HomeMy WebLinkAbout3037-5O
O
L0
CL INT
21+78.42 REAGAN DRIVE
=19+02.42 MADISON LANE
23+83.43 REAGAN DRIVE
----------------------
R/W
30' SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT CURB & GUTTEAR 10
W _
W
LLJS
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA. "AS BUILT" STA.
REMARKS
1
22+14.00
R
REAGAN DRIVE
2
22+00.00
R
REAGAN DRIVE
3
21+57.41
R
REAGAN DRIVE
4
21+27.41
R
REAGAN DRIVE
5
20+49.41
R
REAGAN DRIVE
6
19+41.41
R
REAGAN DRIVE
7
18+95.41
R
REAGAN DRIVE
8
18+15.41
- . .
-
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oiCl •
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R
REAGAN DRIVE
10
17+05.41
R
REAGAN DRIVE
11
16+75.41
R
REAGAN DRIVE
12
..
R
REAGAN DRIVE
13
15+65.41
R
REAGAN DRIVE
BY:
APPR I
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5
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CITY ENGINEER R.C.E. 51152 DATE:
12
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O
O
L0
CL INT
21+78.42 REAGAN DRIVE
=19+02.42 MADISON LANE
23+83.43 REAGAN DRIVE
----------------------
R/W
30' SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT CURB & GUTTEAR 10
W _
W
LLJS
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA. "AS BUILT" STA.
REMARKS
1
22+14.00
R
REAGAN DRIVE
2
22+00.00
R
REAGAN DRIVE
3
21+57.41
R
REAGAN DRIVE
4
21+27.41
R
REAGAN DRIVE
5
20+49.41
R
REAGAN DRIVE
6
19+41.41
R
REAGAN DRIVE
7
18+95.41
R
REAGAN DRIVE
8
18+15.41
R
REAGAN DRIVE
9
17+85.41
R
REAGAN DRIVE
10
17+05.41
R
REAGAN DRIVE
11
16+75.41
R
REAGAN DRIVE
12
15+95.41
R
REAGAN DRIVE
13
15+65.41
R
REAGAN DRIVE
O
O
L0
CL INT
21+78.42 REAGAN DRIVE
=19+02.42 MADISON LANE
23+83.43 REAGAN DRIVE
----------------------
R/W
30' SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT CURB & GUTTEAR 10
W _
W
LLJS
40 0 40
80
"-
1 40mmmmm�3
Lu
W
3 N
W
V)
Z
0
CITY OF FONTANA, CALFORNA
SUMMIT HEIGHTS II
O O
2 Lz
a T
BY:
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SE •. R PLAN & PROFLE
13
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---- — — ------------
---- --
--- -- ---do—WC-URB do GUTTER R�N 5 5' PUE (TYP) 5 \\ I r/ 5 �\ 3
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12+ 11 10 9 8 7 + 6 5 ^ —f
to ("U T
MADISON LANE
In 01
3 2
N
II II
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" R� 0-012 D OR SAW I N G'' LEGEND
`,� r� CL- CENTERLINE
/�V' MH MANHOLE
CONSTRUCTION NOTES INT INTERSECTION
1 INSTALL 8- EXTRA STRENGTH VCP SEWER �QRO� ��%�C� R/W RIGHT OF WAY
D STORM
2 CONSTRUCT 48- PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 REAGAN DRIVEI ��Q� �pg�i11�P W WAS uNEIN LINE
33 INSTALL 4 EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
5� BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) 31681 ST STREET N
�� (Z(3I au � 10+00.00 SEWER STATIOTATIO N
a!'J V
OFC
REV REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ❑❑❑�
RF -COQ -C> o�wING 2.0�, "G 5.q QR�ESS,o H rem Inc.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� THuR ani
A- o c��`?
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ❑❑A Civil Engineering •Planning -Surveying •Public Works A,wll
z
? No. 31681 z A 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp.12/31/04 PRE A ED UN ER SUPERVISION OF: GNE
**
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND q�FCIVIC ���`Q- �- I oz-ECKE
OF CAO HAROLD A. GARCELON R.C.E. 31681 DATE:
STANDARDS IN EFFECT. R�
3
Q
00
40 0 40
80
"-
1 40mmmmm�3
scale
feet
N
0
CITY OF FONTANA, CALFORNA
SUMMIT HEIGHTS II
O O
2 Lz
a T
BY:
�
SE •. R PLAN & PROFLE
o E
REF
1 "= 40'
FATTE-
ro
DFVVE
D BY:FEAGAN
REF
_—__ TRACT 1
12-3-01
%N
-
BY:
APPR I
WG NO.:
5
�o
io
co�
R
S•e•o2
3037
%Q
CITY ENGINEER R.C.E. 51152 DATE:
12