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11111011MEN
ALINE TABLE .
�
� 1111
BEARING
1
�■
S65047'46"W
MEIN
NEE
■E
:.
M•
■�
''
9.66
S37'51'57 "W
■� • 11111
106.73
N65'57'51 "E
6
63.73
N65'S7'51 "E
7
.■ ..
S65057'51 "W
8
20.73
S47'05'10"W
9
50.53
S65'4746"W
10
.
' •
11
,•
S20048'35"E
12
�
S54'3239"W
13
1111
S65 47 46 W
14
95.09
Q �
•� ►
A � � •�■■
44.79
INN
9
12.71
107.00
6.36
6048'27"
10
100.23
318.00
50.54
18'03'35"
1111
45.80
i
ON
■
1 1
37.00
ID
4505942"
•
137.47
282.00
70.13
27'55'49"
14
39.27
25.00
25.00
WE
15 1
36.48
MIA
22.36
83'3654"
0 20
40 80
160
/~n
V /
IN FEET)
Z
1 inch = 40 ft.
Ld
INN
�
NONNIl�■IS
■
: _
.a®m
,I-4 1 1 5
11111011MEN
ALINE TABLE .
�
� 1111
BEARING
1
�■
S65047'46"W
MEIN
NEE
S37 5 1 57, W
:.
M•
■�
''
9.66
S37'51'57 "W
■� • 11111
106.73
N65'57'51 "E
6
63.73
N65'S7'51 "E
7
.■ ..
S65057'51 "W
8
20.73
S47'05'10"W
9
50.53
S65'4746"W
10
.
' •
11
,•
S20048'35"E
12
�
S54'3239"W
13
1111
S65 47 46 W
14
95.09
Q �
•� ►
A � � •�■■
44.79
INN
9
12.71
107.00
6.36
6048'27"
10
100.23
318.00
50.54
18'03'35"
1111
45.80
i
ON
■
1 1
37.00
ID
4505942"
•
137.47
■ m� i� • i a'1•
N ■ ■■ n �■
13i7.0' O•C
L.
Y
�J' .. ■�� "r�"y' 1111■■ 1111■■ ■ ■ `��_�% 1111■ ■
I
_ tulrt U =_
HI H P INT STA =
Pp 511,
FI F, = 1 n3.
V)
A� 501+r'47 1 I� 1rIL-I I -I iooi
•, •'Nsue 10
��.
ALINE TABLE .
�
� 1111
BEARING
1
�■
S65047'46"W
2
9.66
S37 5 1 57, W
:.
95.09
S08'07'45 pi. E
�, NUNN
9.66
S37'51'57 "W
I
106.73
N65'57'51 "E
6
63.73
N65'S7'51 "E
7
.■ ..
S65057'51 "W
8
20.73
S47'05'10"W
9
50.53
S65'4746"W
10
.
' •
11
,•
S20048'35"E
12
�
S54'3239"W
13
1111
S65 47 46 W
14
95.09
Q �
•� ►
A � � •�■■
44.79
INN
9
12.71
107.00
6.36
6048'27"
10
100.23
318.00
50.54
18'03'35"
1111
45.80
32.57
ON
■
1 1
37.00
ID
4505942"
.�.
137.47
282.00
70.13
27'55'49"
14
39.27
25.00
25.00
901100'00"
■ m� i� • i a'1•
N ■ ■■ n �■
13i7.0' O•C
L.
Y
�J' .. ■�� "r�"y' 1111■■ 1111■■ ■ ■ `��_�% 1111■ ■
I
_ tulrt U =_
HI H P INT STA =
Pp 511,
FI F, = 1 n3.
V)
A� 501+r'47 1 I� 1rIL-I I -I iooi
•, •'Nsue 10
��.
ALINE TABLE .
�
� 1111
BEARING
1
�■
S65047'46"W
2
9.66
S37 5 1 57, W
:.
95.09
S08'07'45 pi. E
�, NUNN
9.66
S37'51'57 "W
I
106.73
N65'57'51 "E
6
63.73
N65'S7'51 "E
7
.■ ..
S65057'51 "W
8
20.73
S47'05'10"W
9
50.53
S65'4746"W
10
.
' •
11
,•
S20048'35"E
12
�
S54'3239"W
13
1111
S65 47 46 W
14
95.09
Q �
•� ►
A � � •�■■
44.79
75021'14"
9
12.71
107.00
6.36
6048'27"
10
100.23
318.00
50.54
18'03'35"
11
45.80
25.00
32.57
ON
12
29.70
37.00
15.70
4505942"
13
137.47
282.00
70.13
27'55'49"
14
39.27
25.00
25.00
901100'00"
15 1
36.48
25.00
22.36
83'3654"
0 20
40 80
160
/~n
V /
IN FEET)
Z
1 inch = 40 ft.
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r
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INS
C.
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MIN Emil 11111M I
da 1111
wal.
sell
oil
111110111 MEN 0 0 111 MEN 0 0
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ME MEN ME MEN ME 0 0 No M 0 0
No 0 0 IME MEN 0
No No ME 0
0 No No
No 111 0 111 Ill
ON No MEN
No
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9X :4 :' 0� PART ON BASIS OF IAF ; )NM.�ITION COMPILED AN z `' t`==' " �-M p M ¢ g1 W
• O FURNOM BY O W 0...
OTHERS. THE ENGINEER WILL NOT p ,L. ; ,:;;
FOR ANY ERRORS .Iv ' , t o- c0
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9 • 62 0
No.
ALINE TABLE .
TABLE
LiNE LENGTH
BEARING
1
93.53
S65047'46"W
2
9.66
S37 5 1 57, W
3
95.09
S08'07'45 pi. E
4
9.66
S37'51'57 "W
5
106.73
N65'57'51 "E
6
63.73
N65'S7'51 "E
7
65.85
S65057'51 "W
8
20.73
S47'05'10"W
9
50.53
S65'4746"W
10
22.82
S080D7'45"E
11
50.00
S20048'35"E
12
50.00
S54'3239"W
13
47.75
S65 47 46 W
14
95.09
S08'07'45"E
SCALE:
HORZ: 1" = 40'
VERT: 1" = 4'
UCTION NOTES
CURVE
TABLE
ENGR.
Ln
OCONSTRUCT
6 CONCRETE CURB AND GUTTER PER CiTY OF
N
TANGENT
FONTANA STD. PLAN NO. 1003
�-
146.24
300.00
�o
2
O
CONSTRU CTONC
C RETE SIDEWALK PER CI A
TY OF FONTANA STD. PLAN
44.15
55.00
No. 1015, WIDTH AND LOCATION PER PLAN
-
do
O3
CONSTRUCT 4„ AC OVER 12"(Min.) OF 95% COMPACTED NATIVE MATERIAL
CD
cel
6.37
3038'49"
4
4
CONSTRUCT CURB RAMP PER CITY OF FONTANA
LO
89'59'56"
STD. PLAN No. 1006
\
182.00
30.26
18052'41 "
5
0
SAWCUT AND JOIN EXISTING AC PER DETAIL "B" ON SHEET 2.
218.00
7
0
SUPPLY & INSTALL STREET LIGHTING PER STREET LIGHTING PLAN
O�
29
0
CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLA -
N 313 1 ,
d-
0
12040'49"
CASE PER PLAN AND DETAILS ON SHEET 2
�--
V � • u ` \ \ ' �l � - , 2 f �y1 %'7�, � t�y, "a �r �tl 3� r,'lii :�- ?+ �- � ri'1 � ) _ ✓.F ic:. t,iA r t � •'�. ':t.. ,• r ';:Js� `S k.: t..>�' �•-1 / /-
9 STA. 31+43
. TECISTTRFEcn
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CIT AVEN E
6� t cies -'�r�• r i y�7
+50.00 0 STA 39 89.24 , R� s; u: Fx•.;�yr. :., 1.:_: _' ,-
STA 38 �� � �,� � � �r~<.r• , � J,`��� � ,r:> >•- TUMER LANE r r �Al 6b
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STA 39+89.24 S 2+ .6 Y �G ,
t`
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LOYOLA COU ; r
SEE SHT 6
O REV. REVISION DESCRIPTION
BENCHMARKIrl 1-1
p
SAN BERNARDINO COUNTY
B.M. OF 627, •NAVD 88
ELEVATION: 1011.70 FEET
TOLL FREE -qqmm""-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
V -0m
R.EcbRr-> 'c>A ►w11vG
0
IS }tl `� ,t'r� a • f ±�, %i c � a ;,+`:F;�.�'J'i�` } t5 h� �> >`4a7 ,��t,tl�i��Y,i3 �tJ •, _- �- '� �� 1
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4•1 cn 00O O•
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I 1II
1I
I
I I t7� `p,✓d 1
CITADEL AVENUE TERRACINA LANE
SEE SHT 3
STA 50+00.00 TO STA 51+93.35
Fo ).
CURVE
TABLE
ENGR.
CITY
CURVE
LENGTH
RADIUS
TANGENT
DELTA
1
146.24
300.00
74.60
27'55'49"
2
44.15
55.00
22.34
45'59'42"
3
12.73
200.00
6.37
3038'49"
4
39.27
25.00
25.00
89'59'56"
5
59.97
182.00
30.26
18052'41 "
6
13.87
218.00
6.94
3'38'49"
7
23.68
107.00
11.89
12040'49"
8
76.28
58.00
44.79
75021'14"
9
12.71
107.00
6.36
6048'27"
10
100.23
318.00
50.54
18'03'35"
11
45.80
25.00
32.57
104058'34"
12
29.70
37.00
15.70
4505942"
13
137.47
282.00
70.13
27'55'49"
14
39.27
25.00
25.00
901100'00"
15 1
36.48
25.00
22.36
83'3654"
LEGEND
O
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
of
PLAN PREPARED BY:
CITY OF FONTANA, CALIFORNIA
o�
000
0
j
Q)
0
n-
X
r-
000
'1,
%7
PROPOSED AC PAVEMENT
STREET IMPROVEMENT PLANS
DRAWN BY:
TWH
SOUTHRIDGE VILLAGE
TRA T 14245
CIT L AVE E 1 , ANE & TERRACINA LANE
SCALE:
AS SHOWN
17801 CARTWRIGHT ROAD
IRVINE CA 92614 (949) 474-1400
DESIGNED BY:
DATE:
06-06-2005
PROPOSED SIDEWALK
DER TM SLMVL%M OR
1�
CHECKED BY:
LOV
DRAWING NO.:
3874
4
6
��jN
-717-7105"-
DONALD R. GORDON R.C.E. 24725 DATE
RICARDO S DOVAL- CITY ENGR. R.C.E. 51f52 DATE
SAWCUT PAVEMENT
4-1
GRAPHIC SCALE
�-
0 20
40 80
160
/~n
V /
IN FEET)
Z
1 inch = 40 ft.
Ld
1
O
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
IQQROFESSypN9`
o R.cO� F�
p ZSURVEYORS
W a m
No. 024725
* Exp.12/31/05 *
sL
CIVIL \�o���
CpJ'
0FDRG
PLAN PREPARED BY:
CITY OF FONTANA, CALIFORNIA
o�
000
0
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VAN DELL AND ASSOCIATES, QVC,
CIVIL ENGINEERS
LAND PLANNERS
STREET IMPROVEMENT PLANS
DRAWN BY:
TWH
SOUTHRIDGE VILLAGE
TRA T 14245
CIT L AVE E 1 , ANE & TERRACINA LANE
SCALE:
AS SHOWN
17801 CARTWRIGHT ROAD
IRVINE CA 92614 (949) 474-1400
DESIGNED BY:
DATE:
06-06-2005
DER TM SLMVL%M OR
1�
CHECKED BY:
AP OVED :
DRAWING NO.:
3874
4
6
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-717-7105"-
DONALD R. GORDON R.C.E. 24725 DATE
RICARDO S DOVAL- CITY ENGR. R.C.E. 51f52 DATE