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UN N <br /> I I <br /> 29 1/4" 1/8" NOTES <br /> 15/8" 7/8"�3/4" 1. THIS FRAME IS DESIGNED TO ACCOMMODATE <br /> 20"X24"GRATES OR COVERS AS SHOWN ON <br /> STANDARD DRAWINGS 409,410 AND 411. <br /> j2. 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 /> THE OOAL <br /> ACCEPTGRATE THEOR 5/8C"-11VER NCSL XTS.2"STAINLESSTHEFRMEs TEELSHA L <br /> BOLT-DOWN HOLE TYP 'H RECESSED ALLEN HEAD CAP SCREW BEING TAPPED, <br /> 5/8"-11 NC,SEE BOLT / ..-1OR 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 \�j// ,�, 9-05.15(2)AND DESIGN CONSTRUCTION STANDARDS <br /> 1 m AND SPECIFICATIONS SECTION 4 FOR ADDITIONAL <br /> 1 REQUIREMENTS. <br /> 21/2" I <br /> ,-4 <br /> ��II FRAME 2"CAST INTO <br /> DETAIL BPRECAST <br /> Y ADJUSTMENT <br /> DRAWINGS <br /> SEE STANDARD <br /> 02,403O 40 <br /> D 01, <br /> 402,403 OR 404 <br /> NO* <br /> FOR ADJUSTMENT FLANGE <br /> SECTION DETAILS UPWARD <br /> FLANGE UP • <br /> STAINLESS STEEL <br /> RECESSED ALLEN <br /> HEAD CAP SCREW <br /> 5/8"-11 NC x 2 <br /> TOP 1111___ <br /> __ <br /> GRATE <br /> 241/4" _- <br /> ANY <br /> 3 , , THICKNESS OF <br /> ��� % PRECAST <br /> i I 0 I y FRAME FLANGE DOWN ADJUSTMENT <br /> dY/ /� ' SECTION <br /> 11__!' WSDOT STD PLAN B-30.1EEL ACCEPTABLE <br /> _____,L <br /> `"�__�� SUBSTITUTE EXCEPT ALLE STEEL RECESSED ALLEN <br /> DETAIL B �� _ SCREWS MUST BE STAINLESS STEEL <br /> g CITY OF EVERETT <br /> SECTION A-A BOLT-DOWN DETAIL SASS m MI. HEATHEN GRIFFIN PUBLIC WORKS DEPARTMENT <br /> (SEE NOTE 2) e IPAULr/JIIHEIM �VIRB <br /> I 12730/2016 <br /> gp <br /> RECTANGULAR FRAME sr <br /> In (REVERSIBLE) <br /> I <br />