HomeMy WebLinkAbout5602-8N H- M
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INSTALL 300 L.F. 30" R.C.P. 1350-D LOAD
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BASIS OF BEARINGS:
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SAN BERNARDINO COUNTY
BENCHMARK # 6-7. A BRASS DISK AT
THE SOUTHEAST CORNER OF CASA
GRANDE AVENUE AND SIERRA AVENUE.
THE CENTERLINE OF CITRUS AVENUE
AS SHOWN ON RECORD OF SURVEY
35/9 TAKEN AS N 01°10'30" W WAS
USED AS THE BASIS OF BEARINGS
M =
ELEVATION: 1739.006'
FOR THIS MAP.
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00
PREPARED UNDER THE SUPERVISION OF:
C.
C9 �u tT�
�w No. 36637 C
(t(MADOLESTORM
9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
DRAIN IMPROVEMENT PLANS
DRAWN BY:
DM
CYPRESS AVENUE
J
DESIGNED BY:
WLI /SCL
PROP. C&G
Exp: 06-30-18
LPA,P
9T C1V1� ��
FOFCALIFO
gmeering Communities for Life FAX 909.481.6320
DAT Z(g
WATER QUALITYTREATMENT PIPE
�7
58
59
8
WLI��/
7/31/2017
5602
13
WEN ELL L. IW TSURU EXP. 30-1
R.C.E. 36637
CITY ENGINEER R.C.E. 51152 DATE
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p 1 1 t`1
55
N
LCi
N
t
LOO
Lf>
EXIST.
OVER
QBMP=
VMAX=1
INSTALL 300 L.F. 30" R.C.P. 1350-D LOAD
56 57
s
o
c::; C6
cl) 67
F 11
LCA 1=
1S
30" R.C.P
S=0.0133
co
z
0
J
Q
U
Z
W
D
EXIST. SURFACE
OVER D
30" R.C•P-
S=0.0133
•: 1 • CFS
VMAX= 14 •
�1� 1 11 1 • ` 1
59 60
0o
5�
I
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
_ _ /_
— N00041'00"W
CYPRESS AVENUE
rFUTURE C&G
CYPRESS AVENUE
CV
FUTURE RNV
LU w
Q_ 0-
fl -
o CD
z w
LU m
0
Ln z N
CO
+ M +
INSTALL
30„ R.C•P-
5=0.0133
QBMP= 50.9 CFS
VMAx=13.9 FPS
1 62
CJ SCALE: 1 " = 40'
ti<
t
co 2
RNV
=126+52.49 CL
63
DUNCAN CANYON
� I U - I
I
I I
I
c)
I I o
Icn o
- — — i i z
U
1.61 CL CYPRESS AVENUE I I ¢
S�N CANYON ROAD; < PT. I z
\ I I I 4' 21'
REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE
SHOULD CONSTRUCTION OF THE 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 CONDITIONS AND
STANDARDS IN EFFECT.
S
MIA
FUTURE
_ 10'x8.5' R.C.B.
N00° `26"€
FUTURE
9'X8' R.C.B.
SCALE IN FEET
1 40 :0 120 14
—�—M—
CONSTRUCTION NOTES
1O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE)
OZ INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE) (GASKETED)
O3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
4O CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2.
O5 CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHEET 9).
O6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. DWG. NO. 3026.
O7 CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP.
O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
O9 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE).
10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
11 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE).
12 CONSTRUCT CONCRETE BACKFILL.
13 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022.
14 CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008.
15 CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A.
(SEE SHEET 9).
16 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
17 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE).
BENCH MARK: # 8-7
BASIS OF BEARINGS:
O LL_
O ¢
SAN BERNARDINO COUNTY
BENCHMARK # 6-7. A BRASS DISK AT
THE SOUTHEAST CORNER OF CASA
GRANDE AVENUE AND SIERRA AVENUE.
THE CENTERLINE OF CITRUS AVENUE
AS SHOWN ON RECORD OF SURVEY
35/9 TAKEN AS N 01°10'30" W WAS
USED AS THE BASIS OF BEARINGS
M =
ELEVATION: 1739.006'
FOR THIS MAP.
F C/)
00
PREPARED UNDER THE SUPERVISION OF:
LO _
C9 �u tT�
�w No. 36637 C
(t(MADOLESTORM
9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
DRAIN IMPROVEMENT PLANS
DRAWN BY:
DM
CYPRESS AVENUE
J
DESIGNED BY:
WLI /SCL
PROP. C&G
Exp: 06-30-18
LPA,P
9T C1V1� ��
FOFCALIFO
gmeering Communities for Life FAX 909.481.6320
DAT Z(g
WATER QUALITYTREATMENT PIPE
�7
58
59
5�
I
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
_ _ /_
— N00041'00"W
CYPRESS AVENUE
rFUTURE C&G
CYPRESS AVENUE
CV
FUTURE RNV
LU w
Q_ 0-
fl -
o CD
z w
LU m
0
Ln z N
CO
+ M +
INSTALL
30„ R.C•P-
5=0.0133
QBMP= 50.9 CFS
VMAx=13.9 FPS
1 62
CJ SCALE: 1 " = 40'
ti<
t
co 2
RNV
=126+52.49 CL
63
DUNCAN CANYON
� I U - I
I
I I
I
c)
I I o
Icn o
- — — i i z
U
1.61 CL CYPRESS AVENUE I I ¢
S�N CANYON ROAD; < PT. I z
\ I I I 4' 21'
REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE
SHOULD CONSTRUCTION OF THE 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 CONDITIONS AND
STANDARDS IN EFFECT.
S
MIA
FUTURE
_ 10'x8.5' R.C.B.
N00° `26"€
FUTURE
9'X8' R.C.B.
SCALE IN FEET
1 40 :0 120 14
—�—M—
CONSTRUCTION NOTES
1O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE)
OZ INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE) (GASKETED)
O3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
4O CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2.
O5 CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHEET 9).
O6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. DWG. NO. 3026.
O7 CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP.
O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
O9 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE).
10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
11 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE).
12 CONSTRUCT CONCRETE BACKFILL.
13 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022.
14 CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008.
15 CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A.
(SEE SHEET 9).
16 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
17 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE).
BENCH MARK: # 8-7
BASIS OF BEARINGS:
1H INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2
SAN BERNARDINO COUNTY
BENCHMARK # 6-7. A BRASS DISK AT
THE SOUTHEAST CORNER OF CASA
GRANDE AVENUE AND SIERRA AVENUE.
THE CENTERLINE OF CITRUS AVENUE
AS SHOWN ON RECORD OF SURVEY
35/9 TAKEN AS N 01°10'30" W WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: 1739.006'
FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
C9 �u tT�
�w No. 36637 C
(t(MADOLESTORM
9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
DRAIN IMPROVEMENT PLANS
DRAWN BY:
DM
CYPRESS AVENUE
SCALE:
AS SHOWN
DESIGNED BY:
WLI /SCL
DATE:
FEBRUARY 15, 2017
Exp: 06-30-18
LPA,P
9T C1V1� ��
FOFCALIFO
gmeering Communities for Life FAX 909.481.6320
DAT Z(g
WATER QUALITYTREATMENT PIPE
CHECKED BY:
APPROVE)
DRAWING NO.
8
WLI��/
7/31/2017
5602
13
WEN ELL L. IW TSURU EXP. 30-1
R.C.E. 36637
CITY ENGINEER R.C.E. 51152 DATE