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EXIST. W'LY
R/W
c/
EXIST..E'LY
R/W
13 +00
INSTALL 62.50 L.F.10"
EXTRA STRENGTH _ VCP
111111111111111 1111111111111111111EST
14100 15 100
1 6+Og PLAN 11= 40' 17+00
18100 19100
20100
25'
25'
19'±
20'
0
16'
16'
SCALE IN FEET
40 80 120 160
11=91=3=1=
22'±
NOTE:
SEE DETAIL ON THIS SHEET FOR TYPICAL
SEWER LATERAL INSTALLA TION.
EXIST. AC. PAV.
5'
MIN.
CONSTRUCTION NOTES:
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 0=60").
INSTALL 10" EXTRA STRENGTH V.C.P. SEWER.
5'
—Li PROP.
11 S.D.
_
GAS
0
PROP
SEWER
EX/ST.
WATER
OS
Lo
Lji
EL Q
APN 226-163-18
APN 226-163-22
APN 226- •3-21
APN 226-163-20
APN 226-163-19
TYPICAL LATERAL DETAIL
NOT TO SCALE
17.50 LF
®0.489'
1-6
EXIST. GAS LINE
EXIST.
R/W
sCi
G
C
r7i—
-
vJ
EXIST. 6 f18: WATER
OIMMI
27.50 LF
0.48%
EX/ST. 8" WATERLINE
W Et
.in.
"'Z
�
� � J��oasr. 17 3ja.
WATERLINE
Ct
W
•a EXIST EDGE OF PAVEMENT
EXIST. R/W
APN 226-181-02
APN 226-181-03
APN 226-181-04
APN 226-181-05
KNOX AVENUE
2.
APN 226-181-06
BENCH MARK: 18_17
CALTRANS BENCHMARK 8-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
OASARDIWWEST
FSNEVNE, 2.6. MES
OF SIERRA AVE.
ELEVATION: j 1428.609
BASIS OF BEAR/NGS:
THE BASIS OF BEARINGS FOR THIS MAP
SOWN AS 00' 123 5 cE OEN RED.
IORD
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
INSTALL 10" SEWER PLUG.
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 226-163-22
14+08
14t09
APN 226-181-02
14+13
14133
APN 226-163-21
15+44
13}22
APN 226-181-03
15+49
151 b6
APN 226-163-20
16+60
14 t 31
APN 226-181-04
16+65
1L.44.7..
APN 226-163-19
17+90
11+SS
APN 226-181-05
17+95
11 4 °IC.
APN 226-163-18
19+17
IS*`11
APN 226-181-06
19+22
114 1,.�
RECORD DRNING.
THESE RECORD DitAtigiCiS HAVE BEEN PREPARED, IN
PEAT, ON T}iE BASIS OF INFO iATION COMPILED N40 -
FUCNISHED 6Y OTHER3. THE ENTNEER WILL NOT RE
RESFOM5+ FOR ANY ERRO1S OR 04,USS.`ONS WHICH
HAVE MEN NCO FO 1 TED!� ri 0 THE DOCUMENTS AS
A RESULT THEREOF.
AMMANWONNAMMAAM
DIAL
BEFORE
YOU DIG
TOLL FREE
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
DATE
ENCR.
CITY
DATE
L u.Emata 11 ‘416-
1
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
R.C.E. 62183
Date • g'• 2--0
EXP. 9-30-05
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY:
MA
DESIGNED BY:
EF
CHECKED B
TRACT NO. 16427
KNOX AVENUE
SIERRA LAKES PARKWAY
�T • 00'± NORTOF S , RA LAKES PARKWAY
SPP'
OVEO BY:
CI
ENGINEER R.C.E. 51152
DATE
SCALE:
AS SHOWN
DATE:
JULY 2003
6
DRAWING NO.:
3400
126-1686; TRACT NO.
J:\126-1662\sewer\Sew06.dwa. 09/02/2003 11:23:17 AM. GB.GE