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0 <br /> a <br /> GRATE @ 5x10 <br /> 31-0"•/- L 3'-0"•/- 4'-O"+/- 6"TYPICAL OPNG $ <br /> GRATE SEC GRATE SEC GRATE SEC GALVANIZED STEEL GRATING <br /> 0 <br /> � c <br /> GAL NIZED STEEL 6"THICK CURB a co <br /> 2 GRA ING W-19-4 w/ z TYP SEE A/54 -- - 6"THICK CURB z <br /> 54 1-1/4"3/16"BRG BARS. _� FOR REINF. TYP SEE A/64 z o <br /> _ FOR REINF. <br /> 6 U H <br /> FIN GRADE FIN GRADE GALVANIZED <br /> L�fi II I II—I I_ 2x2x3/16 ANGLE #4 TIES @ 5"o/c LL <br /> 1 6"THICK CURB TYP =_III= 6"THICK CURB -III= w/SIMPSON -III II' PLACE FIRST TIE NO W w <br /> 54 @ THE TYP SEE A/S4 - 3/8"ox3"TITEN-HD — MORE THAN 2-1/2" y S <br /> H55 3x3x1/8 5 SS SCREW i �- y <br /> PERIMETER OF THE FOR REINF. — FROM SUPPORT. <br /> REMOVABLE S4 m — 1 o OPENING.REINF w/ ANCHOR @ 16"o/c. <br /> STEEL co S4 - #4@12"o/c HORZ d EXTEND CURB EXTEND CURB PLACE 1ST o 0 <br /> FRAME @ 6 VERT.PROVIDE VERT.REINF VERT,REINF ANCHOR NO MORE o N ry <br /> PERIMETER S4 #4x18"x18"CORNER THAN 4"FROM o o <br /> 12-1/2"INTO LID 12-1/2"INTO LID END OF ANGLE. - s '7 ci <br /> OF HINGED BARS AT ALL CLOSURE POUR CLOSURE POUR o 0 <br /> GRATE HORZ REINF. SEE 4/64. <br /> SECTION = <br /> STD <br /> p VAULT WALL VAULT WALL 1�"CL HOOK 151-#6 TOP d a 2 <br /> S4 AND OR LID AND OR LID o z <br /> PROVIDE 36"x36".HINGED TYP BOT <br /> GALVANIZED STEEL ANGLE SEAT STRUCTURE STRUCTURE S `a <br /> SECTION OF GRATING @ 2x2-3/16.COPE HORZ LEG AT LADDER. AS OCCURS AS OCCURS 2'-0" 0 Y <br /> ACCESS LADDER. <br /> W <br /> CURB @ OPNG TYP CURB @ OPNG SLAB BEAM @ OPNG Yo <br /> GRATBNG & CURB @RAISED 5 x10 OPNG s'4 SCALE SCALE " -0° s4 SCALE 1"=r s4 SCALE,"=r-°" Y y z <br /> 0Qr3 <br /> 3/811#x3"TITEN SS O <br /> SCREW ANCHOR Q <br /> 1-1/4"DEEP STEEL BAR GRATING T LEDGER ANGLE H55 30x1/8 <br /> CONC CURB 0 WALL HSS T d B T d B �rLO�' <br /> ------- ----- <br /> 3x3x1/8 3/16 3/16 Q^ J.K <br /> 0 <br /> < _______ _____N ___________ <br /> w z <br /> _ S <br /> 2 <br /> 240/16 a —�� O FSGctuRALAENo`Qom? <br /> 1�0 SGRIND GRIND MOOTH 1/8A SIDE EA S]DE SXONAL E� <br /> 4 TYP 8 <br /> 3/8"#x3"TITEN 1/8 <br /> SS SCREW SADDLE SEAT <br /> ANCHOR ANGLE 2x2-1/2x3/16 Z <br /> 0 <br /> LEDGER ANGLE DETAILS �HSS SEAT DETAIL SEAT DETAIL �HSS FRAME CONN DETAIL <br /> CONN DETAIL <br /> z <br /> SCALE 3"=1'-0" 54 SCALE 3"=1'-0" 54 SCALE <br /> J fA <br /> � Q <br /> L City of Everett Permit Review Q 3 <br /> EVERETT Status:Reviewed for Permit U <br /> 05/26/2023 7:13:15 AM Z <br /> UJ ~ <br /> 21-011 2'-OH Z <br /> W <br /> 1-- <br /> TYP WALL #5 SUPPORT BAR- !JA WQ <br /> REINF ON FTG DOWELS NOT �•/�/ <br /> INSIDE WALL REQUIRED <br /> LU <br /> W <br /> � a <br /> ALT.HOOK <br /> $5 SUPPORT BAR- WALL REINF @ <br /> 24" FTG DOWELS NOT CENTER OF WALL <br /> #5 x 301 REQUIRED i tu <br /> SOIL <br /> TO MATCH HORZ, C) > <br /> 6"THICK CURB FILL = #5x24"x48"@12"o/c. TYP WALL REINF ~ YJ <br /> WITH#4@16" a ON INSIDE FACE N LL <br /> o/c VERT d $5x24"x30"@12"o/c 0 <br /> 121-#4 HORZ AS <br /> SHOWN. —_III III _ <br /> 2°CLR II=� KNEE-WALL #5 SUPPORT BAR- <br /> FTG DOWELS NOT <br /> •1/4' -O" _ = REQUIRED <br /> I 1 <br /> i <br /> 241__ @ V ERT <br /> ON BACK FACE OF WALL <br /> m 50" #5 X DOWELS TO FOOTINGS <br /> w <br /> TO MATCH HORZ. ARE NOT REQUIRED AT <br /> _ Qa, THESE VERT BARS <br /> ALT.HOOK #5@121'o/c HORZ d VERT ON BACK <br /> FACE OF WALL.DOWELS TO <br /> 45@12"o/c HORZ d FOOTINGS ARE NOT REQUIRED AT <br /> VERT ON BACK FACE THESE VERT BARS <br /> FIN GRADE - OF WALL.DOWELS F <br /> SEE CIVIL - TO FOOTINGS ARE �y <br /> NOT REQUIRED AT #5 x24"x24"CORNER BARS G <br /> III III III ° s THESE VERT BARS TO MATCH HORZ WALL <br /> III III—III— — a REINF TYP <br /> ll—III`a <br /> �I °a #5 x241lx24"CORNER BARS TO <br /> MATCH HORZ WALL REINF TYP SHEET: <br /> 4'-0"TYP <br /> CURB DETAIL TYP WALL CORNER REINF, <br /> CORNER REINF, <br /> S40F 4 <br /> S4 SCALE 1°=1'-0" 54 NTS <br /> S-22-031 <br />