Laserfiche WebLink
O <br /> r <br /> Ca.1 <br /> 31-0"+/- L 3'-0"+/- 4'-0"+/- 6"TYPICAL <br /> GRATE SEC GRATE SEC GRATE SEC GALVANIZED STEEL GRATING <br /> GALVANIZED STEEL 6"THICK CURB CURB AND GRATE <br /> 2 GRA ING W-19-4 w/ TYP SEE A/54 -- - @ 5x10 OPNG � <br /> 54 1-1/4"3/16"BRG BARS. FOR REINF. z <br /> � o <br /> GALVANIZED #4 TIES @ 5"o/c. a " <br /> F:,�RADE] FIN GRADE PLACE FIRST TIE ca o <br /> _ I III—_III_ 2x2x3/16 ANGLE i'�I NO MORE THAN °A <br /> 1 6"THICK CURB TYP II I 1 1= 6"THICK CURB -I w/SIMPSON - I W <br /> 54 @THE iI�= TYP SEE A/S4 - - 3/8"#x3"TITEN-HD 2-1/2"FROM <br /> HSS 3x3x1/8 5 55 SCREW �+ <br /> PERIMETER OF THE FOR REINF. I— SUPPORT. <br /> REMOVABLE I I S4 m - 1 o OPENING.REINF w/ ANCHOR @ 16110 <br /> /c. <br /> STEEL co S4 - #4@12"o/c HORZ& EXTEND CURB EXTEND CURB PLACE 1ST o <br /> FRAME @ 6 VERT.PROVIDE VERT.REINF VERT,REINF ANCHOR NO MORE w <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. <br /> OF HINGED c� BARS AT ALL CLOSURE POUR CLOSURE POUR o <br /> GRATE HORZ REINF. SEE 4/S4. <br /> SECTION = <br /> s <br /> p VAULT WALL VAULT WALL I51-#6 TOP& d <br /> S4 AND OR LID AND OR LID W z <br /> PROVIDE 36"x36".HINGED BOT � <br /> GALVANIZED STEEL ANGLE SEAT STRUCTURE STRUCTURE `a <br /> SECTION OF GRATING @ 2x2-3/16.COPE HORZ LEG AT LADDER. AS OCCURS AS OCCURS 2'-0" m Y <br /> ACCESS LADDER. <br /> W <br /> I CURB @ OPNG TYP CURES @ OPNG SLAB BEAM @ OPNG Yogg <br /> GRATSCALE ING & CURB @RAISED 5 x10 OPNG s'4 S AALLEP'=1'-0" S4 SCALE 1"=r s4 SCALE 1"=r-OH Y=z <br /> 0Qr3 <br /> 3/811#x3"TITEN SS O <br /> 2° 39° SCREW ANCHOR Q <br /> 1-1/4"DEEP STEEL BAR GRATING T LEDGER ANGLE H55 30x1/8 <br /> 2x2x3/16 <br /> CONC CURB 0 WALL H55 T d B 1 T&B �y0`ti <br /> ------- ----- <br /> 3x3x1/8 3/16 3/16 O4j /( <br /> 0 <br /> w z <br /> _ S <br /> 2 <br /> 240/16 FSGctuRALAENo`Qom? <br /> 1�0 SG GRIND MRIND /8OOTH 1EA 511E EA S]DE SXONAL E� <br /> 4 TYP 1/8 <br /> 3/8"#x3"TITEN 1/8 <br /> SS SCREW SADDLE SEAT <br /> ANCHOR ANGLE 24-1/2x3/16 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 /> uJ 3 <br /> z <br /> 0 <br /> W <br /> 2'_0" 2`0" Z <br /> W <br /> IH <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 30' REQUIRED i W <br /> TO MATCH HORZ, C) > <br /> LLJ <br /> o #5x24"x48°@12"o/c. TYP WALL REINF ~ <br /> a ON INSIDE FACE N LL <br /> #5x24"x30"@12%/c 00 <br /> KNEE-WALL #5 SUPPORT BAR- r <br /> FTG DOWELS NOT <br /> REQUIRED <br /> 241__ #5@121'o/c HORZ&VERT <br /> ON BACK FACE OF WALL. <br /> 50" #5 X DOWELS TO FOOTINGS <br /> TO MATCH HORZ. ARE NOT REQUIRED AT <br /> 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 /> OF WALL.DOWELS F <br /> TO FOOTINGS ARE �y <br /> NOT REQUIRED AT #5 x241lx24"CORNER BARS G <br /> THESE VERT BARS TO MATCH HORZ WALL <br /> REINF TYP <br /> #5 x24"x24"CORNER BARS TO <br /> MATCH HORZ WALL REINF TYP ,SHEET: <br /> 4'-O"TYP � <br /> TYP WALL CORNER REINF,CORNER REINF, S40F 4 <br /> S4 NTS <br /> S-22-031 <br />