 • ':• �_ .i/ a 24ismiputo 25' — Permit#: PW1711 W
<br /> O1 25' ,J - r I rn EL
<br /> I Site Address: 2212 PINE ST
<br /> I _-_-•-• _ - - BANWAITGURMAIL&KAUR BALBIR
<br /> �i�m _ � ri
<br /> ;" = a� - ° m 10 a FIRE HYDRANT 318' Owner: enName o
<br /> 1 121.96 -tt I Tenant [T I
<br /> I d Q I App.Date: 11/15/2017 Q
<br /> v ril.$ Ia 4I Proposed Use:
<br /> o ° D ' � Description: SFR ADDITION AND REMODEL TR xCily Rev ew Nov.6
<br /> I O D r 0 Ar , I A Commm6 2014
<br /> r '
<br /> ' f' o �`T � � I ''r.PPROVED
<br /> Q ,, �.411P. 07 r� ; P ' i 'ORKS DEP , . 1" d B : Date:
<br /> EXISTING BUILDING (/�!�� ,♦ -= Reviewed ewe y
<br /> 1 ��� ' ,��� I f / Office Set lob Site Set Fire/Planning Set
<br /> 1 ... — 1::.,::
<br /> :/ �w/ August 22,2017
<br /> •4 IJ EVERt REVI WEDFOR pMiT i ` b): AP
<br /> I I I — mr,oscd b)v AP 1I II v
<br /> Site & Drainage Plan AI SEP 2 7 2017 i Al n0
<br /> SCALE: 1" = 201-0"
<br /> CI T Y OF EVERETT
<br /> Permit Services
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