HomeMy WebLinkAbout2676-4AUGUSTA DRIVE
SEE DWG_ NO. 2684
SETT_ 3 OF 13
79'
SCALE: 1 s 40'
4m ALMADEN DRIVE
. �
6 5 F T_
1-
N
0
°o
a-
67.40
12+14.79 B.G.R.
18
1a
49.54 TG. 49-04 FL
60.00
A
3
/LITER/M
0
67.04
55.00
's
3
4
DATA
J
N
4
134
W
1-
N
J
4
0
DELTA/BEARING
RADIUS
LEN_/DIST_
TANGENT
N 83°01'20"W
96°32'24"
25.00
40.38
42.12
28.03
0
87°17'25"
25.00
38.09
23.84
0
37°51'49"
57:00
37.67
19.55
0
255°43'38"
38.00
169.60
0
87°52'18"
30.00
46.01
28.91
0
0
96° 06' 06"
83° 36' 02"
92° 13' 55"
30.00
30.00
30.00
50.32
43.77
'48.29
33.38
26.82
19.19
u
t9
o-
l9
a
O
0
O
O
m
0
co
o
41
cs-
rQ
T\_ \562-3
HACIENDA COURT
CONSTRUCTION NOTES:
0
0
0
0
0
10
11,
12
20
c
lQ
CONSTRUCT 4" A.C. PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY STD. DWG. NO. 101
CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED 8' WIDE)
CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. DWG. NO. 105A, "W" PER PLAN
CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109
ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
INSTALL 5800 LUMEN HIGH PRESSURE SODIUM STREET LIGHTS BY OTHERS.
CONSTRUCT DRIVEWAY APPROACH (w= i(' EXC.EPT V/HERE NOTED) PER CITY STD.
CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118.
INSTALL 2" X 4" REDWOOD HEADER.
1,10. 105.
19
.ORIV 0
V/=/#'
13+66-12 R.P.
0 10 20 30 40
loo
0
9
1+00.00 c11N� �, 5N 'Q'R'� IS
= 13+211.37 �,1.M D
8
80
120
zz
ALMADEN DRIVE B4
SEE SftT_ NO 2 w
54' Lia..
13
14
0
0.2
.P
17.9
J
(.1
aL 0 '3
vN cr:
Lida)
m N6tri 17
`-
N
co
N stn
to ir)
.01
15
16
It
TR 150082-2
RIDGEMARK PLACE.
DATA
0
DELTA/BEARING
RADIUS
LEN_/DIST_.
TANGENT
:OA
, 91°55'09"-
25.00
40.11
.25.85
0
37°51'49"
1.. 57.00
37.67
19.55
0
255°43'38"
f; f . ' 38:00
169.60
5.64
0
. 255°43'38"
_ 38.00
169.60
•
1+p0-00 181p,�MA QR���E
16+2�0-
3
4
5
ALMADEN . DRIVE
SEE Sf-tT_ NO. 3
54'
9
F�
1
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS.OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT 8E
RESPONSIBLE FOR ANYEE31IOR9 OR OMISSIONS WHICH'
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
`1-R. _IScD82-2
CONTENTA COURT.
DATA
22
21
20
O..
.DELTA/BEARING
. RADIUS
LEN_/DIST_
TANGENT
:OA
90°00'00"
25.00
39.27
25.00
OQ
26°33'45"
25.00
11.59
5.90
OQ
'11°18'04"
57.00
11.24
5.64
0
. 255°43'38"
_ 38.00
169.60
•
PLANS PREPARED FOR
KAUFMAN & BROAD
ATTN: MR. MIKE PEARSON
801 CORPORATE CENTER DRIVE
SUITE 201
POMONA, CA 91768-2641
PHONE: (909) 802-1100
FAX (909) 802-1111
BENCH MARK: NO. 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS
AVE., IN POWER,POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: 1467.59
BASIS OF BEARINGS:
THE BEARING OF N89°30'06" ALONG
THE NORTH LINE OF SECTION 30
SANWBERNARDINORMEhIDIANE ASW SHOWN
ON RECORD OF SURVEY FILED IN BOOK
58, PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
FOR THIS MAP
CITY OF FONTANA, CALIFORNIA
ECORD
ORAIVINCe
� r�sioNs otdOwxWIOtArf 77om,lX5745
atr
#/i/76.3
-7//x/03
REVISIONS
APPROVAL DATE APPROVAL DATE
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC
OF THE INLAND EMPIRE
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
0414- --ZS-49
MADOLE R.C.E 14814 DATE
s
DRAWN BY:
MEG
DESIGNED:
CHECKED:
JOB NO.
SIERRA LAKES
TRACT N0. 1.5682
HACIENDA COURT,RIDGEMARK PLACE.,
CONTENTA COURT
STREET IMPROVEMENT PLAN
826=1163 APPROVED `8lie
ITY ENGINEER R.C.E. 25126
PLAN & PROFILE '"DD", "EE",
SCALE:
AS SHOWN
DATE:
DWG. NO. SHEET NO. 00
2676 40F5
i- -
M
(0
"FF" ST. - 21 [0, 231] PF: 15682 608 09 -Nov -98 01:21 PM / 826-1154-1
DWG. DATE: