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ELEVATION: 1739.006'
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BASIS OF BEARINGS:
DESIGN
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
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CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
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ELEVATION: 1739.006'
NO
4
------------------------
PREPARED UNDER THE SUPERVISION OF:
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14+58.50
NO
------------------------
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YES
7
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MA D O L E 9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
LLJ3 No. 36637 C
RANCHO CUCAMONGA, CA. 91730
DM 1 EH
9
PHONE: 909.481.6322
DESIGNED BY:
* Exp: 06-30-18 *
E .neering Communities or Life FAX: 909.481.6320
Q
NO
wj
C/
TFOFCAL�FO�
CHECKED BY:
12
` DA `
WEND L L. IWAT URU EXP/6-30f 8
YES
WLI
10+70.15
YES
14
10+32.04
YES
15
10+12.04
YES
19
10+49.00
YES
20
10+89.00
YES
21
11+63.00
YES
22
12+69.00
C�C�CC�C��C�CCCC
23
13+51.00
------------------------_
� •----------------------
13+93.00
YES
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CC -
PROFILE
HORIZ 1"= 40`
VERT 1"= 4'
10+00 11+00 12+00 13+00 14+00 PLAN 1 "= 40' 15+00
SCALE IN FEET
0 40 80 120 160
TRACT O. 1996 - 2
II\5.
4 57.0 57.7 58.5 59.3 60.1 60.9 61.9 3 62.5 63.3 64.1 64.9 65.2 65.4
6 614
6 13 12 1 10 9 8 000 7 6 5 4 3 2
5 5 6 6 0= 6 6
U 5 5 5 5 5 5 M� 5 5 5 5 5 5
U PROP. R/W
10+00.00 Dewberry St.
3 - -_ -
/�/� = 18+83.98 Clementine Ave. e a g
W W W -
1 PROP. C& 04 W
PROP. WA ER _
E� L
° - - - - - -
17 / N 89°18'48" E 320.00' N 89°18'48" E -- 320.00' o
/ PROP. C & G PROP. C & G c\l
PROP. SEWER
I =
PROP.R/W J
6 6 6
5 5 5
18 57.2 58.1 58.8
53.4 19 20 21
CLEMENTINE AVE.
SEE SHEET 4
CONSTRUC11ON NOTES
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
O INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX
PER CITY OF FONTANA STD. DWG. NO. 2005.
O6 INSTALL BACKWATER VALVE DEVICE
20'
BLUEBERRY AVE.
SEE SHEET 5
TOLL FREE _qwwMlwp� 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
PROP.R/W J
5 6 E
5
61.1 62.1 62.9
22 23 24
TRACT N0. 19962 - 2
REVISION DESCRIPTION
WINTERCRESS AVE.
SEE SHEET 6
DEWBERRY
DATE I ENGR. I CITY I DATE
16+00 17+00
T__-
0 �0'
65.6 2' 22' 22' 12' 66.4
1
I 1
c
7777 79 A
■� �1/ -
- � - X8'48" E 136.00'
CL MH#10
58 3 16+88.00 Dewberry ST.
=18+84.98 Grassland Ave.
CED 82
63.6
STREET
iii
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.
TRACT N0. 19962
66.6 67.0
2 3
0
Nm 5
0 5
a
PROP. R/W
--------- - --=(
Af
O PROP. C & G
PROP. C & G x20°38'34"
L' 106.28'R'295.00,
T=53.72
PROP.RIW
51 50
63.4 65.9
TRACT NO. 19962
4
Q)_ %
13'
COLLARD AVE.
SEE SHEET 8
BENCH MARK: # B-7
BASIS OF BEARINGS:
DESIGN
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
6'
1
lb-
1 20'
20' 116
WINTERCRESS AVE.
SEE SHEET 6
DEWBERRY
DATE I ENGR. I CITY I DATE
16+00 17+00
T__-
0 �0'
65.6 2' 22' 22' 12' 66.4
1
I 1
c
7777 79 A
■� �1/ -
- � - X8'48" E 136.00'
CL MH#10
58 3 16+88.00 Dewberry ST.
=18+84.98 Grassland Ave.
CED 82
63.6
STREET
iii
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.
TRACT N0. 19962
66.6 67.0
2 3
0
Nm 5
0 5
a
PROP. R/W
--------- - --=(
Af
O PROP. C & G
PROP. C & G x20°38'34"
L' 106.28'R'295.00,
T=53.72
PROP.RIW
51 50
63.4 65.9
TRACT NO. 19962
4
Q)_ %
13'
COLLARD AVE.
SEE SHEET 8
BENCH MARK: # B-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.
19+00.25
ELEVATION: 1739.006'
NO
4
1 19+16.45
PREPARED UNDER THE SUPERVISION OF:
NO
5
14+58.50
NO
6
r
YES
7
13+68.50
o s G,
= G y
MA D O L E 9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
LLJ3 No. 36637 C
RANCHO CUCAMONGA, CA. 91730
DM 1 EH
9
PHONE: 909.481.6322
DESIGNED BY:
* Exp: 06-30-18 *
E .neering Communities or Life FAX: 909.481.6320
Q
NO
GBISCL
C/
TFOFCAL�FO�
CHECKED BY:
12
` DA `
WEND L L. IWAT URU EXP/6-30f 8
YES
WLI
N.
67.0
5
65.0
6
TRACT 19960 ( LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
1
17+53.00
NO
2
18+44.62
NO
3
19+00.25
NO
4
1 19+16.45
NO
TRACT 19962-2 (LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
1
16+33.00
NO
2
15+66.20
NO
3
15+46.00
NO
4
14+74.50
NO
5
14+58.50
NO
6
13+84.50
YES
7
13+68.50
YES
8
12+94.50
NO
9
12+78.50
NO
10
12+08.00
NO
11
11+88.50
YES
12
11+14.50
YES
13
10+70.15
YES
14
10+32.04
YES
15
10+12.04
YES
19
10+49.00
YES
20
10+89.00
YES
21
11+63.00
YES
22
12+69.00
NO
23
13+51.00
YES
24
13+93.00
YES
CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
TRACT NO. 19962, -2 SCALE:
DEWBERRY STREET ASSHOWN
:
STA. 10+00.00,70 STA. 19+30.28 NOV. 2016
APPROVED-gX, DRAWING NO.
6/8/17 5612 2
CITY ENGINEER R.C.E. 51152 DATE 8
F�
J:\126-2659\sewer\TR 19962\SewO2.dwg, 4/26/2017 10:54:36 AM, DWG To PDF.pc3