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120 121 122 123 124 11' = �' I 126
125
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EXIST. R/W DBL 10'x8' RCB EXISTING
PER DWG NO. 3050-7 10 SEWER
_
— — RCB
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:d MEDIAN CURBS PER
"' CITY DWG NO 3063
120 0 - 122 123 124 125 TRACT BOUNDARY 1 o
N89'S5'03"W TRACT I - BOUNDARY -
8„ GAS EXISTING 12m WATER
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»N/ PER FONTANA WATER CO.
12
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I PROPOSED STREET LIGHT (TYP) CURB & GUTTER PER 17 -~� EXISTING 17„ WATER
PER CITY DWG NO 3063 CITY DWG NO 3063 17 PER FONTANA WATER CO.
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POWER POLEEL EXISTING SIDEWALK z
PER DWG NO 3063-1r,
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ITOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
�CO.PD D,p/1 ilVI l/r
EXISTING STEEL
POWER POLE (TYP EXIST. R/W
PER DWG NO 06
75
DATE I ENGR.I CITY I DATE
a
LUT "A"
74 59
SHOULD CONSTRUCTION OF REQUNT7W PREPARED FOR:
DiPROVE ENTS NOT Co' ,w. CE 1jITHd1N YOUNG HOMES
TV70 YEARS OF THE DATE OF APPE'OVAL
SHOWN MWON AND CARIM FORTH IN A 10370 Trademark Street
DMGElff MANNFJL THE CITY ENGINEER IMY Rancho Cucamonga, Ca. 91730
REQUME REVISIONS TO THE PLANS TO (909) 477-6715
BRWG 77IEIII INTO CO 02 CE VM Fax (909) 477-6725
COMMONS AND STAX"JARM El EFFECT
BENCHMMIf
BENCHMARK NO. 361.
RAILROAD SPIKE IN NORTH FACE OF POWER POLE
NO. 1536697E AT THE SOUTHWEST CORNER OF
SULTANA AVENUE AND BASELINE AVENUE.
ELEVATION: 1365.099
4
'have
based on information provided by others. The
Design Professional has not verified ;the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
mic)
gDay be incorporated herein as resift
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lc�;fO4111
( IN FEET )
1 INCH = 40 FT.
NUA
VARIES 66' -76'
' 54'
fN0IIILI[d111 F, 1$101 l
10W ir No.43a76 9
Exp. 6/30/37
%P�y�crenL �P
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9 -
VARIES 126-145'
10' 14,
1
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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
�u (0
David S. Hammer, H.C.E. 43976 Date
(expires 6/30/2005)
CONSTRUCTION NOTES
17 CONSTRUCT 40 PCC SIDEWALK PER CITY STD. DWG. NO. 1015
(BASELINE AVENUE)
NOTE: SEE LANDSCAPE PLANS FOR PARKWAY &
MEDIAN LANDSCAPING, PIPE AND WIRE SLEEVES
NOTE. CONTRACTOR TO EXERCISE CAUTION &
PROTECT ALL UTILITIES
THE REALIGNMENT OF EXISTING FACILITIES AND THE CONSTRUCTION OF
CURB AND GUTTER , PAVEMENT AND MEDIAN TO BE PER CITY OF
FONTANA DWG. 3063. THE SIDEWALK BETWEEN VILLAGE PARKWAY
AND BEECH AVENUE ARE TO BE CONSTRUCTED PER THESE PLANS,
AND TRACT NO 16403-1.
VARIES 60'-69'
VARIES 48'-57'
3'-13'
EXISTING A.C. PVM'T. —/
BASELINE AVENUE TYPICAL SECII0N
STA. IGiTI.N N� M W+,%14
UTZ
T1=10.5
QRpFESS/O
r1z"I'll
SHAf
Z
u,,, No. 43976 m
* Exp. 6/30/05
Cl V 1 - ��\P
F0F CALIF/
SORUU111-1
N'LY BDRI'.
TR MW
12' 10' PROPOSED
L.S. t �� GARDEN WALL
3
6'
2„
ot 27.A/N
2% i A �
L PROPOSED 40 THICK MEANDERING
PCC SIDEWALK
EXISTING CURB & GUTTER
PER CITY DWG. 3063
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT L S
DRAWN BY.
SCALE:
TRACT 0. 16403
E
DESIGNED BY: AVENUE DATEJUNE, 2003
CHECKED PR BY: , �3 DRAWING NO.: 9
SH
CITY ENGINEER R.C.E. 51152 1 3366 10
M_\dwa\ 15908\street\ 18403 \ 16403-5,79_dwn