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m <br />Z <br />s <br />m <br />SEE CIVIL DRAWINGS <br />1' . 1i_0u <br />I�IIIIIIIIIIII <br />III —III <br />111 1'—W' <br />CONCRETE CURB <br />WING AND BASE <br />PAVING AT EDGE <br />END KITH DOME <br />POST CAP <br />BRACE BAND <br />BRACE RAIL <br />BLACK VINYL <br />COATED CHAIN <br />LINK <br />BAR <br />BAND <br />2 <br />F <br />Fm <br />PAINTED GRAPNIC <br />SEE SITE PLAN <br />�JC TURNBUCKLE <br />TRU55 ROD s <br />EXPANSION JOINT <br />RETAINING WALL, <br />° SEE STRUCTURAL s` <br />DETAIL, 1/51.1 @ <br />8 <br />ll <br />1'-0° <br />ATTACH IN A MANNER THAT <br />ASSURES FABRIC IS FIRMLY <br />HELD BY THE BACKUP <br />SUPPORT IN A WAY THAT <br />REDUCES THE POTENTIAL <br />FOR FABRIC TEARING <br />BACKUP SUPPORT) <br />BACKFILLED & <br />COMPACTED _ <br />NATIVE SOILS GFn FXTIIF <br />BURY GEOTEXTILE <br />IN TRENCH <br />POST SEE WSDOT STANDARD <br />SPECIFICATIONS 8-01.3(9)A <br />FASTEN GEOTEXTILE TO <br />POST EVERY 6" IN O.C. <br />_Z <br />SELF-LOCKING TIE-NYLONE <br />(MIN GRADE) <br />120MIN TENSILE STRENGTH, <br />UV S <br />UV STABILIZED <br />Z GEOTEXTILE FOR SILT FENCE <br />SEE STANDARD SPECIFICATION <br />SECTION 9-33.2 (1), TABLE 6 — <br />TYPICAL INSTALLATION DETAIL <br />INSTALL BACKUP SUPPORT FOR <br />THE GEOTEXTILE SEE STANDARD <br />SPECIFICATION SECTION 8.01.3(9)A <br />o <br />E <br />�'F' otE�` <br />.syF� <br />11111111100,1111SOF. <br />jIj1PlIIlII <br />1'I <br />EF <br />10 <br />�A <br />` <br />11 <br />TYPICAL SILT FENCE <br />WITH BACKUP SUPPORT <br />Welmmlal <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 ACCORDANCE WITH <br />WSDOT STANDARD SPECIFICATIONS 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 />S. 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 ADEQUATETO PREVENT <br />UNDERCUTTING FLOWS. <br />BACKUP SUPPORT <br />STEEL POSTIrmez <br />(TYPICAL) <br />(TYPICAL) <br />FABRIC <br />(GEOTEXTILE) / <br />(TYPICAL).. <br />SPUCED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br />TO PREVENT SILT 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 />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />TEMPORARY SILT FENCE I 214 <br />SEAL: <br />9] <br />REGISTERED <br />ARCHITECT <br />� YoNw <br />STATE OFwET ♦yASHINGTON <br />L>111 <br />r J <br />Z a <br />Dz <br />Ow <br />U � <br />U <br />Ca <br />5� C <br />G <br />Oa <br />Oaa <br />< M <br />Lu <br />L L) 0 _ Q <br />Ot—Q QW <br />WUEL� <br />U(zcn tw <br />w�a;�fy <br />'-0> <br />UwC. 4CTL <br />JOB NUMBER: 2156 <br />DRAWN: R01 <br />SHEET TITLE: <br />SITE PLAN <br />DETAILS <br />PERMIT SET <br />SHEET NUMBER: <br />A102 <br />