HomeMy WebLinkAbout2492-2.tif1005 f i
' o OVER C�L OF PIPS
'
_i I Lo'
j
0)
s
�
_ 4 U 6 6 � 1 ��g' � I
o N �5g 0
+
�\
X Ld#
1 #
of \
U
t
# I
#
3 95 _.. J ., . _ _ . �
p W \j k U0 U-) 0) 0)
Co ? 4 o6
i
O O + + 1 9
HORZ.1-40'
CONST. 256.95 LF I CONST. 417.36 LF I CONST. 235.00 LF j
8 VCP EWER8 VCP SEWER
! 8 VCP SEWER VERT. 1 =4
E
_
4
i
9 ,
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
SEWER LATERAL LOCATIONS
TRACT NO.
LOT
PROPOSED STATION
AS BUILT STATION
14570
1
1+28
11
37.93'
2
1+79
15
3
2+28
11
( y
11 1 i t; iY
4
2+78
17
5
3+30
18
6
3+78
19
7
4+28
20
8
4+78
t i
I
9
5+28
22
10
5+78
w w
11
6+29
1
12
6+78
ry
CURVE DATA
LOT
1 r'
11� if,_,I,
RADIUS
LENGTH
TANGENT
A
X11
11
37.93'
19.03'
15
CD Co
11
( y
11 1 i t; iY
0
Cd
CITY
17
o w
1
18
9+73
J 1
19
QZ
C 99
20
9+87
11 t
t i
I
9+87
CURVE DATA
LOT
1 r'
11� if,_,I,
RADIUS
LENGTH
TANGENT
A
X11
195.00'
37.93'
19.03'
15
8+28
O—CONSTRUCT
( y
11 1 i t; iY
8+78
CITY
17
i1
'
BOX PER
18
9+73
J 1
19
9+87
20
9+87
21
9+87
22
Q rfJ
w w
9+62
24
z zLd
ry
87
6+86
oa
0
Q Q
VLd
0=
z
r
00
11 I
1
o+
+
w
Q
O
cD c6
C3 to
-:
r f
J fiJ j 11
11
F
V J
�
�" /� J
r
m
W
Q
11 11
O
11
rn
V) cn
ro
±
C)
V)
U)
CURVE DATA
LOT
DELTA
RADIUS
LENGTH
TANGENT
A
11'0845"
195.00'
37.93'
19.03'
TRACT NO.
LOT
PROPOSED STATION
AS BUILT STATION
14570
13
7+30
@—CONSTRUCT
14
7+78
15
8+28
O—CONSTRUCT
16
8+78
CITY
17
9+28
BOX PER
18
9+73
125B (IN
19
9+87
20
9+87
21
9+87
22
9+67
23
9+62
24
9+08
87
6+86
w:ll
97
2
3
95
(TYP . )
0
TRACT NO.
LOT
PROPOSED STATION
AS BUILT STATION
14570
88
6+36
@—CONSTRUCT
89
5+86
90
5+37
O—CONSTRUCT
91
4+87
CITY
92
4+37
BOX PER
93
3+86
125B (IN
94
3+35
95
2+85
96
2+35
97
1+87
98
1+36
99
1+06
0
(2)
�O Q�pAES�
~ N .35275 Z
* Exp.9/30/99
s9 , CIV►
OF CA1.�� /
92 i 91 i 90 i 89
J_ _J
T
1 N89'58 44"E
I I I
7 1 8 1 9 1 10
88 87
TUNGSTEN AVENUE
L re'
REVISIONS
Tk,1¢-7 0 nM!Z 41
i
'' l -/e ; e
t
APPROVAL I DATE
SEE SHEET N0. 3
LA SARRE DRIVE
►lM s
5'
25
5'
LJ
pL
f '0
"
18+O - T-
00 -00 io
Uj
w13 o
I I QO:fUI I I
I l o z l I I
12 w�
14 15
N � Z Q
ro o
�t 00 o
= O N O
O d- +
O + O
�+
UCD
2 V)
The s Consulting Grou
6 Morgan, Suite 100
Irvine, California 92618
(714)587-3012 FAX (714)472-3176
PREPAR D UN ER SUPERVISION OF:
.0 p• 16. •C
VAL DATE THOMAS A. PETERSEN R.C.E. 35275
11+00
r
CONSTRUCTION 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.
O—CONSTRUCT
4" SEWER
LATERAL AND HOUSE CLEANOUT PER
CITY
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)
17
I
123
f
22
1111
K
21
STA. 9+87.31 2
C/L M.H. N0. 3
20
18 19 GRAPHIC SCALE
40 0 20 40 80
(w FEET)
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY
SJW
DESIGNED BY
SJW
CHECKED BY
TAP
Z3 97 JOB NO.
DATE:
160 ■
SEWER IMPROVEMENT PLANS SCALE:
TUNGSTEN AVENUE VERT.:. 11�� 4°'
TRACT N0. 14570 DATE:
PLAN AND PROFILE 7/23/97
PROVED-G.���-.� �.3o.9y DR. N0. SHT. N0.
CIN ENGINEER R.C.E. 25126 2492 20F 1 O
0
�L
NO