HomeMy WebLinkAbout4476-2ASPHALT PAVEMENT REPLACEMENT
N.T.S.
ENG#07-01572
0.15' GRIND, REMOVE,
AND OVERLAY
NORTHERLY
RNV 104'
I
I
52' I 52'
12' 40' I 40' 5.5'
5'
I1
CONCRETE (2%) I 2%)
CURB �—
CONC AC PAVEMENT AC PAVEMENT
S/W
SAW -CUT
SLOVER AVENUE LINE
NOT TO SCALE
WESTERLY
RNV
I
0.5' 5'
I C
2%
WESTERLY
RNV
zl
01
34' UI 34'
2.5' 26' 22'
20' 6' 4'
1 (0.5% MIN) (2%) i I 2%) CONCf
(7.2% MAX) �— F
AC PA VEMENT
6 SAW -CUT
LINE
CATAWBA AVENUE
29+80 -35+50
NOT TO SCALE
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34' U I I
34'
' I
0.5' I 5' 2' S 26' 22'
I 2 12' 12' I 2'
2% (3.3% MIN) 1 (2%) I I 2%) COCUF
(3.7% MAX) �--
A C PA VEMENT AC PA VEMENT
4
6 SAW -CUT
LINE
CATAWBA AVENUE
28+00 28+80
NOT TO SCALE
SOUTHERLY
RNV
6' I 0.5'
I
2%
I
� I
EASTERLY
R/W
EASTERLY
R/W
CONSTRUCTION ITEMS
OCONSTRUCT 6-1/2" AC PAVING OVER 12" MINIMUM OF 95%
COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN 401
OCONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF FONTANA
STANDARD PLAN 1000
CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF
FONTANA STANDARD PLAN No. 1002
4O CONSTRUCT PARKWAY TYPE SIDEWALK PER CITY OF FONTANA
STANDARD PLAN No. 1006
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF
FONTANA STANDARD PLAN 1003
6O SAW -CUT AND GRIND (5' MIN., 0.15' DEPTH) PER DETAIL e
2
INSTALL UNDER SIDEWALK DRAIN PER CITY OF FONTANA
�STANDARD PLAN 3001
REMOVE EXISTING CURB & GUTTER
REMOVE EXISTING AC DIKE
0 RELOCATE POWER POLE PER SOUTHERN CALIFORNIA EDISON
DIRECTION
PROTECT IN PLACE EXISTING STRUCTURE
PROTECT IN PLACE AND ADJUST EXISTING UTILITY TO GRADE
0 REPAIR UTILITY TRENCH PER DETAIL PER CITY OF FONTANA
STANDARD PLAN No. 1008
NOT USED ON THIS SHEET
I Y
This plan copyrighted by Associated Engineers, Inc. - 2008
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U' 5' MIN.
EXISTING AC
PAVEMENT
(THICKNESS VARIES)
12"- 95%
COMPACTED
NATIVE BASE
ASPHALT PAVEMENT REPLACEMENT
N.T.S.
ENG#07-01572
0.15' GRIND, REMOVE,
AND OVERLAY
NORTHERLY
RNV 104'
I
I
52' I 52'
12' 40' I 40' 5.5'
5'
I1
CONCRETE (2%) I 2%)
CURB �—
CONC AC PAVEMENT AC PAVEMENT
S/W
SAW -CUT
SLOVER AVENUE LINE
NOT TO SCALE
WESTERLY
RNV
I
0.5' 5'
I C
2%
WESTERLY
RNV
zl
01
34' UI 34'
2.5' 26' 22'
20' 6' 4'
1 (0.5% MIN) (2%) i I 2%) CONCf
(7.2% MAX) �— F
AC PA VEMENT
6 SAW -CUT
LINE
CATAWBA AVENUE
29+80 -35+50
NOT TO SCALE
.:
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wI
34' U I I
34'
' I
0.5' I 5' 2' S 26' 22'
I 2 12' 12' I 2'
2% (3.3% MIN) 1 (2%) I I 2%) COCUF
(3.7% MAX) �--
A C PA VEMENT AC PA VEMENT
4
6 SAW -CUT
LINE
CATAWBA AVENUE
28+00 28+80
NOT TO SCALE
SOUTHERLY
RNV
6' I 0.5'
I
2%
I
� I
EASTERLY
R/W
EASTERLY
R/W
CONSTRUCTION ITEMS
OCONSTRUCT 6-1/2" AC PAVING OVER 12" MINIMUM OF 95%
COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN 401
OCONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF FONTANA
STANDARD PLAN 1000
CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF
FONTANA STANDARD PLAN No. 1002
4O CONSTRUCT PARKWAY TYPE SIDEWALK PER CITY OF FONTANA
STANDARD PLAN No. 1006
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF
FONTANA STANDARD PLAN 1003
6O SAW -CUT AND GRIND (5' MIN., 0.15' DEPTH) PER DETAIL e
2
INSTALL UNDER SIDEWALK DRAIN PER CITY OF FONTANA
�STANDARD PLAN 3001
REMOVE EXISTING CURB & GUTTER
REMOVE EXISTING AC DIKE
0 RELOCATE POWER POLE PER SOUTHERN CALIFORNIA EDISON
DIRECTION
PROTECT IN PLACE EXISTING STRUCTURE
PROTECT IN PLACE AND ADJUST EXISTING UTILITY TO GRADE
0 REPAIR UTILITY TRENCH PER DETAIL PER CITY OF FONTANA
STANDARD PLAN No. 1008
NOT USED ON THIS SHEET
I Y
This plan copyrighted by Associated Engineers, Inc. - 2008
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