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INSTALL 315.519 10't
STRENGTH VCP =SEWER
20f00
21100
0
0
O
0 c
00
LIW
(/)
c)W
APN 226-163-17
EXIST. GAS LINE
PROP.
0
WIWAWMILVIL
1111 W
0
22+00 PLAN 1'= 40'
23100
SCALE IN FEET
40 80 120
11=19=11:9===
APN 226-163-16
160
24100
25100
26+00
t
N
APN 226-163-15
APN 226-163-14
~Y APN 226-163-13
EXIST. R/W
1— EXIST EDGE OF PAVEMENT
66" S.D.
00'07}56
' N."1.111MiltibillOTALSIMITAI
es
APN 226-
81-07
‘v
EXIST. EDGE OF PAVEMENT
EXIST 6 5/8_WATER
EXIST. R/W
APN 226-181-08
NOTE:
SEE DETAIL ON SHEET NO.6 FOR TYPICAL
SEWER LATERAL INSTALLA TION.
APN 226-181-09
APN 226-181-10
APN226-181-111114
6 (
�xh
G�>
KNOX AVENUE
CURT/S AVENUE
SEE SHT. 4
111111111111111111111111111
1111111111111111111111111111
1 11111151__1151111 Q n■a1111111111111111111111111111111111111111111111111111111111111111111
BENCH MARK: # 8-17
CALTRANS BENCHMARK 18-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH
D.MES
OF SIERRA AVE.
ELEVATION: # 1428.609
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR 77 -IIS MAP
SHOWN CL N00'12 5�E OEN RD.
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
CONSTRUCTION NOTES:
CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 (ID=48'2.
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (1D=60').
INSTALL 10" EXTRA STRENGTH V.C.P. SEWER.
REMOVE AND REPLACE EXIST. A.C. PAVEMENT, AND REPAIR
TRENCH PER CITY OF FONTANA STD DWG. NO. 131.
(SEE KNOX AVE. STORM DRAIN PLAN, DWG.3401, FOR
PAVEMENT RECONTRUCTION).
INSTALL 4" V.C.P. SEWER LATERAL AND PLUG
PER CITY OF FONTANA STD. DWG. NO. 125.
SEWER LATERALS
LOT
DESIGN
AS—BUILT
APN 226-163-17
20+45
Zo +44
APN 226-181-07
20+50
2.014
APN 226-163-16
21+70
21x1
APN 226-181-08
21+75
2R$3
APN 226-163-15
22+95
22 ill
APN 226-181-09
23+00
23405
APN 226-163-14
24+25
24+24
APN 226-181-10
24+30
'Zito$
APN 226-163-13
25+21
Z3+23
APN 226-181-11
25+52
2ht42
APN 226-163-29
25+67
25111
RECORD DRAWING
THESE RECOPO DRAWINGS HAVE B.EN PREPARED, IN
PART, ON THE BASS OF 1b#FO .4ATION COMPILED ANO
FURNISHED BY OTHE R . THE EN3 NEER WILL NOT UE
RESPONS3LE FOR ANY EnORS 03 OtAISSlONS WHICH
HAVE BEEN N ;OT+RORATED INTO T E. DOCUMNTS AS.
A RESULT THEREOF
O
z
V
AMMAMMAMMAWNVA
DIAL
BEFORE
YOU DIG
ENT
TWO WORKING
DAYS BEFORE
YOU DIG
TOLL FREE - 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
roe
2ECo2:0 'DWG.
g1,1,0 Eara
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.
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Date : `'l• L-0?
R.C.E. 621831/ EXP. 9-30-05
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY:
SC
DESIGNED BY:
MA
TRACT NO. 16427
KNOX AVENUE
--fRQA 660'1 SOUT�i' OF CURTIS AVENUE
0 65'1 SOUTH OF CURTIS AVENUE
SCALE:
AS SHOWN
DATE:
JULY 2003
CHECKED B
MA
APP
VED BY:
CITY ENGINEER R.C.E. 51152 DATE
DRAWING NO.:
3400
7
_•_w
CO
(0
(0
N
J:\126-1662\sewer\Sew07.dwa. 09/02/2003 09:29:28 AM. GB.GB