HomeMy WebLinkAbout3439-35
0
10+00
4
42 "RCP
STORM DRAIN
.--- PER DWG
\ NO. 3440
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6�
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n
(ILA 1
A--
1
T
11+00 12+00 13+00 PLAN 1 "= 40' 14+00 15+00 16+00 17+00
SCALE IN FEET
0 40 80 120 160
L!* SCALE. 1 " = 40'
14IN's
2 SEE SHEET 2
5'--I N � 14 101 100
_ N N 68' 102
Q� 3 2 } �Z 105 104 103 =
4 �
v i Z v �12'11 22 ( 2)' 2 4 v
O(n 1 o,; 4 4 4 r o i
0 0� oLO � Lu 4 4 4 4 ^ r�
�LO
�W O ^ ± N 0r i + ^
PROP. R/'10 PROP. R/W
V)
11 OON 0'15'25" W
12+00 13+00 N 0'03'09" E 14+00 15+ 0 16+00
- -
�' 1 �' ST fROP. 8" WATER r SUNRIDG COURT, _,,
^ S U N R G E GT. -- � � „ .� � � �...s_� �_ �. U - RT'-' 16+4L
_r
—
' A
O
aur. Al rO
O
O
O
O
-
NO
SOUTH LINE OF SECTION 30,
CITRUS AVENUE AND LOS CEDROS
TOWNSHIP 1 NORTH, RANGE 5 WEST,
AVENUE, IN POWER POLE NO. 9011E
10+81
SAN BERNARDINO MERIDIAN, AS SHOWN ON
ON THE EAST SIDE OF CITRUS AVENUE.
TR. NO. 15908, FILED IN BOOK 271, PAGES
N
4 THROUGH 39 OF MAPS, WAS USED
ELEVATION: # 1467.59
h
rS THE BASIS OR BEARINGS FOR THIS MAP.
NO
Prepared Under The Supervision Of
QE'
PREPARED IN THE OFFICE OF
6e JeSU� 0�.2
MADOLE AND ASSOCIATES, INC.
12+90
YES
w
No. 651959
m
YES
10601 CHURCH STREET, STE. 107
14+20
M
95
14+40
RANCHO CUCAMONGA, CA 91730
NO
PHONE (909) 948-1311
Expi 9-30-05 Q
0
CIVIC-
97
F�FCALIF�
Date : io-vp_eY
NO
65195 EXP. 9-30-05
16+38
NO
99
16+46
NO
100
16+42
NO
101
4
4
4
4
4
to
NO
12' 20 12'
89 g0 91 92 93 94 95 96 97
� �20 ,�-. ......_.
SEE SHEET `2 e °SES �0f�
1 �,,9 RECORD DRAWING
� lF
QTHESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
�., �_ ,; < PART, ON THE BASIS OF INFORMATION COMPILED AND
'� `i D• 3�'.�'3l �- 'd FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
az` RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHC!-i
.,. HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
100-1
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Ll RECORD ORAYVING
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 PLAINS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
m;
BENCH MARK: # 615BASES
DESIGN STA.
OF BEARN M
BACKFLOW
1
THE BEARING OR N 89'40'40" E ALONG THE
RAILROAD SPIKE AT INTERSECTION OF
NO
SOUTH LINE OF SECTION 30,
CITRUS AVENUE AND LOS CEDROS
TOWNSHIP 1 NORTH, RANGE 5 WEST,
AVENUE, IN POWER POLE NO. 9011E
10+81
SAN BERNARDINO MERIDIAN, AS SHOWN ON
ON THE EAST SIDE OF CITRUS AVENUE.
TR. NO. 15908, FILED IN BOOK 271, PAGES
10+65
4 THROUGH 39 OF MAPS, WAS USED
ELEVATION: # 1467.59
11+60
rS THE BASIS OR BEARINGS FOR THIS MAP.
NO
Prepared Under The Supervision Of
QE'
PREPARED IN THE OFFICE OF
6e JeSU� 0�.2
MADOLE AND ASSOCIATES, INC.
12+90
YES
w
No. 651959
m
YES
10601 CHURCH STREET, STE. 107
14+20
ti
95
14+40
RANCHO CUCAMONGA, CA 91730
NO
PHONE (909) 948-1311
Expi 9-30-05 Q
CIVIC-
97
F�FCALIF�
Date : io-vp_eY
NO
65195 EXP. 9-30-05
CONSTRUCTION NOTES:
lO- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2O- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (0=48").
4a- INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
SEWER LATERAL TABLE
LOT #
DESIGN STA.
AS -BUIL T STA.
BACKFLOW
1
11+98
NO
2
11+01
NO
3
10+81
NO
89
10+65
NO
90
11+60
NO
91
11+80
NO
92
12+90
YES
93
13+ 10
YES
94
14+20
YES
95
14+40
NO
96
15+50
NO
97
16+18
NO
98
16+38
NO
99
16+46
NO
100
16+42
NO
101
15+73
NO
102
15+05
NO
103
14+36
NO
104
14+16
NO
105
13+15
NO
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAM Y- CC TRA C T 6363 SCALE: 1" 40'
DESIGNED BY: UNRI D COURT DATE:
MJG/LP NOV. 2003
B4Y: APP VED BY: DRAWING NO.: 3
MJG/LP
C ITY ENGINEER R.C.E. 51152 DATE 3439 8
JA685-1650\sewer\sew03.dwg, 04/29/2004 12:15:00 PM, cc