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10'-0" 0 30'ANGLE EACH <br /> NOTES END TO PREVENT FLOW <br /> ATTACH INAMANNERTHAT POST SEE WSDOT STANDARD 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT AROUND (TYP) <br /> ASSURES FABRIC IS FIRMLY SPECIFICATIONS 8-01.3(9)A SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM <br /> HELDBI'THE BACKUP SUPPORT IN FLOWING AROUND THE ENDS OF THE FENCE. <br /> E WAY <br /> REDUCES THET POTENTIALZ 2. PERFORM MAINTENANCE IN ACCORDANCE WITH A <br /> A <br /> FOR FABRIC FARING FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A <br /> POST EVERY 6'IN O.C. ANDB-01.3(15). X <br /> BACKUP SUPPORT 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS <br /> 5 J OR SUMP LOCATIONS.If SPLICES ARE LOCATED IN T <br /> LOW OR SUMP AREAS,THE FENCE MAY NEED TO <br /> BACKFILLEDB o� SELF-LOCKING TIE-NYLONE BE REINSTALLED UNLESS OTHERWISE APPROVED, lO� <br /> _ <br /> COMPARED 616(MIN GRADE) <br /> NATIVE 501E GEOTEXTILE IS"1�� 4. INSTALL SILT FENCING PARALLEL TO MAPPED <br /> 120NMIN TENSILE STRENGTH, CONTOUR LINES. CONTOUR LINE(TYP) <br /> ` <br /> F1 / UV STABILIZED <br /> er ° S. DURING EXCAVATION,MINIMIZE DISTURBING <br /> THE GROUND AROUND TRENCH AS MUCH AS IS <br /> FEASIBLE,AND SMOOTH SURFACE FOLLOWING 2"X2"WOODEN STAKE <br /> EXCAVATION TO AVOID CONCENTRATING FLOWS. <br /> +\ COMPACTION MUST BE ADEQUATE TO PREVENT SPACED EVERY 5'-0" <br /> BURYGEOTEXNLE r' UNDERCUTTING FLOWS. <br /> IN TRENCH <br /> s� / ��NG�NPR�SI <br /> .0 2 GEOTEXN BACKUP SUPPOI I O.C. (TYP) Q <br /> LE FOR SILT FENCE /:!; //� f2 / (TYPICAL) <br /> of SEE STANDARD SPECIFICATION �, " \\-O� STEEL POST (!! <br /> SECTION 9-33.2(1).TABLE '-�! \ t (TYPICAL) PLAN VIEW <br /> 3"MIN <br /> I i <br /> vole i 2"x2" WOODEN STAKE 4°MAX <br /> TYPICAL INSTALLATION DETAIL \ <br /> � FABRIC <br /> QR.� (GEOTEXTILE) <br /> INSTALL E (TYPICAL) EXCESS WRAP MATERIAL, (SIZE: 8"OR 12") <br /> DRA IN AND THE GEOTXXTIL ACKU SUPPORT <br /> SEE STANDARD FIBER ROLL/STRAW <br /> SPECIFICATION SECTION 8.01.3(9)A1' AT STAKE(TYP)TIED OFF WATTLE <br /> WORK AREA AREA TO BE <br /> SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER ••' •y PROTECTED <br /> TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE 4v ••4' ' <br /> GQ Off' FENCE AT THE OVERLAP, NOTES. FLOW _ <br /> SPLICE DETAIL 1. ALWAYS INSTALL FIBER ROLL/STRAW WATTLE <br /> I WSDOTSTDPIANI-30.10-02ACCEPTABLESUBSTRUTE <br /> WITH BACKUP SUPPORT PERPENDICULAR TO SLOPE AND ALONG CONTOUR LINES. <br /> ¢ TYPICAL SILT FENCE EXCEP T STEEL POST REQUIRED 2. REMOVE SEDIMENT FROM THE UP SLOPE SIDE OF THE <br /> FIBER ROLL/STRAW WATTLE/COMPOST SOCK WHEN <br /> CITY OF EVERETT <br /> ISOMETRIC <br /> �� and ACCUMULATION HAS REACHED 1/2 OF THE EFFECTIVE 12 MIN <br /> PUBLIC WORKS DEPARTMENT HEIGHT OF THE SOCK. <br /> R '�, ��� tR INSTALL FILTER BAG <br /> Z° i2017 IN A CONTINUOUS <br /> 4" DEEP TRENCH <br /> m TEMPORARY SILT FENCE 214 <br /> SECTION A <br /> TEMPORARY SILT FENCE 5 FIBER ROLL STRAW WATTLE COMPOST SILT SOCK DETAIL s <br /> NTS C1.00 NTS C1.00 <br /> S <br /> g <br /> s <br /> 8 <br /> i <br /> 1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br /> AST/KWP TJP apN EBEh LMJ HYUNDAI SHEET <br /> 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 • Call 811 o��4a `�d".P�oq� 7800 EVERGREEN WAY, EVERETT <br /> CHECKED BY APPROVED BY • two business days 1601511 Avenue,Suite 1600 ' o <br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE before you dig wattle,WA 98101 <br /> DATE 2DW.W22.5822 <br /> 11/23 2022 kptf.com �7KS Q TESC DETAILS C • <br /> S C A L E: 9ope PeCrsTCBY°`�4 <br /> SsrONAL <br /> N0. DATE BY CHD. APPR. REVISION J 0 8 No. : 2100507 AS SHOWN )23/2022 <br />