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AUGUSTA DRIVE
SEE DWG_ NO.2684
511T_ 3 OF 13
79'
15'
22'
22'
0
-OO. �Co
1/21,.
DATA
1+52.00 B.G.R
53.70 TG. 53.20 FL
2
72.00,
04
W
O
0
+
N
04
0
0
4-
Lri
1
10
J
10
ALMADEN DRIVE
SEE SijT_ NO. 3
0- 54'
N
20'
7(. oo '
0�
53.55 TG. B
1+52.00 E.G.R.
53.70 TG. 53.20 FL
04
v
m
0
10
N
04
v
w
55.77 TG. 55.27 F
COLUSA WAY TR 15682-2
DELTA/BEARING
RADIUS
LEN_/DIST.
TANGENT
90°00'00"
25.00
39.27
25.00
90°00'00"
30.00
47.12
30.00
QQ N 77°16'49"E.
45.04
0 pv
co -
2 3
o:
23
24
2+CoV.00
1
2
ALMADEN DRIVE
SEE S1 -IT_ NO. 3
04
q
0
4-
(-9
0
LLO
J 10
r-10
n
J
N
0
6
4--
N
c9
10
v
04
0.
0
4-
10
6-
J
4L
.6
25
PLAN 1"= 40'
0 10 20 30 40
19
0
(00
80
04
v
Li]
0
crtri
DIABLO PLACE
CONSTRUCTION NOTES:
O1 CONSTRUCT 4" A.C. PAVEMENT. (MIN.) OVER 12" OF 95% COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
O2 CONSTRUCT 6" P.C.C. CURB IS GUTTER -PER CITY STD. DWG NO. 101
CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED 8' WIDE)
4O CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A
O5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. DWG. NO. 105A, "W" PER PLAN
O6 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN
O
co
0
cd
91\
Q
DELTA/BEARING
RADIUS
LEN-/DIST_
TANGENT
Q
13°47'03"
208.33
50.12
25.18
Qe
90°00'00"
25.00
39.27
25.00
0
43°25'18"
57.00
43.20
22.70
QQ
31°30'03"
57.00
31.34
16.08
QQ
254°55'21"
38.00
169.07
30.00
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109
ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 1.30
INSTALL 5800 LUMEN HIGH PRESSURE SODIUM STREET LIGHTS BY OTHERS.
CONSTRUCT DRIVEWAY APPROACH (W = (Co' EXCEPT WHERE NOTED) PER C IT' STD. No. 103,
CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118.
INSTALL 2" X 4" REDWOOD HEADER.
120
1
AUGUSTA DRIVE
SEE DWG- NO- 2654
51-11.2 OF 13
7q,
AUGUSTA DRIVE
SEE DWG_ Na 2684
511T_ 2 OF 13
79'
20'
• 911
J
O
0
/D
0
�3
tY
55.00
/
7
/2
8
�...�mayme..a
32.00
0
4f)
m
9
21339.
0 R.P
12 -
50.32 TG. B
4q.2q
VENTANA PLACE TR 1562
DATA
Q
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
0
28°45'10"
30.00
15.05
7.69 -
Q43
26°52'41"
30.00
14.07
7.17
QQ
235°37151"
38.00
156.28
29.43
Q
86°13'08"
30.00
45.14
28.08
Q
90°00'00"
30.00
47.12
30.00
THESE RECORO.DRAWlNGS,HAVE BEEN PREPAPED, ill
SART, ON THE BASIS OF 1NFORMAT1ON COMPILED AND
.FURNISHEO-BY OTHERS. THE ENGINEER WILL NOT SE
RESPONSIBL• E FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
4 A RESULT THEREOF, • .
10
coo
74-0-
6
-u6 1711
10
co
51.42
10
ALTA VISTA PLACE TR 156.82
D
Q
DELTA/BEARING
RADIUS
LEN_/DIST_
TANGENT
0
28°57'18"
160.00
80.86
41.31
Q
234°37'24"
- 38.00
155.61
'0
54°37'24"
57.00
54.34
29.43
Q
90°00'00"
30.00
47:12
30.00
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 NB9° 30' 06q :ALONG
THE NORTH LINE OF SECTION.30
SANWBERNARDINORMEIRIDIANE 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
1coRnDRAwIPw
REV/5/0-NT 0Al PvX W'Off1S/ 7/�S, L7k X 74 . 417 4/�/D3 F-7/
7b2/0.3
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
7i"),N)rinewbi, -
MADOLE R.C.E.14814 DATE
DRAWN BY:
DESIGNED:
CHECKED:
SIERRA LAKES
TRACT NO. 15682
COLUSA WAY,DIABLO PLACE, VENTANA.PLACE_,.
ALTA VISTA PLACE -
STREET IMPROVEMENT PLAN
JOB NO.
826-1163 APPROVED
PLAN 6 PROFILE "HH", "BB",
A.;;Z-01.61/,fe&4‘.4W400t Ar
qr. Pip
CITY ENGINEER R.C.E. 25126
SCALE:
AS SHOWN
DATE:
DWG. NO.
2676
SHEET N0. 00
50F5
"CC" ST. - 21[0,231113F: 15682 609 09 -Nov -98 07: 02 PM / 826-1154-1
DWG . DATE: