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STA 37+29_52
SEWER LATERALS — WEST
APN
DESIGN STA.
AS—BUILT STA.
LAT. EXT.
0236-111-27
40+70
LAT.
0236-111-22
43+10
18" EXTRA STRENGTH V.C.P. SEWER
LAT.
0236-111-04
44+45
11
LAT.
0236-111-32
47+50.00
EXT.
Underground Service Gert
SECTION 4216/4217 OF THE GOVERNMENT
r� 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
REV.
SEWER LATERALS — EAST
APN
DESIGN STA.
AS—BUILT STA.
LAT. EXT.
0236-122-12
40+74.50
EXT.
0236-122-20
44+40
18" EXTRA STRENGTH V.C.P. SEWER
LAT.
0236-122-19
1 47+50.00
11
EXT.
REVISION DESCRIPTION
DATE I ENGR.I CITY I DATE
�? UP
No. 16434y
Exp. 6/30/05
�TFOFCA��O
/&&$% nnnnnC%rn nw
EXIST. RW
EX. CURB FACE
STA 53+78.83
TGT. N0. 40
30'-50') EXIST. R/W
36') EX. CURB FACE
(19'f -22'f) _I_ (12'f)
EDGE OF PVMT. EDGE OF PVMT.
STD. DETAIL 125A OR 125B 30'
W
t%i Q I PROPOSED 42" RCP (2•Gi
Z OVCP PROPOSED18 SEWER
S-0-92
MMIN.
1'
S-0.01 -
I 4
TYPICAL CROSS SECTION
SCALE: 1"=1 0'
L�CI�G L.D. KING, INC.
2151 CONVENTION CENTER WAY PLAN AND PROFILE OF SEWER IMPROVEMENTS
SUITE 100
ONTARIO, CA 91764
(sos) 937-0200
FOR
0 ri - - 4-. Z 1 - v 5
CARL J. rKEMM, R.C.E. No. 16434 DATE
EXPIRES 6-30-05
CHERRY AVENUE
STA. 40+00.00 TO STA. 50+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.
ELEVATION = 1004.88
CHISELED "❑" ON TOP OF CURB 66'
WEST OF CHERRY AVE., 36' NORTH OF
SLOVER AVE. (BCR).
I
Construction Notes:
LO
•
01
CONSTRUCT
18" EXTRA STRENGTH V.C.P. SEWER
Q
U)
@CONSTRUCT
MANHOLE PER CITY OF FONTANA STD.
DETAIL NO.
112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE
W
Z
03
CONSTRUCT
6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
J
CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 125B
H
OCONSTRUCT
8" EXTRA STRENGTH V.C.P. SEWER WITH 8" DIA.
Q
WATER TIGHT
PLASTIC PLUG WITH TIGHTENING BANDS
6
O
CONSTRUCT
CONCRETE ENCASEMENT PER DETAIL ON SHEET 3.
7O
CONSTRUCT
4" ASPHALT CONCRETE PAVEMENT OVER 90%
COMPACTED
NATIVE FOR TRAFFIC DETOUR.
R/ n
DETAIL 125A OR 125B
I W�
I 0113
Z U
I X09
jr
SCALE: 1 " = 40'
COUNTY OF SAN BERNARDINO
APPROVED:
CHIEF, DESIGN DIVISION
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
DRAWN BY: CHERRY AVENUE R IMPROVEMENTS SCALE:
PS PAA T SLOVER AVE. DAs SHOWN
DESIGNED BY:
PS 75' /0 T 379' S/O AUSO OCTOBER ZOOS
CHECKED BY: APP VED DATE: DRAWING NO.:719
SCN Ok o 2894
CIN ENGINEER R.C.E. No. 51152
JN 12414 City of Fontana
Mylar: 10/17/03
File: E:\dwg\12414\Cherry\12407ASI6.dwg 11/14/00