HomeMy WebLinkAbout3081-3__ __ -.
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11+00
12+00
SCALE: 1 40
IN
13+00
JACKSON DRIVE
DESIGN STA.
AS -BUILT STA.
BACKFLOW
19
SEE SHEET 2
CITY
NO
34
13+31.14
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
_
Date : Z-'�6'•'
NO
35
13+13.14
I
NO
36
2
39 2
2 38
37
37 NO J
,� 36
NO
38
11+68.33
NO
39
11+48.33
r7
r7
11+56.09
M J
TO
31
30
29
NO
29
16+55.98
28
p)
O
r7
M
E 62183 EXP. 9-30-05
O
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2
2
2
14+50.78
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00
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11+77.00 CL MH# 1
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co
+
II
8
_ZZ
+
PROP. 8"
+
LO
WATER MAIN
+
LO
JACKSON DR SEWER TRUNK
10 0
I
11+00
N 12+00
13+00
=10+00.
-
- -
NIAGARA DR SEWER TRUNK
N 0'02'39"W00
1
NIAGAPA
u? DRIVE
_ -
a
00
1
MESA cN
15+00
16+00
DRIVE
1
17+00
1
N
W
-
-
-
3
-
-
-
-
PROP. 8"
WATER MAIN
I
1
13+62.94
2
tl�
SEWER LATERAL TABLE
LOT #
DESIGN STA.
AS -BUILT STA.
BACKFLOW
19
13+62.94
CITY
NO
34
13+31.14
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
_
Date : Z-'�6'•'
NO
35
13+13.14
I
NO
36
12+90.33
NO
37
12+70.33
SEWER IMPROVEMENT PLANS
TRACT NO. 11006
RA MESA DRIVE
NO
38
11+68.33
NO
39
11+48.33
NO
40
11+56.09
NO
19 iii ii i i iin
MAT(>i LINE STA 14+00.00
SEE RIWT
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN MCORPORAIED M(f0 THE DOCUMENTS AS
A RESULT THEREOF.
�1MJ
13+13.14 2
3 6.9 6 L
34
13+31.14
40.85 L 2
� REV. REVISION DESCRIPTION
A
DIAL TWO WORKING 4 FINAL SUBMITTAL
BEFORE DAYS BEFORE
YOU DIG YOU DIG 3 3RD SUBMITTAL
TOLL FREE 1-800-227-2600 2 2ND SUBMITTAL
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 1ST SUBMITTAL
FINISH !GROUND OVOR
IIYJ 1 AYLt
PROFILE i
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HORIZ _ 40 f ' i I i ; ..� i {
i
,
-
'VERT 1 - 4 I f I
14+00 rPLAN 1 "= 40' 14+00 15+00 16+00 17+00 18+00
CONSTRUCTION NOTES
(� INSTALL 8" V.C.P. EXTRA STRENGTH SEWER MAIN
O2 INSTALL 4" V.C.P SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125
O3 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG.
NO. 112 (I.D.=48").
O4 CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY OF FONTANTA STD. DWG. 128
SEWER LATERAL TABLE
LOT #
DESIGN STA.
AS -BUILT STA.
BACKFLOW
20
14+40.79
CITY
NO
21
14+60.79
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
_
Date : Z-'�6'•'
NO
22
15+46.00
I
NO
23
33
NO
24
16+65.98
SEWER IMPROVEMENT PLANS
TRACT NO. 11006
RA MESA DRIVE
NO
25
16+88.79
NO
26
1
NO
27
17+83.28
)1/28s�qT
32
31
30
29
NO
29
16+55.98
28
27
2 1
15+70.12
E 62183 EXP. 9-30-05
NO
31
2
2
2
14+50.78
2
NO
2
14+20.58
NO
C 00
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00
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00
co
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8
+
PROP. 8"
+
LO
WATER MAIN
+
LO
'
p•
�+
_ -
a
00
1
MESA cN
15+00
16+00
DRIVE
1
17+00
1
N
W
-
-
-
-
-
-
-
-
W
•
N89 52 15
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00
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++
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+
24
0R
26
CONSTRUCTION NOTES
(� INSTALL 8" V.C.P. EXTRA STRENGTH SEWER MAIN
O2 INSTALL 4" V.C.P SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125
O3 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG.
NO. 112 (I.D.=48").
O4 CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY OF FONTANTA STD. DWG. 128
SEWER LATERAL TABLE
LOT #
DESIGN STA.
AS -BUILT STA.
BACKFLOW
20
14+40.79
CITY
NO
21
14+60.79
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
_
Date : Z-'�6'•'
NO
22
15+46.00
NO
23
15+80.12
NO
24
16+65.98
SEWER IMPROVEMENT PLANS
TRACT NO. 11006
RA MESA DRIVE
NO
25
16+88.79
NO
26
17+73.28
NO
27
17+83.28
)1/28s�qT
NO
28
16+78.98
CHECKED BY: am
RCa MLB
NO
29
16+55.98
12/4
NO
30
15+70.12
E 62183 EXP. 9-30-05
NO
31
15+36.00
NO
32
14+50.78
NO
33
14+20.58
NO
SCALE IN FEET
JA692-14301sewer\SEW03.dwg, 02/18/2002 11:44:26 AM, mig
BENCH MARK: 360
CITY OF FONTANA BENCH MARK.
NAIL IN POLE #1536704E AT
SOUTH WEST CORNER OF LIME
AVENUE AND BASELINE ROAD
ELEVATION: 1376.09
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS
MAP IS NO'02'39"W. BEING THE
CENTERLINE OF ALMERIA AVENUE AS
SHOWN ON PARCEL MAP 3218,
P.M.B. 29/15 WAS USED.
0 40 80 120 160
DATE
ENGR.
CITY
DATE
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.
QRS
�S s Fy
�� 183,
� � No. 62 N �
Exp: 9-30-05
CIV��. �e,��
FpFCA��FO
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
_
Date : Z-'�6'•'
CITY OF FONTANA, CALIFORNIA
DRAWN BY:
MJG
SEWER IMPROVEMENT PLANS
TRACT NO. 11006
RA MESA DRIVE
SCALE: "- ,
1 40
2/Z5
DESIGNED BY:
DATE:
FEB, 2002
)1/28s�qT
CHECKED BY: am
RCa MLB
PRO BY:
� " Z •
C Y ENGINEER R. .E. 51152 DATE
DRAWING NO.:
30'8
3
3
12/4
E 62183 EXP. 9-30-05
9/12
JA692-14301sewer\SEW03.dwg, 02/18/2002 11:44:26 AM, mig