HomeMy WebLinkAbout3515-14BUCK PO/NT LANE
SEE SHT. 13
b' I
5.5' 5.5
5'
70
CL- M.H
15+45. 77
69
C'
N�
68
TRACT 16427
LOT
DESIGN
AS -BUILT BACKFLOW
41
21+44
NO
42
22+22
NO
43
22+40
NO
44
23+32
NO
45
23+50
NO
46
24+20
NO
47
24+35
NO
48
24+40
NO
49
24+30
NO
50
24+25
NO
51
23+44
NO
52
23+26
NO
53
22+34
NO
54
22+16
NO
55
21+2J
YES
56
21+04
YES
BF
67
SQUARE TOP LANE
SEE SH T. 15
1511,
TRA C T 16427 25.51 25.5
0l 5'
so ---
;n I
24 w
+
PROP. R/W
Ln -- --
-PROPOSED 24" STORM DRAIN L6 o ur
1LOPROPOSED-8
. LO o WATER
Z3 h PROP. R/W
BF Q�
BF Ln
66 65 64 63
TRACT 16427
LOT
DES/GN
AS -BUILT BACKFLOW
57
20+73
NO
58
20+73
NO
59
19+79
NO
60
19+59
YES
61
18+69
YES
62
18+49
YES
63
17+59
NO
64
17+39
NO
65 1
16+49
YES
66 1
16+29
YES
67 1
15+71
YES
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40
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PROP. R/W-A
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d LC
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LO
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BF BF
61 60 ,519
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n
LITTLE SHAY DRIVE D
r
rel
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SEE RIGHT42 43 II V 44 45
4 ' 7' I
0 46 °
23. LQ
I 47
5' 58 T ACT 16427
PROP. R/W
I113' 24+47.57
i CL M.H. 46
41
PROPOSED-8"-WA—TER 48
W
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57 Q W W s•
20+97.57 CL M. H. 45 �h PROP. R/W
15+52.00 c/ INT LITTLE SHAY DR ? ^ Clo_
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0 49
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RECORb DRAVVI, -W 4'� LP
THESE RECORD DRAWINGHAVE .663)
PRT, N THE BASIS OINFORMATIO4LITTLEY '14 -ft
0
\ Eze
TOLL FREE1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
57
FURNISHED BY OTHERS. THE EN&NE:ER M:_,s
RESPONSSLE FOR ANY ERRORS OR OMIS89t4S w' H1r'F;
HAVE SEEN INCORPORATED INTO THE: DOCUMENTS, AS
A RESULT THEREOF.
REVISION DESCRIPTION DATE ENGIR. 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 STANDARDS IN EFFECT.
E . nW C . FOR `C ACT ltvg27 ONL`I At TO
J:\126-1769\sewer\sewl4.dwa. 02/18/200412:15:23 PM. DM
CONSTRUCTION NOTES:
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
G
WAW�
RDLPLA C
2�- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (0=48").
c
3�- INSTALL BACKFLOW DEV/CE.
4a- INSTALL 4" V.C.P. SEWER LATERAL CITY OF FON TANA
c
STD. DWG. NO. 125.
V
r
BENCH MARK. 8-17
BASIS OF BEARINGS:
CALTRANS BENCHMARK P-17. A THE BASIS OF BEARINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF /S THE CL OF Ln4E CREEK RD.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00' 12 35 E ON REeORD
343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN
OF SAN SEVA/NE RD., 2.6 MI WEST R.S.B. 111/99-103
h
OF SIERRA AVE.
ELEVATION: 1428.609
Prepared Under The Supervision of :
CITY OF F O N TA N A, CALIFORNIA
QN
�WJ- L' jwq Fti
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
SEWER IMPROVEMENT PLANS
�
r
W
3 No. 36637 C H
10601 CHURCH STREET , STE. 107
RANCH O C AMO A, CA 911730
DRAWN BY: SCALE:
TRA C T NO. 16427
r
KS RK AS SHOWN
ExP1 06-30-04
DESIGNED BY: E SHAY lVE & WARDLOW PLACE DATE:
V
C
EF JULY 2003
r
FOFCgLiF�
S Date
CHECKED DRAWING NO.: 14
R.C.E. 36637 TXP. 06- - 4
�� 3515 15
`
;
Wl TY ENGINEER R.C.E. 51152 DATE
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