HomeMy WebLinkAboutR-382319SEE WALL
SCHEDULE FOR -
TYP WALL VERT &
HORZ REINF
N
U
THICKENED SLAB EDGE,
REINF WITH #5@12"o/c
u- HORZ, PROVIDE (2) #5 @
00 TOP OF WALL AS
c`' SHOWN,
#5@12"o/c
_ W
J
1-1/2" J
N
CLR
21-111 811
a -,o,
FOOTING @ SLAB STEP
SCALE 1"=1'-0"
#5@12"o/c HORZ & VERT ON BACK
FACE OF WALL, DOWELS TO
FOOTINGS ARE NOT REQUIRED AT
THESE VERT BARS,
24"
#5 X 30"
TO MATCH HORZ,
ALT, HOOK
- #5441144" CORNER
BARS TO MATCH HORZ
WALL REINF TYP
REINFORCING ON THE -
/ INSIDE FACE OF THE WALL
3'-10" TYP
TYP GRADE
SLAB REINF
#5 DOWEL @
12"o/c
PROVIDE 4"
RIBBED PVC
WATERSTOP
4I45 CONT,
2'-1"
TYP WALL CORNER REINFORCING
SCALE 3/4"=1'-0"
18"I I
#5x 1811 @ EA VOID
(3)-#6 CONT, BLOCKOUT SHOW ON THE
LAP 36" LID PLAN
�r a .................................
G .
d• d
#5 CONT.
(2) #5 BARS @ TOP
OF WALL
WALL VERT REINF TO
EXTEND 11" MIN, ABOVE
TOP OF WALL,
2" CLR +1/4"
_0"
4 DETAIL
S3 j SCALE 1"=1'-0"
FTG STEP DETAIL
SCALE 3/411=1'-0"
PERIMETER VAULT WALL
30"
(2)-#5x 10111 @ EA PLANK,
PLACE @ CENTER OF PLANK GROUT FILL
(3)-#6 CONT.VOID, SKEW HOOK AS
LAP 36" NEEDED, DO NOT PLACE HOOK
HORZ,
°
z: ° a a°
r d °. d
®Al
a
(2) #5 BARS @ TOP OF WALL
3" BRG. MIN,
3" BRG MIN w/ CONT NEOPREEN
BRG STRIP AS REQUIRED BY
THE PLANK MFGR, (2145 CONT.
N
#8@20"o/c PLACE @ CENTER OF WALL.
2" CLR +1/4'
_OII
DETAIL DETAIL
SCALE 11=1'-0"
#5@15"o/c
'I __.I1.5
11
11
.511
TYP KNEE -WALL FTG
SCALE 111=1'-0"
,,,,- ---- SINGLE PIECE
- OF MOLDED
FIBERGLASS
GRATING
DESIGNATION
MS -200, 2" _
HEIGHT WITH 2"
MESH. PROVIDE _
LEAST POSSIBLE
NOTCH AT
T -PIPE,
GRATING TO
BEAR 1-3/8" MIN
ONTO SUPPORT
ANGLE
48" m TYPE 2 CATCH
BASIN BASE
ROLLED ALUMINUM ANGLE 1 -1/2x1 -1/2x1/8 w/
(N-1/4"01-3/4" LONG HEX HEAD STAINLESS STEEL
SIMPSON TITEN CONCRETE SCREWS SPACED AS SHOWN,
GRATING @ SUMP
SUMP DETAIL
SCALE 3/4"=1'-0"
SEE WALL SCHEDULE
FOR TYP WALL VERT
& HORZ REINF
#5 DOWEL TO MATCH
WALL VERT REINF
SPACING,
GRADE SLAB REINF
SEE FOUNDATION
PLAN
r— N45 CONT,
(2)45 CONT,
(2)-#5x41-0" @
EA PLANK
°a An a
e
CONT NEOPREEN BRG
STRIP AS REQUIRED BY
THE PLANK MFGR.
WALL VERT REINF TO
EXTEND 11" MIN, ABOVE
TOP OF WALL
SCALE 1"=1'-0"
6
VAULT PERIMETER WALL
I2) #4 CIRCULAR TIES
CAST FTG & GRADE
SLAB AGAINST
PRECAST BASE,
(------------------------------�J---
11-511 do 11-511
TYP PERIM WALL FTG.
SCALE 1"=1'-0"
#3x8llx2411
@ 12110/c
ALONG EDGE OF
SUMP IN RADIAL
PATTERN
-------- FIBERGLASS GRATING
- COVER &SUPPORT
ANGLE
48°0
48" TYPE 2 CATCH —
BASIN BASE.
SECTION SUMP
u -
Of
0
xcno"_ i_ r`nki-r Arn4nll- i- T I n AA TA.k rel Pnr_P
CIP SLAB SECTION
SCALE 111=1'-0"
;DOLE
VERT &
ATCH
IF
:INF
IN
306
.......... .......... ...... ...
....... ...... ......... ...
1 I
1 1 1
I 1
1
... .........:.::.....:.......
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#307
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1 n ♦
302 304
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♦ `♦
304
i�
311 SPACES @ 6" o/
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1 1 1 1
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1 1 1 1
5'-01I 1 1
of
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305
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t 305
u-
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N
308
WALL REINF @ OPNG.
SCALE 1/2"=1'-0"
DETAIL KEYNOTES
301.
#5 FOOTING TO WALL DOWELS
Z
TO MATCH WALL VERTICAL
� o
REINFORCING SPACING, PROVIDE
I
STD HOOK @ END OF BAR
MENA
CAST INTO FOOTING, PLACE
MCC
ALL DOWELS @ THE CENTER
F.
=
OF THE WALL, DOWELS SHALL
N
BE EMBEDDED A MINIMUM OF
co
ca
9" INTO 12" THICK FTG AND
a
SHALL EXTEND INTO THE WALL
~
—
28" MIN.
302.
(2)-#7@ 3"o/c. EXTEND 30" BEYOND
C)
O
WALL OPNG JAMB,
303.
#4 VERT w/ 180 HOOK @ HEAD
p
OF OPNG, SPACED AS SHOWN,
304,
(2)-#5 x 4'-0" DIAGONAL BARS,
305,
PROVIDE (2)-#5 VERT EACH FREE
p
W
W
EDGE OF WALL,
306.
(2)-#5 HORZ @ THE TOP OF THE
W
WALL,
307,
#5 @12"o/c HORZ,
308,
(2)-#5x10'-0" TOP BARS WITHIN
1=
Oca
zIS
THE WALL CENTERED ON THE
Z
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WALL REINF @ OPNG.
SCALE 1/2"=1'-0"
DETAIL KEYNOTES
301.
#5 FOOTING TO WALL DOWELS
Z
TO MATCH WALL VERTICAL
� o
REINFORCING SPACING, PROVIDE
o
STD HOOK @ END OF BAR
P
v
CL
CAST INTO FOOTING, PLACE
MCC
ALL DOWELS @ THE CENTER
F.
=
OF THE WALL, DOWELS SHALL
N
BE EMBEDDED A MINIMUM OF
co
ca
9" INTO 12" THICK FTG AND
a
SHALL EXTEND INTO THE WALL
~
—
28" MIN.
302.
(2)-#7@ 3"o/c. EXTEND 30" BEYOND
C)
O
WALL OPNG JAMB,
303.
#4 VERT w/ 180 HOOK @ HEAD
p
OF OPNG, SPACED AS SHOWN,
304,
(2)-#5 x 4'-0" DIAGONAL BARS,
305,
PROVIDE (2)-#5 VERT EACH FREE
p
W
W
EDGE OF WALL,
306.
(2)-#5 HORZ @ THE TOP OF THE
W
WALL,
307,
#5 @12"o/c HORZ,
308,
(2)-#5x10'-0" TOP BARS WITHIN
1=
Oca
zIS
THE WALL CENTERED ON THE
Z
p
OPENING,
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