HomeMy WebLinkAbout5603-5Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
090°00'00"
25.00
39.27
25.00
C2
090°00'00"
25.00
39.27
25.00
C3
042°00'10"
280.00
205.26
107.49
C4
042°00'10"
300.00
219.92
115.17
C5
019°32'40"
320.00
109.15
55.11
C6
082°30'20"
25.00
36.00
21.93
C7
0821020"
25.00
36.00
21.93
C8
007°28'10"
320.00
41.72
20.89
C9
090°07'40"
25.00
39.33
25.06
C10
089°52'20"
25.00
39.21
24.94
C11
010°00'00"
110.00
19.20
9.62
C12
105°37'10"
60.00
110.60
79.07
C13
083°11'50"
45.00
65.34
39.95
Fc
083°11'50"
1 25.00
1 36.30
22.19
TR= -4.
TR=4.66%
L=110.60' O.0
50' V.C.
P.I.=83.48
25' 25 30.30'
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4,4140
Line Table
Line #
Direction
Length
L1
N79° 32'55.14"E
42.71
PREPARED UNDER THE SUPERVISION OF:
MADOLE
9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
Engi ring Communities for Life FAX: 909.481.6320
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CHECKED BY:
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50' V.C.
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4,4140
Line Table
Line #
Direction
Length
L1
N79° 32'55.14"E
42.71
TOLL FREE -Rommow, 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1
Fr q
�F qSE�9H Wq y
REV.
I 1 1. 1 low.
BLUEBONNET WAY OAK MOSS AVENUE
SEE SHEET I SEE SHEET 12
VALLEY OAK LANE
17
53
BENCH MARK: # 6-7
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
AS N 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
REVISION DESCRIPTION
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.
QFtOFESS/pN
��
�' -Z
= G C
Ld 3 No. 36637 c
Exp: 06-30-18 *
C / v k \- ��P
TFpFCAL�F��
PREPARED UNDER THE SUPERVISION OF:
MADOLE
9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
Engi ring Communities for Life FAX: 909.481.6320
��, DA : 1
DRAWN BY:
JM/EH
DESIGNED BY:
GB / SCL
CHECKED BY:
WLI
WENDELL . IWATSURU EXP.6- 0 18
`
PROFILE -�
HORIZ 1"= 40' -
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
80 120
CONSTRUCTION NOTES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%.
SEE GENERAL NOTES 31 & 32.
O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000,
O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1006.
O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO.1002. (W=16')
O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003.
SEE SHEET 11 FOR DETAILS.
O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
O INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN.
10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
11 ADJUST MANHOLE OR CLEANOUT TO FINISHED GRADE PER CITY STD PLAN NO. 2000.
12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER.
13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
14 REMOVE EXIST. BARRICADE
CITY OF FONTANA, CALIFORNIA
IN -TRACT STREET IMPROVEMENT PLANS
TRACT NO. 19960-2, -3 SCALE:
AS SHOWN
VALLEY OAK LANE DATE:
STA. 10+00.00 0 STA. 16+15.17 NOV. 2016
APPROVED -6-Y, { DRAWING NO.
6/8/17
CITY EN NEER R.C.E. 51152 DATE 5603
160
V15
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