HomeMy WebLinkAbout5608-71765
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79.1 5'
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SEE SHEET 4
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REV. I REVISION DESCRIPTION
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HORIZ 1"= 40'
VERT I"= 4'
PLAN 1 "= 40'
SCALE IN FEET
DATE I ENGR. I CITY I DATE
TRACT 19961-1 (LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
42
12+69.00
NO
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TRACT 19961 (LATERALS)
LOT NO.
DESIGN
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40
12+72.00
NO
41
12+47.00
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42
1 11+61.00
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CONSTRUCTION NOTES
(D -INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2a- INSTALL 10" EXTRA STRENGTH V.C.P. SEWER.
3a- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD, DWG. NO'S. 2000, 2001 & 2003.
®- INSTALL BACKWATER VALVE DEVICE.
5a- INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX
PER CITY OF FONTANA STD. DWG. NO. 2005.
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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.
# 6-7
GRASSLAND AVENUE
BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
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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.
# 6-7
GRASSLAND AVENUE
BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
NOTE
PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL VERIFY
EXISTING LOCATION AND ELEVATION AT POINT OF CONNECTION AND
SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
TRACT 19961 & -1 SCALE
AS SHOWN
SPRUCE CT. - STA. 9+95.00 TO STA. 12+72.00 DATE:
GRASSLAND AVE. - STA. 8+21.17 TO STA. 9+34.0 JANUARY 2017
APPROVEP ° DRAWING N0. 7
(j`/ 6/8/ 17 I
'� CITY�ENGINEER R.C.E. 51152 DATE 5608 g
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PREPARED UNDER THE SUPERVISION OF:
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MAD O L E 9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
No. 36637 c m
; RANCHO CUCAMONGA, CA. 91730
DM I SCL
PHONE 909.481.6322
DESIGNED BY:
Exp: 06-30-18
gineering Communities for Rife FAX 909.481.6320
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GBISCL
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CHECKED BY:
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WEND LL L. IWATS U EXP. 30 1
NOTE
PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL VERIFY
EXISTING LOCATION AND ELEVATION AT POINT OF CONNECTION AND
SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
TRACT 19961 & -1 SCALE
AS SHOWN
SPRUCE CT. - STA. 9+95.00 TO STA. 12+72.00 DATE:
GRASSLAND AVE. - STA. 8+21.17 TO STA. 9+34.0 JANUARY 2017
APPROVEP ° DRAWING N0. 7
(j`/ 6/8/ 17 I
'� CITY�ENGINEER R.C.E. 51152 DATE 5608 g
70
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