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10+00
65
70.3
CLMH#3
10+00.00 BUSHBERRY AVE.
=10+00.00 TIMBERLAND LN.
INSTALL 255.00 L.F. 8" EXTRA STRENGTH V.C.P. SE
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13+24.00
__________
14+03.00
3
14+35.98
4
15+21.00
5
15+41.00
6
15+94.00
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----------
-
-
8
17+04.00
9
17+59.00
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INSTALL 246.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
13+00
14+00
15+00
PROP. FS OVER
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INSTALL 199.83 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
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� SCALE: 1 " = 40'
16+00
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INSTALL 256.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
18+00
19+00
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TIMBERLAND LANE RED WILLOW STREET AMBROSIA LANE CEDAR VIEW LANE
SEE SHEET 5 SEE SHEET 4 SEE SHEET 3 SEE SHEET 2
LOT NO.
DESIGN
1
13+24.00
2
14+03.00
3
14+35.98
4
15+21.00
5
15+41.00
6
15+94.00
7
16+49.00
8
17+04.00
9
17+59.00
10
18+14.00
11
18+64.00
12
19+52.74
37
15+44.00
TRACT 19961-1 (LATERALS)
AS -BUILT
BACKFLOW
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
STs
YES
38
15+14.00
MA D O L E 9302 PITTSBURGH AVE., SUITE 230
NO
No. 36637 C r
YES
39
14+22.00
PHONE: 909.481.6322
NO
DESIGNED BY:
NO
40
14+06.00
YES
YES
41
13+27.00
YES
WENDELL
YES
65
10+20.39
YES
YES
66
10+71.10
NO
NO
67
11+13.58
NO
NO
68
12+04.00
NO
YES
YES
- • 1
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
BUSHBERRY AVENUE
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 FORTIS IN A DILIGENT
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDIITONS AND STANDARDS IN EFFECT.
# 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'
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.
PROFILE -
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 120 1
CONSTRUCTION NOTES
1� INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003.
4� INSTALL BACKWATER VALVE DEVICE.
5� INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX
PER CITY OF FONTANA STD. DWG. NO. 2005.
CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
TRACT NO. 19961-1
BUSHBERRY AVENUE
STA. 9+96.00,T0 STA. 19-+68.83
,,�rZ ,y 4.k--. 6/8/17
CITY ENGINEER R.C.E. 51152 DATE
SCALE:
AS SHOWN
DATE:
JANUARY 2017
DRAWING NO.
5608
PREPARED UNDER THE SUPERVISION OF:
OPR�Lzx�j/w'��C,
STs
G Z
MA D O L E 9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
No. 36637 C r
RANCHO CUCAMONGA, CA. 91730
DM / SCL
PHONE: 909.481.6322
DESIGNED BY:
Exp: 06-30-18
E ineering Communitie r Li f FAX: 909.481.6320
C/vo' ��Q
TFCFCAL\FO�
GB/SCL
A D b1
CHECKED BY:
WLI
WENDELL
L. IWATS RU,
EXPJ6-30-14
PROFILE -
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 120 1
CONSTRUCTION NOTES
1� INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003.
4� INSTALL BACKWATER VALVE DEVICE.
5� INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX
PER CITY OF FONTANA STD. DWG. NO. 2005.
CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
TRACT NO. 19961-1
BUSHBERRY AVENUE
STA. 9+96.00,T0 STA. 19-+68.83
,,�rZ ,y 4.k--. 6/8/17
CITY ENGINEER R.C.E. 51152 DATE
SCALE:
AS SHOWN
DATE:
JANUARY 2017
DRAWING NO.
5608