HomeMy WebLinkAbout3533-71 All
t2
10+00
' A
11+00
12+00
EAGLEMONT DRIVE �SET21 __27t��2 7�,'
20'-
VAR.I =
25
TRACT
BNDRY.
TOLL FREE �� 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
/i
4,�i
vQ QpFESS!{,
O� 36537
VERT 1"4
PLAN 1'= 40'
SCALE IN FEET
40 80 120
THESE RECORD DRAWINGS BEEN PREPAREDIN
.
PART ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 19
®HAVE BEEN INCORPORATED INTO THE D=MENTS AS
A RESULT THEREOF.
CONS TRUC TION NOTES
1� CONSTRUCT 4 1/2 AC PAVEMENT (MIN.) OVER 12 OF 957 COMPACTED
NATIVE MATERIAL.
2� CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
G)__ CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006.
OS - CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 .
O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
"W" PER PLAN
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE A &
CASE B. SEE DETAIL ON SHEET 4.
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 130.
INSTALL STREET NAME SIGN PER CITY STD. NO. 139
10 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17).
11 INSTALL R1 STOP SIGN W/ LIMIT LINE & 'STOP" LEGEND
REV. I REVISION DESCRIP77ON
REG. DWG.
DATE I ENGR. I CITY I DATE
4
10+00
.7
20
21
CURVE TABLE
C
CURVE
LENGTH
RADIUS
TANGENT
DELTA
Q
40.64
25.00
26.41
93'08'39"
®
30.61
107.00
15.41
16'2j22"
Q
141.12
38.00
129.20
212'4643"
Q
30.61
107.00
15.41
16'2322 "
®
40.64 1
25.00 1
26.41
1 93°08'39 "
25
TRACT
BNDRY.
TOLL FREE �� 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
/i
4,�i
vQ QpFESS!{,
O� 36537
VERT 1"4
PLAN 1'= 40'
SCALE IN FEET
40 80 120
THESE RECORD DRAWINGS BEEN PREPAREDIN
.
PART ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 19
®HAVE BEEN INCORPORATED INTO THE D=MENTS AS
A RESULT THEREOF.
CONS TRUC TION NOTES
1� CONSTRUCT 4 1/2 AC PAVEMENT (MIN.) OVER 12 OF 957 COMPACTED
NATIVE MATERIAL.
2� CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
G)__ CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006.
OS - CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 .
O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
"W" PER PLAN
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE A &
CASE B. SEE DETAIL ON SHEET 4.
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 130.
INSTALL STREET NAME SIGN PER CITY STD. NO. 139
10 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17).
11 INSTALL R1 STOP SIGN W/ LIMIT LINE & 'STOP" LEGEND
REV. I REVISION DESCRIP77ON
REG. DWG.
DATE I ENGR. I CITY I DATE
4
10+00
.7
20
21
LV,51 6'.04
lo' 6' 1
CATCH BASIN #2
LOCAL DEPRESSION DETAIL (CASE B)
15 14 13m ,. 12 1 10)1 10
5
10
�
io0 oW
J W U U
6
6
22 23
', r - I VO
E_5IJ 2
H=4 -
� H, _0.1
0 16'
CATCH BASIN //I
LOCAL DEPRESSION DETAIL (CASE B,�
1"_- 10,
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.
U
50
8"WATERI
m
O
C
RAILROADSPIKE AT INTERSECTION
co
N
0 Nin
SHOWN ON MAP OF TR. 15908, BLED
Q
ON THE EAST SIDE OF CITRUS AVE.
C'4 � U
31.27
5.
BERNARDINO COUNTY, WAS USED AS
LAS.
1406.00
THE BASIS OF BEARINGS FOR THIS MAP.
6'43'06"
Q
Prepared Under The Supervision Of :
107.00
E
PREPARED IN THE OFFICE OF
C
141.12
MADOLE AND ASSOCIATES, INC.
129.20
212 -464J -
12'4643"30.61
DRAWN BY
w ¢No, 62183 0 �'
PROI
}
* Exp 9-30-05
5� F 8
E
�TqT CI V I\- ��~PRM
FQPCA�IF�
94Date : '2 41"O {
2
CHECKED BY
107.00
9.41
RCE 6218 EXP. 9-30-05
98.72
RM
67.94
101 '00'22 "
Q
208.61
1388.00
104.50
1 8'36'41 "
Q
77.29
53.00
47.J5
83'33' 19 "
S
�1
11+00
12+00
ii
LV,51 6'.04
lo' 6' 1
CATCH BASIN #2
LOCAL DEPRESSION DETAIL (CASE B)
15 14 13m ,. 12 1 10)1 10
5
10
�
io0 oW
J W U U
6
6
22 23
', r - I VO
E_5IJ 2
H=4 -
� H, _0.1
0 16'
CATCH BASIN //I
LOCAL DEPRESSION DETAIL (CASE B,�
1"_- 10,
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.
U
50
8"WATERI
m
U U
13 14
RW
7f' JC7' 1�VJ
-16-5-410-J
0
Io
14+00
15+00
EA GL
7-
A,y
L�
50'
25�N II
9
V
6'�' 21
_ Q
cn
i
W nn
®� 20
4)•
PROP
h ` g$. 6 x
x a `� 19
LO
6 o O ?
17
LA KE PA DDEN LA NE
BENCH MARK: No. 615
O
C
RAILROADSPIKE AT INTERSECTION
co
N
0 Nin
SHOWN ON MAP OF TR. 15908, BLED
Q
ON THE EAST SIDE OF CITRUS AVE.
C'4 � U
31.27
5.
BERNARDINO COUNTY, WAS USED AS
LAS.
1406.00
THE BASIS OF BEARINGS FOR THIS MAP.
6'43'06"
Q
Prepared Under The Supervision Of :
107.00
E
PREPARED IN THE OFFICE OF
C
141.12
MADOLE AND ASSOCIATES, INC.
129.20
212 -464J -
12'4643"30.61
DRAWN BY
w ¢No, 62183 0 �'
PROI
}
* Exp 9-30-05
5� F 8
E
�TqT CI V I\- ��~PRM
FQPCA�IF�
94Date : '2 41"O {
2
CHECKED BY
U U
13 14
RW
7f' JC7' 1�VJ
-16-5-410-J
0
Io
14+00
15+00
EA GL
7-
A,y
L�
50'
25�N II
9
V
6'�' 21
_ Q
cn
i
W nn
®� 20
4)•
PROP
h ` g$. 6 x
x a `� 19
LO
6 o O ?
17
LA KE PA DDEN LA NE
BENCH MARK: No. 615
BASIS OF BEARINGS.-
EARINGS.RAILROAD
RAILROADSPIKE AT INTERSECTION
THE BEARING OF N00' 16'44 "W ALONG
THE CENTERLINE OF CITRUS AVENUE, AS
RADIUS
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE NO. 9011E
SHOWN ON MAP OF TR. 15908, BLED
Q
ON THE EAST SIDE OF CITRUS AVE.
IN BOOK 271, PAGES 34 THROUGH 39,
INCLUSIVE, OF MAPS, RECORDS OF SAN
31.27
ELEVATION 1467.59
BERNARDINO COUNTY, WAS USED AS
164.86
1406.00
THE BASIS OF BEARINGS FOR THIS MAP.
6'43'06"
Q
Prepared Under The Supervision Of :
107.00
E
PREPARED IN THE OFFICE OF
®
141.12
MADOLE AND ASSOCIATES, INC.
129.20
212 -464J -
12'4643"30.61
DRAWN BY
w ¢No, 62183 0 �'
10601 CHURCH STREET, STE. 107
RK
* Exp 9-30-05
RANCHO CUCAMONGA, CA 91730
PHONE (9091 948-1311
DESIGNED BY.
�TqT CI V I\- ��~PRM
FQPCA�IF�
94Date : '2 41"O {
CHECKED BY
107.00
9.41
RCE 6218 EXP. 9-30-05
98.72
RM
67.94
101 '00'22 "
Q
SIERRA LAKES SPECIFIC PLAN
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
TRACT 16540-1,-2 & -3 SCAL
AS SHOWN
COURT 87LAIKE PADDEN LANE DATE
AUG 2003
APPR D DRAWING NO. 7
3533 7
lTY ENGINEER R. C. E. 51152 DATE
J:\826-1183\streets\ST07.dwg, 02/10/2004 05:11:34 PM, rk
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
Q
51.04
35.00
31.27
83°33' 19 "
®
164.86
1406.00
82.53
6'43'06"
Q
30.61
107.00
15.41
16°2,322"
®
141.12
38.00
129.20
212 -464J -
12'4643"30.61
JO. 61
107.00
15.41
16°2322"
113.68
1370.00
56.87
4-45'15-
°45'15"18.76
18.76
107.00
9.41
10'02'51 "
98.72
56.00
67.94
101 '00'22 "
Q
208.61
1388.00
104.50
1 8'36'41 "
Q
77.29
53.00
47.J5
83'33' 19 "
SIERRA LAKES SPECIFIC PLAN
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
TRACT 16540-1,-2 & -3 SCAL
AS SHOWN
COURT 87LAIKE PADDEN LANE DATE
AUG 2003
APPR D DRAWING NO. 7
3533 7
lTY ENGINEER R. C. E. 51152 DATE
J:\826-1183\streets\ST07.dwg, 02/10/2004 05:11:34 PM, rk