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A
170.00'
a:
28°04 21
83.28'
42.50'
B
38.00'
233°07'48"
154.62'
C
500.00'
08'06'41 "
70.78'
35.45'
D
500.00'
08'06'41 "
70.78'
35.45'
E
62.00'
53'07'48"
57.49'
31.00'
F
518.00'
08'06'41 "
73.33'
36.73'
G
482.00'
08'06'41 "
68.24'
34.17'
H
482.00'
08'06'41 "
68.24'
34.18'
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518.00
08'06'41 "
73.33'
36.73'
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25.00'
86°28'43"
37.73'
23.51'
Drawn By:
DEA/JK/WF
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TRACT NO. 1�0-1
Scale:
1 "=40"
Fontana, California 92335 oWc Exp, 6/397 m
�,LINGTON
TREET
�• DEPRESSION
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01
NTS
N
N PLAINS PREPARED FOR No REVISIONS
/A ORA /N
UM�-gr� Sere Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CORMAN LEIGH COMMUNITIES
v NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
E
ORE
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 42346 RIO NEDO
CD v., o l
Cab TOLL FREE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE "L"
REVISIONS TO THE PLANS TO BRING THEM INTO TEMECULA, CA 92590
v '- CONFORMANCE WITH CONDITIONS AND STANDARDS
227_280Q IN EFFECT. (909) 296-5070
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0- TWO WORKM DAYS BEFORE YOU DIG
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� PROPOSED 30" R.C.P. STORM DRAIN
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— J 32' 32' - - - - _ - — - - - -- - -- - -
SEE LEFT HEREON
� �' � ��� � STREET
9
64
1 ° WESTGATE DRIVE
SEE SHT 5
CONSTRUCTION NOTES
(11 INSTALL 5800 LUMEN HPSV STREET LIGHT (70
WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES �8 ----ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
SHALL BE MARBELITE OR APPROVED EQUAL.
PER CITY STD. DWG # 1016 g INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE 10 INSTALL STREET SIGN PER CITY STD. DWG.
NO. 139 LEGEND`
(SEE GENERAL NOTES 31 & 32)
13 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STDS DWG. 313-1 INDICATES PROPOSED A.C. PAVEMENT
CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG, NO. 1003 "B"
CASE (SEE SHEET 10 OF 10)
6 CONSTRUCT 4" PCC SIDEWALK PER CITY STD.
DWG. NO. 1015 14 CONSTRUCT CATCH BASIN PER A,P.W.A.
STDS DWG 300-2
(SEE SHEET 10 OF 10)
15 INSTALL 30" R.C.P.
19 CONSTRUCT JUNCTION STRUCTURE PER
APWA STD DWG 331-2 (SEE SHEET 10 OF 10)
BENCHMARK
Prepared By:
CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING $SHg°��<
B.M. #361, SPIKE IN NORTH FACE OF P.P.
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p �+ l � � / /-�`' PLANS /� �+
STREET/STORM DRAIN IMPROVEMENT 1- LANS
#1536697E AT SOUTH WEST CORNER O F
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Civil Engineering - Land Surveying - Land Planning
BASELINE AVENUE AND SULTANA AVENUE,
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N, 8253 Sierra Avenue L
N°, 43976
Drawn By:
DEA/JK/WF
i
TRACT NO. 1�0-1
Scale:
1 "=40"
Fontana, California 92335 oWc Exp, 6/397 m
�,LINGTON
TREET
110113n6-1815 Fax (909) 356-1795 * *
Designed By:
,. --
Date:
�q
JF/JM/JR
A STOR IN
February, 200
J Z- _d CIVIL �ti�
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David S. Hammer, A.C.E. 43976 Date L7�ALa=f�¢
Checked By:
A��roved: - 2-12Dwg.
Na
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ELCYR I ICAV: I -7'-r. V I
(expires 6/30/2005]
DH RGA
CITY ENGINEER R.C.E. "51152
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