HomeMy WebLinkAbout2420-4rrra
GRAPHIC SCALE
N !d M N as
(IN ra't')
1 inch = 40 #L
+61.36 �b
:A M.H. NO. 9
Z
1• �V, c� N
N
U
CONST. 275.73 LF VCP SEWER-_
13+00 14+C* 15
SEE lIFEi N0. S 5
HEDGE ROW COURT 4
r
to
lei
1 4;1 n
�i 19 �
to
f �
2�
rJ
LOT
PROPOSED STATION
AS BUILT STATION
15
13+34
17
14+12
17
14+96
is
15+89
19
16+71
20
18
21
18+72
34
19+37
23
19+61.36
24
19+61.36
25
19+46
26
18+62
27
18+01
0
26
Z
29
16+83
30
0
U
+
V
32
,
OCN"'
Z N
33
13+70
W
34
12+91
,��}
'
S •'
V
2
_
00
+
V N
�q
Qf
N
tt
N
N
+�
N
N
ffj
PROPOSED FINISH SURFA
CURVE DATA
._�..� .
OVER CA OF PI
nt
DELTA RADIUS LENGTH TANGENT
10'37'42" 345.00' 64.00' 32.09'
lop
32'31'56" 1 195.00' 1 110.72'1 56.90'
w
C5
z
n
'
N
U
Frn
f) L r_
_ A►
r
r
r
Z
1• �V, c� N
N
U
CONST. 275.73 LF VCP SEWER-_
13+00 14+C* 15
SEE lIFEi N0. S 5
HEDGE ROW COURT 4
r
to
lei
1 4;1 n
�i 19 �
to
f �
2�
rJ
1�1 to
33
2'
18
nz
171 N =0
•N
� J
ul
N
04
4mW
W
U
min
17
(TYP.
1.
32 � 31 �
I
I
HUNTSMEN
I",
REVISIONS
00 `' -ra. 1467'11
30
s_T
f
DATE
1 20
29
PLACE
.
� 28
i
21
27
The Consulting Group
6 Morgan, Sultt 100
k"he, Callfornla 92618
(714)587-3012 FAX ('714)472-3176
PREP UNDq THE SUPERVISION OF:
A Ar AL
THOMAS A. P_ R.C.E.
35275
:,i/ V
i
•-„
23 I
i
28
24
rr�
25
4=wwM LATERAL LOCATKM
LOT
PROPOSED STATION
AS BUILT STATION
15
13+34
17
14+12
17
14+96
is
15+89
19
16+71
20
18
21
18+72
34
19+37
23
19+61.36
24
19+61.36
25
19+46
26
18+62
27
18+01
0
26
Z
29
16+83
30
0
U
a
Z
3t
32
14+48
OCN"'
Z N
33
13+70
W
34
12+91
,��}
'
S •'
V
2
_
00
+
V N
�q
Qf
N
tt
N
+�
N
N
CURVE DATA
DELTA RADIUS LENGTH TANGENT
10'37'42" 345.00' 64.00' 32.09'
32'31'56" 1 195.00' 1 110.72'1 56.90'
1�1 to
33
2'
18
nz
171 N =0
•N
� J
ul
N
04
4mW
W
U
min
17
(TYP.
1.
32 � 31 �
I
I
HUNTSMEN
I",
REVISIONS
00 `' -ra. 1467'11
30
s_T
f
DATE
1 20
29
PLACE
.
� 28
i
21
27
The Consulting Group
6 Morgan, Sultt 100
k"he, Callfornla 92618
(714)587-3012 FAX ('714)472-3176
PREP UNDq THE SUPERVISION OF:
A Ar AL
THOMAS A. P_ R.C.E.
35275
:,i/ V
i
•-„
23 I
i
28
24
rr�
25
4=wwM LATERAL LOCATKM
LOT
PROPOSED STATION
AS BUILT STATION
15
13+34
16
14+12
17
14+96
is
15+89
19
16+71
20
17+78
21
18+72
22
19+37
23
19+61.36
24
19+61.36
25
19+46
26
18+62
27
18+01
26
17+42
29
16+83
30
16+02
31
15+14
32
14+48
33
13+70
34
12+91
CONSTRUC110N NOTES:
&—CONSTRUCTS* EXTRA STRENGTH VCP SEWER LINE, BEDDING PER
DETAIL ON SHEET 1.
&—CONSTRUCT 4e OTA. ECCENTRIC MANHOLE PER CITY OF FONTANA
STD. N0. 112.
(2>—CONSTRUCT 4' SEWER LATERAL AND HOUSE CLEANOUT PER CITY
OF FONTANA STD. N0. 125 AND INSTALL SEWER CLEAN—OUT BOX PER
CITY OF
LANDSCAPE FONAREAS) TANA TD. N0. 125A (IN CONCRETE AREAS) OR 1258 (IN
&—CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY
PER CIN OF FONTANA STD. N0. 128.
0 --REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY & JOIN.
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT -
DRAWN BY SEWER IMPROVEMENT PLANS SF:
LCS DESIGNED BY HUNTSMEN PLACEVERT.: ' ' =447
SES PUN AND PROFILE
CHECKED BY DATE:
TAP TRACT N0. 14571 do 14571-1 01 /t d/97
JOB N0. �s,��/�`i� d" DR. DR. N0. SHT. N0.
APP.TE: CITY ENGINEER R.C.E. 25126 420 4 � 1D
I ui
0
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