HomeMy WebLinkAbout3085-2LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
12
24+49.59
CONSTRUCT PRECAST CONCRETE MANHOLE PER
NO
13
23+81.38
STD. DWG.
NO
14
23+65.25
TERMINAL
NO
15
22+72.87
FONTANA
NO
16
22+56.75
INSTALL
NO
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
17
21+56.13
CONSTRUCT PRECAST CONCRETE MANHOLE PER
NO
18
21+40.10
STD. DWG.
NO
19
20+71.43
TERMINAL
NO
20
20+55.41
FONTANA
NO
21
19+91.43
INSTALL
NO
STA 10+93.82 -LOS COYOTES
=STA 13+58.83 -MONTEREY PL
&STA13+42*93 2 14+47.42 -LOS COYOTE
CL 8 C.O. #1 - BC = 14+47.42 -MONTEREY
CL MH #16
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
22
19+75.41
CONSTRUCT PRECAST CONCRETE MANHOLE PER
NO
23
19+11.43
STD. DWG.
NO
24
18+95.41
TERMINAL
NO
25
18+31.43
FONTANA
NO
26
18+15.41
INSTALL
NO
14+54.85 -LOS COYOTES ST
= 13+80.39-REDLANDS IN
- EC rN2 STA 17+53.92
CL MH #17
4
32 (T P)
34 33 31 30 29 28 27
36 35 i €
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4
S
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00
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.ODg
1
1.
1 :v
40 .
1 39 ` fy 1
MONTEREY PL
SEE SHEET 3
CONSTRUCTION NOTES
lO.
INSTALL
8" EXTRA
STRENGTH
V.C.P. SEVER
0
CONSTRUCT PRECAST CONCRETE MANHOLE PER
NO
CITY OF
FONTANA
STD. DWG.
NO. 112 (I.D.=48")
�3.
CONSTRUCT SEWER
TERMINAL
CLEANOUT PER
30
CITY OF
FONTANA
STD. DAG.
NO. 128
40.
INSTALL
4" SERER
LATERAL PER
CITY OF
FONTANA
STD. DAG.
NO. 125
0
N. N
SCALE IN FEET
49 810 120
■-�-�
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
27
17+51.43
NO
28
17+35.41
2
NO
29
16+71.43
STA 20+37.93 2
NO
30
16+55.41
NO
31
15+91.43
NO
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
32
15+75.41
NO
33
15+16.43
2
NO
34
14+95.47
STA 20+37.93 2
NO
35
14+58.82
NO
36
14+74.90
NO
19+64.57 -LOS COYOTES ST
= 14+39.70 -BEI: AIR DR
d'
J .
PROP. WATER
N W5
N 1
4 F i
a. 1
r f s
t €
n t
z
i
r S E s
o
s e
I
cFF 1
54 55 56 57 58 59 a:� 4' 62 # 63 64 65 66 67 68
61
60 I i
t T 1
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
37
\% 14
NO
38
STA 21+73.68 - B.C.
2
NO
39
13+51.99
STA 20+37.93 2
CL MH #19
40
1 1.{
NO'
CL MH #18
15+13.96
15
26
2524 23 22 21
20 19 18
17-
i
f a
1 ` , i �
.».... .s f--..�. «fi... «. __.,..�-ate.-.......
d se 1, -� �
2 i -
• w�.a..-....e.:a...w.-....:.I..kr.,.w
{
_ %. .... ....�.�..-.: ( ..^ ...
..
_
d'
J .
PROP. WATER
N W5
N 1
4 F i
a. 1
r f s
t €
n t
z
i
r S E s
o
s e
I
cFF 1
54 55 56 57 58 59 a:� 4' 62 # 63 64 65 66 67 68
61
60 I i
t T 1
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
37
13+62.82
NO
38
13+47.00
NO
39
13+51.99
NO
40
13+85.20
NO'
54
15+13.96
NO
Dr
• I�
• �r�
*471tm-i3w-lq ii
Kv.
Z '
' f
REDLANDS LN
SEE SHEET 7
RECORD DRAWIfN��;.
THESE RECORD) DRAWINGS HAVE fW N Pf +
PART. ON TNF MSI{ OP INFORM cTiON [`r }n
FURN MHED BY OTHERS: THE ENGINE/ R \IV€
RESPONSIBLE FQR ANY ERRORS OR OMISS+, r
HAVE BEEN NCORPORATED INTO THE DOC4k'" `
A RESULT THEREOF.
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
55
15+67.96
NO
56
15+83.96
NO
57
16+47.96
NO
58
16+63.96
NO
59
17+03.96
NO
,x
70
69
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
60
17+60.96
NO
61
18+66.66
NO
62
19+20.66
NO
63
19+36.66
NO
64
21+00.66
NO
LOS COYOTES STREET
AEW" m3wl N DATE Err11R. MY 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.
BENqi 114M No. 615
RALMAD SPN(E AT WERSMON
OF CITRUS AVE. AND LAS CECROS
AVE.. IN POWER POLE NO. 9011 E
ON THE EAST SNS OF CITRUS AVE.
EMAXIM 1467.59
T7 RtoL' ii"L" Ir>wbw
d
1
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
65
20+16.66
NO
66
20+80.66
NO
67
20+96.66
NO
68
21+60.66
NO
69
21+99.24
NO
BOF
BEARING OF NW3WO60E ALONG
No. LINE OF SEC. 30. T.1 N.Jt5W.,
1. PER BASIS OF BEARINGS 5. WAS AS
1.SIERRA LAKES SPECIFIC PLAN
Prepared Undo The SuWvi. w Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHUPICH SIFIEET , SfE.107
RANCHOPHONE (�M
Date . q• 2H'
CITY OF FONTANA, CALIFORNIA ~
SEWER PLANS
°R"'DLS TRACT No. 16175
AS SHOWN
°� DIS _ LOS COY TES STREET DAM I
dECN>rD Btt: DR wx NQ: 2 I
3085 7
RCS ERF TY ENgNEER R.C.E. 51152 DATE
JA826-1176\Sewer\sht2.dwg, 04/24/2002 01:16:26 PM, of