HomeMy WebLinkAbout2997-6W'LY E'LY
R/W STREET R/W
1 6' ow
66 60'
11'37 118' 41' VARIES VARIES
0' TO 7' 12' TO 19'
I � I
Uz
2 3C N J 2 3C
2' TYP. ' S
2, a- TYP.
5' TYP. EX PAVEMENT = w J►
TYP. v Z � 0 SEE DRAWING
��'�'J• SURFACFINISH
I N I SH x $ EX. BASE J FG NO. 3031
u.,�_.. ,....�..� ..� �-2• =.�.. Ln F 0 R PARKWAY
2% ____ - +� �_ � ---�__ - -�. � _._ � •� _ _ 2 -- ODIF.iCA T IONS
2:1 MA 0.1' COLD MILL 3A
0.58' A.C. 0.1' OVERLAY
4 2 1' 95% COMPACTED NATIVE 0.58 A.C.
I 1' 95%
COMPACTED NATIVE
TYPICAL SECTION FOR SIERRA AVENUE
WL Y
R/W
i
i
i'
TYP
T
2:1 MA
Oi
WL Y
RJW
NOT TO SCALE
STA 90+64 TO STA 95+33
TI = 10.5
CLSTREET
E'LY
R/W
WL Y
R/W
3.7m
(12 )
83rn
(6 )
TYP.
5 2
oe
2%
0.105mm
(0. 33'
)
2:1 MAX P.C.C.
WL Y
R/W
24.38m
(80' )
VARIES PER PLAN 21m
0.9m TO 5.79 m ( 69' )
(3' TO 19' ) ~
q STREET
VARIES PER PLAN
48.77m m 64.92m
( 160' 0 213.m.p-
' )
1.8m VARIES
(;2m 2T 4m
4 To 9 )
VARIES PER PLAN
24t 80 m TO TO 133 54m
VARIES PER PLAN
20C 68 p TO 1 03 54 m
uu �
1.52m �� 16 �C-)�J.
Av J. ( 5' ) EX. PAVEMEN
PROP. FINIS 8 `. BASE
SURFACE +� .�� +
------
,30. 4 8mm (0.1 ') COLD M I L
30.48mm(0.1 ') OVERLAY 3A
165mm ( 0.54' )A. C.
210mm (0-67') CLASS 2 AB
TYPICAL SECTION FOR SIERRA AVENUE
VARIES PER PLAN
20.12m TO 23.47m
VARIES (66'TO 77')
3.7m PER PLAN VARIES PER PLAN
(12') 1.68m TO 10.67m TO 14.93m
.83 5.5' TO m 3' ) 3Z3. ( 35' TO 49')
( 6 ) ��
TYP. 2 3B
5 2 1.52m
NOT TO SCALE
STA 100+86 TO STA 103+45
TI = 10.5
(� STREET
VARIES PER PLAN
64.01m 0 64.62m
( 210' 0 212')
VARIE VARIE
0 4 88 O 03O05m0
(0'- 6� ) (0'-10' )
4C 4C
VARIES PER PLAN
41.15m TO 43.89m
( 135' TO 144' )
VARIES PER PLAN
21.64m TO 23.47m
(71'TO 77')
c, . PROP. ( 5' ) I c�,16 ��' EX. PAVEMENT
44�/
I N I SH 81 EX. BASE
22% SURFACE +2% �+-+2%,
±2% -�0. 105mm
-
v E X . BASE 2 4 `-2 :1 MAX ------ -------
11 110
MMO'0.58' A.C. EX PAVEMENT P.C3C.)�
0.1 COLD MILL 0.58 A.C. 2.1 MAX _ 30.48mm (0.1 ) COLD MIL
1' 95% COMPACTED NATIVE 0. 1 ' OVERLAY 3A 1' 95% COMPACTED NATIVE CONSTRUCTION NOTES:
O2
TYPICAL SECTION FOR SIERRA AVENUE REMOVE EXISTING P.C.C., A.C., PAVEMENT, OR SOIL.
3A COLD M I LL 30.48mm (0. 1 ' ) OF EX I ST I NG A. C. PAVEMENT AND OVERLAY
NOT TO SCALE 30.48mm (0. i ) OF A.C. PAVEMENT PER DETAIL ON SHEET 7.
STA 95+33 TO STA 96+11.76 3B CONSTRUCT 165mm THICK ASPHALT CONCRETE OVER 210mm THICK
TI = 10.5 CLASS 2 AGGREGATE BASE MATERIAL.
3C CONSTRUCT 7 INCH THICK ASPHALT CONCRETE OVER 12 INCH THICK
COMPACTED NATIVE MATERIAL (SEE CITY STD. #1001)
O 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.
4 B CONSTRUCT CURB AND GUTTER PER CALTRANS STD. PLAN A87 TYPE A2-200 (8 INCH).
E'LY qC CONSTRUCT CURB PER CALTRANS STD. PLAN A87 TYPE B3 (6 INCH). W'LY
CLSTREET R/W R/W
VARIES PER PLAN O5 CONSTRUCT 4 INCH P.C.C. SIDEWALK PER CITY OF FONTANA
STD. PLAN NO. 1015.
kRIES PER PLAN 126 0 161 VARIES PER PLAN CONSTRUCT BUS BAY PER CITY OF FONTANA STD. PLAN NO. 1014.
66' TO 82' 60' TO 79'
ARIES PER PLAN 4' VAR I E-5 17' VARIES PER PLAN 12' 16 CONSTRUCT MEDIAN TREATMENT PER CITY OF FONTANA STD. PLAN 145.
40' TO 54' 0' TO 12' 27 TO 5
t6 I 6� CONSTRUCT MODIFIED MEDIAN TREATMENT PER DETAIL ON SHEET 7.
2 3C 5 , 0.5'
2 3C 4A 5' TYP. 2 3C TYP. -
t�F �v, = Z 2
TYP. �w 2 5 ,
G CV UUZ �
• 3,�PROP. FINISH
PROP. FINISH a J a J / ZI IPP Art \,o TYP.
0.1' COLD MILL �1 V,' 95% COMPACTED NATIVE
0.1' OVERLAY
TYPICAL SECTION FOR SIERRA AVENUE
NOT TO SCALE
STA 96+11.76 TO STA 99+00
TI = 10.5
2:1 MAX
30.48rtm(0.1').OVERLAY 3H
165mm (0.54' )A.C.
210rtm (0.67') CLASS 2 AB
TYPICAL SECTION FOR SIERRA AVENUE_
NOT TO SCALE
STA 103+45 TO 104+00
TI = 10.5
(� STREET
VARIES FER PLAN
4 8160m T 0 2155 )m
VARIES PER PLAN
19-81M TO 24.99m
(65' TO 82')
No VARIES PER PLAN VARIES PER PLAN
16.46rn TO 18,90m25 -60m 1 m
(54 TO 62 ) (52 TO 84')
VARIES PER PLAN 4.88m -3.05m_1 VARIES PER PLAN
11.58m TO 18.90m (16' ) ( 10' ) 16.15m TO 25.60m
(38'TO 62') 4C , 4C (42' TO 73')
J
16
TYPICAL SECTION FOR SIERRA AVENUE
NOT TO SCALE
STA 104+00 TO 105+08
105+98.50 TO 108+46
TI = 10.5
E'LY
R/W
VARIES PER PLAN
. 6 2, TO
1 5,7� m
VARIES PER PLAI
5.85m, TO 16; 76
(52 TO 55")
E'LY
R/W
E'LY
R/W
r
PERMIT NO.08-03-N-MC-0483
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