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181. 13
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SCALE IN FEET
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RADIUS
LEA /D I ST.
TANGENT
52*13' 23'
45. 00
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25. 00
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15-03'02'
57, 00
14. 97
7. 53
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92"02' 33'
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112, 50
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188. 68
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181. 13
91. 66
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SCALE IN FEET
to 80 120 160
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DELTA/BEARING
RADIUS
LEA /D I ST.
TANGENT
52*13' 23'
45. 00
41. 02
-i
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52*13"23'
25. 00
22, 79
nC
15-03'02'
57, 00
14. 97
7. 53
LL_
92"02' 33'
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18, 49
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12*53' 29'
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112, 50
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=--==#
12 11 10
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B
5tt-, E
EVE
(0 IN
17
PLANS PREPARED FOR
KAUFMAN & BROAD
ATTN: MR. MlKE PEARSON
801 CORPORATE CENTER DRIVE
SUITE 201
POMONA, CA 91768-2641
PHONE: (909) 802-1100
FAX (909) 802-1111 -
�vz
IVAPIIF_Y��N� ��-FA
ENGR"*S CITY
DATE
REV I S I DNS APPROVAL APPROVAL
03
CONSTRUCTION NOTES:
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. NEI. 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 PER CITY STD. DWG. NO, 103
W=16-*, UNLESS NOTED OTHERWISE.
@ CONSTRUCT TRAFFIC BARRICADE PER CITY STD, DWG. NO. 118.
@ INSTALL 2' X 4' REDWOOD HEADER,
DATA.
DELTA/BEARING
RADIUS
LEA /D I ST.
TANGENT
52*13' 23'
45. 00
41. 02
22.06
B
52*13"23'
25. 00
22, 79
nC
15-03'02'
57, 00
14. 97
7. 53
D
92"02' 33'
58, 00
93. 17
60, 11
nE
18-35' 23-
57. 00
18, 49
9. 33
F
12*53' 29'
500. 00
112, 50
56. 49
G
8*39' 33'
520. 00
78. 59
39. 37
H
77*52'12'
25. 00
33. 98
20. 20
1
96`08' 02'
25. 00
41. 95
27. 83
(j)
3' 47' 53"
520. 00
34. 47
17. 24
(K)
1 8- 43' 46'
500.00
76. 18
38. 16
L
21* 37' 15'
500. 00
188. 68
95. 47
M
21* 37' 15'
480. 00
181. 13
91. 66
N
79*29'15'
45. 00
62. 43
37. 42
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20, 79
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116'40'01'
58. 00
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36. 33
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HELTON BEAD LANE
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S F_ 5
PLANS PREPARED FOR
KAUFMAN & BROAD
ATTN: MR. MlKE PEARSON
801 CORPORATE CENTER DRIVE
SUITE 201
POMONA, CA 91768-2641
PHONE: (909) 802-1100
FAX (909) 802-1111 -
�vz
IVAPIIF_Y��N� ��-FA
ENGR"*S CITY
DATE
REV I S I DNS APPROVAL APPROVAL
03
CONSTRUCTION NOTES:
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. NEI. 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 PER CITY STD. DWG. NO, 103
W=16-*, UNLESS NOTED OTHERWISE.
@ CONSTRUCT TRAFFIC BARRICADE PER CITY STD, DWG. NO. 118.
@ INSTALL 2' X 4' REDWOOD HEADER,
DATA.
BENCH MARK: BASIS OF BEARINGS,
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89* 30' 06' ALONG
THE NORTH LINE OF SECTION 30
OF CITRUS AVE. AND LOS CEDRUS TOWNSHIP 1 NORTH RANGE 5 WESt
SAN BERNARDINO MEkIDIAN AS SH&N
AVE,, IN POWER POLE NO. 9011E ON RECORD OF SURVEY FILLD IN BOOK
ON THE EAST SIDE OF CITRUS AVE, 58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: FOR THIS MAP
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES., INC. T
OF THE INLAND EMPIRE
10601 CHURCH STREET STE, 107 C2
RANCHO CUCAMONGA, CA 91730 No 14814 rl
PHIINE( 909) 948-1311 Expi 3-31-01
C>
I, - -T- z r- 15
J(A'l MADOLE R. C. E. 1'4-B4,4. DATE
R-'E.Cff
UND, DRAWINU
'T.H.ES.E -RECORD DRAWINGS HAVI� BEENPREPARED, IN
.PART, ON.THE-13ASIS -OFINFORMATION COMPILED AND
FURN. ISHIED By OTHERS. THE ENGINEER- WILL NOT BE
RESPOwzim c cr%
HAVE; 'Eb n I'M t"HURS OR 0 IS8fONS WHICH
WINCORPORATED INTO THE D
OCUMENTS AS
CITY OF FONTANA, CALIFORNIA
DRAWN BY: S I ERRA LAKES SCALE:
MF/JKD TRACT NO. 15686
DESIGNED: - PLAN AS S HO WN
SL/MLB STREET IMPROVEMENT
CHECKED HILTON HEAD LANE DATE:
MLB
JOB NO. DWG. NO, SHEET NO,
826-1163 APPROVED 267* 40F5
ii-mAgit(dan CITY ENGINEER R. C. E. 25126 _. ..I. I
DWG. DATE, 5/24/99
DELTA/BEARING
RADIUS
LEA /D I ST.
TANGENT
52*13' 23'
45. 00
41. 02
22.06
B
52*13"23'
25. 00
22, 79
nC
15-03'02'
57, 00
14. 97
7. 53
D
92"02' 33'
58, 00
93. 17
60, 11
nE
18-35' 23-
57. 00
18, 49
9. 33
F
12*53' 29'
500. 00
112, 50
56. 49
G
8*39' 33'
520. 00
78. 59
39. 37
H
77*52'12'
25. 00
33. 98
20. 20
1
96`08' 02'
25. 00
41. 95
27. 83
(j)
3' 47' 53"
520. 00
34. 47
17. 24
(K)
1 8- 43' 46'
500.00
76. 18
38. 16
L
21* 37' 15'
500. 00
188. 68
95. 47
M
21* 37' 15'
480. 00
181. 13
91. 66
N
79*29'15'
45. 00
62. 43
37. 42
no
79-29'15'
25. 00
�4. 68
20, 79
116'40'01'
58. 00
118 .'.10
94. 03
BENCH MARK: BASIS OF BEARINGS,
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89* 30' 06' ALONG
THE NORTH LINE OF SECTION 30
OF CITRUS AVE. AND LOS CEDRUS TOWNSHIP 1 NORTH RANGE 5 WESt
SAN BERNARDINO MEkIDIAN AS SH&N
AVE,, IN POWER POLE NO. 9011E ON RECORD OF SURVEY FILLD IN BOOK
ON THE EAST SIDE OF CITRUS AVE, 58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
ELEVATION: FOR THIS MAP
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES., INC. T
OF THE INLAND EMPIRE
10601 CHURCH STREET STE, 107 C2
RANCHO CUCAMONGA, CA 91730 No 14814 rl
PHIINE( 909) 948-1311 Expi 3-31-01
C>
I, - -T- z r- 15
J(A'l MADOLE R. C. E. 1'4-B4,4. DATE
R-'E.Cff
UND, DRAWINU
'T.H.ES.E -RECORD DRAWINGS HAVI� BEENPREPARED, IN
.PART, ON.THE-13ASIS -OFINFORMATION COMPILED AND
FURN. ISHIED By OTHERS. THE ENGINEER- WILL NOT BE
RESPOwzim c cr%
HAVE; 'Eb n I'M t"HURS OR 0 IS8fONS WHICH
WINCORPORATED INTO THE D
OCUMENTS AS
CITY OF FONTANA, CALIFORNIA
DRAWN BY: S I ERRA LAKES SCALE:
MF/JKD TRACT NO. 15686
DESIGNED: - PLAN AS S HO WN
SL/MLB STREET IMPROVEMENT
CHECKED HILTON HEAD LANE DATE:
MLB
JOB NO. DWG. NO, SHEET NO,
826-1163 APPROVED 267* 40F5
ii-mAgit(dan CITY ENGINEER R. C. E. 25126 _. ..I. I
DWG. DATE, 5/24/99