HomeMy WebLinkAbout2703-4i�
,,,,,,,;,,,,,,,;,,,,,,,;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,;,,,,,,,
....... 0 ..... .... ......... ....
........ w.
..�
...............................................................................
U.
Z
....
O
J
�......
M
..................
z
• ....................................................
w
�--
w
............
..
.
.--
—
.............
. w......
....... ....... ....... ....... ....... ....... ....... .......
....... ....... ..............
i
Con 4
I
m
......................................................
N
_
1..x.:1
LIP
....
F CURB
...:
I
I
LO
:EXISTING
----------------- ---------- ------
.......
....... ... ....... ....... ....... ....... ....... ....... ....... .......
.......
_,-----__ _-
...... OO..
.r.. ...............
.....
..... ..... ..... ..... ............... ....
..... ..... ..... ..... ..... :..
..... ..... .....
..... .....
�.............. : ....... ....... ....... ....... ....... .......
co:
O:
...................
+:
ti ....... .......
....... ............ Lo:
....
....................-..
.... ....
...0 ......
....... . ....
....... ......N:
....... ....... ....... .
..... ....... ....... ....... .......
... ..
O
..................... ...............
O:
�-:
.0
M.......
.. ........
..
....... ....... ....... .......
....... ......._
1220 ..........
..................................
.... cM..,.. :. .....
C>.
o:......
O:
�. ..... .....
..... .. ..... .....
-�.
:.
... ..... ..... ..... ..... ..... ..... ..... ....
.....
..... ..... ..- .-.
.....
.....
..... ..... ....
O:
M:
N:
M
M.
..�
..... .....
.... ..... ..... ..... ..... .. —....-. .
— — —
- __—
.....
.... ..... ...
.....
VM
........................... ..... ....
M
r:
..... ..... ..... ..... ..... ..... ...............
.�
..... ..... .....
..... ..... ..... ....—
—
—
..... ..... .....
... ....
..... ..... ....
..... ..... ..... ..... ..... ....
.......J
`y-
; ;
'1:
—PR
--C-E-N-TE-RLI ME
0.
N M
C) +
N+
.
......
EXISTI-NGSUR-�ACE:::.co
:0.................................
..... ..... ..... ................0.....................
00:
(V O
C%4:
.................AT.
1-2-10
... ..:..... .....:..... ... ...
CE:NTERLI N
............................;...............................................
0
M: ...............L0:..CV:.....................:....................
+
M
..............
......:.....................
12 2 0
O:
(0:
.. ..
............................................................................
..... ..... ..... ..... ..... ..... ..... .....
.....
O
CIO:..
,.....
.....
...
..
..... ..... ..... ..... ..... ..... ..... .....
..... ..... ...
.... ...
— �....
... .....
:.......:.......:.......:.......:.......:.......:.......:........
.......
O
...... ..... .....
.
LO:
r:
.....
....
...(fl
-...
..... .....
............... .....
.....
..... ..... ..... ..... ....N:
O :
. . .
............ ..... ....
.... ;
......................................... .. ..
N
. . M:..�:.
N:
_ — -.. .....
..... ..... ..... ..... .....
...
..... ..... .....
..... ..... ..... ..... ..... ...............
_�—
—
�'”
m
N
r
—_
°
:....... .......:....... :.:.:.:.:
i
.....................................
.......:...............:.......:.......
.......`:.......:.......
........:........
....... ...N
.......'......
1 vi GAJ -
Expanplon Joints
1 - CENTERLINE -
varies varies
0
SECTI❑N B -B
NUT TO SCALE
#4 BARS @ 12" BOTH WAYS
C.0
01
• J
wCL
U.
Z
'15
O
J
M
I—
U
w
�--
w
Q
.--
O
i
Con 4
I
8938
r
N
M
Q�
I
I
----------------- ---------- ------
.-----_
__--__-___-__---________-v--------------
_,-----__ _-
01
I I
97 1 '
I I
89671 8955 i 8947
%3--''o
8988
II
---------------------------- ----------- �'------ ---
------------- --------- a -- I- - - - - - -- - - - - - - - - - ---
I
Ln
Ln
m
`0
11----------- jlU
I
4 I
I
I
I
I
8937 i 8987 11
I
DAT STR T
I
I '
I
I
I '
I
I
I
I
I
I
I
1
I
1
I
I
Ln '
CONSTRUCTION NOTES
1�— REMOVE EXISTING AC PAVEMENT, EXCESS BASE MATERIAL AND DISPOSE
2�-- SCARIFY AND COMPACT 12 INCHES OF EXISTING NATIVE SUBGRADE TO 95 % RELATIVE DENSITY
3a— CONSTRUCT 4 INCH MINIMUM AC PAVEMENT OVER 12 INCHES COMPACTED NATIVE
MATERIAL.
4�-- INSTALL STRIPING AS SHOWN ON PLANS.
SAWCUT AND REMOVE EXISTING CROSS GUTTER AND CONSTRUCT GROSS GUTTER PER
DETAIL ON SHEET 4 OF 6.
6O— SAWCUT FOR ASPHALT REMOVAL.
7� GRIND 0.10' AND OVERLAY TO MATCH EXISTING GRADES.
8�— SAW CUT CONCRETE AS DIRECTED BY FIELD INSPECTOR TO REMOVE SPANDRELS.
90-- ADJUST MANHOLE TO FINISHED GRADE.
10 PROVIDE TRAFFIC CONTROL AND INSTALL PER PLAN (SHEET 6 OF 6).
11 ADJUST WATER VALVE TO FINISHED GRADE. (CONTRACTOR TO
COORDINATE WITH FONTANA WATER CO.)
1
CD '
I
I
I
I
�,D I '
I '
I
i
I
I
I
I
I
I
12 I W27rA - VNVW -51 PeV%N,�- 11'4 fW Ail/VA s"T P 151-1
I
C5 - ab Si�owN� '
I
1
I
I
I
13 �t%i1111o� �Np r�c� c�� � Pr>111�SID� I
Gb
I '
I
1
I
0 �
0
VVVVVVVV~
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
I .1
wl I II
1 j wil
1 I ZII
I U) ! J;I
I I I u)il
I CO Qil
I j
611
I I N;I
I
N-
Q
` 1 3643.64 ;I
I I
-----r-----;-!------+;I
II T
I I II
I II
I I I
I
I
I j :lw
I
U)
00 .I
I it
it
I i I it
Z
Q
2 1w;l
Q' I I I Zil
w I I -J:1
wi
Q I i <11
1 I
1 I II
�1 it Nil
I
I
I I I
I i ! 4� I►
I I I
BENCH MARK: BM # 28
EL. = 1222.42
LOCATION: PK NAIL
NORTH END OF NECR
MERRILL & OLEANDER AVE.
I
I
1
I
I
I
I
I
I
1
1
I
I
I
I
I
1
1
I
I
1
I
I
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
r-�
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
35{ FAP 1 us CU P0 I25TuR-�Kl P-r:;F-'
p5,W 10., A`, 5 6 7-
1 mr,20 `gyp 011-11-c R-110�1
/avG. No v9-
I
I
�ViAl vU•Moaj ill fw 35904
ftg ONLA
DATE
MATCH EXISTING
D3
MATCH EXISTING
RECORD DRAWING
L1