HomeMy WebLinkAbout3037-7we
ST =9+94.98
FILMORE WAY 10.00
1=14+86.97
CL MH #11
47
BUCHANAN LANE
SEE SHEET 6
W
N _ i 135
i003
z+ � 5' PUE (TYP)
I
CL INT
10+00.00 FILMORE WAY
=14+86.52 BUCHANAN LANE
\--------- —
11+00 NOO'02'51" W
pp1�1®m1
00
CL INT
12+61.57 FILMORE WAY N HAMILTON LANE
=10+00.00 FORD WAY N SEE SHEET 8
W I
134 133 0'0 132 131 130 129 i I
CD X: C14
I 3
i C"
N U 00Z
/---- —— CURB do GUTTER �\ I
R/W
\
497,1549 50 51 52 !
FORD WAY
CONSTRUCTION NOTES
11 INSTALL 8" EXTRA STRENGTH VCP SEWER
CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
2&
33 INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
6a— BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
°'i. 31681
�2-OF CALIF%
(64
13+00
i -44 0-01 N00*02'510W OWE
59
53 54 55 156Nto= \CL INT
+ + 15+20.00 FILMORE WAY
it =15+62.08 HAMILTON LANE
�}
rn¢
..0:3:
+W
O of
II �
N LL-
FILMORE
FILMORE WAY
rtEEv. REVISION DEsarPnaN DAZE ENGR. I am DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
� 2Fwp-p DF3AV11wa 2- CLI Hcy154
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.
/QROFUIR
H
���CO PgT UR
z
a-1 ? No. 31681 z 5T."
* Exp. 12/31/04
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�F OF CA��F��
LEGEND
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA. "AS BUILT" STA.
REMARKS
49
10+07.96
R
FILMORE WAY
50
10+59.34
R
FILMORE WAY
51
:
_
FILMORE WAY
W
r OZ
_
R
FILMORE WAY
53
13+33.59
R
FILMORE WAY
n
14+12.59
R
FILMORE WAY
55
14+79.59
R
_
56
_
R
FILMORE WAY
129
14+69.59
L
FILMORE WAY
130
13+90.91
L
FILMORE WAY
131
13+60.91
L
FILMORE WAY
132
12+70.91
L
FILMORE WAY
133
12+40.91
L
FILMORE WAY
134
11+50.91
1560
FILMORE WAY
O
..
O
1560
_
cm
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CONST 276.00_
LF
CONST 236.00 LF
i
8 EXTRA STRENGTH VCP
PROFILE SCALES
8 EXTRA STRENGTH VCP
HORIZ. 1
VERT. 1 =4
10+00
11+00 12+00
13+00
14+00
15+00
we
ST =9+94.98
FILMORE WAY 10.00
1=14+86.97
CL MH #11
47
BUCHANAN LANE
SEE SHEET 6
W
N _ i 135
i003
z+ � 5' PUE (TYP)
I
CL INT
10+00.00 FILMORE WAY
=14+86.52 BUCHANAN LANE
\--------- —
11+00 NOO'02'51" W
pp1�1®m1
00
CL INT
12+61.57 FILMORE WAY N HAMILTON LANE
=10+00.00 FORD WAY N SEE SHEET 8
W I
134 133 0'0 132 131 130 129 i I
CD X: C14
I 3
i C"
N U 00Z
/---- —— CURB do GUTTER �\ I
R/W
\
497,1549 50 51 52 !
FORD WAY
CONSTRUCTION NOTES
11 INSTALL 8" EXTRA STRENGTH VCP SEWER
CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
2&
33 INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
6a— BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
°'i. 31681
�2-OF CALIF%
(64
13+00
i -44 0-01 N00*02'510W OWE
59
53 54 55 156Nto= \CL INT
+ + 15+20.00 FILMORE WAY
it =15+62.08 HAMILTON LANE
�}
rn¢
..0:3:
+W
O of
II �
N LL-
FILMORE
FILMORE WAY
rtEEv. REVISION DEsarPnaN DAZE ENGR. I am DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
� 2Fwp-p DF3AV11wa 2- CLI Hcy154
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.
/QROFUIR
H
���CO PgT UR
z
a-1 ? No. 31681 z 5T."
* Exp. 12/31/04
\sj CMV
�F OF CA��F��
LEGEND
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA. "AS BUILT" STA.
REMARKS
49
10+07.96
R
FILMORE WAY
50
10+59.34
R
FILMORE WAY
51
11+50.59
R
FILMORE WAY
52
11+99.59
R
FILMORE WAY
53
13+33.59
R
FILMORE WAY
54
14+12.59
R
FILMORE WAY
55
14+79.59
R
FILMORE WAY
56
14+94.78
R
FILMORE WAY
129
14+69.59
L
FILMORE WAY
130
13+90.91
L
FILMORE WAY
131
13+60.91
L
FILMORE WAY
132
12+70.91
L
FILMORE WAY
133
12+40.91
L
FILMORE WAY
134
11+50.91
L
FILMORE WAY
we
ST =9+94.98
FILMORE WAY 10.00
1=14+86.97
CL MH #11
47
BUCHANAN LANE
SEE SHEET 6
W
N _ i 135
i003
z+ � 5' PUE (TYP)
I
CL INT
10+00.00 FILMORE WAY
=14+86.52 BUCHANAN LANE
\--------- —
11+00 NOO'02'51" W
pp1�1®m1
00
CL INT
12+61.57 FILMORE WAY N HAMILTON LANE
=10+00.00 FORD WAY N SEE SHEET 8
W I
134 133 0'0 132 131 130 129 i I
CD X: C14
I 3
i C"
N U 00Z
/---- —— CURB do GUTTER �\ I
R/W
\
497,1549 50 51 52 !
FORD WAY
CONSTRUCTION NOTES
11 INSTALL 8" EXTRA STRENGTH VCP SEWER
CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
2&
33 INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
6a— BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
°'i. 31681
�2-OF CALIF%
(64
13+00
i -44 0-01 N00*02'510W OWE
59
53 54 55 156Nto= \CL INT
+ + 15+20.00 FILMORE WAY
it =15+62.08 HAMILTON LANE
�}
rn¢
..0:3:
+W
O of
II �
N LL-
FILMORE
FILMORE WAY
rtEEv. REVISION DEsarPnaN DAZE ENGR. I am DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
� 2Fwp-p DF3AV11wa 2- CLI Hcy154
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.
/QROFUIR
H
���CO PgT UR
z
a-1 ? No. 31681 z 5T."
* Exp. 12/31/04
\sj CMV
�F OF CA��F��
LEGEND
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
SD
STORM DRAIN UNE
W
WATER LINE
ST
STREET STATION
10+00.00
SEWER STATION
40 0 40 80
1 "= 40' mmmmi
scale feet
1111 EIV HFbinaman,
CITY OF FONTANA, CALIFORNA
Imil In �SUMMIT HEIGHTS 11
Civil Engineering - Planning • Surveying • Public Works AWN BY: SEWER PLAN & PROFLE
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF
PREPARED UNDER THE SUPERVISION OF: GNED BY: FLL40 E WAY
nn REF TRACT 1-1
41
Q( 1 Cr/ O CHECKED BY APPRO
HAROLD A. GARCELON R.C.E. 31681 DATE: RL of-
f
rj T/ crJr_ikircD o r r R1 G7 H A TE.
3
a
00
N
0
1 "= 40'
M
TE -
12-3-01
12 -3-01
�N
wN
No.:
7
/�
3037
N^
12
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