HomeMy WebLinkAbout2442-6SEWER LATERAL LOCATION
TRACT NO.
LOT
PROPOSED STATION
AS BUILT STATION
-
26
0+90
Lo
233.20'
27
1+54
1+26.1
1.54'
28
'
I
+ 00 .2
t'n
_hI
1•
O
z
2+85
205.00'
13.58'
30
i
i
31
1O
Z
32
4+80
+ 5lp.
{
33
l
I
5+25.('
c�
6+07
35
6+63
to + 81 Z
i
A
S
1+ at. Z
37
1
1+oI.5
38
7+08
+ 0-1. S
39
6+97
1+ 07. 5
40
6+79
fo 4- -7 5.7
41
6+40
Co + 57, 7
42
5+84
*+ cot .5
0OD
9
43
I
i
+ o 5. Z
44
4+68
4 + "y'. 8
45
h x
I > N
3 + 85.4
I
I
46
3+54
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ST. 273.96 LF 8" VCP SEVO
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.
SEWER LATERAL LOCATION
TRACT NO.
LOT
PROPOSED STATION
AS BUILT STATION
-
26
0+90
o+52.7
233.20'
27
1+54
1+26.1
1.54'
28
2+19
+ 00 .2
305.51'
29
2+85
205.00'
13.58'
30
3+49
31
4+15
3 + 4-
32
4+80
+ 5lp.
33
5+46
5+25.('
34
6+07
35
6+63
to + 81 Z
36
6+93
1+ at. Z
37
1
1+oI.5
38
7+08
+ 0-1. S
39
6+97
1+ 07. 5
40
6+79
fo 4- -7 5.7
41
6+40
Co + 57, 7
42
5+84
*+ cot .5
43
5+27
+ o 5. Z
44
4+68
4 + "y'. 8
45
4+08
3 + 85.4
46
3+54
CONSTRUCTION! NOTES:
O+00 1+00 2+00 13+00 4100 .5+00 f5+00 7+00
A
STA. 0+00.00 B.C.
= i t� OV.UUINUVA Z)W IIA UKI Vt
v
2
06000001-1sr - m b
ora< N
S m<
mo
8z
040
o N
O �
8+
C) .
�t
1a—CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER
DETAIL ON SHEET 1.
@—CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
STD. N0. 112.
3 --CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY
OF FONTANA STD. N0. 125 AND INSTALL SEWER CLEAN-OUT BOX PER
CIN OF FONTANA STD. N0. 125A (IN CONCRETE AREAS) OR 1258 (IN
LANDSCAPE AREAS)
4a-- CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY
PER CITY OF FONTANA STD. N0. 128.
5a—REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY Ac JOIN.
QR�FESS�O�V
No.35275
* Exp.9/30/99
clvi%.
OF CALL
EACH
V) N
ONTARIO <�
9
GRAPHIC SCALE
(mom)
1 inch = 40 !'t.
m
�L6
N
WRVE DATA
DELTA
RADIUS
LENGTH
TANGENT
A 08'21'41"
1598.00'
233.20'
116.81'
B 00'27'08"
195.00'
1.54'
0.77'
C 10'58'28"
1595.00'
305.51'
153.22'
D 1 03'47'45"
205.00'
13.58'
6.79'
CONSTRUCTION! NOTES:
O+00 1+00 2+00 13+00 4100 .5+00 f5+00 7+00
A
STA. 0+00.00 B.C.
= i t� OV.UUINUVA Z)W IIA UKI Vt
v
2
06000001-1sr - m b
ora< N
S m<
mo
8z
040
o N
O �
8+
C) .
�t
1a—CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER
DETAIL ON SHEET 1.
@—CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
STD. N0. 112.
3 --CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY
OF FONTANA STD. N0. 125 AND INSTALL SEWER CLEAN-OUT BOX PER
CIN OF FONTANA STD. N0. 125A (IN CONCRETE AREAS) OR 1258 (IN
LANDSCAPE AREAS)
4a-- CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY
PER CITY OF FONTANA STD. N0. 128.
5a—REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY Ac JOIN.
QR�FESS�O�V
No.35275
* Exp.9/30/99
clvi%.
OF CALL
EACH
V) N
ONTARIO <�
9
GRAPHIC SCALE
(mom)
1 inch = 40 !'t.
m
�L6
N