HomeMy WebLinkAbout2997-5N' L Y
R/W
0.5' 11.5'
VARIES PER PLAN
58' TO 69'
VARIES(46' TO 56')
(� STREET
VARIES PER PLAN
115' TO 135' 66'
54'
12'
N' L Y
S'LY R/W
R/W
12'
CL STREET R/W
R/W
VARIES PER PLAN
VARIES PER PLAN 124 TO 134 VARIES PER PLAN
57' TO 66' 57' TO 67'
VARIES PER PLAN , 9' 4' VARIES PER PLAN 12'
45 1TO 54 28' TO 41W'LY STREET
163'TYP
VARIES 8' I R/W
2 3 2
W 2'TO TYP.
4A 4A = I 7 35.9m
3 Z 3
� �z 2 5
2 20-12m 16-46m
��., t� C, a J 5' M'I N a ►-- t� >` t ) )
PROP. FINISH SURFACE <�G �G N cn -� <�GC� +2% TYP. 66' t 54'
I
moi` ,•��' i � % ,
X2:1 MA 2
� 0.33' A.B.0.54' A.C. ��.` � q 2 0.54' A.C. EX. PAVEMENT 1.52
I O g I 0.1' COLD MILL z q -�I I 0.33' A.B. I 8 EX. BASE I 5 2
0.1' OVERLAY 054' A.C. � (5')- 0.03m(0.1') COLD MILL �v �6A � v
0.1' COLD MILL 0.33 A.B. c, � w
0.54' A.C. 3A 0.1' OVERLAY � �,J3 ? 0.03m(0.1 ) OVERLAY
0.33' A.B.
TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE
TYPICAL SECTION FOR_ SOUTH_ HIGHLAND AVENUE --_ ......-=;y,%N�' .,�. � O„ o_
N' L Y
R/W
0.5' 11.5'
2'
VARIES PER PLAN
58' TO 69'
VARIES(46' TO 56')
NOT TO SCALE
STA 89+85 TO STA 91+50
TI = 10.0
CLSTREET
VARIE§ PER PLAN
115' TO 135'
4, 9,
66'
54'
12'
W'LY
S' LY RAW
RAW 40' 30' \ 135rtm(0.42') CLASS 2 AB
VARIES PER PLAN VARIES AN VARIES PER PLAN VARIES PER PLAN
15 TO 27 12 TO 25 1 TO 24 6 TO 17
VARIES 1 5t VARIES VARIES PER PLAN -l -VARIES PER PLAN LVARIES PER PLAN 5' TYPICAL SECTION FOR CITRUS AVENUE
NOT TO SCALE '
STA 96+00 TO STA 97+50 I 0.105mm ____ �"`---_
TI = 10.0 � PbYo) -- �-------~- .�.-.-----•----__-------_.._ � ��� `.""`-
� STREET E'LY 2.1 MA
_ _. _. - --___---.._.....,R/W E X. P A V E M E N -r`'`
4 B 2 .��
70 165mm( 0.54') AC & EX. BASE
N' L Y
R/W
N' L Y
R/W
I
I
2-:.1 MA
I
I
0.33' A.B.. V.
TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE
NOT TO SCALE
STA 91+50 TO STA 92+84.40
TI = 10.0
(LSTREET
A1� w 1
v.'IF I/ ".". I -8 EX. -B-A-SE� �0-33'
0.54' A.C.
.1' COLD MILL A.B.
3A 0.1' OVERLAY
TYPICAL SECTION FOR SOUTH. HIGHLAND AVENUE
VARIES
1.711•w
I
m J
ui Q
C'
J N
X
W
W
O
.
= w
z
o
=
LA -
CL
PA
R I
WWW
t
l : /
.............
N' L Y
R/W
N' L Y
R/W
I
I
2-:.1 MA
I
I
0.33' A.B.. V.
TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE
NOT TO SCALE
STA 91+50 TO STA 92+84.40
TI = 10.0
(LSTREET
A1� w 1
v.'IF I/ ".". I -8 EX. -B-A-SE� �0-33'
0.54' A.C.
.1' COLD MILL A.B.
3A 0.1' OVERLAY
TYPICAL SECTION FOR SOUTH. HIGHLAND AVENUE
WLY
R/W
R/W I --
5:1
MA
� 2:1 MAXI
I
NOT TO SCALE
STA 94+96.87 TO STA 95+66.22
TI = 10.0
(� STREET R/W
R/W
%tAMTre+1r-%rn nr All
X0.33' A.B.-L)-S4 A•L;• I EX. PAVEMENT,// A
$ EX. BASE 0.54' A.C.
3A 0.1' COLD MILL 0.33' A.B.
0.1' OVERLAY
TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE
NOT TO SCALE
STA 95+66.22 TO STA 96+00
TI = 10.0
W' L Y
R/W
VARIES
9.5' TO 12
2'
TYP.
NOT TO SCALE
STA 88+50 TO STA 93+41.65
TI = 10.0
GL STREET
venTf-t m nr All
%�
��s04onjo
- - - - - - - - -
- l
1 ;l
• • •
1
NOT TO SCALE
STA 93+41.65 TO STA 96+20
TI = 10.0
STREET
VARIES PER PLAN
98 0 107'
VARIES PER PLAN
40' TO 58'
VARIES PER PLAN '
' 30.5' TO 46'
VARIES VARIES ARIES
19' TO 31.5' 4' TO 5.5' 7' T
9'
W o 3 2 4A 4A
E'LY
R/W
5'
VARIES
1.711•w
I
m J
ui Q
C'
J N
X
W
W
O
.
= w
z
o
=
LA -
CL
o
WWW
t
l : /
WLY
R/W
R/W I --
5:1
MA
� 2:1 MAXI
I
NOT TO SCALE
STA 94+96.87 TO STA 95+66.22
TI = 10.0
(� STREET R/W
R/W
%tAMTre+1r-%rn nr All
X0.33' A.B.-L)-S4 A•L;• I EX. PAVEMENT,// A
$ EX. BASE 0.54' A.C.
3A 0.1' COLD MILL 0.33' A.B.
0.1' OVERLAY
TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE
NOT TO SCALE
STA 95+66.22 TO STA 96+00
TI = 10.0
W' L Y
R/W
VARIES
9.5' TO 12
2'
TYP.
NOT TO SCALE
STA 88+50 TO STA 93+41.65
TI = 10.0
GL STREET
venTf-t m nr All
%�
��s04onjo
- - - - - - - - -
- l
1 ;l
• • •
1
NOT TO SCALE
STA 93+41.65 TO STA 96+20
TI = 10.0
STREET
VARIES PER PLAN
98 0 107'
VARIES PER PLAN
40' TO 58'
VARIES PER PLAN '
' 30.5' TO 46'
VARIES VARIES ARIES
19' TO 31.5' 4' TO 5.5' 7' T
9'
W o 3 2 4A 4A
E'LY
R/W
5'
VARIES
1.711•w
I
m J
ui Q
C'
J N
X
W
W
O
.
= w
z
o
=
LA -
CL
o
VARIES PER PLAN
57' TO 66'
VARIES PER PLAN 12'
45' TO 54'
VARIES
44.5' TO 52.5'
v 1 6 EX. PAVEMENT PROP. FINISH
a PROP. FINISH G SURFACE F
SURFACE L
FA V-, 0 65 zzolo�or/o
OrA
............... %i0/ 10,0
.. ••! t ! ! • ♦ +.os.°- -.!�!•o•°•°•si!..l�i�l�•!o°e°i°.°.°•°i°i!i°i!i°i!°i°i°•!i!i°i!i°i°i°ii°i!i!i°i°i ! !•i•�
NOT TO SCALE
STA 96+20 TO STA 99+00
TI = 10.0
2:1 MAX
E'LY
R/W
2' TYP.
~2 :1 MAX
�Q
NOT TO SCALE
STA 101 +06 TO STA 102+78
TI = 10.0
�. STREET
VARIES ER PLAN
33.97m 0 54.86m
(118, 0 180' )
20.11m
15.85m
(52')
E'LY
R/W
E'LY
R/W
4.57m 10.1m VARIES PER PLAN 3.96m 9.8m VARIES "
(15' ) ( 66' ) O.Om TO 3.96m ( 13' ) ( 52' ) • 96m TO 18.59P
(0' TO 13') ( 13' TO 61 ' )
4C
<
v a ea. ease
E%. PAVEMENT
TYPICAL SECTION FOR CITRUS AVENUE
NOT TO SCALE
STA 102+78 TO STA 104+00
TI = 10.0
CONSTRUCTION NOTES:
O2 REMOVE EX I ST I NG P. C. C. , A. C.. PAVEMENT, OR SO I L.
O3 CONSTRUCT 6 % INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK
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.
3D CONSTRUCT 165mm (6% ') THICK ASPHALT CONCRETE OVER 135mm (5') THICK ----
CLASS 2 AGGREGATE BASE MATERIAL.
O4 CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA
STD. PLAN NO. 1003.
4A CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003.
46 CONSTRUCT CURB AND GUTTER PER CALTRANS STD. PLAN A87 TYPE A2-200 (8 INCH).
O
4C CONSTRUCT CURB PER CALTRANS STD. PLAN A87 TYPE B3 (6 INCH).
4D CONSTRUCT 0.67' A. C. D I KE PER C I TY OF FONTANA STDR, 136.
4E CONSTRUCT A.C. DIKE TYPE F PER CALTRANS STD PLAN A87.
4H CONSTRUCT MODIFIED 8 INCH CURB AND 12 INCH GUTTER PER CITY OF FONTANA
STD PALN NO 1003.
OCONSTRUCT 4 INCH P.C.C. SIDEWALK PER CITY OF FONTANA
STD. PLAN NO. 1015.
O8 CONSTRUCT BUS BAY PER CITY OF FONTANA STD. PLAN NO. 1014.
16 CONSTRUCT MEDIAN TREATMENT PER CITY OF FONTANA STD. PLAN 1.45. vo'
CONSTRUCT MODIFIED MEDIAN TREATMENT PER DETAIL ON SHEET 7
PERMIT NOo 08 -03 -IV -MC -0483