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PROFILE
HORIZ 1"= 40' INSTALL 2
25.00 L.F. 10 EXTRA STRENGTH V.C.P. SEWEMR
VERT 1 "= 4'
PLAN 1 "= 40' 10+00 11♦00 12+00
SCALE IN FEET
0 40 80 120 160
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51 52
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CLMH#3 5
10+00.00 Clementine Ave.
50 =10+00.00 Lantana St.
49 30.4 I co oc�
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LANTANA STREET
SEE SHEET 3
CONSTRUCTION NOTES
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
O INSTALL 10" EXTRA STRENGTH V.C.P. SEWER
O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
O CONSTRUCT 60" 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.
O INSTALL BACKWATER VALVE DEVICE
53 54
PROP. C & G
32.5 34.3 o�
-
53.4
54.6
2" W-
PROP.
X II II
_
lSID
cn >
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SUITE 230
� � RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
Engineer' g Communi ' s fo Life FAX: 909.481.6320
DA�
or
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ti bo 0
0. 19962 -2
5 N �a
N 0°41'12" W
+00
N mH
4
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5
INSTALL 228.33 L.F. 10" EXTRA
lSTRENGTH V.C.P. SEWER
13+00 14+00
56 57
36.1
37.8 39.6
4
TRACT NO 19962 -1
oqt
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5 5
PROP R/W
W W
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TRELLIS LANE
9+33.05
8' REMOVE PLUG & JOIN
EXIST. 10" VCP PER 2
12' 22' 22' 12' DWG. No. , SHT. 2 OF 2
40.6 Lo 2 1 47.4
r o 45.8
5'
6 6
w
5 E 5 5
3 4
49.1 50.8
TRACT N0. 19962 - 1
Q5 5
PROP. R/W
■■_IIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIII■�_�IIIIIIIIIIIIIIIIIIII1�IIIIIIII�
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
- '\-+0P. WATER N
N 0°41'12" W 200.00' o
N
a CL)PROP. R/W
5 .= J 5 5 5
LO
�U rn
4t Ecn�
M N 44.8 46.5 48.2
43.2 1 TR CT N0. 1 962 -1
11 4 10 9 8
CLEMENTINE AVENUE
5 18
PROP. C & G
CIO)
-
53.4
54.6
2" W-
PROP.
N 0°41'12" W 233.33'
PROP. SEWER
_
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PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SUITE 230
� � RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
Engineer' g Communi ' s fo Life FAX: 909.481.6320
DA�
TRACT
0. 19962 -2
a z
N 0°41'12" W
220.65'
4
4t o
5
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17+12.00
5 co
5
19
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PROP.R/W
5
z
NN
N� 5
5
5
5
15+45.00
TO 49.9
75
51.5
57.2
14+90.00
YES
3 7
6 Ih
6
YES
12
aj 6
6
6
13
13+28.00
32.7
32:D.7
34.4
c\1
U
36.2
37.9
39.7
41.5
12+34.50
16
o��
+>
00 15
NO
17
11+05.00
YES
18
10+57.00
YES
52
10+52.50
TRACT
N0.
19962
-1 14
13
12
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
- '\-+0P. WATER N
N 0°41'12" W 200.00' o
N
a CL)PROP. R/W
5 .= J 5 5 5
LO
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M N 44.8 46.5 48.2
43.2 1 TR CT N0. 1 962 -1
11 4 10 9 8
CLEMENTINE AVENUE
5 18
17
DESIGN
16
53.4
54.6
15+23.33
55.9
52.5
O
2
> �
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SUITE 230
� � RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
Engineer' g Communi ' s fo Life FAX: 909.481.6320
DA�
TRACT
0. 19962 -2
a z
N 0°41'12" W
220.65'
4
4t o
5
5C
5
o
CO o
M oco202
/
YES
6
17+12.00
5 co
IN
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.
DEWBERRY STREET
SEE SHEET 2
BENCH MARK: # B-7 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
TRACT 19962-1 ( LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
1
15+23.33
F'FCOP. C & G
W
2
15+75.50
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SUITE 230
� � RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
Engineer' g Communi ' s fo Life FAX: 909.481.6320
DA�
NO
3
PROP. C& G
N 0°41'12" W
220.65'
4
16+87.40
YES
5
17+40.50
YES
6
17+12.00
5 co
5
19
co
SCALE:
AS SHOWN
NO
4t M
6
= M
9
15+45.00
TO 49.9
75
51.5
57.2
14+90.00
YES
3 7
6 Ih
20
IN
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.
DEWBERRY STREET
SEE SHEET 2
BENCH MARK: # B-7 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
TRACT 19962-1 ( LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
1
15+23.33
CITY
YES
2
15+75.50
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SUITE 230
� � RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
Engineer' g Communi ' s fo Life FAX: 909.481.6320
DA�
NO
3
16+30.50
NO
4
16+87.40
YES
5
17+40.50
YES
6
17+12.00
YES
7
16+55.00
SCALE:
AS SHOWN
NO
8
16+00.00
NO
9
15+45.00
YES
10
14+90.00
YES
11
14+35.00
8
YES
12
13+83.00
NO
13
13+28.00
YES
14
12+84.33
CITY ENGINEER R.C.E. 51152 DATE
YES
15
12+34.50
YES
16
11+63.00
NO
17
11+05.00
YES
18
10+57.00
YES
52
10+52.50
YES
53
11+08.00
YES
54
11+70.33
NO
55
12+25.33
NO
56
12+81.33
YES
57
13+25.00
YES
58
14+08.33
YES
TRACT 19962 - 2 ( LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
16
18+73.00
CITY
NO
17
18+69.00
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SUITE 230
� � RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
Engineer' g Communi ' s fo Life FAX: 909.481.6320
DA�
NO
18
18+29.75
NO
L7M
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ELEVATION: 1739.006'
OF BEARINGS FOR THIS MAP.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WffHIN 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.
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m
� 3 No. 36637 C �
�r Exp: 06-30-18 *
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CFCAL�F
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SUITE 230
� � RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
Engineer' g Communi ' s fo Life FAX: 909.481.6320
DA�
CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
DRAWN BY:
DM 1 EH
TRACT NO.19962-1 AND 19962-2
TRELLIS LANE - STA s+2s.97 To sra 9+33.05
CLEMENTINE AVE. - SrA. 10+00.00 TO STA 18+8398
SCALE:
AS SHOWN
DESIGNED BY:
GB / SCL
DATE:
NOV. 2016
CHECKED BY:
APPROVED -RX-
�_. -
6/8/17
DRAWING NO.
5612
8
WEND L L. I ATSU U EXP.0-30-11WLI
CITY ENGINEER R.C.E. 51152 DATE
L7M
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