HomeMy WebLinkAbout5597-4EXISTING
TOP OF CURB
47' LEFT
PROEOSED,__
TOP OF CURB
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CURVE/LINE TABLE
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;DELTA/BEARING
RADIUS
LENGTH
TANGENT
7
N89'44'23"E
--
334.88'
--
8
26'51'43"
44.38'
20.80'
10.60'
9
26'51'43"
44.38'
20.80'
10.60'
10
N89'44'23"E
--
62.76'
--
LEGEND:
V/A
••••
7-77
PROPOSED ASPHALT CONCRETE
PROPOSED ASPHALT CONCRETE OVERLAY
EXISTING PCC CONCRETE
EXISTING LANDSCAPE AREA
ASPHALT CONCRETE PAVEMENT
ASPHALT CONCRETE REMOVAL
EXISTING BUILDING
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 811
TWO WORKING DAYS BEFORE YOU DIG
CLIENT: CITY OF FONTANA
TKE JOB #: 101-55
18+00
0190-201-29
19+00
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21+00
22+00
23+00
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0192-011-20
•
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•
•
•
•
•
•.
•
4
d
DIRT
0
4
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ESUS strip
a
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0
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' TSB 4* '6.
J
• I' 4
.R W•• •
WM
WM.
• ••• ••
''
•••
•••
30'
34'
N
37.5'
44'
FOOTHILL
BOULEVARD
0192-051-17
PROFILE SCALE
HORZ: 1" = 40'
VERT: 1" = 4'
STREET IMPROVEMENT CONSTRUCTION NOTES:
0 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.
0 CONSTRUCT SIDEWALK, WIDTH AS SHOWN, PER CITY OF FONTANA STD. PLAN NO. 1006.
0 NOT USED
40 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002, R=9'.
REVISED PER DRIVEWAY DETAIL, SHEET 5, UNLESS OTHERWISE NOTED.
0 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002, R=12'.
REVISED PER DRIVEWAY DETAILS, SHEETS 2 AND 6, UNLESS NOTED OTHERWISE.
O6 CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED
NATIVE SOIL.
O7 CONSTRUCT 4" ASPHALT CONCRETE PRIVATE DRIVEWAY APPROACH/PRIVATE PARKING
OVER 95% COMPACTED NATIVE SOIL.
80 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2").
O9 NOT USED
10 RELOCATE AND OR ADJUST TO GRADE EXISTING TRAFFIC SIGNAL BOX.
11 RELOCATE EXISTING WATER SERVICE BY FONTANA WATER COMPANY. CONTRACTOR TO
COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATIONS.
(j)2 RELOCATE EXISTING POWER POLE. CONTRACTOR TO COORDINATE WITH SCE FOR
RELOCATIONS.
13 RELOCATE EXISTING TREE WELL. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR
FOR RELOCATIONS.
14 CONSTRUCT LANDSCAPE AND IRRIGATION TO MATCH EXISTING.
(j)5 CONSTRUCT CONCRETE CROSS GUTTER TO MATCH EXISTING.
0 RELOCATE EXISTING LIGHT POST, FOUNDATION, PULL BOXES, AND CONDUIT SYSTEM.
17 NOT USED
18 FOR PRIVATE LOT IMPROVEMENT DETAILS SEE SHEET 5.
TGT. NO. 2
STA. 23+19.94
FOOTHILL BLVD./
MANGO AVE.
FD. NOTHING
ELEV.=1321.09
SURVEY CONTROL TABLE:
TGT No.
NORTHING
EAST1NG
1
4732.56
9162.98
BEARING
DISTANCE
2
4741.51
11134.59
N 89'44'23"E
1319.94'
GRAPHIC SCALE
20
80
160
(IN FEET)
1 INCH = 40 FEET
441
73
No.69984
Exp.9-30-18
cIv".
TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
ERING (951) 680-0490
r e,1
TERRY IM. RENNER R.C.E. No. 69984
EXPIRES: 9-30-18
STREET IMPROVEMENTS
FOOTHILL BOULEVARD
SIERRA AVENUE TO
MANGO AVENUE
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT COMMENCE
WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED
FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO
THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
JAM
DESIGNED BY:
TMR
CHECKED BY:
TMR
FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS
PLAN/PROFILE SHEET
A. 19+24.7_ Ti STA. 22+70.04
APPROVED BY
CITY ENGINEER
T•
2/.DATE:
R.C.E. No. 51152
SCALE
AS SHOWN
DATE:
JULY 2017
DRAWING NO.:
5597
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
•
•
•
•
.
•
•
•
•
•
•.
•
4
d
DIRT
0
4
O
0
(12:W)
— t
* B8TrSB 4
ESUS strip
a
C.0
�10 24+
0
V -sB °
4 •
• • •
' TSB 4* '6.
J
• I' 4
.R W•• •
WM
WM.
• ••• ••
''
•••
•••
30'
34'
N
37.5'
44'
FOOTHILL
BOULEVARD
0192-051-17
PROFILE SCALE
HORZ: 1" = 40'
VERT: 1" = 4'
STREET IMPROVEMENT CONSTRUCTION NOTES:
0 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.
0 CONSTRUCT SIDEWALK, WIDTH AS SHOWN, PER CITY OF FONTANA STD. PLAN NO. 1006.
0 NOT USED
40 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002, R=9'.
REVISED PER DRIVEWAY DETAIL, SHEET 5, UNLESS OTHERWISE NOTED.
0 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002, R=12'.
REVISED PER DRIVEWAY DETAILS, SHEETS 2 AND 6, UNLESS NOTED OTHERWISE.
O6 CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED
NATIVE SOIL.
O7 CONSTRUCT 4" ASPHALT CONCRETE PRIVATE DRIVEWAY APPROACH/PRIVATE PARKING
OVER 95% COMPACTED NATIVE SOIL.
80 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2").
O9 NOT USED
10 RELOCATE AND OR ADJUST TO GRADE EXISTING TRAFFIC SIGNAL BOX.
11 RELOCATE EXISTING WATER SERVICE BY FONTANA WATER COMPANY. CONTRACTOR TO
COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATIONS.
(j)2 RELOCATE EXISTING POWER POLE. CONTRACTOR TO COORDINATE WITH SCE FOR
RELOCATIONS.
13 RELOCATE EXISTING TREE WELL. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR
FOR RELOCATIONS.
14 CONSTRUCT LANDSCAPE AND IRRIGATION TO MATCH EXISTING.
(j)5 CONSTRUCT CONCRETE CROSS GUTTER TO MATCH EXISTING.
0 RELOCATE EXISTING LIGHT POST, FOUNDATION, PULL BOXES, AND CONDUIT SYSTEM.
17 NOT USED
18 FOR PRIVATE LOT IMPROVEMENT DETAILS SEE SHEET 5.
TGT. NO. 2
STA. 23+19.94
FOOTHILL BLVD./
MANGO AVE.
FD. NOTHING
ELEV.=1321.09
SURVEY CONTROL TABLE:
TGT No.
NORTHING
EAST1NG
1
4732.56
9162.98
BEARING
DISTANCE
2
4741.51
11134.59
N 89'44'23"E
1319.94'
GRAPHIC SCALE
20
80
160
(IN FEET)
1 INCH = 40 FEET
441
73
No.69984
Exp.9-30-18
cIv".
TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
ERING (951) 680-0490
r e,1
TERRY IM. RENNER R.C.E. No. 69984
EXPIRES: 9-30-18
STREET IMPROVEMENTS
FOOTHILL BOULEVARD
SIERRA AVENUE TO
MANGO AVENUE
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT COMMENCE
WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED
FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO
THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
JAM
DESIGNED BY:
TMR
CHECKED BY:
TMR
FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS
PLAN/PROFILE SHEET
A. 19+24.7_ Ti STA. 22+70.04
APPROVED BY
CITY ENGINEER
T•
2/.DATE:
R.C.E. No. 51152
SCALE
AS SHOWN
DATE:
JULY 2017
DRAWING NO.:
5597