HomeMy WebLinkAbout5607-31785 C
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
090000'00"
25.00
39.27
39.27
C2
090000'00"
25.00
39.27
39.27
C3
008045'38"
280.00
42.81
42.81
C4
008045'38"
300.00
45.87
45.87
C5
008045'38"
320.00
48.93
48.93
C6
008°45'38"
280.00
42.81
42.81
C7
008°45'38"
300.00
45.87
45.87
C8
008°45'38"
320.00
48.93
48.93
C9
090°00'00"
25.00
39.27
39.27
C10
090°00'00"
25.00
39.27
39.27
TR= -4.00%
TR=0.60%
-----------------
=1 - i /00770
50' V.C. I _' 1
P.I.=88.26
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50' V.C. O.C:
50' V.C.
P.I.=88.23
P.I.=85.35
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P.I.=85.32
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P.I.=85.32
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BASIS OF BEARINGS:
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THE CENTERLINE OF CITRUS AVENUE AS
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TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
50' V.C.
P.I.=94.81
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BASIS OF BEARINGS:
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■
SAN BERNARDINO COUNTY BENCHMARK
Irk ����
THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 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.
1
PREPARED UNDER THE SUPERVISION OF:
�+
CITY OF FONTANA, CALIFORNIA
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= G Z
W 3 C m
MA D O L E 8302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
NO. 19961 & 19961-1
SCALE:
No. 36637
RANCHO CUCAMONGA, CA. 91730
DM
50' V.C.
P.I.=94.81
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- PROFILE'
HORIZ 1"= 40'
VERT 1"= 4'
15+00 16+00 17+00 PLAN 1"= 40'
SCALE IN FEET
0 40 80 1
32
TRACT N0. 9961
\-PROP. SEWER
37
33
N89°33'00"E
PROP. R/W
34J G ,
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M 1 ' 20' 20' 1 1
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16+49.86 CEDAR VIEW LN. <
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11 16 6 16
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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.
CONSTRUCTION NOTES
1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
O2 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.
4O 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 10 FOR DETAILS.
O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
O9 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
Irk ����
THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 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.
1
PREPARED UNDER THE SUPERVISION OF:
�+
CITY OF FONTANA, CALIFORNIA
IN -TRACT STREET IMPROVEMENT PLANSTRACT
= G Z
W 3 C m
MA D O L E 8302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
NO. 19961 & 19961-1
SCALE:
No. 36637
RANCHO CUCAMONGA, CA. 91730
DM
- PROFILE'
HORIZ 1"= 40'
VERT 1"= 4'
15+00 16+00 17+00 PLAN 1"= 40'
SCALE IN FEET
0 40 80 1
32
TRACT N0. 9961
\-PROP. SEWER
37
33
N89°33'00"E
PROP. R/W
34J G ,
Nf
M 1 ' 20' 20' 1 1
U ch (Y j O
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16+49.86 CEDAR VIEW LN. <
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11 16 6 16
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(D Mj J O
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;OHw Urn >
+ L1 -I
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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.
CONSTRUCTION NOTES
1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
O2 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.
4O 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 10 FOR DETAILS.
O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
O9 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 35/9 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.
1
PREPARED UNDER THE SUPERVISION OF:
�+
CITY OF FONTANA, CALIFORNIA
IN -TRACT STREET IMPROVEMENT PLANSTRACT
= G Z
W 3 C m
MA D O L E 8302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
NO. 19961 & 19961-1
SCALE:
No. 36637
RANCHO CUCAMONGA, CA. 91730
DM
AS SHOWN
Exp: 06-30-18
PHONE: 909.481.6322
En veering Communities for Life FAX 909.481.6320
AMBROSIA LANE
DESIGNED BY:
DATE:
�Q
GB / SCL
STA. 10+00.00 STA. 16+49.86
JAN. 2017
c / V
TFOFCAL�F
4w DAT QCHECKED
BY:
APPPROVV Y:
DRAWING NO.
WENDELL. AT RU EXP. 6 0-1
L
WLI
6/8/17
5607
9
I
I
ICITY ENGI ER R.C.E. 51152 DATE
El