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CITY DWG. NO.1569
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as
of
PL FUTURE CL OF R/W
BEECH AVENUE I
i EXISTING GROUND I FG BEHIND WALL
i
20 10' 20'
-_-_ 27o MIN. �-�
—-----�---- --- ----- — N
I
SHALLOW
EARTHEN SWALE
12 SECTION A -A
SECTION VIEW
SCALE: 1 =10'
r+t nt-r-nt t Atit-►n tr w
HEADWALL DETAIL
Q
0
DIAL TWO WORKING
BEFORE tt" DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PLAN VIEW
SCALE: it-- i o'
L=10'
FOOTING
SINGLE PIPE HEADWALL
SECTION U
13 ELEVATION VIEW
SCALE: 1'=5'
.lunniF rAi TPANS STD DWG. D89
GRAPHIC SCALE
40 0 20 40 80
(IN NO
1 NG7•! = 40 FT.
160
j
RECORD DOCUMENT
QFESSIoN� These record Documents have been prepared
/Q�Q J`ps HAlyy based on information provided by others. The
Design Professional has not verified the accuracy
=� No.43976 and/or completeness of -this information and shall
p.613o107 •w nof. bd responsible for any. errors or omissions
.P
hic y be incorporated herein as a result
rq� OF CPQ- _ I O
DATE
9HEADWALL DETAIL
REVISION- DESCRIPTION
X
.3w I PUMA
HEADWALL SHALL BE MONOLITHIC.
N
LAP ALL BARS* AT CORNERS 30 DIAMETERS
I 4._9,
IF NOT
Ib
2t -5t,
No
30"
2 -*4 OR S
SEE NOTE 2
0
4' - 6" 1
3'- O"
W
X
4 2"
6'
3'_ B"
N
---LI
:I
O.C. EJL WAY
Ib
SEE NOTE 2
Ib
-
X
—
—t
fi
3'-0"
4'-6"
3'-0"
N
2-"S
X
�
I
c too
+0:
r�
I O.C. EA. WAY
PL FUTURE CL OF R/W
BEECH AVENUE I
i EXISTING GROUND I FG BEHIND WALL
i
20 10' 20'
-_-_ 27o MIN. �-�
—-----�---- --- ----- — N
I
SHALLOW
EARTHEN SWALE
12 SECTION A -A
SECTION VIEW
SCALE: 1 =10'
r+t nt-r-nt t Atit-►n tr w
HEADWALL DETAIL
Q
0
DIAL TWO WORKING
BEFORE tt" DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PLAN VIEW
SCALE: it-- i o'
L=10'
FOOTING
SINGLE PIPE HEADWALL
SECTION U
13 ELEVATION VIEW
SCALE: 1'=5'
.lunniF rAi TPANS STD DWG. D89
GRAPHIC SCALE
40 0 20 40 80
(IN NO
1 NG7•! = 40 FT.
160
j
RECORD DOCUMENT
QFESSIoN� These record Documents have been prepared
/Q�Q J`ps HAlyy based on information provided by others. The
Design Professional has not verified the accuracy
=� No.43976 and/or completeness of -this information and shall
p.613o107 •w nof. bd responsible for any. errors or omissions
.P
hic y be incorporated herein as a result
rq� OF CPQ- _ I O
DATE
9HEADWALL DETAIL
V
z L, � R)
Wv X IT
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(12
zdTFIR9
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N
N
�1O
J �
X
X
X X
ru
ko A X
FUTURE rn
CURB D A
FUTURE-
- =r _ SIDEWALK
2;1- SLC PE 7R\W
o C--- - - _ ,- - - C
-� - - - 2.1 SLOPE
PROPERTY LINE - -_ - - - - - - PROPERTY UNE
TOP OF --
BERM - - OP OF
- - -- -- - - - - _ _ - BERM
- - - - SFILL.w _
4" THICK CONCRETE -
MAT WITH 6 x 6 ; -- - - - - - .1 SLOPE
1.4 x 1.4 W.W.M.
D
,4 SPILLWAY
PLAN VIEW
SCALE: l' 10'
TOP OF BERM TOP OF BERM
2' 8.4' 10' 8.4' 2'
2'
i'
SPILLWAY
C -C
SECTION VIEW 4" THICK CONCRETE MAT
SCALE: 17-5' WITH 6"x 6", 1.4 x 1.4 W.W.M.
PL
5' WIDE 10
FUTURE PAD X8,2 B 0 BERM LOT "A"
2:1 MAX
3:1 MAX_-
N
DETENTION
BASIN -''
4" THICK CONCRETE MAT
WITH 6"x 6", 1.4 x 1.4 W.W.M.
D -D
SECTION VIEW
SCALE: 1 D=5'
SHOULD COHSTRUCTIOH OF REQUIRED BEN(%HMAR�
DWROVEMENTS NOT COMMENCE WITHIN PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL The Stratham GroupCITY OF FONTANA BENCHMARK NO. 360-A NAIL IN
HD
SHOWN HEREON ACARRIED FORTH -NOT A POLE NO. 1563704E AT THE SOUTHWEST CORNER
DILIGENT MANNM THE CITY ENGINEER MAY2201 Dupont Drive, Suite 300 LIME AVENUE AND BASELINE AVENUE.
REQUIRE REVISIONS TO THE PLANS TO Irvine, CA 92612
BRING THEM INTO CONFORMANCE WITH (949) 833-1554 ext.226
COIUDITi NS AHD STANDARDS IN EFFECT (949) 833-7853
ELEVATION: 1376.03
R/W
10'
r
IFG
& GUTTERRE URB
--- ------ .-.--_ __ -- -_ __ . Prepared By:
ALLARD ENGINEERING
- Civil Engineering - Land Surveying - Land FIRDDing
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
L4. .os
Raymond J. Allard, A.C.E. 36052 Date
(expires 6/30/2008)
PLAN
ELEV
X X Abi
r. ~
W 1V o
P N
C
CDS n bN
REVISION- DESCRIPTION
PIPE
DIAM
.3w I PUMA
HEADWALL SHALL BE MONOLITHIC.
LAP ALL BARS* AT CORNERS 30 DIAMETERS
I 4._9,
IF NOT
CONTINUOUS.
2t -5t,
No
30"
2 -*4 OR S
SEE NOTE 2
3'
4' - 6" 1
3'- O"
4 2"
6'
3'_ B"
4 OR's 12"
---LI
:I
O.C. EJL WAY
SEE NOTE 2
REINFORCING DETAIL
-
u
—
—t
fi
3'-0"
4'-6"
3'-0"
iatz�M F17
2-"S
.. MIN
3
I�
1 i
I 4 OR S 12'
V
z L, � R)
Wv X IT
M Cjl
(12
zdTFIR9
�� �� x P
R) 110 AD nj
�10 ru UL- /A-\ AARqU
� m
� X
X 110r
N
N
�1O
J �
X
X
X X
ru
ko A X
FUTURE rn
CURB D A
FUTURE-
- =r _ SIDEWALK
2;1- SLC PE 7R\W
o C--- - - _ ,- - - C
-� - - - 2.1 SLOPE
PROPERTY LINE - -_ - - - - - - PROPERTY UNE
TOP OF --
BERM - - OP OF
- - -- -- - - - - _ _ - BERM
- - - - SFILL.w _
4" THICK CONCRETE -
MAT WITH 6 x 6 ; -- - - - - - .1 SLOPE
1.4 x 1.4 W.W.M.
D
,4 SPILLWAY
PLAN VIEW
SCALE: l' 10'
TOP OF BERM TOP OF BERM
2' 8.4' 10' 8.4' 2'
2'
i'
SPILLWAY
C -C
SECTION VIEW 4" THICK CONCRETE MAT
SCALE: 17-5' WITH 6"x 6", 1.4 x 1.4 W.W.M.
PL
5' WIDE 10
FUTURE PAD X8,2 B 0 BERM LOT "A"
2:1 MAX
3:1 MAX_-
N
DETENTION
BASIN -''
4" THICK CONCRETE MAT
WITH 6"x 6", 1.4 x 1.4 W.W.M.
D -D
SECTION VIEW
SCALE: 1 D=5'
SHOULD COHSTRUCTIOH OF REQUIRED BEN(%HMAR�
DWROVEMENTS NOT COMMENCE WITHIN PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL The Stratham GroupCITY OF FONTANA BENCHMARK NO. 360-A NAIL IN
HD
SHOWN HEREON ACARRIED FORTH -NOT A POLE NO. 1563704E AT THE SOUTHWEST CORNER
DILIGENT MANNM THE CITY ENGINEER MAY2201 Dupont Drive, Suite 300 LIME AVENUE AND BASELINE AVENUE.
REQUIRE REVISIONS TO THE PLANS TO Irvine, CA 92612
BRING THEM INTO CONFORMANCE WITH (949) 833-1554 ext.226
COIUDITi NS AHD STANDARDS IN EFFECT (949) 833-7853
ELEVATION: 1376.03
R/W
10'
r
IFG
& GUTTERRE URB
--- ------ .-.--_ __ -- -_ __ . Prepared By:
ALLARD ENGINEERING
- Civil Engineering - Land Surveying - Land FIRDDing
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
L4. .os
Raymond J. Allard, A.C.E. 36052 Date
(expires 6/30/2008)
PLAN
ELEV
X X Abi
r. ~
W 1V o
P N
C
CDS n bN
1. HEADWALL SHALL BE CONSTRUCTED OF
CLASS A CONCRETE.
2. REINFORCING STEEL SHALL BE NO. 4 BARS
FOR °WR UP TO 60" . ABOVE "W"=60" NO.
5 BARS SHALL BE USED. 2" MIN
CLEARANCE.30 DIAMETER LAP, ALL STEEL.
3. ADJACENT SLOPES SHALL BE 1 TTO 1
OR FLATTER.
4. MULTIPLE PIPES TO BE SET WITH LONG-
ITUDINAL CENTERS 1 2/3 DIAMETERS
APART.
5. ALL EXPOSED CORNERS 10 BE ROUNDED
3/4" RADIUS.
6. W SHALL BE INCREASED WHEN MULTIPLE
PIPES OR PIPES ON SKEW ARE USED.
SAN BERNARDINO COUNTY ROAD DEPI4RTMENT HEADWALL
Dar. "„`.'-`6 209
M. A. NicholasHEADWALL
— TYPECOUNT? ENGINEER
CONSTRUCTION NOTES
@—CONSTRUCT TRAPEZOID EARTHEN CHANNEL PER DETAIL HEREON
13 CONSTRUCT SINGLE PIPE HEADWALL. PER CALTRANS STD. DWG. D89
WITH MODIFIED "L' DIMENSIONS
14 CONSTRUCT SPILLWAY PER DETAIL HEREON
@--CONSTRUCT 50 LB. RIPR4P (1.5' THICK WITH FILTER BLANKET)
QROFESS/0N CITY OF FONTANA, CALIFORNIA
STORM DRAIN PLAN
DRAWN BY: SCALE:
No. 36052 10m AE TRAC N0. 16271 AS NOTED
w m DESIGNED BY: EAR EN 1007 SWALE DATE:
Exp. 6/30/08 �M
APRIL, 2005
a �
`r>q CIV 1 � �`P CHECKED BY: AP VED , DRAWING NO.: �
TF of cA��F°�` mi DATE: 3636
CITY ENGINEER R.C.E. 5115 4
Filename: Mi\dwg\12908\16271-181ots\SD-18LOTS\16271-18LOTSSD03.dwg
DIMENSIONS
PIPE
DIAM
.3w I PUMA
HEADWALL SHALL BE MONOLITHIC.
LAP ALL BARS* AT CORNERS 30 DIAMETERS
I 4._9,
IF NOT
CONTINUOUS.
2t -5t,
No
30"
2 -*4 OR S
SEE NOTE 2
3'
4' - 6" 1
3'- O"
4 2"
6'
3'_ B"
4 OR's 12"
---LI
:I
O.C. EJL WAY
SEE NOTE 2
REINFORCING DETAIL
-
u
—
—t
5'-5" 1
3'-0"
4'-6"
3'-0"
2-"S
.. MIN
3
I�
1 i
I 4 OR S 12'
I
c too
+0:
r�
I O.C. EA. WAY
GROUND SEE NOTE 2
of
4„
I
�
T.
m Q
2 *4 OR*5
f
CONTINUOUS BAR
SEE NOTE 2 0
90 BEND I
COIR 'w5 12"
8..
O.C. EA. WAY
N
SEE NOTE 2
SECTION A -A
NOTES:
1. HEADWALL SHALL BE CONSTRUCTED OF
CLASS A CONCRETE.
2. REINFORCING STEEL SHALL BE NO. 4 BARS
FOR °WR UP TO 60" . ABOVE "W"=60" NO.
5 BARS SHALL BE USED. 2" MIN
CLEARANCE.30 DIAMETER LAP, ALL STEEL.
3. ADJACENT SLOPES SHALL BE 1 TTO 1
OR FLATTER.
4. MULTIPLE PIPES TO BE SET WITH LONG-
ITUDINAL CENTERS 1 2/3 DIAMETERS
APART.
5. ALL EXPOSED CORNERS 10 BE ROUNDED
3/4" RADIUS.
6. W SHALL BE INCREASED WHEN MULTIPLE
PIPES OR PIPES ON SKEW ARE USED.
SAN BERNARDINO COUNTY ROAD DEPI4RTMENT HEADWALL
Dar. "„`.'-`6 209
M. A. NicholasHEADWALL
— TYPECOUNT? ENGINEER
CONSTRUCTION NOTES
@—CONSTRUCT TRAPEZOID EARTHEN CHANNEL PER DETAIL HEREON
13 CONSTRUCT SINGLE PIPE HEADWALL. PER CALTRANS STD. DWG. D89
WITH MODIFIED "L' DIMENSIONS
14 CONSTRUCT SPILLWAY PER DETAIL HEREON
@--CONSTRUCT 50 LB. RIPR4P (1.5' THICK WITH FILTER BLANKET)
QROFESS/0N CITY OF FONTANA, CALIFORNIA
STORM DRAIN PLAN
DRAWN BY: SCALE:
No. 36052 10m AE TRAC N0. 16271 AS NOTED
w m DESIGNED BY: EAR EN 1007 SWALE DATE:
Exp. 6/30/08 �M
APRIL, 2005
a �
`r>q CIV 1 � �`P CHECKED BY: AP VED , DRAWING NO.: �
TF of cA��F°�` mi DATE: 3636
CITY ENGINEER R.C.E. 5115 4
Filename: Mi\dwg\12908\16271-181ots\SD-18LOTS\16271-18LOTSSD03.dwg
DIMENSIONS
PIPE
DIAM
(W
24"
I 4._9,
,_8..
._O.t
2t -5t,
No
30"
I 5'— 5"
3'
4' - 6" 1
3'- O"
4 2"
6'
3'_ B"
S' —
4'— 2"
8' — 2t,
v
a—
:rig,VI
r I
—
18"
5'-5" 1
3'-0"
4'-6"
3'-0"
1. HEADWALL SHALL BE CONSTRUCTED OF
CLASS A CONCRETE.
2. REINFORCING STEEL SHALL BE NO. 4 BARS
FOR °WR UP TO 60" . ABOVE "W"=60" NO.
5 BARS SHALL BE USED. 2" MIN
CLEARANCE.30 DIAMETER LAP, ALL STEEL.
3. ADJACENT SLOPES SHALL BE 1 TTO 1
OR FLATTER.
4. MULTIPLE PIPES TO BE SET WITH LONG-
ITUDINAL CENTERS 1 2/3 DIAMETERS
APART.
5. ALL EXPOSED CORNERS 10 BE ROUNDED
3/4" RADIUS.
6. W SHALL BE INCREASED WHEN MULTIPLE
PIPES OR PIPES ON SKEW ARE USED.
SAN BERNARDINO COUNTY ROAD DEPI4RTMENT HEADWALL
Dar. "„`.'-`6 209
M. A. NicholasHEADWALL
— TYPECOUNT? ENGINEER
CONSTRUCTION NOTES
@—CONSTRUCT TRAPEZOID EARTHEN CHANNEL PER DETAIL HEREON
13 CONSTRUCT SINGLE PIPE HEADWALL. PER CALTRANS STD. DWG. D89
WITH MODIFIED "L' DIMENSIONS
14 CONSTRUCT SPILLWAY PER DETAIL HEREON
@--CONSTRUCT 50 LB. RIPR4P (1.5' THICK WITH FILTER BLANKET)
QROFESS/0N CITY OF FONTANA, CALIFORNIA
STORM DRAIN PLAN
DRAWN BY: SCALE:
No. 36052 10m AE TRAC N0. 16271 AS NOTED
w m DESIGNED BY: EAR EN 1007 SWALE DATE:
Exp. 6/30/08 �M
APRIL, 2005
a �
`r>q CIV 1 � �`P CHECKED BY: AP VED , DRAWING NO.: �
TF of cA��F°�` mi DATE: 3636
CITY ENGINEER R.C.E. 5115 4
Filename: Mi\dwg\12908\16271-181ots\SD-18LOTS\16271-18LOTSSD03.dwg