CATCH BASIN No. 3A

5 "
7 "
1’-10 " 1 "
"
"
6"
(Typ.)
4" (Typ.)
2’-1"
3’-2"
PLAN
2’-6"
2’-1"
BACK VIEW
" (Typ.) 2’-6"
1" (Typ.)
1" rad. (Typ.)
3’-2"
FRAME
FRONT VIEW
1" (Typ.)
6" (Typ.)
3" (Typ.)
" (Typ.)
1" rad.
(Typ.)
3" (Typ.)
" rad.
(Typ.)
3" (Typ.)
4" (Typ.)
2"
1’-3"
9 " 5 "
1"
2"
1" (Typ.) 1" (Typ.)
2’-5"
Grate size
SECTION C-C
DIAGONAL GRATE
(See Sht. 1/2)
SECTION D-D
2’-5" x 1’-4" x 2"
DUMP NO WASTE DRAINS TO WATERWAY
Finished
FRONT VIEW
Finished
5
CURB CASTING CURB CASTING
60
7 "
SECTION Y-Y
(See Sht. 1/2.) Direction of flow for
grate as shown
"
1"
3" (Typ.) 1’-6" (Typ.)
3"
6"
1"
bolt hole
"
3’-6"
2"
"
3" rad.
"
"
" radii
all bar edges
Y Y
PLAN END VIEW FRAME
6" 2’-6"
6"
1" rad.
(Typ.)
3’-6"
"
"
"
6"
1’-6" (Typ.) 3" (Typ.)
rad.
1" rad.
1" rad.
" rad.
"
2" rad.
1" rad.
(internal)
2"
"
4"
2"
1’-4 "
"
1 "
9"
"
1"
rad.
"
1"
2"
END VIEW
10 bars @ 2" "
1" rad.
2’-0"
5"
2’-5"
PLAN
GRATE "V"
1’-6 "
1’-5"
1’-2 "
6"
2"
"
3"
1"
1 "
1"
1" rad.
1"
" rad.
4"
2" (Typ.)
5 "
1"
1 " 1 "
bolt hole
9" rad.
STATE OF OHIO DEPARTMENT OF TRANSPORTATION
SCD NUMBER
REVISIONS
7-20-01
7-19-02
7-15-05
ROADWAY
HYDRAULIC
ENGINEER
STANDARD HYDRAULIC CONSTRUCTION DRAWING
C A TC H BA SIN No. 3A
C B-2.2
2 2
STATE HYDRAULIC ENGINEER
7-20-12
1-18-13
O FFICE O F
Cozzoli
Matt
ENGINEERING
HY D RA ULIC