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29 1/4" \ <br /> 1 1 5/8" 7/8" 1/8" NOTES <br /> 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 /> 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 /> THE GRATE OR COVER SLOTS. THE FRAME SHALL <br /> ACCEPT THE 5/8"-11 NC X 2"STAINLESS STEEL <br /> BOLT-DOWN HOLE TYP — RECESSED ALLEN HEAD CAP SCREW BEING TAPPED, <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 /> ° 3. REFER TO WSDOT STANDARD SPECIFICATION <br /> A A d j// 9-05.15(2)AND DESIGN CONSTRUCTION STANDARDS <br /> _ , AND SPECIFICATIONS SECTION 4 FOR ADDITIONAL <br /> REQUIREMENTS. <br /> 2 1/2" <br /> FRAME CAST INTO <br /> DETAIL B ADJUSTMENT PRECAST ,1,/,/goi` <br /> SECTION. <br /> SEE STANDARD , , <br /> DRAWINGS 401, <br /> O 402,403 OR 404 <br /> FOR ADJUSTMENT %1N%SFLANGE <br /> SECTION DETAILS UPWARD <br /> STAINLESS STEEL FLANGE UP <br /> RECESSED ALLEN <br /> HEAD CAP SCREW • <br /> 5/8"-11 NC x 2 <br /> 41114111111'111111°11 11‘TOP III__-_-. �` <br /> GRATE <br /> 3 _ 24 1/4" <br /> g -1 <br /> 3 �/� <br /> I-I <br /> 1THICKNESS OF <br /> PRECAST <br /> FRAME ADJUSTMENT <br /> i <br /> LJDETAIL <br /> FLANGE DOWN SECTION <br /> WSDOT STD PLAN B-30.10-01,ACCEPTABLE <br /> SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN <br /> BSCREWS MUST BE STAINLESS STEEL <br /> i CITY OF EVERETT <br /> V Err <br /> SECTION A-A BOLT-DOWN DETAIL PUBLIC WORKS DEPARTMENT <br /> ' <br /> i;F (SEE NOTE 2) c''''IM SASS I'�^T AF4 IttrUliam I 12nOf2016 <br /> MK.)INAWINC Nu <br /> '0' RECTANGULAR FRAME 406 <br /> I�a <br /> (REVERSIBLE) <br /> I <br /> iiiii — l UN w OM OM — — — an O N AS - 11111 11111 Mr w <br />