HomeMy WebLinkAbout3159-840
SCALE IN FEET
MAGNOLIA WAY o 4.o 80 120 160
SEE SHEET
2
"AS BUILT"
BRASS CAP IN CONCRETE S.C.E. TOWER
1
11+89.37
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
19
MI. W/O SAN SAVAINE RD. 2.65 MI.
a
NO
W ALONG HIGHLAND AVE., FROM SIERRA
LLA a
74
3 �7Wz
PAGES 36-42, INCLUSIVE, OF SURVEY,
10+68.87
FI FVATIQN- 1428.6090
Y O
75
11+94.96
Prepared Under The Supervision Of :
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INC.
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LAKESIDE CT.
RD DRAWIN "
r ASF RECO s FwA, '=4GS HAVE BEEN PFF77777
FART ON THE BASIS OF INFORMATION CCm,; O
FURNISHED BY OTHERS. THE ENGMER WWI h'.E
RESPONSIBLE FOR ANY ERRORS OR '? NCH
HAVE BEEN INCORPORATED INTO THE DOCUI3f.IT3 AS
A RESULT TsE?OP
79
7
I
BRENTWOOD PL.
SEE SHEET 7
f IY' F 20
} 18
19 \-A O N.t O (n s f �� -i r1 - a
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CONSTRUCTION NOTES
10 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG-. NO. 112 (I.D.=48").
2� INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PIPE
O INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125.
O INSTALL BACKFLOW DEVICE
REV. RFVISI(1N I1FC(Y2IPTIMII neYTV I nATr
J i
iDA-5
AVENAL PLACE
5 IIMPROVEMENTS 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.
SEUNOLE WAY
SEE SHEET 5
t
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
11+89.37
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
19
MI. W/O SAN SAVAINE RD. 2.65 MI.
BERNARDINO MERIDIAN SHOWN AS
NO
W ALONG HIGHLAND AVE., FROM SIERRA
N89'37'36"W ON A MAP FILED IN BOOK 88
AVE.
PAGES 36-42, INCLUSIVE, OF SURVEY,
10+68.87
FI FVATIQN- 1428.6090
RECORDS OF SAN BERNADINO COUNTY
75
11+94.96
Prepared Under The Supervision Of :
NO
P E'
s
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES,
NO
S�FZc
INC.
cti
78
DRAWN BY:
No. 62183 N
10601 CHURCH STREET , STE. 107
D.L.S.
Exp: 9-30-05
RANCHO CUCAMONGA, CA 91730
NO
80
11+46.30
PHONE (909) 948-1311
DESIGNED BY:
c ���`P
` 9TF v �
11+26.50
D.L.S.
CHECKED BY.
OF
Date :1- LL -o
E.E.
R.C.E. 62183 EXP. 9-30-05
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
18
11+89.37
NO
19
12+66.20
NO
20
13+66.48
NO
74
10+68.87
NO
75
11+94.96
NO
76
12+14.96
NO
77
12+22.93
NO
78
12+15.20
NO
79
11+95.52
NO
80
11+46.30
NO
81
11+26.50
NO
82
10+63.47
NO
110
13+68.54
NO
111
12+97.61
NO
112
12+77.76
NO
113
11+97.88
YES
114
11+48.18
YES
DELTA/BEAFM RADIUS LEN./DIST. TANGENT
R
46-14'44" 405.00' 326.89 172.94'
S 29'18'36" 302.14' 154.56' 79A - '
CITY OF FONTANA, CALIFORNIA
SEWER PLAN
TRACT NO. 16095 AS SHOWN
DATE.
LAKESIDE CT' & A NAL PL APR 2002
APM BY: DRAWING NO.: $
•2�'0
ITY ENGINEER R.C.E. 51152 DATE 3159 9
J:\826-1171\sewer\sew8.dwg, 07/16/02 04:13:00 PM, cb