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P.V. I 1516.78
PROFILE SCALE �c �o - �' m
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HOR I Z . 1 "= 40' +
VERT. 1 "= 8' o
L=210-635 vK CURs
1500- I I
10+00 11+00 12+ 00
DATA DATA
0
DELTA/BE_AR I NG
RADIUS
LO
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P.V. I 1516.78
PROFILE SCALE �c �o - �' m
W 0
HOR I Z . 1 "= 40' +
VERT. 1 "= 8' o
L=210-635 vK CURs
1500- I I
10+00 11+00 12+ 00
DATA DATA
0
DELTA/BE_AR I NG
RADIUS
LO
0
Q
25°11'40"
600.00
cu m+
LO
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21003'05"
O m
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111.48
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91.93
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450.00
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54.83
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m
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P.V. I 1516.78
PROFILE SCALE �c �o - �' m
W 0
HOR I Z . 1 "= 40' +
VERT. 1 "= 8' o
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1500- I I
10+00 11+00 12+ 00
DATA DATA
0
DELTA/BE_AR I NG
RADIUS
LEN./DIST.
TANGENT
Q
25°11'40"
600.00
263.84
134.09
0-
21003'05"
cu N
+
111.48
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91.93
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3.405%
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26.03
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432.00
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P.V. I 1516.78
PROFILE SCALE �c �o - �' m
W 0
HOR I Z . 1 "= 40' +
VERT. 1 "= 8' o
L=210-635 vK CURs
1500- I I
10+00 11+00 12+ 00
DATA DATA
0
DELTA/BE_AR I NG
RADIUS
LEN./DIST.
TANGENT
Q
25°11'40"
600.00
263.84
134.09
Q
21003'05"
500.00
220.45
111.48
Q
23005'35"
450.00
181.37
91.93
Q
003857"
450.00
5.10
2.55
Q
N 22031'28"E
168.63
Q
N 22031'28"E
+ .
88.88
0
92018'30"
25.00
40.28
26.03
Q
94040'42"
25.00
41.31
27.13
1Q
17004109"
432.00
128.70
54.83
Ig
N 46016'00"E
DEPRE5610N
113.65
m m C6
v
A_
PSP o
0030
03 o
5
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= 1 1+80-59 SAODL E PE
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13+00 14+00
Q DELTA/BEARING RADIUS LEN./DIST. TANGENT
LL 46014'45" 518.00 498.81 263.89
Q N 0001 ' 15"E 27.89
La 20046'01" 582.00 210.95 106.64
8 94025'39" 25.00 41.20 27.01
Q 16037'26" 582.00 168.86 85.03
8 18019'42" 468.00 149.71 75.50
8 1002433" 110.00 19.98 10.02 ® 0
la 15049'23" 90.00 24.85 12.51
la N 22031-28"E 127.73
t9 � � �.► `9 a •
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1
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13+00 14+00
Q DELTA/BEARING RADIUS LEN./DIST. TANGENT
LL 46014'45" 518.00 498.81 263.89
Q N 0001 ' 15"E 27.89
La 20046'01" 582.00 210.95 106.64
8 94025'39" 25.00 41.20 27.01
Q 16037'26" 582.00 168.86 85.03
8 18019'42" 468.00 149.71 75.50
8 1002433" 110.00 19.98 10.02 ® 0
la 15049'23" 90.00 24.85 12.51
la N 22031-28"E 127.73
t9 � � �.► `9 a •
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1
10 00.00=FC�,Y�IELO
1519.25 F.S.
2 ti
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No. 25742
Exp. 12-31-01 �• ,� G •
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CONSTRUCT 4" THICK CONCRETE SIDEWALK
sr
652
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S
STANDARD CROSS GUTTER AND SPANDREL
5F
PER CITY OF FONTANA STANDARD DETAIL 104
682
3
�O
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R
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CITY OF FONTANA STANDARD DETAIL 109
0 13 LOCAL
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O10
CONSTRUCT RAMPED CURB RETURN
EA
NT4
PLANS PREPARED UNDER THE DIRECTION OF:
-/64M 1 r
• 4
J.KAPP R C.E. # 22015
MY REGISTRATION EXPIRES 9-30-93
15+00
16+00 17+00 18+00
SIGNING AND STRIPING CONSTRUCTION NOTES
10 INSTALL NO PARKING SIGNS PER CITY OF FONTANA
STANDARD NO. R26(S).
22 INSTALL STOP SIGN PER CITY OF FONTANA STD. R1
3� PROVIDE PAINTED STOP BAR AND STOP PAVEMENT
MARKING PER CITY OF FONTANA STANDARD
® PROVIDE MEDIAN SIGNAGE PER CITY OF FONTANA
STANDARD R7/R7A
I h
19+00 20+00
CONSTRUCTION NOTES AND QUANTIY ESTIMATES
cT
76.
cj ¢� 3 ® �.�,� PADDOCK LANE
4u m �o 3 o SEE SHEET NO.2
n,4) t�`4 43 `9 ® 56'I re
T
SH T QUANTITIES
ITEM
DESCRIPTION
UNIT
PH.1 PH.2
PH.
OCONSTRUCT
4" AC OR EQUIVALENT SECTION OF AC ON
5F
3 283
T. GR. --2.483%
AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL
TONS
3
CONSTRUCT CONCRETE CURB AND GUTTER
L.P
18 5
C8" CF PER CITY OF FONTANA STANDARD DETAIL 101)
8%
CONSTRUCT 4" THICK CONCRETE SIDEWALK
sr
652
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S
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5F
PER CITY OF FONTANA STANDARD DETAIL 104
682
3
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to
Ho+
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CITY OF FONTANA STANDARD DETAIL 109
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P.V.I.=1524.78
16+00 17+00 18+00
SIGNING AND STRIPING CONSTRUCTION NOTES
10 INSTALL NO PARKING SIGNS PER CITY OF FONTANA
STANDARD NO. R26(S).
22 INSTALL STOP SIGN PER CITY OF FONTANA STD. R1
3� PROVIDE PAINTED STOP BAR AND STOP PAVEMENT
MARKING PER CITY OF FONTANA STANDARD
® PROVIDE MEDIAN SIGNAGE PER CITY OF FONTANA
STANDARD R7/R7A
I h
19+00 20+00
CONSTRUCTION NOTES AND QUANTIY ESTIMATES
cT
76.
cj ¢� 3 ® �.�,� PADDOCK LANE
4u m �o 3 o SEE SHEET NO.2
n,4) t�`4 43 `9 ® 56'I re
T
cn
IIV, 18+50.19 PHEA5f1NT DRIVE
OFTA0 N t1 =22+76.49 PADDOCK. LANE
REVISIONS Engineer City BENCHMARK:
No: Disori tion: Approval Date: Approval Date: JP. KAPP ASSOCIATES, INC.
PHASE REV15ION5 1/-8-94 G• ZZ-!."
2 - _STREET /Y.4/i1�"s' _UP.DATE.o _ //-8-94 G. Z Z• �
3 //t/Cf? CASC S(A!/t a/tit FROM .�r• 5' •To 6;_0 '
7 (7 95 5.2.9
FWE 43-- R.R. SPIKE IN E.P. BY PP#1536663E S LY..
con�sr.QZIC-71 ry=IYOZE 9 AIVO -- 8- 6=9.3 - ff. Z/ SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE. CIVIL ENGINEERS. LAND PLANNERS
�ovEo_QErA/!�' o�v s.S�E,�'2 t1PDATE � ia, ai 91"
Tt�AGT Pl�ASEIJG LAND SURVEYORS
REyCbRD D1AwIN 6 �. TR�t(xs N 2� -(2 3 0 x(-28 49 ELEVATION = 1313.04 2002 I OUA AVE. SUITE 110
RIVERSIDE. CALIFORNIA 92507
17141 276-8760
FAA
FC LGG w . -
0 1h
hh Ih
I --
h
hog
� hhh • ,
r
12 3
20+23.92 -PHEASANT DRIVE
= 13+52.49 BRIDLEPATH DRIVE ,
;o I
I
I
I
J �
Ln BRIDLEPATH
DRIVE
TRACT 13750
CITY OF FONTANA- CALIFORNIA
WORKS ®EPAJRTMENT
Drawn by: STREET IMPROVEMENT PLANS
R. B. TRACT NO. 14276-Z �,-3 0
Designed by:Date:
R.C./R.B. PHEASANT
®RIVE � SEPT., 1990
Cheoked by: Dwg. No. 5
M.O. Approved: �l��«-L;r�°t� �" 7-93 z.o 1 0
- . CITY ENGINEER R.C.E. 251
SH T QUANTITIES
ITEM
DESCRIPTION
UNIT
PH.1 PH.2
PH.
OCONSTRUCT
4" AC OR EQUIVALENT SECTION OF AC ON
5F
3 283
AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL
TONS
3
CONSTRUCT CONCRETE CURB AND GUTTER
L.P
18 5
C8" CF PER CITY OF FONTANA STANDARD DETAIL 101)
®
CONSTRUCT 4" THICK CONCRETE SIDEWALK
sr
652
OCONSTRUCT
S
STANDARD CROSS GUTTER AND SPANDREL
5F
PER CITY OF FONTANA STANDARD DETAIL 104
682
3
ADJUST MANHOLE COVER TO GRADE PER
EA
CITY OF FONTANA STANDARD DETAIL 109
'O
4
O10
CONSTRUCT RAMPED CURB RETURN
EA
PER CITY OF FONTANA STANDARD 104A
1 1
1Ay,6TALL 5T,e,',5T L/G1-f 7-
EA
4 W
- -
16 0
CONSTRUCT LOCAL DEPRESSION #2
5F
PER LACFCD STANDARD 2-D88 , H = 2"
W
1 N
1q
SEE STORM DRAIN PLAN
S
CONSTRUCT CONCRETE CURB ONLY (6" CF PER
61TY 6TD• ME=
LF
Z
OF PONTANA 101) ANS
-
�YsT.srg ►f �o comic PAYr -/-0- 2W_ 74_flA-;risT,aFea2v 0 4, 7% E PflvE=
SI ^
,E�
BEET
191ENTl2i�Tf�lN
f/UNTERSf��oGE��N.ST�EEROETAIL__S o�r5,YE."� _ __
IA-
cn
IIV, 18+50.19 PHEA5f1NT DRIVE
OFTA0 N t1 =22+76.49 PADDOCK. LANE
REVISIONS Engineer City BENCHMARK:
No: Disori tion: Approval Date: Approval Date: JP. KAPP ASSOCIATES, INC.
PHASE REV15ION5 1/-8-94 G• ZZ-!."
2 - _STREET /Y.4/i1�"s' _UP.DATE.o _ //-8-94 G. Z Z• �
3 //t/Cf? CASC S(A!/t a/tit FROM .�r• 5' •To 6;_0 '
7 (7 95 5.2.9
FWE 43-- R.R. SPIKE IN E.P. BY PP#1536663E S LY..
con�sr.QZIC-71 ry=IYOZE 9 AIVO -- 8- 6=9.3 - ff. Z/ SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE. CIVIL ENGINEERS. LAND PLANNERS
�ovEo_QErA/!�' o�v s.S�E,�'2 t1PDATE � ia, ai 91"
Tt�AGT Pl�ASEIJG LAND SURVEYORS
REyCbRD D1AwIN 6 �. TR�t(xs N 2� -(2 3 0 x(-28 49 ELEVATION = 1313.04 2002 I OUA AVE. SUITE 110
RIVERSIDE. CALIFORNIA 92507
17141 276-8760
FAA
FC LGG w . -
0 1h
hh Ih
I --
h
hog
� hhh • ,
r
12 3
20+23.92 -PHEASANT DRIVE
= 13+52.49 BRIDLEPATH DRIVE ,
;o I
I
I
I
J �
Ln BRIDLEPATH
DRIVE
TRACT 13750
CITY OF FONTANA- CALIFORNIA
WORKS ®EPAJRTMENT
Drawn by: STREET IMPROVEMENT PLANS
R. B. TRACT NO. 14276-Z �,-3 0
Designed by:Date:
R.C./R.B. PHEASANT
®RIVE � SEPT., 1990
Cheoked by: Dwg. No. 5
M.O. Approved: �l��«-L;r�°t� �" 7-93 z.o 1 0
- . CITY ENGINEER R.C.E. 251