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A�.�J GGIG-GI 9 <br /> aQ � pDo <br /> 0 <br /> 0 <br /> � � <br /> 0 <br /> FRAME AND OPEN GP.P.TE PER STD 405 <br /> VANED GRATE PER STD 406A <br /> 50LID COVER PER STD 406 <br /> 2'"x4"x8" SOLID BRICK --��� I <br /> USED FOR fINAL ADJUSTMENT <br /> TO GRADE . 6" HIGH MAX <br /> 20 \ I / 2sr" <br /> \� \ / <br /> 5 ypl �— 6" OR <br /> � �— <br /> 6" OR 12" CONCRETE � <br /> RISEP. SECTION <br /> CLASS 4000 CONC / CB CL <br /> 2� 2y.. <br /> �� � j <br /> ` $'`�el I <br /> . 1 <br /> 6"' CONCRETE tO' <br /> REDUCING TOP SLAB � / <br /> CLASS 4000 CONC �$ 32„ <br /> , ��� � <br /> n�l,�yP� I 1 <br /> � N <br /> : � <br /> PRECAST CONC BASE SECTION ' `� �. i � <br /> W/MAX OF ONE 28"'m KNOCKOUT — a <br /> PER SID . ENTRANCE ANGLE ` <br /> TO BE LIMITED BY KNOCKOUTS �, o <br /> CLA55 4000 CONC — � <br /> PIPE OUTER DIA PLUS CB <br /> WALL THICKNESS SHALL � � '�' <br /> NOT EXCEED 28" <br /> I <br /> i U <br /> 3 <br /> � CATCH BASIN TO CONFORM TO WSDOT STANDARC PLAN 8—IA <br /> 0 <br /> Y <br /> `- � �� CATCH BASIN TYPE B 9-21-91 403 <br /> o � dote nunber <br /> " ��T CITY OF EVERETT - PUBLIC WORKS DEPARTMENT <br />. <br />