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TRACT 16271-1
CLEVELAND DRIVE
SEE SHEET 3
W
P 64'
INDICATES PROPOSED A.C. PAVEMENT
® INDICATES REMOVE EXISTING A.C. PAVEMENT
® INDICATES OVERLAY EXISTING A.C.PAVEMENT
LIMITED USE AREA (SIGHT DISTANCE)
REV. I REVISION DESCRIPTION
ECO,PD /0i?414111111:�'
8"
9
NLI 16 NOCT01'12V !3 14.6211
32'
20'
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ILo
to
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JOSS I
EXISTING FIRE HYDRANT I 18+13.12 CLEVELAND DR.=
22+78.46 LIME AVENUE
1315.50 FS
LIME AVENUE
TRACT NO.
0
d
RADIUS LENGTH TANGENT
A 90'02'40"
30.00' 47.15' 30.02'
o ~_1d
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30.00' 47.10' 29.98'
U
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LIMITED
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61
USE AREA
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FUTURE CURB & G R¢ o z
EXISTING 8" SEWER PER
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CITY DWG NO.
1158 17+63.16 BCR
3
Q
17
5 1315.68 TC
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1 LOT'A'
r
INDICATES PROPOSED A.C. PAVEMENT
® INDICATES REMOVE EXISTING A.C. PAVEMENT
® INDICATES OVERLAY EXISTING A.C.PAVEMENT
LIMITED USE AREA (SIGHT DISTANCE)
REV. I REVISION DESCRIPTION
ECO,PD /0i?414111111:�'
8"
9
NLI 16 NOCT01'12V !3 14.6211
32'
20'
� M
ILo
to
z
JOSS I
EXISTING FIRE HYDRANT I 18+13.12 CLEVELAND DR.=
22+78.46 LIME AVENUE
1315.50 FS
LIME AVENUE
TRACT NO.
16271 CURVE DATA
d
RADIUS LENGTH TANGENT
A 90'02'40"
30.00' 47.15' 30.02'
B 89'57'20"
30.00' 47.10' 29.98'
DATE I ENGR.I CITY I DATE
T
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SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WrIM
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DIIIIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
32'
20'
om LIMITED
USE AREA
CNco
+
N 17+63.08 ECR
3 1316.04 TC
99
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) 833-7851)
BENCHMARK
24+00
25+00
26+00
27+00
z MILLER AVENUE
w g FUTURE CURB &GUTTER 27+71.21 CL INTERSECTION LIME AVENUE
^Jd- �w
8� It z FUTURE SIDEWALK I
¢ 02 qw z
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EXISTING R/W U z ''- `'' n EXISTING 8" SEWER PER
5 N w m¢ 0 w CITY DWG NO. 1158
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14
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
EXISTING EDGE V
PAVEMENT f LEFT
•_3 ---
EXISTING IMPROVEMENTS
PER CITY DWG# 3175
-EXISTING 8" WATER t
RECORD DnCLIA4 NT
Ef These Record Documents have been prepared
based on information provided by others. The � No. 439=: M
Design Professional has not verified the accuracy
and/or completeness of this information and shall
aot be responsible for any errors or omissions��
ich`, m be incorporated herein as a result
CONSTRUCTION NOTES
1�- CONSTRUCT 4' AC PAVEMENT (MIN) OVER 12' OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
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
7 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
14 SAWCUT AND REMOVE EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN, DETAIL ON SHEET 2
15 GRIND AND OVERLAY EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN, DETAIL ON SHEET 2
16 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
17 GRADE EXISTING GROUND AS NECESSARY TO DRAIN
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
FESS/
S. H'I
Z DRAWN BY:
Lo No. 43976 ,� AE
* Exp. 6/30/05 * DESIGNED BY:
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GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
PROFILE
HOM 1' = 40'
VERT:1"= 4'
160
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
TRACT NO. 16271-1 SCALE:
LIME AVENUE -1"--40'
FRdM sn t Sly OF MUM AVENUE DATE:
//TO 668' ZY AVENUE DECEMBER, 2003
APP VED BY: DRAWING NO.:61/ 8
f1 - �,
CITY ENGIN R R.C.E. 51152 �'� 7 8
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