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MS NM EN N E en UM — NM NM MI i NM — r i R S MI <br /> I I <br /> 24" 3" <br /> - - NOTES <br /> BOLT-DOWN CAPABILITY IS REQUIRED ON ALL <br /> B 1. FRAMES,GRATES AND COVERS.PROVIDE TWO <br /> HOLES IN THE FRAME THAT ARE VERTICALLY <br /> f , ` ALIGNED WITH THE GRATE OR COVER SLOTS. <br /> %1 D D THE FRAME SHALL ACCEPT THE 5/8"-11 NC X <br /> HEAD <br /> 2 1/2"DIA J SCREW BEING TAPPED,OR OT E 2"STAINLSS STEEL RECESSEDLR PPROV DAP <br /> HOLE 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" ACCEPTABLE IN LIEU OF THE RIB DESIGN. <br /> F �I <br /> 1 i L. i 11/4" 3. REFER TO WSDOT STANDARD SPECIFICATION <br /> 9-05.15(2)AND DESIGN CONSTRUCTION <br /> STANDARDS AND SPECIFICATIONS SECTION 4 <br /> p�--, FOR ADDITIONAL REQUIREMENTS. <br /> ... .- -.:::::>- Of <br /> BOLT-DOWN SLOT <br /> L____,..„.. p� DETAIL A 4. FOR 406.FRAME DETAILS,SEE STANDARD DRAWING <br /> .. r›.- -,:::::, .<::: >. ,, <br /> ... ,.. <br /> ,. <br /> ,_ ,. <br /> ... <br /> ,... <br /> 4 <br /> ... ..... <br /> O��Q 4�Q� 26"40 R '/ I <br /> (SEE NOTE 2) <br /> B4 <br /> TOP SECTION B-B SECTION D-D <br /> 4 3/4" fC (SEE NOTE 1) <br /> I I. <br /> .�M / 3/4"DIA HOLE <br /> 3 1 1/2" <br /> Fi <br /> SECTION A-A <br /> p000ppp <br /> pppppp pp <br /> s pp�p�p�ppOp�pp <br /> p�pD'pp���pp���,pp�����pp WSDOT STD PLAN B-30.20-02,ACCEPTABLE <br /> 1 1/2" <br /> W p�p�pp��pppp�ppp�ppp�p I SUBSTITUTE EXCEPTALL STEEL RECESSED ALLEN <br /> �p�ppp pp�pppppOp�Opp Y 3 1/2" I SCREWS MUST BE STAINLESS STEEL <br /> oppppoppppo0p0�0�p�p 5 _{ 1/2"STAI DIA SBOLT S EL CITY OF EVERETT <br /> ue ppppp�.p�p / <br /> PUBLIC WORKS DEPARTMENT <br /> B! LIFT HANDLE "ry t',,AN 5A55 I HEATHERGRIFFINI'PA ILMELM I°.''RB D3/07/2017 <br /> W6 ISOMETRIC SECTION C-C SOLID COVER 410 <br /> 10 FOR CATCH BASIN OR INLET <br /> I r <br />