HomeMy Public PortalAbout382652N
0
O
m
m
O
BACK OF
CURB. -\
24"
TOP OF /
CURB. —
WATERLINE
IN GUTTER.
6"±
A
R
54"
54"
i
3/4"
EXP. JT.
FACE
OF STONE.
B
re)
0
cn
3/4"
EXP. JT.
NOTES:
1) ALL INLETS OR INLET MANHOLES CONSTRUCTED
WITHIN OR ABUTTING A PAVED AREA SHALL HAVE
GUTTER SUMPS.
2) THE PAYLINE FOR THE SUMP SHALL BE CONSIDERED
2' WIDE BY THE ACTUAL LENGTH.
31"
SHAPE SURFACE FROM
LIP CURB TO VERTICAL
CORNER OF INLET.
3"
SHAPE SURFACE FROM
LIP CURB TO VERTICAL
CORNER OF INLET.
1'
rn
EDGE OF SILL.
1 J, 1 J, 1 J, 1
0
1'J
OUTER EDGE OF SUMP
DOWNSTREAM HALF OF SUMP. B
WATERLINE
1
6"
6'' 1'
w\
rn
w
—12"
12" BACK OF
LIP CURB.
6",,,,--TOP OF CURB
LINE OF
GUTTER SUMP.
UPSTREAM HALF OF SUMP.
PLAN OF GUTTER SUMP
\TOP OF INLET.
I $
h1
N—TOP OF SILL.
6"
5"
SUMP FLUSH WITH TOP OF SILL AT SILL. -'
FRONT VIEW OF GUTTER SUMP
TOP OF
NORMAL CURB.
EDGE OF
SILL.
1" ASPHALTIC
SEALER.
3/4" EXP. JT.
MORTAR JOINT.
MORTAR JOINT.
SECTION B—B
4'-6"
3" MAX.
WATERLINE
IN SUMP.
WATERLINE
IN GUTTER.
WATERLINE
IN GUTTER.
LIMIT OF
2'-0'
GUTTER SUMP. "K
WATERL NE
WARP AND SHAPE SURFACE
FROM CURB TO VERTICAL
CORNER OF INLET THROAT.
DIRECTION OF FLOW.
FOR INLET AT LOW POINT IN
GRADE, SUMP IS SYMMETRICAL
ABOUT CENTERLINE OF SUMP
AS SHOWN FOR UPSTREAM.
BACK LIP CURB
FACE OF
INLET STONE.
3/4" EXP. JT.
& 1" ASPH. JT.
SEALER.
MORTAR
JOINT.
SECTION A —A