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SEWER LATERALS — WEST
APN
DESIGN STA.
AS -BUILT STA.
LAT. EXT.
0236-111-02
51+10
BEARING
LAT.
0236-101-01
56+73.81
9969.82
EXT.
0236-101-23
SEE SHEET 8
9009.66
-
Undffffound service Alert
SECTION 4216/4217 OF THE GOVERNMENT
o Y CODE REQUIRES A DIG ALERT IDENTIFICATION
`�, NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
JN 12414 City of Fontana
File: E:\dwg\12414\Cherry\12407ASI7.dwg 11/14/00
REV.
ALISO DR.
SEWER LATERALS — EAST
APN
DESIGN STA.
AS -BUILT STA.
LAT. EXT.
0236-122-22
50+90
BEARING
LAT.
0236-122-23
52+40
9969.82
LAT.
0236-121-07
55+00
9009.66
LAT.
0236-121-08
57+65
42 10000.02
LAT.
0236-121-18
58+15
8" EXTRA STRENGTH V.C.P. SEWER WITH 8" DIA.
LAT.
REVISION DESCRIPTION
DATE I ENGR.I CITY I DATE
�? UP
No. 16432
Exp. 6/30/05
\e CIV�� �S4'
T FCA����
® ,via
SCALE: 1"=10'
L.D. KING, INC.
2151 CONVENTION CENTER WAY PLAN AND PROFILE OF SEWER IMPROVEMENTS
SUITE 100
ONTARIO, CA 91764
(sos) 937-0200 FOR
is
) (1 4 -
CARL
CARL J. FREEMAN, R.C.E. No. 16434 DATE
EXPIRES 6-30-05
CHERRY AVENUE
STA. 50-X00.00 TO STA. 60+00.00
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.
o � Construction Notes:
'0 �i CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER
SURVEY
CONTROL DATA
TGT NO.
NORTHING
EASTING
BEARING
DISTANCE
37
7360.46
9969.82
N00'39'18"E
1649.31
40
9009.66
9988.68
N00939'03"E
990.42
42 10000.02
9999.93
o � Construction Notes:
'0 �i CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER
jr
wA
z�v
nFs
0—
SCALE: 1 " = 40'
COUNTY OF SAN BERNARDINO
APPROVED:
OCONSTRUCT
MANHOLE PER CITY OF FONTANA STD.
(n
CITY OF
DETAIL NO.
112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE
Lv
03
CONSTRUCT
6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
Z
AVENUE SEWEA IMPROVEMENTS
SCALE:
p$
J
CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 125B
=
HOCONSTRUCT
UPA AVE. T OVER AVE.
8" EXTRA STRENGTH V.C.P. SEWER WITH 8" DIA.
WATER TIGHT PLASTIC PLUG WITH TIGHTENING BANDS
�
0XA�9' S/O SLOVER
DAAs
PS
07
CONSTRUCT
4" ASPHALT CONCRETE PAVEMENT OVER 90%
PP OVE
BY- ATE:
COMPACTED
NATIVE FOR TRAFFIC DETOUR.
jr
wA
z�v
nFs
0—
SCALE: 1 " = 40'
COUNTY OF SAN BERNARDINO
APPROVED:
Mylar: 10/17/03
CHIEF, DESIGN DIVISION
CITY OF
FONTANA, CALIFORNIA
CHERRY AVENUE
DRAWN BY:
CHERRY
AVENUE SEWEA IMPROVEMENTS
SCALE:
p$
SHOWN
UPA AVE. T OVER AVE.
DESIGNED BY:
OM
0XA�9' S/O SLOVER
DAAs
PS
OCTOBER 2005
CHECKED BY:
PP OVE
BY- ATE:
DRAWING NO.:Y19
SCN
-2894
CI ENGINEER R.C.E. No. 51152
Mylar: 10/17/03