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ATTACH IN A MANNER THAT
<br />ASSURES FABRIC IS FIRMLY
<br />HELD BY THE BACKUP
<br />SUPPORT IN AWAY THAT
<br />REDUCES THE POTENTIAL.
<br />FOR FABRICTEARING
<br />POST SEE WSDOT STANDARD
<br />SPECIFICATIONS iS-01.3(9)A
<br />FASTEN GEOTEXTILE TO
<br />POST EVERY Ti" IN O.C.
<br />BACKUP SUPPORT i
<br />s jj6
<br />I<
<br />BACKFILLEDe�,� SELF -LOCKING TIE-NYLONdE
<br />COMPACTED �I� ,7 �-e'`'� j D 6/6 (MIN GRADE)
<br />E)
<br />NATIVE-' Si3i.. c
<br />GEC3TEX ILE ,._ .-
<br />T � p� z ` �20� I�11N TEN.a1LE �aTRGNG fHf
<br />3 l UV STABILIZED
<br />BURY GEOTEXTILE
<br />°RICH. y � i.�
<br />Ii�rTRi
<br />II
<br />I ti
<br />e
<br />GEOTEXTILE FOR SILT FENCE
<br />.
<br />)
<br />SEE STANDARD 'SPECIFICATLQ
<br />I
<br />SECTION 9-33.2 (1), TABLE S'
<br />TYPICAL INSTALLATION
<br />DETAIL
<br />s
<br />INSTALL BACKUP SUPPORT FOR F r
<br />THE GEOTEXTILE SEE STANDARD
<br />SPECIFICATION SECTION d 013(` )A r
<br />i
<br />TYPICAL SILT FENCE
<br />WITH BACKUP SUPPORT
<br />ISOMETRIC
<br />NOTES
<br />_
<br />1, INSTALL THE ENDS OFTHESILT FENCE TOPOINT
<br />I E
<br />SLIGHTLY IJF�.-QP_ TO PREVENT SEDIMENT FROM:
<br />0
<br />FLOWING AROUND THE ENDS OF THE FENCE.
<br />2, PERFORM MAINTENANCE INACCORDANCE ! WITH
<br />WSDOT STANDARD SPECIFICATIONS B-013(9)A
<br />AND
<br />3, SPLICES SHALL NEVER BE PLACED IN LOW SPuCS
<br />OR SLJEViF' LOCATIONS. IF SPLICES ARE LOCATED IN
<br />`LOW OR'SUiSiP AREAS THE FENCE MAY NEED .T O
<br />BE REINSTALLED UNLESS OTHERWISE APPROVED!
<br />'
<br />4. ]INSTALL SILT ILT FENDING PARALLEL TO MAPPED
<br />CONTOUR LINES.
<br />5' DURING EXCAVATION, MINIMIZE DISTURBING
<br />THE GROUND AROUND TRENCH AS MUCH AS IS
<br />FEASIBLE, AND SMOOTH SURFACE FOLLOWING
<br />EXCAVATION TO AVOID CONCENTRATING FLOWS.
<br />COMPACTION MUST BE ADEQUATE TO PREVENT
<br />UNDERCUTTING FLOWS.
<br />fi S
<br />F�
<br />f
<br />J �.... BACKUP SUPPORT
<br />/ n
<br />STEEL (TYPICAL)
<br />r
<br />(TYPICAL)
<br />4
<br />'
<br />FABRIC r
<br />Z�J
<br />(GEOTEXTILE)'
<br />(TYPICAL) .,...
<br />SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER
<br />TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE
<br />FENCE AT EHL OVERLAP.
<br />SPLICE DETAIL
<br />3
<br />WSDOT STI? PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE
<br />EXCEPT STEEL POST REQUIRED
<br />........ _........
<br />_ ........
<br />CITY OF EVERETT
<br />m rrPUBL'IC WORKS DEPARTMENT
<br />eraiv as Hard nc,.+�f t� >xs�u,lee, �e�x. ..�Q3f17
<br />TEMPORARY SILT FENCE 21
<br />i
<br />..... _
<br />NOTES-
<br />1. :STABILIZED CONSTRUCTION ENTRANCE SHALL
<br />MEET THE REQUIREMENTS OF WSDOT STANDARD'
<br />SPECIFICATION SECTION 8-01,3(7).
<br />INSTALL DRIVEWAY CULVERT
<br />t'
<br />IF THERE IS ROADSIDE BITCH
<br />PRESENT
<br />gol'- -
<br />\✓ \ 30' MIN TYPICAL
<br />`fir
<br />�x
<br />A
<br />PERMEABLE BALLAST'TYPICAL SEE
<br />\
<br />STANDARD SPECIFICATION
<br />SECTION 9 03.9(2)
<br /><t
<br />LENGTH AS REQUIRED'..1C0' MIN, EXCEPT
<br />r
<br />1' MIN
<br />RIAYREREDUCED T050'MIN FOR
<br />- fYPICAE X
<br />SITES WITH LESS THAN ONE ACRE
<br />OF EXPOSED SOIL OR APPROVED BY INSPECTOR
<br />=
<br />PLACE CONSTRUCTION GEOTEXTILE FORSOIL
<br />��
<br />STABILIZATION FROM THE EDGE OF THE'EX[STING
<br />'
<br />FROM DE FIJLWIDTH OF
<br />ROADWAY TO THE CONSTRUCTION ENTRANCE,
<br />INGRESS/EGRESS AREA
<br />OR AS DIRECTED BY THE ENGINEER —
<br />'`
<br />ITMIN
<br />IS METRICVIEW
<br />CONSTRUCTION ENTRANCE LVSDOTSTD PLAN 1-R0.10-02ACCEPTABLE SUBSTITUTE
<br />SEA SHEET 604 .. .. -._
<br />SEEESi:EET 6C4
<br />�
<br />PROVEPT`Y LINE
<br />..-
<br />a RIG`H
<br />GRADE ELEVATION I
<br />1 YPI
<br />GRADE ELE}aA7VON
<br />1-A PVC J' d:EA
<br />.n
<br />C i
<br />a 3 �:=.L
<br />AVE
<br />C _',34,
<br />�C Z
<br />;a
<br />- y t
<br />-_ate �'>�?' t
<br />T ,1
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<br />Sd i
<br />r.ed , !-1 -v
<br />P LUG
<br />A �%IPE
<br />.
<br />,-. 1
<br />"DEEP _. a£_EfETx, EITT;%
<br />_
<br />X15M G
<br />AT EACHEND0F
<br />'SIDE SEWER
<br />VERTICAL PIPE SECTION j i
<br />aPHEY-`„J. £(<
<br />`ta1�€�C# :Sir,;•TS" OR .;,;..._.SD R35 OR A�,NVVA PVC SEWER E�"f.A,It°`
<br />(SEE Cl i-a€dE .101>x:
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<br />EECO CONNECTION � r rtC i ET _ r,m,
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<br />SPINER iAA➢N DEPTH, ,LEEG$15 FEEe R Ax=
<br />APPROVED BY T.NE€NGoN€ER TYPE G°trIALL
<br />E USED ,EL HEN E,Y STING SIDE SEWER. IS
<br />HALLOW (LESS THAN 6E_,DFT1- AT PROPERTY
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<br />SANDBAG FILLED WITH G LSS iNSTALLATION' IS,-nPPRC-lPRIATE.
<br />.id1P�1liI�1L'Ns MIX CONCRETE
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<br />x 1 ., 'i � ._}`+E. J?"� --_ E C _k _i �r�elvl.:.�"2_<`: 1 .. f X C ¢=
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<br />APPROVED CODUPUNG
<br />T - r T-Er' A YE
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<br />e.ITJ
<br />FUTURE LEEF°
<br />SIDE SEWER
<br />CITY OF EVERETTG HL E D V IT _J_Bs h,I
<br />t6TT PUBLIC WORKS DEPARTMENT
<br />Co�,C7�
<br />IOR .ONas_.#.ETE uLi . rtli-,A'5 TYPE
<br />TYPE "D" TYPICAL SIDE SEWER
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<br />INSTAL_ CLEAN CUTP€RSTANDARD-
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<br />1 f LI ANJ f' ! ARE TO 5Z
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<br />F,T 1NG"S.
<br />THE SEVVEH MAINS PER 61D13ALF x v_m:
<br />TkVO(2iD!FFER€NTLAYC_7sAT 5HR-41014
<br />FLOP tl_L STI I_vE P U R P &S ES 0 N1:fl3
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<br />PUELIC 'WORKS DEPARTMENT
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