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I I <br /> 24" 3" <br /> NOTES <br /> 4. <br /> BOLT-DOWN CAPABILITY IS REQUIRED ON ALL <br /> B 1. FRAMES,GRATES AND COVERS.PROVIDE TWO <br /> r HOLES IN THE FRAME THAT ARE VERTICALLY <br /> i \ r \ ALIGNED WITH THE GRATE OR COVER SLOTS. <br /> I I D D THE FRAME SHALL ACCEPT THE 5/8"-11 NC X <br /> 2 1/2"DIA <br /> 1 2"STAINLESS STEEL RECESSED ALLEN HEAD CAP <br /> HOLE SCREW BEING TAPPED,OR OTHER APPROVED <br /> MECHANISM. LOCATION OF BOLT DOWN <br /> C DETAIL A HOLES VARIES BY MANUFACTURER. <br /> N 2. ALTERNATIVE REINFORCING DESIGNS ARE <br /> A A 'i I 3/4" I ACCEPTABLE IN LIEU OF THE RIB DESIGN. <br /> J ~ k. -i <br /> 1 ♦ ■ 1 1/4" 3. REFER TO WSDOT STANDARD SPECIFICATION <br /> b 0 I � 9-05.15(2)AND DESIGN CONSTRUCTION <br /> STANDARDS AND SPECIFICATIONS SECTION 4 <br /> / —� FOR ADDITIONAL REQUIREMENTS. <br /> BOLT-DOWN SLOT <br /> N - (4:- .. DETAIL A 4. 4FOR FRAME DETAILS,SEE STANDARD DRAWING <br /> C Q- 0- <br /> 00 _ 0- 00 <br /> 0000��0000 I ,� / <br /> 0�-0«DODO 26"R �� I <br /> (SEE NOTE 2) j <br /> B +— <br /> TOP SECTION B-B SECTION D-D <br /> 4 3/4" Q (SEE NOTE 1) <br /> in <br /> 'H % 3/4"DIA HOLE <br /> I I 11/2" <br /> § SECTION A-A <br /> 3 <br /> E O�Oo0o0 <br /> Q OQ®Oov®OOOO�oO <br /> ��OpOp�OpO�Ope®p�0� WSDOT STD PLAN B-30.20-02,ACCEPTABLE <br /> O���pO����Op��Op��pO�®D�p�DOp 11/2" SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN <br /> �Op���� �Op��p�OpO�DOpO/ 3 1/2" I SCREWS MUST BE STAINLESS STEEL <br /> .p0 OGp��p00oOp STAINLESS STEEL <br /> as O-0 ..-Op��Q��O - 5" 1/2"DIA BOLT e:_, CITY OF EVERETT <br /> ;a^ ��p0 � PUBLIC WORKS DEPARTMENT <br /> OL" ""RTANSASS IHEATHERGRIFFINI PAULWILHELM h."71,RB O3/O7/2017 <br /> LIFT HANDLE 11. <br /> ,k ISOMETRIC SECTION C-C SOLID COVER <br /> 1>i3 FOR CATCH BASIN OR INLET 410 <br /> 1 I -- <br /> - - - - - - - - - - - - - - - - - - - <br />