HomeMy WebLinkAbout3537-4TOLL FREE -qmmmlw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
14+05.90 BC
1306.29 TC
1306.46 TC
43
oil
1306.82 TC
44 ,D
10+00.00 JOHNSON WAY=
15+06.50 ADAMS LANE
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-------------
-4 HORMi=w_
10+00 11+00 12+00 13+00 14+00 15+00 VM.- i'' 4P
ADAMS LANE
SEE SHEET 5
64'
32'
32'
BY OTHERS
20'
20'
LENGTH
N
12
co
R(
m
B 110'2826
�
115.69'
A
I
o
o •-
70.69'
45.00'
1 ori r`
25.00' 1
39.27'
° o19
1
14+61.50 ECR PROPOSED R/W
18 17
1306.92 TC PROPOSED 8" SEWE R _
PER CITY DWG NO 3
D--- �--- -- -- --
7 C
5
tc
10i`
-I - - -
A° 5 2 7
45 � - -�
46
TRACT NO.
16271 CURVE DATA
BY OTHERS
Q
RADIUS
LENGTH
TANGENT
A 10'14'013
110.00'
19.65'
9.85'
B 110'2826
60.00'
115.69'
86.45'
C 90'00'00"
45.00'
70.69'
45.00'
D 90'00'00"
25.00' 1
39.27'
1 25.00'
REV. I REVISION DESCRIPTION I DATE I ENGR.I CITY I DATE
PROPOSED 8" WATER
\-PROPOSED FIRE
HYDRANT
49
10+00.00 CLEVELAND DRIVE=
n LOE3~ 13+66.03 JOHNSON WAY
Lo o
+ M m " `� 15
"� 0 16 0
_ _
M M
11A
—
—N_JC_ N 10 11 1 i
10+45.00 p%o B M
PROPOSED R/W 1311.56 TC
50 51
JOHNSON WAY
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHt111
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT JL4NNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
20'-;11
32' 1
BC
1311.63 TC
°
12
EC
1 64' A
CLEVELAND DRIVE
SEE SHEET 3
BASIS OF BEARINGS:
THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS
N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS,
PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO.
PREPARED FOR:
The Stratham Group
2201 Dupont Drive, Suite 300
Irvine, CA 92612
(949) 833-1554 ext.226
(949) 833-7853
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 361.
RAILROAD SPIKE IN NORTH FACE OF POWERPOLE
NO. 1536697E AT THE SOUTHWEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE
ELEVATION: 1365.01
1311.97 TC
11+00.60 BC
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
CONSTRUCTION NOTES
Ol — CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
1122 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
7 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
10 INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMINAIRE
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
Prepared By:
3: ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(� 1 (909) 356-1815 Fax (909) 356-1795
fi1�J �• �J1�-- lz-t�-o3
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
QROf ESS /0
2�`OJW
Z
w No. 43976 m
(- Exp. 6/30/05
-' C M I ��\P
F OF CA L F os
lei
rDes'ign
se Recofrd Documents have been prepared
ed on informa on provided by others. The
LProfessionay has not verified the accuracy ���
/or comp9emness of thus information and shail
x.437
be responsible for any errors or onai;ssions � wn
gip. 6/30/07
incorporated herein as a result
.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY. SCALE:
AE TRACT N0. 16271-1 1"=40'
DESIGNED BY:DATE:
AE � dOHN N WAY DECEMBER, 2003
CHECKBY:ED ,PPR D BY: � Zl DRAWING NO.: �,
4 I
CITY ENGINEER R.C.E. 51152 3537 8
Filename: m:\dwg\12908\street\16271-1\16271-1-ST04.dwg
BY OTHERS
0
47
W v 48
Ea M
tp
F -
°p
oM
m
0
+ o
•- M
\-PROPOSED FIRE
HYDRANT
49
10+00.00 CLEVELAND DRIVE=
n LOE3~ 13+66.03 JOHNSON WAY
Lo o
+ M m " `� 15
"� 0 16 0
_ _
M M
11A
—
—N_JC_ N 10 11 1 i
10+45.00 p%o B M
PROPOSED R/W 1311.56 TC
50 51
JOHNSON WAY
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHt111
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT JL4NNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
20'-;11
32' 1
BC
1311.63 TC
°
12
EC
1 64' A
CLEVELAND DRIVE
SEE SHEET 3
BASIS OF BEARINGS:
THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS
N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS,
PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO.
PREPARED FOR:
The Stratham Group
2201 Dupont Drive, Suite 300
Irvine, CA 92612
(949) 833-1554 ext.226
(949) 833-7853
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 361.
RAILROAD SPIKE IN NORTH FACE OF POWERPOLE
NO. 1536697E AT THE SOUTHWEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE
ELEVATION: 1365.01
1311.97 TC
11+00.60 BC
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
CONSTRUCTION NOTES
Ol — CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
1122 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
7 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
10 INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMINAIRE
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
Prepared By:
3: ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(� 1 (909) 356-1815 Fax (909) 356-1795
fi1�J �• �J1�-- lz-t�-o3
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
QROf ESS /0
2�`OJW
Z
w No. 43976 m
(- Exp. 6/30/05
-' C M I ��\P
F OF CA L F os
lei
rDes'ign
se Recofrd Documents have been prepared
ed on informa on provided by others. The
LProfessionay has not verified the accuracy ���
/or comp9emness of thus information and shail
x.437
be responsible for any errors or onai;ssions � wn
gip. 6/30/07
incorporated herein as a result
.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY. SCALE:
AE TRACT N0. 16271-1 1"=40'
DESIGNED BY:DATE:
AE � dOHN N WAY DECEMBER, 2003
CHECKBY:ED ,PPR D BY: � Zl DRAWING NO.: �,
4 I
CITY ENGINEER R.C.E. 51152 3537 8
Filename: m:\dwg\12908\street\16271-1\16271-1-ST04.dwg