HomeMy WebLinkAbout5974-31525
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CALTRANS
EXIST CENTERLINE
CALTRANS R/W
EXIST CENTERLINE
SOUTH HIGHLAND AVENUE
MA
N
G
O
A
V
E
N
U
E
EXIST SOUND WALL
EXIST SOUND WALL
CURB FL
Line TaEle
Line
DL1
Length
273.9'
DireFtion
S89 43' 41.36"W
Curve TaEle
Curve
DC1
DC2
DC3
DC4
Length
19.10'
105.75'
75.59'
75.58'
Radius
759.00'
350.00'
960.00'
960.00'
Delta
126'30"
1718'44"
430'40"
430'40"
Tangent
9.55'
53.28'
37.81'
37.81'
C1
C2
L1 1333.51'S89 43' 41.36"W
72.94'290.00'1424'38"36.66'
631.87'720.00'5016'56"337.90'
DL2 7.02'S85 45' 38.54"E
DATE:
DATE:
REVISION DESCRIPTIONREV.DATE ENGR.CITY DATE PREPARED BY:
TRT G
I
N
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ERCE 38798
Exp. 03/31/25
S
T C
A
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AM
REGIS
I V I L R N I A
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D P R O
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FO OLCAFI
17782 17th Street, Suite 200
Tustin, California 92780
Phone: 714.665.4500
CONSTRUCTION NOTES
COLD MILL EXISTING AC PAVEMENT 2"
CONSTRUCT 2" AC OVERLAY
CONSTRUCT 2" 0.17' AC OVERLAY OVER 0.38' AC OVER 0.35' CAB OVER MIN. 95%
COMPACTED SUBGRADE. THE 2" AC OVERLAY SHOULD BE CONSTRUCTED WITH THE
ADJACENT 2" GRINDING AND OVERLAY AREAS WITHIN THE INTERSECTION AT THE SAME
TIME
REMOVE EXISTING CURB AND GUTTER
CONSTRUCT 8" HIGH CURB AND GUTTER PER CITY OF FONTANA STD PLANS NO. 1000
REMOVE EXISTING SIDEWALK FROM EXISTING CURB RAMP TO ADJACENT ECR OR BCR
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD PLANS NO. 1006
EXISTING CONCRETE SLAB WAS FOUND 2' BELOW GROUND SURFACE AT THE POLE F
LOCATION DURING POTHOLING. SEE TRAFFIC SIGNAL PLANS FOR POLE F LOCATION.
CONTRACTOR SHALL REMOVE THE CONCRETE SLAB BEFORE INSTALLING THE POLE F
FOUNDATION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF
THE CONCRETE SLAB AND RESTORATION OF EXISTING IMPROVEMENTS IN KIND.
CONTRACTOR SHALL REMOVE, REROUTE, AND REPLACE THE ADJACENT EXISTING
IRRIGATION LINES WITH NEW IRRIGATION LINES AFTER THE INSTALLATION OF POLE F
FOUNDATION. COST OF IRRIGATION LINE RECONSTRUCTION, CONCRETE SLAB REMOVAL,
EXISTING IMPROVEMENTS RESTORATION, AND ASSOCIATED WORK SHALL BE INCLUDED IN
THE COST FOR BID ITEM "TRAFFIC SIGNAL INSTALLATION COMPLETE PER CONTRACT PLANS"
CONSTRUCT 2" X 4" REDWOOD HEADER BOARD BETWEEN THE NORTH SIDE OF THE
PROPOSED AC DIKE AND THE EXISTING GROUND DIRT PARKWAY
LEGEND
COLD MILL 0.9' EXISTING AC PAVEMENT SECTION AND
CONSTRUCT 0.17 2" ' AC OVERLAY OVER 0.38' AC OVER 0.35' CAB
OVER MIN. 95% COMPACTED SUBGRADE
COLD MILL 2" EXISTING AC PAVEMENT AND CONSTRUCT 2" AC
PAVEMENT
REMOVE 4" EXISTING SIDEWALK AND CONSTRUCT 4" PCC
SIDEWALK
1 CURB RAMP AND TS CONDUIT PLACEMENT 03/20/25
1
1
1
MM
6/15/23
GLK 4/29/25