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pm No asi NE millic m1 No m' uslimNM ma um am En um En EN NE <br /> B NOTES <br /> __' II % 1. BOLT-DOWN CAPABILITY IS REQUIRED ON ALL <br /> 1 _T FRAMES,GRATES AND COVERS.PROVIDE TWO <br /> m n HOLES IN THE FRAME THAT ARE VERTICALLY <br /> J ® I ;i '� ' ALIGNED WITH THE GRATE OR COVER SLOTS. THE <br /> FRAME SHALL ACCEPT THE 5/8"-11 NC X 2" <br /> DETAIL A I 4 I STAINLESS STEEL RECESSED ALLEN HEAD CAP SCREW <br /> A I A '�_I.'��� BEING TAPPED,OR OTHER APPROVED MECHANISM. <br /> in <br /> 1 gel �� LOCATION OF BOLT DOWN HOLES VARIES BY <br /> Li ® is o I��� �� MANUFACTURER. <br /> 1 rri EllElm El <br /> : ��- I407 <br /> �� 2. REFER TO WSDOT STANDARD SPECIFICATION <br /> I. STAN 5(2)AND DESIGN CONSTRUCTION <br /> �,� �. STANDARDS AND SPECIFICATIONS SECTION 4 FOR <br /> ADDITIONAL REQUIREMENTS. <br /> 1 <br /> I 1 1 1 1 <br /> n� 3. FOR FRAME DETAILS,SEE STANDARD DRAWINGS <br /> 406 AND 407. <br /> r�rrm�. <br /> B SECTION B-B ISOMETRIC <br /> .4111111 <br /> 2 24" — E E <br /> CO 7 OR 8 EQUAL SPACES 11 �+ <br /> i.ti <br /> "' 1 , <br /> ___...DIRECTION OF FLOW <br /> 1 <br /> SECTION A-A STANDARD DIRECTIONAL GRATE i 3/4" <br /> 1 a <br /> 11/4" <br /> B i-- BOLT-DOWN SLOT <br /> � DETAIL A <br /> II <br /> 1 ay c 4' 4. — <br /> C 1 1 i II Lp , � DETAIL A ..4A g ^� /rt., <br /> -.�® <br /> • SECTION E-E <br /> f j 111111111 (SEE NOTE 1) <br /> 9 <br /> WSDOT STD PLAN B-30.30-01 AND B-30.40-01,ACCEPTABLE <br /> g SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN SCREWS <br /> X B ISOMETRIC MUST BE STAINLESS STEEL <br /> 2 24" <br /> 8 r f 4EQUALSPACES 4EQUALSPACES CITY OF EVERETT <br /> ErT PUBLIC WORKS DEPARTMENT <br /> I I <br /> o" %%,—/i-i/i-,- - � "�'"TYAHSASS !HEATHER VAUI�NILHELM I°"""v4se 03/07/2017 <br /> SECTION C-C BI-DIRECTIONAL OPTION VANED GRATES <br /> FOR CATCH BASIN OR INLET 411 <br /> �� 7 r <br />