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I
SUPPORT BOLT AND FACE PLATE (4'/z" TOP SLAB
suns LNIE 1 111111,
T' '
S/V6" x 10" FACE PLATE 1/4" RADIUS i - 04 BAR'S X (W • 6*1 IN ADDITION TO
"'\IREINFORCING
STEEL PER APPLICABLE
CATCH BASIN STANDARD PLAN
=
s
3.5'
3 - 04 BARS X (V + 6") IN ADDITION TO
sad' -
, - _ •,:• ~ ': .:.~
II/ie" RADIUS
5.5
3• S•
CATCH BASIN STANDARD PLAN
•
~ ', 40
4.50
=
m I�w
4A
; �: •
'
'
ZZr
SURFACE COURSE TO BE IDEN-
° :' • ". :;
•
HEX. NUTS
tQA
1%" HOLE IN PLATE
m yl
600
N
II'
'
_� 3/M DMMETER COt1NTtR'SArwc -1' C. C. BII SVPPORT 9ftT
:°•s i . �
1:12
1/4' RADIUS
FOR SET SCREW. NONE REQUIRED FOR CURB FACE LESS
THAN T" THREE REQUIRED FOR T" CURS FACE. ADD ONE
.: • •%
COUNTERSINK FOR EACH INCH OF CURB FACE GREATER
IL
THAN T"
4.5'
5.5
• . •
I* SUPPORT BOLT
' a
LENGTH- C. F. PLUS 6"
IN PLATE
N
.
.
i
A - ICO FOR CURB BATTER LESS TMA" It 1!
: °' ,. •
:'.
:,
• • 8 FOR CURB BATTER 2:12 THRU 4: It
' ' '
° • - AS SHOWN ON PLANS FOR ALL OTHER
4.5'
CURB BATTER
T
3.5'
3• S'
SECTION
OPENING FOR COW.
S• S'
PLACEMENT (TYP.)
$A$* X IOW LOCATE WELDS IN
FOR DETAILS NOT $ROW", Ott FACE
FACE PLATE LONGER SPAN SEG -
MENT
INTERIOR FACE Of CATCN S/Isexle
PLATE (4-1/2" TOP SLAB) SHEET 1,
BASIN END WALL FACE PLATE
\ SAO DM.
HOLE (TYR1
I
t"
- -
SQUARE
- _ HOLES
CARRIAG
BOLTS AND
it"
I `-
- - I •„� • •
HEX. NUTSJa
3.5'
A
on"1II6 FOR CONC.
ANCHORIOP-
END ANCHOR(TYP1
sox " _~ 4" 4" !" ANCHOR
SPLICCEE PPLATE
L
'
JOINT
END DETAIL
SPLICE DETAIL
SUPPORT BOLT AND FACE PLATE (6" TOP SLAB
CURB LIN[
ABOMOR
CATCH BASIN FACE PLATE ASSEMBLY
O w r
/I. X 13wN
3.5'
3 - 04 BARS X (V + 6") IN ADDITION TO
FACE PLATE
6~
REINFORCING STEEL PER APPLICABLE
5.5
3• S•
CATCH BASIN STANDARD PLAN
4.5.
1/4" RADIUS
4.50
=
m I�w
3"
,
'
'
ZZr
SURFACE COURSE TO BE IDEN-
° :' • ". :;
J�// TICAL WITH ADJOINING SPECIAL a
SIDEWALK AS SHOWN ON PLANIII;
I1/16" RADIUS W
570
18'
10'
600
21'
II'
660
21'
II'
1:12
0
s
3•S'
3•S'
IL
4.5'
4.5'
5.5
,
I y " ROLE
4•S'
4•S'
IN PLATE
N
/
2:12
M�
0
3.5'
3.5'
4.5'
M• S'
5.5
3.5'
3• S'
M. S'
4-S'
S• S'
S• S'
FOR DETAILS NOT $ROW", Ott FACE
': /
/',. • .
PLATE (4-1/2" TOP SLAB) SHEET 1,
T
0
0
3.5'
E TI N
on"1II6 FOR CONC.
M•S'
LOCATE WILDS 10
PLACEMENT ITYP.)
M•5'
9/40 x 1A LONGER SPAN SEA-
NITERIOR FACE Of CATCH i • •
/IA X 13Mh
fE PLAT . MENT
BASIN END WALL
FACE PLATE
\
3/4" DIA.
HOLE(TYP)
r
±
-
s
-
4:12
1/4
-
_ �. 1 •
UARE
ELES
CARRIA ' «
BOLTS AND
ti
S•S
HEX. NUTS
• I
al-
M•5•
s
s �` I ♦ • n
7-
0oX3/eX6"
!" _" 1/4 = ANCHOR
END ANCROR(TYP) (SPLICE PLATE :" `" 4• _"
SEND DETAIL 'WWT
SPLICE DETAIL
14,10 STEE
21" O.C. M
UPPER AN'
ANCHORS
FACE PLATE ANCHORS
�-•� r
IF
'At" 0 STEEL ANCHORS, 21" O.C. MAX.,
ALTERNATE UPPER AND LOWER
ANCHORS AS SHOWN
HOOK ANCHOR - 4'/2" TOP SLAB
"V - -
0 X r STEEL ANCHORS, 15" O.C. MAX.,
ALTERNATE UPPER AND LOWER ANCHORS
AS SHOWN
ROUND HEAD ANCHOR - 41/2" TOP SLAB
•• •- •• SLAI
PROTECTION BAR AND SUPPORT. BOLT(S) WITH
ADJUSTABLE STIRRUP(S) - (TYPE A)i
INS ANCHOR WITH FACE PLATE 3/4" DIA. PROTECTION BAN
COUPLING AND SET
SCREW SUPPORT BOLT WIT" ENO ANCHOR
, r r ADJUSTABLE STIRRUP(TYP1
DOWNSTREAM
END OF BASIN i. J r
ELEVATION
FLATTEN ANCHOR END OTD. 3/4"
DRILL
TO PREVENT TURNING STEEL PIPE
1/t~Halt, ,
1/4" DEEP DRILL AND TAP ROLE ANO INSTALL _
3/6"-NCXI/2"SOCKET SET SCREW
WITH 3,116" RECESSED HEX\HOLE k -. • • '
�• a
71
r31 0 STEEL-COUPLIMO PROTECTION BAR
i
FIT SNUG OVER ENTIRE
LENGTH (3/4" NPS THREADl_'/l
' h
END ANCHOR DETAIL; N�
': • • ' • DOUBLE PROTECTION BAR DETAIL.
►• ,
SUPPORT '
- BOLT
I
PROTECTION IS/
BAR /'� ADJUSTABLE
STIRRUP
i/t~ SIA.
. N
` DRILL AND TAP ROLL AIM WSTALI1 •
3/6"-NCXI/2"SOCKET SET SCREW
WITH 3/16" RECESSED HEX HOLE
eROTECTION BAR & STIRRUP LOCATIONS STIRRUP DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULaATED BY TILE API A-Aec
JOINT COOPERATIVE19"�°
CATCH BASIN FACE PLATE ASSEMBLY
STANDARD PLAN
310-D
3.5'
,AND PROTECTION BAR
a IL
3.5'
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
4.5'
5.5
00_00_�
0 � %ant Ss �S�/1101.
. (TYIO
PROTECTION BAR AND SUPPORT BOLT(3) WITH
FIXED STIRRUP(S) - (TYPE B)
3/4~ DIA. PROTECTION SAA
OYPPORT BOLT AND (t SECTIONS MIN.)
FACE ►LATE FIXED STIRRUP(TYP) THREADED EACH END(i/t"NPT1
1/!~Pitt1✓20 PIPE 1/!" PIPS
CAP(NPT) \
,,,EYE BOLT /'COUPLING (NPT) rEYE 90LT-." ," CAP (NP
is
ELEVATION
FACE PLATE
•',•, /. .
�`\ • I
W 3/4" HOLE
-S/6" EYE BOLT
WITH HEX NUTS
PROTECTION SAN
R~ S/6~
EYE BOLT DETAIL
FMCS PLATE
/I',- TY . I/4 \
1%* ROLE
SUPPORT BOLT
co
PROTECTION BAN
STIRRUP DETAIL
GENERAL
1. 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.
FACE PLATE
S. FACE PLATE LENGTHS SHALL BE CATCH BASIN W PLUS 12 INCHES EXCEPT AS MODIFIED FOR A
"CURB OPENING CATCH BASIN AT DRIVEWAY".
6. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 22 FEET AND 43 FEET, TWO SECTIONS MAY BE
USED. WHEN THE LENGTH EXCEEDS 43 FEET, THREE SECTIONS MAY BE USED. SECTIONS SHALL BE
SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL. SPLICE SHALL BE PLACED ONE FOOT
FROM A SUPPORT BOLT.
7. 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 ONE INCH. WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD
LENGTHS SHALL BE EQUAL. CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE
SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL BE
PLACED ONE FOOT FROM THE SPLICE.
6. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H -4F SHEAR CONNECTOR, K9N
WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL.
SUPPORT BOLT
9. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING IS 7 FEET OR
GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE LESS
THAN 3 FEET 6 INCHES ON CENTER NOR GREATER THAN 5 FEET ON CENTER.
STIRRUP
10. FOR TYPE A, THE MATERIAL SHALL BE CAST STEEL
PROTECTS SAN
11. TYPE A SHALL BE USED UNLESS OTHERWISE SPECIFIED.
12. FOR TYPE A, THE BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN `W" ISS OVER 21 FEET, THE
PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN
THE PROTECTION BAR PIECES SHALL CONSIST OF A 5 -INCH LENGTH OF STANDARD 3/4 -INCH PIPE
WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLED AND TAPPED FOR A
SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR.
13. FOR TYPE B, THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDED STIRRUP ON EACH
SUPPORT BOLT ARE REQUIRED.
14. NUMBER OF PROTECTION BARS AND LOCATION(S) AR AS FOLLOWS:
MAXIMUM CURB FACE
r -d r I r I r I 10' 11• irl 134 140 1S' I K' I lr lr
s 0 1 2• 3-
NUM9ER OF PROTECTION BAIL
FOR OTHER CUM FACE OA BATTER. SEE PROJECT PLANS
• TYPE A PROTECTION BAR ONLY
A. rF J`� to
W =
ac Nb.3S275
* EXP•9/30/99
OF CI►1.� I,
. CcortQ p �
REVISIONS
The r'n"I tlltir•
-
• .. •i
•
2778
(2-914)M7-3012 )rAX M4)472-3176
PR IN UPERVIS11ON OF:
R.C.E. 35275
L/2 (TYP.)
04 0 12"
040120
�-3-•4 CIRCULAR TIES.
SEE NOTE 9
CUT -- NO. 2 CUT NO. 1
LINE
t�
• CUT
90
NO. 2
LINE
r MIN CUT W
3.14 roo •,•
DETAIL- 'A" (SEE NOTE 10�
SONO -TUBE. OR EQUAL. INTERIOR FORM
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE
RANSVERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D ) INCHES WIDE ON THE SIDE OPPOSITE THE OPEN
JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT
THE TUBE IN THE PIPE.
-520-C-2800 CONCRETE
- I• (TYPA
MOTES
D
0:110
T
0
3.5'
3• S•
a IL
3.5'
4.50
4.5'
5.5
3• S•
3.5'
4.5.
M• S•
4.50
360
42'
18'
9•
480
I8'
10'
570
18'
10'
600
21'
II'
660
21'
II'
1:12
0
0
3•S'
3•S'
3.5'
4.5'
4.5'
5.5
3•S'
3.5'
4•S'
4•S'
5•5'
O
2:12
0
0
3.5'
3.5'
4.5'
M• S'
5.5
3.5'
3• S'
M. S'
4-S'
S• S'
S• S'
3:12
0
0
3.5'
3•5'
4.5'
M•S'
S•5
3•S'
M•5'
4.5'
5•5'
S -S'
M•S'
V�
4:12
0
3.5'
3.5
4•S'
4•5'
S•S
3.5'
3•S'
M•5•
M•S•
S•S'
•S•
4.50
s 0 1 2• 3-
NUM9ER OF PROTECTION BAIL
FOR OTHER CUM FACE OA BATTER. SEE PROJECT PLANS
• TYPE A PROTECTION BAR ONLY
A. rF J`� to
W =
ac Nb.3S275
* EXP•9/30/99
OF CI►1.� I,
. CcortQ p �
REVISIONS
The r'n"I tlltir•
-
• .. •i
•
2778
(2-914)M7-3012 )rAX M4)472-3176
PR IN UPERVIS11ON OF:
R.C.E. 35275
L/2 (TYP.)
04 0 12"
040120
�-3-•4 CIRCULAR TIES.
SEE NOTE 9
CUT -- NO. 2 CUT NO. 1
LINE
t�
• CUT
90
NO. 2
LINE
r MIN CUT W
3.14 roo •,•
DETAIL- 'A" (SEE NOTE 10�
SONO -TUBE. OR EQUAL. INTERIOR FORM
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE
RANSVERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D ) INCHES WIDE ON THE SIDE OPPOSITE THE OPEN
JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT
THE TUBE IN THE PIPE.
-520-C-2800 CONCRETE
- I• (TYPA
MOTES
D
L
T
12'
12'
4'
18'
12'
5'
240
12'
6'
300
18'
7'
360
42'
18'
9•
480
I8'
10'
570
18'
10'
600
21'
II'
660
21'
II'
72" 1
24'
12'
:..,.. lie
�- INTERIOR SURFACE
OF PIPE
DETAIL "B"
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
ON HORIZONTAL
UR VE
1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 0.10 OF A FOOT PER FOOT.
2. FOR CURVE JOINTS (SEE DETAIL S. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN I`, BUT IS LESS THAN 38, A
CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH
SUBSECTION 306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 30, BUT LESS THAN
60, A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE
IS 6 INCHES OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D= D1 OR D2, WHICHEVER IS GREATER.
B. WHEN Q IS EQUAL TO OR LESS THAN Ck • JOIN INVERTS AND
WHEN DI IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 720 SPECIAL COLLAR DETAILS ARE
REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 40.
S. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
S. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
QREATER THAN 21" AND ON ALL PIPES WHERE THE SPACES
6ETWEEN THE EXTREME ENDS IS 3' OR LARGER.
CIRCULAR TIES=
PIPE
DIAMETER
NO. OF
CIRCULAR TIES
21' OR LESS
3
24• TO 30'
3
33' TO 57'
4
60' TO 72'
S
INHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 30. THE NUMBER
OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 6' OC.
10. WHERE THE PIPE IS 21. OR LESS IN DIAMETER AN INTERIOR FORM
OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE
A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN
PLACE (SEE DETAIL A). WHEN THE PIPE IS 24' OR LARGER A
REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR
JOINT SHALL BE, COMPLETELY FILLED WITH MORTAR AND NEATLY
POINTED.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED B. THE APWA-AOC
JOLT C°°�R, COMMITTEE
CONCRETE COLLAR FOR RCP
STANDARD PLAN
580' 1
12 INCHES THROUGH 72 INCHES
REV. 19"
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CITY OF FONTANA, CALIFORNIA
DRAWN BY
LCS
DESIGNED BY
SES
CHECKED BY
TM
JOB NO.
STORM DRAIN IMPROVEMENT PLANS SCALE:
DETAIL SHE
�NPOrNE �' •
I
TRACT W. 14571 & 14571-1 DATE: 7 6 �
�� t a
D / DR. N0. SHT. N0. 0
CITY ENGINEER R.C. 24 2 1 6 OF 7 ' L6