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SUPPORT BOLT AND FACE PLATE (4'/2" TOP SLAB
CURB LINE r
SAeX 10" FACE PLATT 1/4" RADIUS 4
RE O ARS XCING (W+60)STEEL ADDITILa1ClA LE O
CATCN BASIN STANDARD PLAN
s
Be v;. - • : •.::
11/14" RADIUS •
t
0
•
A i. • •, ��
HEX. NUT@
` I %o` HOLE NI PL ATT
a
N
We DIAMETER MM I EMM- I" C. C. On VAn"T WLT
FOR SET SCREW. NONE REQUIRED FOR CURB FACE LESS
Ih" RADIYS THAN 7". THREE REQUIRED FOR ?"CURB FACE. ADD ONE
• •% COUNTERSINK FOR EACH INCH OF CURB FACE GREATER
•� . THAN 7"
• I' SUPPORT BOLT
;.:. • •'•• LENGTH • C. F. PLUS 6"
• : �' . • • i( A • I G! FOR CUM BAT TER LESS THAN t 1 It
'• , ' • S FOR CURB BATTER t- It TI4RU 4: It
' ' • • • ' •� • • • AS SHOWN ON PLANS FOR ALL OTHER
CURB SATTER
� T
i
fiECTION
OPENING POR CONC.
PLACEMENT (TYR)9/K" X 10" LOCATE WELDS Ilii
FACE PLATE / LONGER SPAN SEr-
INTERM FACE OF CATCH ' CE PLA MENT
BASIN END WALL FACE PLATA I/4
HOIE(TYR)
SQUARE CARRIAGE
w
HOLES BOLTS AND
w ' I I • HEX. NUTS - h
I ANCHOR
w w w t" " 1/4 t
ENO ANCHOR(TYPISPL CE PLATE :« �« 4- t" ANCHOR
I ,
JOINT
ENQ DETAIL SPLICE DETAIL
SUPPORT BOLT AND FACE PLATE (6 " TOP SLAB)
CURB LINE le •
G • • 3-#4 BAA@ X(W♦G") NI ADDITION TO
FACE PL
/ X 1LA Gw REINFORCING STEEL PER APPLICABLE
�
CATCH BASIN STANDARD PLAN
= 1/4' RADIO$
Alyj". 301 \ ,
�,' j SURFACE COURSE TO BE IDEN- i
/ TICAL WITH ADJOINING SPECIAL «
G9 :�•�':. '. /0 SIDEWALK AS SHOWN ON PL ;
11/16" RADIUS10
�i� •
o
eel
1`' I INLATE
y � P
w�
I
NOTE
FOR DETAILS NOT S IOGIN, SEE FMC!
/ /• : • PLATE (4-I/t" TOP SLAB) SHEET 1.
T
SECTION
OKNIlIG FOR CONC. LOCI" WELDS 0
PLACEMENT (TYP.) LONGER SPAN SEG -
INTERIOR FACE OF CATCH,9/00 w FACE PLATE MENT
BASIN END WALL /N X 13 1/
FACE PLATE
3/4" DIA.
HOLE(TYP)
Ito w
16.
- --�-- SQUABS COA
;XIA'61
0 a ( (' MOLES BOLTS AND
I ME X. NUTS • ' • iA
ANCHOR
9"X We X S"
to t" 1/4 ! ANCHOR
ENO ANCHOR(TYR) SPLICE PLAT[ to 4" 4' _~
N AI
-JOINT '
END DETAIL SPLICE DETAIL
FACE PLATE ANCHORS
PICAL
ice•. •.'i' •� ••••'• � ; , � '..'•�
• _ t ....
-V•
C4
•1
/
14" 0 STEEL ANCHORS, 21" O.C. MAX.,
ALTERNATE UPPER AND LOWER
ANCHORS AS SHOWN
NOOK ANCHOR - 4'/2" TOP SLA jj
TYPICAL
•• .• • .
. ,•u Itgo
• •
�.
"h" 0 X S" STEEL ANCHORS, 15" O.C. MAX.,
ALTERNATE UPPER AND LOWER ANCHOR'S
AS SHOWN
[IOUND HEAD ANCHOR - 41/E" TOP SLAB
1/4 V 2
'h" 0 STEEL ANCHOR,
21" O.C. MAX., ALTERI
UPPER AND LOWER
ANCHORS AS SHOWN
HOOK ANCHOR - 67 TOP SLAB
PROTECTION BAR AND SUPPORT BOLT(S) WITH
ADJUSTABLE STIRRUP(S)
- (TYRE A)
COUPLING AANDANCHOR WSIT FACE PLAT[ ITH
3/4" DIA. PROTECTION BAR
SCREW SUPPORT BOLT vIT1/
ADJUSTABLE STIRRUP(TYP)
AID
END ANCHOR
ir
DOWNSTREAM
W
• • • • •
END OF BASIN
S. Si
ELEVATIO!l
3.51
FLATTEN ANCHOR EM STD. 3/r"
w S'
DRILL 1/2" HOIt, TO PREVENT TURNING STEEL PIP[
360
1/4" DEEP DRILL ANO TAP NOTE AND INSTALL
3/B"-NCXI/2"SOCKET SET�SEI/ CR
0.0
WITH 3/14" RECESSED HEX HOLE47.
�. '•
3•S
lift
r, 4
w
ooe \�
W
1
106
3/4" NOLE
M. 3/4' STEEL -COUPLNI@ PROTECTION BAR
1
TO FIT SNUG OVER ENTIRE
,
LENGTH (3/4" NPS THREAD)
0
END ANCHOR DETAIL
3• S
4
do
.IMPORT
ommummom
s•S
-, :: •..• • : DOUBLE_
PROTECTION BAR DETAIL
AMERICAN PVBL.IC WORKS ASSWATION -SOUTHERN CALIFORNIA CMAM ER
my "a
JOINT cooPERA104 cXi11MIrTEE
CATCH BASIN FACE PLATE ASSEMBLY
AND PROTECTION BAR
'rANDARD PLAN
310-0
USE WITH STANDARD SPECMATIONS FOR PUBLIC WORKS CONSTRUCTIOM
3• S•
3• S•
• • • • •
c S•
S. Si
f�
3.51
K• S'
w S'
�• S
360
16 •
1:12
0
0
3•S
3•S
16•
\ .
e
r
�
106
3/4" NOLE
l•
1
66'
21'
2:12
0
0
3• S
4
do
.IMPORT
4-S,
s•S
-
-
3.50
BOLT
- - 9h" EYE BOLT
'
"
WITH HEX NUT$
v,
" L1`
I
0
3•5
3•S
I
4•S'
PROTEt:TN>tl
BAR
/
4 -so
IB/IB'
R • sf/G'
'
4650
ADJUSTABLE
STIRRUP
li+"
1/G"RAO
/
I/t" DIA.
�
V
4:12
0
3•S•
3•S
••S
4•S•
S•s
3•s•
3•S•
�•S'
M•S•
S•S'
S'
�•s
MILL AM TAI WILT AND WSTALL •
•
' , •:. •
3/G"-NCXI/t"SOCKET SET SCREW
••.,
WITH 3/16" RECESSED HEX HOLE
PROTECTION
BARS
STIRRUP LOCATION
STIRRUP DETAIL
AMERICAN PVBL.IC WORKS ASSWATION -SOUTHERN CALIFORNIA CMAM ER
my "a
JOINT cooPERA104 cXi11MIrTEE
CATCH BASIN FACE PLATE ASSEMBLY
AND PROTECTION BAR
'rANDARD PLAN
310-0
USE WITH STANDARD SPECMATIONS FOR PUBLIC WORKS CONSTRUCTIOM
3• S•
3• S•
1
PROTECTION BAR AND SUPPORT BOLT(S) WITH
FIXED STIRRUP(S) -- (TYPE B)
IMPORT BOtT AND
9/4' OMA. PR'OTECTHM BAR
(t SECTIONS MIN.)
FIXED STIRRUP(TYR:1 THREADED EACH END(1/t"NPT)
1/t"PMT FAC[ PLATE 1/2" pwt
1/t" PM[
CAP(NPT)EYE BOLT COUPLING(NPT) EYE BOLT -,\CAP (NPT)
I. «
w,
FACE PLATE
"Ole 0
CLEVATIOH
EYE BOLT DETAIL,
FACE PLATT
T.
• . • .,
ff'
TY . 1/4 r \
SUPPORT SOIL
/ FIXED
STIRRUP / PRQTECTION $AR
Rouen / I
,STIRRUP DETAIL
gENERAL
1. ALL PARTS SHALL BE STEEL ,EXCEPT SET SCREWS, WHICH SMALL 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.
I. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON M -4F SHEAR CONNECTOR, KSN
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 SMALL BE CAST STEEL.
PROTECTION BAIR
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 IS 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-INCM LENGTH OF STANDARD V4 -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) Aft AS FOLLOWS:
MAXIMUM CURB FACE
w-64 r I r I r I lr 11• 12• 134 ]r' IS' I W f 1T I W
0:12
0
0
S. S•
3• S•
3• S•
M• S•
c S•
S. Si
3• S•
3.51
K• S'
w S'
�• S
360
16 •
1:12
0
0
3•S
3•S
16•
\ .
e
r
106
3/4" NOLE
l•
S.
66'
21'
2:12
0
0
3• S
4
do
w S•
4-S,
s•S
5-v
3.50
4.5*
- - 9h" EYE BOLT
S. S•
!tqj
WITH HEX NUT$
v,
0
0
3•5
3•S
•.S
4•S'
PROTECTION BAR
3•S
4 -so
• 5
R • sf/G'
EYE BOLT DETAIL,
FACE PLATT
T.
• . • .,
ff'
TY . 1/4 r \
SUPPORT SOIL
/ FIXED
STIRRUP / PRQTECTION $AR
Rouen / I
,STIRRUP DETAIL
gENERAL
1. ALL PARTS SHALL BE STEEL ,EXCEPT SET SCREWS, WHICH SMALL 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.
I. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON M -4F SHEAR CONNECTOR, KSN
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 SMALL BE CAST STEEL.
PROTECTION BAIR
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 IS 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-INCM LENGTH OF STANDARD V4 -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) Aft AS FOLLOWS:
MAXIMUM CURB FACE
w-64 r I r I r I lr 11• 12• 134 ]r' IS' I W f 1T I W
0 1 2• 3-
"UMBEN OF PROTECTION BAR
FOR OTHER CURS FACE OR BATTER. SEE PROJECT PLANS
• TYPE A PROTECTION BAIT ONLY
040120
L/2 (TYP.)
1
I � /
NEW OR � ' / •
EXIST. PIPE
FLOW 0 1
2.
•4 • I2'
3-•4 CIRCULAR TIES.
SEE NOTE 9
520-C-2800 CONCRETE
V (TYPA
0
0:12
0
0
S. S•
3• S•
3• S•
M• S•
c S•
S. Si
3• S•
3.51
K• S'
w S'
�• S
360
16 •
1:12
0
0
3•S
3•S
16•
10-
57•
106
•21•
60•
S• s•
S.
66'
21'
2:12
0
0
3• S
3• Sol
w S•
4-S,
s•S
5-v
3.50
4.5*
4• S•
S. S•
!tqj
OC
3:12
0
0
3•5
3•S
•.S
4•S'
S S
3•S
4 -so
• 5
S•S
S-svo
4650
�
V
4:12
0
3•S•
3•S
••S
4•S•
S•s
3•s•
3•S•
�•S'
M•S•
S•S'
S'
�•s
0 1 2• 3-
"UMBEN OF PROTECTION BAR
FOR OTHER CURS FACE OR BATTER. SEE PROJECT PLANS
• TYPE A PROTECTION BAIT ONLY
040120
L/2 (TYP.)
1
I � /
NEW OR � ' / •
EXIST. PIPE
FLOW 0 1
2.
•4 • I2'
3-•4 CIRCULAR TIES.
SEE NOTE 9
520-C-2800 CONCRETE
V (TYPA
0
L
T
12'
12'
4 •
1e"
12•
5•
24'
12'
6'
30'
16'
7'
360
16 •
9'
426
I8'
9'
46•
16•
10-
57•
le•
106
•21•
60•
LINE
11•
66'
21'
110
72"
24"
12•
6" MI
N0. Of
CIRCULAR TIES
fp
Etias,�,
3
240 TO 30'
3
33' TO ST'
4
�F
apo
CUT -
----
f
CU T NO. I
`012
7
-- - -
--- -- C
90•
NOT 2 \
LINE
,
6' MIN CUT NO. _
3.14 (Op
DETAIL "A" (SEE NOTE 10) ` INTERIOR SURFACE
OF PIPE
=ONO -TUBE. OR EQll& INTERIOR FORM
CUT 00. 1: SAW THE TUBE AT AN ANGLE OF A/Z w1TH THE TRANS- DETAIL •B"
VERSE 'PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTION'S
TOGETHER FORMING THE DEFLECTION ANGLE A. TYPICAL JOINT FOR
CUT NO. 2SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (Dp-O ) INCHES WIDE ON THE SIDE OPPOSITE THE OPEN REINFORCED CONCRETE PIPE
JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT ON HORIZONTAL
THE TUBE IN THE PIPE. CURV
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 0.10 OF A FOOT PER FOOT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 10, 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 3', BUT LESS THAN
6', 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.
S. WHEN D IS EQUAL TO OR LESS THAN Oe. JOIN INVERTS AND
WHEN DI IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 72' 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.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 21' AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME ENDS IS 3' OR LARGER.
CIRCULAR TIES
PIPE
DIAMETER
N0. Of
CIRCULAR TIES
21. OR LESS
3
240 TO 30'
3
33' TO ST'
4
600 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 CALIFORMA CHAPTER
MBY1WAPWAM
JOB1T (OPERATIInaVE C0111MiTEE
CONCRETE COLLAR FOR RCP
STANDARD "AN
380-1
12 INCHES THROUGH 72 INCHES
RTV. ISN
USE VM STANDARD SPECIPICATKINS FOR PLO" WOlI1C$