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CATCH BASIN DETA IL
N- T. S.
DATA
0
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
N 83°01'20"W
40.38
4°16'13"
1331.00
99.20
49.62
•:2°31'33"
1331.00
58.68
29.34
14°11'59"
1329.. 00
329.37
165:53
4°55'21"
1329.00
114.18
57.12
3° 00' 12"
1309.00
68.62
34.32
91°55'09"
25.00
40.11
25.85
• 16° 52,4
1349.00
397.40
200.15
10° 30'54"
1309.00
240.23
120.45
0
87°17'25" -
25.00
38.09
23.84
• 96° 32 ' 24"
25.00
42.12
28.03
0
2° 11 ' 56
1313.00
50.39
25.20
2° 20' 22"
1349.00
55.08
27. 54
0
0
83° 36'02"_
92° 13' 55"
30.00
30.00
43.77
48.2 9
26.82
19.19
0
0
90° 00' 00"
90°00' 00"
27.00
0
0
21° 29' 50°
124'31' 5 5"
45.00 .
57.00
58.00
42.41
70.69
21.39
12 8.09
27.00
45.00
10.82
115.15
43°25' 16"
37° 51 ' 49"
57.00
57.00
43.20
37.67
22.70
19.55
0
249° 54' 27"
38.00
165.74
5354.94 R.P.
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HORIZ ::40
PLAN 1"= 40'
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60
80
120
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50
cn 14
54.38. TG P.R.G.
3.88 FL
HACIENDA COURT
lv 5EE SHS N0, 4
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(,i 53.38 TG 6+13.25 B.G.
`17 52.88 FL
-J G+16.94 E.G.R.
3:69 53.26 TO. 52.76 F
7+06.94 B.G.R.
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49.54 TG SLR-
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60.00
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CONSTRUCTION NOTES:
( o
L=36.2
®' 9
0.4
1
60.00
46.79
=42.16
48,25 TG E.G.R.
47.7 ' FL
Nc5) 04q
m
(42
cr
8
0
1 CONSTRUCT 4" A.C. PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
0
10
11
12
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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 - r
INSTALL 5800 LUMEN HIGH PRESSURE SODIUM STREET LIGHTS BY OTHERS.
CONSTRUCT DRIVEWAY APPROACH (14/= I(o' EXCEPTWHERE NOTED) PER CIT"'( 5TD, No. 105,
CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118.
INSTALL 2" X 4" REDWOOD HEADER.
ALMADEN DRIVE .`
No. 62183 us
CM
RECORDDRAWFG
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE, BEEN INCORPORATE INTO THE DOCUMENTS AS
A- RESULT THEREOF.
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
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,..;.CAL,IFORNIA
RECORD DRAWING
EV/SthNsoic/ PNY11. /2Tys177E5` ZW 5TA
REVISIONS
54111.
ENGR S
APPROVAL
44/43
Ft)
1/o3
DATE
CITY
APPROVAL
DATE
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES,INC.
OF THEINLAND EMPIRE
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
.M. MADOLE R.C.E.14814 DATE
DRAWN BY:
C5
DESIGNED:
r -
CHECKED:
SIERRA LAKES
TRACT NO. 15682
ALMADEN DRIVE
STREET IMPROVEMENT PLAN
SCALE:
AS SHOWN
DATE:
JOB NO-.
826-1163
APPROVED
rM/W LIJln CITY ENGINEER R.C.E. 25126
PLAN & PROFILE "AA" STREET - 21 [0, 231] PF: 15682 606 09 -Nov -98 01: 33 PM / 826.154-1
DWG . DATE:, 4 21,- Q/ /•
s‘e.4,6,42... G `8'•9,
2676
DWG. NO.
M
CDW
N
SHEET NO. 00
2oF5