HomeMy WebLinkAbout2806-2rij
EXISTING LOT LINES
z
W
W
CKz
tv� AP. 235-211-6
o�--
DELTA/BEARING
RADIUS
I
13
TANGENT
O
N 86'59'26W
JOIN EXISTING MANHOLE
155.69
,*LjF-
[if
N 89'53'15"E
Z
W
3
I'
LO
CU }�,
W
F-
300.00
CONSTRUCT 6" EXTRA STRENGTH VCP (5' TYPICAL).
LAJ
N 86'49'34"W
4
o
W
Ic'
r3)
L
v -4W
C)
I0
0
IZ
I
Z
O
I
3 ►~-
IU
.
3
>
ICSI
Z
Q�pZ
w o F_ Z
Z
W
x
ice
�
W LaJU
W I(W
it
D
Z�z�
Tc4x$
F— 3
2
w
A.P. 235-211-7
-J
iL C
.I.
-O
7:
o;
-�
� z
a
OF—
C:j F-
o
X U -It,J
Li
WafZA
2
a
�. D
ON
0
Cn
ZF_Z>
o
o
le
�
Lf)
+
Z
O
+
►-� Z Q O
ON
_
1-
W
Z
(,?
SEWER LINE "A"
Ln
W
01)
F
Z
W
-
----------�---------
•-�
U
--------on--------
g
rt
--------------------
--' -- --
---
-------------�
-
11
Q
W
g 2
11
O Jo +
-�_. •� Ln
s �o
1 1..
.........
i
.�o� ..
!!.�..V
.. ....••
...
...........
:..
... ....
CALTRANS
_...,.... .............._..._......._
..............................
.... ..
.................
_.......... ......................................I..........
......... .........
:.........
.......................................................................................
.
.................
_ _
EXISTING LOT LINES
z
W
W
CKz
tv� AP. 235-211-6
o�--
DELTA/BEARING
RADIUS
CL U
TANGENT
O
N 86'59'26W
JOIN EXISTING MANHOLE
155.69
,*LjF-
[if
N 89'53'15"E
Z
W
3
Designed by:
J.M.
CU }�,
W
F-
300.00
CONSTRUCT 6" EXTRA STRENGTH VCP (5' TYPICAL).
LAJ
N 86'49'34"W
4
o
W
r3)
L
v -4W
2
2
x
Z
D—
A.P. 235-211-5
.........
.......
=:. .
..........:::..., ............... .............................. _.. .,�........:.�,....t .
i
!M. C 3yo
Of cl
DIAL TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
1-10 FREEVVAY
DATA
O
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
O
N 86'59'26W
JOIN EXISTING MANHOLE
155.69
SCARIFY EXISTING GRADING TO A MINIMUM
O
N 89'53'15"E
300.00
Designed by:
J.M.
O
N 89'53'15"E
4' COVER OVER NEW SEWER MAIN.
300.00
CONSTRUCT 6" EXTRA STRENGTH VCP (5' TYPICAL).
Q
N 86'49'34"W
4
141.52
RECORD DRAWINGS `*�
These Record Drawings hmm been prepared bald on information
submitted, in part, by others, Whiie this information is believed to be
reliable, ASS Consulting Engineers is not responsible for its accuracy,
nor for errors or omissions which may have been incorporated into
these plans as a result:
cONSTRuc
TbN NOTES
0� CONSTRUCT 8" EXTRA STRENGTH V.C.P.
2�
CONSTRUCT 48" DIA PRECAST CONC. MANHOLE
BENCHMARK
PK NAIL IN LEAD 6.46 WEST OF NORTHERLY
CURB RETURN NORTHWEST CORNER OF INTERSECTION
OF CITRUS AVENUE AND SAN BERNARDINO AVENUE,
CITY OF FONTANA DATUM. ELEVATION = 1136.67
PER CIN OF FONTANA STD. DETAIL 112
CITY OF-FONTANA CALIFORNIA
SEE DETAIL 1 ON SHEET N0. 1
3�
JOIN EXISTING MANHOLE
SCARIFY EXISTING GRADING TO A MINIMUM
FONTANA AUTOMALL
OFFSITE SEWER PLAN
STA. 10+0 .79 TO ��+00.0
DEPTH OF 12" AND RECOMPACT NATIVE TO
90% COMPACTION.
Designed by:
J.M.
REGRADE EXISTING GROUND TO PROVIDE MINIMUM
4' COVER OVER NEW SEWER MAIN.
10
CONSTRUCT 6" EXTRA STRENGTH VCP (5' TYPICAL).
11
INSTALL VCP STOPPER TO ALLOW FOR
4
FUTURE REMOVAL.
PLANS PREPARED UNDER THE DIRECTION OF:
•w .XOO _Z/w�
A S R. MAITLAND R.C.E. # 33292 DATE:,-
EXPIRES 06-30.20Q2
REVISIONS Engineer City
No: Description: Approval Date: Approval Date:
BENCHMARK
PK NAIL IN LEAD 6.46 WEST OF NORTHERLY
CURB RETURN NORTHWEST CORNER OF INTERSECTION
OF CITRUS AVENUE AND SAN BERNARDINO AVENUE,
CITY OF FONTANA DATUM. ELEVATION = 1136.67
Ate. Consulting E
225 WEST HOSPITALITY LANE, STE. 206
SAN BERNARDINO, CA 92408
(909) ��-366s, FAX (909) 381-4176
CITY OF-FONTANA CALIFORNIA
ENGINEERING DIVISION
Drawn by:
K L
FONTANA AUTOMALL
OFFSITE SEWER PLAN
STA. 10+0 .79 TO ��+00.0
SHOWN
Designed by:
J.M.
1 1-99
[wg.
Checked by:
/ R.S.
G�GJ
Ap roved:REGISTRAT"
CITY ENGINEER R.C.E. 25126
o..M.
6
4
LJC}j iv: \LVJv \vvo \Jncc \vr \a�rry i .uvvv r Lv i JV/1LL 1 -1