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BASIS OF BEARINGS Date i
<br /> N 90°OO'O0"W 688.32' 05/25/19
<br /> YX 2'X 14 GA.IME CR ► 158.01' - Designed
<br /> JOINTS IN FILTER FABRIC SHALL 8E SPLICED EQUIVALENT.IF STANDARD MONUMENTED LINE
<br /> AT POSTS USE STAPLES,MIRE RINGS,OR STRENGTH FABRIC USED CASEQUIVALENT TO ATTACH FABRIC TO POSES
<br /> I I FOUND MON IN CASE, Drawn
<br /> LEAD/T on
<br /> fiGK, DOWN 0.4' CAS
<br /> FILTER FABRIC CITYReZGORREGTIONS
<br /> 20THST. 01/24/Iq
<br /> i" = g , See lfO J1 VIM
<br /> BURY BOTTOM OF FABRIC MRMDM 4 TRENCH
<br /> MATERIAL IN 4"X 4'(890)TRENCH BACHHLL TRENCH
<br /> CH MIN NAME SOIL
<br /> 1 OR 3/4'-1.5'WASHED GRAVE).
<br /> I1 FNG GDR.
<br /> SPACING MAY BE -YX 4'MOOD POSTS,STEEL FENCE _
<br /> R mBACKING IS U6'IF MxtE POSTS MAR,OR EQUIVALENT SUMPLT I�NGE M. f0fyy a•3'N ( GONG.TO BE USED
<br /> BMP C255 •a. FOR REQUIRED PARKING
<br /> BPMT 5.13 POST TEMPORARY BMP C123 IOS3 SPACE.NUMBER OF
<br /> KILTER FABRIC FENCE DETAIL FILTER FABRIC FENCE NOTES CONSTRUCTION SOIL SILT FENCE TIG COVERING F SPACES=I
<br /> I QUALITY AND DEPTH. -_`i \
<br /> I.THE FLIER FABRIC SHALL 00 PURCHASED IN A CCNTNAIOUS Rau OUT TO THE EDISON or THE -•'- ',: BMP GI05:CONSTRUCTION
<br /> MMNTENAN(2•STANDARDS BARRIER TO MID USE OF JOINTS.NTS. WEN JOINTS ARE NECESSARY,FILTER CLOTH SHALL RE ❑ ❑ ❑ ❑ 0 0 ❑ -E/� V -F- �:: U ACCESS
<br /> I. ANY DAMAGE SHALL BE REPAIRED MMEDMIELY. SPLICED TOGETHER ONLY AT A SUPPORT POST MIEN A MINIMUM 6-INCH OWRLAP AND BOTH EWS -✓ .'
<br /> ❑ BMP Gi03: HIGH VISIBILITY yl STOCK PILE P.':....:;'.:""A
<br /> 2. IF A SEDIMENT
<br /> FLOWS ARE SCENT SHRILL OF THE FFNL£THEY MUST BE INTERCEPTED AND COMM SECURELY FASIENW ro RE POST. cD Q- ❑ p PLASTIC OR METAL FENCE U
<br /> TO A SDMFT i TRAP OR POND. 2 THE FLIER FA RIC FENCE SHALL BE INSTALLED ro FOLLOW THE CONTOURS(MHERE FEASIBLE). N R P 33.00 OCi la,
<br /> 3. IT O IMPORTANT TO CHEDX THE UPHILL SIDE SE ENE FENCE FOR SHINS Cr THE FENCE 555091O AND IRE FENCE POSTS SHALL BE SPACED AT A MINMIUM OF 6 FOOT APART AND DOWN SECURELY Q Z�l1 N QO°00'00"W 120.01' r nA
<br /> ACTING AS A BARKER TO FTDW AND DEN CAUSING CHANHEu7ADON SE FLOWS PARALLEL TO DE FENCE 6 INTO THE GROUND(WARM a 30 00E4 q. 8 i iA - - - - - - I / - - - 24 F
<br /> D�OCCURS REPLACE DE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 3.A TRENCH WALL BE EXCAVATED,ROUGI.Y 8 MOIST MW1E AND 12 INCHES DEEP,IX+SLOPE 1` ' • R zg 60,J
<br /> 4. 5EOMJHT MIST BE REMOVED MIEN MIME IS 6'HIGH. AND ADJACENT TO THE MOOD POST TO ALLOW THE FILTER FABRIC TO 8E BURIED. " o o .• ,t ,1' ,1' ::. � ALLEY
<br /> 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET REAKDOIWI.IT SHALL BE REPLACED. z ►.����������������♦♦��.♦'
<br /> 4.MEN STANDARD STRENGTH FLIER FABRIC 5 USED,A NRE MESH SUPPORT FENCE SHALL BE I._,p P P P P P P P P P P P P P�. r
<br /> FASTENED SECURELY TO DE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY MIRE STAPLES AT �• -I ^, A 0
<br /> LEAST i INCH CON&7E IKE5 OR FLOG RINGS THE MOUE SHALL E%IERD INro THE TRENW A ❑ HY I ►♦ ♦�
<br /> PLANNING DEPT.INSPECTION REQUIRED ,,�,M � ,,„OT TM.,� ��, � 3 .• .s lo' fBAGI �� •... POWER POLE
<br /> GRDND S/IEACE r ,J •
<br /> PRIOR TO REQUEST FOR FINAL iNSPEC•hON 5.THE STMIOARO�TMFLIER FABRIC MAIL BST,,�OP,�TODIE FENC44CE,AIM I • • BUIIL�DIINpGTO� 0 BMP T5.11
<br /> WOES OF DE FABRIC STALL BE EXTENDED PITO THE TRENCH. I E FABRIC SHALL NOT EXTEND p \ HOUSE NO.2001 •� II- 4 / j ,� GONGERTINAED FLOW
<br /> Landscaping Fencing g SaE DUN 36 INCHES A°M THE ORIGINAL GROUND SURFACE FILTER Raw SHALL NOT O O • FOOTPRINT=160*SF ♦ tpx}1 LLM1I / . DISPERSION
<br /> Signs STA%ED roEIS1ID TREES O I Q• •• REAR YARD INFILL NEW DRIVE
<br /> 6.ROEN EXTRA STRENGTH FILER FABRIC AND CLOSER POST SPACING ARE USED,THE MIRE MESH \ - SLAB a 122.6" / . , IL
<br /> Environmentally Sensitive Area SUPPORT FENCE MAY BE wigwam IN SUCH A CASE,THE FRIER FABRIC IS STAPLED OR MED /��•�] ❑ z l� O I
<br /> DIRECTLY TO DE POSTS RIM ALL OTHER PROWSIONS OF STANDARD NOTE 5 APPLYING. �/ 8..12 �♦ ♦♦ - • CONTROL ELEMENTS:
<br /> T ---_ --�,, - - Q m BMP GI53 MATERIAL \aaj
<br /> Othe ^�.El 7.THE 1RENd SHALL 00 BACEMLED YAM 3/4-INCH ADMAN DIAMETER WASHED CRAWL •`• 6 F --T-__ ---` : • 1.�•,1��♦.„•.�X�♦�♦ 4r6-L . . . . - O DELIVERY,STORAGE
<br /> y/ A�J 8.FILTER FABRIC FENCES SHALL 8E REMOVED MIEEN THEY HAVE SERVED THBR USff1I.PURPOSE •�O A_----
<br /> " --- - T �� O m AND CONTAINMENT
<br /> Contact. V� I 111///LLL BUT NOT BEFORE THE UPSOPE AREA HAS BEEN PERMANENTLY STABILIZED. 5'SETBAGYj O
<br /> (425)257-8731 ext. -7? ` L FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY REPAIRS EACH LRAINFALLMADE AND AT ROW 1e� / - - - - 1- _ _ _ =X- _ C i
<br /> LEAST OMY DURING PROL,CNCED RAINFML ANY REWIRES SHALL BE -
<br /> ,....„...A
<br /> IMMEDIATELY. N 89'5F'55'W 120.06'
<br /> NOTES: DOWNSPOUTS
<br /> TO SPLASH
<br /> BLOCK TYP.
<br /> \ � ‹" 5E. BLDG. GOR
<br /> 3. CONTROL FLOW RATES: NOT APPLICABLE TO THIS PROJECT I VO Z
<br /> W •.I'E 8 I.5'N OF A
<br /> 6. PROTECT SOILS:BMP GI20 AS REQUIRED 1L N OF PROP GDR.
<br /> -I. PROTECT INLET DRAINS: BMP G220 AS REQUIRED. 1
<br /> S. STABILIZE CHANNELS AND OUTLETS: NOT APPLICABLE TO THIS 'T r 7; 'I .� T T r
<br /> v'';
<br /> PROJECT OCT - 1 2019 O
<br /> 10. CONTROL DEWATERIN6: NOT APPLICABLE TO THIS PROJECT AVERAGE BASE ELEVATION ® LANDSCAPE AREA SEA' 2 4 2019
<br /> II. MAINTAIN BMPS: BMP GI50 MATERIALS ON HAND LISA MGqIFEVERETT -
<br /> A
<br /> 12. MANAGE THE PROJECT: BMP CI50 MATERIALS ON HAND - 122.6' THERE MUST BE AT LEAST 2001 HOY Services CITY OF EVERET..
<br /> B - 122.3 ONE SHRUB, PER EVERETT, WA. 1S2o1-223a Per it Services
<br /> QUANTIFIED SURFACE AREA G - 122.1' SPECIFICATIONS IN SECTION PARCEL NUMBER:
<br /> PROPOSED ROOF AREA 603 SQ. FT. D - 122.3' T THREE LINEAL
<br /> FOR FIERY 00451042500100 ((V
<br /> PROPOSED DRIVE (E) OF (N) GARAGE -72 SQ. FT. LINEAL FEET OF CO
<br /> PROPOSED LAWN LANDSCAPING 463 SQ. FT. TOTAL - 48ci.3 / 4 = 122.325 + 28 MAX FOUNDATION.
<br /> aSyIr FOUNDATION.
<br /> be afi Iran+twa lama LEGAL DESCRIPTION: Q
<br /> TOTAL PROPOSED SURFACES 611 SQ. FT. MAX. ELEVATION ALLOWED = 150.325' S`a� i� �` h �+f PLeANT �� EVERETT DIV B PLAT OF BILK H K
<br /> GROUND COVER PLANTS, 425 D-00 - ALL LOT I $. N 8 }
<br /> TOTAL LAND DISTURBING ACTIVITY 1,140 50. FT. Il.l Q
<br /> PER SPECIFICATIONS IN I/3FT OF LOT 2
<br /> SECTION 35.055.G.2, MUST un _
<br /> til
<br /> PARKING CALCULATIONS FULLY COVER THE PROJECT DESCRIPTION 0 0
<br /> REMAINDER OF THE
<br /> LOT COVERAGE GALL. BUILDINGS # OF SPACES REQUIRED 2- (l Or-SF-P. 400I LANDSCAPED AREA. REAR YARD INFILL
<br /> # OF SPACES PROVIDED =,,K 2- -for441511 0411) • six
<br /> EXISTING RESIDENCE -160 SQ. FT. 1)- 1
<br /> / _2O 1111 DRAFTING
<br /> LOT AREA 4,001 SQ. FT. TWO 19Gf1r�`{'l-dr SpaCeS I n vvv,,,///���/aict i'-L '-eir 70 SCALE:20 40 i,WNW
<br /> t � /I ' /1 P.O.Box 2.2972 2
<br /> PROPOSED RESIDENCE FOOTPRINT SOS SQ. FT. `�/bl`C Lai`'E4 1r U WI4�";r<,'ra� °
<br /> 1 98072-2972
<br /> =34.1% Phone:(206)92-8317 7
<br /> SHEET INDEX APPROVED
<br /> Emne:•wm6Q2-8317
<br /> A ,-1ivvt_LJ
<br /> PLANNING & COMMUNITY SDI SITE PLAN PUBLIC WORKS DEPART ENT Project No. 19-273
<br /> DEVELOPMENT DEPT.
<br /> BY (JI,,QB BY q Sheet No.
<br /> / DATE
<br /> DATE 1 / /( EVERETT REVIEWED FOR PERMIT DRAINAGE PLAN
<br /> q CITYOFE E SP1
<br />
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