HomeMy WebLinkAbout3400-3 (2)31 +25.0
RIM=1547,1
Is1-77(1.L 322.23 _ L.F. 15'
21 22 23 24 25 PLAN 1'= 40' 26 27 28 29 30 31
LYTLE CREEK ROAD
SEE SHT. 2 OF 5
SCALE IN FEET
040 120 160
IDI
80
1
ir=
2
PROTECT IN-PLACE
PORT/ONF EXISIi15" SEW ,
TR, NO, 16427 --
27
642l -J r. NO, 16427-2
0
N
rn
N 89'57'47" E
EXIST. 15 "SEW.
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PROP. 42"
W
PROP.
w
WATER —
PROP. 42 S.D. C.L.PROP. C&G
W
PROP. WATER
EXIST. R/W - — FUTURE C&G
FUTURE. R/WY
N
10
O
P a1GlNEERiNG, mc,
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fOLANDS, c -A• 92379-
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Ree 3103, 4/3b//4 -
A.P.N. 226-161-10 A.P.N. 226-161-11
5\
12'±I
fALOgF AVS.
A.P.N.
226-163-35
A.P.N. A.P.N. I A.P.N.
226-163-36 226-163-37 1226-163-332
1
NOTE:
SEE SHT. 5 FOR CURTIS AVE.
TYP. LATERAL INSTALLA TION.
SEWER LATERALS
LOT DESIGN AS -BUILT
APN 226-161-10 23+40 23+40
APN 226-161-11 26+30 210+ ao
APN 226-163-35 28+69 2.8+69
APN 226-163-36 29+27 241427
APN 226-163-37 29+90 3o t•oo
APN 226-163-33 30+47 30i
31+13 30482
CONSTRUCTION NOTES:
NOTE:
SEE SHT. 5 FOR CURTIS AVE.
TYP. LATERAL INSTALLATION. CURTIS AVENUE
INSTALL 15" EXTRA STRENGTH V.C.P. SEWER.
BENCH MARK: # 8-17
CALTRANS BENCHMARK 8-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH HIGHLAND.. MES
OF SIERRA AVE.
ELEVATION: # 1428.609
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP
SHOWN CL N00'123 5 EON RD.
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
RECORD DRAWNG
THESE RCCOi1D DRnWI:i'. HAVE BEEN PREPARED. IN
PART, ON THE BASS Oi r. M T'!Oii COMPILED AND
FURNISHED BY OTHERS. Tt*E ENGNEER WILL NOT BE,
RESFOMS:3LE FOR ANY ER? OrIS O;i 014SSIVIS WHICH,
HAVE SEEN NCOi'PO :!:TED INTO THE DOCUMCNTS AS
A RESULT THEREOF.
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48').
REMOVE PLUG AND CLEAN-OUT, JOIN AT EXISTING SEWER.
INSTALL 4" VCP SEWER LATERAL AND PLUG PER
CITY OF FONTANA STD. DWG. NO. 125.
1 N 5181.(. 41' Ver o/V LA?e 41- , CLONoirr go -)c
IV? cm/ W. NO. 2005 € 200Co
ANAAANVVVVVVVVYWOMA
mEIRT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
AAMAMMAMAAMAMMA
DIAL
BEFORE
YOU DIG
TOLL FREE
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
INSTALL 4'I SeIJ. LAT. ?EX CMN s7U. 20054 244 4/291
RgezeD "O IIC1. q-1-1•91.
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
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY:
MA
DESIGNED BY:
EF
TRACT NO. 16427
CURTIS AVENUE
FROM LYTLE C t EK . TO 11000'
EAST OF L REEK RD.
CHECKED BY
SCALE:
AS SHOWN
DATE:
JULY 2003
DRAWING NO.:
O
V
w
00
0
o
N
EXP. 9-30-05
404
GB ENGINEER R.C.E. 51152 DATE
J:\126-1662\sewer\Sew03.dwa. 09/02/2003 09:22:40 AM. GB.GB
ST
A
:
3
0
+
8
2
4
14
15 REMOVE PLUG AND JOIN EX. SEWER LATERAL
15
4
EXTEND EX SEWER LATERAL & INSTALL CLEANOUT 7/25/25
STEWART DESIGN & ENGINEERING
11671 STERLING AVE UNIT J
RIVERSIDE, CA 92503
(951) 729-5282
CS4
4
APN: 1108-053-15
APN: 1108-053-15
10/23/25