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L CONE PEAK PLACE
BREWER LANE
BALD EAGLE DRIVE
SEE SHT.5
5.5' � 20.01121
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AGLE OR E I I T==35.18' � BF BF 1 0
25 WIDE SD
64 EA 4 ; 4 4
14-1•73.20 c/ IN III 5 5
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AGLE DR
CONSTRUCTION NOTES:
�J INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2a- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").
INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
5O- INSTALL BACKFLOW DEVICE.
O7 - CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 1.
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV I REW90N DESCRIPTION
.t>w?.
RECORD DRAWING *f Q�o�tissio�;,� <
40 �L L
THESE HAVE BEEN PREPARED, IN Q 4, '% �✓
UPART 0�1 s ..i� C INFORMATION COMPILED AND ?� �
FU��Jt� r- , 017H—RC, THE ENGINEER WILL NOT BE
r'" S"CNc' E F074 ANY ERRORS OR OMISSIONS WHICH No. 36637 �
r°.,V PES N INCORFIC `'AT - INTO THE DOCUMENTS AS
s;FS;,iLT TNE'REOF.
BREWER LANE
DATE I ENGR. I aTY I DATE
40
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.
15
12
BENCH MARK-* # 8-17 BASIS OF BEARINGS-
C40PANS BENCHMARK 8-17. A THE &ISIS OF BEARINGS FOR THIS MAP
BRASS C.AP IN THE CO CRETE BASE OF IS THE CL OF LYTI,E REEK RD.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS NOO' 12 35 ON REG°ORD
343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY BLED IN
OF SAN SEVAINE RO., 2.6 M/ WEST R.S.B. 111 99-103
OF SIERRA AVE.
ELEVATION. / 1428.609
Prepared Under The Supervision Of
QRcP /qv� PfEPAfV N M OFFICE OF
MADOLEAADA ATE4 AC
2
r 3 No. 36637 c ;V 10601 CHURCH STREET , STE. 107
* Exp: 06-30-04 RANCHO CUC MOKGA, CA 91730
PHONE 909 948-1311
�T9T CIV 1 \- ��\P
FOFCAL\FC Date :I//,.S
E 6637 EXP. 06-30-04
WENDELL L. IWATSURU
14
X13
DRAWN BY-
K.
YK. K.
DESIGNED BY-
EF
YEF
CHECKED B
W.0
TR. NO. 16427-2
LOT NO.
DEBM
AS-BULT BACKFLOW
15
10+50
NO
14
11+06
NO
13
11+12
NO
12
11+15
NO
11
11+09
NO
10
11+00
NO
9
10+47
NO
8
20+12
YES
7
19+95
YES
6
18+94
NO
5
18+74
N0
4
17+68
NO
3
17+50
NO
2
16+44
NO
1
16+26
NO
36
16+31
NO
35
16+51
NO
34
17+53
NO
33
17+75
NO
32
18+79
NO
31
18+99
NO
30
20+56
YES
29
20+88
NO
TR. NO. 16427-1
LOT NO.
DESIM
AS -BOLT BACKFLOW
62
15+36
N 0
63
14+90
NO
64
14+08
NO
61
15+28
NO
SCALE IN FEET
0 40 80 120 160
X Y OFF.II .W CAU VM
SEWER IMPROVEMENT PLANS
TRACT N0. 16427-1 & 16427-2 SAS
AS SHOWN
BREWER LN &' / CONE PEAK PL DAE-*
SEPT. 2003
PPRO BY: i DRAWING NO.:3
—1;4zz4j��; 1.2 " "03 J493 8
CITY ENGINEER R.C.E. 51152 DATE
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9
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