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These_ Rekord Documents have been prepared cV
32' - - 328 .- 27' 27' C o J�®��, ,`C,
based ort information provided by ethers. The
C)esin Professional has not verified tltt accrzracY 64' +� 54 p"?` Giro ��j F� ��0
formation and shalt N t, rp
and/or completeness of this �n ARLINGTON T �� 1\ tK G tK
p WESTGATE DRIVE 16 FAIRHAVE R
not be responsible for any errors or emissions SEE SHT 5
Lye ated herein as a result 9 SEE SHT 7
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which may e tncorpor
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i
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
CORMAN LEIGH COMWNITIES
42346 RIO NEDO
SUITE "L"
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UrderTound Service Alert
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CONSTRUCTION NOTES
1-
227_2
•
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT.
------
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---
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INSTALL 5500
LUMEN HPSV STREET
LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES
8
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109'Q�S�
))
s'
6 p N
SHALL BE MARBELITE
OR APPROVED
EQUAL. PER CITY STD. DWG # 1016
g
INSTALL STOP SIGN PER CITY STD, DWG. NO. 139
10/v
2'
29
(RP�S`�
CONSTRUCT 4"
AC PAVEMENT (MIN.)
OVER 12" OF 95% COMPACTED NATIVE
10
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
LOCAL DEPRESSION DETAIL
(SEE GENERAL
NOTES 31 & 32)
13
)a
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STDS. DWG 313-1, CASE E3
AT CUL-DE-SAC
CONSTRUCT 6"
PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
(SEE SHEET 10 OF 10)
NTS
U
20
CONSTRUCT PARKWAY DRAIN PER APWA STD DWG NO 151-1
6 —
CONSTRUCT 4"
PCC SIDEWALK PER
CITY STD. DWG. NO. 1015
21
CONSTRUCT CONCRETE CHANNEL PER PARKWAY DRAIN SECTION A -A (SEE SHEET 1 OF 10)
PLANS
is ■.E f l s ED FOR REVISIONSEngineer CityBENCHMARK
B.M.SPIKE!. A, 1,.. P.P.
#1536697E AT SOUTHCORNER
BASELINE AVENUE AND SULTANA AVENUE.
4
fi�- av�r��
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
MZ4•l_r_
Le
0
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
CORMAN LEIGH COMWNITIES
42346 RIO NEDO
SUITE "L"
a
v
UrderTound Service Alert
o� Y� -�.
o
!
1
iv
1-
227_2
•
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT.
TEMECULA, CA 92590
(909) 296-5070
0
2
TWQ WMI?C DAYS BEFORE YOU DIG
B.M.SPIKE!. A, 1,.. P.P.
#1536697E AT SOUTHCORNER
BASELINE AVENUE AND SULTANA AVENUE.
4
fi�- av�r��
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
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LEGEND I
INDICATES PROPOSED A.C. PAVEMENT
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
' 90 356- 815 Fax (909) 356-17954
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
PROFILE
H ORI Z. 1 "= 40'
VERT: 1 "= 4'
ESS
CITY OF FONTANA, CALIFORNIA
QgpFIDH
�
�� s "A'"�F �y� STREET IMPROVEMENT PLANS
Drawn By: Scale:
No. 43976 DEA/JK/WF TRACT NO.15990 1 "=40"
Exp, 6/30/05 * Designed By: AFINGTO T Date:
�� civic_ tie JF/JM/JR February, 2002
FOS CALIF Checked By:
Approved: 2 p ' Dwg. Na. Q
DN CITY ENGINES R.C.E. 51152 2991