HomeMy WebLinkAboutR-439017FILL WITH GROUT AS
DRECTED BY PRECAST
PLANK MFGR.
CONT,
BACKER ROD
IF REO'D.
PLANK JOINT DETAIL
St SCALE 1"=1'-0"
TYP WALL REINF
ADD #5 DiAG. AS
SHOWN
FOR EACH GROUP
VERTICAL BARS C
OPENING ADD ONE
VERTICAL BAR FU
HEIGHT EA. SIDE
OPENING.
WALL REINF. @ PIPE PENETRATION
S1 SCALE N/A
ROUND SOLID .
LOCKING LiD
C.I.P. SLAB SECTION
0 MANHOLE
SEE 5IS1 FOR REINF.
0012"o/c HORZ. 6 -
VERT. ON BACK FACE
OF WALL. DOWELS TO
t. FOOTINGS ARE NOT
A REQUIRED AT THESE
VERT. BARS
�12" -
#5 X 3011
TO MATCH HORZ.
#5 x24"x24" ^.
CORNER BARS TO
MATCH HORZ
WALL REINF TYP
u
3' W
' fS x
#5 44144" CORNER BARS
TO MATCH HORZ WALL
REINF TYP
#5012"o/c HORZ. h VERT. ON <
BACK FACE OF WALL. DOWELS
TO FOOTINGS ARE NOT
REQUIRED AT THESE VERT. BARS
KNEEWALL
#5 X ___1 12" 0 12"o/c
30"
ALT. HOOK
ALT. HOOK
�Ap 3 41 P SECTION @ MANHOLE � TYP WALL CORNER REINFORCING
�� -- SCALE 3/4 =1-0
DOWELZ
AT Mia
/��I�%�ONOMe,
(CI PP,P���ri
1.p70
ICVA;
�aW��It0,SEE
3181
LID REINF @ MANHOLE
SCALE 3/411=1'-011
UTILITY VAULT CO. ACCESS
.ANK HATCH 0 VAO' OPENING
PLACED SEE CIViL DWGS FOR
EPTH OF SPECIFICATIONS.
HICK CAST
P
HA LA 811 THICK CURB
#5012"o/c VERT S HORZ w/
245 CONT HORZ BARS 0"
QB AS THE TOP OF THE WALL
15146 T 6 B 0 24" WIDE BM
#405 b/c.
2'-0"
6 CURB DETAIL 51x10" HATCH
S1 SCALE i"=11-011
1'-0"
L
17 PLANKS 0 4'-0" = 681.0"
1'-011
2
S2
- -
❑ ❑
-
❑ ❑
❑ ❑
-
❑
-
0
-
❑ ❑
13
I❑ ❑
-
❑ a
- - -
❑ ❑
---- --•-----
tl ❑
❑ ❑
-----
❑ ❑
❑ ❑
--
❑ ❑
- -
a ❑
-
❑ ❑
0 1❑
7
I
I
1
ITOV=402.00
TYP THROUGH
52
OUT VAULT.
6
9
9
0
r
7
(
I
Si
6
52
2
❑ ❑ 10
10
❑ 0
o ;o
i
+
9f
❑ a
1
1
❑ ❑:
1
d o
❑ ❑
�❑ ❑
❑ ❑
❑ n
i❑ ❑
❑ ❑
❑ ❑
10 0
-----------------
0
0 ❑
91
5
7
S1 2
S1
10
52
10'-0"
VAULT LID PLAN 21 B' 24'
SCALE 1/8" = P-011 0' 4' t6
"
68'-011
41.011 4'-0"
6' 0
TYP
4
t2
2
S2 12
St o
J7
15--
2B
IBOV=388.67
`
2
IBOV=388,67
2A
' i it
5'-0"
5
Il
5'-0"
--
9
---------------- ----- --------------------
52
_
-----------------------
l
—
--------- ---
IBOV=388.67
N
N
S2
IBOV=388,67----
52
6
I 2B t5
—-------
—' ---
i
-------g -- -- t4 2C
[ ---
a
L
2C
4
13
Ix
y.
ff
0
22TT
TYP 0 PERIMETER OF THE S2
5 52
10'-0"
VAULT 6 0 INTERIOR
2'•0"
8'-p"
tT
ttP
BAFFLE WALL
U
V
VAULT FOUNDATION PLAN z' 6' 24'
SCALE i/81, = 1'-01, 0' 4' 16'
A
'7ILITY VAULT CO, ACCESS
ATCH 0 5'x10' OPENING
EE CIVIL DWGS FOR
PECIFICATIONS.
811 THICK CURB
#5012"o/c HORZ w/ 245
CONT HORZ BARS 0 THE
TOP OF THE WALL
HATCHED ZONE
REPRESENTS 12-1/211 THICK
CLOSURE POUR AT
PERIMETER OF THE VAULT
EXTEND VERT. REINF
INTO CURB AS SHOWN.
(7 CURB DETAIL 51x10" HATCH
St SCALE i"=11-011
EXTEND
VERTICAL
WALL REINF
INTO CURB
UTILITY VAULT CO. ACCESS
HATCH 0 51xlO' OPENING
SEE CIVIL DWGS FOR
SPECIFICATIONS.
811 THICK CURB
#5012"o/c HORZ w/ 245
CONT HORZ BARS 0 THE
TOP OF THE WALL
HATCHED ZONE REPRESENTS
12-11211 THICK CLOSURE POUR
AT PERIMETER OF THE VAULT
KNEE WALL
SEE 6/62
n CURB DETAIL 51011 HATCH
St SCALE 161'-0"
PLAN KEYNOTES,-O
I
1. 4" THICK CONCRETE SLAB ON GRADE REINF
$
a
WITH 6x6-W2.9xW2.9 WWF. PLACE ALL REINF
AT MID -DEPTH OF THE SLAB, CAST GRADE
SLAB IN A SINGLE POUR.
a
2. 12" THICK CONCRETE WALLS TYPICAL AT THE
04
PERIMETER OF THE VAULT. SEE WALL
3
SECTIONS ON 62 FOR REINFORCING. PROVIDE
v
ADDED REINF AT PIPE PENETRATIONS AS
SHOWN IN 2/51, PROVIDE REINF. 0 ALL WALL
CORNERS AS SHOWN IN 4151.
2A. 8" THICK CONCRETE BAFFLE WALL. SEE 5/S2
FOR REINFORCING. PROVIDE REINF. G ALL
WALL CORNERS AS SHOWN IN 4/61.
a
2B. 8" THICK CONCRETE KNEE WALL 0 ACCESS
HATCH . SEE 3/62 FOR REINFORCING.
a
c
2C. 811 THICK CONCRETE KNEE WALL 0 55d0'
OPENING . SEE 6/S2 FOR REINFORCING,
PROVIDE REINF. 0 ALL WALL CORNERS AS
Q ^
SHOWN IN 4/S1.
3, THICKENED SLAB FOOTINGS TO BE CAST
WITH THE GRADE SLAB. SEE WALL
a
SECTIONS ON S2 FOR DIMENSIONS AND
40 w ^
REINFORCING.
w
4. ACCESS HATCH ABOVE.
c
5. PiPE INLET OR OUTLET TO VAULT. SEE CIVIL
Y "
DWGS FOR PIPE DIAMETER, INVERT
f
ELEVATION 6 LOCATION. SEE 2/51 FOR WALL
�p . I
REINF 0 PENETRATION.
:9
6. 12-112" THICK PRECAST HOLLOW CORE PLANK,
SEE DESIGN CRITERIA NOTES ON SHEET 53
D v
FOR PLANK LOADING REQUIRMENTS.
B ^ iE
7. 24" DIAMETER OPENING TO ACCEPT 241
DIAMETER RISERS, LADDER, RING AND
LOCKING MANHOLE COVER PER CIVIL
3'
DRAWINGS TYP 2 PLACES, SEE 5/S1 FOR LID
lobo AR
REINFORCING 0 OPENINGS.
8. POUR SLOTS IN TOP OF PLANK.
MANUFACTURER TO PROVIDE A MINIMUM OF 2
SLOTS 0 EACH END OF EA. PLANK. PLANK
a 2o7aa
MANUFACTURER MAY REQUIRE GROUTING OF
isrs
ADDITIONAL CELLS BEYOND THE MINIMUM OFfoxal
FSY�
2. THE GENERAL CONTRACTOR SHALL
exvlRe9 9/12/2006
INCLUDE GROUTING OF THESE ADDITIONAL
CELLS IN HIS BID,
9, PROVIDE BLOCKOUTS IN THE EDGE CELL OF
cm
THE PLANK PARALLEL TO THE PERIMETER
VAULT WALLS. LOCATE BLOCKOUTS
APPROXIMATELY AS SHOWN ON THIS PLAN.
Z
10. V-01140'+O" OPENING w/ UTILITY VAULT CO.
HATCH, SEE CIVIL DWGS FOR SPECIFICATIONS.
® d
SEE 6, 7 S 8/62 FOR CURB DETAILS 0
OPENING.
ca
if: 51-0" WIDE x 8'-0" TALL OPENING WITHIN
BAFFLE WALL. BEE 7/62,
12. "FLO CONTROL" 4110 IPS SWING CHECK VALVE.
0
(4 PLACESI TIE VALVE TO 4" 0 PTO DRAIN. 0
BASE OF WALL. SEE WALL SECTIONS ON S2.
uj
CC UJ
i5, 8'-011 WIDE x 8'-011 TALL OPNG WITHIN KNEE
P
WALL AT 5140' OPENING. SEE 6/62.
LL
14. 3'-611 SO. x 1'-3" THICK FOOTING CENTER ON
Cc
KNEE WALL LEG. REINF: wl (4)-#5 BOT. EA.
W
WAY.
5: Lu},
15, EXTEND PERIMETER WALL FTG OUTWARD, 8"
MINIMUM PAST EDGE OF KNEEWALL,
cc
LEGEND
Lu
IBOV INSIDE BOTTOM OF VAULT
(TOP OF GRADE SLAB)
ITOV INSIDE TOP OF VAULT LID
(TOP OF CONCRETE WALLS)
PERMIT SET
CIP CONCRETE WALL.
—_— CONCRETE SPREAD FOOTING.
arrrrrr CIP CONCRETE EDGE POUR OR
ACCESS HATCH INFILL
9L
CONCRETE CURB EXTENDING ABOVE
THE TOP OF THE PLANK. SEE 6, 7 b 8/$1
0
E — — DIRECTION OF DOWNWARD SLOPE.
SWING CHECK VALVE
LL.
SHtt 1
OF 3
R-439017