HomeMy WebLinkAbout3444-4N' L Y
R/W
5' ` J z
I �a
�cr
CD
4' TYP.
1
2:1 MAX
r� �j7z'
`i
(-2%)
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TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE
4' TYP.
1
2: 1 MAX-\
_ I
N' L Y
R/W
4' TYP.
MA
(2
STA. 46+52.30 TO STA. 87+10.43
TI = 10.0
NUI IU JLNLt
STA 51+99 TO 53+39.14
STA 65+18 TO 66+58.46
STA 79+35 TO 80+78.57
T1=10.0
T Y PIGAL SECTION FOR UUUTM MIUMLAND AVENUE
NOT TO SCALE
STA 54+47.67 TO 55+88
STA 67+66.98 TO 69+10
STA 81+87.09 TO 83+27
T1=10.0
S' L Y
R/W
S' L Y
R/W
S' L Y
R/W
N' L Y
R/W
l STREET
104'
52' 1 52'
12 _1_ 40' '_ 40'
u-
JOIN EXISTING
5'
z
AC PAVEMENT
a
EXISTING
J
CL ELEVATION
lo��� w'e ♦♦ ♦ ♦.♦♦♦♦♦ •♦.♦♦♦♦♦♦♦w♦��♦.w.♦.♦ ..♦
COLD MILL
TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE
NOT TO SCALE
STA. 46+52.30 TO STA. 87+10.43
TI = 10.0
S' LY
R/W
CONSTRUCTION NOTES: (STREET IMPROVEMENTS)
OZ REMOVE EXISTING P.C.C. , A.C.. PAVEMENT, OR SOIL.
O3 CONSTRUCT 6 YINCH THICK ASPHALT CONCRETE OVER 4 INCH THICK
CRUSHED AGGREGATE BASE MATERIAL.
3A COLD MILL 30; 48mm (0. 1 ' ) OF EXISTING A. C. PAVEMENT AND OVERLAY
30.48mm (0. 1') OF A. C. PAVEMENT PER DETA I L ON SHEET 7.
O4 CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA
STD. PLAN NO. 1003.
SIA CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003.
16 CONSTRUCT MEDIAN TREATMENT PER CITY OF FONTANA STD. PLAN 145.
# NOT A PART
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