HomeMy WebLinkAbout2589-31o10
A ,
1690
f
J to
z
^_
y UNIIII,.
. � A
1670 _ aM w v.
6r .p N�
d tiL c
16 fR�6f�, m
04 Oq
r- o
+
{' 9+00 - 10+00
0�S O °arsr0
II
CONST. 266.96 LF
8" 4.C.P. SEWER
11+00
ro
sko
A H 5
'
CURVE DATA -
LOT
DELTA
RADIUS
LENGTH
TANGENT
A 15'49'08"
805.00"
222.26'
111.84'
B 18'45'06"
805.00'
263.46'
132.92'
(C> 11'23'44"
805.00'
160.11'
80.32'
D 10'02'04"
320.00'
56.04'•
28.09'
76
f,
12+00
Z
U
U i"
Oil
58
TRACT NO.
LOT
J
0
LA w
60
N
mm
o �
17+65
w
18+39
+
B
+
U
cA 00-
om
°O
Ui
r'3 OP
75
74
\ STA: 12+46.08 CA M.H. NO. 6 2
\ = STA. 0+00.00 HALIFAX CIRCLE
Z
0
Z
C)�!
W �
I U
VISH SURFACE
I
13' ZM Uj
>
0
04
8" WATER �� U
0�
2% M1N
4" SEWER LATERAL 1' MIN. CLR.
45'
MAX. VARIABLE
6" MIN. CLR.
8" SEWER
24" STORM DRAIN
TYPICAL I
SEWER LATERAL CROSSING
LOTS 1 - 6, 78 - 82
N.T.S.
OVER C/L OF PIPE
CONST. 259.46 LF
8" V.C.P. SEWED
13+00 14+00
SEE SHEET NO. 7
SUDBURY WAY
56'
8 28
10' 18 181 10'
1 5' 3i 1 50
`� 59
'Can)I
OI00 _
ZI �
..... —...
400
TYP.
73
r`
r
Z�
m
0
U N
-I�
0 0
� o
Q
�N
V) II
2
EDMONTON DRIVE
-Io
z
vi
C)=
+�
U
1
8" 2 1NV.
� 26it
. � I
f�0
roti1 �Nk
Lq
O
LO L
r r
15+00
LO
to
Qi
co
+co
V
a w
Ln
60
CONST. 214.61 LF
I" V.C.P. SEWER
16+00
h 00
N 2
p
0
U 61
io
N42. 4,00.E ._
N42 04,00"
21 00 E
zo
� ^r
72 /
71
70
17+28.15
CA M.H. N0. 8
RiM
S=0.0160
! 1 CONST. 237.85 LF I
8" V.C.P. SEWER
17+00 18+00 19+00
N 62 N�
63
N321D1'56"E
o0)
0
0 0
1- Z
+
�_
67
65
�J.
0
0
00
to
+
0)
M. H. N0. 9
HORZ. r=Q,
VERT. 1w=6
SEWER LATERAL LOCATIONS
TRACT NO.
LOT
PROPOSED STATION
0
14573
60
16+96
0
17+65
rl-
18+39
+
U
+
U
T
om
°O
Ui
N 62 N�
63
N321D1'56"E
o0)
0
0 0
1- Z
+
�_
67
65
�J.
0
0
00
to
+
0)
M. H. N0. 9
HORZ. r=Q,
VERT. 1w=6
SEWER LATERAL LOCATIONS
TRACT NO.
LOT
PROPOSED STATION
AS BUILT STATION
14573
60
16+96
61
17+65
62
18+39
63
19+15
64
19+70
65
19+70
66
19+70
67
19+55
68
19+30
69
18+68
70
18+08
71
17+37
72
16+48
73
15+46
74
14+39
75
13+36
76
12+34
77
11+50
78
10+64
79
9+83
No. seo'10
66 * EV
CIVIL
OF CALF
CONSTRUCTION NOTES:
� rzrs. tDFAw,I Mc S
v Z't /-f- 3
P . HUDDLESTON, JR. DATE
Q,�—CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER
DETAIL ON SHEET 1.
&-CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
SD. N0. 112.
CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY
OF STD. NO.PER
TY OFTANA FONTANA S D.'25 NO. 125A (INANDALL CO CRETE AREAS) OR SEWER CLEAN-OUTB OX 5B (IN
LANDSCAPE AREAS)
40 0 20 40 80 160 4a—INSTALL PLUG
( IN FEET )
1 inch - 40 ft
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT
QRo�ss/o The .P Consulting Group DRAWN BY
�o ti pFr� SEWER IMPROVEMENT PLANS SCALE
6 Morgan, Suite 100 SJW DESIGNED BY
EDMONTON DRIVE RT.:� ', =8�,
No.35275 Irvine, California 92618 SJW
* Exp.9/30/99 * (714)587-3012 FAX (714)472-3176 CHECKED BY TRACT NOS. 14573 & 14573-2 DATE:
C IV1r PREPAR UND R THE UPERVISION OF: TAP PLAN AND PROFILE 01/02/98
CA "RECneD oeawrNos• 're. X4573 PR�1,,3IL. �4 02 1+ 'M aI3IoZ - _ JOB N0. � � DR. N0. SHT. N0.
REVISIONS APPROVAL DATE AP Ro AL �`� HOMAS A. PETERSEN R.C.E. 35275 DATE: s CITY" ENGINEER R.C.E. 25126 l ��9 - 3 OF 8