HomeMy WebLinkAbout3400-40 VERci
PIP
• L.
'ROPOSED
4.
( )
SEWER LATERALS
CALE: 1" =40'
LOT
DESIGN
AS—BUILT
APN 226-163-28
31+66
31.447
APN 226-163-28
32+26
32425
APN 226-181-12
40+40 `
40441
31
CONSTRUCTION NOTES:
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
INSTALL 15" EXTRA STRENGTH V.C.P. SEWER.
31 +50.00
•
W
Z
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48').
INSTALL 8" SEWER PLUG.
CONSTRUCT CONCRETE ENCASEMENT PER DETAIL HEREON.
INSTALL 4" SEWER LATERAL AND PLUG PER CITY OF
FONTANA STD. DWG. NO. 125.
32
PROP. R/W
IiVSTALL 09.24 =L.F. 15": EXTRA STRENGTH V .P. SEWS
.T;
33
34
INSTALL 24,6-t- L.F. _- i5" EXTRA S7RENGT -I " C. ' SEDER
35
0
10
HJRtZ
IL -E
VERT i1'=
40
PLAN 1'= 40'
SCALE IN FEET
40 80 120
6
160
KNOX AVE.
7 , Na 1E3427-2
•
A.P.N. A.P.N.
2262863 226-163-28
22' ' 22' i
1
37.11 TOP 15" SEWER
39.12 : OTTOM 42" S.D.
37.18 TO3 15" EWER:
D
38.18 B TfOM .6" S.D.
38.18 B TTOM • 6 " S.D.
- INSTALL
368.12 L.F.= 15 "=EXTRf4 STRENGTH V Q P.: SEWER
37 38
'5 NI.
TR. Na 1€ 427- 3
39
40
L')
PROP. R W
40+50.00
to
PROP. C&G � PROP. WATER
,INPROP. CL STREET
N 89'59'00" E
/1/
N 8958'31" E co
N
EXIST. 6" WATER — EXIST. GAS LINE
F LTVRE C&c
FUTURE R/W—'
A.P.N. 226-163-29
NOTE:
SEE SHT. 5 FOR CURTIS AVE.
TYP. LATERAL INSTALLA TION.
AAANYVVVVVVVVVVVVVVAM
DIAL
BEFORE
YOU DIG
TOLL FREE
RT
'TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
co
1/1
OP. WATER
PROP. 54 " S.D.
PROP. EP — ,/, FUTURE C&G
KNOX AVE.
SEE SHT. 7
REVISION DESCRIPTION
A.P.N. 226-181-11
CURTIS AVENUE
W
PROP. CL STREET
W w
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.
PROP. C&G
I
LOf ";— EXIST. 6" WATER
EXIST. R/W
FUTURE R/W
A.P.N. 226-181-12
BENCH MARK: / 8_17
CALTRANS BENCHMARK 18-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343'
F SAN SEYN OF
RD , 2.65 0.2 WES WEST
OF SIERRA AVE.
ELEVATION: 11428.609
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP
IS THE CL OF LYT4E CREEK RD.
SHOWN AS N00'12 35 E ON RECORD
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
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•�3
R.C. ". 62183 / EXP. 9-30-05
GROUND SURFACE
WA'
95% COMPACTED
BACKFILL
0. 4 BARS
3000 P.S.I. 1
CONCRETE z
.. .
-
1 - : -,'
. A .
NO. 4 BARS
.J
-4
-
SEWER MAIN p
N
w
0_
0_
rIE
6"
MIN.
NOTES: GRANULAR BEDDINGS FROM SELECTED TRENCH SIDE MATERIAL
TO BE USED FOR BACKFILL AND COMPACTED TO 95%.
CONCRETE ENCASEMENT SHALL BE 3000 P.S.I. CONSRETE
POURED AGAINST UNDISTURBED EARTH.
LENGTH. OF CONCRETE ENCASEMENT PER PLAN.
CONCRETE ENCASEMENT DETAIL
N.T.S.
RECORD DRAWNG
THESE RECOCID DRA'.'Wetss HA'iE CEEN PREPARED, IN
PART, ON ThE SAS''S O, INFORMATION COuP!LED AND
FURN;SHED 9Y OThZP,3. THE EN31--.E£R WL.. NOT BE
RESPONs3LE FOR ANY ER110:1S CR of tiSsn'irs WHICH
HAVE £+££N NCO F RATED INTO TtfE DOCUMENTS AS
A RESULT THEREOF.
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY:
MA
DESIGNED BY:
EF
TRACT NO. 16427
CURTIS VENUE
1310' WES OF KNOX AVE. TO
1580' EAS OF NOX AVE.
PPR I, ED BY:
CITY ENGINEER
R.C.E. 51152 DATE
SCALE:
AS SHOWN
DATE:
JULY 2003
DRAWING NO.:
3400
4
O
z
J:\126-1662\sewer\Sew04.dwa. 09/02/2003 11:23:44 AM. GB.GB