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0 <br /> 8" 12 PLANKS @ 4`0" 48'-0" L 10" 8" 48'-0" L 10" a <br /> P_611 30'-6" 1O'-OD 36'-O" 121-0" <br /> N <br /> 5 5 7 5 1 5 g <br /> 51 1 A S4 S3 2 cry <br /> 53 13 S4 _ F3Ox12 _ o <br /> ----- ----------------- 1 -- ------------- ------ ----- --,4--- <br /> ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ------ --y----------- - -- <br /> i = IBOV=126.75 •, <br /> g 1 N j TYP @ CELL 3 <br /> SED G 2 PERIM WALLS ---� Lao <br /> 2 12 _ S3 o 0 <br /> 53 9'-0" <br /> ITOV=135.25 ° •.'°•- °•-•.'°•- °--°- I TYP ------ ------� °° <br /> 1 5 F30x12A <br /> TYP THROUGH IBOV=126.27 CELL 3 - o <br /> e OUT VAULT, 10 2A o Z <br /> _ IBOV=126.27 '� ! <br /> g1 S3 j 5" THICK CONCRETE 2A d 6 <br /> 9 - SLAB ON GRADE - 53 - CDc o <br /> 5'-0" 5'-0" w <br /> 53 4 j 16 <br /> o 50 <br /> 1 S3 1 IV — _ F48x12___ ___ A� y .co <br /> --- ------ --------------- ----- Y/ <br /> -- -- -- ---- w <br /> ----------- o 'a <br /> ------------------------------------------------- - ------------------- ----- <br /> _ ----------- <br /> on 3 <br /> 1 1 F30x12 r ------2— ------------ --- ----------- A <br /> 53 b 1 1 IBOV=126.75 S3 Q <br /> 7 S3 TYP @ CELL 2 <br /> PERIM WALLS <br /> I I <br /> 10 12-1/2" THICK HOLLOW - s3 4 1 9 CORE PLANK LID. TOP _ 2A o >IBOV=126.27 0 ae KOS <br /> OF LID EL= 136.29 S1 IBOV=126.27 2A a 53 O" 9 W <br /> ' S3 L ----- 4--------- 3---F48x12----- --------- ss/N�..EN°�a`�\? <br /> g 3 I 53 I 6 uR� v <br /> AL E� <br /> -------- ------------------------------- - ----------------------------------------------- ------------ <br /> ----- A ------------- X.... -....... <br /> ----------1 i2A O <br /> 6i_pn -TYP IBOV=126.27 CELL 1 <br /> 2 i > II1❑❑ ❑❑ ❑ ❑ ❑ ❑ ❑ J❑ ❑ ❑ ❑ ❑ ❑ L <br /> ❑ ❑ -1-- ----------- ----------- -- - -------- lJJ <br /> ---- ------------------------------------------------------------------ ----- --- 0 <br /> S3 8„ F34x12 1A o p > pC <br /> 2 53 W <br /> rn <br /> a F <br /> 401_011 ,�� <br /> �, w <br /> VAULT LID PLAN 2' 8' VAULT FOUNDATION PLAN 2' 8' ' <br /> H W <br /> LIL <br /> SCALE 3/16" = 1'-0" r- SCALE 3/16" = 1'-0" 4- N 0 <br /> O <br /> PLAN KEYNOTES LEGEND <br /> 1. 5"THICK CONCRETE SLAB ON GRADE REINF WITH#4@18"o/c EA WAY,PLACE 8. POUR SLOTS IN THE TOP OF THE PLANK.MANUFACTURER TO PROVIDE A DIMENSIONS & ELEVATIONS <br /> ALL REINF AT MID-DEPTH OF THE SLAB,CAST GRADE SLAB 1N A SINGLE POUR. MINIMUM OF 2 SLOTS @ EACH END OF EACH PLANK.PLANK MANUFACTURER IBOV INSIDE BOTTOM OF VAULT TOP OF GRADE SLAB <br /> SEE 2/61 FOR REINFORCING PLACEMENT DETAIL. MAY REQUIRE GROUTING OF ADDITIONAL CELLS BEYOND THE MINIMUM SHOWN. THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL BE RESPONSIBLE FOR <br /> THE GENERAL CONTRACTOR SHALL INCLUDE GROUTING OF THESE ADDED Z <br /> ITOV INSIDE TOP OF VAULT LID BOTTOM OF LID VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS <br /> a <br /> 2, CAST IN PLACE CONCRETE WALLS TYPICAL AT THE INTERIOR d PERIMETER OF CELLS IN HIS BID SEE WALL SECTIONS FOR REINF WITH THE CURRENT PERMITTED SET OF CIVIL DRAWINGS,AND SHALL NOTIFY � � <br /> THE VAULT.SEE WALL SECTIONS ON 53 FOR REINFORCING AND DIMENSIONS. , . GRATING SPAN DIRECTION BOTH THE CIVIL d STRUCTURAL ENGINEERS IN WRITING OF ALL DISCREPANCIES <br /> PROVIDE ADDED REINF AT PIPE PENETRATIONS AS SHOWN IN 3/S1.PROVIDE 9. PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL TO THE BETWEEN THE CIVIL DWGS AND THESE DWGS PRIOR TO CONSTRUCTION. J Z <br /> REINF @ ALL WALL CORNERS AS SHOWN IN 71S4. PERIMETER VAULT WALLS d CAST 1N PLACE LID.LOCATE BLOCKOUTS <br /> 3. THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB.SEE WALL APPROXIMATELY AS SHOWN ON THIS PLAN.SEE WALL SECTIONS AND DETAILS CIP CONCRETE WALL. .~.1 <br /> SECTIONS FOR SIZE d REINF UNO. FOR REINFORCING AT BLOCKOUT. ————— G <br /> 4. 5'-0"WIDE OPENING WITHIN THE INTERIOR WALL.SEE A/S3 FOR WALL 10. 12-1/2"THICK PRECAST HOLLOW CORE PLANK.SEE DESIGN CRITERIA NOTES ON ----- CONCRETE SPREAD FOOTING Z <br /> REINFORCING @ THE OPENING. SHEET 51 FOR PLANK LOADING REQMTS. CONSTRUCTION LOADS =2 <br /> 5. PIPE INLET OR OUTLET TO VAULT.SEE CIVIL DWGS FOR PIPE DIAMETER, 11, 5FTx10FT OPENING TO RECEIVE OPEN METAL BAR GRATING w/INTEGRAL 36"x F34x12 34"WIDE x 12"THICK FTG SEE 1A d 2A/S3 THE VAULT LID HAS BEEN DESIGNED TO CARRY THE"DESIGN LOADS"ONLY AFTER 2 <br /> LOCATION d INVERT ELEVATION.SEE 3/61 FOR WALL REINF @ PENETRATION. 36"HINGED ACCESS HATCH.SET TOP OF GRATING 9"MIN ABOVE THE F30x12 30"WIDE x 12"THICK FTG SEE 1 d 2/53 VAULT CONSTRUCTION IS COMPLETE,ALL DESIGN CONCRETE AND GROUT an <br /> ADDITIONAL REINF IS NOT REQUIRED FOR PIPES LESS THAN 8"m PROVIDED HIGHEST ADJACENT FINISHED GRADE.SEE A/54 FOR GRATING ASSEMBLY STRENGTHS HAVE BEEN ACHIEVED,AND ALL COVER HAS BEEN PLACED OVER THE <br /> THEY ARE PLACED BETWEEN THE TYPICAL WALL REINFORCING. INFORMATION. F30x12A 30"WIDE x 12"THICK FTG SEE 5/51 VAULT WITHIN THE LIMITS SPECIFIED ON THIS DRAWING."BOBCAT"OR OTHER <br /> 6. 8"THICK KNEE-WALL.REINF w/#5@12"o/c HORZ.AND VERT.PLACED AT THE 12, HATCHED AREA REPRESENTS 24"WIDE x 12-1/2"THICK CAST IN PLACE F48x12 48"WIDE x 12"THICK FTG SEE 3/S3 LIGHT EQUIPMENT SHALL BE USED FOR PLACEMENT OF MATERIALS OVER THE SHEET: <br /> CENTER OF THE WALL.PROVIDE 121-#5 HORZ AT THE TOP OF THE WALL d 121-05 CONCRETE BEAM.SEE 3/64. VAULT LID.ALTERNATIVELY,ALLOWABLE UNIFORM LOADS ON THE BARE SLAB CAN <br /> VERT AT THE FREE ENDS OF THE WALL.EXTEND VERT BARS 11"INTO THE 12-1/2" 13, ADD I4146A51-0"@ 211o/c WITHIN THE WALL ON THE INSIDE FACE d AT THE BE OBTAINED FROM THE PLANK MFGR. <br /> THICK LID CLOSURE POUR,SEE 5/51 FOR FTG INFORMATION, TOP OF THE WALL.PLACE BAR AS SHOWN ON THE PLAN. <br /> T 24"DIAMETER OPENING THRU LID TO ACCEPT RISERS,LADDER,RING AND <br /> LOCKING MANHOLE COVER PER CIVIL DRAWINGS.SEE 4/S1 FOR LID REINF @ S20F 4 <br /> OPNG. <br /> S-22-031 <br /> SHEET—2— <br />