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DELTA/BEARING
RADIUS
LEN_/DIST.
TANGENT
0
3040'42"
784.00
50.33
25.17
Q
3040'42"
750.00
48.15
24.08
Qc
3040'42"
746.00
47.89
23.95
0°
19003'18"
75.00
24.94
12.59
0
160056'42"
2.00
5.62
11.92
O
85038'48"
35.00
52.32
32.44
0
3040'42"
716.00
45.97
22.99
Q
84048'52"
852.00
1261.21
778.18
O
90000'00"
35.00
54.98
35.00
Q
17023'15"
852.00
258.56
130.28
0
67025'37"
852.00
1002.65
568.50
0
3026'41"
754.00
45.33
22.67
0
19016'30" 11
75.00
25.23
12.74
n
160 57 31
2.00
5.62
11.93
nATA
Q
DELTA/BEARING
RADIUS
LEN_/DIST_
TANGENT
AA
97007'59"
752.00
1274.86
851.97
Ae
85020'12"
35.00
52.13
32.26
ac
84055'00"
35.00
51.87
32.02
Ao
19015'14"
750.00
252.03
127.22
AE
901100'00"
35.00
54.98
35.00
AF
190012711
716.00
237.74
119.97
AG
19"03'47"784.00
260.85
131.64
AH
28055'50"
752.00
379.71
193.99
AI
22008'20"
752.00
290.57
147.12
a�
19010'20"
746.00
249.63
125.99
AK
17015'22"
754.00
227.09
114.41
AL
20002'10"
75.00
26.23
13.25
AM
161052'48"
2.00
5.65
12.54
AN
19003'18"
75.00
24.94
12.59
ao
160°56'42"
2.00
5.62
11.92
CONSTRUCTION NOTES=
OO CONSTRUCT 5 1/2" AG PAVEMENT CMIN) OVER 12" COMPACTED NATIVE
MATERIAL CSEE .GENERAL NOTE 31 tet- 32)
CONSTRUCT 8- CURB + GUTTER PER CITY STD. DWG. NO. 101
CONSTRUCT 8" MEDIAN CURB PER CITY STD. DWG. NO. 101 AUGUSTA DRIVE
O7 CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. DWG. NO. 105A. SFE SHE T
W PER PLAN I ill
114, I
z
® INSTALL STREET LIGHT CSGE #20) 22,000 LUMEN H.P.5. I 1 II II 1 I
IIII AH III I
INSTALL BARRICADE PER CITY STD. DWG. NO. 118 1111 III 1 v i
14 CONSTRUCT G- THICK INTEGRAL COLORED CONCRETE. OVER 4' IIIlo n
c11 I
COMPACTED AGG. BASE, OVER 12' COMPACTED NATIVE MATERIAL 1111 k§ I -,
�
AND PER PAVING DETAIL 'A' SHEET 8 OF 13 1 I II j l0q o
IIII' 0�
11 111 1 II \ � v
I 1 11 \
/ 1 11 AA AB -
I 1 11 co ss�
10+00.00 G.L. TURNBERRY WAYS
1 5J�
=83+24.GG G -L. AUGUSTA DR.
43.12 G_L_ PINEHURST LANE /11 11 Ag N 1s°45.20, AM
+68.42 G.L. SUMMIT AVENUE
/
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AL
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L=43.91
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79- v cco\j
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L=89.00
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1" 40'
� SCALE:
L=45.05
57
L=123.68
L=45.01
IT avnNuf-
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N 00° 2g . 641
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5.
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0
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03 I 55 t
In
q;�,
+ z 2
�� :'`���5 �� SCALE IN FEET
D��INo. i48i4 0 40 eo 120 160
_ 'THESE RECORD DRAWINQB HAVE eeeN PRBPARea, IN TURNBERRY W E- �-�/JillMF
PART ON THE BASIS OF INFORM�i "COMpIL�n ANS 621No.
FURNISHED BY OTHEAS,'FMEENOINggA WILL NOT g
RESPONSIBLE FOR.AWjRRM OR OMINIOHI WNIdN IF
HAVSBEEJ�1 Nm 1�1/ �Ir
ARE�LT7IEOP. = C BENCH MARK: # 615 BASIS OF BEARINGS:
I E A INTERSECTION " CITY OF FONTANA, CALIFORNIA
RAILROAD SPK T THE BEARING OF N89 30 06 E ALONG
O v� OF CITRUS AVE. AND LOS CEDROS
IL�AVE., IN POWER POLE NO. 9011E THE NO. LINE OF SEC. 30, T.1N.,
_...._..._..�_:_:.... WAS
R.5W., S.B.M. PER R.S. 58/5,
ON THE EAST SIDE OF CITRUS AVE. USED AS THE BASIS OF BEARINGS FOR
PLANS PREPARED FOR
ELEVATION: 1467.59 THIS PLAN. DRAWN BY: SCALE:
PREPARED IN THE OFFICE OF M.N.S.TRACT MAP NO. 15908
LEWIS HOMES OF CALIFORNIA .MADOLE AND ASSOCIATES, INC.�OFESSIpN9
• o ! DESIGNED : PINEFtUR ST LANE -�-- TURNBERRY WAY As SHOWN
. 4, ZLTOq/ F
ATTN: MR. GERRY BRYAN OF THE INLAND EMPIRE ����c� M.N_S. STREET IMPROVEMENT PLAN
1156 N. MOUNTAIN AVENUE 10601 CHURCH STREET STE . 107 C
P.O. BOX 670 RANCHO CUCAMONGA, CA 91730 No. 14814 m D CHECKED: FROM AUGUSTA DR- TO SUMMIT AVE- DATE:
UPLAND, CA 91786a - /� /9 0 � PHONE (909) 948-1311 � Exp: 3-31-01
PHONE: (909) 985-0971 s�q cIVS� tip JOB NO . _ DWG. NO . SHEET NO .
S- 7- 9 °� rF\oF C 4tVI\- Q� 826-1163 APPROVED 9 2684
REVISIONS APPROVAL DATE APPROVAL DATE MADOLE R . C . E . 14814 DATE 9=s CITY ENGINEER R.C.E. 25126 7oF13
*P40* "G" 6 "H" STREETS P&P SHT 7 PH 1 - 5[0,2311PF: 1154 709 07 -May -99 12:06 PM / 826-1154-1
r DWG. DATE:
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S"ffT 5 X82
DwG- t4()_ 2
N 00° 2g . 641
1-1
ti� ti 1__� I
L=73.64
111�6)
= w + o
I1 I
III 11�1r1
N
o
o O
WOO +u
� _70 r �
Ir
I st:1o
Nf'
I�II
1r
4
+
10.65 G -L. TURNBERRY WAY
_r__ 1 ;
5.
14 0 O
O OO
0
rL f-: to 4 U� °-W 'vim `fl
03 I 55 t
In
q;�,
+ z 2
�� :'`���5 �� SCALE IN FEET
D��INo. i48i4 0 40 eo 120 160
_ 'THESE RECORD DRAWINQB HAVE eeeN PRBPARea, IN TURNBERRY W E- �-�/JillMF
PART ON THE BASIS OF INFORM�i "COMpIL�n ANS 621No.
FURNISHED BY OTHEAS,'FMEENOINggA WILL NOT g
RESPONSIBLE FOR.AWjRRM OR OMINIOHI WNIdN IF
HAVSBEEJ�1 Nm 1�1/ �Ir
ARE�LT7IEOP. = C BENCH MARK: # 615 BASIS OF BEARINGS:
I E A INTERSECTION " CITY OF FONTANA, CALIFORNIA
RAILROAD SPK T THE BEARING OF N89 30 06 E ALONG
O v� OF CITRUS AVE. AND LOS CEDROS
IL�AVE., IN POWER POLE NO. 9011E THE NO. LINE OF SEC. 30, T.1N.,
_...._..._..�_:_:.... WAS
R.5W., S.B.M. PER R.S. 58/5,
ON THE EAST SIDE OF CITRUS AVE. USED AS THE BASIS OF BEARINGS FOR
PLANS PREPARED FOR
ELEVATION: 1467.59 THIS PLAN. DRAWN BY: SCALE:
PREPARED IN THE OFFICE OF M.N.S.TRACT MAP NO. 15908
LEWIS HOMES OF CALIFORNIA .MADOLE AND ASSOCIATES, INC.�OFESSIpN9
• o ! DESIGNED : PINEFtUR ST LANE -�-- TURNBERRY WAY As SHOWN
. 4, ZLTOq/ F
ATTN: MR. GERRY BRYAN OF THE INLAND EMPIRE ����c� M.N_S. STREET IMPROVEMENT PLAN
1156 N. MOUNTAIN AVENUE 10601 CHURCH STREET STE . 107 C
P.O. BOX 670 RANCHO CUCAMONGA, CA 91730 No. 14814 m D CHECKED: FROM AUGUSTA DR- TO SUMMIT AVE- DATE:
UPLAND, CA 91786a - /� /9 0 � PHONE (909) 948-1311 � Exp: 3-31-01
PHONE: (909) 985-0971 s�q cIVS� tip JOB NO . _ DWG. NO . SHEET NO .
S- 7- 9 °� rF\oF C 4tVI\- Q� 826-1163 APPROVED 9 2684
REVISIONS APPROVAL DATE APPROVAL DATE MADOLE R . C . E . 14814 DATE 9=s CITY ENGINEER R.C.E. 25126 7oF13
*P40* "G" 6 "H" STREETS P&P SHT 7 PH 1 - 5[0,2311PF: 1154 709 07 -May -99 12:06 PM / 826-1154-1
r DWG. DATE: