HomeMy WebLinkAbout5602-41
1
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QBMP= 84.0 C
VMAx=17.4 FI
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40 41 1
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S=0.02
QBMP= 84.0
VMAx=17.4
•
SCE RM
�j SCALE: 1 " =40'
/
/
RAN — — —
— — — — — — — — — — — — — — — — —I EXIST. 8" SEWER — —
1 14�---------
-- --2 ---- -2:6--- - 2-'
N00041'10"W � —
EXIST. 1( SEWER EXIST. SMH
CYPRESS AVENUE
1O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE)
2O INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE) (GASKETED)
3O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
4O CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2.
5O CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHEET 9).
6O CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. DWG. NO. 3026.
7O CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP.
G CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
O INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE).
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
't
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ti
N �
EXIST. SURFACE
OVER SD - -
36
In
III11 • 111 •�1
•
_ CD
CDCD
IHM
30 31
RMA LANE
I
54' 3411
Ll 7165
j l
---------- -------_
EXIST. C&G
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).
18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2
DATE ENGR. 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.
— — — �-
30+44.60 CL CYPRESS AV �EP
ENUE
12+11.92 CL REYNA LANE
BENCH MARK: # 8-7
BASIS OF BEARINGS:
ti
EXIST. SMH
THE CENTERLINE OF CITRUS AVENUE
9302 PITTSBURGH AVE., SUITE 230
61
AS SHOWN ON RECORD OF SURVEY
+ J
THE SOUTHEAST CORNER OF CASA
N U
Communities for Life FAX 909.481.6320
3
USED AS THE BASIS OF BEARINGS
CONSTRUCTION NOTES
i
��6„ R•G'P.
S=0.02
QBMP= 84.0
VMAx=17.4
•
SCE RM
�j SCALE: 1 " =40'
/
/
RAN — — —
— — — — — — — — — — — — — — — — —I EXIST. 8" SEWER — —
1 14�---------
-- --2 ---- -2:6--- - 2-'
N00041'10"W � —
EXIST. 1( SEWER EXIST. SMH
CYPRESS AVENUE
1O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE)
2O INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE) (GASKETED)
3O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
4O CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2.
5O CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHEET 9).
6O CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. DWG. NO. 3026.
7O CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP.
G CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
O INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE).
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
't
M
N
O ;
ti
N �
EXIST. SURFACE
OVER SD - -
36
In
III11 • 111 •�1
•
_ CD
CDCD
IHM
30 31
RMA LANE
I
54' 3411
Ll 7165
j l
---------- -------_
EXIST. C&G
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).
18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2
DATE ENGR. 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.
— — — �-
30+44.60 CL CYPRESS AV �EP
ENUE
12+11.92 CL REYNA LANE
BENCH MARK: # 8-7
BASIS OF BEARINGS:
MADO L E
SAN BERNARDINO COUNTY
THE CENTERLINE OF CITRUS AVENUE
9302 PITTSBURGH AVE., SUITE 230
BENCHMARK # 6-7. A BRASS DISK AT
AS SHOWN ON RECORD OF SURVEY
DM
THE SOUTHEAST CORNER OF CASA
35/9 TAKEN AS N 01°10'30" W WAS
Communities for Life FAX 909.481.6320
GRANDE AVENUE AND SIERRA AVENUE.
USED AS THE BASIS OF BEARINGS
WLI /SCL
ELEVATION: 1739.006'
FOR THIS MAP.
WEN ELL L. IWA Sl RU EXP. 30- 8
PREPARED UNDER THE SUPERVISION OF:
MADO L E
9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
& ASSOCIATES, INC. RANCHO CUCAMONGA, CA. 91730
DM
PHONE 909.481.6322
Communities for Life FAX 909.481.6320
DESIGNED BY:
jgi,neering
WLI /SCL
DAT
CHECKED BY:
WEN ELL L. IWA Sl RU EXP. 30- 8
WLI
R.C.E. 36637
-17
PROFIL
HORIZ J-�=
VERT = 4
PLAN 1 "= 40'
SCALE IN FEET
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
CYPRESS AVENUE SC AS SHOWN
DATE:
WATER QUALITY TREATMENT PIPE FEBRUARY 15, 2017
APPROVE - BY: l DRAWING NO. 4
/f
7/31/2017
5602
A
CITY ENGINEER R.C.E. 51152 DATE
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