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IN -TRACT STREET IMPROVEMENT PLANS
Curve Table
PROP, RM
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RADIUS LENGTH TANGENT
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9 21
22
23
24
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.
TR. NO
19960-3
CITY OF FONT) NA, CALIFORNIA
9
27
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-71
IN -TRACT STREET IMPROVEMENT PLANS
Curve Table
PROP, RM
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DELTA
RADIUS LENGTH TANGENT
LO
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20
9 21
22
23
24
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.
TR. NO
19960-3
CITY OF FONT) NA, CALIFORNIA
9
27
o
J
Uj
Uj
-71
IN -TRACT STREET IMPROVEMENT PLANS
Curve Table
PROP, RM
o
N
I
0'
65
CURVE
DELTA
RADIUS LENGTH TANGENT
LO
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DESIGNED BY:
GB / SCL
DATE:
NOV. 2016
Ln LU~o
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CHECKED BY:
WLI
APPROVE
�` 6/8/17
C1
90° 00' 00"
25.00' 39.27' 25.00'
WEN ELL L. NVAISURU EXP. -30-1
CITY ENGINEER R.C.E. 51152 DATE
C2
90° 00' 00"
25.00' 39.27' 25.00'
66
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23
24
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.
TR. NO
19960-3
CITY OF FONT) NA, CALIFORNIA
9
27
o
J
Uj
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-71
IN -TRACT STREET IMPROVEMENT PLANS
Curve Table
PROP, RM
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PROP. RNV
TR. NO. 19960-3
36 37 36 35 34
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VALLEY OAK LANE
PROFILE
HORIZ 1"= 40' -
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
80 120
I 19960-2
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VALLEY OAK LANE
SEE SHEET 5
CONSTRUCTION NOTES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%.
(SEE GENERAL NOTES 31 & 32).
2O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO.1000.
30 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')
6O CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
7O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. SEE SHEET 14-15 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.
BENCH MARK: # B-7 BASIS OF BEARINGS: 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0.6001
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
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
160 1
REVISION DESCRIPTION
DATE
SEE SHEET
CITY
5
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
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W 3 No. 36637 C m
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Exp: 06-30-18 *
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UPC AL�F
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
�Gv z4*-Ul DAT I �
CITY OF FONT) NA, CALIFORNIA
9
27
60'
-71
IN -TRACT STREET IMPROVEMENT PLANS
Curve Table
��
o
o
1 ' 20' 20'
0'
65
CURVE
DELTA
RADIUS LENGTH TANGENT
LO
U
DESIGNED BY:
GB / SCL
DATE:
NOV. 2016
Ln LU~o
o Lu
m
CHECKED BY:
WLI
APPROVE
�` 6/8/17
C1
90° 00' 00"
25.00' 39.27' 25.00'
WEN ELL L. NVAISURU EXP. -30-1
CITY ENGINEER R.C.E. 51152 DATE
C2
90° 00' 00"
25.00' 39.27' 25.00'
66
I
16+62.67 BLUBONNET WAY
W
14+05.27 VALLEY OAK LN.
TR. N0.
67
I 19960-2
C
Uo
o U _I
co 00 W U_
cli
cn
�00
68
�8co
VALLEY OAK LANE
SEE SHEET 5
CONSTRUCTION NOTES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%.
(SEE GENERAL NOTES 31 & 32).
2O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO.1000.
30 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')
6O CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
7O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. SEE SHEET 14-15 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.
BENCH MARK: # B-7 BASIS OF BEARINGS: 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0.6001
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
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
160 1
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
�� I �• lwq ^
=O SG
�' �'
m
W 3 No. 36637 C m
r
Exp: 06-30-18 *
kp C / � 1 \- ��Q
TF o�LL
UPC AL�F
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
�Gv z4*-Ul DAT I �
CITY OF FONT) NA, CALIFORNIA
IN -TRACT STREET IMPROVEMENT PLANS
DRAWN BY:
JM/EH
TRACT NO. 19960-3
BLUEBONNET WAY
STA. 10+00.0 TO STA. 16+62.67
SCALE:
AS SHOWN
DESIGNED BY:
GB / SCL
DATE:
NOV. 2016
CHECKED BY:
WLI
APPROVE
�` 6/8/17
DRAWING N0.
5603
11
15
WEN ELL L. NVAISURU EXP. -30-1
CITY ENGINEER R.C.E. 51152 DATE
J:\126-2659\street\TR 19960\ST11.dwg, 4/25/2017 1:42:24 PM, DWG To PDF.pc3