Laserfiche WebLink
a � <br /> 6" L 41-0",/_ 3'-d'N- 31-0"N- 6" d z <br /> GRATE SEC GRATE SEC GRATE SEC <br /> HSS 3x3x1/8 STEEL GRATING STEEL GRATING z <br /> REMOVABLE STEEL PROVIDE 361106".HINGED ~ <br /> FRAME @ PERIMETER SECTION OF GRATING @ 6"THICK 6"THICK Y <br /> SLAB BM 6"THICK CURB -- -- <br /> OF HINGED GRATE 2 ACCESS LADDER. z -- — CURB TYP z 6"THICK CURB CURB TYP z <br /> SECTION S4 TYP SEE A/54 = = SEE A/54 m TYP SEE A/54 SEE A/64 ` z <br /> ___________ _ ----------------- <br /> ______ m FOR REINF. FOR REINF. m FOR REINF. FOR REINF. _ <br /> = 6"THICK CURB FIN GRADE GALVANIZED GALVANIZED FIN GRADE 12° 24" — <br /> TYP @ THE D _ 2x2x3/16 ANGLE 2x2x3/16 ANGLE _ #4 TIES @ 5"o/c. _ FIN GRADE a <br /> PERIMETER OF —I -I I�—I I PLACE FIRST TIE N _ o y <br /> 7 THE OPENING. - w/SIMPSON w/SIMPSON r #4x @ EA <br /> _ MORE THAN 2-1/2" z <br /> 4 - 3/8"ox3" 3/8"0x3"TITEN-HD _�.- CIP LID VOID BLOCKOUT SHOW FROM SUPPORT. III 3 c <br /> 54 S4 REINF w/ TITEN-HD 56 SS SCREW i— ON THE LID PLAN <br /> z 6 o #4@12"o/c HORZ SCREW ANCHOR ANCHOR @ 16110/c. w a <br /> S4 S4 - d VERT. @ 16"o/c.PLACE PLACE 1ST _ c e <br /> PROVIDE EXTEND CURB 16T ANCHOR NO ANCHOR NO MORE EXTEND CURB m EXTEND CURB <br /> #4x18"x18° VERT.REINF MORE THAN 411 THAN 4"FROM VERT.REINF w VERT.REINF <br /> CORNER BARS 12-1/21'INTO LID FROM END OF END OF ANGLE. 12-1/2"INTO o 12-1/2"INTO LID y <br /> AT ALL HORZ CLOSURE POUR ANGLE.SEE SEE 3/S4. CIP LID CLOSURE POUR 00 <br /> A ... <br /> -- -- - REINF. 3/S4. :.:..{.. ...., o sNIS <br /> N <br /> VAULT a a 4- #5 CONT. STD 1i"CLR a VAULT C c5 <br /> GALVANIZED STEEL 1 GALVANIZED STEEL PERIMETER KNEEWALL I5I-#6 TOP HOOK PERIMETER <br /> "x3 <br /> GRATING W-79-4 w/ 54 ANGLE SEAT 2x2-3/16. WALL d BOT TYP WALL u <br /> 1-1/4 /16"BRG BARS. COPE HORZ LEG AT - 2'•O" w p <br /> LADDER. i 6 <br /> �GRATING & CURB @ RAISED 5x10 OPNG � TYP CURB @ OPNG � TYP CURB @ OPNG SLAB BEAM @ OPNG � TYP CURB @ OPNG 2 <br /> S4 SCALE 1°=1'-0" S4 SCALE 1"=1'-0" S4 SCALE 1"=1'-0° S4 SCALE 1"=1'-O"54 SCALE 3/8"=1'-0" w 9$Q <br /> iY G <br /> 8 Is <br /> 3/840"TITEN SS YI o rn $ <br /> 4"DEEP x 21"0 TRAFFIC RATED VENT COVER. 2n 3g" SCREW ANCHOR = 0 ¢3 <br /> CONCRETE BLOCK LEDGER ANGLE <br /> DIRECTLY BELOW DO NOT FASTEN VENT COVER 1-1/4"DEEP STEEL BAR GRATING HSS 3x3x1/8 .0 --^ <br /> VENT COVER. OR RiM TO VENT PIPE. 2x2x3/16 .5 <br /> CONC CURB OR WALL �u <br /> TRAFFIC RATED STRUCTURAL HSS T d B --------------- ------ -_____- Q fu <br /> FILL. TYP WALL REINF ON 3x3x1/8 3/16qt <br /> INSIDE FACE - <br /> a —ice �0VAULT LID #4x48"@12"o/c HORZ � KEA FACE NGLE \\\ Og <br /> —nr2x2x3/16WALL AT FLOOR STEP SEE 12/54 d EA SIDE GRIND 6/53 1/8 14' SMOOTH TYP ' W3/8"0x3"TITEN 1/8 pf 2ma4 <br /> 55 SCREW SADDLE SEAT SS/0BAL <br /> ---------------------- ANCHOR ANGLE 2x2x3/16 ONAL <br /> WRAP PIPE IN DETCD RX-102 LEDGER ANGLE DETAILS HSS FRAME CONN DETAIL HSS SEAT DETAIL <br /> WATERSTOP <br /> TWO LAYERS S4 S4 S4 Z <br /> OF 4 MIL SCALE 3"=,'-0" SCALE 3"=1'-0" SCALE 3"=1'-0" O <br /> VISQUEEN #4 VERT SUPPORT z <br /> BARS AS NEEDED. = N <br /> 12"0 PVC VENT TYP WALL REINF AT 4'-0"WIDE PLANK ? 3 <br /> PIPE VAULT WALL CENTER OF WALL 12" <br /> #4 x�14' <br /> THRU WALL VENT PIPE DETAIL SET @CENTER Oct <br /> HOLLOW CORE <br /> ,4 ,o WALL JT @ STEP OF VOID PLANK <br /> z <br /> 54 SCALE 1"=1'-0° S4 SCALE 3/4"=1'-O" - ��, - -------------- - ------- - #5 @ CENTER OF Lu <br /> co <br /> .............. .............J�VOID <br /> Nui <br /> m <br /> li l i l i i i II CELL BLOCKOUT <br /> WALL CONST JT. 'I <br /> SEE 10/54 VAULT WALL @ a o o _ H <br /> UPPER CELL --------T�--- --r-r-------�-�-- ---;-�11 <br /> VAULT WALL @ GRADE SLAB @ 2 O 3 II a- �I <br /> LOWER CELL UPPER CELL PLAN VIEW PER METER WALL <br /> ,. PLAN VIEW 36„ WALL VERT REINF <br /> EXTENDING INTO � W <br /> 12" 36 36" #5x 12°C CLOSURE Q LL <br /> C CLOSURE TO WALL 0 <br /> WALL REINF @ CLOSURE TO WALL #5 x 24' F LID DOWELS @ 24"o/c. 12" <br /> #5x24"x30"@12"o/c CENTER OF WALL DOWELS @ 24"o/c. TO CLOSURE DOWELS #4 x 114" SET <br /> @ EA PLANK <br /> — @ ENTER OF VOID 0 <br /> =III= WALL REINF @ _ - <br /> 0 o III=III CENTER OF WALL _- --- _ -- ------ <br /> - 4'_0" <br /> m <br /> m <br /> om' <br /> DOWELS @ EA WALL REINFORCING <br /> FTG LONG BAR ON INSIDE,FACE ~ _0 <br /> O � <br /> A <br /> WALL REINFORCING =_ <br /> 3'-0" AT THE CENTER OF N = Q <br /> THE WALL <br /> ❑ ❑ ❑ FACE#5@12"olcOF HORZWALL d VERT ON BACK - N N <br /> FACE OF WALL,DOWELS TO w D + G <br /> FOOTINGS ARE NOT REQUIRED AT #4x24"x24"@ 12"o/c N •a <br /> I3I-#5 CORNER <br /> 0 0 <br /> THESE VERT BARS CORNER BARS <br /> __ BARS_____ _________ _______________ o o #5 x24"x24"CORNER BARS TO WALL REINFORCING m <br /> ..i SEE 6/53 FOR MATCH HORZ WALL REINF TYP AT THE CENTER OF CL A <br /> BACKFILL d THE WALL VAULT WALL VAULT WALL <br /> 6"EMB @ 8"THK WALL FTG DRAIN WALL REINFORCING <br /> (CLOSURE ON EA.FACE ELEVATION VIEW ELEVATION VIEW SHEET: <br /> REINF <br /> VAULT WALL LID & WALL TO CLOSURE DOWELS LID & WALL TO CLOSURE DOWELS <br /> 14 CLOSURE CORNER BAR DETAIL ,2 FTG STEP DETAIL 13 TYP WALL CORNER REINF. (-8'\AT PLANK VOID END FILL - 8" WALL (-q`�AT VOID BLOCKOUTS - 8" WALL S40F 4 <br /> S4 S4"0"_1 SCALE 5/4" S4 3/4"=1'-0" 54 ecALE s/a"=r-o" <br /> S4 SCALE NTS �J - NTS SCALE S-22-070 <br />