HomeMy WebLinkAbout2482-5.tifPROTECTION BAR AND SUPPORT BOLTS WITH
ADJUSTABLE STIRRUP(S) -- (TYPE A)
ENO ANCHOR WITH 3/4" DIA. PROTECTION BAR
COUPLING AND SET FACE PLATE
SCREW SUPPORT BOLT WITH
ADJUSTABLE STIRRUP(TYP) END ANCHOR
AfffT
DOWNSTREAM W
ENO Of BASIN
ELEVATION
---FLATTEN A14CHOR END STD. 3/4"
TO PREVENT TURNING OCR
TEPE
DRILL I/2"HOLE,
1/4" DEEP/ DRILL AND TAP HOLE AND IN
/3/8 -NC X I/2 SOCKET SET
WITH 3/16" RECESSED HEX`/'��
/ 2N 211 Q.
m y as
5" 5" ~
\�
STD. 3/4" STEEL COUPLING PROTECTION BAR
TO FIT SNUG OVER ENTIRE o
LENGTH (3/4" NPS THREAD) w
END ANCHOR DETAIL
,
' ' • = DOUBLE PROTECTION BAR DETAIL
LOA 1/4"
LL
< WJ
At`
AD In
SUPPORT I
_ BOLT
PROTECTIONci IS/16" I
BAR / •1� ADJUSTABLE i " "
/ STIRRUP I /4 1/6RAO. (TYP)
1
v2" o1A. �
•• /
DRILL ANO TAP HOLE AND INSTALL-
3/8"- NC X 1/2" SOCKET
NSTALL-
3/8"-NCXI/2"SOCKET SET SCREW
• WITH 3/14" RECESSED HEX HOLE '^
PROTECTION BAR & STIRRUP LOCATION STIRRUP DETAIL,
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD.K M
310-0
CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
C
CATCH BASIN FACE --PLATE ASSEMBLY AND PROTECTION BAR
3.5'
3.5'
SHEET 4 OF •
1/2" 0 STEE
21" 0. C. M,
UPPER AN
ANCHORS
FACE PLATE ANCHORS
3/8 TYPICAL
`'V• cel v ' •
Ste. '/H . • .. .•
1/2" 0 STEEL ANCHORS, 21" O.C. MAX.,
ALTERNATE UPPER AND LOWER
ANCHORS AS SHOWN
HOOK ANCHOR - 41/2 TOP SLAB
3/18 'TYPICAL
.•.
Li
• -
'/z" 0 X 8" STEEL ANCHORS, 15. O.C. MAX.,
ALTERNATE UPPER AND LOWER ANCHORS
AS SHOWN
ROUND HEAD ANCHOR -- 41/2" TOP SLAB
HOOK ANCHOR - 6" TOP SLAB
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDNO PLAN
310-0
SHEET 3 OF 6
CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
C
PROTECTION BAR AND SUPPORT BOLT(S) WITH
FIXED STIRRUP(S) -- (TYPE B)
-3/4" DIA. PROTECTION BAR
(SUPPORT BOLT AND (2 SECTIONS MIN.)
FIXED STIRRUP(TYP1 THREADED EACH ENO(1/2"NPT)
FACE PLATE
I/2"PIPE1/2" PIPE 1/2" PIPE
CAP(NPT)� --EYE BOLT /COUPLING(NPT) EYE BOLT /CAP(NPTI
.�
to 6" MIN. IN '
6R1 6
W/2 ±
w
ELEVATION
FACE PLATE
•v
W TYP.
t I I/s" HOLE
m
m
SUPPORT BOLT
1/2" / FIXED
STIRRUP
/ PROTECTION BAR
STIRRUP DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
310-0
SHEET S OF 6
FACE PLATE
0
3.5'
3.5'
3.5'
4.5'
4.5'
5.5'
3.5'
3.5'
4.5'
4.5'
4.5'
uj
W
W
3/4"HOLE W
U.
1:12
0
m
m
3.5'
m
ac
4.5'
m
5.5'
` - 5/8" EYE BOLT
Q
0
4.5'
WITH HEX NUTS
0
u
.
PROTECTION BAR
R ■ 5/8"
m2:12
44
�
, e
EYE BOLT
DETAIL
FACE PLATE
•v
W TYP.
t I I/s" HOLE
m
m
SUPPORT BOLT
1/2" / FIXED
STIRRUP
/ PROTECTION BAR
STIRRUP DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
310-0
SHEET S OF 6
CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
SUPPORT BOLT AND FACE PLATE (6" TOP SLAB)
CURB LINE IOy r
11/100 X 13�Nw " 3-04 BARS X(W+s") IN ADDITION TO
FACE PLATE 6 REINFORCING STEEL PER APPLICABLE
CATCH BASIN STANDARD PLAN
1/4" RAD(US
i
a I t/4N' 3 M
/!SURFACE COURSE TO BE IDENTICAL WITH ADJOINING SPECIAL a
it ' SIDEWALK AS SHOW
/ON ON PLAN ,
11/16" RADIUS :•'•
H
W� ,,: •;
J _
m�W 1'/g" HOLE
v / IN PLATE
Ic �
�m •
Mf
I
NOT
• / FOR DETAILS NOT SHOWN, SEE FACE
/ PLATE (4-I/2" TOP SLAB) SHEET 1.
In
/ '•�.
T
SE TI N
OPENING FOR CONC. LOCATE WELDS IN
PLACEMENT(TYP.)LONGER SPAN SEG -
5/16" X 131y��" MENT
BASNRIOR
END CEI.OF CATCH sALN,/' a X 131yIs FACE PLATE
FACE PLATE
t 3/4" DIA.
HOLE (TYR )
N - '« I
"- --+- SQUARE CARRIAGE -L.°« I
HOLES BOLTS AND I =
I HEX. NUTS
ANCHOR f�
N N
END ANCHOR(TYP) 9"X 3/8" X d" 2 Z 1/4 2 ANCHOR
SPLICE PLATE t" 4" 4" !"
'JOINT
END DETAIL SPLICE DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
310-0
SHEET 2 of i
ASSEMBLY AND PROTECTION BAR
CATCH BASIN FACE PLATE ASS
Fl
NOTES:
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
5. 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.
S. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H -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 SHALL BE CAST STEEL.
PROTECTION BAR
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 -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
0'-6 1' 8' f (r 1 10- 1 11' 12' 1 13' 14' 1 15' 1 16' I 11' I la'
0 1 2• 3"
NUMBER OF PROTECTION BAR
FOR OTHER CURB FACE OR BATTER. SEE PROJECT PLANS
• TYPE A PROTECTION BAFl ONLY
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
0:11
0
0
3.5'
3.5'
3.5'
4.5'
4.5'
5.5'
3.5'
3.5'
4.5'
4.5'
4.5'
uj
1:12
0
0
3.5'
3.5'
3.5'
4.5'
4.5'
5.5'
3.5'
3.5'
4•S'
4.5'
5.5'
0
m2:12
0
0
3.5'
3.5'
4.5'
4.5'
5.5'
3.5'
3.5'
4.5'
4.5'
5.5*
5.5'
W
m
�
cr
3:12
0
0
3.5'
3.5'
4.5'
4.5'
S
4.5'
4.5'
`.•S'
5.5'
4.5'
NO
U
r4:12
0
'
'
4.5'
4.5'
5•5
4.5'
4.5'
S. 5'
.5'
• 5'
4.5'
0 1 2• 3"
NUMBER OF PROTECTION BAR
FOR OTHER CURB FACE OR BATTER. SEE PROJECT PLANS
• TYPE A PROTECTION BAFl ONLY
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
310-0
CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
STANDARD PLAN
310-0
SHEET 6 OF i
SUPPORT BOLT AND FACE PLATE (41/2" TOP SLAB
CURB LINE
5/16"x10" FACE PLATE 1/4" RADIUS 3-04 BARS x(W+6") IN ADDITION TO
REINFORCING STEEL PER APPLICABLE
CATCH BASIN STANDARD PLAN
s =
3" > i
boit
a o
4.
651/= - - - - - a
11/16" RADIUS
Y77) 4
u p ` ' ; • v •
k. y
4A ° •
rn
W
J 11/4N
V j O
W � HEX. NUTS
16- u
Q aW I'/,j" HOLE IN PLATE
y y
N �
3/8" DIAMETER COUNTERSINK -I"C.C. ON SUPPORT BOLT
' f FOR SET SCREW. NONE REQUIRED FOR CURB FACE LESS
1/4" RADIUS % e' • THAN 7 THREE REQUIRED FOR 7" CURB FACE. ADD ONE
: COUNTERSINK FOR EACH INCH OF CURB FACE GREATER
THAN T"
O•
• • _ ' I" SUPPORT BOLT
LENGTH = C. F. PLUS 6"
A-18 FOR CURB BATTER LESS THAN 2112
• ' • " 90 FOR CURB BATTER 2:12 THRU 4: 12
'I AS SHOWN ON PLANS FOR ALL OTHER
yll CURB BATTER
T
SECTION
OPENING FOR CONC.
�
PLACEMENT (TYP.) w w LOCATE WELDS IN
FACE PLATE / LONGER SPAN SEQ-
INTERIOR FACE OF CATCH „ / MENT
BASIN END WALL 5/16 X 10 I/42
FACE PLATE
3/4" DIA.
HOLE (TYP.) i 214
1/4 2
it I 3• 3/4" 3/4" X I
�_----�- SQUARE CARRIAGE
" HOLES BOLTS AND
•« ( I = _ HEX. NUTS ,d► - 1 «�
ANCHORIN q f
� N 1/
6"X 3/8"X8N 2 2 1/4V2 ANCHOR
ENO ANCHOR(TYP)
SPLICE PLATE 2" 4" 4" 2"
JOINT
END DETAIL SPLICE DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
CATCH BASIN FACE PLATE ASSEMBLY
STANDARD PLAN
310-0
J1Nr oCOOPERATIVE COMMITTEE
1984
AND PROTECTION BA R
635-1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 6
QROFEss/oti
Ilk. PFr�F
Nm 275 =
Expell
OF CAI.'
The Sp Consulting Grou
6 Morgan, Suite 100
Irvine, California 92618
(714)587-3012 FAX (714)472-3176
PREP ED UND THE SUPERVISION OF:
ENGR CITY
REVISIONS APPROVAL DATE APPROVAL DATE
PETERSEN
D+E (TYP,
_ SYMMETRICA -
ABOUT E (TYP.)
� v
3/4" ; (TYP.)
Z_
PLAN
TYPE 1 A
L
A
SIDE ELEVATION
PLAN
TYP" "
A:-*
»E L --l�►
A
SIDE ELEVATION
PLAN
TYPE A
INF PI
L
A
SIDE ELEVATION
W Top
E P4
SECTION A -A
T
INSTALLATION DETAI
DIMENSIONS UNLESS OTHERWISE NOTED
ON DRAWINGS OR STANDARD PLANS FOR
SPECIFIC STRUCTURES:
D=7"
E=6" OR T-1" WHICHEVER IS LESS,
MINIMUM E=3"
S =12" MAXIMUM, EVENLY SPACED
EXCEPT S =16" MAXIMUM FOR
MANHOLES AND UNDERGROUND VAULTS
W=16" MINIMUM
EXCEPT W =14" MINIMUM FOR
MANHOLES AND UNDERGROUND VAULTS
NOTES:
1. UNLESS OTHERWISE SPECIFIED OR NOTED, STEP MAY BE ANY TYPE SHOWN.
2. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZED AFTER
FABRICATION. IF STAINLESS STEEL STEPS ARE SPECIFIED OR CALLED FOR ON PLANS, THE
MATERIAL SHALL CONFORM TO ASTM A276, 300 SERIES.
3. BOTTOM STEP SHALL BE MAXIMUM OF 2 FEET ABOVE FLOOR OR SHELF.
4. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER OF 1'/2" MINIMUM
DIAMETER DRILLED OR FORMED HOLES AND SET WITH HIGH-STRENGTH (6,000 PSI MIN.),
NON -SHRINK GROUT. TYPE 3 STEP SHALL BE CAST IN PLACE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
STEEL STEP
635-1
JOW7 COOPERATIVE COMMITTEE
1964
REV. 1992
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
S Li 6
DATE:
•
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
""�SeY HUNTER'S RIDGE PARK SCALE:
SIGNEDBY DETAILS AS SHOWN
TAP
ED BY PRECISE GRADING PLAN DATE:
SES06/17/97
B N0.OR. N0. SH T. N0.
PPROVED • Lcc�sls G -��- 9�
Grw CIN ENGINEER R.C.E. 29136 2482 PG 50F 5
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