SW3170303 (5)

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.ENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH MEWS OVER W-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DAMNING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC FOUR, 2" KEYWAY, OR N4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, AGO TO BLAB
AS SHOWN ON STO. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOP 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLOB. OVER
8'-0" TO 15'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
WANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE MONS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
SECTION Y -Y
RISER HT.
VARIES
o -I -
11 6"
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
A
WHERE 42" TO 54" PIPE IS USED
SECTION X -X
SEE
i SECTION J -J
WHERE 30" TO 36" PIPE IS USED
PLAN
43"NOTE:
MERE 42" TO
54" PIPE IS
USE TYPE "E", "F" AND "G"
GRATE
m
OF BOX
WIDTH
& PIPE
MIN. HEIGHT
UNLESS OTHERWISE NOTED.
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PLAN
FRAME,GRATE, & HOOD ASSY
-1
Err
3 3'-0" 31�"
SECTION - KK
ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT
WALL SECTION
SECTION - BB
2
SECTION - LL
SECTION - PP
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SECTION - NN
HOOD ELEVATION
SECTION - JJ
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44'0"
SECTION - RP
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MERE 42" TO
54" PIPE IS
USED
WIIN XO RISER
m
OF BOX
WIDTH
& PIPE
MIN. HEIGHT
Y _
Z
YIN. HEIGHT
H
COVER
DIMENSION
E F
O
Hy
BAPS -W
W. LENGTH
A
Z
CONC. IN BOX
BOTTOM TOT. CO W.
SLABAPIXIYW
NF1 N
DEDUCTIONS
GNP PIPE
C.Y,
12"
3'-0"
DO
.. --
2'-9"
p 9
=
--
--
--
°1
--
fi" "W" BARS
-i♦D_
0.295
0.7i2
0.015
=m
DO
Z
NEWS
2'-2"
�C-)n
3'-0"
0.
WE#S
m
011
0.048
24" 01
10,
1 3'-0"
O
0
0.285
0.829
0.023
0.036
18"
PUN
2'-2"
2
SECTION - LL
SECTION - PP
2
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SECTION - MM0O"GO a
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SECTION - NN
HOOD ELEVATION
SECTION - JJ
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3 fl Jar,
44'0"
SECTION - RP
D G HZH
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SST
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v
v m
M �
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F- o �I_4m
MZ�=n
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O
Z
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C13
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m M >
�mz
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O
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m Z Z
r- G)
-1 o
m
4
BAR
Lpryltp/; y
DOWEL
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
6.
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2N AND UNDER
_ DEPRESSED GUTTER LINE
EXPANSION JOINT I I
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
E%PANSION JOINT NORMAL GUTTER LINE
11
TOP
USE ON GRADES OVER 29 EL V.
-10rr I DEPRESSED GUTTER LINE
EXPANSION JOINT 6'-0'
iL�Orr IMI MAX. II
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
AND QUANTITIES
FOR DROP
PLAN OF TOP SLAB
WIIN XO RISER
m
OF BOX
WIDTH
& PIPE
MIN. HEIGHT
C7
Z
YIN. HEIGHT
H
COVER
DIMENSION
E F
O
r
BAPS -W
W. LENGTH
TOTAL
LBS.
Z
CONC. IN BOX
BOTTOM TOT. CO W.
SLABAPIXIYW
NF1 N
DEDUCTIONS
GNP PIPE
C.Y,
12"
3'-0"
DO
.. --
2'-9"
p 9
=
--
--
--
--
--
fi" "W" BARS
-i♦D_
0.295
0.7i2
0.015
=m
DO
Z
NEWS
2'-2"
�C-)n
3'-0"
0.
WE#S
m
011
0.048
24" 01
10,
1 3'-0"
O
0
0.285
0.829
0.023
0.036
18"
3'-0"
2'-2"
0.222
3'-3"
0.925
D
g
0.092
SECTION 11-11m
-v W
1ti
Y E
a
m
0.235
0.887
0.0.93
0.048
24"
3'-0"
N
9'-8"
N
w
ILL O
o
Z
O
0.235
1.001
O. D69
S
v
v m
M �
H' Z
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4
BAR
Lpryltp/; y
DOWEL
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
6.
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2N AND UNDER
_ DEPRESSED GUTTER LINE
EXPANSION JOINT I I
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
E%PANSION JOINT NORMAL GUTTER LINE
11
TOP
USE ON GRADES OVER 29 EL V.
-10rr I DEPRESSED GUTTER LINE
EXPANSION JOINT 6'-0'
iL�Orr IMI MAX. II
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
^." WEEP HOLES
I
Y -J
PLAN
WITH GRATE & FRAME REMOVED
CATCH BASIN/ AREA INLET DETAILS
NO SCALE
3
SECTION X -X
Y621NG1ULNIAL)
-FVATION -
1 0.180 0.386 2.387 0.297 0.601
RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
GENERAL NOTES:
USE CLASS "8" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH SID. ORAWING 640.86.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY WE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB
AS SHOWN ON STD. No. 840.00.
CONSTRUCT WITH PIPE GROANS HATCHING.
SEE STANDARD DRAWINO &40.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. ]BY STONE IN A
POROUS FABRIC BAS OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1".
ORAW1% HOT TO SCALE.
0.16 FRAME v
r ry��#4 BAR
B:. B B"
OI
I L=-+
DOWEL
NOTE) MAX. PIPE THIS SIDE
SECTION Y -Y
DIMENSIONS
AND QUANTITIES
FOR DROP
NIXINIIIE DIMENSIONS AN OUAXTSTIES FOR CONCRETE CATCH SASIX SASEO ON MIN. HEIGHT H
WIIN XO RISER
DIMENSIONS
PIPE SPAN
OF BOX
WIDTH
& PIPE
MIN. HEIGHT
PIPE
O
DIMENSIONS OF BOX AND PIPE
SPAN WIDTH WIDTH SPAN
p B C G
YIN. HEIGHT
H
COVER
DIMENSION
E F
BARS -U
NO. LENGTH
BARS -V
NO. LENGTH
BAPS -W
W. LENGTH
TOTAL
LBS.
CU.YOS.
TOP
SLAB
CONC. IN BOX
BOTTOM TOT. CO W.
SLABAPIXIYW
NF1 N
DEDUCTIONS
GNP PIPE
C.Y,
12"
3'-0"
2'-2"
.. --
2'-9"
-- --
--
--
--
--
--
--
--
--
0.295
0.7i2
0.015
0.02r02 6
15"
3'-0"
2'-2"
D -N
3'-0"
0.
0.033
0.048
24" 01
10,
1 3'-0"
0
0.285
0.829
0.023
0.036
18"
3'-0"
2'-2"
0.222
3'-3"
0.925
I
O_
0.092
0.127
H
Y E
a
0.235
0.887
0.0.93
0.048
24"
3'-0"
2'-2"
9'-8"
w
ILL O
o
0.235
1.001
O. D69
0.086
90"
3'-0"
2'-2"
9'-4"
4'-3"
V-2" 4'-0"
4
1'-5"
2
9'-9"
3
W-9"
39
0.123
0.321
1.433
0.092
0.127
38"
3'-0"
2'-2"
3'-10"
4 -8
1' 3" 0' 0"
4
1' 11"
3
3'-9"
3
W-9"
43
0.161
0.358
1.]14
0.192
0.178
d2"
3'-0"
2'-2"
4'-6"
5 -9
i'-6" 3'-2"
9
1'-8"
2
2'-H"
3
V-11"
32
0.112
0.318
1.]38
0.180
0.249
48"
W-0"
2'-2"
5'-0"
5'-8"
2'-O" 3'-2"
4
2' 3"
3
2'-1 t"
3
2'-11"
95
0.145
0.352
2.052
0.295
0.31>
54"
3'-0"
2'-2"
5'-i"
6'-3"
2'-7" 3'-2"
4
2'-10"
5
2'-11"
3
2'-11"
4
^." WEEP HOLES
I
Y -J
PLAN
WITH GRATE & FRAME REMOVED
CATCH BASIN/ AREA INLET DETAILS
NO SCALE
3
SECTION X -X
Y621NG1ULNIAL)
-FVATION -
1 0.180 0.386 2.387 0.297 0.601
RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
GENERAL NOTES:
USE CLASS "8" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH SID. ORAWING 640.86.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY WE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB
AS SHOWN ON STD. No. 840.00.
CONSTRUCT WITH PIPE GROANS HATCHING.
SEE STANDARD DRAWINO &40.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. ]BY STONE IN A
POROUS FABRIC BAS OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1".
ORAW1% HOT TO SCALE.
0.16 FRAME v
r ry��#4 BAR
B:. B B"
OI
I L=-+
DOWEL
NOTE) MAX. PIPE THIS SIDE
SECTION Y -Y
DIMENSIONS
AND QUANTITIES
FOR DROP
INLET(BASED
ON MIN. HEIGHT, H)
DIMENSIONS
PIPE SPAN
OF BOX
WIDTH
& PIPE
MIN. HEIGHT
CUBIC YARDS
WHO. IN BOX
DEDUCTIONS FOR
ONE PIPE
D A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
c'w umilwl
c
12" W-0"
2'-0"
2'-0
0.222
0.222
0.582
U
0.015
0.028
15"
2-9
h
ZX
OUx
0648
.703
0.029
0.036
18"
a
2--6
D -N
F -
0.
0.033
0.048
24" 01
10,
1 3'-0"
0
0.814
0.059
0.085
30" 3'-0"
1 2'-0"
1 3'-8'
0.222
0.222
0.925
I
O_
0.092
0.127
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SHEET NUMBER
CD4