HomeMy WebLinkAbout5035-5FD. N & T
ELEV.= 1311.81'
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0190-121-12
0191-091-19
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MEN
7MG
UIiH I MEDIAN) QU
CURVE/LINE
TABLE
0
DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
00'08'50"
364.38'
0.94'
o00
2
9'28'41"
364.38'
60.28
30.21'
3
N89'49'00"E
--
939.08'
M
4
N89'49'00"E
--
CD'
--
5
928'41"
364.38'
60.28'
30.21'
6
9'28'41"
364.38'
60.28'
30.21'
Q
N89'49'00"E
--1
126.41'
--
��
40+00
41+00
TGT. NO. 2
STA. 37+49.05
C FOOTHILL BLVD./CYPRESS
AVE.
FD. N & T
ELEV.= 1311.81'
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• LJ
Q L1
F- 2
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LJ LJ
Z LJ
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0190-121-12
0191-091-19
M
M
r
4 M
Q M
u
I Boom
MEN
7MG
UIiH I MEDIAN) QU
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
y 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 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG REV,
TKE JOB * 101-16
M
[ILI
M
FOOTHILL
N.
N
LI E
45+00
0191-091-38
H
N v'-
XISTIN
EM
:1pffilNAR•�
47+00
1 0191-091-39
BOULEVARD
STREET IMPROVEMENT CONSTRUCTION NOTES_
O1 CONSTRUCT 8" CURB PER CITY OF FONTANA STANDARD PLAN NO. 1000.
O2 CONSTRUCT 0.50' OF ASPHALT CONCRETE PAVEMENT OVER 1.0' MINIMUM OF
95% COMPACTED NATIVE SUBGRADE.
�3 SAWCUT EXISTING PAVEMENT.
4C CONSTRUCT 4" ELECTRICAL CONDUIT WITH PULL ROPE.
�5 CONSTRUCT 6" C900 POLYVINYL CHLORIDE PIPE, CLASS 350.
VI�
T-
M8
59
no
i
111A.
®m
M
HORZ: 1" = 40'
VERT: 1"= 4'
49+00 50+00
SURVEY CONTROL TABLE:
TGT No. NORTHING I EASTING BEARING DISTANCE
2 5151.59 1 5053.41:dN89'49'00"E 1319.26
3 5155.81 6372.67
0190-121- 01
0191-091-25
DEMOLITION NOTES:
O2 REMOVE ASPHALT CONCRETE PAVEMENT AND
UNDERLYING PCC CONCRETE PAVEMENT AS
REQUIRED.
SHOULD CONSTRUCTION OF THE _
TKE ENGINEERING, INC. STREET IMPROVEMENTS REQUIRED IMPROVEMENTS NOT COMMENCE
4446 CENTRAL AVENUEWITHIN TWO YEARS OF THE DATE OF
99RF�y, RIVERSIDE, CA 92506 FOOTHILL BOULEVARD APPROVAL SHOWN HEREON AND CARRIED W+YMBY sly
(951) 680-0440 FORTH IN A DILIGENT MANNER, THE CITY
il� ~ NO.684 ERING FAX (951) 680-0490 OLEANDER AVENUE TO SIERRA AVENUE ENGINEER MAY REQUIRE REVISIONS TO DEIGNED BY
Exp.9-30-08 THE PLANS TO BRING THEM INTO TMR
CIV %V 2z -to, CONFORMANCE WITH CONDITIONS AND cNEcKm BY
o,' �►�-\F TER Y M. REN ER R.C.E. No. 69984 PHASE II STANDARDS IN EFFECT.MPT
REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 9-30-08
O TGT. NO. 3
Q STA. 50+68.31
• FOOTHILL BLVD. JUNIPER AVE.
O FD. NAIL & WASHER
O ELEV.= 1315.85'
O
Ln
• LJ
Q W
i— _
() (n
W LSI
Z_ W LEGEND:
J u) L_l11J REMOVE AC PAVEMENT AND RECONSTRUCT 0.50'
= AC PAVEMENT OVER 1.0' MINIMUM OF 957.
U COMPACTED NATIVE SUBGRADE.
Q
GRAPHIC SCALE
An n 20 40 80 160
(IN FEET)
1 INCH = 40 FEET
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS scKE
AS SHOWN
PLAN/PROFILE SHEET DATE:
. 40+00.0 TO STA. 50+00.00 MAR. 2007
rftVm BY �'/' DATE: DRAWING NO.: 5
CURVE/LINE
TABLE
0
DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
00'08'50"
364.38'
0.94'
0.47'
2
9'28'41"
364.38'
60.28
30.21'
3
N89'49'00"E
--
939.08'
--
4
N89'49'00"E
--
753.59'
--
5
928'41"
364.38'
60.28'
30.21'
6
9'28'41"
364.38'
60.28'
30.21'
7
N89'49'00"E
--1
126.41'
--
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
y 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 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG REV,
TKE JOB * 101-16
M
[ILI
M
FOOTHILL
N.
N
LI E
45+00
0191-091-38
H
N v'-
XISTIN
EM
:1pffilNAR•�
47+00
1 0191-091-39
BOULEVARD
STREET IMPROVEMENT CONSTRUCTION NOTES_
O1 CONSTRUCT 8" CURB PER CITY OF FONTANA STANDARD PLAN NO. 1000.
O2 CONSTRUCT 0.50' OF ASPHALT CONCRETE PAVEMENT OVER 1.0' MINIMUM OF
95% COMPACTED NATIVE SUBGRADE.
�3 SAWCUT EXISTING PAVEMENT.
4C CONSTRUCT 4" ELECTRICAL CONDUIT WITH PULL ROPE.
�5 CONSTRUCT 6" C900 POLYVINYL CHLORIDE PIPE, CLASS 350.
VI�
T-
M8
59
no
i
111A.
®m
M
HORZ: 1" = 40'
VERT: 1"= 4'
49+00 50+00
SURVEY CONTROL TABLE:
TGT No. NORTHING I EASTING BEARING DISTANCE
2 5151.59 1 5053.41:dN89'49'00"E 1319.26
3 5155.81 6372.67
0190-121- 01
0191-091-25
DEMOLITION NOTES:
O2 REMOVE ASPHALT CONCRETE PAVEMENT AND
UNDERLYING PCC CONCRETE PAVEMENT AS
REQUIRED.
SHOULD CONSTRUCTION OF THE _
TKE ENGINEERING, INC. STREET IMPROVEMENTS REQUIRED IMPROVEMENTS NOT COMMENCE
4446 CENTRAL AVENUEWITHIN TWO YEARS OF THE DATE OF
99RF�y, RIVERSIDE, CA 92506 FOOTHILL BOULEVARD APPROVAL SHOWN HEREON AND CARRIED W+YMBY sly
(951) 680-0440 FORTH IN A DILIGENT MANNER, THE CITY
il� ~ NO.684 ERING FAX (951) 680-0490 OLEANDER AVENUE TO SIERRA AVENUE ENGINEER MAY REQUIRE REVISIONS TO DEIGNED BY
Exp.9-30-08 THE PLANS TO BRING THEM INTO TMR
CIV %V 2z -to, CONFORMANCE WITH CONDITIONS AND cNEcKm BY
o,' �►�-\F TER Y M. REN ER R.C.E. No. 69984 PHASE II STANDARDS IN EFFECT.MPT
REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 9-30-08
O TGT. NO. 3
Q STA. 50+68.31
• FOOTHILL BLVD. JUNIPER AVE.
O FD. NAIL & WASHER
O ELEV.= 1315.85'
O
Ln
• LJ
Q W
i— _
() (n
W LSI
Z_ W LEGEND:
J u) L_l11J REMOVE AC PAVEMENT AND RECONSTRUCT 0.50'
= AC PAVEMENT OVER 1.0' MINIMUM OF 957.
U COMPACTED NATIVE SUBGRADE.
Q
GRAPHIC SCALE
An n 20 40 80 160
(IN FEET)
1 INCH = 40 FEET
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS scKE
AS SHOWN
PLAN/PROFILE SHEET DATE:
. 40+00.0 TO STA. 50+00.00 MAR. 2007
rftVm BY �'/' DATE: DRAWING NO.: 5