HomeMy WebLinkAbout3159-5AVENAL PL .10,
SEE SHEET 8
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RADIUS
14
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J 13'4030
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61.75'
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RECfURD DRAWING_
THESE RECORD DRAWINGS HAVE BEEN PRE:?ARED, IN
PAR , ON THE BASIS OF INFORMATION COMPI 4 `R AND
FWNtSHED BY OTHERS. THE ENGINEER WILL .'
RESPCM IBLE FOR ANY ERRORS OR OMIGSiON H
HAVE BEEN r)NC RPORATED INTO THE DOCUM , p ; s
A RESULT
SCALE IN FEET
40 80 120 160
BRENTWOOD PL
SEE SHEET 7
RADIUS
14
TANCSNT
J 13'4030
515.00
122.92
61.75'
17
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PROP. R/W
2
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27.45'
03' 14'30" 1
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29.14'
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MADOLE AND ASSOCIATES, INC.
21+16.11
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NO
26
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10601 CHURCH STREET, STE. 107
D.L.S.
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PHONE (909) 948-1311
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TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CONSTRUCTION NOTES
10 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (I.D.=48")
20 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PIPE
30 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125.
40 INSTALL BACKFLOW DEVICE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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
i 1 (aa3a STANDARDS IN EFFECT.
DELTA/BEARING
RADIUS
9
TANCSNT
J 13'4030
515.00
122.92
61.75'
09'09'33"
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PROP. R/W
2
0
P
8- WATER
27.45'
03' 14'30" 1
D
29.14'
W N
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1
0
Prepared Under The Supervision Of :
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22
CONSTRUCTION NOTES
10 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (I.D.=48")
20 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PIPE
30 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125.
40 INSTALL BACKFLOW DEVICE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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
i 1 (aa3a STANDARDS IN EFFECT.
DELTA/BEARING
RADIUS
LFN /DIST.
TANCSNT
J 13'4030
515.00
122.92
61.75'
09'09'33"
485.00'
77.53'
38.85'
L 09'05'57"
1MK
345.00'
54.79'
27.45'
03' 14'30" 1
515.00'
29.14'
14.57'
BENCH MARK: #8-17 CALTRANS
BASIS OF BEARINGS:
"AS BUILT"
BRASS CAP IN CONCRETE S.C.E. TOWER
THE BASIS OF BEARINGS FOR THIS MAP IS
20+03.13
LEG, 343' N/0 HIGHLAND AVE., 0.20
THE SOUTH LINE OF THE NORTHEAST 1/4
OF SECTION 26, T. 1 R. 6 W. SAN
17
MI. W/O SAN SAVAINE RD. , 2.65 MI.
BERNARDINO MERIDIAN SHOWN AS
YES
W ALONG HIGHLAND AVE., FROM SIERRA
N89 -37.36-W ON A MAP FILED IN BOOK 88
AVE.
PAGES 36-42, INCLUSIVE, OF SURVEY,
22+42.98
F1 FVATIQN- 1428.6090
RECORDS OF SAN BERNADINO COUNTY
23
22+22.98
Prepared Under The Supervision Of :
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PREPARED IN THE OFFICE OF
SNS S,FFy�
MADOLE AND ASSOCIATES, INC.
21+16.11
DRAWN BY:
NO
26
No. 62183 N
10601 CHURCH STREET, STE. 107
D.L.S.
Exp: 9-30-05 y�
RANCHO CUCAMONGA, CA 91730
DESIGNED BY:
YES
PHONE (909) 948-1311
18+99.05
`qr
NO
D.L.S.
civ►\,
FOFCA1_-
Date :'7• 1'Z-oL
CHECKED BY-
30
E.F.
R.C.E. 62183 EXP. 9-30-05
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
16
20+03.13
YES
17
18+81.84
CITY ENGINE R R.C.E. 51152 DATE
YES
21
23+12.24
NO
22
22+42.98
NO
23
22+22.98
NO
24
21+36.11
NO
25
21+16.11
NO
26
20+30.66
YES
27
20+10.66
YES
28
18+99.05
NO
29
18+79.05
YES
30
17+85.07
YES
31
17+65.07
YES
CITY OF FONTANA, CALIFORNIA
►5� PIAN
TRACT
SEMIN
NO.
LE WAY
16095
S SHOWN
DATE:
APR 2002
?
DRAWING NO.:
3159
rJ
9
CITY ENGINE R R.C.E. 51152 DATE
J:\826-1171\sewer\sew5.dwg, 07/16/02 04:10:48 PM, cb
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