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ATTACH IN A MANNER THAT <br />ASSURES FABRIC IS FIRMLY <br />POST SEE WSDOT STANDARD <br />SPECIFICATIONS 8-01.3(9)A <br />HELD BY THE BACKUP <br />i <br />SUPPORT IN A WAY THAT <br />i <br />REDUCES THE POTENTIAL <br />i <br />FOR FABRIC TEARING <br />FASTEN GEOTEXTILE TO <br />POST EVERY 6" IN 0 C. <br />BACKUP SUPPORT <br />I <br />BACKFILLED & <br />c= <br />^' <br />SELF-LOCKING TIE-NYLONE <br />COMPACTNATIVE <br />�— <br />6/6 (MIN GRADE) <br />COED—., GEO XTILE <br />i� <br />1200 MIN TENSILE STRENGTH, <br />UV STABILIZED <br />BURY GEOTEXTILE <br />IN TRENCH — <br />o Z <br />FOR SIFT FENCE <br />M1 � <br />SEOSEANDARD SPECIFICATION <br />EF STAND <br />p <br />I <br />SECTION 9-33.2 (1), TABLE 6 —� <br />TYPICAL INSTALLATION DETAIL <br />'_­11 <br />BACKUP SUPPORT FOR <br />THE GEOTEXTILE SEE STANDARD <br />SPECIFICATION SECTION 8.01.3(9)A <br />c <br />i <br />CtEO P <br />rH� <br />9110 <br />a)TEMPORARY SILT FENCE <br />C2.2 SCALE: NTS <br />FII'II''It''II'I <br />1111L11 <br />FII <br />TYPICAL SILT FENCE <br />WITH BACKUP SUPPORT <br />25 <br />� <br />\ <br />ROAD <br />� EY)5T)NG <br />/ <br />1' MIN <br />LENGTH AS REQUIRED MIN,DEFT <br />DEPTH <br />MAY BE REDUCED TO 50 MIN FOR <br />SITES WITH LESS THAN ONE ACRE <br />\ <br />TYPICAL <br />OF EXPOSED SOIL OR APPROVED BY INSPECTOR <br />\ <br />PLACE CONSTRUCTION GEOTEXTILE FOR SOIL <br />STABILIZATION FROM THE EDGE OF THE EXISTING <br />ROADWAY TO THE CONSTRUCTION ENTRANCE, <br />OR AS DIRECTED BY THE ENGINEER <br />ISOMETRIC VIEW <br />CONSTRUCTION ENTRANCE <br />3 CONTRUCTION ACCESS <br />C2.2 SCALE: NTS <br />Sec. 31, Twp. 29N, Rge. 5E, W.M. <br />TESC DETAILS <br />NOTES <br />1 INSTALL THE ENDS OF THE SkT 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 SMALL 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 />BACKUP SUPPORT <br />S-EEL POST (TYPICAL) <br />(TYPICAL) <br />/ I <br />FABRIC <br />i dP0 <br />(GEOTEXTILE) <br />(TYPICAL) <br />i <br />IIt <br />SPLICED 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 1 214 <br />NOTES <br />1. STABILIZED CONSTRUCTION ENTRANCE SHALL <br />MEET THE REQUIREMENTS OF WSDOT STANDARD <br />SPECIFICATION SECTION 8-01.3(7). <br />INSTALL DRIVEWAY CULVERT <br />IF THERE IS A ROADSIDE DITCH <br />PRESENT <br />30' MIN TYPICAL <br />PERMEABLE BALLAST TYPICAL SEE <br />STANDARD SPECIFICATION <br />SECTION 9-039(2) <br />PROVIDE FULL WIDTH OF <br />INGRESS/EGRESS AREA <br />15' MIN <br />WSDOT STD PLAN 1-80.10-02 ACCEPTABLE SUBSTITUTE <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />04/03/201 <br />CONSTRUCTION ACCESS 201 <br />DRAINAGE <br />GRATE FR/ <br />SEDIMENT <br />AND DEER <br />f DRAINAGE GRATE <br />E <br />f <br />s / <br />x BELOW INtEi GRATE <br />DEVICE <br />i <br />i- R <br />�c <br />3= <br />i1 STORM DRAIN INLET PROTECTION <br />C2.2 / SCALE: HITS <br />TEMPORARY 'V' DITCH <br />C2.2 SCALE NTS <br />SECTION VIEW <br />)W BYPASS <br />NLET GRATE <br />I WATER <br />RETRIEVAL SYSTEM <br />TYPICAL <br />NOTES <br />1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE <br />END OF THE PROJECT. <br />2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN <br />DRAINAGE DEVICES PER THE MANUFACTURES'S <br />RECOMMENDATIONS. CATCH BASIN INLET INSERTS <br />SHALL BE INSTALLED IN CUR3 INLETS. <br />3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO <br />CLEARING AND GRADING ACTIVITY, OR UPON <br />PLACEMENT OF A NEW CATCH BASIN. <br />4. SEDIMENT SHALL BE REMOVED FROM THE UNIT <br />WHEN IT BECOMES ONE THIRD FULL OR IN <br />ACCORDANCE WITH THE MANUFACTURES' <br />INSTRUCTIONS. <br />5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY <br />REMOVING THE INLET INSERTS. EMPTYING, AND <br />RE -INSTALLING IT INTO THE CATCH BASIN. DO NOT <br />WASH SEDIMENT INTO STORM DRAINS WHILE <br />CLEANING. <br />6. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE <br />STORM WATER STRUCTURE IT WILL SERVICE. <br />7. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF <br />SYSTEM (OVERFLOW BYPASS). <br />B. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF <br />THE BIGD WITHOUT SPILLING THE COLLECTED <br />MATERIAL. <br />9. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />STANDARD SPECIFICATION 8-01.3(15). <br />WSDOT STD PLAN 1-40.20-00 ACCEPTABLE SUBSTITUTE IF <br />`— OVERFLOW BYPASS MAINTENANCE MEETS NOTES 1-5 <br />/ TYPICAL <br />j CITY OF EVERETT <br />V�* PUBLIC WORKS DEPARTMENT <br />ISOMETRIC VIEW 12/30/2016 <br />STORM DRAIN INLET <br />PROTECTION 210 <br />1-5/8" O.D. 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