HomeMy WebLinkAbout2442-3SEWER LATERIL. LOCATION
TRACT NO.
LOT
PROPOSED STATION
AS BUILT STATION
11
14572
1
13+76
►s * tso . s
430.28'
2
14+30
4 4.1
130.27'
3
14+85
14- + It S . b
300.00'
4
15+40
15 + It. I-
5
15+94
1850+ -11.6
6
16+50
mod
1Co 32.3
LF r VCP SEWER
7
17+04
P
CONST. 153-95
13
16+90
to !- S►tr. 7
14
16+08
1
15
15+25
115+
14+42
14} l
17
13+57
13 t 315.5
12+85
12.+ (Ap S. S
ig
12+23
1 Z. + o c# . is
9+95
10+00•3
71
10+13
+29.
97
9+11
9+ Z3.3
9+61
+'f(o • •'L
10+16
lotZS.9
10+47
10+55.9
10+64
t o } s s. p
11+20
I o +95.2G
11+81
4
12+33 1
12. 4 4�.5
�'
�w
Q
H
N
sp
N1
�`a
0
12
. 296.00 LF 8" VCP SEWER
�0.
HOM f -W
VERT'. f me
La
01
oddS
165%
S=o—o
CURVE DATA
LTA
RADIUS
LENGTH
TANGENT
VA551*24'00"
445.00'
430.28'
233.63'
'46'25"
445.00'
130.27'
65.61'37'35"
445.00'
300.00'
155.95'
�'
�w
Q
H
N
sp
N1
�`a
0
12
. 296.00 LF 8" VCP SEWER
�0.
HOM f -W
VERT'. f me
La
01
oddS
165%
S=o—o
v
Ll -
0
0
0
0
rn
Q
H
N
17+00 16+00 15+00 14+00 13+00 12+00 11+00, 10+00 9+00
CONSTRUC110M 'NOTES:
1&—CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER
DETAIL ON SHEET 1.
2�--CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
STD. NO. 112.
&—C-ONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY FESS/p
��o kF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT BOX PER �?, 0y�
CITY OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) OR 125B (IN W i
LANDSCAPE AREAS) nc No.35275
* Exp.9/30/99
0 --CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY �,
PER CITY OF FONTANA STD. NO. 128. CI\A
&--REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY do JOIN. OF CAi-����
BRUNSWICK
L, I "RecoRvy""04M&S" -nc. 14511
REVISIONS
DRNE
DATE
The SP Consulting Group
6 Morgan, Sulte 100
lrvine, Callfomla 92618
(714)587-3012 FAX (714)472-3176
PREPAR U EASLEN
SUPERVISION OF:
DATE A.
RAPHIC SCALE
0 n m
IN nrEr )
1 &ft sk - 40 44
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN EW SEWER IMPROVEMENT PLANS SCALE:
DESIGNED BY BRUNSWICK DRIVE IHORZ.� ',= a'
SES TRACT N0. 14572
CHECKED BY PLAN ANDPROFILE DATE: 2/17
/97
TAP
. DR. N0. SHT. N0.
Z -I -7-1-7 JOB NOAPPROVED �•�-� • � � �-!1e�/ivs 30F
DATE: P.� M CIN ENGINEER R.C.E. Z442 S
Sol
0
I
c
O
€
Lc)
L
p
O
O
+
mi
{ CONST_ 152.48
LF r VCP SEWER
r-
P
CONST. 153-95
LF 8" TCP SEWER
rn
v
Ll -
0
0
0
0
rn
Q
H
N
17+00 16+00 15+00 14+00 13+00 12+00 11+00, 10+00 9+00
CONSTRUC110M 'NOTES:
1&—CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER
DETAIL ON SHEET 1.
2�--CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
STD. NO. 112.
&—C-ONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY FESS/p
��o kF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT BOX PER �?, 0y�
CITY OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) OR 125B (IN W i
LANDSCAPE AREAS) nc No.35275
* Exp.9/30/99
0 --CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY �,
PER CITY OF FONTANA STD. NO. 128. CI\A
&--REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY do JOIN. OF CAi-����
BRUNSWICK
L, I "RecoRvy""04M&S" -nc. 14511
REVISIONS
DRNE
DATE
The SP Consulting Group
6 Morgan, Sulte 100
lrvine, Callfomla 92618
(714)587-3012 FAX (714)472-3176
PREPAR U EASLEN
SUPERVISION OF:
DATE A.
RAPHIC SCALE
0 n m
IN nrEr )
1 &ft sk - 40 44
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN EW SEWER IMPROVEMENT PLANS SCALE:
DESIGNED BY BRUNSWICK DRIVE IHORZ.� ',= a'
SES TRACT N0. 14572
CHECKED BY PLAN ANDPROFILE DATE: 2/17
/97
TAP
. DR. N0. SHT. N0.
Z -I -7-1-7 JOB NOAPPROVED �•�-� • � � �-!1e�/ivs 30F
DATE: P.� M CIN ENGINEER R.C.E. Z442 S
Sol
0
I
c