HomeMy WebLinkAbout3021-9N
i . E
OUTLINE WHERE o
E RIB JOINS RIM 0
A I lf'W
FINISHED I E OUTLINE WHERE
SURFACE N RIBS JOIN
10 mm L20 mm IO mm
16 mm (5/89 R (3/81 (3/4"1 (3/8")
GAP IN RIM OF COVER SAME ANGLE
OPPOSITE PICK HOLE 32 mm (1 1/40) THROUGHOUT
BOTTOM OF MANHOLE COVER DETAIL "C"
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA, CHAPTER
PROMULGATED BY THE
DRILL AND TAP HOLE AND INSTALL
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBOCOMMITTEE
MANHOLE FRAME AND COVER
20 mm x 32 mm (3/4' x 1 1/41
1984
1984
115 mm
SHEET 1 OF 6
STAINLESS STEEL SOCKET SET
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
I
SCREW WITH 10 mm (3/81
sp 6-
20 mm
(3/4') DIA. I
RECESSED HEX HOLE ALL
63-66
PICK HOLE
+r
°o,•o :o
THREADS TO BE NC.
° EN
50 mm x 25 mm
(2' x 1") DIAMOND
-
'�--
d.
e.
o 9
a' :. •o o• :.:o... Do
MAT 3 mm (1/8')����
- 0
N
Q
AGENCY DESIGNATED
'
PROTECTION BAR
J
R=16 mm (5/8')
DEEP
15 6 6 A 6
75
INSCRIPTION. ALL
m 90 m
90 mm
115 mm
115 mm
10
ni �� •J
�
m
\�
LETTERS 25 mm (I')
E:
21-5�1
•
o"
INSTALLATION
M
13")
HIGH -
-
... ,•'a.'
•.,=-',
ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN
LOCKING /
DEVICE /
v
`
\ E
a <,
a a '
(3/8)
OD
INSTALL M
$•1 LOCKING
\�\\I
..
0
E
90 min
x\\
/
o• o.
DEVICEEs
90 mm
90 mm
115 nxn
115 mm
i �%� rl'II
140 mm
z
At ti --
`.
tA _ LO ('K I NG DEVICE
C3 %c3
(3.5')
(4.51
(4.5')
(5.5')
(3.5')
(3.5')
(4.5')
(4.5')
E
•
2 mm (1/161
IM
3 I2
0
350 mm 0412
90 mm
90 mm
115 mm
mm (1/16")
140m
90 mm
115 m m
115 mm
0
M
140
mm
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0
'40
3 mm (1/8.)
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m ')
(4.5')
3�8•
PLAN-
(3.51
m
1
I
375 mm 05' O.C. MAX. ALTERNATE UPPER
(4.51
AND LOWER ANCHORS AS SHOWN
(3/16')
5/8'
0/21
3 mm
1/2' 0/89 R
90 mm
115 mm
115 mm
E mm
/
E Er.
mm
z
140m
il5mm
115 mm
/:
R
SEN
(3.5'1
t3.5')
(4.5')
j(1/8')
(5.51
N-
\
rn
(.4.5")
600 mm (23 5/81 OUTSIDE DIA. OF COVERco
(4.5')
(4.5")
DETAIL 'B"E
_-`
E
o
E
E
: DETAIL C
6 mm
2 mm (1/4•l
2
^'•-
20 mm
a
iv 00
12 in
12 mm
mm
.. N
.,
3 mm (I/16')R'
3/4') E
•:.�e:'
0
559 m (220) DIA.
a: 8 Q (o•--�
o
CLEAR OPENING
.,
N
559 mm (22') DIA. CLEAR OPENING
Q'.:. .
.. ;-
b :Q, p O•.�. �'
01
SECTION A -A
-~
DETAIL "B"
N
i . E
OUTLINE WHERE o
E RIB JOINS RIM 0
A I lf'W
FINISHED I E OUTLINE WHERE
SURFACE N RIBS JOIN
10 mm L20 mm IO mm
16 mm (5/89 R (3/81 (3/4"1 (3/8")
GAP IN RIM OF COVER SAME ANGLE
OPPOSITE PICK HOLE 32 mm (1 1/40) THROUGHOUT
BOTTOM OF MANHOLE COVER DETAIL "C"
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA, CHAPTER
PROMULGATED BY THE
CATCH BASIN
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBOCOMMITTEE
MANHOLE FRAME AND COVER
312-2
1984
1984
115 mm
SHEET 1 OF 6
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. THE CAST IRON USED SHALL CONFORM WITH ASTM A -48M CLASS 35B.
2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR
BITUMINOUS PAINT AFTER TESTING AND INSPECTION.
3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE OAST ON
THE BOTTOM OF THE -COVER AND ON THE INSIDE OF THE FRAME.
4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN
MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS.
5. WEIGHT OF FRAME SHALL BE 15 Kg (30 POUNDS). WEIGHT OF COVER
SHALL BE 40 kg (85 POUNDS). ACTUAL WEIGHTS SHALL BE WITHIN
A RANGE OF 95% TO 110%.
6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER
PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED
BY THE AGENCY'S MARK.
7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS
IS 13,000 kg (28,600 POUNDS).
S. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF
ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
312-1
CATCH BASIN MANHOLE FRAME AND COVER.
STANDARD PLAN
METRIC
SHEET 2 OF 2
OWNER /DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-6484
BENCHMARK:
CITY B.Y. N0. 361 ELEV.= 1365.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
MARK I BY I DATE
ENGINEER
SUPPORT BOLT AND FACE PLATE (120 mm (4 1/211) TOP SLAB)
CURB LINE 180 mm (71 3-15M (94) BARS X (W'+ 150 mm(60))
5 mm (I/4') RADIUS IN ADDITION TO REINFORCING
STEEL PER APPLICABLE CATCH
8 mm x 254 mm 1 0 mm /80 Er BASIN STANDARD PLAN
(5/16' x 10') �py E
FACEPLATE 75 mm r> / I o
CJ
�� 3I I. q r?S1• Q :q; „:Q,a Q EZj
cc 7 0 -
Lu
61
65 30 zl F6� o o`•
w 20 mm (11/1610
I" o M� F F=•�-'o '-
RADIUS lot-
wIW 4A M�
w (I 1/4 l
HEX. NUTS
30 mm (1 1/84)
m 5 mm (1/41 HOLE IN PLATE
NI RADIUS
10 mm (3/81 DIAMETER COUNTERSINK -25 mm (10) C.G. ON
SUPPORT BOLT FOR SET SCREW. NOME REQUIRED FOR
CURB FACE LESS THAN 180 mm (71, THREE REQUIRED
FOR 180 mm (71 CURB FACE. ADD ONE COUNTERSINK FOR
EACH 25 mm (11 OF CURB FACE GREATER THAN 180 mm (7').
25 mm (I) SUPPORT BOLT
LENGTH= C.F. PLUS 150 mm (61
Q.. o Ca.'.
•' .o 4A=18" FOR CURB BATTER LESS THAN 2* 12
C3 ' =9° FOR CURB BATTER 2:112 THRU 4:12
d ' =AS SHOWN ON PLANS FOR ALL OTHER
'o''• ` CURB BATTER
O �
(� T J
SECTION
OPENING FOR CONC.
PLACEMENT (TYP.) 8 mm X 254 mm LONGER LOCATE WELDS IN
INTERIOR FACE OF CATCH (5/16' X 10') SEGMENT PAN
FACE PLATE-\
BASIN END WALL 8 mm X 254 mm
7 (5/16' X 10') 1 50(2)
FACE PLATE (1/41
\\ E N
1 20 mm (3/41 DIA. 0 - E N .Lz
50 mm
E - 14 m HOLE (TYP.) _ _ o (2 v 6 50(2)
iv 1 (1/4) .,
o t3.) I 20 mm(3/4)-
--�- SQUARE I6 MMX38 mm -E a)
E.
E \ 300 mm 1 � N HOLES _ CARRIAGE ,nom-� E 150 mm \ E
BOLTS AND M o _T
In I rFi HEX. NUTS 00 2') N ,± m M
I t t ,.
E OD ANCHOR
In 'n 50 MM 50 mm
X
END ANCHOR (TVP.) 160 mm X 10 mm (2.1 1 (21 11/4)
200 mm (6'X3/8'X8' bo MMI 100 mm 100 mm ,��I
SPLICE PLATE (2') (4') (44) (2') '1 ANCHOR
JOINT
END DETAIL SPLICE DETA I L
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
CATCH BASIN FACE PLATE ASSEMBLY
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBOCOMMITTEE
AND PROTECTION BAR
310-1
1984
1984
REV. 1996
115 mm
SHEET 1 OF 6
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
FACE PLATE ANCHORS
.Q; :a:.. a o' ' :Q'. E Ems/
r�e0' :.7
to
9• o a . • q 200 mm $'
6 mm 50(2) o• I E t
re 0 C4
2 1 10 mm
13 mm (1/210 STEEL ANCHORS, r8 /o mn ' ' ,:a ,o'• o Q:
525 mm (211 O.C. MAXIMUM
ALTERNATE UPPER AND LOWER J E
ANCHORS AS SHOWN 3s E
0-
HOOK ANCHOR - 150mm (6") TOP SLAB
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
310-1
10 MMI/ TYPICAL
200 mm (8') 6
=
•
SHEET 4 OF 6
90 mm1151rxn
4
115 mm
140m
Vil
90 mm
115 mm
115mrn
M
115 mm
sp 6-
W
10 5 4 M 6
15_ 5 519 6
63-66
(3.5')
+r
°o,•o :o
.. o. - •4.
�� .q
° EN
Eco
-
/ HOLE
d.
e.
o 9
a' :. •o o• :.:o... Do
o
- 0
N
Q
112
'
PROTECTION BAR
J
R=16 mm (5/8')
I f
15 6 6 A 6
115 m m
140 mi
m 90 m
90 mm
115 mm
115 mm
10
ni �� •J
E
5
5
E:
21-5�1
•
o"
(3.51
M
BOLT DETAIL
13 mm (1/210 STEEL ANCHORS, 525 mm (2MO.C. MAX.
(3.51
ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN
HOOK ANCHOR
- 120 mm (4 1/2") TOP SLAB
10 mm TYPICAL
(3/8)
2:12
0
0
E
90 min
115 min
115 nvn
140 m
90 mm
90 mm
115 nxn
115 mm
140 --
140 mm
z
C3
C3 %c3
(3.5')
(4.51
(4.5')
(5.5')
(3.5')
(3.5')
(4.5')
(4.5')
(5.5')
(5.5')
w
IM
3 I2
0
0
90 mm
90 mm
115 mm
115m1n
140m
90 mm
115 m m
115 mm
3"8')
140
115 m m
0
'40
� rS
\L
(4.5')
3�8•
(5.5')
(3.51
(4.5")
13 mm (1/21X 200 mm (81 STEEL ANCHORS,
(5.5')
375 mm 05' O.C. MAX. ALTERNATE UPPER
(4.51
AND LOWER ANCHORS AS SHOWN
ROUND HEAD ANCHOR - 120 mm (4 1/2") TOP SLAB
.Q; :a:.. a o' ' :Q'. E Ems/
r�e0' :.7
to
9• o a . • q 200 mm $'
6 mm 50(2) o• I E t
re 0 C4
2 1 10 mm
13 mm (1/210 STEEL ANCHORS, r8 /o mn ' ' ,:a ,o'• o Q:
525 mm (211 O.C. MAXIMUM
ALTERNATE UPPER AND LOWER J E
ANCHORS AS SHOWN 3s E
0-
HOOK ANCHOR - 150mm (6") TOP SLAB
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
310-1
CATCH BASIN FACE PLATE ASSEMBLY ANDMETRIC
PROTECTION LIAR
SHEET 3OF6
PROTECTION BAR AND SUPPORT BOLT(S) WITH
ADJUSTABLE STIRRUP(S) - (TYPE A)
END ANCHOR WITH SUPPORT BOLT WITH 20 mm (3/4') DIA.
COUPLING AND SET ADJUSTABLE STIRRUP PROTECTION BAR
SCREW - FACEPLATE (TYPICAL)
` � END ANCHOR --\
I I I I I
DOWNSTREAM I'i �V-
END OF BASIN ELEVATION
STANDARD FLATTEN ANCHOR END T9 PREVENT TURNING
20 mm (3/4') DRILL AND TAP HOLE AND INSTALL
STEEL PIPE 10 mm(3/8')- NC X 13 mm(1/20) SOC- -�
KET SET SCREW WITH 5 mm (3/161
'ECESSED HEX. HOLE
50 mm 50 mm1
/ (2'1 (20) ` v
�� C w
F a= o
f M ul \\ V6
130 mmL 130 mm /
/ \
3 DRILL130
(1/20) HOLE, 5 PROTECTION BAR \\
6 mm (i/4') DEEP \
STD. 20 mm (3/4') STEEL COUPLING
TO FIT SNUG OVER ENTIRE LENGTH
(20 mm (3/4') NPS THREAD) as
END ANCHOR DETAIL
_ . DOUBLE PROTECTION BAR DETAIL
6 mm
(1 1/160) 0/41
co
E
E
' E
w
W
4~' E cp 10
U. Q `f �� I I 11 -
m m' 1 SUPPORT I I
m BOLT
vl 32 mm 3 mm (1/80)
RAD. (TYP.)
PROTE11TION
BAR / fr 13 mm (1/2") DIA.
ADJUSTABLE
Q `f STIRRUP 10 mm
1
om
10 MM 4-
f / (3/8') ..
O /
' ° ' ' .Q • • DRILL AND TAP HOLE AND INSTALL
° 10 mm(3/8')- NC X 13 mm(1/2') SOCKET
SET SCREW WITH 5 mm (3/16")
RECESSED HEX. HOLE
STIRRUP DETAIL
If
PROTECTION BAR & STIRRUP LOCATION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
CATCH BASIN FACE PLATE ASSEMBLY ANDMETRIC
310-1
PROTECTION BAR
SHEET 4 OF 6
PROTECTION BAR AND SUPPORT BOLT(S) WITH
FIXED STIRRUP(S) - (TYPE B)
SUPPORT BOLT AND 20 mm (3/41 DIA. PROTECTION
FIXED STIRRUP (TYP.) 13 mm (1/2') PIPE BAR (2 SECTIONS MIN.) THREADED
COUPLING (NPT) EACH END (13 mm(1/20) NPT)
13 mm (t/2") FACE PLATE
PIPE CAP 13 mm (1 /2') PIPE CAP
(NPT) EYE BOLT I I EYE BOLT -1 /_(NPT) ,
w
U
d
w
CD
w
U
150 mm (6')
MIN.
W/2t
ELEVATION
FACE PLATE
TYP 6 mnl(1/40) \
29 mm (1 1/8')
HOLE
coo! I f I SUPPORT
m /I BOLT
11
R=16 mm (5/8')
13 mm (1/2") DIA I
FIXED STIRRUP IPI PROTECTION
BAR
I X5/8' I
b I /
STIRRUP DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
FACE PLATE
CATCH BASIN FACE PLATE ASSEMBLY AND
PROTECTION BAR
0
90 mm
90 mm
90 mm1151rxn
4
115 mm
140m
Vil
90 mm
115 mm
115mrn
M
115 mm
sp 6-
W
10 5 4 M 6
15_ 5 519 6
63-66
(3.5')
+r
(3.5')
t4.5')
(4.5"1
20 mm (3/4') v
t3.5')
/ HOLE
(4.5'1
16 mm (5/81 EYE BOLT
j'
WITH HEX. NUTS
15 5 f3 06
112
'
PROTECTION BAR
J
R=16 mm (5/8')
I f
15 6 6 A 6
115 m m
140 mi
m 90 m
90 mm
115 mm
115 mm
140
Z
p
5
5
6o s
21-5�1
(3.5')
(3.51
(3.51
EYE
BOLT DETAIL
FACE PLATE
TYP 6 mnl(1/40) \
29 mm (1 1/8')
HOLE
coo! I f I SUPPORT
m /I BOLT
11
R=16 mm (5/8')
13 mm (1/2") DIA I
FIXED STIRRUP IPI PROTECTION
BAR
I X5/8' I
b I /
STIRRUP DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
310 - 1
SHEET 5 OF 6
CATCH BASIN FACE PLATE ASSEMBLY AND
PROTECTION BAR
NOTES=
GENERAL
I. ALL PARTS SHALL BE STEEL. EXCEPT SET SCREWS. WHICH SHALL BE STAINLESS STEEL OR
BRASS.
2. EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION.
3. CURB FACE SHALL BE AS NOTED ON THE PROJECT PLANS.
4. CURB BATTER SHALL BE 3-12 UNLESS OTHERWISE SPECIFIED.
5. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL
VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
FACE PLATE
6. FACE PLATE LENGTHS SHALL BE CATCH BASIN W PLUS 300 mm (121 EXCEPT AS MODIFIED FOR
A 'CURB OPENING CATCH BASIN AT DRIVEWAY'.
7. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 6.5 in (22') AND 13 in (43'), TWO SEC-
TIONS MAY BE USED. WHEN THE LENGTH EXCEEDS 13 m (43'), THREE SECTIONS MAY BE USED.
SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL. SPLICE SHALL
BE PLACED 300 mm (I') FROM A SUPPORT BOLT.
8. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH
FOR THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE
TRUE CURVE SHALL NOT EXCEED 25 min (10). WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD
LENGTHS SHALL BE EQUAL. CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLI-
CABLE SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL
BE PLACED 300 mm (I') FROM THE SPLICE.
9. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H -4F SHEAR CONNECTOR, KSN
WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL.
SUPPORT80LT
10. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING IS 2 in (7') OR
GREATER. AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE
LESS THAN I in (3'-6') ON CENTER NOR GREATER THAN 1.5 m (5') ON CENTER.
STIRRUP
II. FOR TYPE A. MATERIAL SHALL BE VAST STEEL.
PROTECTION BAR
12. TYPE A SHALL BE USED UNLESS OTHERWISE SPECIFIED.
13. FOR TYPE A, THE BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN 'W' IS OVER 6 in (21'), THE
PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN
THE PROTECTION BAR PIECES SHALL CONSIST OF A 125 mm (51 LENGTH OF STANDARD 20 mm
(3/41 PIPE WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLED AND
TAPPED FOR A SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR.
14. FOR TYPE B, THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDED STIRRUP ON
EACH SUPPORT BOLT ARE REQUIRED.
15. NUMBER OF PROTECTION BARS AND LOCATION(S) ARE AS FOLLOWS:
MAXIMUM CURB FACE _
150 mm 1ll 75 mm A 0 mm 2025 mm 250 mm 275 mm 300 mm 325 mm 350 375 m 400 m 425 mm 450 m
0 1 1 2*
NUMBER OF PROTECTION BAR
FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS
* TYPE A PROTECTION BAR ONLY
3*
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
0� 12
0
0
90 mm
90 mm
90 mm1151rxn
4
115 mm
140m
90 mm
90 mm
115 mm
115mrn
M
115 mm
sp 6-
W
10 5 4 M 6
15_ 5 519 6
63-66
(3.5')
(3.5")
(3.5')
t4.5')
(4.5"1
(5.5')
t3.5')
(3.5')
(4.5'1
t4.
(4.5')
10 5 5 Q 6
15 5 f3 06
112
0
O
90 mm
90 m m
90 mm
15 6 6 A 6
115 m m
140 mi
m 90 m
90 mm
115 mm
115 mm
140
Z
p
5
5
6o s
21-5�1
(3.5')
(3.51
(3.51
(4.5')
(4.51
(5.5')
(3.51
(3.51
(4.51
(4.51
(5.51
m
2:12
0
0
90 nun
90 min
115 min
115 nvn
140 m
90 mm
90 mm
115 nxn
115 mm
140 --
140 mm
z
(3.5')
(3.5')
(4.51
(4.5')
(5.5')
(3.5')
(3.5')
(4.5')
(4.5')
(5.5')
(5.5')
w
IM
3 I2
0
0
90 mm
90 mm
115 mm
115m1n
140m
90 mm
115 m m
115 mm
140 m
140
115 m m
0
(3.51)
(3.5')
(4.5')
(4.51
(5.5')
(3.51
(4.5")
(4.5")
(5.5')
(5.51
(4.51
0
V
4� 12
0
90 mm
90 mm
115 mm
115 mm
140 min
90 mm
90 MITI
mm
115 mm
140m
il5mm
115 mm
N
(3.5'1
t3.5')
(4.5')
(4.51)
(5.51
(3.5')
(3.51
(4.5')
(.4.5")
(5.5')
(4.5')
(4.5")
0 1 1 2*
NUMBER OF PROTECTION BAR
FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS
* TYPE A PROTECTION BAR ONLY
3*
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
CATCH BASIN FACE PLATE ASSEMBLY ANDMETRIC
PROTECTION BAR
310 - 1
SI FEET 6 OF 6
Q.a+12`
L� A L
SEE LIFT
DETAIL BELOW RCP
O.D.+12"
tl i
A
FRONT VIEW
t.0•
(IN.)
COVEk
(FT.)
t
(IN.)
A
BARS
�- P -
48-51
5
4
40 9
11-6
10 4 4C 6
I5 5 40 6
54-60
5
44
sp 6-
i- 8t1
10 5 4 M 6
15_ 5 519 6
63-66
5
5
4 60 6
1* -10"
10 5 5 B 6
5 5 ol 6
69-72
5
5
40 6
2-0
10 5 5 Q 6
15 5 f3 06
75-78
5
5
50 6
21- 21
10 5 6 8% 6
15 6 6 A 6
81-84
5
5
5 a 6
2-4.1
10. 5 6 & 6
15 6 6 Q 5
87-90
5
5
6o s
21-5�1
10 6 6 @ 6
I5 6 6 @ 5
93-96
5
6 @ 6
- 2'-7Is
10 6 6 C* 5-
15 6 7 e 6
FINISHED SURFACE
t
t".OVER
--- - A BARS 2a
SECTION A -A
2!AI' BARS NOT SHOWN
CLL
II .� Il •
- 611 ---'I29-
`� -�-{
LIFT DETAIL
NOTES:
1. CONCRETE SHALL BE CLASS "B"
OREINFORCING STEEL SHALL BE CENTERED IN BULKHEAD
WITH HORIZONTAL "At1 BARS TOWARDS OUTSIDE FACE OF
BULKHEAD.
3. WHERE CONCRETE BULKHEAD IS USED WITH RCB,t &
1A .BARS SHALL BE DETERMINED BY THE HEIGHT OF
THE R.C.B.
(40 LIFTS SHALL BE WOVEN STEEL CABLE WITH SAME MIN.
DIAMETER (d) AS 'W' BARS. WEAVE CABLE THROUGH
HORIZONTAL 11A/1 BARS. COAT EXPOSED PORTION OF
CABLE LIFTS WITH AN APPROVED BITUMINOUS PAINT
PRIOR TO BACKFILLING TRENCH.
REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO.
AND
WATER CONSERVATION DISTRICT
�scncn „, A►PROVEDBY.
/,+ DOIAM1
CONCRETE • BULKHEAD
TE Ep1AafR: Cl OIIEF E"GINEER R Ila 1122 SWET 160.
RfF.'o°T
DESCRIPTION APPR,DATIE HEcxcusY• [. 4 1'4 - 'r STAIi0AR0 QNAtxINC NUMtla£It' Mals or
JN545/09-21 -01/545--1 STANDBAS.DWG/S:40
,
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH INA
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN
EFFECT.
SEAL -ENGINEER
Q�o�Ess�o
V a A. sNgl
P� �i F`
� �ti� 1
UJI m
N0. 25917
* Exp. 12/31 /05 *
s
9�F ClV1�
OF CA0F
CSL ENGINEERING, INC.-
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 FAX (909) 785-5180
PREPARED BY: R.C.E. N0. 25917
EXP. 12/31 OS
' S DATE: /to- o S- a/
RICHARD A. SCIANNI
CITY OF FONTANA, CALIFORNIA
DRAWN BY: SCALE:
SE S IMPROVEMENT PLANS
TRACT 159 '� N/A
DESIGNED BY: p ETAI L �I DATE:
RAS - SEPTEMBER, 2.001
CHECKED B P ROVED- ; �.. DWG. NO. SHEET
JJL �� t � 30 9 OF 11
C ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 Z
APPR. DATE
REVISIONS
CITY
JN545/09-21 -01/545--1 STANDBAS.DWG/S:40