HomeMy WebLinkAbout3400-2=- INSTALL 8.00 LF 15" _=
EXTRA STRENGTH V. CP - SEWER
94+53.22 CL EXIST. MH
94
95
BREAK INTO EXIST. M.H. &
RECONST. INLET PIPE
CONNECTION
17'
96 97
NOTE: CONTRACTOR SHALL VERIFY EXACT LOCATION
AND ELEVATION PRIOR TO START OF CONSTRUCTION.
ANY DISCREPANCY TO PLANS SHALL BE
IMMEDIATELY REPORTED TO THE ENGINEER.
1 22'
Z
7)
(Z
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LU LU (-k
o o W W
kZ U Z
to Z
W�10 ~O ZW
QW Q
Z,)W(4W ��
W
IN TALL 46..6=L.F.`-15"
ETP STRE G V.C.P. SEWED _
.�7
T�, NO. - 1 r661 it
0
102
SCALE IN FE
40 80
120
a=6:=6'====
160
103 104
FORD WAY
22'
105 106
7
RECORD DRAWNG
THE -SE r cXX1D Gtris,'s`A:GS HAVE BEN PIIZPARED, IN
PART, O'.± THE BAs:O .LATCC#I 004.4P'LED At4D
FUPN CEJ SY THE €'':aINZFi MU NOT BE
FIESP0 ;,: s FC,=+ r .V E1O7-71OB Obi SS,`01.6 WHICH
HAVE. `SEN )O? ITED it.; TO Tr:7:: D'. CU,' I NTS AS
A RESULT THE"Ea=,
P
EXIST. R/W� EXIST. C&G—
EXIST. SIDEWALK
EXIST. R/W
EXIST. 17" WATER
EXIST. C&G
PROP. 42 " S. D.
l �r
- YY
EXIST. EP
EXIST. L17" W
ter: '*1 %
ili
EXIST
E -TELETHON
PROP. SIDEWALK
EX/ST. ELECT. EXIST. 17" WATER
PROP. R/WET
CURTIS AVENUE
SEE SHT. 3
CONSTRUCTION NOTES:
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
INSTALL 15" EXTRA STRENGTH V.C.P. SEWER.
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (1D=48').
INSTALL 8" SEWER PLUG.
INSTALL 15" SEWER PLUG.
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID= 60').
REMOVE EXIST. 15" SEWER MAIN & CLEANOUT
TR. NO. 16427-1
PROP. C&G
PROP. R/WZ
EX/ST. 17" WATERS PROP. G&G
EX/ST. TEL.
EX/ST. R/W EX/ST.
2" WATER
EXIST. CATV
EXIST. ELEC.
R, NO, 16427-1
SUNDAY PEAK WAY
LYTLE CREEK ROAD
BENCH MARK: t 8_17
CALTRANS BENCHMARK8-17. A
BRASS CAP IN THE CO CRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND 0.2 MI WEST
OF SAN SEVA/NE RD., 2.65 MI WEST
OF SIERRA AVE.
ELEVATION: _ / 1428.609 -
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP
IS
CL N00'123 5�E OEN RD.
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
Vi —
rON A A
HIGH
SCHOOL . -
•
PROP. 15" SEWER
PER DWG. No. 3350,
SHEET 2 OF 3 SHTS.
E:RT
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
?EGO cif,.
MOVE M.H. /2 9' SOUTH 0 LYTLE CREEK
EMEO
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.
Exp' 9-30-05
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. 621 EXP, 9-30-05
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY:
MA
DESIGNED BY:
EF
CHECKED BY -
TRACT NO. 16427
LYTL CREEK ROAD
F URT/S AVE. - 0 ± 1090' NORTH • OF CURTIS AVE.
APP`OVED B
12 G:' , , CITY ENGINEER
R.C. . 51 152 DATE
SCALE:
AS SHOWN
DATE:
JULY 2003
DRAWING NO.:
3400
2
o
03
SUBMITTED:
J:\126-1662\sewer\Sew02.dwg, 09/08/2003 12:28:18 PM, MA