HomeMy WebLinkAbout3077-20
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E
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PROPOSED STREET IMPROVEMENTS
PER CITY DWG. NO. 3063
120+63.71 BASELINE AVE.
10+10.66 BIRCH TRE PLACE
A=80% (1353.04 INV
I
EXISTING CMP
I
I
EXISTING 21" SEWER
I
120+61.69 BASELINE AVE. I
10+00.00 BIRCH TREE PLACE I
I
SEE DWG NO. 3050
BASELINE AVENUE
126'
60' 66'
dAR A'
w
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m W m W
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M N co Z
co N W Z_
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r r r
07
A i + to
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1363.16 TC
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W=10 , V=6'
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10+26.39
JOIN EXISTING 24 RCP 4
° (1354.68 INV)
14 13
i PROPOSED SEWER PER CITY DWG NO. 3076
EXISTING
DOUBLE 10'x8" RCB
1'26' PER CITY DWG NO. 3050
PROPOSED R/W PER CITY
BASELINE AVENUE DWG. NO. 3063
SEE DWG NO. 3050 12' WIDE LANDSCAPE LOT "A"
LINE "A"
I DOUBLE 10'x8" RCB
11 6 ' i 6' i PER CITY DWG NO. 3050
126, PROPOSED R/W PER CITY
DWG. NO. 3063
ARECORD DOCUMENT BASELINE AVENUE 12' WIDE LANDSCAPE LOT "A"
SEE DWG NO. 3050
These Record Documents have been prepared
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 LINE B
c yhhbe incorporated herein as a result
DATE
REVISIONS Engineer City BENCHMARK
APPrQval Date: Approval Date:
Z- I'i1r•
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION 1365.01
GRAPHIC SCALE
40 0 20 40 80 1E
(
IN FEET )
1 inch = 40 ft.
CURVE DATA
N
O
BASELINE AVENUE
0
PLANS PREPARED FOR
14
w
45.00'
10'00'00"
n
UrlderWaxid SwVICQ Awi
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
CENTEX HOMES
11
12.44'
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
2280 WARDLOW CIRCLE
°
oC D TOLL �E
CARRIEDPROVAL SHOWN HEREON AND A
SUITE 150
W
m
DL GENT MANNER THE CITY ENGINEER MAY REQUIRE
W
1-800
REVISIONS TO THE PLANS TO BRING THEM INTO
CORONA, CA. 92880
CONFORMANCE WITH CONDITIONS AND STANDARDS
6C'
227-2600
IN EFFECT.
(909) 279-4000
0
L
TWO WORKING DAYS BITORE YOU OIG
-
I DOUBLE 10'x8" RCB
11 6 ' i 6' i PER CITY DWG NO. 3050
126, PROPOSED R/W PER CITY
DWG. NO. 3063
ARECORD DOCUMENT BASELINE AVENUE 12' WIDE LANDSCAPE LOT "A"
SEE DWG NO. 3050
These Record Documents have been prepared
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 LINE B
c yhhbe incorporated herein as a result
DATE
REVISIONS Engineer City BENCHMARK
APPrQval Date: Approval Date:
Z- I'i1r•
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION 1365.01
GRAPHIC SCALE
40 0 20 40 80 1E
(
IN FEET )
1 inch = 40 ft.
CURVE DATA
N
O
BASELINE AVENUE
0
L
T
w
45.00'
10'00'00"
7.85'
3.94'
B
11
11
12.44'
I
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N
L,
hi,
W
m
W
a-
a
6C'
I6'
N
-
(0
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4
8'i
54
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cv
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PROPOSED STREET IMPROVEMENTS
i
+
+
+
PER CITY DWG. NO. 3063
I
i
I
0
0
5
0
16
I
I
LO
30
•�
'
o
10
123+15.71 BASELINE AVE.
'
I'
10+10.66 MAGNOLIA PLACE
A=80% (1354.32 INV)
�
III
LU
to
123+13.69 BASELINE
10+00.00 MAGNOLIA PLACE
w
EXISTING CMP
M
N
3 �
ao
N
Z
'
U111
Q
I
I
i
Lnio
ao
EXISTING
EXISTING 21" SEWER
I
i
Ln
W in
w
_
I
I
i
B
2
Q
W
I
.i
�Cn
W
III
I.
3
4 10+26.38 i
i
I I
, i
1363.16 TC
JOIN EXISTING 24�� RCP
i
• i
W=10', V=5.97
(1355.90 INV)
III
III
I
28
27
I DOUBLE 10'x8" RCB
11 6 ' i 6' i PER CITY DWG NO. 3050
126, PROPOSED R/W PER CITY
DWG. NO. 3063
ARECORD DOCUMENT BASELINE AVENUE 12' WIDE LANDSCAPE LOT "A"
SEE DWG NO. 3050
These Record Documents have been prepared
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 LINE B
c yhhbe incorporated herein as a result
DATE
REVISIONS Engineer City BENCHMARK
APPrQval Date: Approval Date:
Z- I'i1r•
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION 1365.01
GRAPHIC SCALE
40 0 20 40 80 1E
(
IN FEET )
1 inch = 40 ft.
CURVE DATA
N
O
R
0
L
T
A
45.00'
10'00'00"
7.85'
3.94'
B
45.00'
15'50' 15"
12.44'
CONSTRUCTION NOTES
0— INSTALL 24" RCP
Q --CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD DWG. NO. 313-1, CASE "B"
( See sheet 4 of 4)
(D—CONSTRUCT CATCH BASIN PER A.P.W.A. STD DWG NO. 300-2
( See sheet 4 of 4)
4&— REMOVE BRICK AND MORTAR PLUG
Prepared fly
ff.,ALLARD ENGINEERING ff.,
Cis �mTin9 - land Sig _ Lana Planning ��OP�� s �� y�
8253 Sierra Avenue Z
Fontana, Califiornia 92335 w No. 43976 m
9(j9) 1115 Fax 909 356-1795 � Exp. 6/30/05 �
�- � ) * *
•March,
.3 -?A -OL ��� civlk
s 63976 05) Date F OF CALF °
David 5. Hammer, expires
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
Drawn By:
DEA
TRACT N .16085
Scale:
1 "= 40'
Designed By:
JR
Date:
2002
Checked 1 By:.
Approved
CITY ENGINEER R.C.E. 51152
Dwg. No.
377
1�41