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ATTACH IN A'MANNER THAT <br />ASSURES FAI URIC IS FIRMLY <br />HELD BYTHI BACKUP <br />SUPPORT IN WAY THAT <br />REDUCES TH POTENTIAL <br />FOR FABRIC" FARING <br />BACKUP SUP $ORT <br />BACKFILLED t i <br />COM PACTEC' <br />NATIVE SOIL —.� G <br />F VV <br />z <br />BURY GEOTf XTILE <br />IN TRENCH <br />POST SEE WSDOT STANDARD <br />SPECIFICATIONS 8-01.3(9)A <br />FASTEN GEOTEXTILE TO <br />POST EVERY 6" IN O.C. <br />1 I 1 Iy ��� � t b <br />(! <br />SELF-LOCKING TIE-NYLONE <br />x r� 6/6 (MIN GRADE) <br />LE � � x- (! 120# MIN TENSILE STRENGTH, <br />x I LTV STABILIZED <br />9 s$`ky <br />GEOTEXTILE FOR SILT FENCE � 'I <br />SEE STANDARD SPECIFICATION <br />SECTION 9-33.2 (1), TABLE 6 <br />t <br />TYPICAL INSTALLATION DETAIL , <br />P / OS <br />3 '}L'r.t! .. <br />INSTALL BACKUP SUPPORT FOR <br />THE GEOTEXTILE SEE STANDARD <br />SPECIFICATION SECTION 8.01.3(9)A <br />o % <br />G <br />a / <br />LITOTES <br />1. INSTALLTHE 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 LIMES. <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 />STEEL PO; <br />(TYPICAL) <br />FABRIC <br />(GEOTEXT <br />(TYPICAL) <br />BACKUP SUPPORT <br />(TYPICAL) <br />SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br />4 O, <br />TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE <br />FENCE AT THE OVERLAP. <br />J <br />SPLICE DETAIL <br />° <br />"II <br />/ <br />( <br />TYPICAL SILT FENCE <br />WSDOT STD PLAN I-30.10-02 ACCEPTABLE SUBSTITUTE <br />WITH BACKUP SUPPORT <br />EXCEPT STEEL POST REQUIRED <br />ISOMETRIC <br />CITY OF EVERETT <br />4EUT <br />vi <br />PUBLIC DEPARTMENT <br />�u,1 - : Dravin+3Y tR P <br />1J-. <br />R`r.�Xl SASS t{E.ITHER G`itFFF:Pi Pi1ULV/ILNELM ESH <br />H4R_'' LW <br />R <br />03/1I/2017 <br />W <br />y <br />'Y <br />STAk.9A COTAW NG Ns. <br />LENGTI; AS REQUIRED 100a l\ <br />MAY BE REDUCED TO 50' MIs; <br />SITES VtITH LESS THAN ONE, <br />OF EXP )SED SOIL OR APPRO <br />PLACE CONSTRUCTION GE01 <br />STABILI ATION FROM THE EI <br />ROADWAY TO THE CONSTRI <br />OR AS I d ECTED BY THE ENGi, ��tb <br />TEMPORARY ILT FENCE 214 <br />MOTES <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 />PROVIDE FULL WIDTH OF <br />INGRESS/EGRESS AREA <br />15' MIN <br />WSDOT STD PLAN 1-80.10-02 ACCEPTABLE SUBSTITUTE <br />t,a <br />DRAINAGE <br />2. <br />ti <br />I� 3 <br />—I 1I— <br />I t> � •;r �r � � -1 <br />9 r- In" fi Ei f Al ra �. ei9Pfi <br />ITN 80 LBS <br />SECTION VIEW <br />ISOMETRIC VIEW <br />N <br />rmuvlut r tJra �l If�6 i1fliih_I1I <br />AROUND ENTIRE FENCE PANEL <br />= Ill <br />t ejr, TURN` <br />SCALE: NTS <br />)W BYPASS <br />NLET GRATE <br />NOTES <br />1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE <br />END OF THE PROTECT. <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 CURB 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 BASIL, DO NOT <br />WASH SEDIMENT INTO STORMDRAINS 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 SPILLINGTHE COLLECTED <br />MATERIAL. <br />9. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />STANDARD SPECIFICATION 8-OL3(1 ). <br />STORM DRAIN INLET <br />PROTECTION 220 <br />Surface area determined I 4' Min, <br />at top of weir ---._- <br />1' Min. Overflow <br />1 Min <br />Min. <br />Flat Bottom 1.5' MEn, <br />1 1.5" <br />Washed gravel <br />Note: Trap may be formed by berm or by Geotextile <br />partial or complete excavation, 2 - 4" Rock <br />Rip Rap <br />. ........... <br />Discharge to <br />stabilized <br />conveyance, <br />outlet, or level <br />spreader <br />NOT TO SCALE <br />05/02/22 <br />0 <br />p0 <br />0 <br />0 <br />1 <br />(14 <br />I <br />1 <br />I t <br />4 <br />0 <br />0 <br />3 <br />a <br />—§ <br />uj <br />04 <br />� <br />l <br />0 <br />l <br />co <br />0 <br />LAJ <br />UJI <br />+tom <br />Z <br />0 <br />0 <br />0 <br />0 <br />t <br />0_ <br />_ <br /><% <br />L <br />0 V) <br />a. l <br />L'i W <br />LU U§ <br />Q <br />� <br />t) <br />V) <br />W <br />6 <br />Z <br />Sd r) <br />Li <br />Project : 20996 <br />Store <br />#00852 <br />Designed By. <br />ADW <br />Drawn By. <br />AD <br />Checked By. <br />CJR <br />cv <br />ry <br />Dotty. 12- 7-202J <br />N <br />Scale: <br />J " <br />e 20' <br />� <br />Disk File: <br />20gg6-EN.dwg <br />Model: <br />en <br />1 <br />Address: <br />Li <br />4919 EVERGREEN <br />WAY <br />� <br />EVERETT, WA 98203 <br />C, <br />Q <br />C'J <br />TESL DETAILS <br />OFC <br />FUELM FACLITY <br />£9 <br />Drawing No,: <br />C2 <br />of <br />16 <br />C{ <br />- <br />l <br />