HomeMy WebLinkAbout5607-210+00
11+00
= 19+73.83 BUSHBERRY AVE. ',(
Curve #
Delta
Radius
6
1
J15
090000'00"
�
39.27
25.00
C2
090°00'00"
45.00
70.69
45.00
C3
110°00'05"
BC
115.19
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92.34 TC;91.84 FL
6'
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26
BUSHBERRY AVENUE
090°00'00"
SEE SHEET 6
39.27
25.00
C11
090°00'00"
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70.69
45.00
C12
110°00'05"
60.00
CEDAR VIEW
85.69
4
= 19+73.83 BUSHBERRY AVE. ',(
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
090000'00"
25.00
39.27
25.00
C2
090°00'00"
45.00
70.69
45.00
C3
110°00'05"
BC
115.19
85.69
92.34 TC;91.84 FL
J
w o
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U2
O
008°45'38"
M
U
21.45
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300.00
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C7
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45.87
22.98
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C14
48.93
24.51
m
010°00'02"
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19.20
26
BUSHBERRY AVENUE
090°00'00"
SEE SHEET 6
39.27
25.00
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
090000'00"
25.00
39.27
25.00
C2
090°00'00"
45.00
70.69
45.00
C3
110°00'05"
60.00
115.19
85.69
C4
010°00'02"
110.00
19.20
9.62
C5
008°45'38"
280.00
42.81
21.45
C6
008°45'38"
300.00
45.87
22.98
C7
008°45'38"
300.00
45.87
22.98
C8
008°45'38"
320.00
48.93
24.51
C9
010°00'02"
110.00
19.20
9.62
C10
090°00'00"
25.00
39.27
25.00
C11
090°00'00"
45.00
70.69
45.00
C12
110°00'05"
60.00
115.19
85.69
W 5
11 TYP
Line Table
Line #
Direction
Length
L1
N80°27'00"W
42.710
L2
N79°32'55"E
42.710
TRACT
25
12+00
17
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CEDAR VIEW LANE
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
W
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17+00
91
16+49.86 CEDAR VIEW LN.
=19+66.83 APPLEWOOD AVE.
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REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
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=19+66.83 APPLEWOOD AVE.
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I
APPLEWOOD AVENUE
SEE SHEET 8
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.
PROFILE
HORIZ 1"= 40'
VERT 1"= 4' -
PLAN 1"= 40'
SCALE IN FEET
CONSTRUCTION NOTES
1O 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.
O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
O4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
5O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16')
O 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 10 FOR DETAILS.
O 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 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
15 APPLY THERMOPLASTIC DOUBLE YELLOW STRIPE PER DETAIL 22.
16 APPLY 12" WHITE LIMIT LINE
BENCH MARK: # 6-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 3519 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS
ELEVATION: 1739.006' OF BEARINGS FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
OFLss/IV,, I c�
(t(mADOLE
IN-TRACT STREET IMPROVEMENT PLANS
`1 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT NO. 19961 & 19961-1 SCALE:
W 3 No. 36637 � M RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322 DM /+ AS SHOWN
Exp: 06-30-18 {r Eng Bering Communities for Lif FAX 909.481.6320 DESIGNED BY: CEDAR VIEW LANE DATE:
C V 1 ��P GB / SCL STA. 10+00.00 TO STA. 16+49.86 JAN. 2017
TFCFCAL�F�� DAT 1 CHECKED BY: APPROVE" BY: / DRAWING NO.
WENDE L L TS RU EXP. -30- 8 WLI��/ 6/8/17 5607 2
CITY ENGINEER R.C.E. 51152 DATE 9
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