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NE NE EN EN NE NE NMI MI NM MI MS MI OM 1111111 NM 1111. .11. Iiiii Iiii <br /> I I <br /> B DETAIL A `, NOTES <br /> amizE i i 1. BOLT-DOWN CAPABILITY IS REQUIRED ON ALL <br /> ' 'I ' HOLES IN THE FRAME THAT I I I I m' FRAMESHALLA CEPTTHES 8"-11NICALLY <br /> X2 <br /> ALIGNED WITH THE GRATE OR COVER SLOTS. THE <br /> A ❑ IF II ' A �. � I STAINLESS STEEL RECESSED ALLEN HEAD CAP SCREW <br /> f " BEING TAPPED,OR OTHER APPROVED MECHANISM. <br /> L �:���� LOCATION OF BOLT DOWN HOLES VARIES BY <br /> - r �� - r J o " �������. MANUFACTURER. <br /> II I <br /> �' 2. REFER TO WSDOT STANDARD SPECIFICATION <br /> - SSTAND(R)AND DESIGN CONSONS SEC N <br /> /zADDNTDIONAL REQUREMENTSARDS AND 'ONS SECTION 4 FOR <br /> ' I ' II ' I ' `., 3 406FOR AND 40 DETAILS,SEE STANDARD DRAWINGS <br /> ® ® y r4 <br /> 4. ALL GRATES MUST BE STENCILED OR STAMPED <br /> x B SECTION B-B ISOMETRIC "DUMP NO WASTE,DRAINS TO_",WHERE THE <br /> < 24" BLANK SHALL BE FILLED IN WITH"STREAM","LAKE", <br /> "RIVER","PUGET SOUND",OR"WETLAND"AS <br /> r 7 OR 8 EQUAL SPACES 1 APPLICABLE TO THE LOCATION WHERE THE GRATE IS <br /> ti <br /> _.....DIRECTION OF FLOW I TO BE INSTALLED. <br /> SECTION A-A STANDARD DIRECTIONAL GRATE <br /> 4. <br /> B 4 DETAILA <br /> 315YM ON dY1f10 � ir <br /> N <br /> s „, <br /> I II I ij C 1 <br /> i . 1 . . � ■ IAk <br /> �\� ��� <br /> ' II ' ' ��, E E SECTION E-E <br /> (SEE NOTE 1) <br /> 11 <br /> 3 111 ' WSDOT STD PLAN B-30.30-01 AND B-30.40-01,ACCEPTABLE <br /> IT- <br /> IT-- <br /> SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN SCREWS <br /> 1. . ' I ' II \ MUST BE STAINLESS STEEL <br /> oI. 3/4„ <br /> I.] • <br /> o x B ISOMETRIC 11/4" <br /> a <br /> _ 24 CITY OF EVERETT <br /> �� N 4EQUALSPACES 1 4EQUALSPACES BOLT-DOWN SLOT <br /> DETAIL A PUBLIC WORKS DEPARTMENT <br /> _ "Yq"N SASS (HEATHER GRIFFIN(VAULP'JILHELM I WN9 01/03/2019 <br /> �i v!/ nwoubexxwwcx. <br /> �$ <br /> 1 VANED GRATES <br /> o SECTION C-C BI-DIRECTIONAL OPTION FOR CATCH BASIN OR INLET 411 <br /> i�s <br />