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MIN II1M1 MIN 1111111 IIMII NW\ 111111, 111111; 1111111 MIMI IIIIIII IIIIIII 1111111 1111111 1111111 1111111 1111111 1111111 1111111 <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 1 �� 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 /> MECHANISM. LOCATION OF BOLT DOWN HOLES <br /> VARIES BY MANUFACTURER. <br /> 0 DETAIL A 2. REFER TO WSDOT STANDARD SPECIFICATION <br /> 9-05.15(2)AND DESIGN CONSTRUCTION <br /> STANDARDS AND SPECIFICATIONS SECTION 4 FOR <br /> c. ADDITIONAL REQUIREMENTS. <br /> 3. FOR FRAME DETAILS,SEE STANDARD DRAWING <br /> o ,CkQ 406. <br /> a� 4. THE THICKNESS OF THE GRATE SHALL NOT <br /> di( A A A EXCEED 15/8". <br /> ME <br /> ti11 111411' ' //_ 5. VANED GRATES SHALL BE SPECIFIED,SEE <br /> .� __ GRAITEE ONEDRAWING <br /> A CSE BY CASE THE USE OF AB SISITY OF EVERETT <br /> ING80 E <br /> D F 3/4��!. <br /> O O 1 / " <br /> BOLT-DOWN SLOT <br /> TOP DETAIL A <br /> C. <br /> �l j <br /> o �e• <br /> ae ' SECTION A-A <br /> 1 <br /> 0 <br /> (SEE NOTE 1) <br /> 0 <br /> B <br /> Iu WSDOT STD PLAN B-30.50-01,ACCEPTABLE <br /> ffi SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN <br /> e SCREWS MUST BE STAINLESS STEEL <br /> ISOMETRIC CITY OF EVERETT <br /> ,'4 ET! PUBLIC WORKS DEPARTMENT <br /> of GERYAN SASS IHEATHERGRIFFINI GPA WILHELM Ip�WRR 03/07/2017 <br /> w" HERRINGBONE GRATE <br /> 1�o 409 <br /> s� FOR CATCH BASIN OR INLET <br /> I I <br />