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O
I
U
EAST PARK
44
I
WA Y
f
PROP. R/W
SEE D WG NO. 3797
=13+17.03
LENGTH
SHE 5 OF 11
GALASSO AVENUE
II
ISI
10
39.27
II
C30
III m�o�
±�
I III I II I
II%I
IIr
co
60.00
117.39
89.12
C32
932254 "
72
97.79
63.65
C33
7702545"
45.00
60.81
36.07
C34
7702545"
25.00
33.78
20.04
C35
8502237"
35.00
52.15
32.28
C36
90000'00"
35.00
54.98
35.00
C37
PROP. R W
GALA SSO A VENUE
SEE SHEET 3
JANELL LANE II
10t00.00 CL INT.
=12140. 10 EAST PARK
WAY,•SEE PARKSIDE IMP. �
PLANS. �
I �
I �
I �
I �
I �
I i
`N N �06'
2
10 00 1 `v 11+00N 8956'03"
rN
VC ((G
44
I
JANELL LANE
f
PROP. R/W
-II' I IJ
=13+17.03
LENGTH
TANGENT
GALASSO AVENUE
II
ISI
25.00
39.27
II
C30
III m�o�
±�
70.69
II%I
IIr
10
�II�L
II
44
II I
JANELL LANE
THE BRG. N089.59'31 "E
11+68.J9 CL INT
-II' I IJ
=13+17.03
LENGTH
TANGENT
GALASSO AVENUE
II
ISI
25.00
39.27
II
C30
45
IF_q
70.69
II%I
L
112005'48"
E� 0 3o -I
20 20� 11 '
�1. IIS
JANELL LANE
LINE TABLE
LINE BEARING LENGTH
Ll N09 56'05 "E 42.71
L2 N 10 "03'59 "W 42.71
DIG�LE. _T.
TOLL FREE -qqmmmw"-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
SCALE IN FEET
40 80 120 160
III I� i lV �
Ili III l �
111 � Ill I
111 III
I
RODRIGUEZI l ABY III I
10+00.00 L� INT. ( I I�
=10+00.00
NUAIMI LANki II I
Ili Il I 1
I
Il� II I I�
III II I Ill o
60 WIDE EASEMENT III 12-3
FOR PUBLIC UIV
i
SEWER AND ST04YY I DRA/N
11 NA; 1
I BC 11
REVISION DESCRIPTION
SCALE. 1 = 40
CURVE
TABLE
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N089.59'31 "E
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C29
90"00'00"
25.00
39.27
25.00
C30
90000'00"
45.00
70.69
45.00
C31
112005'48"
60.00
117.39
89.12
C32
932254 "
60.00
97.79
63.65
C33
7702545"
45.00
60.81
36.07
C34
7702545"
25.00
33.78
20.04
C35
8502237"
35.00
52.15
32.28
C36
90000'00"
35.00
54.98
35.00
C37
90000'00"
30.00
47.12
30.00
C38
93"36'12"
30.00
49.01
31.95
C39
10000'02"
110.00
19.20
9.62
C40
10000'02"
110.00
19.20
9.62
LINE TABLE
LINE BEARING LENGTH
Ll N09 56'05 "E 42.71
L2 N 10 "03'59 "W 42.71
DIG�LE. _T.
TOLL FREE -qqmmmw"-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
SCALE IN FEET
40 80 120 160
III I� i lV �
Ili III l �
111 � Ill I
111 III
I
RODRIGUEZI l ABY III I
10+00.00 L� INT. ( I I�
=10+00.00
NUAIMI LANki II I
Ili Il I 1
I
Il� II I I�
III II I Ill o
60 WIDE EASEMENT III 12-3
FOR PUBLIC UIV
i
SEWER AND ST04YY I DRA/N
11 NA; 1
I BC 11
REVISION DESCRIPTION
SCALE. 1 = 40
l I� 624.42TC I tk.II
11 @' Plll 11 I N i
ST -4
� I I I 1� S � I �-• � oo
opo
Qi
I II 111 it 2� gid- owl �Lr)o�
+- ,'
mz oN �U)
I I I III .I I 10 11
NUAIMI LANE
SEE SHEET 4
PROP. R/W 1 -IIU I
cl-
\ \ SEN
�o�J�"�� ASS NEET
TYP. 7 11 10
RODR/GUEZ WA Y
DATE ENGR. ciTY DATE SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
BENCH MARK. • 18-17
BASIS OF BEARINGS:
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N089.59'31 "E
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2
MI WEST
ALONG THE CL SUMMIT AVE
ca
ca
N
`
co
ca
�P
9
60
61
62
63
J� o�
jj; l y
l►vq
PREPARED IN THE OFFICE OF
F,y�
MADOLE AND ASSOCIATES, INC.
, 'A
PROP R/W
�.
o
Q ,�`ti x0
I
Exp: 06-30-06
*
I I I
ONTARIO, CA 91761
�►� �P
PROP. ' SEWER
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L
o C39 C4' ^ I
6
�
2 q� ��
G���P
D AL
0 Date . 1 Z /
lb
RCE 3663 EXP. 6-36-016
Q
r'�• s •�iift
1101 i +00
6 1
.,
`O
12+00
F o.
631
W
lb
62 .96
F5
l I� 624.42TC I tk.II
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ST -4
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opo
Qi
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+- ,'
mz oN �U)
I I I III .I I 10 11
NUAIMI LANE
SEE SHEET 4
PROP. R/W 1 -IIU I
cl-
\ \ SEN
�o�J�"�� ASS NEET
TYP. 7 11 10
RODR/GUEZ WA Y
DATE ENGR. ciTY DATE SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
BENCH MARK. • 18-17
BASIS OF BEARINGS:
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N089.59'31 "E
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2
MI WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVAINE RD., 2.65 M/ WEST
AS SHOWN ON TR. NO.
16427-1, M.B. 296/7-11.
OF SIERRA AVE.
ELEVA 710N. # 1428.609
Prepared Under The Supervision Of
jj; l y
l►vq
PREPARED IN THE OFFICE OF
F,y�
MADOLE AND ASSOCIATES, INC.
No. 36637 c
760-A S. ROCHESTER AVENUE
Exp: 06-30-06
*
ONTARIO, CA 91761
PHONE (909) 937-9151
��9TFCIVI
G���P
D AL
0 Date . 1 Z /
RCE 3663 EXP. 6-36-016
WENDELL L. I WA TSURU
CONSTR T/ON NOTE'S
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 957. (SEE GENERAL NOTES 31 & 32).
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
O4 CONSTRUCT CROSS GUTTER PER CITY ST PLAN NO. 104. (MODIFIED "W"=8
O6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005
"W" PER PLAN.
O9 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 130.
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
11 INSTALL STREET LIGHT, KING LUMINAIRE # K118 -EAR -11-150 HPS-
K16-HSS-TS-PR-EDISON LEXAN LEXAN NOSTALGIC POLE
l--'RE.-G0RD---DM-VVlN-"
/ter Q�ypFESS/p��\
w N0. 58020 m
F CAI �F=�
[CAU HUDDLHC TON RCE A'u
I.J1tTS1�]FR�: AS�'1�:TA'=-'�,
I K V I 1IT . F,
wr_sr.E\7ING
2900 Adams Street. Suite A-15 - Riverside, CA. (951)352-7200 Ph. (951)352-8269 Fax
CITY OF FONTANA, CALIFORNIA
PRI VA TE STREET IMPROVEMENT PLANS
DRAWN BY JANELL LANE SCALE.-
MVA CV FROM PARK EAST STREET TO GALASSO AVENUE AS SHOWN
RODRIGU Z WA Y
DESIGNED BY FROM NUAIMI LANE TO�GALASSO A VENUE DA TE:
SCL 0, 16869 OCT 2005
CHECKED BY ,E(PPROVED BY.• DRAWING NO. 2
01 SCL i.M,2 - z '03- 3861 5
C/ ENG/NEER R. C. E. 51152 DATE
000
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JA126-2001\streets\.st02.dwa. 12/1/2005 2:54:35 PM. Gerry. Gerry