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BENCH MARK:
THE BENCHMARK FOR THIS PROJECT IS BASED ON THE
NATIONAL GEODETIC SURVEY (NGS) VERTICAL CONTROL
NETWORK. BENCHMARK NUMBER PID EV9267
DESIGNATION OF -628, ELEVATION 1006.35' (NAVD88).
BASIS OF BEARING:
SEE TITLE SHEET
PAVING LEGEND
CONCRETE SIDEWALK
TOLL FREE `4 ' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
AC PAVEMENT
m
LIVE OAK AVENUE
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
* NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
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 STANDARDS IN EFFECT.
40
o QRtiFE SSIQN9l
4 -
NO. 67512
af EXPIRATION 2
*
6-30-2019
`fT9T CIVIL
OF Cpl-�FQ
GRAPHIC SCALE
0 40 80
(IN FEET)
1 "= 40'
30" MIN
36" MAX
WELDED (TYP,)
I
EXISTING T.G. ELEVATION
SURFACE PER PLAN
120
NOTE i CONTRACTOR
ml PROTECT"
PL4CE UNLESS OTHERWISE NOTED.
4
Huitt-Zollars, Inc. Ontario
3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799
PREPARED UNDER THE SUPERVISION OF: JOHNNY MURAD
�0 67312
R.C.E.
6-30-19
EXPIRES DATE
4" AC
30" MIN
36" MAX
INSTALL TYPE 36R GRATE PER
CALTRANS STD. PLAN D778
N REMOVABLE GALVANIZED CSP
— CONNECTION BAND (4" WIDE)
0 0 0
----PERFORATED 112" DIA. HOLE/S�
112" FROM OfYd 80TTO�Yi @ 8" O. Li.
36"
CMP RISER
14 GA CMP DIAMETER PER PLAN
INV. PER
PLAN
00
27o
2 __ CMP 24" RCP PER PLAN
4
14 GA CONC. COLLAR
CONC. SLAB 2' PER CITY OF FONTANA
SLOPE TO DRAIN STD. 3022
48 40 AC LOCAL DEPRESSION DETAILS
NOT TO SCALE
CITY OF FONTANA, CALIFORNIA
STREET IMPF'�OVEMENT PLAN
DRAWN BY: PARCEL MAP 19834
-STAFF
LIVE OAK AVENUE
DESIGNED '.
FRP"TA 2+47.91 TO STA 99+44.29
CHECKED BY:
• DATE:
00
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to
N
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0
Yil=1� ■
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DATE: 0)
06/2018
D WG. NO.:
5714 5i
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101111111
BENCH MARK:
THE BENCHMARK FOR THIS PROJECT IS BASED ON THE
NATIONAL GEODETIC SURVEY (NGS) VERTICAL CONTROL
NETWORK. BENCHMARK NUMBER PID EV9267
DESIGNATION OF -628, ELEVATION 1006.35' (NAVD88).
BASIS OF BEARING:
SEE TITLE SHEET
PAVING LEGEND
CONCRETE SIDEWALK
TOLL FREE `4 ' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
AC PAVEMENT
m
LIVE OAK AVENUE
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
* NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
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 STANDARDS IN EFFECT.
40
o QRtiFE SSIQN9l
4 -
NO. 67512
af EXPIRATION 2
*
6-30-2019
`fT9T CIVIL
OF Cpl-�FQ
GRAPHIC SCALE
0 40 80
(IN FEET)
1 "= 40'
30" MIN
36" MAX
WELDED (TYP,)
I
EXISTING T.G. ELEVATION
SURFACE PER PLAN
120
NOTE i CONTRACTOR
ml PROTECT"
PL4CE UNLESS OTHERWISE NOTED.
4
Huitt-Zollars, Inc. Ontario
3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799
PREPARED UNDER THE SUPERVISION OF: JOHNNY MURAD
�0 67312
R.C.E.
6-30-19
EXPIRES DATE
4" AC
30" MIN
36" MAX
INSTALL TYPE 36R GRATE PER
CALTRANS STD. PLAN D778
N REMOVABLE GALVANIZED CSP
— CONNECTION BAND (4" WIDE)
0 0 0
----PERFORATED 112" DIA. HOLE/S�
112" FROM OfYd 80TTO�Yi @ 8" O. Li.
36"
CMP RISER
14 GA CMP DIAMETER PER PLAN
INV. PER
PLAN
00
27o
2 __ CMP 24" RCP PER PLAN
4
14 GA CONC. COLLAR
CONC. SLAB 2' PER CITY OF FONTANA
SLOPE TO DRAIN STD. 3022
48 40 AC LOCAL DEPRESSION DETAILS
NOT TO SCALE
CITY OF FONTANA, CALIFORNIA
STREET IMPF'�OVEMENT PLAN
DRAWN BY: PARCEL MAP 19834
-STAFF
LIVE OAK AVENUE
DESIGNED '.
FRP"TA 2+47.91 TO STA 99+44.29
CHECKED BY:
• DATE:
00
0
N
to
N
C
0
Yil=1� ■
N
DATE: 0)
06/2018
D WG. NO.:
5714 5i
CURVE DATA
04is
:: •!
•s - Too119
101111111
BENCH MARK:
THE BENCHMARK FOR THIS PROJECT IS BASED ON THE
NATIONAL GEODETIC SURVEY (NGS) VERTICAL CONTROL
NETWORK. BENCHMARK NUMBER PID EV9267
DESIGNATION OF -628, ELEVATION 1006.35' (NAVD88).
BASIS OF BEARING:
SEE TITLE SHEET
PAVING LEGEND
CONCRETE SIDEWALK
TOLL FREE `4 ' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
AC PAVEMENT
m
LIVE OAK AVENUE
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
* NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
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 STANDARDS IN EFFECT.
40
o QRtiFE SSIQN9l
4 -
NO. 67512
af EXPIRATION 2
*
6-30-2019
`fT9T CIVIL
OF Cpl-�FQ
GRAPHIC SCALE
0 40 80
(IN FEET)
1 "= 40'
30" MIN
36" MAX
WELDED (TYP,)
I
EXISTING T.G. ELEVATION
SURFACE PER PLAN
120
NOTE i CONTRACTOR
ml PROTECT"
PL4CE UNLESS OTHERWISE NOTED.
4
Huitt-Zollars, Inc. Ontario
3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799
PREPARED UNDER THE SUPERVISION OF: JOHNNY MURAD
�0 67312
R.C.E.
6-30-19
EXPIRES DATE
4" AC
30" MIN
36" MAX
INSTALL TYPE 36R GRATE PER
CALTRANS STD. PLAN D778
N REMOVABLE GALVANIZED CSP
— CONNECTION BAND (4" WIDE)
0 0 0
----PERFORATED 112" DIA. HOLE/S�
112" FROM OfYd 80TTO�Yi @ 8" O. Li.
36"
CMP RISER
14 GA CMP DIAMETER PER PLAN
INV. PER
PLAN
00
27o
2 __ CMP 24" RCP PER PLAN
4
14 GA CONC. COLLAR
CONC. SLAB 2' PER CITY OF FONTANA
SLOPE TO DRAIN STD. 3022
48 40 AC LOCAL DEPRESSION DETAILS
NOT TO SCALE
CITY OF FONTANA, CALIFORNIA
STREET IMPF'�OVEMENT PLAN
DRAWN BY: PARCEL MAP 19834
-STAFF
LIVE OAK AVENUE
DESIGNED '.
FRP"TA 2+47.91 TO STA 99+44.29
CHECKED BY:
• DATE:
00
0
N
to
N
C
0
Yil=1� ■
N
DATE: 0)
06/2018
D WG. NO.:
5714 5i