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<br />---;--------t--------------;----
<br />DOWEL
<br />AT MI(
<br />30
<br />SLAB,
<br />�-
<br />- - - - -
<br />12-1/2�'
<br />CAST
<br />■
<br />CONCR
<br />SHOWN
<br />03)-#5
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<br />24 DIA
<br />♦
<br />OPENINGSJ_4
<br />'LANK
<br />S PLACED
<br />)DEPTH OF
<br />THICK
<br />N PLACE
<br />:TE SLAB
<br />SHADED,
<br />T&B
<br />)WN,
<br />LID REINF @ MANHOLE w/ KNEE -WALL
<br />SCALE NITS
<br />■
<br />a
<br />DOWEL
<br />----------- ;------- ;------- ; ---
<br />AT MIC
<br />00
<br />'
<br />SLAB,
<br />- -
<br />-
<br />12-1/2"
<br />,•'�
<br />`r
<br />CAST
<br />CONCR
<br />SHOWN
<br />24 DIA
<br />OPENINGS
<br />(14)-#5
<br />o
<br />AS SH
<br />cpo
<br />-
<br />o
<br />N
<br />14
<br />#5 TOF
<br />'LANK
<br />S PLACED
<br />DEPTH OF
<br />THICK
<br />N PLACE
<br />°TE SLAB
<br />SHADED.
<br />T&B
<br />)WN,
<br />' & BOT
<br />LID REINF @ INLET w/ KNEE -WALL
<br />SCALE NITS
<br />SEE FND PLAN
<br />KEYNOTES FOR
<br />WALL REINF,—
<br />N
<br />#5 DOWEL TO MATCH
<br />WALL VERT REINF
<br />SPACING. SEE 10/93
<br />FOR PLACEMENT
<br />REQMTS,
<br />GRADE SLAB REINF
<br />SEE FOUNDATION
<br />PLAN
<br />(*#5 CONT.
<br />11"
<br />21-611 #5@1211o/c
<br />2 KNEEWALL FTG DETAIL
<br />Kj SCALE 3/41=1'-0" L 4'-0" TYP
<br />#5@121lo/c HORZ & —
<br />VERT ON BACK FACE
<br />OF WALL, DOWELS TO
<br />FOOTINGS ARE NOT
<br />REQUIRED AT THESE
<br />VERT BARS -----7,
<br />#5 x241lx24"
<br />CORNER BARS TO
<br />MATCH HORZ WALL
<br />REINF TYP
<br />24111
<br />30" #5 X
<br />TO MATCH HORZ,
<br />- ALT, HOOK
<br />41-011 41-011
<br />TYP WALL CORNER REIN,
<br />NTS
<br />VAULT FOUNDATION PLAN
<br />SCALE 1/8" = V-pn
<br />VAULT LID PLAN,
<br />SCALE 1/8" = 1'-011
<br />121'-4"
<br />2' 8'
<br />0' 4' 16'
<br />2' 8'
<br />0' 4' 16'
<br />1, 5" THICK CONCRETE SLAB ON GRADE REINF WITH #4@18"o/c EA WAY,
<br />PLACE ALL REINF AT MID -DEPTH OF THE SLAB, LAP ALL BARS 24"
<br />MIN AT ALL SPLICE LOCATIONS. CAST GRADE SLAB IN A SINGLE
<br />POUR, SEE 2/51 FOR REINFORCING PLACEMENT DETAIL,
<br />2, C,I,P, CONCRETE WALLS AT THE PERIMETER & INTERIOR OF THE
<br />VAULT, SEE 63 FOR THICKNESS & REINFORCING. PROVIDE ADDED
<br />REINF AT PIPE PENETRATIONS AS SHOWN IN 3/61. PROVIDE REINF @
<br />ALL WALL CORNERS AS SHOWN IN 3/52,
<br />3, THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB,
<br />SEE WALL SECTIONS FOR SIZE & REINF LINO,
<br />4. 12-1/2" THICK PRECAST HOLLOW CORE PLANK, SEE DESIGN CRITERIA
<br />NOTES ON SHEET 51 FOR PLANK LOADING REQUIREMENTS,
<br />5, PIPE INLET OR OUTLET TO VAULT, SEE CIVIL DWGS FOR PIPE
<br />DIAMETER, LOCATION & INVERT ELEVATION, SEE 3/51 FOR WALL
<br />REINF @ PENETRATION, ADDITIONAL REINF IS NOT REQUIRED FOR
<br />PIPES LESS THAN 81'0 PROVIDED THEY ARE PLACED BETWEEN THE
<br />TYPICAL WALL REINFORCING.
<br />6, 24" DIAMETER OPENING w/ KNEEWALL TO ACCEPT RISERS, LADDER,
<br />RING AND LOCKING MANHOLE COVER PER CIVIL DRAWINGS. SEE 1/52
<br />FOR LID REINF AT OPENING,
<br />6A, 24" DIAMETER OPENING w/ KNEEWALL TO ACCEPT INLET GRATE, SEE
<br />1A/92 FOR LID REINF AT OPENING,
<br />7, 4FT WIDE OPENING WITHIN INTERIOR WALLS, SEE A/53 FOR WALL
<br />REINF, @ OPENING,
<br />8, POUR SLOTS IN TOP OF PLANK, MANUFACTURER TO PROVIDE A
<br />MINIMUM OF 3 SLOTS @ EACH END OF EACH PLANK, PLANK
<br />MANUFACTURER MAY REQUIRE GROUTING OF ADDITIONAL CELLS
<br />BEYOND THE MINIMUM SHOWN, THE GENERAL CONTRACTOR SHALL
<br />INCLUDE GROUTING OF THESE ADDITIONAL CELLS IN HIS BID, SEE
<br />WALL SECTIONS FOR REINFORCING,
<br />9, PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL
<br />TO THE PERIMETER VAULT WALLS AND C.I.P. LID, LOCATE BLOCKOUTS
<br />APPROXIMATELY AS SHOWN ON THIS PLAN, SEE WALL SECTIONS &
<br />DETAIL FOR REINFORCING.
<br />10. 5FTx10FT OPENING TO RECEIVE RAISED OPEN METAL BAR GRATING
<br />w/ INTEGRAL 36" x 36" HINGED ACCESS HATCH, SEE B/93,
<br />11, HATCHED AREA REPRESENTS A 36" WIDE x 12-1/2" THICK CAST IN
<br />PLACE CONCRETE BM, SEE 7/63,
<br />12, ADD (2)-#6x15'-0" @ Yo/c ALONG THE INSIDE FACE OF THE VAULT
<br />WALL NEAR THE TOP OF THE WALL, PLACED AS SHOWN.
<br />13, 8" THICK KNEEWALL. REINF w/ #5@12"o/c HORZ, AND VERT, PLACED
<br />AT THE CENTER OF THE WALL. PROVIDE (2)-#5 HORZ AT THE TOP OF
<br />THE WALL & (2)45 VERT AT THE FREE ENDS OF THE WALL,
<br />EXTEND VERT BARS 11" INTO THE 12-1/2" THICK LID CLOSURE POUR,
<br />SEE 2/52 FOR FTG INFORMATION,
<br />14, HATCHED AREA REPRESENTS 12-1/2" THICK CAST IN PLACE CONCRETE
<br />LID, SEE 4 & 5/61 FOR REINF,
<br />15. 41's PRESSURE RELIEF VALVE, SEE WALL SECTIONS AND STRUCTURAL
<br />NOTES FOR ADDITIONAL INFORMATION,
<br />LEGEND
<br />ITOV
<br />INSIDE TOP OF VAULT LID ( TOP OF CONCRETE WALLS )
<br />IBOV
<br />INSIDE BOTTOM OF VAULT ( TOP OF GRADE SLAB )
<br />�--�
<br />GRATING SPAN DIRECTION
<br />CIP CONCRETE WALL,
<br />CONCRETE SPREAD FOOTING
<br />F24x12
<br />24" WIDE x 12" THICK FTG SEE 1 & 3/53
<br />F40x12
<br />40" WIDE x 12" THICK FTG SEE 2/53
<br />F3Ox12
<br />30" WIDE x 12" THICK FTG SEE 2/52
<br /><
<br />DRECTION OF DOWNWARD SLOPE
<br />THRU WALL PRESSURE RELIEF VALVE
<br />CONSTRUCTION LOADS
<br />THE VAULT LID HAS BEEN DESIGNED TO CARRY THE "DESIGN
<br />LOADS" ONLY AFTER VAULT CONSTRUCTION IS COMPLETE, ALL
<br />DESIGN CONCRETE AND GROUT STRENGTHS HAVE BEEN ACHIEVED,
<br />AND ALL COVER HAS BEEN PLACED OVER THE VAULT WITHIN THE
<br />LIMITS SPECIFIED ON THIS DRAWING. "BOBCAT" OR OTHER LIGHT
<br />EQUIPMENT SHALL BE USED FOR PLACEMENT OF MATERIALS OVER
<br />THE VAULT LID, ALTERNATIVELY, ALLOWABLE UNIFORM LOADS ON
<br />THE BARE SLAB CAN BE OBTAINED FROM THE PLANK MFGR
<br />....,,..777�,.
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