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SECTION A -A
DOWEL DETAIL
AME#ICAM PUBLIC " 0111 M ANOCIATIOM - SOUTIM>1!RM CPAJPM NMA CN#Jr=
" BAR'
11"amuum"Dw "s
CURB OPENING CATCH BASIN
ITA PLAN
.,camwfm
STAINLESS STEEL 2.0 DOUBLE EXTRA
300-2
STRONG STAINLESS
Gi41101T, OF 2
USE WRIT GTApAIMO 811100 ICATIOIN POR PLIC wORIN OOINTAIC?ION
1•JI��JI
FILLET
•
LIFTING LUG
DETAIL
SECTION F -F 5/0' VERTICAL BARS MID -MEMBER
• 6. OC, MIA)(. L 2 x 2 x 3/9
MEMBER FRAME
" BAR'
SLOPED PROTECTION BARRIER
V -ADD 4-95 SARs
�
SLOPED PROTECTION BARRIER
°
STAINLESS STEEL 2.0 DOUBLE EXTRA
PL 5/8
STRONG STAINLESS
3 0
4
x
y
USE WITH STANDAR SPECIFICATIONS POR PUMLJC VYORKS CONSTRUCTION
20' LONG. GOTH WAYS
PL 3/4 SAND PLATE
PL 5/8
END PLATE To
SECTION C -C
(IN.)
(I".)
WAYS
SECTION E -E
SIDE FRAME MEMBER
!' 1
5
21/2131/2
4
c�
HINGES
SIZE
a
3
4
•
1 1/4'A Wr EYE SNIT.
SIDE MEMBER
i• FOR No 4' 6 6'
7
1/2
y; y
1
SM
eje WT" "ALTIC T
TOP FRAME
MEMBER
MEMBER
S
4
S
:t I
1/4'
C0m11 TEC ASTER'
' ISH. 4
C 4x7.25
9
4
5
a
I
I
----
I STAINLESS STEEL.
♦H
MID -BUMPER. SAME
NOTES;
A
im
6x4
K I Vrxt)x0'-V
�� 1. FOR FRAME MEMBER SIZES.
_ _
_
I
SEE TABLES 1 9 2. SH. 3.
PL 1/4 x I I/2
HIN
1
ARANCE
1/2•
Ft
x 0'-1 1/2'
SEE SH. 8.
? F
T
- -
DETAIL
SHEAR PIN
DE
FR AME
1/4
ANCHOR BOLT, TYP.
DETAIL 'D"
LIFTING LUG DETAIL
PLATE T
MEMBER
�R�
mE
(sm. 16 r
SECTION D -D
I
SIDE
PLATE T
18'
4 1/2x1/2
I� F011
C 6x10.5
----
8x4
MEMBER
I
4
SEE DETAIL ;E'��SEE
�-
TS 2x2x.250
L
1/
8x8
4)
o z w i
8x6
R(SH.
I/4
TOP FRAME ATSIDE
---
SECTION B -B
C 4x7.25
LIFTING LUG
DETAIL
SECTION F -F 5/0' VERTICAL BARS MID -MEMBER
• 6. OC, MIA)(. L 2 x 2 x 3/9
MEMBER FRAME
ANNOCAN PUBLIC wiolMcs TION - SOUTNINIBI CALIPOOM C1wTW
" BAR'
SLOPED PROTECTION BARRIER
SEE HINGEQETAI
SLOPED PROTECTION BARRIER
°
STAINLESS STEEL 2.0 DOUBLE EXTRA
PL 5/8
STRONG STAINLESS
3 0
STRONG STAINLESS
4 x 4 FILLET. TYP.
\
USE WITH STANDAR SPECIFICATIONS POR PUMLJC VYORKS CONSTRUCTION
TYP•1/4
EVERY SAR
PL 3/4 SAND PLATE
PL 5/8
END PLATE To
SECTION C -C
csH. U
• ''
WAYS
STEEL 3/la
SIDE FRAME MEMBER
!' 1
3•
CLEAR
FLANGES
! I I I I I I I I PL 3/8 SAND PLATE
(OCEAN OUTLETS ONLY)
c�
HINGES
SIZE
AND WEB Of
i
_
•
\
SIDE MEMBER
i• FOR No 4' 6 6'
BOTTOM FRAME
L3x3x3/8'
y; y
1
1/4
N If FOR He S' a 10'
MEMBER
H.
NUT A
`
:t I
PL 1/2 x 4 x 0'-111'
WASHER
' ISH. 4
C 4x7.25
_
y
FRAME
a
I
I
MEMBER
1
I STAINLESS STEEL.
♦H
MID -BUMPER. SAME
NOTES;
A
im
6x4
SIZE AS BOTTOM
�� 1. FOR FRAME MEMBER SIZES.
_ _
_
TYPICAL
SEE TABLES 1 9 2. SH. 3.
PL 1/4 x I I/2
.,
1
2. FOR GENERAL NOTES,
1/2•
9' 4 1/2•
x 0'-1 1/2'
SEE SH. 8.
3/4"0 x S• LONG
T
- -
--
SHEAR PIN
DE
FR AME
1/4
ANCHOR BOLT, TYP.
DETAIL 'D"
LIFTING LUG DETAIL
PLATE T
MEMBER
SASE PLATE DETAIL
(sm. 16 r
SECTION D -D
(sm. I)
ANNOCAN PUBLIC wiolMcs TION - SOUTNINIBI CALIPOOM C1wTW
STANDARD PLAIT
360,
SLOPED PROTECTION BARRIER
BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
n O
DIAL BEFORE DAYS�BBEEFORREE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERCROU10 SERVICE ALERT
TESs
Imo. VMERE THE •ASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SSIIDEEWALK OR Is CONTIGUOUS TO SUCH SIDEWALK THE STOP SLAB Of THE BASIN MAY BE
OF CONCRETE I MONOLRE BASIN w"TH J4 SIDEWALK
RE �pNo ITHICtALLY SEPARATELYUSING
SIDEWALK SHAtLO S
PROVIDED WITH A WEAKENED PLA` OR A 15 m�111•) DEEP SAWCUt CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF " CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH
OF TME SIDEWALK SURFACE ALL EXPOSED CONCR[TIE SMALL CONFORM IN SLOPE. GRADE,
COLOR, FINISH, AND SCORIH' -0 EXISTING OR PROPOSED CURB AND WALK EJACEN TO THE
BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE
SHAPED BY PLASTERING.
3. t -OOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL
E�RENTN01H�SEAND �IMMSOPEHEFLHEE
EXPECI4CCASE THE LONSDINAL SLOPE TFLOOR SHALL S
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS:
B = 17o x111N(3' -r)
V - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT Of
THE CATCH BASIN AT THE OUTLET - 1.35 m(4.31).
VU- THE DIFFERENCE IN ELEVATION BENTWEEN THE TOP Of THE CURB AND THE INVERT AT
THE
NOTE 3. OUT EAM SHALL NOT BESLE3 CURAND SMALL S AACE�PLUS 3NED 00 mNd12.11. REGENTS
VI- 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.
S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
70 �DEGGRREEESR OR GREATER THAN 110 DEGREES. OR WHEI�VER TME CONNECTOR PIPE IS LOCATED
1s PERMITTEDTMMONOLITHICLCATCH BASIN OIN(EITCTIO�iwY K BASIN CONNECTION
TO AAVVOID 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 SMALL
BE SPACED 300 xX Mir) APART. THE TOP STEP SMALL BE 175 WAMr) BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 WA42-1/21. ALL OTHER STEPS SHALL PROJECT 130 111111(51.
7. DOWELS ARE REOUIRED AT EACH CORNER AND AT 2 111(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
304 MONOLITHIC CATCH BASIN CONNECTION
301 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT E611AL
VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SMALL Iff
METRIC VALUES EXCEPT REINFORCING BAR$ SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC0AIR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL OE E__ISM UNITS.
CIS STANDARO KAN
300-2
CURB OPENING CATCH BASIN SS"Wt2OF2
i
AME PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
SYM. ABOUT E
SEE HINGEQETAI
SLOPED PROTECTION BARRIER
°
STAINLESS STEEL 2.0 DOUBLE EXTRA
PL 5/8
STRONG STAINLESS
3 0
STRONG STAINLESS
4 x 4 FILLET. TYP.
SHEET 1 OF e
USE WITH STANDAR SPECIFICATIONS POR PUMLJC VYORKS CONSTRUCTION
PL 1/2. 2• STEEL PIPE
SH. 4)
PL 5/8
!
I I I I I I I I I I
IIIIII �'� TOP FRAME MEMBER
• ''
WAYS
STEEL 3/la
SIDE FRAME MEMBER
!' 1
3•
CLEAR
I I I I I I I I I I
! I I I I I I I I PL 3/8 SAND PLATE
(OCEAN OUTLETS ONLY)
c�
HINGES
SIZE
C(sM.4)11ALl1LL1 U�lu1 +
i
_
TtTTtrl�Tt
S i r MID -MEMBER
'C'
All,
SEE DETAIL •C•
L3x3x3/8'
y; y
1
C 4x7.25
5/8• FLAT VERTICAL
�•
H.
NUT A
BARS • 6. OC MAX.
:t I
,�'t:
WASHER
' ISH. 4
C 4x7.25
_
•D•
FRAME
a
FN
IT IT
MEMBER
1
SECTION K -K
♦H
MID -BUMPER. SAME
NOTES;
A
im
6x4
SIZE AS BOTTOM
�� 1. FOR FRAME MEMBER SIZES.
_ _
_
FRAME MEMBER W
SEE TABLES 1 9 2. SH. 3.
PL 1/4 x I I/2
.,
1
2. FOR GENERAL NOTES,
1/2•
9' 4 1/2•
x 0'-1 1/2'
SEE SH. 8.
NUT a
T
REE HINGED INLET/OUTLET BARRIER
PLATE V
SHEAR PIN
FOR RCB LIFTING LUG. SEE
• HINGE
DETAIL (sm. I Sm
DETAIL 'D"
LIFTING LUG DETAIL
PLATE T
C 5x9
TS 3.5x3.5x.250
SEE DETAIL
Mt
SYM. A81
,HINGE
T 4L A % (SH. 5. 6 IN 7) 12'-0• MIN. 1.1 H
•-� �� SEE NOTE 91
PLATE T
18'
4 1/2x1/2
SM. a
C 6x10.5
TS 4.5x4.5x.250
8x4
L
I
4
SEE DETAIL ;E'��SEE
�-
TS 2x2x.250
x o o w--
o� aH N
8x8
4)
o z w i
8x6
R(SH.
I/4
TOP FRAME ATSIDE
---
---
C 4x7.25
FRAME
BARY3•IIIIII
DETAIL 'F'
Ow 1-
0
IIIIII
EVERYI
3
12'
I Id+I I
+ SM. 4) °BARK1
C 5x9
-------------------
ul�
5�J�U-•�
W O y
8x10
I I �fi
MID -MEMBER
L3x3x3PL
IONLY)
4 1/2x1/2
C 6x10.5
C 6x10.5
3/0 SANBOTTOM
18' 1
-i
ORO
J c -
(OCEAN OUTLY) FRAME
4.•
N
18-
2x1/2
5/8F`AT V�MEMBER
C 4x7.25
TS 2.5x2.5x.250
PL 1/4 x 2
BARS• 6' .jD(SH.
18'
3x1/2
6'
4)
x 0'-2'
00. o z, 3
4,4
24•
V FOa 6',FLOW
wo
o W o
NwZ
10x10
SHEAR PIN
1/4 1 1/2' 8'a 10'
DETAIL (SM. 1 a 2)
DETAIL 'F"
eA A♦
110
BOTTOM FRAME MEMBER
5 1/4x5/8
T
W
ILE BASE PLATE DETAIL
e�'
'• tP
PLATE V 12 x I'-0',
2xI/2
(SH. 4)
C 5x9
TWO HIN
D INLET/OUTLET
BARRIER SECTION A -A
N,
12x8
FOR RCS
24'
3x1/2
C 5x9
NOTE:
TS 3.5x3.5x.250
=
a N
FOR FRAME MEMBER SIZES. SEE TABLES 1 a 2. SH. 3.
12x10
3
FOR CONNECTION
DETAILS, SEE SH. 4.
i
AME PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
SLOPED PROTECTION BARRIER
PFAXUAAWD
SLOPED PROTECTION BARRIER
°
STAINLESS STEEL 2.0 DOUBLE EXTRA
PL 5/8
STRONG STAINLESS
3 0
STRONG STAINLESS
ADD 4-05
SHEET 1 OF e
USE WITH STANDAR SPECIFICATIONS POR PUMLJC VYORKS CONSTRUCTION
PLATE 0. SEE
STANDARD PLAN
�.�
SLOPED PROTECTION BARRIER
1 1/4• SHEAR PIN.
PLATE Q DETAIL
t•/ BOLT
STAINLESS STEEL 2.0 DOUBLE EXTRA
PL 5/8
STRONG STAINLESS
1 1/2' SHEAR PIN
STRONG STAINLESS
ADD 4-05
ADD 4-•5
'y
PL 1/2. 2• STEEL PIPE
BARS 20,:.
PL 5/8
!
STAINLESS 1
LONG. BOTH
• ''
WAYS
STEEL 3/la
WAYS
!' 1
F.
TYP.
PIPE
c�
HINGES
SIZE
i'0 STD.PIP
i
c
h
DETAIL
'C'
All,
SEE DETAIL •C•
SLEEVE
y; y
1
C 4x7.25
>.
�•
H.
NUT A
PLATE R
:t I
,�'t:
WASHER
PL 3/4
C 4x7.25
_
•D•
SOFFIT
a
vi U;
,r E3 E SM.
SEE DETAIL •A•
SECTION K -K
♦H
H
C 5x9
im
6x4
SECTION H -H
SEE
_ _
_
•
DETAIL 'S
PL 1/4 x I I/2
.,
1
1.3•■1 • a• ■r�3.
12' HINGE DETAIL
PLATE R I•
SOFFIT- p ♦ J
TYP. 3/16 1 10i
PL 1/4 x I 1/2
x 0'-1 1/2•
SHEAR PIN
DETAIL 'B'
PL 7/8 x 6 x 0'-9',
STAINLESS STEEL.
PLATE R
--_ -T- -- PL 1/2 -"
I/r f-. r0 DOUBLE EXTRA
(TYP.) i STRONG STAINLESS
STEEL PIPE
DETAIL "A" SECTION 1-1
SECTION J -J
I IA
HOL
TYP
PLATE 0 DETAIL
J
MOM TION - 4OUTUM CALIFORIGA CHAPM
STANDARD PLAN
�.�
SLOPED PROTECTION BARRIER
SLEEVES
�:Y
LOPED OROTECTION BARRIER -
PLATE S. SEE
1'0 BOLTS
2. 0 DOUBLE EXTRA
PLATE S DETAI
PL 5/8
STRONG STAINLESS
1 1/2' SHEAR PIN
PLATE T
STEEL PIPE
ADD 4-•5
1
Z•
BARS 20•
PL 5/8
II/4. 0 SHEAR PIN 5/t6
LONG. BOTH
f.,
STAINLESS STEEL TYP.
WAYS
-1 1
( i I
5/16
PY STD.
1 0
SOFFIT
PIPE
c�
HINGES
SLEEVES
�:Y
LOPED OROTECTION BARRIER -
I TYP.
.
11/2•
INLET/OUTLET SLOPED PROTECTION BARRIER
PL 5/8
'^
1 1/2' SHEAR PIN
PLATE T
.: •••.�. ••.
BARS 20'
1
----
NUT a
PL 5/8
STAINLESS STEEL
N0. OF
f.,
! • .
-2. 0 DOUBLE EXTRA
WASHER
5/16
TYP.
3
SOFFIT
+
(FT.)
HINGES
SIZE
STEEL PIPE
MEMBER SIZE
MEMBER SIZE
MEMBER SIZE
DETAIL
'C'
SECTION
SEE DETAIL •C•
9'
12"
Ixl/2
C 4x7.25
>.
.
H.
DETAIL
-PL 7/8 x 9 x 0'-9"
1/2'. - 6•
J yr
12"
PL 3/4
C 4x7.25
_
•D•
1 vls•.
HOLES.
--r-x TYP.
a
vi U;
4x8
2
SECTION K -K
34/2
JL
C 5x9
im
6x4
2
18'
K
np
•
TS 2x2x.250
PL 1/4 x I I/2
.,
1
6x6
1/2•
9' 4 1/2•
x 0'-1 1/2'
C 4x7.25
NUT a
I
x m p= N
PLATE V
SHEAR PIN
I
• HINGE
DETAIL (sm. I Sm
DETAIL 'D"
3x1/2
PLATE T
C 5x9
TS 3.5x3.5x.250
TS 7x4x.375
Mt
I- w
N
:? '•, i M
PLATE T
18'
I40
SECTION M -M
aTAIDARD PLAN
360-0
sNEETaoFe
LOPED OROTECTION BARRIER -
2 1/2. 0 DOUBLE 3•
EXTRA STRONG PIPE
I I/2• 6'
11/2•
INLET/OUTLET SLOPED PROTECTION BARRIER
1 1/2' SHEAR PIN
SOFFIT
'
BARS 20'
'.�
----
z
PL 5/8
STAINLESS STEEL
N0. OF
f.,
L
-2. 0 DOUBLE EXTRA
SIDE FRAME
5/16
TYP.
3
STRONG STAINLESS
+
(FT.)
HINGES
SIZE
STEEL PIPE
MEMBER SIZE
MEMBER SIZE
MEMBER SIZE
DETAIL
'C'
SECTION
L -L
9'
12"
Ixl/2
C 4x7.25
C 4x7.25
TS 2x2x.250
1.0 STD.
0W
-PL 7/8 x 9 x 0'-9"
1/2'. - 6•
J yr
12"
PL 3/4
C 4x7.25
_
SLEEVES
1 vls•.
HOLES.
--r-x TYP.
a
vi U;
4x8
2
12-
34/2
JL
C 5x9
im
6x4
I40
SECTION M -M
PLATE S DETAIL
AMERICAN jXKJC WOWS ASSOCIAIM • SOUTHIERN CALIFORIM CHAPTIEA
aTAIDARD PLAN
360-0
sNEETaoFe
LOPED OROTECTION BARRIER -
2 1/2. 0 DOUBLE 3•
EXTRA STRONG PIPE
N
TABLE 1:
INLET/OUTLET SLOPED PROTECTION BARRIER
PLATE S DETAIL
AMERICAN jXKJC WOWS ASSOCIAIM • SOUTHIERN CALIFORIM CHAPTIEA
aTAIDARD PLAN
360-0
sNEETaoFe
LOPED OROTECTION BARRIER -
TEN -NINE A CALIFORNIA
LIMITED P TNERSHIP
470 E. H ISON STREET
CORONA, 92879
APKXA 1DEVM0PM
FIESTA DEVELOPMENT
470 E. HARRISON STREET
CORONA, CA 92879
WF V PKAML MtMULK I
-
1
FRONT ELEVATION NOTES:
I. FOR FRAME MEMBER SIZE.
ADD 4-•3 BARS SEE TABLE 1, SH. 3.
2. FOR CONNECTION DETAILS
A 20• LONG SH. 4.
--------i-
RCP
x
FLOW
a �
SECTION G -G \_SEE BASE PLATE DETAIL
RCP OUTLET PROTECTION BARRIER (SH. 4)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PIAN
360 - 0
sHEET 2 OF e
SLOPED PROTECTION BARRIER
PLATE U. SEE
PLATE U DET AIL•
f-
1.0 BOLTS
2 1/2. 0 DOUBLE 3•
EXTRA STRONG PIPE
A00 4-05
TABLE 1:
INLET/OUTLET SLOPED PROTECTION BARRIER
1 1/2' SHEAR PIN
5/16
TYP.
BARS 20'
'.�
ZA
z
BOX SIZE
x H
STAINLESS STEEL
N0. OF
HINGE
LONG. BOTH
. •• •
SIDE FRAME
•
3
w
3
0
o
WAYS
(FT.)
HINGES
SIZE
SIZE (INCHES)
MEMBER SIZE
MEMBER SIZE
MEMBER SIZE
4x4
m
14 i
m e
4•x4
2
12"
Ixl/2
C 4x7.25
C 4x7.25
TS 2x2x.250
1.0 STD.
0W
4
y :
2
12"
PL 3/4
C 4x7.25
C 4x7.25
SLEEVES
C 8x1.75
a
vi U;
4x8
2
12-
34/2
C 5x9
C 5x9
TS 3x32.250
6x4
2
18'
Ixl/2
np
•
TS 2x2x.250
C 603
W cr
1
6x6
.. v •.>..: • y
`e. ! •�
18-
2x1/2
C 4x7.25
NUT a
I
x m p= N
PLATE V
- .i
1
o w
e
1 r<t
2
WASHER
3x1/2
SOFFIT
C 5x9
TS 3.5x3.5x.250
TS 7x4x.375
a CO
I- w
N
6x10
2
18'
4 1/2x1/2
C 6x10.5
C 6x10.5
TS 4.5x4.5x.250
8x4
3
SH.
4
SEE DETAIL ;E'��SEE
C 4x7.25
TS 2x2x.250
x o o w--
o� aH N
8x8
o w
o z w i
8x6
-_
---
---
C 4x7.25
SECTION N -N
DETAIL 'F'
Ow 1-
0
-
------
3
12'
3x1/2
C 5x9
C 5x9
-------------------
3
w acs
W O y
8x10
3
12'
4 1/2x1/2
C 6x10.5
C 6x10.5
TS 4.Sx4.SX.250
18' 1
-i
ORO
J c -
IOx6
4.•
N
18-
2x1/2
C 4x7.25
C 4x7.25
TS 2.5x2.5x.250
PL 1/4 x 2
3
18'
3x1/2
6'
12• 6.
x 0'-2'
00. o z, 3
4,4
24•
w=
WX
wo
o W o
NwZ
10x10
SHEAR PIN
24" HINGE
DETAIL (SM. 1 a 2)
DETAIL 'F"
PLATE V
TS 4.5x4.5x.250
5 1/4x5/8
PL 7/8x
Pt
~•
e�'
'• tP
PLATE V 12 x I'-0',
2xI/2
C 5x9
C 5x9
TS 3x3x.250
3• 6-3.
TYP. 5/16
N,
12x8
3
24'
3x1/2
C 5x9
C 5x9
TS 3.5x3.5x.250
=
a N
0: e W
12x10
3
24•
4 1/2x1/2
C 6x10.5
C 6x10.5
TS 4.5x4.5x.250
w
z 5 =Io
o w
SOFFIT
1 24'
6 1/2x5/8
C 9x20
--"----
----
PL 3/4
J
4 wliFO...
1/2• (TYP.)
�''
0
3
+ 5/I6
2x1/2
TYP.
C 5x9
TS 3x3x.250
EXTRA STRONG PIPE
3
24-
3x1/2
DETAIL
'E"
SECTION 0-0
m r m I-
y~z
12' -
3'
7/8 x 12 x V -O'
_
3' 6•
3
24' 1
4 1/2x1/2
C 7x12.25 I
1 1/16.0
�PL
HOLES.
TYP.
SECTION P -P
PLATE V DETAIL
� I .+ww.=Mv�x� rvv=.Iv nVRna /� 1 M1 - iIVH ITICRR \MLIrVRI�
1
SLOPED PROTECTION BARRIER
STANDARD PLAN
360-0
sHEET 7 OF e
UISLIG VVORRs ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN I I
SLOPED PROTECTION BARRIER 360 - 0
sIIEET s of e
NOTES
I. WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE,
THE NEXT LARGER SIZE SHALL BE USED.
2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER.
3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS
STEEL.
4. THE CONTRACTOR SHALL MAKE ANY NECESSARY MODIFICATIONS TO
ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN
ORDER TO INSTALL OR REMOVE THE PROTECTION BARRIER. ENDS
OF HINGE PINS SHALL BE THREADED IN ORDER THAT NUTS AND
LOCK WASHERS WILL BE FLUSH WITH THE HINGE PIPE. THREADS
BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL.
5. ALL FRAME MEMBERS SHALL BE GALVANIZED AFTER FABRICATION.
6. IF FIELD WELDS ARE NECESSARY. GALVICON, GALVALLOY OR
AGENCY APPROVED EQUAL SHALL BE USED FOR COATING.
7. MID -BUMPER SHALL BE USED FOR 3 HINGED BARRIERS.
8. ANY DEVIATIONS OR MODIFICATIONS TO THIS STANDARD SHALL BE
APPROVED BY THE AGENCY.
9. AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A
PUBLIC WALKWAY. THE TOP SLAB THICKNESS SHALL BE INCREASED
BY 3" IN ORDER TO PROVIDE A RECESS FOR THE HINGE TOP PLATE.
THE RECESS SHALL BE BACKFILLED WITH GROUT AND SMOOTHED AS
SHOWN.
10. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO
SWING OPEN IN THE DIRECTION OF FLOW.
11. MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE
NOTED.
12. DESIGN LOADS:
A. INLET/OUTLET: BULKED EFD = 85 PCF
B. OCEAN OUTLETS:
I. 1800 PSF 0 SAND PLA E AREA
2. 600 PSF @ LOWER OPEN AREA
RECORD DRAWING'S PREPARED 8Y
O NADOLE d ASSOCIATES, INC.
W° RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PRI -PARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF. - ,
�y d�
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
f-
O
mt-
Z
TABLE 2:
TABLE 1:
INLET/OUTLET SLOPED PROTECTION BARRIER
a
(D
z
BOX SIZE
x H
BOX SIZE
W x H
N0. OF
HINGE
VERTICAL BAR
TOP FRAME
SIDE FRAME
BOTTOM FRAME
3
w
3
0
o
D y
(FT.)
HINGES
SIZE
SIZE (INCHES)
MEMBER SIZE
MEMBER SIZE
MEMBER SIZE
4x4
m
14 i
m e
4•x4
2
12"
Ixl/2
C 4x7.25
C 4x7.25
TS 2x2x.250
2
0W
4
4x6
2
12"
2x1/2
C 4x7.25
C 4x7.25
TS 222x.250
C 8x1.75
a
vi U;
4x8
2
12-
34/2
C 5x9
C 5x9
TS 3x32.250
6x4
2
18'
Ixl/2
C 4x7.25
C 4x7.25
TS 2x2x.250
C 603
W cr
CO 0 N
6x6
2
18-
2x1/2
C 4x7.25
C 4x7.25
TS 2.5x2.5x.250
x m p= N
TS 6x4x.375
a_ •m4
o w
6x8
2
18•
3x1/2
C 5x9
C 5x9
TS 3.5x3.5x.250
TS 7x4x.375
a CO
I- w
N
6x10
2
18'
4 1/2x1/2
C 6x10.5
C 6x10.5
TS 4.5x4.5x.250
8x4
3
12-
IxI/2
C 4x7.25
C 4x7.25
TS 2x2x.250
x o o w--
o� aH N
8x8
o w
o z w i
8x6
3
12'
2x1/2
C 40.25
C 4x7.25
TS 2.5x2.5x.250
8x10
Ow 1-
0
W 4 4 y
8x8
3
12'
3x1/2
C 5x9
C 5x9
TS 3x3x.250
3
w acs
W O y
8x10
3
12'
4 1/2x1/2
C 6x10.5
C 6x10.5
TS 4.Sx4.SX.250
18' 1
-i
ORO
J c -
IOx6
3
18-
2x1/2
C 4x7.25
C 4x7.25
TS 2.5x2.5x.250
IOx8
3
18'
3x1/2
C 5.9
C 5x9
TS 3.5x3.5x.250
00. o z, 3
4,4
24•
w=
WX
wo
o W o
NwZ
10x10
3
18'
4 1/2x1/2
C 6x10.5
C 6x10.5
TS 4.5x4.5x.250
5 1/4x5/8
Z J
w x w 4
12x6
3
24-
2xI/2
C 5x9
C 5x9
TS 3x3x.250
C 9x20
o
w 3
12x8
3
24'
3x1/2
C 5x9
C 5x9
TS 3.5x3.5x.250
=
a N
0: e W
12x10
3
24•
4 1/2x1/2
C 6x10.5
C 6x10.5
TS 4.5x4.5x.250
w
z 5 =Io
o w
14x6
1 24'
6 1/2x5/8
C 9x20
C 903.4 tTS
7x5x.500
J
4 wliFO...
3
24'
2x1/2
C 5x9
C 5x9
TS 3x3x.250
14x8
3
24-
3x1/2
C 6x10.5
C 6x10.5
TS 4x4x.250
m r m I-
y~z
14x10
3
24' 1
4 1/2x1/2
C 7x12.25 I
C 7XI2.25
1 TS 5x5x.250
UISLIG VVORRs ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN I I
SLOPED PROTECTION BARRIER 360 - 0
sIIEET s of e
NOTES
I. WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE,
THE NEXT LARGER SIZE SHALL BE USED.
2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER.
3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS
STEEL.
4. THE CONTRACTOR SHALL MAKE ANY NECESSARY MODIFICATIONS TO
ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN
ORDER TO INSTALL OR REMOVE THE PROTECTION BARRIER. ENDS
OF HINGE PINS SHALL BE THREADED IN ORDER THAT NUTS AND
LOCK WASHERS WILL BE FLUSH WITH THE HINGE PIPE. THREADS
BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL.
5. ALL FRAME MEMBERS SHALL BE GALVANIZED AFTER FABRICATION.
6. IF FIELD WELDS ARE NECESSARY. GALVICON, GALVALLOY OR
AGENCY APPROVED EQUAL SHALL BE USED FOR COATING.
7. MID -BUMPER SHALL BE USED FOR 3 HINGED BARRIERS.
8. ANY DEVIATIONS OR MODIFICATIONS TO THIS STANDARD SHALL BE
APPROVED BY THE AGENCY.
9. AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A
PUBLIC WALKWAY. THE TOP SLAB THICKNESS SHALL BE INCREASED
BY 3" IN ORDER TO PROVIDE A RECESS FOR THE HINGE TOP PLATE.
THE RECESS SHALL BE BACKFILLED WITH GROUT AND SMOOTHED AS
SHOWN.
10. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO
SWING OPEN IN THE DIRECTION OF FLOW.
11. MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE
NOTED.
12. DESIGN LOADS:
A. INLET/OUTLET: BULKED EFD = 85 PCF
B. OCEAN OUTLETS:
I. 1800 PSF 0 SAND PLA E AREA
2. 600 PSF @ LOWER OPEN AREA
RECORD DRAWING'S PREPARED 8Y
O NADOLE d ASSOCIATES, INC.
W° RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PRI -PARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF. - ,
�y d�
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
f-
SLOPED PROTECTION BARRIER
Z
TABLE 2:
OCEAN OUTLET SLOPED PROTECTION BARRIER
a
(D
z
BOX SIZE
x H
NO. OF
HINGE
VERTICAL BAR
TOP FRAME
SIDE FRAME
BOTTOM FRAME
xW
SCALE:
3
(FT.I
HINGES
SIZE
SIZE (INCHES)
MEMBER SIZE
MEMBER SIZE
MEMBER SIZE
Ill
0
4x4
2
12'
2 1/2x5/8
C 5x9
C 5x9
TS 3x3x.250
s
4x6
2
12"
3 3/40/8
C 6x13
C 6x8.2
TS 4x2x.313
4x8 1
2
12" 1
5 1/44/8
C 8x1.75
C 80.5
TS 6x2x.250
1"
3
6.4 1
2
18"
2 1/2x5/8
C 6x13
C 6x8.2
TS 4x3.c.313
2
18'
3 3/4x5/8
C 603
C 6x8.2
TS 4x4x.500
W6x6
6x8
2
IS"
5 1/4x5/8
C 8218.75
C 8x11.5
TS 6x4x.375
ro6x10
2
18•
6 1/2x5/8
C 9x20
C 9x13.4
TS 7x4x.375
8x4
3
12•
2 1/2x5/8
C 5x9
C 5x9
TS 3x3x.250
Z
0
8x6
3
12'
3 3/4x5/8
C 6x13
C 6x8.2
TS 4x3x.250
8x8
3
12"
S 1/4x5/8
C 8x18.75
C 8X11.5
TS 6x2x.250
W
1-
O
8x10
3
12-
6 1/2x5/8
C 9x2_0
C 943.4
TS 7x3x.250
xa F
IOx6
3
18'
3 3/40/8
C 0x13
C 6x8.2
TS 4x4x.313
W 4
IOxB
3
18' 1
5 1/4x5/8
C 8x18.75
C 8x11.5
TS 6x4x.313
F a
10x10
3
I8•
6 1/20/8
C 9x20
C 903.4
TS 7x3x.313
p w
12x6
3
24•
3 3/4x5/8
C 7x14.75
C 7x9.8
TS 5x4x.313
z rc
12x8
3
24•
5 1/4x5/8
C 8x18.75
C 8x11.5
TS 6x4x.375
V'Qm
12x10
3
24'
6 1/2x5/8
C 9x20
C 9xI3.4
TS 7x4x.375
ILI J
X Z
14x6
3
24'
3 3/4x5/8
C 8x18.75
C 8x11.5
TS 6x4x.375
14x8
3
24•
5 1/4x5/8
C 8x18.75
C 8X11.5
TS 6x6x.375
a co my
~
14x10
3
1 24'
6 1/2x5/8
C 9x20
C 903.4 tTS
7x5x.500
UISLIG VVORRs ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN I I
SLOPED PROTECTION BARRIER 360 - 0
sIIEET s of e
NOTES
I. WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE,
THE NEXT LARGER SIZE SHALL BE USED.
2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER.
3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS
STEEL.
4. THE CONTRACTOR SHALL MAKE ANY NECESSARY MODIFICATIONS TO
ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN
ORDER TO INSTALL OR REMOVE THE PROTECTION BARRIER. ENDS
OF HINGE PINS SHALL BE THREADED IN ORDER THAT NUTS AND
LOCK WASHERS WILL BE FLUSH WITH THE HINGE PIPE. THREADS
BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL.
5. ALL FRAME MEMBERS SHALL BE GALVANIZED AFTER FABRICATION.
6. IF FIELD WELDS ARE NECESSARY. GALVICON, GALVALLOY OR
AGENCY APPROVED EQUAL SHALL BE USED FOR COATING.
7. MID -BUMPER SHALL BE USED FOR 3 HINGED BARRIERS.
8. ANY DEVIATIONS OR MODIFICATIONS TO THIS STANDARD SHALL BE
APPROVED BY THE AGENCY.
9. AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A
PUBLIC WALKWAY. THE TOP SLAB THICKNESS SHALL BE INCREASED
BY 3" IN ORDER TO PROVIDE A RECESS FOR THE HINGE TOP PLATE.
THE RECESS SHALL BE BACKFILLED WITH GROUT AND SMOOTHED AS
SHOWN.
10. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO
SWING OPEN IN THE DIRECTION OF FLOW.
11. MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE
NOTED.
12. DESIGN LOADS:
A. INLET/OUTLET: BULKED EFD = 85 PCF
B. OCEAN OUTLETS:
I. 1800 PSF 0 SAND PLA E AREA
2. 600 PSF @ LOWER OPEN AREA
RECORD DRAWING'S PREPARED 8Y
O NADOLE d ASSOCIATES, INC.
W° RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PRI -PARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF. - ,
�y d�
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PIAN
360
SHm - 0
t�ETeoFe
SLOPED PROTECTION BARRIER
PLAN PREPARED BY:
o P ESSb VAN DELL AND ASSOCIATES• NC.
R• F CIVIL ENGINEERS
r SURVEYORS LAND PLANNERS DRAWN BY:
r No. 024725 17801 CARTWRIGHT ROAD NMH
* Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400 DESIGM BY:
UNDER THE >�ERWIS M OF: MR
N
OF CP�-� �_ CHECKED BY:
DRG
DONALD R. GORDON R.C.E. 24725 DATE
CITY OF FONTANA, CALIFORNIA
STORM DRAW PLAN & PROFL■E
SOU HRIDGE VILLAGE
1-7 T ACT 14243
ALS
OVED B
lz
TTY EER R.C.E. 51152 DATE:
0
0-
d
N
Ln
d-
Ln
O
O
N
n
N
r\
T.
Z
CL
0
V)
N
O
1
u
O
I
O
O
I
00
00
1
U)
O
N
Z
.
Q
a
(D
z
W
0
0
SCALE:
00
AS SHOWN
00
/
DATE -
07 -27-05
Ill
DRAWW NO.:
2
3871
5
X