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SEE SHEET 8
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STRENGTH V.C.P. SEWER
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PROP. FS OVER
CL OF PIPE -
INSTALL 226.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
� SCALE: 1 " = 40'
7
6
5
AS -BUILT
4
18
3
41.2
43.3
44.2
N
46.3
YES
47.1
4
3
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4 TRACT NO
3
PROP. RIW--,�
19960-1
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23
16+15.82
` N 0019'27"W 233.79'
l
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10
PROP.RIW
40.0 40.1 TRAC
26
i CLMH#1
I i 10+00.00 AGAVE AVENUE
_..� =10+00.00 TOPIARY LANE
TOPIARY LANE
SEE SHEET 8
PF(fr".
OF
OF
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
18
18+41.83
YES
19
17+74.76
YES
C...CC..
17+55.87
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YES
21
16+98.51
YES
22
16+76.23
NO
23
16+15.82
YES
7
10+85.79
YES
8
10+08.59
YES
PF(fr".
OF
OF
INSTALL 223.91 LF. 8" EXTRA STRENGTH
15 16
BLUE IRIS STREET
SEE SHEET 6
2 1 N
0 25 24 M 23
49.2 X ��M zM
49.9 2 � co CO�U 54.8 22 W M 0 = clLu � S
AMM 4 > 5.7.
MQ � mo 4 M 3+ O0 4 R
3 =Mca
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
18
18+41.83
YES
19
17+74.76
YES
C...CC..
17+55.87
�CCC�CCC.CC
YES
21
16+98.51
YES
22
16+76.23
NO
23
16+15.82
NO
24
15+86.44
YES
25
15+30.79
YES
INSTALL 223.91 LF. 8" EXTRA STRENGTH
15 16
BLUE IRIS STREET
SEE SHEET 6
2 1 N
0 25 24 M 23
49.2 X ��M zM
49.9 2 � co CO�U 54.8 22 W M 0 = clLu � S
AMM 4 > 5.7.
MQ � mo 4 M 3+ O0 4 R
3 =Mca
PROP. C& G 1 I o o F" I
N 0°19'27" W 230.00'
-
_ w PROP. WATER w WINE w - o
L/ I
ORCHARD STREET
SEE SHEET 7
TRACT 19960-2
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
18
18+41.83
YES
19
17+74.76
YES
20
17+55.87
YES
21
16+98.51
YES
22
16+76.23
NO
23
16+15.82
NO
24
15+86.44
YES
25
15+30.79
YES
W
3
MU �mI-
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N0.
1
19 60-2
0
PROP. C& G 1 I o o F" I
N 0°19'27" W 230.00'
-
_ w PROP. WATER w WINE w - o
L/ I
ORCHARD STREET
SEE SHEET 7
TRACT 19960-2
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
18
18+41.83
YES
19
17+74.76
YES
20
17+55.87
YES
21
16+98.51
YES
22
16+76.23
NO
23
16+15.82
NO
24
15+86.44
YES
25
15+30.79
YES
N 0°19' 109.55' D=13°2719" R=504 00'
L=118..6'7=:5:9,4
w
PROP. 8"WATER TRACT N0.L
PROP. C & G } 3 3
19960-3
46.7 10 i , , O'I x�� 4 4
bo' I 36'
52.5 53.5
O 87 sb' N M 00
m o 26 27
BLUE IRIS STREET
SEE SHEET 6
AGAVE
TRACT 19960-1
LOT N0. DESIGN (LAT.) AS -BUILT BACKFLOW
1 14+07.79 NO
2 13+21.79 NO
3 13+05.79 YES
4 12+18.79 NO
5 11+88.79 NO
6 11+01.79
AVENUE
TRACT 19960-2
LOT N0.
DESIGN (LAT.)
AS -BUILT
BACKFLOW
26
15+20.79
YES
27
15+55.79
YES
28
16+42.85
YES
29
16+95.51
YES
30
17+58.87
YES
31
17+90.64
YES
TOLL FREE �1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
T -_
54.4 U
28 s> >
29
S9 �
OOOT R SOA
w\
3
4 3
Sg 1 4 /
001
0
-1750
40 80 120 11.
SCALE IN FEET
CONSTRUCTION NOTES
1O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
2O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG.
NO'S. 2000, 2001 & 2003
O3 INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER CITY OF FONTANA STD.
DWG. N0.2005.
4O INSTALL BACKWATER VALVE DEVICE
BENCH MARK: BM # 6-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK THE CENTERLINE OF CITRUS AVENUE AS
# 6-7. A BRASS DISK AT THE SOUTH- SHOWN ON RECORD OF SURVEY 35/9
EAST CORNER OF CASA GRANDE TAKEN ASN 01'10'30" W WAS USED AS
AVENUE AND SIERRA AVENUE. THE BASIS OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QFtOFESSION
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN L /��sG�� KMADOLE 9IN-TRACT SEWER IMPROVEMENT PLANS
-)3 3a 2 PITTSBURGH AVE, SUITE 23o DRAWN BYSCALE.
TRACT NO. 19960-1 -2 AS SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY w 3 N o. 36637 c m � RANCHO CUCAMONGA, CA. 91730 SCL / DM /JAM �
� ;;u PHONE: PHONE 909.481.6322
.� Exp: 06-30-18 � gineering Communities for Life FAX 909.481.6320 DESIGNED BY: AGAVE AVENUE DATE:
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO GB /SCL STA. 10+00•00 TO STk 18+50•00 DEC. 2016
FP' \L FO�� .2 DAT CHECKED BY: APPROVED BY- DRAWING N0.
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. WEND LL L. IWA SURD EXP. 30- 8 WLI -< 6/8/17 2
5604 12
CITY ENGINEER R.C.E. 51152 DATE
7
I+
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