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NOTE:
A. CONSTRUCT TRANSITION. REFER TO CALTRANS STD. PLAN D80
CONCRETE AND REINFORCE USE:
SPAN: 7'
HEIGHT: 4'
B. CONSTRUCT DOUBLE 3'x2' R.C.B.. REFER TO CALTRANS STD.
PLAN D81. CONCRETE AND REINFORCE USE:
SPAN: 4'
HEIGHT: 2'
C. PLACE REINFORCING IN TOP DECK FOR "EXPOSED TOP".
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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16+25.09 CL CYPRESS AVENUE
=12+08.00 SINGLELEAF LANE 06
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CONSTRUCTION NOTES
SAN BERNARDINO COUNTY
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INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE)
--------------------------
--------------------------
--------------------------
--------------------------
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
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CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
ELEVATION: 1739.006'
FOR THIS MAP.
12
CONSTRUCT CONCRETE BACKFILL.
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CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022.
--------------------
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----
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DRAWN BY:
-- --
CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. DWG. N0.3026.
14
CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008.
__________� 11• III 1•==========----====
CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP.
VER
CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A.
(SEE SHEET 9).
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CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
.
JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
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� SCALE: 1 " = 40'
- - _ — R/W
------------------------®
1 EXIST. C&G
------
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16+25.09 CL CYPRESS AVENUE
=12+08.00 SINGLELEAF LANE 06
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18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2
REV. REVISION DESCRIPTION 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.
SCALE IN FEET
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BENCH MARK: # 8-7
CONSTRUCTION NOTES
SAN BERNARDINO COUNTY
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INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE)
10
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
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INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE) (GASKETED)
11
INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE).
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CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
ELEVATION: 1739.006'
FOR THIS MAP.
12
CONSTRUCT CONCRETE BACKFILL.
4O
CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2.
13
CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022.
(INMADOLE
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CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHEET 9).
DRAWN BY:
O6
CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. DWG. N0.3026.
14
CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008.
O7
CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP.
15
CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A.
(SEE SHEET 9).
O8
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
ISCONSTRUCT
JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
O9
INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE).
17
INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE).
18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2
REV. REVISION DESCRIPTION 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.
SCALE IN FEET
,0 :1 120 14
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BENCH MARK: # 8-7
BASIS OF BEARINGS:
SAN BERNARDINO COUNTY
THE CENTERLINE OF CITRUS AVENUE
BENCHMARK # 6-7. A BRASS DISK AT
AS SHOWN ON RECORD OF SURVEY
THE SOUTHEAST CORNER OF CASA
35/9 TAKEN AS N 01°10'30" W WAS
GRANDE AVENUE AND SIERRA AVENUE.
USED AS THE BASIS OF BEARINGS
ELEVATION: 1739.006'
FOR THIS MAP.
OF-PREPARED UNDER THE SUPERVISION
ESS/ONq
(INMADOLE
DRAWN BY:
9302 PITTSBURGH AVE., SUITE 230
C7 4/ -)3 tZT�
�w No. 36637 C 0
RANCHO CUCAMONGA, CA. 91730
INC.PHONE 909.481.6322
DM
DESIGNED BY:
Exp: 06-30-18
ngineering Communities for Life FAX 909.481.6320
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(41 ,011 DATE/, (, j
CHECKED BY:
WEN ELL L. IWA SURU EXP. 4-30118
WLI
R.C.E. 36637
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
CYPRESS AVENUE SC AS SHOWN
DATE:
WATER QUALIT TREATMENT PIPE FEBRUARY 15, 2017
APPRO\/C BY: / DRAWING NO. 3
7/31/2017
5602 13
CITY ENGINEER R.C.E. 51152 DATE
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