HomeMy WebLinkAbout4851-3C.P. NO. 12
STA. 10+00.00/ 12+92.21
12+92.21
1 SIERRA AVE. LERNER LN.
FD. NOTHING
LEGEND:
�. ''11.1 EXISTING PCC CONCRETE
EXISTING DECORATIVE ASPHALT CONCRETE PAVEMENT
PROPOSED PCC CONCRETE
PROPOSED LANDSCAPE AREA PER ONSITE
LANDSCAPE PLANS SHEETS 24 TO 36
PROPOSED DECORATIVE ASPHALT CONCRETE PAVEMENT
v v PROPOSED PCC DECORATIVE CONCRETE
Underaround 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
Uutry is U i T ur rui
TKE JOB #: 101-49
REV.
-(610
10+00
0
'I III
SIERRA AVENUE
+
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CURVE/LINE
TABLE
®
DELTA/BEARING
RADIUS
LENGTH
TANGENT
Elm
limmiaImmimimmillimill
-1
105.61'
--
15 mmg�mm
•
68.89'
r.
10.21'
e
16'51918"
68.89'
10.21'
4
N89047910"E
--
�■��ai■jai■ai■
--
5
24013'00"
56.00'
23.67'
mm■■■rar■
6
OWN
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lN
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all
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11+00 12+00 13+00 14+00 15+00
LERNER LANE
TKE ENGINEERING, INC.
�9( 2305 CHICAGO AVENUE
�{ RFti RIVERSIDE, CA 92507
c� ;a(951) 680-0440
p
E�.9-30-12 (951
i� ERING FAX 680-0490
)
CiVI%.
CALIF TERRY . RENNER R.C.E. No. 69984
EXPIRES: 9-30-12
SEE SHEET 6
WHEELER AVENUE
C.P. NO. 13
STA. 14+16.79
CL WHEELER A�
FD. NOTHING
SEE STORM RAIN
IMPI�OVEME
PLANS, SHEET 1,
DWG. NO. 4850
A. 12+91:76
w ■.mow
CURVE/LINE
TABLE
®
DELTA/BEARING
RADIUS
LENGTH
TANGENT
Elm
mis
-1
105.61'
--
15 mmg�mm
16051918
68.89'
20.26'
10.21'
3
16'51918"
68.89'
10.21'
4
N89047910"E
--
�■��ai■jai■ai■
--
5
24013'00"
56.00'
23.67'
mm■■■rar■
6
16'26'15"
i
smom's
11.74'
7
N89047'1 WE
--
70.80'
--
8
19'24'36"
60.23'
20.40
10.30'
9
19'24'36"
60.23'
20.40'
10.30'
■�I■��'d�F�l■t�■■■■Fk'A
901100'00"
15.00'
23.56'
15.00'
11
90000900"
15.00'
23.56'
fil�il�G��l�
12
N89047910"E
--
96.14'
--
13
89'57'15" 1
PLO
1 -4Y -T
19.98'
��9E�■9�P�9E�8
iffC'IIG+f����l
•
w-mmufflosem.
11+00 12+00 13+00 14+00 15+00
LERNER LANE
TKE ENGINEERING, INC.
�9( 2305 CHICAGO AVENUE
�{ RFti RIVERSIDE, CA 92507
c� ;a(951) 680-0440
p
E�.9-30-12 (951
i� ERING FAX 680-0490
)
CiVI%.
CALIF TERRY . RENNER R.C.E. No. 69984
EXPIRES: 9-30-12
SEE SHEET 6
WHEELER AVENUE
C.P. NO. 13
STA. 14+16.79
CL WHEELER A�
FD. NOTHING
SEE STORM RAIN
IMPI�OVEME
PLANS, SHEET 1,
DWG. NO. 4850
A. 12+91:76
w ■.mow
STREET/GRADING CONSTRUCTION NOTES:
U2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.
O4 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH AS SHOWN.
U5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.
PLAN NO. 1003, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO
GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES.
O6 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002.
U7 CONSTRUCT 5' CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403.
10 CONSTRUCT CURB RAMP, CASE D. TYPE 2, PER STANDARD PLANS FOR PUBLIC
WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE
OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING
TRUNCATED DOMES.
23 CONSTRUCT DECORATIVE ASPHALT CONCRETE PAVEMENT TO MATCH EXISTING PATTERN
AND COLOR.
@FONTANA WATER COMPANY TO CONSTRUCT 2" IRRIGATION WATER METER. CONTRACTOR TO
COORDINATE CONSTRUCTION WITH FONTANA WATER COMPANY.
GRAPHIC SCALE
40 0 20 40 80
SURVEY CONTROL TABLE:
C.P. No. NORTHING EASTING BEARING DISTANCE
12 4031.77 4915.29 N89'47'44"E 416.79'
13 4033.26 5332.07
STREET IMPROVEMENT PLANS
LERNER LANE
SIERRA AVENUE TO WHEELER AVENUE
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON MRAYM BY:
AND CARRIED FORTH IN A DILIGENT TMR
MANNER, THE CITY ENGINEER MAY Da"m BY:
REQUIRE REVISIONS TO THE PLANS TO TMR
BRING THEM INTO CONFORMANCE WITH CHEcm BY:
CONDITIONS AND STANDARDS IN EFFECT. TMR
HORZ: 1" = 40'
\/FRT- 1" = 4'
160
(IN FEET)
1 INCH = 40 FEET
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
LERNER LANE
ASSHOWN
7-1\ STREET IMPIj!�},V�MENT PLAN/PROFILE DAM
DATE:
<p - Z-9=1/0
OCT. 2010
gtAwING No.: �
4851
CURVE/LINE
TABLE
®
DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
S89'47'10"W
--
105.61'
--
2
16051918
68.89'
20.26'
10.21'
3
16'51918"
68.89'
20.26'
10.21'
4
N89047910"E
--
4.01'
--
5
24013'00"
56.00'
23.67'
12.01'
6
16'26'15"
81.29'
23.32'
11.74'
7
N89047'1 WE
--
70.80'
--
8
19'24'36"
60.23'
20.40
10.30'
9
19'24'36"
60.23'
20.40'
10.30'
10
901100'00"
15.00'
23.56'
15.00'
11
90000900"
15.00'
23.56'
15.00'
12
N89047910"E
--
96.14'
--
13
89'57'15" 1
20.00'
1 -4Y -T
19.98'
STREET/GRADING CONSTRUCTION NOTES:
U2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.
O4 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH AS SHOWN.
U5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.
PLAN NO. 1003, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO
GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES.
O6 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002.
U7 CONSTRUCT 5' CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403.
10 CONSTRUCT CURB RAMP, CASE D. TYPE 2, PER STANDARD PLANS FOR PUBLIC
WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE
OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING
TRUNCATED DOMES.
23 CONSTRUCT DECORATIVE ASPHALT CONCRETE PAVEMENT TO MATCH EXISTING PATTERN
AND COLOR.
@FONTANA WATER COMPANY TO CONSTRUCT 2" IRRIGATION WATER METER. CONTRACTOR TO
COORDINATE CONSTRUCTION WITH FONTANA WATER COMPANY.
GRAPHIC SCALE
40 0 20 40 80
SURVEY CONTROL TABLE:
C.P. No. NORTHING EASTING BEARING DISTANCE
12 4031.77 4915.29 N89'47'44"E 416.79'
13 4033.26 5332.07
STREET IMPROVEMENT PLANS
LERNER LANE
SIERRA AVENUE TO WHEELER AVENUE
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON MRAYM BY:
AND CARRIED FORTH IN A DILIGENT TMR
MANNER, THE CITY ENGINEER MAY Da"m BY:
REQUIRE REVISIONS TO THE PLANS TO TMR
BRING THEM INTO CONFORMANCE WITH CHEcm BY:
CONDITIONS AND STANDARDS IN EFFECT. TMR
HORZ: 1" = 40'
\/FRT- 1" = 4'
160
(IN FEET)
1 INCH = 40 FEET
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
LERNER LANE
ASSHOWN
7-1\ STREET IMPIj!�},V�MENT PLAN/PROFILE DAM
DATE:
<p - Z-9=1/0
OCT. 2010
gtAwING No.: �
4851