HomeMy WebLinkAbout2409-2W'
0
a
O
04
W
O
2
W
Y
CL
QQ
W
c
J
00
I
Z
Z
3
4
Cr � J
O
Ld
'
W
r-1 1 1 1 rn
V?
GRQUNJD
LAJ
W
S U F EAT
%At CC
LA15T*
U
NP
�_
—
II
I MA
HOLE
Am�m
ff"
AlF
I
OVER
RI
_ _ I
II
R
_
_
V
CH
R E
E
_
�
_
_
_
-
/I'
'e,00,
�
A x Q a
_
4-
T
7�
4-
i iL.
�lu
ir 4
3FAH-A-NDO
V1 L
[&-UIHL
1
LJ
ri /f
x,
i
21
E
-Ef
-
_
LT
_
-
_
_
I IL
uf
44
tw
1.1 14 11
.►
"'
_
Le
O
O
O
O
m �+
Z
41
0 —
Z
—
V,
V)
0
Z
—
+�
�
.�
+ ++
+
+
-�
+
Q
CN
N L
N
L
0
O
c0
Q
.-I
T7—LLL
t
Lnr-
m
m
U)
��
22 23
-
24
25
26 27
28
29
30
31
32
33
FUTURE HIGHLAND CHANNEL
TO BE CONSTRUCTED BY OTHERS
STA. 10+00.00 STA.20+00.05
STA.25+50.25
STA.25+80.35 (0.07' W'LY
OF CL.)
STA.29+98.02
STA.30+98.77
TGT. 100 TGT. 102
TGT. 103
TGT. 104
TGT. 105
TGT. 106
_
FD. 2" BRASS DISC, FLUSH FD. SPIKE, FLUSH
SET N&T, FLUSH
FD. SPIKE WITH TAG
SET N&T, FLUSH
SET N&T,
FLUSH
I
�I
Ni
CALIF. DEPT. OF TRANSP. ELEV. 1373.38
ELEV. 1381.98
P.O.T. 123+20.34
ELEV. 1389.25
ELEV.
1391.02
Q
T.1 N.,R.6W., 1/4 COR SEC 34&35
E.P.L." FLUSH
' �
x
0
ELEV. 1354.43
ELEV. 1382.44
�
`
1
W
W
b17)
'�
W
V)
-- -
--r---&--- F'�iwm4t�---------
--- --- --
--�---- -----------
-----
— -----
------
—
•-�
v VVIv--
—RUT64RE Q
\
!
139 7.98lM
1387.36 R
.-..
_._.-.
vy
\
PP
'� I3
21*S
''�
PP 7
X100.17' 1 fit 22+00 23+00
24+00
25+00 \ 26+00
27+00f
28+00 "
29+00
+00
3 +00
' 3�+00
+00
-
\ 1000.05 � \
-^
+ }
�
�
V
1650.99'
- - t- -
�I
��
N V ;r�
. - . - . - . - . - . - . - . �. -- �� -. . �.
\�\
-. . - . _ . . _ .
_ . _
. _ . _ . - . _ . .� . _ . � . _ ��
21"S (TO BE ABANDONED
BY OTHERS)
� IW�'r 1.
RE �.ilJ
-
------t--------------\-���--\.
; �-------------------T-------------
0
--------------------- ---
---------------
-------------�-_-----------.------------------------- ---------------
-�-----------------
-----------------------------------------------------------------------
- - - - - - - - - - - - - - - - -- - _---------
-- —
-- -- -- - - - - - - - - - =-- ---
_
-- --- -
=ion
1-ri"WIS IV wy
sQ\
\ \�� \`�
TEL.
PP
��\,
\
I
VAULT
i
�=-- —
ti-- -----�---� —F --- —
—_ �_
— —
— — — — — -� — — — �—
— — —
— —
— — --
—
— — —
— — — —
— —
--- — — —
—
— —TWWI---
-RJ—
— —
0000,
n
O
, `
5•
Z
'
0
Z
Q
O`
►�O Gj
c`�
W
W
W
,�o o�
W W
CHERRY
AVENUE
W W
`
�
1
W W W
W9 W W
��F
U K�
Q
c'
��
.00
V�
'� .oma
0
9��
.o(
Q
Z
0
��
.O(�
~
' ' t
v
Z
o
9o�
V�gov
.0(3 .Oc3 •Oc
~ ~ ~
V3
Q'
~
N
O _H ~
G� �, O OC
LLj~
0
Q
+I +I Z
� OC L Q V)
_H
!
` '�
-H Z
� Q V)
-H +I
to ? 00 ? jr � ? �
♦
`L G O vi
♦ O
Z
V_ N> �. Q w
♦ O +
r- 0>
♦ O
d- Q W
+ _
N cn c/> > �
�' O + O + O
C4U9
�' � �jU
N=
xI
�
r (j0 00 WF=—
N� Nmo
r' �jjU
M=
N WI—
m0
N (i M 09 M U
> 5 �?:
a �m
tin�[a �n<a coif<tL
cin
(n I
�I
fESS lo*
Kmmm
CITY
OF
FCALIFORNIA
NOTE:
THE GENERAL. WORK TO BE COMPLETED INCLUDES
Q�,4
&IN
< ®� y� `*6-
�
�1 M
1 Z�AQ 1
I NCO RPORATED
DRAWN BY:
RELOCATION OF SEWER AND WATER FACILITIES
SCALE:
ADJUSTING EXISTING SEWER MANHOLE FRAMES AND
=
US
�,
FOR I-15/HIGHWAY 30 INTERCHANGE
w�40#
COVERS TO GRADE PER CITY STANDARD SPECIFICATIOIkts
1
AT LOCATIONS SHOWN ON THESE DRAWINGS AND
* Eq. 12-31-91 *
3602 UmNer:ity Avo. • RNerstdo, CA. 92501 • 909-W4-e9oo
DESIGNED I Y:
CHERRY AVENUE
DATE:
RESTORING ALL AREAS DISTURBED TO PRE-EXISTING
CONDITIONS.
sl Ct�ttr ��
A &a
RAN
STA.22+00.00 TO STA.34+00.00
12-13-36
REV. REVISi�! DESCRIPTION DATE ENGR. CITY DATE
OF CAI���
__
PREPARED BY
REGISTERED ENGINEER
46d26 �� 12-13-N CHECKED 9Y: APPROVED BY:. DATE:/:. rf• 9�
O. MEM ROBERT ENGINEER R.C.E.
24 a .: 2
C 5
WEDDLE CITY 25126
Cr � J