HomeMy WebLinkAbout2589-4' A
13+97.87tK
l� CA M.H. N0. 5
! I +
` +V
-� 1660
• - ao
1640
i
1620 ;
I.
F KM 11-40'
VERT. 1'-8'
14+00
' SEWER LATERAL LOCATIONS
TRACT NO..
LOT
PROPOSED STATION
AS BUILT STATION
14573
-16
4+34
. SEWER
17
4+81
8" V.C.P. SEWER
18
5+62
11+00 10+00
• 78
19
6+43
20
7+20
o Z
+ 21
7+99
o
z O _ _ -
f" 1 00
= Z ------ NO3 53 8 W
22
8+58
NO
-
23
9+36
+
24
10+13
W
25
10+90
5 '
26
11+70
L.F
P s4V`"R
8'
27
11+90
CONSTRUCTION NOTES:
18,
8' 10'
12+05
30
5' 1
29
12+58
1
30
13+27
'
- 31
13+31
g
32
12+54
-
33
10+32
29
34
9+54
35
36
37
6+98
38'
6+21
CURVE DATA
DELTA RADIUS LENGTH TANGENT
A 12'51'54" 855.00' 191.98'. 1 96.39'
i• .
11+98.51
C/L M.H. N0. 14 1
I S`° 8
M
PROPOSED FINISH SURF
OVER C/L OF PIPE
CONST.
195.36 LF
,
CURVE DATA
DELTA RADIUS LENGTH TANGENT
A 12'51'54" 855.00' 191.98'. 1 96.39'
i• .
11+98.51
C/L M.H. N0. 14 1
I S`° 8
M
PROPOSED FINISH SURF
OVER C/L OF PIPE
CONST.
195.36 LF
S=d.005o
CONST. 227.18 LF
8" V.C.
. SEWER
8" V.C.P. SEWER
13+00
12+00 80
11+00 10+00
• 78
79
q6
N
o Z
o
z O _ _ -
f" 1 00
= Z ------ NO3 53 8 W
_ ,3+
- _ _
0 z
NO
0
+
!
W
W
5 '
LF
STA: 13+97.87 CAM. H. N0. 5
L.F
P s4V`"R
8'
28'
= STA. 9+75.12 EDMONTON DRIVE
CONSTRUCTION NOTES:
18,
8' 10'
31
30
5' 1
39
1
w
N
O
g
t0
-
to
00
z
I
29
I
27
00
O O
+Z
x
N j
U
GRAPHIC SCALE
40 0 20 40 eo
69 r4
Ir -1 111771
( IN FEET )
1 inch = 40 &
160
26
25
/QROFESS/0
j�l�.
No.35275
* Exp.9/30/99
4q� C1
CONST. 187.98 LF
V.C.P. SEWER
9+00
U
1ji M_
M o
n Z
c0
0) zg
NIS 1
34
�3 TYP.
23 j
15' STORM DRAIN
EASEMENT
I
"RECO" 09AWIk6S" TR.l4511,
/ AD -JUST GRADES A'DD M.j.0 STA. 5-t50 t3
REVISIONS APPROVAL DATE
35
Lo
LO
U
MM
+ +
S:
I -
7+00
TORONTO AVENUE
21
37
O
V `�I1 00 Z
�J 00
N x
�F
O� J
,yip. U
(1�—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.
v OFF FONTANA4STD NO 125 AND AINSDTALFLUSEWER CLEAN OUTCBOX
CITY OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) OR 1256
LANDSCAPE AREAS) '
� ECC?�� C�2b►W 1�1C-�. �S
Q 2 N Z z PA R. 11UCOLESTONI JR. DATE
+ = J
e 0 Up a J U SEE SHEET NO. 5
N N
VANCOUVER AVENUE
e�
8
o�
39 N� W
-- iZ
L_
19+00
1
15
20 19 18 17 16
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT
The SP Consulting Group DRAWN BY
6 Morgan, Suite 100 SJW SEWER IMPROVEMENT PLANS SCALE:
Irvine, California 92618
DESIGNED BY TORONTO AVENUE VERs : '1= 8'
(714)587-3012 FAX (714)472-3176 CHECKED BY TRACT NO. 14573 DATE:
13f oZ PREP ED UNDER THE SUPERVISION OF: TAP PLAN AND PROFlLE 01/02/98
•�
-34--Ig JOB N0. ;wp* DR. N0. SHT. NO.
DATE THOMAS A. PETERSEN R.C.E. 35275 DATE: APPROVED CITY ENGINEER R.C.E. 25126 ' G6 _ 40F 8
S=d.005o
X62 Nl �ti �0
00
q6
N
N
�
+
!
CONST. -344-5t
LF
c.o.asT 1�9.IG
L.F
P s4V`"R
8" V.C.P' SEWER 8" v
6+00 5+00 4+00
CONSTRUCTION NOTES:
(1�—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.
v OFF FONTANA4STD NO 125 AND AINSDTALFLUSEWER CLEAN OUTCBOX
CITY OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) OR 1256
LANDSCAPE AREAS) '
� ECC?�� C�2b►W 1�1C-�. �S
Q 2 N Z z PA R. 11UCOLESTONI JR. DATE
+ = J
e 0 Up a J U SEE SHEET NO. 5
N N
VANCOUVER AVENUE
e�
8
o�
39 N� W
-- iZ
L_
19+00
1
15
20 19 18 17 16
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT
The SP Consulting Group DRAWN BY
6 Morgan, Suite 100 SJW SEWER IMPROVEMENT PLANS SCALE:
Irvine, California 92618
DESIGNED BY TORONTO AVENUE VERs : '1= 8'
(714)587-3012 FAX (714)472-3176 CHECKED BY TRACT NO. 14573 DATE:
13f oZ PREP ED UNDER THE SUPERVISION OF: TAP PLAN AND PROFlLE 01/02/98
•�
-34--Ig JOB N0. ;wp* DR. N0. SHT. NO.
DATE THOMAS A. PETERSEN R.C.E. 35275 DATE: APPROVED CITY ENGINEER R.C.E. 25126 ' G6 _ 40F 8