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SEWER LATERALS — WEST
APN
DESIGN STA.
AS -BUILT STA.
LAT. EXT.
0236-101-24
63+14.11
EXT.
0236-121-20
60+95
LAT.
Undercround Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
O Y� CODE REQUIRES A DIG ALERT IDENTIFICATION
C= 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\12407ASI8.dwg 11/14/00
REV.
0236-121-19
SEWER LATERALS — EAST
APN
DESIGN STA.
AS -BUILT STA.
LAT. EXT.
0236-121-16
60+35
LAT.
0236-121-20
60+95
LAT.
0236-121-19
62+35
LAT.
REVISION DESCRIPTION
DATE I ENGR.I CITY I DATE
ESS
FRF, l
U�
No. 16432
Exp. 6/30/05
CIV��
FOFCA��O
OLER
D
a0% .
63+93.24=
DWG. 2838
r, -PROPOSED 18" V.C.P. SEWER
SEE CITY DWG. No. 2838
1
Construction Notes:
1 CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER
O2 CONSTRUCT MANHOLE PER CIN OF FONTANA STD.
DETAIL N0. 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE
O3 CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CIN OF FONTANA STD. DETAIL N0. 125, AND 125A OR 1256
4O CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" DIA.
WATER TIGHT PLASTIC PLUG WITH TIGHTENING BANDS
O5 REMOVE PLUG &JOIN 18" VCP SEWER.
O7 CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT OVER 90%
COMPACTED NATIVE FOR TRAFFIC DETOUR.
SCALE: 1 " = 40'
W'LY
R4(W (66') PROPOSED
I
DETAIL 'A'
R/W (30')
(VARIES)
EDGE OF PVM
(16'-3C
I
PROPOSED 30" RCP
O (12" W)
PROPOSED 18"
1 VCP SEWER
L�CI�G L.D. KING, INC.
2151 CONVENTION CENTER WAY PLAN AND PROFILE OF SEWER IMPROVEMENTS
SUITE 100
ONTARIO, CA 91764
(909) 937-0200 FOR
-2 -o
CARL J. FRIEEWAK R.C.E. No. 16434 DATE
EXPIRES 6-30-05
CHERRY AVENUE
STA. 60+00.00 TO STA. 63+93.24
SCALE: 1 "=2'
(12'f)
EDGE OF PVMT.
('+"G)
0 0 (6.w)
TYPICAL CROSS SECTION
SCALE: 1"=10'
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.
SURVEY CONTROL DATA
TGT NO. NORTHING EASTING BEARING DISTANCE
40 9009.66 9988.68 N00'39'03"E 990.42
42 10000.02 9999.93
(30'-66')
(56') EX. CURB FACE
STD. DETAIL 1125A OR 1
O(15 -W) ' (2"G)
MIN.
Y
COUNTY OF SAN BERNARDINO
APPROVED:
CHIEF, DESIGN DIVISION
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
DRAWN BY: CHERRY AVENUE SEKR IMPROVEMENTS scALE:
PS JURUPA AVE. SLOVER AVE. DAAS SHOWN
DESIGNED BY:
PS "M69" SOU "LOVER TO SLOVER OCTOBER 2008
CHECKED BY: \ APP VEB D�5 DRAWING NO.: 8
BCN C/'' " ' 2894 '9g
ITY ENGINEER R.C.E. No. 51152
Mylar: 10/17/03