HomeMy WebLinkAbout5494-2NOTE
PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL
VERIFY EXISTING LOCATION AND ELEVATION AT POINT OF
CONNECTION AND SHALL NOTIFY ENGINEER IMMEDIATELY
OF ANY DISCREPANCIES.
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
CITRUS AVENUE
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
�/ ��j SCALE: 1 "= 40'
//
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.
(FUTURE)
BENCH MARK: # 6-7
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
_ I -:L-
116+00 116+00
EXIST. 16" WVWD
WATER LINE
c
-EXIST 25" FWC
WATER LINE
BASIS OF BEARINGS:
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 FOR THIS MAP.
(NMADOLE
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mm
RANCHO CUCAMONGA, CA. 91730
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--.I1-
_. 1 J JL\SLI\ f,^,
M �
' L
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P110Fc,
10+00 11 00 112+00 113+00 114+00
TOLL F1 _qqN0ww� 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
CITRUS AVENUE
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
�/ ��j SCALE: 1 "= 40'
//
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.
(FUTURE)
BENCH MARK: # 6-7
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
_ I -:L-
116+00 116+00
EXIST. 16" WVWD
WATER LINE
c
-EXIST 25" FWC
WATER LINE
BASIS OF BEARINGS:
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 FOR THIS MAP.
(NMADOLE
9302 PfITSBURGH AVE., SUffE 230
mm
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
Engineering Communities for Life
FAX 909.461.6320
)ELL L
36637
DATE:
EXP. 6
PROFILE
fORIZ 1"= 40'
VERT I"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 120
CONSTRUCTION NOTES
O INSTALL 15" EXTRA STRENGTH V.C.P. SEWER MAIN.
O2 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN.
1
O3 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY STD. DWG. NO'S. 2000, 2001 & 2003.
O4 INSTALL VCP PLUG.
O5 CONSTRUCT TRENCH REPAIR PER CITY STD. DWG. NO. 1008
O6 REMOVE SEWER PLUG AND JOIN EXISTING SEWER.
CITY OF FONTANA, CALIFORNIA
OFF-SITE SEWER IMPROVEMENT PLANS
DRAWN BY: SCALE:
GB/EH CITRUS AVENUE AS SHOWN
DESIGNED BY: STA. 112+58.79 TO STA. M5+22.92 DATE:
GB MAY, 2016
CHECKED BY: APS BY: DRAWING NO. �12 WLI 7/31/2017 5494
CITY ENGINEER R.C.E. 51152 DATE