HomeMy WebLinkAbout2542-6lhw � 14!
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3
/41,
MMSLIP TRW SUFF>�i . -7
3/1Gw i
ELEVATION
A
A
NOW" PATTERN
EXTRACTION PESISTANT SURFACE
11(2" l7PAM 00
REINFORCING STEEL BAR
PLAN
E. a D
4•
SECTION A -A SIDE ELEVATION
'
1. STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC CONFORMING TO:
(A) ASTM D478 AND C497, EXCEPT THAT THE MINIMUM HORIZONTAL PULLOUT LOAD SMALL
BE 1500 LBS.
(8) ASTM A615 GRADE W (DEFORMED REINFORCING STEEL BAR).
(C) CALIFORNIA CODE OF REGULATIONS, TITLE 6-3277.
2. ONLY STEPS APPROVED BY THE ENGINEER SHALL BE USW.
3• ALL FABRICATION DIMENSIONS INDICATED ARE MINIMUM.
4. STEPS SHALL BE CAPABLE OF WITHSTANDING AN IMPACT LOAD OF 70 FOOT POUNDS AT
20 DEGREES FAHRENHEIT WITHOUT CRACKING OR FPACTUR04M
S. THE MINIMUM TOTAL CROSS-SECTIONAL AREA OF THE EXPOSED PORTION OF THE STEP,
INCLUDING THE 1/2 -INCH DEFORMED REINFORCING STEEL BAR. AND EXCLUDING THE NOW"
TREAD SURFACE, SHALL BE ONE SQUARE INCH.
6. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE REINFORCING STEEL BAR
SHALL BE CAST MONOLITHICALLY. MINIMUM COVER SHALL BE 3/,s -INCH.
7. CERTIFICATION OF COMPLIANCE WITH THE REQUIREMENTS OF NOTES 1, 4 AND S, PREPARED BY
AN INDEPENDENT CERTIFIED LABORATORY, SHALL BE SUBMITTED CONCURRENTLY WITH THE
REQUEST FOR APPROVAL TO THE ENGINEER.
6. THE FOLLOWING DIMENSIONS SHALL APPLY UNLESS OTHERWISE NOTED ON THE DRAWOM OR
STANDARD PLANS FOR SPECIFIC STRUCTURES:
D - 71/2" ±'/4", E = 33/s" t'/4"
EXCEPTION: FOR MANHOLES AND VAULTS: D = S'4" s'A'
!. STEPS SHALL BE EVENLY SPACED. MAXIMUM VERTICAL SPACING OF STEPS SWILL BE 16 -INCHES,
WITH THE BOTTOM STEP A MAXIMUM OF TWO FEET ABOVE FLOOR OR SHELF.
10. STEPS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S
RECOMMENDED PROCEDURE. HOWEVER, IF TAPERED STEPS ARE INSTALLED INTO STRAIGHT -
DRILLED, OR FORMED HOLES, APPROVED NON -SHRINK GROUT SHALL BE INJECTED INTO THE
HOLE PRIOR TO INSTALLATION OF THE STEPS. FOR ALL DRILLED INSTALLATIONS,. THE HOLES
SHALL BE STRAIGHT, PARALLEL AND TO MANUFACTURER'S RECOMMENDED DIMENSIONS.
11. IN LIEU OF DETAIL SHOWN ON SHEET 1, A DROP STEP WITH A MINIMUM DROP OF 3/4" MAY BE USED.
ALL OTHER CRITERIA SPECIFIED HEREIN SHALL BE APPLICABLE TO THIS ALTERNATE SHAPE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
FACE PLATE (4'/2" TOP SLAB)
CUM LNK
STANDARD PLAN
Jw �
POLYPROPYLENE PLASTIC STEP.
636-0
Is"YU
CAT�1 BNNN STANBARO PLAN
Iry
WITH STANDARD SPIECIF1cATONs EOR PUBLIC WORKS
V• low
OHM 1 or
PLA
N -
TYPE 1 1F A♦
y
II v
L ..�
A
SIDE ELEVATION
p
TY A♦
z
In
A�
SIDE ELEVATION
p
TYPE A
«l r:
A
SIDE ELEVATION
W
S
SECTION A -A
T
I" MIN. E 0
N
•
•
INSTALLATION DETAIL
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 UNDERQPAXM VAULTS
NOTES: ,
1. UNLES8 OTHERWISE SPECIFIED OR NOTED, STEP MAY BE ANY TYPE WKWC
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 114" MINIBUS
DIAMETER DRILLED OR FORMED HOLES AND SET WITH HIGH-STRENGTH (6,000 PSI MIN.),
NOWSHRINK GROUT. TYPE 3 STEP SHALL BE CAST IN PLACE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
FACE PLATE (4'/2" TOP SLAB)
CUM LNK
STANDARD PLAN
PROMULGATED BY THE APWA-AOC
JOINT COOPERATIVE COMMITTEE
STEEL STEP
635-1
1964
CAT�1 BNNN STANBARO PLAN
Iry
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
V• low
SHUT 1 OF !
SUPPORT BOLT AND
FACE PLATE (4'/2" TOP SLAB)
CUM LNK
7'
S/140X10" FACE PLATE V7" RAONN 3-+P4 BARS x(W+G") IN ADDITION TO
s
REINFORCINO STEEL PER APPLICABLE
WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL.
CAT�1 BNNN STANBARO PLAN
Iry
„ a _
65 10�
INTERIOR FACE OF CATCHi/K"Xls'
U/N" RA011Nc j
•
BASIN ENO WALL\.
1:12
FACE PLATE
0 3.5• 3•S• 3.51 4•S• 4•5' 5•5' 3•5' 3•5' 4•S' 41•5'
GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE LESS
W
THAN 3 FEET 6 INCHES ON CENTER NOR GREATER THAN S FEET ON CENTER.
W �`
,► HEX. NUTS
0
MOLE M PLATE
t
\
3/0" 0/A METER COUNTERB11Bt-1'C.C. on B{MOMT MLT
1/4" RADIUS �.� ��' .
FOR SET SCREW. NONE REQUIRED FOR CURB FACE LESS
THAN 7", THREE REQUIRED FOR 7" CURB FACE. ADD ONE
•
COUNTEp" FOR SACH 1I1CN Gi CURB €i6Q 6&"
!I
THAN T
PROTECTION BAR
N
• `� I" SUPPORT BOLT
:' ° •'
LENGTH• C. F. PLUS G"
•'
:� X A ■ IS* FOR CURD BATTER LESS THAN 2It
•
• • f FOR CURB BATTER 2:12 THRU 4:12
•
MOLES
+ • AS SHOWN ON PLANS FOR ALL OTHER
CURB BATTER
LF T
PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN
SECTIO
FOR CONIC.
�OPENING
PLACEM[NT(TYR)
S/wX10' / LOCATE WELDS MI
FACE PLATE LONGER SPAN Sp -
INTERIOR FACE OF CATCH .
I BASIN ENO WALL-.,,
HENT
' 1/4
FACEPLATE
T
SPLICE PLAT[ .• �
PLj k
T-
w I i 3■ i' 3/4"
sh" =
SQUARE
HOLES
CARRIAGE -�- '
BOLTS AND
" 1 A
= s
HES. NUTS
A A
-- - I
ANCHOR-
NCHOR
i
949
i [IN ANCNBRtTY/1)
G"X 3/6"x so
SPLICE PLATE " �� 4" "
JOINT .
END DETAIL
SPLICE DETA L
SUPPORT BOLT AND FACE PLATE (6" TOP SLAB)
' CUM LMNL N/
b ' X 139' Gr
3- 04 BARS X(W+ 6") IN ADDITION TO
REINFORCING STEEL PER APPLICABLE
654
11/16" RADWS
CATCH BASIN STANDAIPLAN
1/4' RADIUS
I �q" 3"
SURFACE COURSE TO BE IDEN-
:; �0�/ TICAL WITH ADJOINING SPECIAL /'•,,
:�•••. �:, : / ; a SIDEWALK AS SHOWN ON PL
�• � !� :• .'� , Gni • .•' ' � •' ...'�,.
I �r HOLE I
IN PLATE
W
J
W
FOR OR DETAILS NOT SHOWN, SEE FACE
PLATE (4-1/2" TOP $LAO) SHEET 1,
:�
SECTION
OPENING FOR CONC.
FOR OR DETAILS NOT SHOWN, SEE FACE
PLATE (4-1/2" TOP $LAO) SHEET 1,
END DETAIL
FACE PLATE ANCHORS
r
3-e �
017
• ,
'A 0 STEEL ANCHORS, 21" O.C. MAX.,
ALTERNATE UPPER AND LOWER
ANCHORS AS SHOWN
HOOK ANCHOR - "41/2" TOP SLAB
3 8 V-
• tj-
• + • '
M.
1w . • .
O X 8" STEEL ANCHORS, 15" O.C. MAX.,
ALTERNATE UPPER AND LOWER ANCHORS
AS SHOWN
ROUND HEAD ANCHOR - 41/2" TOP SLAB
• 34-
1/4 2
'/," 0 STEEL ANCHORS, •• , 3/B • , f • •• •. $• N
21" O.C. MAX., ALTERNATE 04• • �, •• i •
UPPER AND LOWER •
ANCHORS AS SHOWN 13j"
HOOK ANCHOR - e" TOP SLAB
PROTECTION BAR AND SUPPORT BOLT(S1 WITH
PROTECTION BAR AND SUPPORT BOLVS1 WITH
FIXED STIRRUP(S1(TYPE B)
-3/4" DIA. PROT[CTMIII BAR
fY►PMT MLT AIN (2 StCY#OmS MIN.)
FACE ►t AT[
FIXED STIRRUP(TYP:) THREADED EACH
1/2" PIP "►►{�P[
CAP(NPT)� /-EYE DOLT /COUPLINGIN►T) EYE DOLT /CAP(NP11
i l
,
--W
EL�loy
FACE PLATE
-S/G"EYE BOLT
WITH HEX NUTS
u
"'�-PROTECTION BAR
' �R•s/0'
EYE BOLT DETAIL
r -FACE PLATE
,r � TY P 1/4
I di
�I
SUPPORT BOLT
1/1'0 FIXED--
/
STIRRUP �% PINOTECTNIM BAA
It. 5/8"
rL •
' • •
Aj
STIRRUP DETAIL
NOTES;
ADJUSTABLE STIRRUP(S1 - (TYPE A) GENERAL
END ANCHOR WITH i/4" DIA. PROTECTION DAR 1.' ALL PARTS SHALL BE STEEL, EXCEPT SET SCREWS, WHICH SHALL BE STAINLESS STEEL OR BRASS.
COUPLING AND SET FACEPLATE 2. EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION.
SCREW\ SUPPORT DOLT WITH
r /- ADJUSTABLE STIRRUP(TY►) E� AMC�R 3. CURB FACE SHALL BE AS NOTED ON THE PROJECT PLANS.
DOWNSTREAM
END Of BASIN
4. CURB BATTER SHALL BE 3:12 UNLE" OTHERWNSE SPECIFNED.
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 SK
ELEVATION USED. WHEN THE LENGTH EXCEEDS 43 FEET, THREE SECTIONS MAY BE USED. SECTIONS SHALL BE
SPLICED ACCORDING TO THE APPUCABLE SPLICE DETAIL. SPLICE SHALL 8E PL&= ONE FOOT
FROM A SUPPORT BOLT.
_,--FLATTEN FLATTEN ANCHOR END STD. 3/4" 7. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH FOR
TO PREVENT TURNING STEEL NPi THE FACE PLATE SHALL 13E SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE
DRILL i/2"MOLE,
I/4" DEEP DRILL AIM TAP NIKE AIN MNTM.L 3 _ CURVE SHALL NOT EXCEED ONE INCH. WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD
1/4" DIE E� DRILL AM TAP NIKE AM INIGTAILL3/B"-NCX 1/2'SOCKET SET1SCRM .•-• LENGTHS SHALL BE EQUAL. CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE
).
WITH 3/16" RECESSED HEX`MOLE �c
r SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL Be
PLACED ONE FOOT FROM THE SPLICE.
STU. 3/4' STEEL COUPLING PROTECTION BAR
TO FIT SNUG OVER ENTIRE
LtNGTM (3N" NPS THREAD)
END ANCHOR DETAIL
'P•• W
LOCATE WELDS IN 13. FOR TYPE B, THE BAR SHALL BE TWQ PIECES. TWO EYE BOLTS AND A WELDED S T EACH
:�
SECTION
OPENING FOR CONC.
4•S'
s
PLACEMENT (TY►.)
WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL.
SUPPORT BOLT
INTERIOR FACE OF CATCHi/K"Xls'
11/,,SIX 13W18'
FACE PLATE
BASIN ENO WALL\.
1:12
FACE PLATE
0 3.5• 3•S• 3.51 4•S• 4•5' 5•5' 3•5' 3•5' 4•S' 41•5'
GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE LESS
NONE DIA.
THAN 3 FEET 6 INCHES ON CENTER NOR GREATER THAN S FEET ON CENTER.
m
'�•
0
STIRRUP
S. 51
3:11
I•
FOR TYPE A. THE MATERIAL SHALL BE CAST STEEL.
4.5'
GUARE
!I
-}--
PROTECTION BAR
N
I.I
4:11
A GE.
i
I •
BAR DETAIL
12.
MOLES
BOLTS ANO
I I
.
PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN
MEN. NUTS
_
ANCHOR _
THE PROTECTION BAR PIECES SHALL CONSIST OF A 5 -INCH LENGTH OF STANDARD 3/4 -INCH PIPE
FACE OR BATTER. SEE PROJECT PLANS
SPLICE
• TYPE
WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLED AND TAPPED FOR A
EAR ONLY
EM ANCMMITYRI
SPLICE PLAT[ .• �
PLj k
END DETAIL
FACE PLATE ANCHORS
r
3-e �
017
• ,
'A 0 STEEL ANCHORS, 21" O.C. MAX.,
ALTERNATE UPPER AND LOWER
ANCHORS AS SHOWN
HOOK ANCHOR - "41/2" TOP SLAB
3 8 V-
• tj-
• + • '
M.
1w . • .
O X 8" STEEL ANCHORS, 15" O.C. MAX.,
ALTERNATE UPPER AND LOWER ANCHORS
AS SHOWN
ROUND HEAD ANCHOR - 41/2" TOP SLAB
• 34-
1/4 2
'/," 0 STEEL ANCHORS, •• , 3/B • , f • •• •. $• N
21" O.C. MAX., ALTERNATE 04• • �, •• i •
UPPER AND LOWER •
ANCHORS AS SHOWN 13j"
HOOK ANCHOR - e" TOP SLAB
PROTECTION BAR AND SUPPORT BOLT(S1 WITH
PROTECTION BAR AND SUPPORT BOLVS1 WITH
FIXED STIRRUP(S1(TYPE B)
-3/4" DIA. PROT[CTMIII BAR
fY►PMT MLT AIN (2 StCY#OmS MIN.)
FACE ►t AT[
FIXED STIRRUP(TYP:) THREADED EACH
1/2" PIP "►►{�P[
CAP(NPT)� /-EYE DOLT /COUPLINGIN►T) EYE DOLT /CAP(NP11
i l
,
--W
EL�loy
FACE PLATE
-S/G"EYE BOLT
WITH HEX NUTS
u
"'�-PROTECTION BAR
' �R•s/0'
EYE BOLT DETAIL
r -FACE PLATE
,r � TY P 1/4
I di
�I
SUPPORT BOLT
1/1'0 FIXED--
/
STIRRUP �% PINOTECTNIM BAA
It. 5/8"
rL •
' • •
Aj
STIRRUP DETAIL
NOTES;
ADJUSTABLE STIRRUP(S1 - (TYPE A) GENERAL
END ANCHOR WITH i/4" DIA. PROTECTION DAR 1.' ALL PARTS SHALL BE STEEL, EXCEPT SET SCREWS, WHICH SHALL BE STAINLESS STEEL OR BRASS.
COUPLING AND SET FACEPLATE 2. EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION.
SCREW\ SUPPORT DOLT WITH
r /- ADJUSTABLE STIRRUP(TY►) E� AMC�R 3. CURB FACE SHALL BE AS NOTED ON THE PROJECT PLANS.
DOWNSTREAM
END Of BASIN
4. CURB BATTER SHALL BE 3:12 UNLE" OTHERWNSE SPECIFNED.
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 SK
ELEVATION USED. WHEN THE LENGTH EXCEEDS 43 FEET, THREE SECTIONS MAY BE USED. SECTIONS SHALL BE
SPLICED ACCORDING TO THE APPUCABLE SPLICE DETAIL. SPLICE SHALL 8E PL&= ONE FOOT
FROM A SUPPORT BOLT.
_,--FLATTEN FLATTEN ANCHOR END STD. 3/4" 7. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH FOR
TO PREVENT TURNING STEEL NPi THE FACE PLATE SHALL 13E SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE
DRILL i/2"MOLE,
I/4" DEEP DRILL AIM TAP NIKE AIN MNTM.L 3 _ CURVE SHALL NOT EXCEED ONE INCH. WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD
1/4" DIE E� DRILL AM TAP NIKE AM INIGTAILL3/B"-NCX 1/2'SOCKET SET1SCRM .•-• LENGTHS SHALL BE EQUAL. CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE
).
WITH 3/16" RECESSED HEX`MOLE �c
r SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL Be
PLACED ONE FOOT FROM THE SPLICE.
STU. 3/4' STEEL COUPLING PROTECTION BAR
TO FIT SNUG OVER ENTIRE
LtNGTM (3N" NPS THREAD)
END ANCHOR DETAIL
'P•• W
LOCATE WELDS IN 13. FOR TYPE B, THE BAR SHALL BE TWQ PIECES. TWO EYE BOLTS AND A WELDED S T EACH
:�
S.
ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H-0 SHEAR CONNECTOR. KSM
4•S'
s
fll!!T 1 oP S
WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL.
SUPPORT BOLT
S.
SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING Is 7 FEET OR
1:12
0
0 3.5• 3•S• 3.51 4•S• 4•5' 5•5' 3•5' 3•5' 4•S' 41•5'
GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE LESS
THAN 3 FEET 6 INCHES ON CENTER NOR GREATER THAN S FEET ON CENTER.
m
'�•
0
STIRRUP
S. 51
3:11
10.
FOR TYPE A. THE MATERIAL SHALL BE CAST STEEL.
4.5'
•'
PROTECTION BAR
N
I.I
4:11
11.
TYPE A SHALL BE USED UNLESS OTHERWISE SPECIFIED.
PROTECTION
BAR DETAIL
12.
FOR TYPE A. THE BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN "W'• IS OVER 21 • FEET, THE
DOUBLE
PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN
NUMBER OF PROTECTION BAR
THE PROTECTION BAR PIECES SHALL CONSIST OF A 5 -INCH LENGTH OF STANDARD 3/4 -INCH PIPE
FACE OR BATTER. SEE PROJECT PLANS
• TYPE
WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLED AND TAPPED FOR A
EAR ONLY
-
SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR.
IRRUP ON
LONGER SPAN SEM t / 1 ! '� 1/4 SUPPORT BOLT ARE REQUIRED.
HENT �,,� • ,( ; 14. NUMBER OF PROTECTION BARS AND LOCATION(S) AR AS. FOLLOWS:
• i I I i
Bu►LvoRT
M - j I I ; • 1 MAXIMUM CURB FACE
I .
! Q'l
•
`M .. PROTECTION
1/4 BAR , ADJUSTABLE
sTIRR1N
BU.
S !'•.i
' '• I w
r w ,
•. ' DRILL AND TAP MOLE AND Ina TALL•
JONIT • .. 3/8"-NCXI/2"SOCKET SET SCREW
SP��.' • •, •••. WITH 3/N' RECESSEDTI HEX MOI[
�/IL PROTECTION BAR&STIRRUP LOCATION STIRRUP DET
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
0:12
0
1 0 3.5' 3•Y 3.5' 4.5• 4•S' S•5 3.5' 3.5' 1 4•S' 4•S'
4•S'
a
fll!!T 1 oP S
,(TTR1 H
1:12
0
0 3.5• 3•S• 3.51 4•S• 4•5' 5•5' 3•5' 3•5' 4•S' 41•5'
S -S'
m
1:12
0
0 3•S• .3.5' 4.5' 4.5' S•5 3•S• 3 5' 4.5' 4.5• S.v
S. 51
3:11
0
0 3.5' 3.S* 4.51 4.5' 5.5 3.5' 4• S' 4.5' S• 5' S 5' 1
4.5'
N
I.I
4:11
0 4
3• S' 3.5-1 4.5' 4.5• 5.5 3.5' 3.51 4 S' 4.5• S• S' S'
4 S•
0
1 2• 3•
NUMBER OF PROTECTION BAR
FOR OTHER CURE
FACE OR BATTER. SEE PROJECT PLANS
• TYPE
A PROTECTION
EAR ONLY
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMIIIfiATDD DY THE APWA-AOC
O0°" w °°"M'T"t
low
CATCH BASIN FACE PLATE ASSEMBLY
AND PROTECTION BAR
310-0
USE WITH STANDMID SPECNICATKNM PORI PUBLIC WORKS CONSTRUCTION
fll!!T 1 oP S
r