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0 <br />0 <br />0 <br />V <br />c <br />0 <br />c <br />o, <br />0 <br />0 <br />0 <br />Q <br />U <br />O <br />T <br />J <br />CD <br />O <br />O <br />O <br />N <br />0] <br />O <br />N <br />O <br />O <br />O <br />N <br />U <br />E <br />O <br />U <br />ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD <br />ASSURES FABRIC 15 FIRMLY SPECIFICATIONS 8-01.3(9)A <br />HELD BY THE BACKUP <br />SUPPORT IN A WAY THAT <br />REDUCES THE POTENTIAL <br />FOR FABRIC TEARING <br />FASTEN GEOTEXTILE TO <br />__iZ POST EVERY 6" IN O.C. <br />BACKUPSUPPORT--\ flll llJV .&W W - <br />i c? <br />BACKFILLED & `y SELF-LOCKING TIE-NYLONE <br />COMPACTED 4d <br />�� fi,'fi (MIN GRADE) <br />NATIVE SOIL �EOTEXTILE 120# MIN TENSILE STRENGTH, <br />UY STABILIZED <br />FLp� <br />BURY GEOTEXTILE <br />IN TRENCH <br />v <br />N <br />TYPICAL INSTALLATION DETAIL <br />INSTALL BACKUP SUPPORT FOR <br />TH E G EOTEXTI LE SE E STAN DAR❑ <br />SPECIFICATION SECT104 8.01.3(9)A <br />GEOTEXTILE FOR SILT FENCE <br />SEE STANDARD SPECIFICATION <br />SECTION 9-33.2 (1), TABLE 6 — <br />sy <br />F.r3, <br />d iii IA <br />Iri0i <br />loop I <br />Iliil�[i��ll��fl��[I��Ip•- I <br />#1#Illtllrlll II1�iif�Iil�iiilliii •� <br />rlr##11 #r#1## #Irlrl IIl�tiiiiiil • <br />rrrrrl r iirrrrr#11 I it <br />1#rrlrlr rrlr #r##r ##N. d ii <br />=1rIN11rlrl�llllllrjl I rlrrNllj��rl� <br />iii1�111111111ii����i!�� I; <br />111r11r##1### # �_--NirM�'•� <br />tipWITH BACKUP SUPPOFT <br />TYPICAL SILT FENCE— <br />•u <br />TEMPORARY SILT FENCE <br />NTS <br />NOTES <br />1. INSTALL THE ENDS OF THE SILT FENCE TO POINT <br />SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM <br />FLOWING AROUND THE ENDS OF THE FENCE. <br />2. PERFORM MAINTENANCE IN ACCOFDANCE WITH <br />WSDOT STANDARD SPECIFICATION5 8-01.3(9)A <br />AND 8-01,3(15). <br />3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS <br />OR SUMP LOCATIONS. IF SPLICES ARE LOCATED IN <br />LOW OR SUMP AREAS, THE FENCE MAY NEED TO <br />BE REINSTALLED UNLESS OTHERWISE APPROVED. <br />4. INSTALL SILT FENCING 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 />STEEL POS <br />(TYPICAL) <br />FABRIC <br />{GEOTEXTI <br />(TYPICAL) <br />BACKUP SUPPORT <br />(TYPICAL) <br />SPLICED FEN CESECTIONS SHALL BE CLOSE ENOUGHTOG ETHER <br />TO PREVENT SILr LADEN WATER FROM ESCAPING THROUGH THE <br />FENCE AT THE OVERLAP. <br />SPLICE DETAIL <br />WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE <br />EXCEPT STEEL POST REQUIRED <br />�wCITY OF EVERETT <br />= PUBLIC WORKS DEPARTMENT <br />R AH SASS 11LAli1E�R &RIFFI PAl1L WIL ELM <br />TEMPORARY SILT FENCE 214 <br />2"x2" WOODEN STAKE <br />SPACED EVERY 5-0" <br />O.C. (TYP) <br />EXCESS WRAP MATERIAL, <br />DRAWN IN AND TIED OFF <br />AT STAKE (TYP) <br />►Ir%Tr(%. <br />1. ALWAYS INSTALL FIBER ROLL/ STRAW WATTLE <br />PERPENDICULAR TO SLOPE AND ALONG CONTOUR LINES. <br />2. REMOVE SEDIMENT FROM THE UP SLUPE SIDE OF THE <br />FIBER ROLL/ STRAW WATTLE/ COMPOST SOCK WHEN <br />ACCUMULATION HAS REACHED 1 /2 OF THE EFFECTIVE <br />HEIGHT OF THE SOCK. <br />10'-0" @ 30' ANGLE EACH <br />END TO PREVENT FLOW <br />AROUND (TYP) <br />A -v <br />x <br />o� <br />CONTOUR LINE (TYP) <br />G-��1 NSA <br />�S PLAN VIEW <br />2"x2" WOODEN STAKE <br />(SIZE: 8" OR 12") <br />FIBER ROLL/STRAW <br />WATTLE <br />WORK AREA ' <br />FLOW <br />INSTALL FILTER BAG <br />IN A CONTINUOUS <br />4" DEEP TRENCH <br />3" MIN <br />4" MAX <br />12'ININ <br />SECTION A <br />FIBER ROLL/ STRAW WATTLE/ COMPOST SILT SOCK DE -AIL <br />NTS <br />AREA TO BE <br />PROTECTED <br />6 <br />C1.00 <br />1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br />SHEET <br />AST/KWP TIP F8two <br />���o AspqCHECKED BY APPROVED BYal1811 7800 EVERGREEN WAY, EVERETT <br />businessdays 1601 5th Avenue, Suite 1600KEC JDEfore you dig Seattle, WA 98101 <br />DATE 206.622.5822 <br />03/30/2022 www.kpff.com 31745 TESC DETAILS <br />5 C A L E: lcpff�°�s�o� ���w� <br />N0. DATE BY CHD. APPR. REVISION c 1 0 11 <br />J 0 B No.: 2100507 AS SHOWN 03/31/2022 <br />