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SEE SHEET 3
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28
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Curve #
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LANTANA STREET
SEE SHEET 3
D
29
10+00.00 Grassland Ave.
=12+20.00 Lantana St.
28
27
RON - Ifpp1-.g' OPA
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CONSTRUCTION NOTES SEE SHEET 3
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.
R4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1006.
5O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16')
R6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003.
SEE SHEET 10 FOR DETAILS.
R8 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.
G
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 12" WHITE LIMIT LINE.
16 APPLY 50' DOUBLE YELLOW STRIPE PER DETAIL 22.
12+00
Curve Table
Curve #
6 '� PROP. SEWER
U-= 67
68
69
C1
090°00'00"
o-
39.27
25.00
7
20'
1'
mM
25.00
C3
090°00'00"
30.00
47.12
UJ
C4
090°00'00"
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47.12
30.00
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CONSTRUCTION NOTES SEE SHEET 3
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.
R4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1006.
5O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16')
R6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003.
SEE SHEET 10 FOR DETAILS.
R8 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.
G
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 12" WHITE LIMIT LINE.
16 APPLY 50' DOUBLE YELLOW STRIPE PER DETAIL 22.
12+00
Curve Table
Curve #
6 '� PROP. SEWER
Radius
Length
13 TYP 1
C1
090°00'00"
25.00
39.27
25.00
3 - 12 } PROP. S.D.
090°00'00"
25.00
11
25.00
C3
090°00'00"
30.00
47.12
30.00
C4
090°00'00"
30.00
47.12
30.00
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CONSTRUCTION NOTES SEE SHEET 3
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.
R4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1006.
5O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16')
R6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003.
SEE SHEET 10 FOR DETAILS.
R8 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.
G
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 12" WHITE LIMIT LINE.
16 APPLY 50' DOUBLE YELLOW STRIPE PER DETAIL 22.
12+00
Curve 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
090°00'00"
30.00
47.12
30.00
C4
090°00'00"
30.00
47.12
30.00
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BASIS OF BEARINGS:
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DEWBERRY STREET
THE CENTERLINE OF CITRUS AVENUE AS
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1
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A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
STA' 10+00.00 STA. 20+48.98
Nov. 2016
SEE SHEET 2
AS N 01'10'30" W WAS USED AS THE BASIS
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OF BEARINGS FOR THIS MAP.
,
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REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
60' z N
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SCALE IN FEET
80 120
68
BENCH MARK: # B-7
BASIS OF BEARINGS:
TRACT NO. 19962, -2
DEWBERRY STREET
THE CENTERLINE OF CITRUS AVENUE AS
JJ'
1
'
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
STA' 10+00.00 STA. 20+48.98
Nov. 2016
SEE SHEET 2
AS N 01'10'30" W WAS USED AS THE BASIS
6/8/17
5611
OF BEARINGS FOR THIS MAP.
CITY ENGINEER R.C.E. 51152 DATE
Z (o Q
9
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
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PROFILE
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PLAN 1"= 40'
SCALE IN FEET
80 120
68
BENCH MARK: # B-7
BASIS OF BEARINGS:
TRACT NO. 19962, -2
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
JJ'
1
'
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
STA' 10+00.00 STA. 20+48.98
Nov. 2016
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
6/8/17
5611
OF BEARINGS FOR THIS MAP.
CITY ENGINEER R.C.E. 51152 DATE
ELEVATION: 1739.006'
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 DILIGENTAi
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
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PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
PHONE= 909.481.6322
ngineering Communities for Life FAX: 909.481.6320
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PROFILE
HORIZ 1"= 40' -
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
80 120
68
IN ACT STREET IMPROVEMENT PLANS
TRACT NO. 19962, -2
22'
22'
JJ'
1
'
DATE:
STA' 10+00.00 STA. 20+48.98
Nov. 2016
PPROVED_BY
DRAWING NO.
6/8/17
5611
-
CITY ENGINEER R.C.E. 51152 DATE
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IN ACT STREET IMPROVEMENT PLANS
TRACT NO. 19962, -2
SCALE:
GRASSLAND AVENUE
As SHOWN
DATE:
STA' 10+00.00 STA. 20+48.98
Nov. 2016
PPROVED_BY
DRAWING NO.
6/8/17
5611
L10
CITY ENGINEER R.C.E. 51152 DATE
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