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<br />ASSURESFABRIC IS:FIRMLY 2. 'INSTALL THE ENDS OFTHE SILT FENCE TOPOINT
<br />SPEC}FIOATEONSB-Q:f9jA; 'HELD "BYTHE BACKUP
<br />:SLIGHTLY UPS6OPE TO PREVENTSEDIMENT FRGJUI
<br />FLOWING
<br />SUPPORT 1P! A WAYTHAT �! AROU NQ THE ENDS OF THE FENCE:
<br />I REDUCES THE POTENTI?AL:
<br />2. PERFORM s
<br />FOR FA�FdiCTEARifi1G--� _
<br />IVI MAINTENANCE 7' ENANCIr 4N ACCORDANCE •rllTH
<br />\ f FA$TEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS &01.3(9)A
<br />PQr T EVERY 0, IN O.G. AND 3u01.3(25).
<br />G
<br />BACKUP SUPPORT T
<br />\ 1 ' 1SPLICES SHALL NEVER BE PLACED IN LOW SPOTS
<br />OR SUMP LOCATIONS. IF SPLICES ARE LOCATED IN
<br />r„ o E LOW OR SUMP AREAS,THE FENCE MAY NEED To
<br />BICKFILLED:& l.tf( .-' �' BEREINSfALLEDONLESSOTHERiaVISEA}$PROVED.
<br />IE N,-; f ;. —SELF LOCKIK.TIE NYL�JNE
<br />COMPACTED 5/6 (MIN GRADE) i
<br />NA7IUE501L . r,„, 4, iI}ST�L_5[LTFENC)N4aF'ARFIIIELTSJMAPPED
<br />GECDTEXTILE r T
<br />c. ; 120 MIN TENSSLES.,R£NGThI,
<br />t CONTOUR LINES.
<br />UV STABILIZED '
<br />w
<br />5. DURING EXCAVATION, MINIMIZE DISTURBING
<br />THE GROUND AROUND TRENCH AS MUCH AS IS
<br />FEASIBLE, AND SMOOTH SURFACUOLWWING
<br />EXCAVATION TO AVOID CONCENTRATING FLOWS.
<br />COMPACTION MUST 9E AQE Q TE TO PREVENT
<br />RURYGECITEXTILE ,, UNDERCUTTING FLOWS.
<br />e
<br />t/— I3AGKUP SUPPC3ftT
<br />1, .1
<br />GEOTEXTILE FOR SILT FENCE. > 1, :.. (TYPICAL)
<br />_ / / \ O : STEEL POST 1 ;<: Asa;
<br />SEE STANDARD SPECIFICATION ✓ : , f
<br />P SECTIgN 9-3i2 (1I TABLE6 �Fl � � � - (TYPICAL)-------
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<br />TYPICAL. INSTALLATIOWDETAIL
<br />FABRIC
<br />(GEOTEXTILE) r _
<br />(TYPICAL) 1Fz3�.
<br />INSTALL OACKUP suPPORT FOR
<br />THE GEOTEXI7lE SEE STAI?JDARD
<br />j
<br />SPECIFICATION SECTiON5.02.3(9)A
<br />/k Tell
<br />r 1d oSQ pF SPLICED FENCE.SECTIONS SHALT_ BE CLOSE ENOUGH TOGETHER
<br />�l ti TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE
<br />FENCE ATTHE OVERLAP.
<br />t I i
<br />SPLICE DETAIL
<br />WSDOT ST!? PLAN i 30.1D-02 ACCEPTABLE 5UB54 iTUTE
<br />lll TYPICAL SILT FENCE EXCEPT STEEI POST REQUIRED
<br />WITH BACKUP SUPPORTCITY OF E ISOMETRIC
<br />J QOtiPUBLIC WORKS PRPARTMENT
<br />. �L ` - .%�' - I 3lYAI•l SA55. i ,ARt ftG i?HHI _?AU �NIIUi !Pi �uwn,tS£} ���:. ••, j
<br />TEMPORARY SILT FENCE 214
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<br />LEWT HAS REQUIRED iQO' MIN, EXCEPT
<br />{ MAY BE REDUCED TO 50! MIN FOR
<br />I -SITES WITH -LESS THAN :ONE ACRE
<br />OF EXPOSED SO] L OR: 'APPROVED °BY INSPECTOR
<br />Y �
<br />a .€ P ACECONSTRUCTION.GEOTEXTILEFORS01L
<br />g, STABILIZATION FROM THE'EOGE OF THE EXISTING
<br />ROADWAY TO THE CONSTRUCTION: ENTRANCE;
<br />OR AS DIRECTED BY THE: ENGII1EER - — ---- -
<br />s E
<br />�G[
<br />I is
<br />NINES
<br />1. STABILIZED CONSTRUCTION ENTRANCE SHALL
<br />MEET THE REQUIREMENTS OF WSDOT STANDARD
<br />SPECIFICATION SECTIO N 3.01.3(7).
<br />INSTALL DRIVEb'VAY CULVERT
<br />IF. THERE IS A ROADSIDE DITCH
<br />PRESENT
<br />15
<br />\ 'D \
<br />exl;�Lr.QRO# I)N'rfPIeAL
<br />_........ -------- ------ PERMEAIzCELiALLAST'TYPICALSEE
<br />STANDARD SPECIFICATION
<br />\ SECTl.ON 9.03.9(2)
<br />DEPTH
<br />TfP1CA!
<br />PROVIDE FULL WIDTH OF
<br />INGRESSAGRESS AREA
<br />15` MIN
<br />ISI URIC VIEW
<br />CONSTZUCTION ENTRANCE WSDOT STD PLAN 130 1Q 02 ACCEPTABLE SUBSTITUTE
<br />CITY OF EVERETT
<br />PUPBLIWORKS DEPARTMENT
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<br />DSN. BY:
<br />PROJ. NO. -
<br />20-0817
<br />AKL
<br />-
<br />_
<br />3
<br />DATE:
<br />12/ /20
<br />Know what's below.
<br />SCALE: -
<br />N.T.S.
<br />Cali two business
<br />DRAWMNG NO.
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