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CONSTRUCTION NOTES
(D -INSTALL 12' EXTRA STRENGTH VCP SEWER
a3 — INSTALL 8' EXTRA STRENGTH VCP SEWER
41CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
5� CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
(MODIFIED FOR 60") ����•J��u�1
8& INSTALL 12" VCP STOPPER
9a— INSTALL 8" VCP STOPPER
10 INSTALL CLEANOUT PER CITY STD DETAIL 128
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No. 31681
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REV. REMSION DESCRIPTION DATE ENGR.
1 LOWERED SEWER FROM MH #14 TO STUB, CHANGED 4-4-02
MH #15 TO A MODIFIED 600, ADDED CONSTRUCTION
NOTE 5.
MOVED SEWER FOR 10' SEPARATION FROM EXISTING 5-8-02 N A G
2" WATER AND ADJUSTED GRADES, ADDED STUB
IN LYTLE CREEK RD.
q RF -C 00-0 DPA�I I N G 2-II-c7l N G
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,
h' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
.. STANDARDS IN EFFECT.
/QRpf ESS/��
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* Exp. 12/31/04/*
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LEGEND
PROPOSED SD PER---'
9 51
=1 /4+U4.U.5 151+1 /.UV
INT INTERSECTION T
3
DWG NO 3035
1 INV=1491.31
i
_
SD STORM DRAIN UNE
3
s
CD,
W WATER LINE
°°
EX EDGE OF PAVEMENT
b
S=0.0200
1 4040
0
2
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N
D( 2"W Pei
w 2
NO0'03 01
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20+00
21+00 N89-14.6'S3"E
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NW
LYTLE
CI
r-�
Ma CREEK ROAD
MN
IN
II
11
N
NW
NW
S
(n
N
REV. REMSION DESCRIPTION DATE ENGR.
1 LOWERED SEWER FROM MH #14 TO STUB, CHANGED 4-4-02
MH #15 TO A MODIFIED 600, ADDED CONSTRUCTION
NOTE 5.
MOVED SEWER FOR 10' SEPARATION FROM EXISTING 5-8-02 N A G
2" WATER AND ADJUSTED GRADES, ADDED STUB
IN LYTLE CREEK RD.
q RF -C 00-0 DPA�I I N G 2-II-c7l N G
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,
h' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
.. STANDARDS IN EFFECT.
/QRpf ESS/��
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rl
o No. 31681 z �
* Exp. 12/31/04/*
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LEGEND
CL CENTERLINE
MH MANHOLE
INT INTERSECTION T
R/W RIGHT OF WAY 1 �
EX EXISTING
S SEWER LINE
SD STORM DRAIN UNE
3
GWMR GAUGE WELDED METAL ROD PIPE
CD,
W WATER LINE
°°
ST STREET STATION
CN
0
10+00.00 SEWER STATION 0 40 80
„-
^'
1 4040
0
scale feet
3
v
N
N
0
E]Dcc? reman, Inc.
❑❑ 17 A Civil Engineering w Planning - Surveying " Public Works
1152 N. Mountain Ave. Ste. 100 w Upland, CA 91786-3669 " 909-982-7777
PREPA ED UNDER E SUPERVISION OF:
Sl/,y/ O Z
HAROLD A. GARCELON R.C.E. 31681 DATE:
REF
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS II
SEWER PLAN AICD PRCW-M
BY:A LAKES PARKWAY
REF 15+m -nn TO 23+94.52
BY:
RDC
5 •-/3 –oL
DATE:
0
1 "= 40' 10
co
TECN:
1-18-02 a
G NO.: i
3034 N
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