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GEOTEXTILE FOR SILT FENCE <br />SEE STANDARD SPECIFICATION <br />SECTION 9-33.2 (1), TABLE 6 — <br />ATTACH IN A MANNER THAT , POST SEE WSDOT STANDARD <br />ASSURES FABRIC IS FIRMLY' SPECIFICATIONS 5-01.3(9)A <br />HELD BY THE BACKUP r <br />SUPPORT IN A WAY THAT ,� F <br />REDUCES THE POTENTIAL <br />FOR FABRIC TEARING <br />a� FASTEN GEOTEXTILE TO <br />':. r / — POST EVERY F" IINO.C. <br />BACKUP SUPPORT 1% d <br />ry <br />COMPACTEL TE <br />D &K SELF -LUCKING TIE-NYLONE <br />COMP� �; �-- <br />NATIVE SOIL GEOTEXTILE 6 6 (MIN GRADE) <br />120# MIN TENSILE STRENGTH, <br />I a UV STABILIZED <br />BURY GEOTEXTILE <br />IN TRENCH <br />l 9 <br />TYPICAL INSTALLATION DETAIL <br />INSTALL BACKUP SUPPORT FOR <br />THE GEOTEXTILE SEE STANDARD <br />SPECIFICATION SECTION 8,01.3(9)A <br />0 <br />.q <br />f�- <br />o /II TYPICAL SILT FENCE <br />WITH BACKUP SUPPORT <br />ISOMETRIC <br />w I {i� --...._.. <br />�o <br />Om A `t / <br />wr <br />LENGTH AS REQUIRED 100' IN <br />MAY BE REDUCED TO 50` MI <br />SITES WITH LESS THAN ONE <br />OF EXPOSED SOIL OR APPRO <br />PLACE CONSTRUCTION GEOI <br />STABILIZATION FROM THE El <br />ROADWAY TO THE CONSTRL <br />OR AS DIRECTED BY THE ENC...._­ <br />z <br />' STEEL PO: <br />(TYPICAL) <br />FABRIC <br />Y / /BOO G OTEXT <br />/f Q <br />I (TYPICAL) <br />ISOMETRIC VIEW <br />CONSTRUCTION ENTRANCE <br />BACKUP SUPPORT <br />(TYPICAL) <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 />PUBLICCITY OF EVERETT <br />WORKS DEPARTMENT <br />r E 1 a cta� +.> 4' e e r cae: <br />RYRN SASS{Ehl HEit s�,4i?Ffl�l PaUI LVIIE?ELr'�1 ESFt 03J17 /2I].7 <br />n1, I <br />�STAM1in�1�6 DRA\1NG No. -_. <br />TEMPORARY SILT FENCE 214 <br />NOTES <br />1. STABILIZED CONSTRUCTION ENTRANCE SHALL <br />MEET THE REQUIREMENTS OF WSDOT STANDARD <br />SPECIFICATION SECTION 3-01.3(). <br />INSTALL DRIVEWAY CULVERT <br />IF THERE IS A ROADSIDE DITCH <br />PRESENT <br />1 <br />DRAINAGE <br />E <br />o BELO' <br />W <br />0 <br />�s a <br />w� <br />n r <br />o� <br />W <br />' d <br />G Q <br />I- b <br />I DEVIL <br />SCALE; NT <br />4 P /A99 A fi AA.v •vA &aa4�Pa <br />NA'IN 85 LB'S <br />SECTION VIEW <br />ISOMETRICVIEW <br />TYP <br />IN <br />1-19�J�I4J 6v ,Jd..'+. '�J 1'A ie Fi41f1�e r-11YI�I�� <br />AROUND ENTIRE FENCE PANEL <br />7W BYPASS <br />NLET GRATE <br />li]liiPYil � rir.� �rrestirr�in <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 CURB INLETS. <br />1 CONCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO <br />CLEARING AND GRADING ACTIVITY, OR UPON <br />PLACEMENT OF A NEW CATCH BASIN. <br />4. SEDIMENTSHALL BE REMOVED FROM THE UNIT <br />WHEN ITB ME NE 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. ISO 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 />i. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF <br />SYSTEM (OVERFLOW BYPASS). <br />8, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF <br />THE BIGD WITHOUT SINGLING THE COLLECTED <br />MATERIAL. <br />9. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />STANDARD SPECIFICATION 801.3(15), <br />WSOOT STD PLAN 1-40.20-00 ACCEPTABLE SUBSTITUTE IF <br />S MAINTENANCE MEETS NOTES 1-5 <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />ern „a s ..._ht lEi ftGRIfF9N �nu�uv_rrarun_� �stt — 12/30/201, <br />zTxy,R2§O LN.+Vi; n'u.i0. <br />STORM DRAIN INLET <br />PROTECTION210 <br />Surface area determined A Min. <br />at top of weir <br />1' Alin. __j_overflow <br />. 4n. <br />a <br />At Flat bottom 1.5' Ntin. <br />Y4" - 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 />Discharge to <br />stabilized <br />conveyance, <br />outlet, or level <br />spreader <br />NOT TO SCALE I <br />k <br />F� <br />VC <br />Uj <br />C <br />I <br />W <br />v <br />Z <br />0 <br />M <br />0 <br />0 <br />11 <br />Z <br />0 <br />S . G� <br />#Asb, f <br />Il <br />" �28527 <br />QNA L <br />10/15/21 <br />Z <br /><L <br />w <br />Project ; 20996 Stare #00852 <br />Designed By. ADW <br />Drown By. ADW <br />r <br />Checked By. CJH <br />Date, 10-15-2021 <br />t„ <br />—_- <br />CD <br />Scale, 1 °e a 20' <br />L i <br />Disk File; 20996-EN.d g r <br />Model- <br />4919 EVERGREEN WAY Q0 <br />EVERETT, WA 9 203 <br />100 <br />No,: - - <br />