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INSTALL 226.05 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
1 10+00 11+00
BUSHBERRY AVENUE
SEE SHEET 6
52 53
69.268.9
70.9
66 I 6 5
5
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70.3 WD
65 - • - 57"E
/CL MH #3
3
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69.9 69.6
64 63
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REVISION DESCRIPTION
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I. 1 I I. I. I I. -.I. 1 1. 1
15+00
58 57
QL. D CZ1.5
TRACT N0. 19961
E • • eJ
17+00
APPLEWOOD AVENUE
SEE SHEET 8
7� I•F
6
76.5
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73.9
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PROP.0&G
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16+49.50 TIMBERLAND LN.
=10+00.00.00 APPLEWOOD AVE. 3
PROP. R/W
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GRASSLAND AVENUE
12+87.05
3 No. 36637
NO
SEE SHEET 7
12+71.05
PHONE 909.481.6322
LANE
DATE I ENGR. I CITY I 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.
•
®R
rcmf
PROFILE
HORIZ 1"= 40'
VERT 1"= 4' -
PLAN 1"= 40'
SCALE IN FEET
i -� .
M -M -w
-_-_-
TRACT 19961-1 (LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
52
10+62.20
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
NO
53
11+34.00
NO
54
11+77.05
ELEVATION: 1739.006'
NO
55
12+51.00
PREPARED UNDER THE SUPERVISION OF:
NO
56
12+67.00
NO
57
13+70.05
NO
58
12+87.05
3 No. 36637
NO
59
12+71.05
PHONE 909.481.6322
NO
60
11+80.05
NO
61
11+46.05
7 DAT 1
NO
62
10+65.27
WEND L L. IWATSUIf EXP. 6- 0-18
NO
63
10+46.36
NO
64
10+05.00
NO
BENCH MARK: # 6-7
BASIS OF BEARINGS:
DESIGN
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
1
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
NO
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
NO
OF BEARINGS FOR THIS MAP.
16+15.74
ELEVATION: 1739.006'
NO
56
16+01.00
PREPARED UNDER THE SUPERVISION OF:
NO
QFtOF ESS/p�yq
15+06.50
NO
58
14+85.05
NO
MAD O L E 9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
3 No. 36637
: RANCHO CUCAMONGA, CA. 91730
DM I SCL
13+65.50
PHONE 909.481.6322
DESIGNED BY:
Exp: 06-30-18
gineering Communities for Life FAX 909.481.6320
GBISCL
TFCF-CA0FO�
7 DAT 1
CHECKED BY:
WLI
WEND L L. IWATSUIf EXP. 6- 0-18
TRACT 19961 (LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
1
14+95.05
NO
2
15+95.50
NO
3
16+15.74
NO
56
16+01.00
NO
57
15+06.50
NO
58
14+85.05
NO
59
13+91.50
NO
60
13+65.50
NO
CONSTRUCTION NOTES
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY
OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003.
50- INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER
CITY OF FONTANA STD. DWG. NO. 2005.
LAY WYES FLAT,
CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
TRACT 19961 & -1 SCALE:
TIMBERLAND LANE AS SHOWN
DATE:
STA. 10+00.00 TO STA. 16+49.50 JANUARY 2017
'PROVED By: DRAWING N0.
6/8/17 5608 5 8
CITY ENGINEER R.C.E. 51152 DATE
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