HomeMy WebLinkAbout2442-222 ; 23
GRAPHIC SCALE
0 w w
( DF FEET )
1 tneh = 40 ft
CLFNE DATA
10 1 DELTA RADIUS LENGTH TANGENT
(A> 1 04'12'28" 200.00' 14.69' 7.35'
qt
OCi
O Z
O =
I +
Li
w
V)
w
w
V)
z_
10
0
0 0
O
0+
CONST. 128.00 LF 8" VCP Min
00
• 0O
O
�F� + co
0
I�C�l�l
W •-71.1 mill
CONSTRUCION NOTES:
O—CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER
DETAIL ON SHEET 1.
@--CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
STD. NO. 112.
Q�pFESS/0
3a—CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY ��o P►, pF��lF
OF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT BOX PER
CITY OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) OR 125B (IN
LANDSCAPE AREAS) `- No.35275
0—CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY
* Exp.9/30 '00
PER CITY OF FONTANA STD. NO. 128. `P cm\_
Q_REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY do JOIN. OF CA1.�F
W
O Z
oz
m
0 0
N 06
mm rw ar
vm. r-jc
STORM DRAIN =
0o
Ir -
41
_ w m
N O
�s ---- N N
0240 _
277.00
0*
■
r.
mx
+
ej
0 0
+ +
i
00
O Z
000 =
O
w
> I
0; z
00
0D ° I I
II
—I fi
II
II
�`'
S=0.0040
ow
o S o x
00 � W
O O O
SIM srttt no.e
COLUMBIA DRIW
em
The SP Consulting Group
6 Morgan, Suite 100
Irvine, Callfomla 92618
(714)587-3012 FAX (714)472-3176
PREPAR UND E SUPERVISION OF:
to R 'Fee R D DRAwI0)t%s
REVISIONS PGR' . DATE CITYAPPR2yDATE A. N R.C.E. 35275
Q
Of
Li!
��A
SEWER LATERAL LOCATIONS
TRACT NO. LOT
PROPOSED STATION
AS
f
—CONST. 105.00 LF
E' VCP SEkR�LI
9 + o -l. 3
IJ �'-I�
MOIST.
4.00 LF 6' VCP SEWER
8428.40
24
7+92+0�.3
4+00
3+00
2+00
1+00
0+00
SIM srttt no.e
COLUMBIA DRIW
em
The SP Consulting Group
6 Morgan, Suite 100
Irvine, Callfomla 92618
(714)587-3012 FAX (714)472-3176
PREPAR UND E SUPERVISION OF:
to R 'Fee R D DRAwI0)t%s
REVISIONS PGR' . DATE CITYAPPR2yDATE A. N R.C.E. 35275
Q
Of
Li!
��A
SEWER LATERAL LOCATIONS
TRACT NO. LOT
PROPOSED STATION
AS
BUILT STATION
14572 22
8+92
9 + o -l. 3
23
8+43
8428.40
24
7+92+0�.3
25
8+09
Z;. (o
26
8+60
8+44.6
14572-1 1
1+04
o+ 05. Co
2
1+55
1+70-4-
+?0.4.3
3
2+07
4 . s
4
2+58
2 + 3 9.4-
5
3+09
it +2t,(9
6
3+60
Z + 47. Z
7
4+10
+ Z3.4)
8
4+60
( 0
9
5+09
6+24.0
10
5+59
5+45
11
6+09
Cf + 25
12
6+59+4.5
13
7+10
-7+25
14
7+60
_7+45
15
7+42
1.1- 27.5
16
6+92
+
17
6+42
60+ Z7,5
18
5+92
19
5+43
5 + ZIP. 2.
20
4+92
4 + A4
21
4+42
4- + Z6.8
22
3+92
4
23
3+42
3 + 2 �,
24
2+92
Z, +'
25
2+36
9+25-S
d
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SEWER IMPROVEMENT PIANS SCALE:
LcS DESIGNED BY NOVA SCOTIA DRIVE �,:� ';= �'
SES TRACT N0. 14572-1 &14572
CHECKED BY DATE:
TAP PLAN AND PROFlLE2/17/97
JOB N0. ��� � DR. N0. SHT. N0.
DATE: 1-7 --11 APPROVEDIN ENGINEER R.C.E. 2512 244 2oF S
0
V)
N
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