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CURVE DATA
INSTALL 24" RCP
0 --CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD DWG. NO. 313-1, CASE "B"
( See sheet 4 of 4)
CONSTRUCT CATCH BASIN PER A.P.W.A. STD DWG NO. 300-2
( See sheet 4 of 4)
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6.26'
60' 66'
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10+10.66 MYRTLE P�ACE
A=80', (1357.77 INV
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APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
SUITE 150
2
10
0
0 0
- 00
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1-800
REVISIONS TO THE PLANS TO BRING THEM INTO
CORONA, CA. 92880
6
+
0
CONFORMANCE WITH CONDITIONS AND STANDARDS
LO
227-2600
IN EFFECT.
29
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128+17.69 BASELINE AVE
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04-
(w�ich� may be incorporated herein as a result
10+00.00 MYRTLE PLACE
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106
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PER CITY
DWG NO.
10+26.36
JOIN EXISTING/-.\
PROPOSED STREET IMPROVEMENT
E
EXISTING 21" SEWER
PER CITY
24" RCP
PER
CITY DWG. NO. 3063
0
.6.1
(1357.27 IPIV)
En
50
49
PROPOSED
SEWER PER CITY
DWG NO.
3076
En
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PROPOSOD
R/W PER CITY
X
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14K
54'
DWG. Nq.
3063
60
EXISTING
66'
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DOUBLE
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04
126'
PER CITY
DWG NO. 3050
12'
WIDE LANDSCAPE LOT "A"
BASELINE
AVENUE
SEE
DWG NO. 3=
;6 CONST'RUCTION NOTES
E
CURVE DATA
INSTALL 24" RCP
0 --CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD DWG. NO. 313-1, CASE "B"
( See sheet 4 of 4)
CONSTRUCT CATCH BASIN PER A.P.W.A. STD DWG NO. 300-2
( See sheet 4 of 4)
0
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A
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A
45.00'
10*00,00"
7.85'
3.94'
B
45.00'
15*50'15"
12.44'
6.26'
10
SEE DWG NO. 3050
BASELINE AVENUE
126'
60, 66'
4R, S4'
1 26'
BASELINE AVENUE
SEE DWG NO. 3050
REVISIONS Enqineer
A
11
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HORIZ: 1"= 40
VERT: 1"= 4'
1 1
GRAPHIC SCALE
40 0 20 40 80 160
1 1 504 i i
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SEE DWG NO. 3050
REMOVE BRICK AND
MORTAR PLUG
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( IN FEET
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PROPOSED
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a_ 1 inch = 40 fL
126'
PLANS PREPARED FOR
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
CENTEX HOMES
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NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
2280 WARDLOW CIRCLE
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APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
SUITE 150
2
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
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REVISIONS TO THE PLANS TO BRING THEM INTO
CORONA, CA. 92880
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CONFORMANCE WITH CONDITIONS AND STANDARDS
227-2600
IN EFFECT.
(909) 279-4000
and/or completeness of this information and shall
M WOMM DAYS BITW YW IX
not be responsible for any errors or omissions
10
SEE DWG NO. 3050
BASELINE AVENUE
126'
60, 66'
4R, S4'
1 26'
BASELINE AVENUE
SEE DWG NO. 3050
REVISIONS Enqineer
A
11
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1,7
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PROFILE
HORIZ: 1"= 40
VERT: 1"= 4'
1 1
GRAPHIC SCALE
40 0 20 40 80 160
1 1 504 i i
L--R=M— W-2 ff� I
SEE DWG NO. 3050
CL
+ +
0
( IN FEET
BASELINE AVENUE—
PROPOSED
0
PER CITY
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RECORD DOCUMENT
A
BASELINE AVENUE
10+10.66 MYRTLE P�ACE
0�
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SEE DWG NO.
A=80% (1360.14 INV)
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00
00
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Lo
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LINE "E"
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and/or completeness of this information and shall
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(w�ich� may be incorporated herein as a result
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10
W
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104
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1365.84
TC
W
00
W-
10+26.36 JOK
'A'-14', �1=5.97'
ISTING/--."1\-
PROPOSED STREET IMPROVEMENTS
24- RCP
(1358 92 INV)
04
PER
CITY DWG. NO. 3063
�m
70
PROPOSED SEWER
+
+ +
0
60' 66'
DWG. NO. 3063
PROPOSED
R/W
PER CITY
0
0 0
72
'N
30
Lo
73
3063
RECORD DOCUMENT
A
BASELINE AVENUE
PER CITY DWG NO. 3050
_:EXISTING
DOUBLE 1
+
RCB
SEE DWG NO.
12' WIDE LANDSCAPE LOT "A"
PER CITY
DWG
NO. 3050
010
12' WIDE LANDSCAPE
LOT 'A'
based on information provided by others. The
LINE "E"
Design Professional has not verified the accuracy
LINE "D"
and/or completeness of this information and shall
not be responsible for any errors or omissions
(w�ich� may be incorporated herein as a result
W
DATE
of
0 3: Li
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04 1 yl�* ,
00 04
W
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00
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70.76 TC
W=7', V=5.94'
�10+26.35 JOIN EKISTINGO
24" RCP
(1361.96 INV)
106
105
PROPOSED
SEWER
PER CITY
DWG NO.
3076
PROPOSED
R/W
PER CITY
PROPOSED SEWER
PER CITY
DWG NO. 3076
60' 66'
DWG. NO. 3063
PROPOSED
R/W
PER CITY
126'
EXISTING
DOUBLE 10'x8" RCB
WG* NO.
3063
RECORD DOCUMENT
A
BASELINE AVENUE
PER CITY DWG NO. 3050
_:EXISTING
DOUBLE 1
O'x8"
RCB
SEE DWG NO.
12' WIDE LANDSCAPE LOT "A"
PER CITY
DWG
NO. 3050
These Record Documents have been prepared
12' WIDE LANDSCAPE
LOT 'A'
based on information provided by others. The
LINE "E"
Design Professional has not verified the accuracy
LINE "D"
and/or completeness of this information and shall
not be responsible for any errors or omissions
(w�ich� may be incorporated herein as a result
DATE
Prepamd By:
city BENCHMARK
proval Date: CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING OFESS/
B.M. #361, SPIKE IN NORTH FACE OF P.P. STORM DRAIN IMPROVEMENT PLAN
Land Surveying Land Planning
#1536697E AT SOUTH WEST CORNER OF Civil Engineering
Drawn By: Scale:
BASELINE AVENUE AND SULTANA AVENUE. 8253 Sierra Avenue
0 NO. 43976 DEA 1 "= 40'
Fontana, California 9ZM M
W X
cc Exp. 6/30/05 TPL�CT NO.16085
t&% 111 5 Fax (909) 356-1795 Designed By: Date:
V�19), I'l L--- 3-2-0-0�L - LP C/ V1 �- N�' JR/DEA March 2002
David S. Hammer, R.E.E. 43976 Data CAL% Checked Dwg. No. I �3Z
4
ELEVATION: 1365.01 (e)qdres 6/30/2005) Approved: 4
RXq D H t�41 -try ENGINEER R.C. 3077