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29 1/4" 1/8" NOTES <br /> 1 5/8" 7/8"�3/4" 1. THIS FRAME IS DESIGNED TO ACCOMMODATE <br /> 20"X24"GRATES OR COVERS AS SHOWN ON <br /> 7 <br /> STANDARD DRAWINGS 409,410 AND 411. <br /> 2. BOLT-DOWN CAPABILITY IS REQUIRED ON ALL <br /> FRAMES,GRATES AND COVERS UNLESS SPECIFIED <br /> OTHERWISE IN THE CONTRACT.PROVIDE TWO HOLES <br /> IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH <br /> TN <br /> THE OVER LO . FRAME SHALL <br /> D, <br /> ACCEPTGRATE THEOR 5/8"H. <br /> 11 NCS X 2"STAINLESS STEEL <br /> BOLT-DOWN HOLE TYP RECESSED ALLENC HEAD CAPTS SCREWTHE BEING TAPPE <br /> cr <br /> 5/8"-11 NC,SEE BOLT / ' OR OTHER APPROVED MECHANISM. LOCATION OF <br /> DOWN DETAIL AND NOTE 2 BOLT DOWN HOLES VARIES BY MANUFACTURER. <br /> co <br /> 3. REFER TO WSDOT STANDARD SPECIFICATION <br /> A A m a-f-j// N 9-05.15(2)AND DESIGN CONSTRUCTION STANDARDS <br /> AND SPECIFICATIONS SECTION 4 FOR ADDITIONAL <br /> Cr ♦ REQUIREMENTS. <br /> Ln <br /> 2 1/2" <br /> �+ I' i FRAME OR CASTINTO <br /> DETAIL B12'PRECAST <br /> ADJUSTMENT <br /> SECTION. , , <br /> SEE STANDARD <br /> DRAWINGS 401, <br /> FOR141k .fr <br /> ADJUSTMENT FLANGE <br /> SECTION DETAILS UPWARD <br /> STAINLESS STEEL FLANGE UP <br /> RECESSED ALLEN <br /> HEAD CAP SCREW <br /> 5/8"-11NCx2 — <br /> TOP 11111111 <br /> _- GRATE <br /> 0 24 1/4" <br /> I' A P114/ 111° <br /> ANY <br /> THICKNESS OF <br /> 1 Y PRECAST <br /> o in)/ / I/1._j...,,,_ �/ FRAME FLANGE DOWN ADJUSTMENTCTION <br /> Y �_=, WSDOT STD PLAN B-30.10-01,ACCEPTABLE <br /> 3 �_=� SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN <br /> P. DETAIL L B �__ � SCREWS MUST BE STAINLESS STEEL <br /> CITY OF EVERETT <br /> g;,, 477 <br /> SECTION A-A BOLT DOWN DETAIL PUBLIC WORKS <br /> DEPARTgMEgNT <br /> 8m (SEE NOTE 2) ""RAN SASS IHEATHERGRIFFINI PAULT1ILHELM I" pRB 12/30/2016 <br /> RECTANGULAR FRAME 406 <br /> 159 <br /> I"- <br /> (REVERSIBLE) <br />