HomeMy WebLinkAbout3614-11A-3
B-1
2'
DETAIL 'E' (TYP'
FLOW
A► 6 o -
((SH. 33 H((SH. 3)
GREATER OF 20 BAR
DIAMETERS OR T2
A-5 A-7
B -I
/7B -
_w
3
A -7 \ C-1
D-2
e-2
A-6 N •4®18 ,�
- � - r . Q (sH. 2)
A 4 I A I BEND AS
SHOWN ON E-040180 F
I A-2 SECT. B -BL U
I- - - - - - —j
d I T3
SYMMETRICALIF
e I ABOUT C.
1 T2/2 I
T2
PIPE OR -00
BOX PER
PROJECT
DRAWINGS
N a `-5'-0• HIGH CHAIN �= I
�♦ LINK FENCE PER
B STD. PLAN 600
L
PLAN
T6/2
1
I
4zD MIN. OR W
RIPRAP
T6
RIPRAP. BACKFILL.
RETAINING WALL OR
WING WALL PER
PROJECT DRAWINGS
T2
T2
72/3 A-4
5• 4' MIN.
2xT •5012'
AROUND
RCP_ RCB (TYP.)
DETAIL "E"
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
ENERGY DISSIPATOR - IMPACT BASIN
STANDARD PLAN
PUBLIC WORKSENDOOKCOMMITDSINC..
GREENBOOK COMMITTEE
WITH VERTICAL BAFFLE WALL
384-1
1993
A-1
09 0 12'
REV. IBM
SHEET 1 OF 8
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTE,
BASIN FULL • IMPACT ON BAFFLE WALL.
2. BASIN FULL • 1/2 IMPACT ON THE OTHER WALLS.
3. STRENGTH DESIGN, LIVE LOAD FACTOR - 1.7
DEAD LOAD FACTOR ■ 1.4
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
BAS
I N
W I DTH
W= 1 6'
REINFORCING STEEL
DIMENSIONS SIZE 8 SPACING SIZE 9 SPACING
DESIGNATION WORKING STRESS STRENGTH DESIGN
H
12'
A-1
09 0 12'
08 0 12'
L
21-6-
A-2
09 012'
98 0 12'
0
8'
A-3
05 012'
64 0 12'
b
6'
A-4
84018,
84 0 12'
C
8'
A-5
•5 012'
•4 0 12'
d
2'-S'
A-6
09 012'
860 6'
a
V-4'
A-7
06012.
66012-
6012'f
f
31-61
A-8
09 012'
o7@121
p
6'
B -I
•4012'
•401Z -
T,
12'
B-2
•4 012'
•4 0 12'
T2
10'
B-3
06 012'
06 0 12'
T3
13•
C -I
04 0 15'
04 015"
T4
9.5'
C-2
94 015'
04 015'
T5
10'
0-I
•4 0 12'
64 0 12'
T6
9•
D-2
04 ®18'
64 0 le'
DESIGN LOADS
IMPACT = 675 PSF
IMPACT = 675 PSF
NOTE,
BASIN FULL • IMPACT ON BAFFLE WALL.
2. BASIN FULL • 1/2 IMPACT ON THE OTHER WALLS.
3. STRENGTH DESIGN, LIVE LOAD FACTOR - 1.7
DEAD LOAD FACTOR ■ 1.4
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
B A S I
N
W I D T H W= 2 0'
REINFORCING STEEL
DIMENSIONS SIZE a SPACING SIZE 9 SPACING
DESIGNATION WORKING STRESS STRENGTH DESIGN
N
15'
A -I
6806"
08 0 8'
L
26-6'
A-2
47061
0708'
0
10'
A-3
64 0 6'
04 0 8'
b
7-6'
A-4
04 012'
04 016'
C
10'
A-5
04 012'
1408-
408 -
d
d
3'-4•
A-6
0906*
96 0 4'
e
I'-8'
A-7
07 014'
•7 ®14'
1
3'-6'
A-8
0807-
08012,
p
7'-6*
B-1
04 012'
•4 012'
T,
14'
B-2
•4 012'
64 012'
T2
12'
B-3
•7 014'
•7 014'
T3
16'
C-1
•4 013'
•4 013'
T4
11.5'
C-2
•4 013'
•4 013'
T5
13'
D -I
84012.
04012'
T6
9'
D-2
.6013-
05014-
DESIGN LOADS
DESIGN LOAM
IMPACT = 675 PSF
NOTE,
BASIN FULL • IMPACT ON BAFFLE WALL.
2. BASIN FULL • 1/2 IMPACT ON THE OTHER WALLS.
3. STRENGTH DESIGN, LIVE LOAD FACTOR - 1.7
DEAD LOAD FACTOR ■ 1.4
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
B A S
I N
W I D T H W= 2 4'
REINFORCING STEEL
DIMENSIONS SIZE B SPACING SIZE a SPACING
DESIGNATION WORKING STRESS STRENGTH DESIGN
H
18'
A -I
89@61
•9 @ 5-
L
32'
A-2
•9 0 6'
0908"
a
12'
A-3
•5 0 6'
•5 0 8'
b
9'
A-4
•5 012'
•4 016'
C 1
12'
A-5
@4(1)6'
65 0 8'
d
4'
A-6
8100 6'
•9 0 6'
e
2'
A-7
•7 012'
•7 012'
f
4'-6'
A-8
•9 0 7'
09012,
9
8.-6.
B -I
•4 012'
94 012'
T,
17'
B-2
•4 012'
•4 ®12'
Tz
13'
B-3
o70121
o70121
T3
18'
C-1
•4 012'
94012'
T4
14'
C-2
P4012'
04 012'
T5
17'
0-1
•4 012'
•4 012'
T6
9'
0-2
990181
•7 014'
DESIGN LOADS
DESIGN LOAM
IMPACT = 675 PSF
NOTE,
BASIN FULL • IMPACT ON BAFFLE WALL.
2. BASIN FULL • 1/2 IMPACT ON THE OTHER WALLS.
3. STRENGTH DESIGN, LIVE LOAD FACTOR - 1.7
DEAD LOAD FACTOR ■ 1.4
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
BAS
I N
WIDTH
W= 1 8'
REINFORCING STEEL
DIMENSIONS SIZE 6 SPACING SIZE a SPACING
DESIGNATION WORKING STRESS STRENGTH DESIGN
H
13'-6'
A -I
9100 12'
09 0 I2'
L
24'
A-2
07 0 6'
06 0 6'
a
9'
A-3
45 12'
*50121
b
6'-9'
A-4
04 0 18'
94 0 18'
C
9'
A-5
95 012'
95 012'
d
3'
A-6
*so 6'
09 012'
•
1'-6'
A-7
•5 0 8'
•5 0 8'
f
3'-6'
A-8
6008,
08 014'
p
7'
8-1
84 012'
•4 012'
T,
13'
B-2
•4 012'
•4 012'
T2
12
B-3
07 016'
97 016'
T3
14'
C-1
64 013'
04 013'
T4
10.5'
C-2
04 013'
04 013'
TS
11'
D -I
64 0 12'
64 012'
T6
9'
D-2
04 012'
04 018'
DESIGN LOAM
IMPACT = 750 PSF
IMPACT = 750 PSF
NOTE,
BASIN FULL • IMPACT ON BAFFLE WALL.
2. BASIN FULL • 1/2 IMPACT ON THE OTHER WALLS.
3. STRENGTH DESIGN, LIVE LOAD FACTOR - 1.7
DEAD LOAD FACTOR ■ 1.4
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
B A S
I N
W I D T H
W= 2 2'
REINFORCING STEEL
DIMENSIONS SIZE a SPACING SIZE A SPACING
DESIGNATION WORKING STRESS STRENGTH DESIGN
H
16'-6-
A -I
•9 0 6'
•9 0 8'
L
29-6'
A-2
88061
•8 0 e'
a
II'
A-3
•4 0 6'
04 0 8'
b
W-3'
A-4
44 012'
04 016'
C
II'
A-5
•5 012'
#50161
d
3'-B'
A-6
•9 0 6'
•9I) 8'
•
1'-10'
A-7
•8 016'
•8 016'
f
4'
A-8
69 0 8'
88011'
p
e'
B -I
04 012'
•4 ®12'
T,
15'
B-2
•4 012'
94 012'
T2
13'
B-3
•8 018'
88018,
T3
17'
C-1
•4 012'
84012,
T4
13'
C-2
04 012'
•4 012'
T5
I5'
D -I
64(0&4
012'
T6
9'
D-2
•B 018'
•6 014'DESIGN
LOADS I
IMPACT = 750 PSF
IMPACT = 750 PSF
NOTE,
BASIN FULL • IMPACT ON BAFFLE WALL.
2. BASIN FULL • 1/2 IMPACT ON THE OTHER WALLS.
3. STRENGTH DESIGN, LIVE LOAD FACTOR - 1.7
DEAD LOAD FACTOR ■ 1.4
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
B A S
I N
W I D T H W= 2 6'
REINFORCING STEEL
DIMENSIONS SIZE a SPACING SIZE a SPACING
DESIGNATION WORKING STRESS STRENGTH DESIGN
H
19'-6'
A -I
•8 0 4'
01009,
L
35'
A-2
•9 0 6'
•9 0 8'
a
13'
A-3
9608.
•8 016'
b
9'-9'
A-4
•6 016'
•5 016'
C
13'
A-5
•8 0)16*
•5 0 8'
d
4'-4'
A-6
■9 0 4•
•8 0 4'
•
2'-2"
A-7
6608.
•6 ® 8'
1
4'-6'
A-8
8906'
08081
9
9'-6'
B -I
•4 012'
84 012'
T,
18'
B-2
•4 012'
•4 012'
T2
13'
B-3
•7 012'
o70121
T3
21'
C-1
85 ®16'
•5 016'
T4
15'
C-2
05 016'
•5 016-
T5
19'
D -I
•4 012'
•4 012'
T6
9'
D-2
•8 014'
•7 015'
DESIGN LOADS 1
2
IMPACT = 750 PSF
NOTE,
BASIN FULL • IMPACT ON BAFFLE WALL.
2. BASIN FULL • 1/2 IMPACT ON THE OTHER WALLS.
3. STRENGTH DESIGN, LIVE LOAD FACTOR - 1.7
DEAD LOAD FACTOR ■ 1.4
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
384-1
ENERGY DISSIPATOR - IMPACT BASIN
WITH VERTICAL BAFFLE WALL
SHEET 5OF8
U
(z -n
0
C3
N
Ld
cu0
E
CD DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
J
CL
REV. REVISION DESCRIPTION
��oQ� vaeva�a�
I 2-e5
ti
•4012• TIES
19 2-•4
BAFFLE WALL
4-A-1 CORNER BARS
•4®12'
A -I d
04012' TIES _
T3 �Gr A-8
T -r / 5=.02 MIN. v
DWGS. REGARDING w v_D-I
NEED FOR THRUST
BLOCK B/OR CONC. Ua/4 °/4 A-8 D-2
COLLAR C-2—
4' OR 6' FILLET. TYP.
FLAT ARMOR PLATE. 4-•8 0 CENTER PIER
SEE DETAIL SH. 7
SECTION A—A
B -IBB -2 SYMMETRICAL
BARS. BOTH ABOUT
SIDES 1
I 1
.o
'J I 2■
(TYP.)
1
to. ff
I
I I
A-3 8 A-4 BARS
TOP S BOTTOM
SECTION D—D
2-+5 BARS
EACH FACE.
TYP.
BAS
0
WIDTH W= 2 8'
REINFORCING STEEL
DIMENSIONS SIZE a SPACING SIZE a SPACING
DESIGNATION WORKING STRESS STRENGTH DESIGN
•4018'
21'
A -I
#9041
6906,
L
CHAMFER
B-1
•8 0 4'
99(0)8'
a
14'
A-3
♦D
B-2
b
10'-6•
A-4
•6 012'
68012,
C
H�
FLOW 4'
--_
•7 012'
57 012'
MIN.
4'-8'
d
89 0 4'
_
e
2'-4'
I
A-2-
@80131
B -I
5'
A-8
a-�
Gj
9
10'
B -I
1"A
PIPE OR BOX PER D
44 012'
T,
PROJ. DWGS. MAX.
B-2
—
INLET PIPE SLOPE
= 0.10. SEE PROJ.
14'
B-3
•8 014•
I 2-e5
ti
•4012• TIES
19 2-•4
BAFFLE WALL
4-A-1 CORNER BARS
•4®12'
A -I d
04012' TIES _
T3 �Gr A-8
T -r / 5=.02 MIN. v
DWGS. REGARDING w v_D-I
NEED FOR THRUST
BLOCK B/OR CONC. Ua/4 °/4 A-8 D-2
COLLAR C-2—
4' OR 6' FILLET. TYP.
FLAT ARMOR PLATE. 4-•8 0 CENTER PIER
SEE DETAIL SH. 7
SECTION A—A
B -IBB -2 SYMMETRICAL
BARS. BOTH ABOUT
SIDES 1
I 1
.o
'J I 2■
(TYP.)
1
to. ff
I
I I
A-3 8 A-4 BARS
TOP S BOTTOM
SECTION D—D
2-+5 BARS
EACH FACE.
TYP.
3/4'
CHAMFER.
TYP.
2'
(TYP.)
M
C -t
•4®I8•
UNDISTURBED
EARTH. TYP.
x•4018'
I
C (SH. 3)
44 0 12' TIES
4-•8
.I
T3
NOTE=
FLAT ARMOR PLATE NOT SHOWN.
SECTION G—G
BAS
I N
WIDTH W= 2 8'
REINFORCING STEEL
DIMENSIONS SIZE a SPACING SIZE a SPACING
DESIGNATION WORKING STRESS STRENGTH DESIGN
H
21'
A -I
#9041
6906,
L
37'-6'
A-2
•8 0 4'
99(0)8'
a
14'
A-3
o608.
s90121
b
10'-6•
A-4
•6 012'
68012,
C
14'
A-5
•7 012'
57 012'
d
4'-8'
A-6
89 0 4'
08 0 4'
e
2'-4'
A-7
08 013'
@80131
f
5'
A-8
08 0 4'
■8 0 7'
9
10'
B -I
•4 012'
44 012'
T,
20'
B-2
•4 012'
@40121
T2
14'
B-3
•8 014•
98 0141
T3
23'
C -I
05(4)15.
05 015'
T4
17'
C-2,
95 015'
05 015'
Ts 1
21'
D -I
•4 012'
04 012'
T6
9'
D-2
1 tea III
I •8 015'
DESIGN
LOADS
2
IMPACT = 1100 PSF
3/4'
CHAMFER.
TYP.
2'
(TYP.)
M
C -t
•4®I8•
UNDISTURBED
EARTH. TYP.
x•4018'
I
C (SH. 3)
44 0 12' TIES
4-•8
.I
T3
NOTE=
FLAT ARMOR PLATE NOT SHOWN.
SECTION G—G
BASIN
I N
WIDTH W=32'
REINFORCING STEEL
DIMENSIONS SIZE a SPACING SIZE a SPACING
DESIGNATION WORKING STRESS STRENGTH DESIGN
H
24'
A -I
•100 4•
99051
L
42'-6'
A-2
09 0 4'
0805,
a
16'
A-3
@5041
08 010'
b
12'
A-4
•6 0 8'
64 ® 5'
c
16'
A-5
98 012'
•5 0 5'
d_
5'-4•
A-6
0100 4'
0100 5'
0
2'-8•
A-7
•8 010'
98010,
f
6'
A-8
•9 0 4'
•B 0 6'
9
11'
B -I
•4 010'
•4 010'
T,
25'
B-2
•4 010'
•4 010'
T2
14•
B-3
•80111
08011'
T3
26'
C -I
05 012'
95 012'
T4
20'
C-2
s50121
•5 012'
T5
26'
D -I
•4 012'
•4 012'
T6
Ir
D-2
08 010'
69 018'
DESIGN
LOADS
2
IMPACT= 1300 PSF
3/4'
CHAMFER.
TYP.
2'
(TYP.)
M
C -t
•4®I8•
UNDISTURBED
EARTH. TYP.
x•4018'
I
C (SH. 3)
44 0 12' TIES
4-•8
.I
T3
NOTE=
FLAT ARMOR PLATE NOT SHOWN.
SECTION G—G
NOTES,
I. BASIN FULL • IMPACT ON BAFFLE WALLS.
2. BASIN FULL • 1/2 IMPACT ON THE OTHER WALLS.
3. STRENGTH DESIGN= LIVE LOAD FACTOR 1.7
DEAD LOAD FACTOR ■ 1.4
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
BAS
I N
W I DTH W= 3 0'
REINFORCING STEEL
DIMENSIONS SIZE a SPACING SIZE 6 SPACING
DESIGNATION WORKING STRESS STRENGTH DESIGN
H
22'-6*
A -I
0100 4'
0804*
L
40'
A-2
•9 0 4'
01008,
a
15'
A-3
05(04'
87(9)8.
b
11'73'
A-4
07 012'
95 0 e'
C
15'
A-5
•7 012'
04 0 4'
d
5.
A-6
89 0 4-
08 0 4'
a
2'-6'
A-7
06 012*
08 012'
f
5'-6'
A-8
109 0 5'
09 0 8•
p
10'-6'
B -I
04 012'
94012-
4012'T,
T,
22'
B-2
04 012'
64 012'
T2
14•B-3
II' -11•4'-0'
88 012'
08 (U) 12'
T3
24'
C -I
85 012'
•5 012'
T4
18.5'
C-2
@50121
•5 012•
75
24-
D -I
64 012'
w40121
T6
10'
D-2
99 013'
88 015'
LOADS
2
IMPACT = 1200 PSF
NOTES,
I. BASIN FULL • IMPACT ON BAFFLE WALLS.
2. BASIN FULL • 1/2 IMPACT ON THE OTHER WALLS.
3. STRENGTH DESIGN= LIVE LOAD FACTOR 1.7
DEAD LOAD FACTOR ■ 1.4
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
S384 DP1N
SHEL76OF8
ENERGY DISSIPATOR - IMPACT BASIN
WITH VERTICAL BAFFLE WALL
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF 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
CONDMONS AND STANDARDS IN EFFECT
PREPARED FOR:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA
92335
(909) 350-7644
SYMMETRICAL ABOUT 'L --� 3/4• CHAMFER
A -I S A-2 BARS. TYP.
•4018'
cD i A-5
A-6 i B-IF/A ON
A-7 I....—SYMMETRICAL ABOUT C.
I
B-3 I 4' OR 6'
1 FILLET,
TYP.
2• —1
rP.) W/4
••rvn . I
D-I_VA-81 ' I � `0 PIA.
SECTION H—H (sH. I)
'F'
NOTE=
ADDITIONAL RIPRAP OR
BACKFILL AS REQUIRED. f W f
io
SYMMETRICAL
ABOUT IL 1
S=2:1 OR PER
PROJECT
DRAWINGS I I I
� I?
I
.o
--
01�
BEDDING_
SECTION C—C (SH. 2)
T
T/3 T/3
Imo- a T�3
N_ \
Q —
DETAIL "F'
3/8' PREMOLDED
JOINT FILLER
WING WALL RETAINING
WALL AS REQUIRED
RIPRAP
R= 2d50 OR
18' MIN.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
384-1
ENERGY DISSIPATOR - IMPACT BASIN
WITH VERTICAL BAFFLE WALL
SHEET 3OF8
J
X
• n COLUMN
REINFORCEMENT
~ 10 -- NOT SHOWN
STANDARD PLAN
384-1
ENERGY DISSIPATOR - IMPACT BASIN
9'
1/2' 0 STUD CONCRETE
HEADED OR HOOKED ANCHORS
�a 24• MAX.
(TYP.) '-
WELDED TO 1/4' STEEL
A-3
I- (TYP.) I
of } io
PLATE
A-5
Latt'
A-6
• a
..17
PL 1/4 (A-36 STEEL)
X
A -B
9 3'
T.;i PL 1/4
„
B-2
Fit
\ Z
~
M\N
T4 B'
C-2
T5 9'
D -I
12 128
D-2
DESIGN
LOADS
7
a I
~ I K •
j - .
10
-,� K dl
BAFFLE WALL
REINFORCEMENT
1
2-6'
NOT SHOWN
6
9• X
(TYP.) cry 2
a ( TYP.)
Z
3
NOTE:
TI I/2'
a d� d�
d/4
1/4' STEEL PLATE
ASSEMBLY WITH
(TYP.) J
( YP.) ( P.)
(TYP.)
WELDED STUD ANCHORS
3
II' -11•4'-0'
SHALL BE EMBEDDED
14'
6
14
INTO WET CONCRETE.
2
4
131-11,
FLAT ARMOR PLATE DETAIL (sH. 2)
• n COLUMN
REINFORCEMENT
~ 10 -- NOT SHOWN
BAFFLE WALL
REINFORCEMENT
NOT SHOWN
PL 1/4
1/2'0 STUD CONCRETE
ANCHOR
z 3/4' CHAMFER.
a OL\�
TYP.
\ 1-
-F
H
COLUMN
N SECTION K—K
SECTION J—J
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
384-1
ENERGY DISSIPATOR - IMPACT BASIN
WITH VERTICAL BAFFLE WALL
SHEET 7OF8
L 5-6'
A-2
0 2'
A-3
V
A-4
C 4'
A-5
Latt'
A-6
e 8'
A-7
f 2'
A -B
9 3'
T.;i PL 1/4
T, 8'
B-2
N
�- - -
T3 B'
C-1
BAFFLE WALL
REINFORCEMENT
NOT SHOWN
PL 1/4
1/2'0 STUD CONCRETE
ANCHOR
z 3/4' CHAMFER.
a OL\�
TYP.
\ 1-
-F
H
COLUMN
N SECTION K—K
SECTION J—J
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
384-1
ENERGY DISSIPATOR - IMPACT BASIN
WITH VERTICAL BAFFLE WALL
SHEET 7OF8
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 615
SPIKE IN POWER POLE AT THE
CORNER OF CITRUS AVENUE AND
LOS CEDROS AVENUE
ELEVATION: 1467.59
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
909) 356-1815 Fax (909) 356-1795
David S Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
B A S
I N
DIMENSIONS
DESIGNATION
H 3'
A -I
L 5-6'
A-2
0 2'
A-3
b 1' -6'
A-4
C 4'
A-5
d B'
A-6
e 8'
A-7
f 2'
A -B
9 3'
B-1
T, 8'
B-2
T2 8'
B-3
T3 B'
C-1
T4 B'
C-2
T5 9'
D -I
T6 9'
D-2
DESIGN
LOADS
7
B A S
I N
DIMENSIONS
DESIGNATION
H 6'
A -I
L II'
A-2
a 4'
A-3
b 3'
A-4
C 4'
A-5
d 1'-4'
A-6
e 8'
A-7
1 2'
A -B
9 3'
B -I
T, e'
B-2
T2 8'
B-3
T, 8'
T4 8'
C-1
C-2
TS 9'
D -I
T6 9'
D-2
DESIGN
LOADS
D-2
B A S
I N
DIMENSIONS
DESIGNATION
H 9'
A -I
L 16'
A-2
a 6'
A-3
b 4'-6
A-4
C 6'
A-5
d 2'
A-6
e 12'
A-7
f 2'-6-
A-6
T, 9'
B-2
T2 8'
B-3
T3 10'
C-1
T4 8'
C-2
T5 9•
D -I
T6 9'
D-2
DESIGN
LOADS
7
AMERICAN PUBLI
EVER
VY
RECORD DOCUMENT �
These Record Documents have been prepareft
based on information provided by others. The
Design Professional has not verified the accuracy
F9 PR°FESS= and/or completeness of. this information and shall
' ID S.
H��i not be responsible for err
�. . py ors or omission
Mo. 43976 herein as a result
14P. 6M0/07
N 2 3 O (o
\\ CAL1FOA r
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
384-1
A R M
0 R P
L A T E
A N C H O
R T A 8 L E
AE
DESIGNED BY:
-
BASIN
WIDTH
TOTAL N0.
OF BENT
PLATE
ANCHORS
ROW I
TOTAL NO. OF FLAT PLATE ANCHORS
ROW 2 ROW 3 ROW 4 ROW 3 ROW 6 ROW 7
PLATE DIMENSIONS
X Y
4'
6
3
3
3' -1I'
V-0.
6'
6
4
4
5' -ii'
1'-9•
8'
6
7
3
2
7' -II•
2-6'
10'
6
9
6
3
9'-11-
3'-3'
12'
6
12
7
2
3
II' -11•4'-0'
14'
6
14
8
2
4
131-11,
4'-9-
'-9'16'
16'
9
IS
9
2
4
IS' -II'
3'-6'
18'
9
18
10
2
2 4
171-11,
6' -3'
20'
9
20
II
2
2 519'
-II'
7' -O'
22'
9
23
12
2
2 2
5
21-11'
7'-9-
24'
9
25
13
2
2 2
6
23' -11'
8'-6-
'-6'26'
26'
9
26
14
2
2 1 2
6
251-11,
91-3@
28'
12
29
15
2
2 2
2 6
2r -11'
10.-0.
30'
12
31
16
2
2 2
2 7 1
291-11,
101-90
32'
12
32
17
2
2 2
2 7 1
31-11'
11' -6'
RECORD DOCUMENT �
These Record Documents have been prepareft
based on information provided by others. The
Design Professional has not verified the accuracy
F9 PR°FESS= and/or completeness of. this information and shall
' ID S.
H��i not be responsible for err
�. . py ors or omission
Mo. 43976 herein as a result
14P. 6M0/07
N 2 3 O (o
\\ CAL1FOA r
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
384-1
ENERGY DISSIPATOR - IMPACT BASIN
WITH VERTICAL BAFFLE WALL
SHEET 8OF8
9 of ESS /CN
��O ��� S. H,q � q� F`
IIIrp
DRAWN BY:
Z
,;;No. 43976 m
AE
DESIGNED BY:
Exp. 6/30/05
*
AE
C i v l �_ ���P
CHECKED -B'
FDF CAL\FC
ml
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
SCALE.
JUNIPER AVENUE FROM
AS NOTED
BASELINE AVENUE TO DATE:
- -� SOUTH HIGHLAND AVENUE DECEMBER, 2004
APTR6VED B DRAWING NO.: 11
� DATE:l2
CIN E GINEER R.C.E. 51152 36'4 11
Flename: M:\dwg\14907\final design\sd\JUNIPER SD 11.DWG