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SHEET NO. 3 SHEET NO. 4 SHEET NO. 5 SHEET NO. 6 SHEET NO. 7
*Am smAueAomo cover I on
CHERRY AVENUE
CONSTRUCTION NOTES
D CONSTRUCT AC OVER
�2 REMOVE EXISTING AC PAVING
�3 CONSTRUCT VARIABLE THICKNESS AC OVERLAY, 0.10' MIN THICKNESS
® CONSTRUCT 8" CONCRETE CURB AND GUTTER PER COUNTY
OF SAN BERNARDINO STD DWG 115
�5 CONSTRUCT 8" CONCRETE MEDIAN CURB PER APWA STD
120-09 Al -8, SEE DETAJL ON SHEET 11
6� CONSTRUCT CONCRETE CROSS GUTTER PER COUNTY OF
SAN BERNARDINO STD DWG 119
U7 NOT USED
® CONSTRUCT TYPE "C" 10' SIDEWALK PER COUNTY OF
SAN BERNARDINO STD DWG 109
O9 NOT USED
@0 REMOVE EXISTING PCC CURB
11 CONSTRUCT CURB OUTLET STRUCTURE PER COUNTY STD
210 (TYPE 2 INLET, S-4) _
12 CONSTRUCT LOCAL DEPRESSION PER COUNTY STD 203
@3 CONSTRUCT CATCH BASIN, TYPE "A" PER COUNTY STD
206 (X-4', V-4)
(9 CONSTRUCT PCC DRIVEWAY PER COUNTY STD 128
("W" AS NOTED)
1g REMOVE EXISTING TREE/SHRUB AS REQURIED FOR NEW CONSTRUCTION
16 ADJUST MANHOLE FRAME AND COVER TO GRADE
0 RELOCATE EXISTING MAILBOX AS REQUIRED TO CLEAR NEW CONSTRUCTION
SHEET IN
CA1
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H�
SHEET N0. 8
SHEET N0. 9
LEGEND
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SHEET NO. 10
SHEET
ABBREVIATIONS
- CHERRY
AC
ASPHALT CONCRETE
� N
BC
BEGIN HORIZONTAL CURVE
OD 00
BCR
BEGIN CURB RETURN
N) o
BVC
BEGM VERTICAL CURVE
AVENUE
�
CENTERLINE
TO
EC
END HORIZONTAL CURVE
ECR
END CURB RETURN
EG
EDGE OF GUTTER
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
FL
FLOWLINE
FS
FINISH SURFACE
GB
GRADE BREAK
LT
LEFT
RT
RIGHT
SHEET
STA
STATION
AVENUE
T13
TOP OF BERM
TO
TC
TOP OF CURB
VPI
VERTICAL POINT OF INTERSECTION
*Am smAueAomo cover I on
CHERRY AVENUE
CONSTRUCTION NOTES
D CONSTRUCT AC OVER
�2 REMOVE EXISTING AC PAVING
�3 CONSTRUCT VARIABLE THICKNESS AC OVERLAY, 0.10' MIN THICKNESS
® CONSTRUCT 8" CONCRETE CURB AND GUTTER PER COUNTY
OF SAN BERNARDINO STD DWG 115
�5 CONSTRUCT 8" CONCRETE MEDIAN CURB PER APWA STD
120-09 Al -8, SEE DETAJL ON SHEET 11
6� CONSTRUCT CONCRETE CROSS GUTTER PER COUNTY OF
SAN BERNARDINO STD DWG 119
U7 NOT USED
® CONSTRUCT TYPE "C" 10' SIDEWALK PER COUNTY OF
SAN BERNARDINO STD DWG 109
O9 NOT USED
@0 REMOVE EXISTING PCC CURB
11 CONSTRUCT CURB OUTLET STRUCTURE PER COUNTY STD
210 (TYPE 2 INLET, S-4) _
12 CONSTRUCT LOCAL DEPRESSION PER COUNTY STD 203
@3 CONSTRUCT CATCH BASIN, TYPE "A" PER COUNTY STD
206 (X-4', V-4)
(9 CONSTRUCT PCC DRIVEWAY PER COUNTY STD 128
("W" AS NOTED)
1g REMOVE EXISTING TREE/SHRUB AS REQURIED FOR NEW CONSTRUCTION
16 ADJUST MANHOLE FRAME AND COVER TO GRADE
0 RELOCATE EXISTING MAILBOX AS REQUIRED TO CLEAR NEW CONSTRUCTION
SHEET IN
CA1
U�
H�
SHEET N0. 8
SHEET N0. 9
LEGEND
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W
CA
U ;
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SHEET NO. 10
SHEET
NO. 3
- CHERRY
AVENUE
STA.
92+00.00
TO
STA. 99+00.00
SHEET
NO. 4
- CHERRY
AVENUE
STA.
99+00.00
TO
STA. 110+00.00
COLD PLANE EXISTING ACNp PLACE
VARIABLE THICKNESS AC OVERLAY
0
SHEET
NO. 5
- CHERRY
AVENUE
STA.
110+00.00
TO
STA. 122+00.00
00
SHEET
NO. 6
- CHERRY
AVENUE
STA.
122+00.00
TO
STA. 135+00.00
MIN SECTION FOR CONSTRUCTION WITHIN THE CITY
N2
OF FONTANA TO BE 61/2" AC OVER 8" CLASS 2
SHEET
NO. 7
- CHERRY
AVENUE
STA.
135+00.00
TO
STA. 148+00.00
AGGREGATE BASE (FINAL SECTION TO BE DETERMINED
UPON SUBMITTAL OF R VALUE AND STRUCTURAL SECTION
SHEET
N0. 8
- CHERRY
AVENUE
STA.
148+00.00
TO
STA. 159+50.00
ON COMPLETION OF ROUGH GRADE.)
SHEET
NO. 9
- CHERRY
AVENUE
STA.
159+50.00
TO
STA. 171+50.00
SHEET
N0. 10
-CHERRY
AVENUE
STA.
171+50.00
TO
STA. 178+61.93
REMOVE EXISTING AC PAVEMENT
SHEET
NO. 11
- DETAILS
SHEET
N0. 12
-DETAILS
AND TYPICAL
SECTIONS
9W
CONSTRUCTION NOTE
CURB AND GUTTER
• - - - --- RIGHT-OF-WAY
- - - CENTERLINE
SLOPE
EXISTING TOPOGRAPHY
I
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