HomeMy WebLinkAboutR-382318d -
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41-011 L 4'-011
I OV=210,40 S3
581_0"
56'-011
40'-0"
F34x12
61
81-011
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CW -3 IBOV=210.40___' _
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CW -3 ,
1 IBOV=209.90
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21112
IBOV=213.20
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F58x12
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CW -2 1 5" THICK CONCRETE
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IBOV-213.20_ 13
_____________________
10" L L 4'-0" L 41.0"
FOUNDATION PLAN
SCALE 3/16" = 11-011
MARK
THICKNESS
VERT REINF
HORZ REINF
CW - 1
811
#5@12110/c
#5@12110/c
v
CL.
THE BACKFILLED OR EXTERIOR SIDE OF THE WALL,
CENTER
CENTER
CW - 2
1011
#6@10110/c
#5@12"o/c
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2c
DOWNWARD SLOPE
INSIDE FACE
INSIDE FACE
CW - 3
1211
#7@101'o/c
#5@1211o/c
CW -1
CONC WALL MARK. SEE A/52
INSIDE FACE
INSIDE FACE
pZ
F,.,
O
U
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NOTES:
1, SEE 1/S2 FOR TYP PERIMETER WALL SECTION
p, SEE 11/53 FOR TYP WALL CORNER REINF.
3, SEE 3/61 FOR TYP WALL REINF AT PIPE PENETRATIONS.
4, SEE A/53 FOR TYP WALL HEADER REINF AT OPENINGS WITHIN
INTERIOR WALLS,
5. PROVIDE (2) #5 CONT HORZ BARS AT TOP OF THE WALL.
6, PROVIDE 121 #5 VERT @THE FREE END OF ALL WALLS,
REINF LOCATION NOTES
EACH FACE
PLACE BARS ON EACH FACE OF THE WALL,
INSIDE FACE
PLACE VERT, BARS NEAR THE INSIDE FACE OR
ITOV
VAULT INTERIOR SIDE OF THE WALL,
OUTSIDE FACE
PLACE VERT, BARS NEAR THE OUTSIDE FACE OR
v
CL.
THE BACKFILLED OR EXTERIOR SIDE OF THE WALL,
CENTER
PLACE VERT, BARS AT THE CENTER OF THE WALL,
CONCRETE WALL SCHEDULE
SCALE N/A
CW_1 I
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CW -2 I
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IBOV=212.64
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SLAB ON GRADE TYP
CELL 8 �2�'
13
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2 '
1 16
CW -2 ► ! ;
___________ ____________________ __________________ __________ __—__� �J
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CELL 1
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- IBOV=213.20
10"
21 81
0' 4' 16'
TYP PERIMETER WALL SECTIONS
SCALE NA
A. 6110 PERFORATED PVC FTG DRAIN. SET IE
@ EL=213.20 & ROUTE DRAIN TO DISCHARGE
POINT AS SHOWN ON THE CIVIL DWGS,
B. PROVIDE 4" RIBBED PVC WATERSTOP w/
CENTER BULB AT ALL PERIMETER WALLS
OF THE VAULT, INSTALL WATERSTOP IN
ACCORDANCE WITH ALL MANUFACTURERS
INSTRUCTIONS.
C. DRAINAGE PANEL (MIRADRAIN 6000 OR
EQUIVALENT) TO EXTEND FROM THE WALL
BACKFILL DRAIN TO THE TOP OF THE
VAULT, A 1211 THICK LAYER OF
FREE -DRAINING GRANULAR FILL MAY BE
USED IN LIEU OF THE DRAINAGE PANEL,
D. SEE DETAILS AND SCHEDULES FOR
FOOTING, WALL & LID INFORMATION AND
REINFORCING.
E. PROVIDE COMPACTED NATIVE FILL AT
CELL 1 AS SHOWN,
LID PLAN
SCALE 3/16" = 1'-0"
CONSTRUCTION LOADS
THE VAULT LID HAS BEEN DESIGNED TO CARRY THE
"DESIGN LOADS" ONLY AFTER VAULT CONSTRUCTION
IS COMPLETE, ALL DESIGN CONCRETE AND GROUT
STRENGTHS HAVE BEEN ACHIEVED, AND ALL COVER
HAS BEEN PLACED OVER THE VAULT WITHIN THE
LIMITS SPECIFIED ON THIS DRAWING. "BOBCAT" OR
OTHER LIGHT EQUIPMENT SHALL BE USED FOR
PLACEMENT OF MATERIALS OVER THE VAULT LID.
ALTERNATIVELY, ALLOWABLE UNIFORM LOADS ON
THE BARE SLAB CAN BE OBTAINED FROM THE
PLANK MFGR.
DIMENSIONS & ELEVATIONS
THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL
BE RESPONSIBLE FOR VERIFYING ALL D]MENSIONS
AND ELEVATIONS SHOWN ON THESE DRAWINGS
WITH THE CURRENT PERMITTED SET OF CIVIL
DRAWINGS, AND SHALL NOTIFY BOTH THE CIVIL &
STURCTURAL ENGINEERS IN WRITING OF ALL
DISCREPANCIES BETWEEN THE CIVIL DWGS AND
THESE DWGS PRIOR TO CONSTRUCTION.
PLAN KEYNOTES
1. 5" THICK CONCRETE SLAB ON GRADE REINF WITH #4@18110/c EA WAY, PLACE
ALL REINF AT MID -DEPTH OF THE SLAB, SEE 2/51.
2. C,I.P. CONCRETE WALLS AT THE PERIMETER & INTERIOR OF THE VAULT, SEE
WALL SCHEDULE A/52 FOR THICKNESS & REINFORCING, SEE 11/53 FOR REINF
@ WALL CORNERS,
3. THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB, SEE
SECTIONS FOR SIZE & REINF.
4. 12-1/2" THICK CAST IN PLACE CONCRETE LID. REINF w/ #6@8110/c T. & B.
CONT RUNNING EAST -WEST AND #5@121lo/c T. & B. RUNNING NORTH -SOUTH,
5. PIPE INLET OR OUTLET TO VAULT. SEE CIVIL DWGS FOR PIPE DIAM,
LOCATION & INVERT ELEV, SEE 3/61 FOR WALL REINF @ PENETRATION.
6. 24" DIAM, OPENING TO ACCEPT RISERS, LADDER, RING AND LOCKING
MANHOLE COVER PER CIVIL DRAWINGS. SEE 4/S1.
7, 5FTx10FT OPENING TO RECEIVE REMOVABLE OPEN METAL BAR GRATING
COVER, SEE A/51.
8. POUR SLOTS IN TOP OF PLANK, MANUFACTURER TO PROVIDE A MINIMUM OF
2 SLOTS @ EACH END OF EACH PLANK, PLANK MANUFACTURER MAY REQUIRE
GROUTING OF ADDITIONAL CELLS BEYOND THE MINIMUM OF 2. THE GENERAL
CONTRACTOR SHALL INCLUDE GROUTING OF THESE ADDITIONAL CELLS IN
HIS BID,
9, PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL TO THE
PERIMETER VAULT WALLS, LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN
ON THIS PLAN.
10, 12-1/2" THICK PRECAST HOLLOW CORE p1
11. HATCHED AREA REPRESENTS :rlvl.. x 12-1/211 THICK CAST IN PLACE
CONCRETE BEAM. SEE 9/91,
12. 5'-0" WIDE OPENING IN INTERIOR WALL SEE A/53.
13, MANHOLE ACCESS ABOVE w/ LADDER TO VAULT FLR.
14. 1211+0 THRU WALL OPNG FOR VENT PIPE, SEE 5/61
15. ADD (3)-#6x121-011 @ 3"o/c ALONG THE INSIDE FACE OF THE VAULT WALL
NEAR THE TOP OF THE WALL,
16. 48110 CATCH BASIN BASE TO ACT AS SUMP, SEE 12/53
2' 81
0' 4' 16'
LEGEND
IBOV
INSIDE BOTTOM OF VAULT
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( TOP OF PERIMETER WALLS )
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CL.
CIP CONCRETE WALL
a
CONCRETE SPREAD FOOTING
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3411 WIDE x 1211 THICK FOOTING. SEE 8/53 & 9/53
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58" WIDE x 12" THICK FOOTING. SEE 1/63
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2c
DOWNWARD SLOPE
x,75
SOIL COVER DEPTH OVER LID (FT.)
7,p
SLAB STEP SEE 1 & 2/53.
a
FOOTING STEP SEE 3/63 .
CW -1
CONC WALL MARK. SEE A/52
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