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1 1 <br /> NOTES <br /> ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD <br /> ASSURES FABRIC IS FIRMLY SPECIFICATIONS 8-01.3(9)A 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT <br /> HELD BY THE BACKUP SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM <br /> SUPPORT IN A WAY THAT FLOWING AROUND THE ENDS OF THE FENCE. <br /> REDUCES THE POTENTIAL <br /> FOR FABRIC TEARING 2. PERFORM MAINTENANCE IN ACCORDANCE WITH <br /> FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A <br /> POST EVERY 6"IN O.C. AND 8-01.3(15). <br /> BACKUP SUPPORT IIIIII'11/r•,•,<''•,• <br /> 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS <br /> •IIIIII OR SUMP LOCATIONS.IF SPLICES ARE LOCATED IN <br /> IIIIIIIIIjI 4 <br /> Z LOW OR SUMP AREAS,THE FENCE MAY NEED TO <br /> & SELF-LOCKING TIE-NYLONE BE REINSTALLED UNLESS OTHERWISE APPROVED. <br /> COMPACTED II1III1IIIII'' ter't 7 <br /> 6/6(MIN GRADE) <br /> NATIVE SOIL GEOTEXTILE .c:•'.` l` �i 4. INSTALL SILT FENCING PARALLEL TO MAPPED <br /> ..'.. ;;A 120#MIN TENSILE STRENGTH, <br /> ?'i••. ; UV STABILIZED CONTOUR LINES. <br /> FLO14/ — " :idi <br /> \;'••••••;h:'• 5. DURING EXCAVATION,MINIMIZE DISTURBING <br /> ��0��\';4\ •;,�SSti��•• THE GROUND AROUND TRENCH AS MUCH AS IS <br /> r�i ,, ,, <br /> $q�� ,�• \� FEASIBLE,AND SMOOTH SURFACE FOLLOWING <br /> %,f. 1 EXCAVATION TO AVOID CONCENTRATING FLOWS. <br /> .%. COMPACTION MUST BE ADEQUATE TO PREVENT <br /> BURY GEOTEXTILE �••r�' UNDERCUTTING FLOWS. <br /> 111 <br /> o Z GEOTEXTILE FOR SILT FENCE I sFF BACKUP SUPPORT <br /> N g SEE STANDARD SPECIFICATION +O STEEL POST ' �� (TYPICAL) <br /> LI SECTION 9-33.2(1),TABLE 6 I �T (TYPICAL) �060 <br /> aifl 1/l. <br /> ti frTYPICAL INSTALLATION DETAIL = ; am/� ���c P�P FABRIC <br /> \, �o 111 ' / <br /> e;tell/ j pQ0 (GEOTEXTILE) //ll//l/,''I <br /> II, I (TYPICAL) /l0444l''l <br /> INSTALL BACKUP SUPPORT FOR 0#080410...t,l 1i I �. :,i i IU.Yyi ITHE GEOTEXTILE SEE STANDARD OP /i1/SPECIFICATION SECTION 8.01.3(9)A L l/l/ll�lll'• 111'~ 11111 ' I} <br /> 3 t Ix <br /> 11 -�QP SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br /> I 6 0�p�SFG� TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE <br /> i '6'9 FENCE AT THE OVERLAP. <br /> oioiolli".............°:°°::,____ ----- . <br /> SPLICE DETAIL <br /> I". _ II II <br /> i'/1i TYPICAL SILT FENCE WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE <br /> WITH BACKUP SUPPORT EXCEPT STEEL POST REQUIRED <br /> 10 <br /> (I Pi /// ' C�``oP��P ISOMETRIC CITY OF EVERETT <br /> am II ' o�� <br /> is R2 W � R$ PUBLIC WORKS DEPARTMENT <br /> 4N OAS - '[RTµSASS 'HEATHEN GRIFFIN' PAULWILHELM Iw 03 <br /> ''ESH /17/2017 <br /> srwwwoxAmiw� <br /> €s TEMPORARY SILT FENCE 214 <br /> 1.a.' <br /> I <br /> UM IN — M — 11111 — — NM 8111 N 11111 ON NM ON r — an INN <br />