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I 1 <br /> NOTES <br /> 24 1. BOLT-DOWN CAPABILITY IS REQUIRED ON ALL <br /> FRAMES,GRATES AND COVERS.PROVIDE TWO <br /> HOLES IN THE FRAME THAT ARE VERTICALLY <br /> ALIGNED WITH THE GRATE OR COVER SLOTS. <br /> O cf <br /> THE FRAME SHALL ACCEPT THE 5/8"-11 NC X 2" <br /> STAINLESS STEEL RECESSED ALLEN HEAD CAP <br /> SCREW BEING TAPPED,OR OTHER APPROVED <br /> m MECHANISM.D IlkVARIES BY MANOU ACTUCATIORER OF BOLT DOWN HOLES <br /> DETAIL A 2. REFER TO WSDOT STANDARD SPECIFICATION <br /> El 0 9-05.15(2)AND DESIGN CONSTRUCTION <br /> H- STANDARDS AND SPECIFICATIONS SECTION 4 FOR <br /> w c_ ADDITIONAL REQUIREMENTS. <br /> 0 <br /> 05 <br /> o N 3. FOR FRAME DETAILS,SEE STANDARD DRAWING <br /> 406. <br /> NJ <br /> �a` A A 4. THE THICKNESS OF THE GRATE SHALL NOT <br /> z< ‘ pQ EXCEED 15/8". <br /> r 1 <br /> z 5. VANED GRATES SHALL BE SPECIFIED,SEE <br /> STANDARD DRAWING 411.THE CITY OF EVERETT <br /> o <br /> SHALL GRANT THE USE OF A HERRINGBONE <br /> GRATE ON A CASE BY CASE BASIS. <br /> D L 3/4" 6. ALL GRATES MUST BE STENCILED OR STAMPED <br /> D O 11/4" "DUMP NO WASTE,DRAINS TO ",WHERE THE <br /> BLANK SHALL BE FILLED IN WITH_"STREAM", <br /> "LAKE","RIVER","PUGETSOUND",OR <br /> BOLT DOWN SLOT "WETLAND"AS APPLICABLE TO THE LOCATION <br /> WHERE THE GRATE IS TO BE INSTALLED. <br /> TOP DETAIL A <br /> c. <br /> Lf ,r, <br /> o <br /> 0 <br /> 1 <br /> c6 [1[][--1 SECTION A-A <br /> (SEE NOTE 1) <br /> 5. <br /> WSDOT STD PLAN B-30.50-01,ACCEPTABLE <br /> P. SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN <br /> P. SCREWS MUST BE STAINLESS STEEL <br /> i ISOMETRIC CITY OF EVERETT <br /> B <br /> � <br /> ;m PUBLIC WORKS DEPARTMENT <br /> B" "'VAN SASS IHEATHEBGRIFFINITAULWILHELM I"""WRB 01/03/2019 <br /> W" nne 01/03/201 <br /> 075 a HERRINGBONE GRATE <br /> s FOR CATCH BASIN OR INLET 409 <br /> - - _ I I <br /> - - - - - - - - - - - - - - - - - - - <br />