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ATTACH |NAMANNER THAT <br />ASSURES FABRIC |SFIRMLY <br />HELD OYTHE8ACKUP <br />SUPPORT |NAWAY THAT <br />REDUCES THE POTENTIAL <br />FORFABRICTEAR|NG <br />---- <br />POST SEE VVSDOTSTANDARD <br />SPECIFICATIONS 8-0l.3(9)A <br />FASTEN GE0TEXTLETO <br />POST EVERY §"|NOI. <br />� <br />� <br />~`-'`''^^^-~ 3ED-L0CKiNGTlE-NYLONE <br />~~'~''~'^~A{/6(K4|NGRADE) <br />-A I - --- /' l2O#K0|NTEN�UESTRENGTH, <br />UV STABILIZED <br />BURY6EOTEXTILE <br />IN TRENCH <br />= <br />GEOTEXTILE FOR SILT FENCE <br />SEE STANDARD SPECIFICATION <br />-- <br />TYPICAL INSTALLATION FlET8|| <br />INSTALL BACKUP SUPPORT FOR <br />THE GEOTEXT|LESEE STANDARD <br />SPECIFICATION SECTION 8.Ol.3(9)A ' <br />CR <br />NOTES, <br />I. |N3TALLTHEENDS OFTHE SILT FENCE TOPOINT <br />SLIGHTLY UP5U]PETOPREVENT SEDIMENT FROM <br />FLOWING AROUND THE ENDS 0FTHE FENCE. <br />2. PERFORM MAINTENANCE |NACCORDANCE WITH <br />WSDDTSTANDARD SPECIFICATIONS &O13(9)A <br />ANDD-01.3(1S). <br />3. SPLICES SHALL NEVER 8EPLACED |NLOW SPOTS <br />ORSUMP LOCATIONS. |FSPLICES ARE LOCATED |N <br />LOW ORSUMP AREAS, THE FENCE MAY NEED TO <br />BEREINSTALLED UNLESS OTHERWISE APPROVED. <br />4. INSTALL SILT FENCING PARALLEL TDMAPPED <br />CONTOUR LINES. <br />5 DWR|0GEX[AVAT|QN, MINIMIZE DISTURBING <br />THE GROUND AROUND TRENCH A3MUCH AS|S <br />FEASIBLE, AND SK40OTHSURFACE FOLLOWING <br />EXCAVATION TDAVOID CONCENTRATING FLOWS, <br />COMPACTION MUST BEADEQUATE TOPREVENT <br />UNDERCUTTING FLOWS. <br />STEEL PO! <br />FABRIC <br />(GE08XT <br />BACKUPSUPPORT <br />SPLICED FENCE SECTIONS SHALL BECLOSE ENOUGH TOGETHER <br />/ <br />TOPREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE <br />` <br />FENCE ATTHE OVERLAP. <br />SPLICE DETAIL <br />TYPICAL S|LTFENCE <br />VV5D0TSTIDPLAN (-30.10f02ACCEPTA8LESUBSTITUTE <br />� <br />V <br />WITH BACKUP SUPPORT <br />EXCEPT STEEL POST REQUIRED <br />� <br />N <br />ISOMETRIC <br />CITY OF EVERETT <br />m�kPw <br />/ "�`° <br />Y'- <br />LENGTH /0REQUIRED 100'& <br />MAY BEREDUCED TO5O'K4U <br />SITES WITH LESS THAN ONE, <br />OFEXPOSED SOIL ORAPPRO <br />PLACE CONSTRUCTION GEOl <br />STABILIZATION FROM THE B <br />ROADWAY TOTHE CON6TRU <br />nnaqn/orrrPnnvrurruC <br />ISOMETRIC VIEW CONSTRUCTION ENTRANCE <br />CONTRUCT10N ACCESS <br />SCALE: NTS <br />TEMPORARY SILTFENCE�y1, � <br />^-�_r <br />NOTES 1 STABILIZED CONSTRUCTION ENTRANCE SHALL <br />MEET THE REQUIREMENTS DFVVSOOTSTANDARD <br />SPECIFICATION SECTION 8'01.3(7). <br />INSTALL DRIVEWAY CULVERT <br />|FTHERE |SAROADSIDE DITCH <br />PRESENT <br />'30'MIN TYPICAL <br />PERMEABLE BALLAST TYPICAL SEE <br />STANDARD SPECIFICATION <br />SECTION 9-03,9(2) <br />PROVIDE FULL WIDTH DF <br />INGRESS/EGRESS AREA <br />15' K8|N <br />WSDOT STD PLAN ��10-02ACCEPTABLE SUBSTITUTE <br />CITY���"��W� N���� ������ <br />m v���� �=mr��RET T <br />PUBLIC WORKS DEPARTMENT <br />RVAN SASS LjjLA�FHERCRIF 'I <br />CONSTRUCTION ACCESS | ��� <br />����� <br />� <br />L� <br />�| <br />v�. <br />SCALE. NTS <br />,,^=°===~^�= <br />GRATEFR/ <br />SEDIMENT <br />AND DEBE <br />DRAI| <br />SECTION VIEW <br />ISOMETRIC VIE <br />W <br />IN <br />rnvnuc Z�c�,unc m/m�nmUm/, <br />AROUND ENTIRE FENCE PANEL <br />}WBYPASS <br />NLET GRATE <br />NOTES ---- <br />1. CATCH BASIN INSERTS SHALL BEREMOVED ATTHG <br />END OFTHE PROJECT. <br />I. CATCH BASIN INSERTS ARE ONLY TO0EINSTALLED (N <br />DRAINAGE DEVICES PER THE K0ANUFACTURE5'5 <br />RECOMMENDATIONS, CATCH BASIN INLET INSERTS <br />SHALL BE, INSTALLED |0CURB INLETS. <br />3. CATCH BASIN INSERTS SHALL 8EINSTALLED PRIOR TD <br />CLEARING AND GRADING ACTIVITY, 0RUPON <br />PLACEMENT OFANEW CATCH BASIN. <br />4. SEDIMENT SHALL 8EREMOVED FROM THE UNIT <br />WHEN |TBECOMES ONE THIRD FULL OR|N <br />ACCORDANCE WITH THE MANUFACTURES' <br />INSTRUCTIONS. <br />5. SEDIMENT REMOVAL SHALL 8EACCOMPLISHED @Y <br />REMOVING THE INLET INSERTS, EMPTYING, AND <br />RE'|NSTALL|NG|TINTO THE CATCH BASIN, DONOT <br />WASH SEDIMENT INTO STORM DRAINS WHILE <br />CLEANING. <br />6. SIZE THE BELOW INLET GRATE DEVICE (B|GD)FOR THE <br />STORM WATER STRUCTURE |TWILL SERVICE. <br />7. THE NGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF <br />SYSTEM (OVERFLOW 8YPAS5). <br />ATHE RETRIEVAL SYSTEM MUST ALLOW REMOVAL. OP <br />THE B|6DWITHOUT SPILLING THE COLLECTED <br />K0ATER|AL. <br />9. PERFORM MAINTENANCE |NACCORDANCE WITH <br />STANDARD SPECIFICATION 8'U1.3(15). <br />VVSDOTSTD PLAN |-4Q.2O{)OACCEPTABLE SUBSTITUTE |F <br />MAINTENANCE MEETS NOTES 1-S <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />STORM DRAIN INLET <br />PROTECTION <br />Surface area deterrnmed <br />'I'Min — L Overflow <br />Flat Bottom 1.5, Min, <br />X" - 1.5" J <br />Washed gravel Discharge to <br />Note: Trap may be formed by berrn or by Geotextile stabilized <br />partial or complete excavation. J conveyance, <br />Rip Rap J <br />NOT TO SCALE <br />Figure 11-4.2.16 <br />Cross Section of Sediment Trap <br />DEPARTMENT OF Revised November 2015 <br />State of Washingtonl limitation of liability, and disclaimer. <br />DIMENT TRAP <br />Know whans below.. 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