HomeMy WebLinkAbout3537-5FU- I LJi h
03 N � M
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CASE "B", W=14', H=4"
CATCH BASIN # 1 DETAIL
STA 13+03.00
NOT TO SCALE
TOLL FREE 'Emm" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
EXISTING CURB TO BE REMOVED
SEE SHEET 7
10+00.00 ADAMS LANE=
11+55.46 SULTANA AVENUE
(1303.09 FS)
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00 K)
CD M
REV.
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O
10+00
SULTANA AVENUE
SEE SHEET 7
64'
32'
REVISION DESCRIPTION
�PEC'DR,C, 0/�',41' 1111ec
E
s
11+00
JLIMITED
16271 CURVE DATA
FUSE
AREA
I
{U- LJi
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30.00'
47.10'
29.97'
C)
N n
N30
N
JOIN EXISTING
U
~
1 39.27'
12+05.38 ECR0+45.00
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FU- I LJi h
03 N � M
O -* O
M
CASE "B", W=14', H=4"
CATCH BASIN # 1 DETAIL
STA 13+03.00
NOT TO SCALE
TOLL FREE 'Emm" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
EXISTING CURB TO BE REMOVED
SEE SHEET 7
10+00.00 ADAMS LANE=
11+55.46 SULTANA AVENUE
(1303.09 FS)
LJi. FU -
00 K)
CD M
REV.
0o
O
10+00
SULTANA AVENUE
SEE SHEET 7
64'
32'
REVISION DESCRIPTION
�PEC'DR,C, 0/�',41' 1111ec
E
s
11+00
JLIMITED
16271 CURVE DATA
FUSE
AREA
RADIUS
12
36
35
30.00'
47.10'
29.97'
C)
30.00'
LIMITED
29.99'
JOIN EXISTING
USE AR
A
1 39.27'
12+05.38 ECR0+45.00
FU-
li
(1303.96 TC)
BCR
5
1304.93 TC
� t
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PH—
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-
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00
o
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4 PROPOSED R/W
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10
TRACT NO.
16271 CURVE DATA
A
RADIUS
LENGTH
TANGENT
A 89'5656"
30.00'
47.10'
29.97'
B 89'59'10"
30.00'
47.12'
29.99'
C 90'00'00" 1
25.00'
1 39.27'
25.00'
DATE I ENGR.I CITY I DATE
EE
ADAMS` LANE
SHOULD CONSTRUCTION OF REQUMM
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DU IGBNT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
JOHNSON WAY
SEE SHEET 4
64'
32' 32'
0' 20'
O �
EC
�C�14 BC
20 19 W�U- 11 'o
PROPOSED 8" SEWER —+
rn
PER CITY WG N0. -, +o I) i , 47
d- ►�,
10+45.00 BCR ^ r EC
1307.71 TC
% 46
—80 w
►POSED 8" WATER 45
OTHERS
m
O
42 0 � 43 44
BASIS OF BEAEVVGS:
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
--/ RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Ld
Professional has not verified the accuracy
completeness of this information and shall
responsible for any errors or omissions
may be incorporated herein as a result
O— —O
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
PROFILE
VERT: i' = r
GRAPHIC SCALE
40 0 20 40 80 160
ir N0.4397 r .
y
EXP -6/.3o
IN FEET )
1 inch = 40 ft.
1�— CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
3 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W-8'
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
CONSTRUCT CATCH BASIN PER A.P. W.A. STD. DWG. NO. 300-2, PER DETAIL ON 5 H E E T 2
(WIDTH AS SHOWN ON PLAN)
99 — CONSTRUCT LOCAL DEPRESSION PER A.P,W.A. STD. DWG. NO. 313-1, PER DETAIL QN SHEET 2
(CASE AS SHOWN ON PLAN)
10 INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMINAIRE
11 INSTALL STOP SIGN, PAINT STOP BAR & LEGEND PER CITY STD. DWG. NO. 139 & CALTRANS SIDS.
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
12�1q—
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
CASE "B", W=14', H=4"
CATCH BASIN # 2 DETAIL
STA 13+03.00
NOT TO SCALE
QRof ESS /0
HgM%��'G
co
DRAWN BY.
2
w No. 43976 7 AE
°r_Exp. 6/30/05 DESIGNED BY.-
AE
Y:AE
C i V i L EI
BY:
FOF CALkFo �I asm
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
SCALE: "
TRACT N0. 16271-1 1 =40
AMS LANE DATE.
�DECEMBER, 2003
AP OVED BY•DRAWING NO.: 5
- Z� .
CITY ENGINEER R.C.E. 51152 8
Filename: m: \dwg\ 12908\street\ 16271-1 \ 16271-1—ST05.dwg
10+00.00 JOHNSON WAY=
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Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
12�1q—
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
CASE "B", W=14', H=4"
CATCH BASIN # 2 DETAIL
STA 13+03.00
NOT TO SCALE
QRof ESS /0
HgM%��'G
co
DRAWN BY.
2
w No. 43976 7 AE
°r_Exp. 6/30/05 DESIGNED BY.-
AE
Y:AE
C i V i L EI
BY:
FOF CALkFo �I asm
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
SCALE: "
TRACT N0. 16271-1 1 =40
AMS LANE DATE.
�DECEMBER, 2003
AP OVED BY•DRAWING NO.: 5
- Z� .
CITY ENGINEER R.C.E. 51152 8
Filename: m: \dwg\ 12908\street\ 16271-1 \ 16271-1—ST05.dwg