HomeMy Public PortalAboutBird Bath Drainage BasinA
Existing curb —.
CHRISTY heavy duty "state type"
grate and frame no. 7IS422 or
equal.
# 3 re bar welded
to frame F- 14"± --)
414
CHRISTY pre -cast
C.B. no. U2I modified
for dowelling and
IS" depth or equal
Imimr
•
NOTES:
Poured to grade
in -place
Dowelled cold
joint
CO
4
°.• A
A •¢•
v
24" A •
Drain rock
c\
+I
1' A.G. over
7" P.G.C. or
8" P. C.C. on
conc. street
6" P.C.P., A.CP,
V.C.P or
TEGHITE with
open joints
covered with
30 pound asphalt
saturated felt
pipe shall be connected to nearest storm sewer
and shall slope to drain.
7" conc. cop under A.C. shall be float -finished.
SAN MATEO
U I I
BIRD -BATH DRAINAGE BASIN
HATE DRAWN BY
lip122- E.R.R.
CNI(. BY
APPRO L D
gyp J
/-Z13-76
CITY ENGINEER
PLAN CASE
CALIFORNIA
3 I I 1441
DRAWER SHEET
+Remove and rt ldce Conc.
curb cind cjutter
-E Ist. conc. curb 4. gutter
'Payment for amen/ and
r&Place eft Of cone. Curb
ang gutter badil he included
in the unit price- laid per basins.
DEPRESSION
P,a5in DO•press 2" stow
4, 4 7 normal gutter
o Cu*. .•i
Saw',Cut
J
`HorrnoI Griujter Slope.
DETAIL C Ho scale)
Remove 8.1 'nt l feet
Existing curb
CHRISTY heavy duty "state type"
grate and frame no. 7IS422 or
-41 -, equal.
I
1
CHRISTY pre -cast
C.B. no. U21 modified
for dowelling and
18" depth or equal
NOTES:
�# 3 rebor welded
to framer,
Poured to grade
---- in -place
Dowelled cold
joint
:\
Trench
14"±
Drain rock
6ctev Cut
"A.G. over
7" P.C.C. or
8" P.C.C. on
conc. street
+1
a z. wG i4/4DtUS
"11 ZL4FITT(NG
-6" PC.P., A.CP,
VC.P or
TECHITE with
open joints
covered with
30 pound asphalt
soturated felt
rrneable Material
Cress 2. Conform:
lbo SecrGet. .Div. o
td. specificatlo s cued San.1969
6" pipe shall be connected to nearest storm sewer
and shall slope to drain.
7" conc. cap under A.C. shall be float -finished.
SAN MATEO
1-22-701 E.R.R.
DATE DRAWN BY Y
BIRD—BATHI DRAINAGE BASIN
CALIFORNIA
CHK. BY APPRO D
/•8-70
CITY ENGINEER
PLAN CASE
3
DRAWER
1
SHEET
441