HomeMy WebLinkAbout3935-10cc z
_J10 I CONNECTOR: PIPE
OPTIONAL $USGRADE OR MONOLITHIC
CATCH BASIN
ow S CONNECTION
DOWEL (TYPJ
PLAN
STRUCTURAL
DATA
BRASS CAP /A( THE CONCRETE BASE OF' THE BRG. N089*59'Jl'wE-
IWw
#0 ' 'i
ml
Irl
DIMENSIONS
AN
ELE11VA 0,N."",428 6 0 9
REINFORCEMENT
REQUIREMENTS
Prepicred Under The Supervision Of
PREPARED IN THE OFFICE OF
.................
REINFORCEMENT
F
ROUND
STA I
REQUIRED IN
xP: 06-30-06
www.....
EDGE
c
c te
. ....... . ....
TO 75 mm
(5 R
STATION PT.
—675
FACE
............
PLATE
IN
(mm)
(INCHES)
SCORING
cm in
w
lip
LINE
Cu a INE
2 EXTRA 15W&4)
rru
STEPS
III
ON 2 SIDES OF
MANHOLE FRAME
SEE PROJECT PLANS
FOR W > 9 w428% V > 3.5 mV21): OR
i0o mm
. ..... .....
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STMDARD PLkN
AND COVER
GREENSOOK COMITTEE
300-2
Is"
(41MIN.
100 mm
75
--- - ----- - -Yi
CATCH SASIN
TABLE
MANHOLE FRAME
VALUES F
A40 1111VII
rtil,TV
cc z
_J10 I CONNECTOR: PIPE
OPTIONAL $USGRADE OR MONOLITHIC
CATCH BASIN
ow S CONNECTION
DOWEL (TYPJ
PLAN
STRUCTURAL
DATA
BRASS CAP /A( THE CONCRETE BASE OF' THE BRG. N089*59'Jl'wE-
IWw
#0 ' 'i
ml
WALL AND SLAB
DIMENSIONS
AN
ELE11VA 0,N."",428 6 0 9
REINFORCEMENT
REQUIREMENTS
Prepicred Under The Supervision Of
PREPARED IN THE OFFICE OF
.................
REINFORCEMENT
F
ROUND
STA I
REQUIRED IN
xP: 06-30-06
ONTARIO, CA 91761
EDGE
c
c te
UP
TO 75 mm
(5 R
STATION PT.
OR
............
IN
(mm)
(INCHES)
lip
rru
III
8 > 42 P441)
SEE PROJECT PLANS
FOR W > 9 w428% V > 3.5 mV21): OR
. ..... .....
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STMDARD PLkN
PRQM"CATEO BY THE METRIC
PUEX WORKS STANDARDS INC, CURB OPENING CATCH BASIN
GREENSOOK COMITTEE
300-2
Is"
REM I M SHEET I OF 2
Dm ul- "m 3:77WM13
STANDARD PLAN
300-2
BRASS CAP /A( THE CONCRETE BASE OF' THE BRG. N089*59'Jl'wE-
IWw
#0 ' 'i
ml
SHEET 2 OF 2
9L MAIN LINE RCP OR
REINFORCED MONOLITHIC
H. SEE NOTE
80 mm (301 I.
fps
mm
tll-rt�mmtD VV4;
CONCRETE CRADLE.
465-g-jg 1,450-C-2*0*1.
6111AIIWNIIIIV���
ar ilp�jjiii 1 11 1
, 'Ill
SECTION M -M
Vra
-rrTAM
c
—2
SHEET I OF 2
p
SEE
t MAIN LINE NOTE 8
TABLE
BRASS CAP /A( THE CONCRETE BASE OF' THE BRG. N089*59'Jl'wE-
THE SOUTH LEG OF AN SCE TOWER A LONG THE CL SUMMIT AVE
J4J'NORTH OF HIGHLAND, 0.2 Y/ WEST
OF SAN SEVAINE RD., 2.65 M1 WEST AS SHOWN ON TR NO.
16427-1, U.B. 29617-11.
FOR DIMENSIONS
ELE11VA 0,N."",428 6 0 9
AND BAR SIZES
Prepicred Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, ING�m
F
ROUND
STA I
760-A S. ROCHESTER A VENUE-
xP: 06-30-06
ONTARIO, CA 91761
EDGE
c
c te
UP
TO 75 mm
(5 R
STATION PT.
OR
T
IN
(mm)
(INCHES)
lip
--- - ----- - -Yi
TABLE
VALUES F
rtil,TV
mm
tll-rt�mmtD VV4;
CONCRETE CRADLE.
465-g-jg 1,450-C-2*0*1.
6111AIIWNIIIIV���
ar ilp�jjiii 1 11 1
, 'Ill
SECTION M -M
Vra
-rrTAM
c
—2
SHEET I OF 2
p
SEE
t MAIN LINE NOTE 8
STANDARD PLAN
TRANSITION STRUCTUR
340-1
PIPE TO PiIPE SHEET20F2
. .
BENCH MARK. 18-17
TABLE
BRASS CAP /A( THE CONCRETE BASE OF' THE BRG. N089*59'Jl'wE-
THE SOUTH LEG OF AN SCE TOWER A LONG THE CL SUMMIT AVE
J4J'NORTH OF HIGHLAND, 0.2 Y/ WEST
OF SAN SEVAINE RD., 2.65 M1 WEST AS SHOWN ON TR NO.
16427-1, U.B. 29617-11.
FOR DIMENSIONS
ELE11VA 0,N."",428 6 0 9
AND BAR SIZES
Prepicred Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, ING�m
F
STA I
760-A S. ROCHESTER A VENUE-
xP: 06-30-06
ONTARIO, CA 91761
NE (.9 0 37-9151
c
c te
UP
STATION PT.
OR
T
(mm)
(INCHES)
lip
--- - ----- - -Yi
STANDARD PLAN
TRANSITION STRUCTUR
340-1
PIPE TO PiIPE SHEET20F2
. .
BENCH MARK. 18-17
. ................ . . . . . . .... . ......
OASIS OF BEARINGS -
BRASS CAP /A( THE CONCRETE BASE OF' THE BRG. N089*59'Jl'wE-
THE SOUTH LEG OF AN SCE TOWER A LONG THE CL SUMMIT AVE
J4J'NORTH OF HIGHLAND, 0.2 Y/ WEST
OF SAN SEVAINE RD., 2.65 M1 WEST AS SHOWN ON TR NO.
16427-1, U.B. 29617-11.
OF SIERRA AVE
ELE11VA 0,N."",428 6 0 9
Prepicred Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, ING�m
No. 36637 c�
760-A S. ROCHESTER A VENUE-
xP: 06-30-06
ONTARIO, CA 91761
NE (.9 0 37-9151
c
c te
UP
t- 11 14 1-
330-C-23 (560-C,-3250) CONCRETE
25 mm W) (TYPJ
"I
N
48
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