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WILSHIRE DRIVE
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126
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PROP. R/W + w 8 / / iv III
r
U 'n a co N
MAGNOLIA WAS 25
ow
CORD D
THESE �7`71R lDpAiAiilaGiS HAVE SE>=h! . ' ?'r l+?,17 IN
d
PART L6 THE :3A c,S,- ,J;� INFORMATION COW:.ttAND
FLlEN-'I ,., D BY OT!;FRS. THE ENGINEER Wn..;_ N :tT BE
RESfa=?- LE FOR ANY ERRORS OR OMISf> _ �! :* WHICH
HAS.'. REN INCORPORATED INTO THE DOS=.I Z aT8 AS
A F" S' LJLT T€-'EREOR
MAGNOLIA WAY
20 20' 7,
I w
cow
N
Y. + 11+39.86 LINE "B" 23
LAT. B-1
i A=73', B=24"
D=30"
LAKESIDE CT.
21
IJ END 30" RCP
a-
w<
PROP. R/W
0
1"
4p'
4 O REV. REVISION DESCRIPTION DATE ENGR. aTY DATE SHOULD CONSTMJCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
_A VA SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
`� (o-c3�oi ttl STANDARDS IN EFFECT.
CONSTRUCTION NOTES
CURVE TABLE
LINE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
33'56'48"
45.00
26.66
13.73
C2
32'24'43"
294.00
166.31
85.45
C3
69'46'40"
45.00
54.80
31.38
C7
60'37'56"
45.00
47.62
26.31
Date :7,11 o L CHECKED BY: jYDRAWING NO.:
2
RCE 62183 EXP. MJG_" 7. Zr• - Z
f-;t�'�"IGINEER 3160
U 'n a co N
MAGNOLIA WAS 25
ow
CORD D
THESE �7`71R lDpAiAiilaGiS HAVE SE>=h! . ' ?'r l+?,17 IN
d
PART L6 THE :3A c,S,- ,J;� INFORMATION COW:.ttAND
FLlEN-'I ,., D BY OT!;FRS. THE ENGINEER Wn..;_ N :tT BE
RESfa=?- LE FOR ANY ERRORS OR OMISf> _ �! :* WHICH
HAS.'. REN INCORPORATED INTO THE DOS=.I Z aT8 AS
A F" S' LJLT T€-'EREOR
MAGNOLIA WAY
20 20' 7,
I w
cow
N
Y. + 11+39.86 LINE "B" 23
LAT. B-1
i A=73', B=24"
D=30"
LAKESIDE CT.
21
IJ END 30" RCP
a-
w<
PROP. R/W
0
1"
4p'
4 O REV. REVISION DESCRIPTION DATE ENGR. aTY DATE SHOULD CONSTMJCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
_A VA SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
`� (o-c3�oi ttl STANDARDS IN EFFECT.
CONSTRUCTION NOTES
LINE TABLE
LINE
BEARING
LENGTH
L1
N66'00'00"E
50.29
L5
N30'47'42"W
29.66
L6
N41 *40'20"E
19.35
L7
N 18'21 '36"W
75.62
L8
N42'1 6'20"E
49.28
L9
N65'04'03"W
37.89
�
MJ LATERAL A-1, —2 & B-1 JULY, 2002
26
U 'n a co N
MAGNOLIA WAS 25
ow
CORD D
THESE �7`71R lDpAiAiilaGiS HAVE SE>=h! . ' ?'r l+?,17 IN
d
PART L6 THE :3A c,S,- ,J;� INFORMATION COW:.ttAND
FLlEN-'I ,., D BY OT!;FRS. THE ENGINEER Wn..;_ N :tT BE
RESfa=?- LE FOR ANY ERRORS OR OMISf> _ �! :* WHICH
HAS.'. REN INCORPORATED INTO THE DOS=.I Z aT8 AS
A F" S' LJLT T€-'EREOR
MAGNOLIA WAY
20 20' 7,
I w
cow
N
Y. + 11+39.86 LINE "B" 23
LAT. B-1
i A=73', B=24"
D=30"
LAKESIDE CT.
21
IJ END 30" RCP
a-
w<
PROP. R/W
0
1"
4p'
4 O REV. REVISION DESCRIPTION DATE ENGR. aTY DATE SHOULD CONSTMJCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
_A VA SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
`� (o-c3�oi ttl STANDARDS IN EFFECT.
CONSTRUCTION NOTES
OF BEAFWW
21
INSTALL 24" RCP ("D"
LOAD PER
PROFILE)
S.B.M. PER R.S. 58/5, WAS USED AS
HE BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN
INSTALL 30" RCP ("D"
LOAD PER
PROFILE)
23
CONSTRUCT JUNCTION
STRUCTURE
PER APWA STD. PLAN NO. 331-2
QE#
CONSTRUCT MANHOLE
PER APWA
STD. PLAN NO. 321-1
25
CONNECT TO EXISTING
MANHOLE AND REMOVE PORTION OF
PHONE (901 ) 946-1311
DESMED BY- STORM DRAIN LINES A. B, DATE:
EX. 42" RCP
�
MJ LATERAL A-1, —2 & B-1 JULY, 2002
26
CONSTRUCT BLANKET PROTECTION
PER APWA STD. 225-1
SCALE IN FEET
s
BENCH MAFK* No. 615
OF BEAFWW
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CECROS
HE BEARING OF NBW30'06"E ALONG
HE No. LINE OF SEC. 30. T.1 N..R.5W..
AVE., IN POWER POLE NO. 9011 E
ON THE EAST SIDE OF CITRUS AVE.
S.B.M. PER R.S. 58/5, WAS USED AS
HE BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN
Ell"ATM 1467.59
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
14
QE#
I�A�D IN TW OFFICE OF
NS 400 m STORM DRAIN IMPROVEMENT PLANS
�
No. 62183�N
1060'1 CHURCH WFEET , WE 107
RANCHO CUC CA 9('130 DRAWN BY. MJG TRACT No. 16095 SCALE: 1 =40'
Exp: 9-30-05
PHONE (901 ) 946-1311
DESMED BY- STORM DRAIN LINES A. B, DATE:
�
MJ LATERAL A-1, —2 & B-1 JULY, 2002
I
c►v�
qr �
FCAI �E�
Date :7,11 o L CHECKED BY: jYDRAWING NO.:
2
RCE 62183 EXP. MJG_" 7. Zr• - Z
f-;t�'�"IGINEER 3160
R.C.E. 51152 DATE 4