HomeMy WebLinkAbout3080-3AVE 21 NAGARA DRIVE
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A21
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I REV. I REVISION DESCRIPTION
141
O
0
DIAL
CURVE TABLE
TWO WORKING
CURVE
RADIUS
DELTA
LENGTH
TANGENT
C
25.00
89.54'54"
39.23
24.96
D
25.00
90'05'06»
39.31
25.04
(E>
300.00
7.24'07»
38.76
19.41
(F>
300.00
7.24'07"
38.76
19.41
(G>
282.00
7.24'07"
36.43
18.24
H
318.00
7'24'07"
41.08
20.57
I >
318.00
7'24'07"
41.08
20.57
J >
282.00
7.24'07"
36.43
18.24
U
145.50
14.29'29"
36.80
18.50
V
50.00
6'38'37"
5.80
2.90
W
277.50
7.17'55"
35.35
17.70
X
50.00
5'56'24"
4.77
2.39
Z
322.50
5'56'24"
33.43
16.73
Y
50.00
7.35'03"
6.62
3.31
<0>
295.50
6'52'01 "
35.50
17.77
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,DRAWN
E
!O Ws S�Fy�
Iff ��
No. 62183 rn
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
O w / Q M3 I- O rn cfl , - N
�G m 1 0� 2± 1 1 11 0 oz N 3 N 4 5� "+' 6 7� ' 8 9`O ' 1 ° X10 ° W
i I ±I` g c� 0 9 9 9 9 9 9 9 9
A21
++�O
I REV. I REVISION DESCRIPTION
141
O
0
DIAL
RECORD DRAWING
TWO WORKING
4
FINAL SUBMITTAL
BEFORE
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
�.
DAYS BEFORE
SCALE I N FEET
YOU DIG
YOU
3
3RD SUBMITTAL
TOLL FREE
1-800-227-2600
2
2ND SUBMITTAL
A PUBLIC SERVICE
BY UNDERGROUND SERVICE ALERT
0 40 80 120
160
1
1ST SUBMITTAL
DIG
STREET CONSTRUCTION NOTES
O2 CONSTRUCT 4" AC OVER 12" COMPACTED NATIVE SOIL (95%)
OCONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD
DWG 1003
O CONSTRUCT MODIFIED CROSS GUTTER PER CITY OF FONTANA STD
DWG 104 (W=8')
O7 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD
DWG 1015
O8 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006
O9 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD DWG 103
11 INSTALL STREET LIGHT 5,800 LUMEN PER CITY OF FONTANA STD
DWG 1016
12 INSTALL STREET NAME SIGNS
13 REMOVE EXISTING BARRICADE & REDWOOD HEADER, AND FEATHER
AC PAVEMENT FOR A SMOOTH JOIN WITH EXISTING AC PAVEMENT
STORM DRAIN CONSTRUCTION NOTES
20 CONSTRUCT CATCH BASIN PER APWA STD DWG. 302-2
21 CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG 313-1,
CASE A
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
SCALE I N FEET
PART ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT 8E
BENCH MARK: 360
BASIS OF BEARINGS:
0 40 80 120
160
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED IKr�O THE DOCUMENT'S AS
CITY OF FONTANA BENCH MARK.
THE BASIS OF BEARINGS FOR THIS
A RESULT THEREOF.
NAIL IN POLE #1536704E AT
MAP IS NO'02'39"W. BEING THE
SOUTH WEST CORNER OF LIME
CENTERLINE OF ALMERIA AVENUE AS
AVENUE AND BASELINE ROAD
SHOWN ON PARCEL MAP 3218,
ELEVATION: 1376.09
P.M.B. 29/15 WAS USED.
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
lu
W
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,DRAWN
E
!O Ws S�Fy�
Iff ��
No. 62183 rn
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
STREET IMPROVEMENT PLANS
BY: TRACT NO.11006
MJG
JACKSON DRIVE
»
1 =40
co
I
I30/0
a4*r
2/25
/
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
Exp: 9-30-05
PHONE (909) 948-1311
DESIGNED BY- FROM ALMERIA AVENUE TO ±650'
DATE:
)1/28
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
qTF civWv p��\P
OFCA�WE
E'LY OF ER VENUE
CHECKED BY. APPR BY:
FEB, 2002
12/4
STANDARDS IN EFFECT.
ate
RCE 62183 EXP. 9-30-05
MLB "2 _ Z -0
RC'1 CITY ENGINEER R.C.E. 1152 DATE
DRAWING NO.: 3
3080 6
F-
Q
r
9/12
J:\692-1430\streets\STREET03.dwg,
02/25/2002 03:43:09 PM,
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