HomeMy WebLinkAbout2855-5f t..
ry `C
001$ t41
M \
s
tl
J
22
AwY
-3-
' cl DWY
23 --a-R c
U
DELTA/BEARING
RADIUS
LEN./DIST_
TANGENT
QQ
89046'50"
52.00
81.48
51.80
Q
89046'50"
32.00
50.14
31.88
Qc
21029'51"
57.00
21.39
10.82
Q
132046'31"
58.00
134.41
132.68
Q
21°29'50"
57.00
21.39
10.82
Q
50022'06"
450.00
395.59
211.60
QQ
50022'06"
430.00
378.01
202.20
0"
39031'20"
470.00
324.20
168.85
Q
44034'03"
450.00
350.03
184.41
Q
5048'03"
450.00
45.56
22.80
QQ
85039'27"
25.00
37.38
23.17
0
84022'30"
25.00
36.82
22.66
0
86049'46" 1
30.00
45.46
28.38
SEMINOLE WAY AND
86049'45" 1
30.00
45.46
28.38
N
R ./. 0
8L v cq
O v� nLot-7co
S �
`o u
(19
N Q"
L0 O
0 51 52
d'
jTj
53
54 �
55
SEMINOLE WAY
CON5TRUCTION NOTES= ti°yoX
1D CONSTRUCT 4- A.G. PAVEMENT CMIN.O OVER 12" OF 957_ COMPACTED
NATIVE MATERIAL CSEE GENERAL NOTES 27 + 28)
20 CONSTRUCT G- P.G.G. CURB + GUTTER PER CITY 5TD. DWG. NO. 1003.
® CONSTRUCT HANDICAP RAMP PER CITY 5TD. DWG. NO. 1006.
O CONSTRUCT 4' P.G.G. 51DEWALK PER CITY 5TD. DWG. NO. 1015. 'W" PER PLAN
O7 ADJUST MANHOLE FRAME + COVER TO GRADE PER CITY 5TD. DWG. NO. 109
® ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
y
CAU
v 4
h
_OK 57
16+00
.f
DELTA/BEARING
9V* �V.
D�yX��
LEN _/DIST_ TANGENT
0
86057'23"
30.00
45.53 28.45
Q
37051'49"
57.00
'y b-
1
255043'38"
38.00
169.60
AVE.. IN POWER POLE NO. 9011E
R.5W.. S.B.M. PER R.S. 58/5. WAS
0 o
FM
O9 INSTALL STREET LIGHTS CSCE #70 5800 LUMEN HP5V. PER CITY STD. PLAN NO. 1016
®1 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH C W PER PLANS PER CITY STD. DWG. NO. 102. OM S I - f 3
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
< N0.62183 co m j
LU
,= Exp: g-3� -D
OF
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN 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
R RD STANDARDS IN EFFECT.
MOPIFY 40C -A rIOA/s [Fx1,c,3 FjLlt7
ri
W ORLD WOODS COURT
......_- DATA
CORD D ��.
f
I r t ESE PECORD DRAWINGS HAVE BEFr-kt � �.
n I
PART, ON THE BASIS OF INFCRIWATION CO's` -1-9 -ED' AND
rURNISHED BY OTHERS. THE ENGINEER WILL NOT CE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS VN, '10H
HAVE BEEN INCORPORATED INTO THE DOCUMENTS A3
A RESULT THEREOF.
0
DELTA/BEARING
RADIUS
LEN _/DIST_ TANGENT
0
86057'23"
30.00
45.53 28.45
Q
37051'49"
57.00
37.67 19.55
1
255043'38"
38.00
169.60
AVE.. IN POWER POLE NO. 9011E
R.5W.. S.B.M. PER R.S. 58/5. WAS
ON THE EAST SIDE OF CITRUS AVE. USED AS THE BASI5 OF BEARINGS FOR
ELEVATION: 1467.59
BENCH MARK: # 615
BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89°3O'06'E ALONG
OF CITRUS AVE. AND L05 CEDROS THE NO. LINE OF SEG. 30. TAN..
AVE.. IN POWER POLE NO. 9011E
R.5W.. S.B.M. PER R.S. 58/5. WAS
ON THE EAST SIDE OF CITRUS AVE. USED AS THE BASI5 OF BEARINGS FOR
ELEVATION: 1467.59
THIS PLAN.
Prepared Under The Supervision Of:
CITY OF
FONTANA, CALIFORNIA
MiLT Sr "9�
PREPARED IN THE OFFICOF
MADOLE AND ASSOCIATES, INC.
STREET IMPROVEMENT PLAN
Q$� F
�y��
DRAWN BY:
TRACT MAP NO. 16094
SCALE:
rn 9
OF THE INLAND EMPIRE
10601
NO . 14814
CHURCH STREET, STE. 107
E.R.F.
AS SHOWN
0O
RANCHO CUCAMONGA, CA. 91730
SEMINOLE WAY AND
DESIGNED BY:
E.R.FJM.G
DATE:
�'
`i
�
Exp: 3-31-05
PHONE (909) 948-1311
WORLD WOODS COURT
sT�l FICAIi N.
F OQ
ry q D
Date: !/3
co
co
CHECKED BY ,
� PPROVED BY:
DRAWING N0.
5
JYA. MADOLE R.C.E.14814 EXP. -3 -o
M.L.B./R.Cw.
F-* VIt
� 4,0t" --n DATE: `13' 01
2855
z
--i
FG& CITY
ENGINEER R.C.E. 51152 EXP. 9-30-01
*P* "C" & "A" STREET. SHEET 5 - 1110. 2311 PF: 16094 605 22 -Aug -01 03:41 PM / 826-1154-1
DWG. DATE=----------
r