HomeMy WebLinkAbout3007-6PROTECTION BAR AND SUPPORT BOLT(S) WITH
FIXED STIRRUPS) - (TYPE B)
SUPPORT BOLT AND 20 mm (3/49 DIA. PROTECTION
FIXED STIRRUP (TYP.) 13 mm (1/2') PIPE BAR (2 SECTIONS MIN.1 THREADED
13 mm U/2.1FACE PLATE COUPLING (NPT) EACH END (13 mm(1/21) NPT)
PIPE CAA /--
(NPT) -, /-EYE BOLT EYE BOLTS / PIPE C(AP
�m
FACE PLATE
ELEVATION
I
EYE BOLT DETAIL
FACE PLATE
I / 29 mm 0 1/8')
f HOLE
//� SUPPORT
BOLT
r�
PROTECTION
BAR
STIRRUP DETAIL
FACE
PLATE ANCHORS
0
0
4w
MOLE
to Nov --TYPICAL
200 mm (13') ,
3/e)
' 16 mm (5/8.1 EYE BOLT
uor
SCREW WITH 10 mm (3/82)
Ir
WITH HEX. NUTS
D
iCD
tr
13,5•)
13.5')
(3.5')
14.5.1 (4.5') 15.5'1
(3.5•) (3.5•) 14.5.1
14.5.1
(4.5.1
Rule
/
I. t2
0
13
13 mm (1/2') DIA4
1
PROTECTION BAR
•
FIXED STIRRUP
I
R=16 mm (3/81)
140
Jr/d.
I
EYE BOLT DETAIL
FACE PLATE
I / 29 mm 0 1/8')
f HOLE
//� SUPPORT
BOLT
r�
PROTECTION
BAR
STIRRUP DETAIL
FACE
PLATE ANCHORS
0
0
90 mm
E
to Nov --TYPICAL
200 mm (13') ,
3/e)
o -
.n
DRAMNG NO.:
SCREW WITH 10 mm (3/82)
Ir
I
5 mm(I/4')R
PICK HOLE
13,5•)
13.5')
(3.5')
14.5.1 (4.5') 15.5'1
(3.5•) (3.5•) 14.5.1
14.5.1
(4.5.1
-
/
I. t2
0
0
90 mm
90 wm
•
0 '-
90 mm 90 mm 115 wm
M
140
13 mm (1/21)0 STEEL ANCHORS. 525 mm (2)1O.C. MAX.
.
ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN
HOOK ANCHOR
- 120 mm (4 1/21 TOP SLAB
-_v •---- I CAL
(3.5.1
1 ,TYP
(4.5•) (4.51 (5,5.1
3/il
(4,51
(5.5.1
EL
•'�; 'c. •:q!.'�'• •o 'to•'o•. E .a. 'i: rQ': a .•
17
0
0
90 wo
90 wm
113 m
115 mm 140 mw 90 mm
90 mm 115 mm NS mm
140 ww
140 we
ja
� "
n
(3.51)
13 mm (1/21)X 200 mm (01) STEEL ANCHORS.
14.51
375 mm 051 O.C. MAX. ALTERNATE UPPER
(3.5') (4.5') 14.5'11
ANO LOWER ANCHORS AS SHOWN
r ROUND HEAD ANCHOR - 120 mm (4 1/2') TOP SLAB
�4.
6 mm 50(2)
13 mm 0/2.10 STEEL ANCHORS. (a /0 •►� o.';a': o ,> : o .
325 mm (211) O.C. MAXIMUM
ALTERNATE UPPER AND LOWER 2� 7
ANCHORS AS SHOWN
HOOK ANCHOR - 150mm (6') TOP SLAB
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
IC
CATCH BASIN FACE PLATE ASSEMBLY AND 310-1
PROTECTION BAR SHEET 3016
BENCH MARK p O
SAN BERNARDINO COUNTY DESIGNATION
506 S.P.S.N. (GS 7-11). NORTHEAST .r.
AAAAAAM
CORNER OF FOOTHILL BLVD AND PALMETTO
AVE; BRASS DISK 2' NORTH OF EAST CURB DIAL TWO WORKING
RETURN OF PALMETTO AVE. BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
ELEVATION 1320.64 A PIIUI Tr ZrDVTrc 4v Ii1JTtcor.D VWn 1C'V0VTrr Al roT
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 (12') EXCEPT AS MODIFIED FOR
A 'CURB OPENING CATCH BASIN AT DRIVEWAY".
7. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 6.3 In (221 AND 13 In (431, 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 (11 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 mm (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-417 SHEAR CONNECTOR, KSN
WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL.
SUPPORT BOL
10. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING IS 2 m (7') OR
GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE
LESS THAN I m (3'-6') ON CENTER NOR GREATER THAN 1.9 m (SI ON CENTER.
STIRRUP
11. FOR TYPE A. MATERIAL SHALL BE CAST 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 m (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 (50) LENGTH OF STANDARD 20 mm
(3/4•) 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 SMALL 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
150 175 MV00 waw 225 mw 250 -1f21115 OOVOP 325 mlw 350 375 00 425 450
16.1 t7•I !•1 19.1 t1e•1 If•t 13.1 na•ti ns•1 ra•1 nr� u�•1
0 ( 2' 3'
NUMBER OF PROTECTION BAR
FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS
TYPE A PROTECTION BAR ONLY
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
CATCH BASIN FACE PLATE ASSEMBLY AND310-1
METRIC
310 - 1
PROTECTION BAR SHEET 6OF6
PROTECTION BAR AND SUPPORT BOLT(S) WITH
ADJUSTABLE STIRRUPS TYPE A)
END ANCHOR WITH SUPPORT BOLT WITH 20 w" (3/41 DIA.
COUPLINO AND SET ADJUSTABLE STIRRUP PROTECTION BAR
SCREW FACE PLATE (TYPICAL)
END ANCHOR
71
DOWNSTREAM �• • W I
EMD IF eASIM
I EVATION
STANDARD FLATTEN ANCHOR ENO TO PREVENT TURNING
20 mm (3/4•) DRILL AND TAP MOLE AND INSTALL
STEEL PIPE 10 M43/111.1- MC X 13 ftWI/2') SOC-
KET SET SCREW WITH 5 mm (3/161) ��.` •
ECESSED HEX. HOLE
DRILL
13 mm (1/21) HOLE.
6 mm (1/41 DEEP-
'�-'- PROTECTION BAR "NSTD. 20 mm 13/4.4 J EL COUPLING
TO FITS
NUC QVE JJ
IRE LENGTH
(20 mm (3/41 IMS THREAD)
END ANCHOR DETAIL
DOUBLE PROTECTION BAR DETAIL
16
SUPPORT
BOLT
'1-3 MM U/81
1!� (1 i/4•) RAD. (TTP.)
PROTE`TION
BAR I 13 mm (1/2'1 DIA.
'
STIRRUP
ADJUSTABLE
r
DRILL AND TAP HOLE AND INSTALL
10 mm(3/61- NC X 13 mm(1/2'1 SOCKET
.,`••::',� % SET SCREW WITH 5 mm (3/16')
,•'- .%/ RECESSED HEX. HOLE
` STIRRUP DETAIL
PROTECTION BAR 81 STIRRUP LOCATION
0 12
0
0
90 mm
90 mm
90 mm
115 M% 115 mm 140
90 mm 90 mm IIS mm
115mw1IISww
DRAMNG NO.:
SCREW WITH 10 mm (3/82)
Ir
I
5 mm(I/4')R
PICK HOLE
13,5•)
13.5')
(3.5')
14.5.1 (4.5') 15.5'1
(3.5•) (3.5•) 14.5.1
14.5.1
(4.5.1
-
/
I. t2
0
0
90 mm
90 wm
90 n
IIS an 115 mm 140
90 mm 90 mm 115 wm
113 waw
140
0
.
75 "n
(3.5.1
(3.5.1
(3.5)
(4.5•) (4.51 (5,5.1
(3.59 13.5.1 14.51
(4,51
(5.5.1
DOWEL TYI�YPE�
m
2 12
0
0
90 wo
90 wm
113 m
115 mm 140 mw 90 mm
90 mm 115 mm NS mm
140 ww
140 we
ISO mm(64
� "
n
(3.51)
(3.5•)
14.51
(4.51 (5.51) (3.51)
(3.5') (4.5') 14.5'11
(5.5-)
(5.5')
1.2 m(4')
�
3 12
0
0
90 mm
90 ww
IIS mm
IIS an 140 90 mm
115 mm 115 mn 140
140
1(S wwR
G
100 mm
5.0 .1101)
200 .46.1
AND COVER
200 mm(e1)
(3.5.1
14.5'1
(4.5.1 (5.5•) (3.51)
(4.5•) (4.3•) IS.Sv
I I
CURB -OPENING CATCH BASIN
STANDMD
300 mm
4:12
0
90 MM
t(3.5')
mm
115 mm
IIS Rw
140 90mw 90 mm
II013.5-1
MANHOLE E7
!
AND COVER
')
(4.5')
14.9•)
15.5.1 (].39
0 ( 2' 3'
NUMBER OF PROTECTION BAR
FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS
TYPE A PROTECTION BAR ONLY
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
CATCH BASIN FACE PLATE ASSEMBLY AND310-1
METRIC
310 - 1
PROTECTION BAR SHEET 6OF6
PROTECTION BAR AND SUPPORT BOLT(S) WITH
ADJUSTABLE STIRRUPS TYPE A)
END ANCHOR WITH SUPPORT BOLT WITH 20 w" (3/41 DIA.
COUPLINO AND SET ADJUSTABLE STIRRUP PROTECTION BAR
SCREW FACE PLATE (TYPICAL)
END ANCHOR
71
DOWNSTREAM �• • W I
EMD IF eASIM
I EVATION
STANDARD FLATTEN ANCHOR ENO TO PREVENT TURNING
20 mm (3/4•) DRILL AND TAP MOLE AND INSTALL
STEEL PIPE 10 M43/111.1- MC X 13 ftWI/2') SOC-
KET SET SCREW WITH 5 mm (3/161) ��.` •
ECESSED HEX. HOLE
DRILL
13 mm (1/21) HOLE.
6 mm (1/41 DEEP-
'�-'- PROTECTION BAR "NSTD. 20 mm 13/4.4 J EL COUPLING
TO FITS
NUC QVE JJ
IRE LENGTH
(20 mm (3/41 IMS THREAD)
END ANCHOR DETAIL
DOUBLE PROTECTION BAR DETAIL
16
SUPPORT
BOLT
'1-3 MM U/81
1!� (1 i/4•) RAD. (TTP.)
PROTE`TION
BAR I 13 mm (1/2'1 DIA.
'
STIRRUP
ADJUSTABLE
r
DRILL AND TAP HOLE AND INSTALL
10 mm(3/61- NC X 13 mm(1/2'1 SOCKET
.,`••::',� % SET SCREW WITH 5 mm (3/16')
,•'- .%/ RECESSED HEX. HOLE
` STIRRUP DETAIL
PROTECTION BAR 81 STIRRUP LOCATION
l3/8 11
10 mm
(3/41)
NOTES:
I. WHERE THE BASIN IS TO BE CON%TRUCTED WITHIN THE "LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO UCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm(l•) DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK, SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE,
COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
SHAPED BY PLASTERING,
3, FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1:12 MINIMUM AND 1.3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET,
4. DIMENSIONS:
B 970 mm(3'-2')
V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET a 1.35 m(4.51).
V U ■ THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mmt12*).
V I = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET, NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS.
A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT, ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
7ERJOIN
AERCHA11DGESORTE"ENEPSLD0DEGEESOR GREATER THAN R CATCH BASIN
PEISOCATE
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm(121) APART. THE TOP STEP SHALL BE 175 mrn(71 BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2•). ALL OTHER STEPS SHALL PROJECT 130 mm(51).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN=
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
633 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. 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.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFO
CURB OPENING CATCH BASIN
STANDARD PLAN
300-2
SHEET 2 OF 2
STRUCTURAL DATA
Mir.
MI
ALL ASS rr%.A
BLY
20 mm a 32 mm (3/4• a 1 I/4•)
STAINLESS
312-2
REINFORCEMENT REQUIREMENTS
EACH WAY
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
DRAMNG NO.:
SCREW WITH 10 mm (3/82)
REINFORCEMENT
I
5 mm(I/4')R
PICK HOLE
STREET. CUTTER.
MAX
V
1a
IF REOUIRED IN
FRONT REAR ISOTTOMI ND
'
.-'�
DEEP ��
OR LOCAL OEPRE7
-
/
100 mm
(49R
LETTERS 23 mm (I•)
L
SIGN SURFACE
3:2
SLOPE
ISO mm(6')
150 mm(61
l3/8 11
10 mm
(3/41)
NOTES:
I. WHERE THE BASIN IS TO BE CON%TRUCTED WITHIN THE "LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO UCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm(l•) DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK, SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE,
COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
SHAPED BY PLASTERING,
3, FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1:12 MINIMUM AND 1.3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET,
4. DIMENSIONS:
B 970 mm(3'-2')
V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET a 1.35 m(4.51).
V U ■ THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mmt12*).
V I = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET, NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS.
A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT, ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
7ERJOIN
AERCHA11DGESORTE"ENEPSLD0DEGEESOR GREATER THAN R CATCH BASIN
PEISOCATE
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm(121) APART. THE TOP STEP SHALL BE 175 mrn(71 BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2•). ALL OTHER STEPS SHALL PROJECT 130 mm(51).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN=
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
633 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. 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.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFO
CURB OPENING CATCH BASIN
STANDARD PLAN
300-2
SHEET 2 OF 2
\ly� STEPS
DOWEL (TYPA
PLAN
rz
0� L_
omz ---1 ---
4o OPTIONAL SUBGRADE
ou
SECTION A -A
�--IOOs m
ONNMONOLII MONOLITHIC
CATCH BASIN
CONNECTION
200 B•
IO •41
r*�j
90
1211,
"
DOWEL DETAIL
STRUCTURAL DATA
DRILL AND TAP HOLE AND INSTALL
ISM O 300 mwrl.40121)
ALL ASS rr%.A
BLY
20 mm a 32 mm (3/4• a 1 I/4•)
STAINLESS
312-2
REINFORCEMENT REQUIREMENTS
EACH WAY
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
DRAMNG NO.:
SCREW WITH 10 mm (3/82)
REINFORCEMENT
I
5 mm(I/4')R
PICK HOLE
STREET. CUTTER.
MAX
V
1a
IF REOUIRED IN
FRONT REAR ISOTTOMI ND
'
.-'�
DEEP ��
OR LOCAL OEPRE7
-
/
100 mm
(49R
LETTERS 23 mm (I•)
L
SIGN SURFACE
3:2
SLOPE
ISO mm(6')
150 mm(61
I
m(3.5')
3.5 mll2'1
200 mm(81)
.
75 "n
150 www(61) *f f e I z O.C.
FLOW LINE
2.0 W71
(3,11t
130 mm(64
FACE
3.5 m(I2'1
DOWEL TYI�YPE�
200 mm(W)
I
�
O
1.2 m(4')
>i� Z
SCORIMe
2.4 W41
ISO mm(64
� "
n
250 m01101) N
f
CURB LINE
N
3.5 .9121
�
ILINE
I
I
1.2 m(4')
150 mm(61
tF
I2 EXTRA I5M(a4)
ON 2 SIDES OF
Le wN6')
STEPS
N
a,
MANHOLE FRAME I
I
I
100 mm
5.0 .1101)
200 .46.1
AND COVER
200 mm(e1)
FOR W > 9 m(28'). V � 3.5 .11211 OR B > 1,2 m(4'1 SEE PROJECT PLANS
141MIN•
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
I I
CURB -OPENING CATCH BASIN
STANDMD
300 mm
73 m
300-21$"
SHEET 1 OF 2
CANNEAF
I2MX
I3'Im
MANHOLE E7
!
AND COVER
\ly� STEPS
DOWEL (TYPA
PLAN
rz
0� L_
omz ---1 ---
4o OPTIONAL SUBGRADE
ou
SECTION A -A
�--IOOs m
ONNMONOLII MONOLITHIC
CATCH BASIN
CONNECTION
200 B•
IO •41
r*�j
90
1211,
"
DOWEL DETAIL
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
�o QR4F ESS/04,
LLJ
c�
NO '
0. 30171
EXP MAR 31, 2004
Jl C I V \
qTF OF CAL�F��
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 CAST 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 k9 (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).
8. 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
CATCH BASIN MANHOLE FRAME AND COVER 312-1
SHEET 2 OF 2
STRUCTURAL DATA
DRILL AND TAP HOLE AND INSTALL
WALL AND SLAB DIMENSIONS AND
°"`"'°°IN4"`"""""T`E
20 mm a 32 mm (3/4• a 1 I/4•)
STAINLESS
312-2
REINFORCEMENT REQUIREMENTS
STEEL SOCKET SET
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
DRAMNG NO.:
SCREW WITH 10 mm (3/82)
REINFORCEMENT
I
RECESSED HEX HOLE ALL
PICK HOLE
MAX
W
MAX
V
t
IF REOUIRED IN
FRONT REAR ISOTTOMI ND
'
.-'�
DEEP ��
7S 1.
AGENCY DESIGNATED _ .0:-10
INSCRIPTION. ALL ,a•,.; ,..
/
WALL WALL SLAB I WALL
LETTERS 23 mm (I•)
1.0 m(3.31
2.4 m(8')
ISO mm(6')
150 mm(61
. "
m(3.5')
3.5 mll2'1
200 mm(81)
1.0
200 wM81
150 www(61) *f f e I z O.C.
At h
2.0 W71
1.8 m(6')
130 mm(64
2.0 m(7')
3.5 m(I2'1
200 mm(i•1
200 mm(W)
ISO mm(611 R
E
4.0 m6411
1.2 m(4')
130 mm(6')
2.4 W41
ISO mm(64
200 wow 91) 1
250 m01101) N
f
4.0 .(149
3.5 .9121
200 mm(81
1.2 m(4')
150 mm(61
ISO mm(W) 0 R
R E
200 mmtel) C 0
Le wN6')
150 MWO'l
N
a,
200 mm(B•1 M U
1250..110.1 N R E
250 mm(10-) /, T / C
2.4 m(8')
200 mm(8')
5.0 .1101)
200 .46.1
3.5 .(12'1
200 mm(e1)
FOR W > 9 m(28'). V � 3.5 .11211 OR B > 1,2 m(4'1 SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
►ROMUIGATO&YTHE
R1�L %OMMSTAKARDSINc.
CURB -OPENING CATCH BASIN
STANDMD
GRE"600KCOMATTEE
wEv. I•"ARD
300-21$"
SHEET 1 OF 2
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
�o QR4F ESS/04,
LLJ
c�
NO '
0. 30171
EXP MAR 31, 2004
Jl C I V \
qTF OF CAL�F��
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 CAST 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 k9 (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).
8. 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
CATCH BASIN MANHOLE FRAME AND COVER 312-1
SHEET 2 OF 2
350 mm (14•)
0
PLAN
. .
•
SECTION A -A
i%
V
FINISHED 1
SURFACE a
16 mm (5/84) R
GAP IN RIM OF COVER 32 mm (I I/4')
OPPOSITE PICK HOLE
BOTTOM OF MANHOLE COVER
DETAIL 'B'
DETAIL 'C'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PRCMULOATIM OY TME
PUBUC WORKS STANDMOS PC,.
DRILL AND TAP HOLE AND INSTALL
STANDARD PLAN
°"`"'°°IN4"`"""""T`E
20 mm a 32 mm (3/4• a 1 I/4•)
STAINLESS
312-2
1
STEEL SOCKET SET
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
DRAMNG NO.:
SCREW WITH 10 mm (3/82)
20 mm (3/4') DIA.
I
RECESSED HEX HOLE ALL
PICK HOLE
THREADS TO BE NC.
50 mm w 25 mm
(2• It 1') DIAMOND
MAT 3 mm (11(8.1
"'�� /
'
.-'�
DEEP ��
7S 1.
AGENCY DESIGNATED _ .0:-10
INSCRIPTION. ALL ,a•,.; ,..
/
t3•)
LETTERS 23 mm (I•)
INSTALLATION /
HIGH _ • : •"o:
•.;' `
LOCKING `
DEVICE
. "
\ 4
Ms
INSTALL
LOCKING ,
: e. o•
DEVICE
At h
to LOCKING DEVICE
350 mm (14•)
0
PLAN
. .
•
SECTION A -A
i%
V
FINISHED 1
SURFACE a
16 mm (5/84) R
GAP IN RIM OF COVER 32 mm (I I/4')
OPPOSITE PICK HOLE
BOTTOM OF MANHOLE COVER
DETAIL 'B'
DETAIL 'C'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PRCMULOATIM OY TME
PUBUC WORKS STANDMOS PC,.
CATCH
CATCH BASIN
STANDARD PLAN
°"`"'°°IN4"`"""""T`E
MANHOLE FRAME AND COVER
312-2
,m
SHEET I OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PREPARED UNDER THE SUPERVISION OF:
TUTTLE ENGINEERING
Civil Engineering Surveying
Land Planning Improvement Design
800 E. LUGONIA AVE., SUITE K (909) 798-6785
REDLANDS, CA 92374 FAX (909) 798-1343
- z-4- - O Z
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
DETAILS SHEET 1
SCALE: ,
1 -40
DESIGNEDDBY.
WDT
DATE.
SEP 19, 2001
CHECKED BY:
TWS
BY. 2 !s
l l� L 13007CITY
DRAMNG NO.:
6
7
WARREN D. TUTTLE R.C.E.30171 DATE
ENGINEER R_CF_ 511.ri7 I�ATF•