HomeMy WebLinkAbout5608-474.3
1
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BACKFLOW
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12+70.00
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
NO
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BUSHBERRY AVENUE
SEE SHEET 6
CL MH #4
10+00.00 RED WILLOW ST.
-12+59.00 BUSHBERRY AVE
72.0
68
I I I
6 'I
10 20' 20 1 z c'
PROP. FS OVER
CL OF PIPE
ALL 263.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
11+00 12+00
40 II � 41 46
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PROP. R/W
/L PROP. C&G \-PROP. WATER
- - - - N89' 32`57 E +- -7-W -
1 PROP. C&G PROP. SEWER
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SPRUCE COURT
SEE SHEET 7
110' 18' 1811116-1
6'
PROP. R/W
TRACT N0. 19961-1 c/)
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P. FS OVER
OF PIPE _
INSTALL 334.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
14+00
50 49
9.0 0
5 TRACT N0. 19961
0
CD W
coo - -NW 325-T
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0 TRACT
0 5 5
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79.1 79.6
51 52
RED WILLOW STREET
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
15+00
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80.0 80. 80.6
PROP. R/W�
PROP. C&G
-338-0
PROP.0&G
--PROP. R/W
N0. 19961 5
80.1
53
DATE I ENGR. I CITY I DATE
W
PROP. WATER
-1770
1760
17+00
APPLEWOOD AVENUE
SEE SHEET 8
I
i' 6' u
110' 7 20' 1 20'I 1 '
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.
10
81.4
PROFILE
HORIZ 1"= 40'
VERT 1"= 4' -
PLAN 1"= 40'
SCALE IN FEET
TRACT 19961-1 (LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
47
12+70.00
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
NO
0
12+51.00
NO
49
11+57.00
5
NO
50
a
PREPARED UNDER THE SUPERVISION OF:
NO
0�
10+59.00
C
I ,
80.5
80.5' o
oG C-1
54
+�
55
1
° RANCHO CUCAMONGA, CA. 91730
DM I SCL
3U
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.
10
81.4
PROFILE
HORIZ 1"= 40'
VERT 1"= 4' -
PLAN 1"= 40'
SCALE IN FEET
TRACT 19961-1 (LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
47
12+70.00
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
NO
48
12+51.00
NO
49
11+57.00
ELEVATION: 1739.006'
NO
50
11+41.00
PREPARED UNDER THE SUPERVISION OF:
NO
51
10+59.00
YES
BENCH MARK: # 6-7
BASIS OF BEARINGS:
DESIGN
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
46
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.
14+83.50
ELEVATION: 1739.006'
NO
49
14+25.50
PREPARED UNDER THE SUPERVISION OF:
NO
QFtOF ESS/
13+25.00
NO
51
(t(mADOLE
oG C-1
9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
3 No. 36637
° RANCHO CUCAMONGA, CA. 91730
DM I SCL
14+90.50
PHONE 909.481.6322
DESIGNED BY:
Exp: 06-30-18
ngineering Communities for Life FAX 909.481.6320
NO
GBISCL
CIV1\
TFCFCAQ
CHECKED BY:
LA, D
WEND L L.*AUR EXP. 30 1
WLI
TRACT 19961 (LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
46
16+00.50
NO
47
15+06.50
NO
48
14+83.50
NO
49
14+25.50
NO
50
13+25.00
NO
51
13+70.50
NO
52
13+86.50
NO
53
14+90.50
NO
54
15+09.50
NO
55
1 15+90.50
1
NO
CONSTRUCTION NOTES
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
O3 - CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY
OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003.
®- 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 19961 & -1
RED WILLOW STREET
STA. IO+OO.O'l TO STA. 16+05.00
APPROVED BY:
6/8/17
��.GG6-°rte% '
CITY ENGINEER R.C.E. 51152 DATE
SCALE:
AS SHOWN
DATE:
JANUARY 2017
DRAWING NO. A
5608 '+ g
r