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3• -P <br />EXTRUDED CONCRETE CURB <br />�R <br />ASPHALT PAVING AND BASE <br />'MICKENED PAVING AT EDGE <br />SEE CIVIL DRAWINGS <br />Br_�F <br />o <br />IFE <br />PAINTED GRAPHIC <br />SEE SITE PLAN <br />���■ �Uq.7Ai�lq\(NL7iN�7N1B1::� ■ql ���1N1�/► <br />ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD <br />NOTES <br />1. INSTALL THE ENDS OF THE SILT FENCE TO POINT <br />ASSURES FABRIC IS FIRMLY SPECIFICATIONS B-01.3(9)A <br />HELD BY THE BACKUP <br />SUPPORT IN A WAY THAT / / <br />REDUCES THE POTENTIAL / <br />SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM <br />FLOWING AROUND THE ENDS OF THE FENCE. <br />FOR FABRIC TEARING/ <br />—FASTENGEOTEXHLETO <br />POST EVERY 6' IN O.C. <br />BACKUPSUPPORT ." 'I+ /I / <br />•S. I <br />2. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A <br />AND B 01.3(ISI. <br />3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS <br />- t <br />BACKFIILEOR SELF LOCKINGTIE-NYtONE <br />COMPACTED <br />NATIVE SOIL - - I 6/6 (MIN GRADE) <br />GEOTf KTILE-;" ' 1200 MIN TENSILE STRENGTH, <br />OR SUMP LOCATIONS. If SPLICES APE LOCATEOIN <br />LOW OR SUMP AREAS. THE FENCE MAY NEED TO <br />BE REINSTALLED UNLESS OTHERWISE APPROVED. <br />A. INSTALL SILT FENCING PARALLEL TO MAPPED <br />CONTOUR LINES. <br />UV STABILIZED <br />S. DURING EXCAVATION, MINIMIZE DISTURBING <br />THE GROUND AROUND TRENCH AS MUCH AS IS <br />FEASIBLE•ANO SMOOTH SURFACE FOLLOWING <br />END WITH DOME <br />• <br />-_-,{--- _ <br />` BURY <br />GEOTfXHIF <br />� <br />EXCAVATIONTO AVOID CONCENTRATING FLOWS. <br />COMPACTION MUST RE ADEQUATE TO PREVENT <br />POST CAP <br />TRENCH <br />IN TRENCH i I <br />UNDERCUTTING FLOWS. <br />BRACE BAND <br />• I GEOTEXTILE FOR SILT FENCE <br />Y%�'� <br />\� .I: / <br />/ /—BACKUP SUPPORT <br />STEEL POST !' /; (TYPICAL) <br />BRACE RAIL <br />BLACK VINYL <br />SEE STANDARD SPECIFICATION <br />I�I H'I SfR10N 9-33.1 (1), TABLE <br />NN <br />!•._-_'�. <br />6 <br />� '/ i \ <br />/ <br />' ; 11 <br />(TYNCALI <br />t <br />COATED CHAIN <br />LINKS <br />,.�, <br />.. <br />V .- <br />TENSION BAR <br />TYPICAL INSTALLATION DETAIL <br />�E�� <br />FABRIC / <br />TENSION BAND <br />-. <br />�. <br />(GEOTEMILE) <br />(TYPI <br />ICAL <br />Y <br />in <br />TURNBUCKLE <br />—INSTALL <br />BACKUP SUPPORT FOR <br />THE GEOTEXTNLE SEE STANDARDl.-' <br />SPECIFICATION SECTION 801.3(91A <br />✓ I' <br />yy <br />TRUSS ROD <br />@✓' <br />F T� <br />SPIKED <br />/f1 <br />Nt 111{ <br />FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br />EXPANSION JOINT <br />ii <br />- '' <br />I .Q�F b <br />`" <br />TO PREVENT <br />SILT LADEN WATER FROM ESCANW, THROUGH THE <br />FENCE AT THE OVERLAP. <br />RETAINING WALL <br />SPLICE DETAIL <br />•- <br />-T' SEE STRUCTURAL <br />!!- <br />�'- <br />",�.- t <br />IYNUI SILT FENCE <br />WSDOYSTD►TAN 1-30.10-02 ACCEPTABLE SUBSTITUTE <br />EXCEPT STEEL POST REQUIRED <br />i .. • DETAIL, 1/5I,I <br />5 <br />,' <br />.•+ - WITH <br />- x-.. ,. •opE� Y <br />BACKUP SUPPORT <br />._. __- ................ ..... .. <br />E <br />t <br />� <br />ISOMETRIC <br />i( CITY OF EVERETT <br />AroarF PUBLIC WORK! DEPARTMENT <br />4 <br />Ip' <br />TEMPORARY SILT FENCE 214 <br />K FENCE <br />IENFORARY <br />SILT FENCE <br />!RUNE I' . I'-d)I <br />x-hodFiQ <br />RULE. NTD <br />I x- d —tL <br />REOISRRFD <br />�EB�YAQNEDT <br />STAE K RLSFFII, <br />Z a <br />D Z <br />Ow <br />U � <br />2u <br />U <br />�a <br />5 <br />L Q <br />O= <br />OQaw <br />Q <br />aI M <br />ZH o <br />Ed <br />(nLLF�¢m <br />LL U <br />O -j <br />Lu S <br />U[rcn��w <br />2w}41ow <br />ui OUT <br />UwIL , vw <br />NOB NUMBER: 1156 <br />DRAWN: Rol <br />CHECKEM JLM <br />DATE: 02/10/2022 <br />REVISIONS: <br />SHEET TITLE: <br />SITE PLAN <br />DETAILS <br />PERMIT SET <br />SHEET NUMBER: <br />A'1.2 <br />F/ <br />