HomeMy WebLinkAbout2046-9PAF -TLA -L 1co(V.C.
P.V. I. = 1 1:53Z .7 9�
LEFT TOP OF CURB
L=172.71 mN �- O O
O1 O N
V 100,1526.02 4' 4gg/0 N L - Lon M" m M n N � n t
1530- P.v.I.-
M M M
�0 ON N OO MM WNMn Lo r) M 1ln r)`,M Ln Ln LO
-
0 O M M Ln LO M Ln Ln m: N
N U ^ Lo j=
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1520
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ai N Lv Ln U ^ a Ln ON CB. ON CB.
L+nLOn� m
PROFILE SCALE N
L= 114-- 25
V U 0W CUR g co L= 16 9.46
HOR I Z . 1"= 40' W ON CURS
VERT. 1 "= 8' _/0-00' V.C.
P.V.I. =I 1521.98 I I
10+00 11+00 12+ 00 13+00 14+00
DATA
0
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
0
N 03057'00"W
QCONSTRUCT
5.45
S.F.
Q
49028'39"
200.00
172.71
92.15
0
18044'40"
500.00
163.58
82.53
100' V.C.
35058'02"
182.00
59.08
Q
,
v
rn
ao
o
co
N
Q
N 26046'59"E
218.00
34.17
27.78
P.V.I.= 1526:02
36052'11"
62.00
39.90
20.67
M N o
oc m
M
168.29
d-
1 530-
36052'12"
62.00
39.90
20.67
to
18044'40"
4.4gg/°
Ln n
ton ►R
"� M n�i LO ^
40041'49"
218.00
154.84
LO
6
O
CITY OF FONTANA STANDARD DETAIL 109
Ln7(�
F•
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100' V.C.
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L=157.69
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V t� N
100' v
m
PAP•71AL. BOO V6
100' V.C.
m
7 FINISHED
SURFACE
C/L
P.V.I.= 1532.52
INISHED SURFACE
co
2.502%
-1540
L=46.14
1.531%
ON CURS
O
t0
-- P•
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Cn LO
L4.7
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100' V.C.
P.V. I 1525.79
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P.V.I.=1535.61
yn
pto."'.
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RIGHT
TOP OF
CURB
cy,N
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-1540
RIGHT
TOP OF
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L=172.71 mN �- O O
O1 O N
V 100,1526.02 4' 4gg/0 N L - Lon M" m M n N � n t
1530- P.v.I.-
M M M
�0 ON N OO MM WNMn Lo r) M 1ln r)`,M Ln Ln LO
-
0 O M M Ln LO M Ln Ln m: N
N U ^ Lo j=
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p '`,�V O N N- aD CU
+ > N
`�, 2.03
g a� tnl0 �R! NN Lo V
CU
7C)
LOLO + If) Nt0 PLO --NU j r- d- � CU 0 w
1520
/'V sr. GQa � n m N � ± N � n � � N Pss+RTt�L lGb� V G • L= 39.9 L= 84.1A
ai N Lv Ln U ^ a Ln ON CB. ON CB.
L+nLOn� m
PROFILE SCALE N
L= 114-- 25
V U 0W CUR g co L= 16 9.46
HOR I Z . 1"= 40' W ON CURS
VERT. 1 "= 8' _/0-00' V.C.
P.V.I. =I 1521.98 I I
10+00 11+00 12+ 00 13+00 14+00
DATA
0
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
0
N 03057'00"W
QCONSTRUCT
5.45
S.F.
Q
49028'39"
200.00
172.71
92.15
0
18044'40"
500.00
163.58
82.53
Q
35058'02"
182.00
114.25
59.08
Q
18044'40"
518.00
169.46
85.50
Q
N 26046'59"E
218.00
34.17
27.78
0
36052'11"
62.00
39.90
20.67
18
253044'23"
38.00
168.29
50.57
Q
36052'12"
62.00
39.90
20.67
to
18044'40"
482.00
157.69
79.55
LL
40041'49"
218.00
154.84
80.85
10+05.46
B. C.
- 33-
-- 8 -Xr'
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ITEM
DESCRIPTION
UNIT
QUANTITY
V
PH.1
PH.2
QCONSTRUCT
4" AC OR EQUI=VALENT SECTION OF AC ON
AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL
S.F.
LOrn
16904
�J
V
CONSTRUCT CONCRETE CURB AND.GUTTER -
(8 CF PER CITY OF FONTANA STANDARD DETA-IL 1011
L.F .
8
913
OCONSTRUCT
4" THICK CONCRETE `SIDEWALK
S. F.
^j
- -J31-95
n
`J
ADJUST MANHOLE COVER TO GRADE PER
CITY OF FONTANA STANDARD DETAIL 109
vZ
3
EA.
2
1 1
INSTALL STREET LIGHTEA
.
3
14+13.12 P.R.C.
30.40' I LT.
-1540
-1530 M
-1540
IDENTICAL POINT
-1530
1540
FO
-1530
LO
1530-
P.V.I.= 1525.
10+00 1 1 +00
DATA
0
DELTA/BEARING
1 °
LEN./DIST.
V
N -
-: +
29.06
1r,4)-LC0:)
LOrn
oU3W
+
CLC)
41.36
8
aD
d•
+
�N
.- toN 40
�LN�(T"
^ NO
^j
15 0-
182.00
+M CU - N
L0
N 27045'56"E
W
187.85
CONCRETE CURB AND GUTTER
o --Lo
14031'29"
218.00
55.26
27.78
la
N 13014'27"E
17.93
+ N
a
36052'12"
62.00
39.90
v
zo
253044'24"
38.00
168.29
50.67
zl
m
182.00
46.14
23.19
Q
20004'37"
218.00
76.39
38.59
6
O
CITY OF FONTANA STANDARD DETAIL 109
Ln7(�
F•
L0
100' V.C.
U1 .Q
INSTALL STREET LIGHTEA
-ul
W
U3
P.V.I.= 1525.23
Lo
GDD
rn
rn
L=76.39
o4.71O�`
1530-
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to
`+0110
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1,491%
LO
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-1530
P.V.I.= 1525.00
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1530-
L,g,56.
NJ
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m
M
to
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L= 39.90
=
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L = 56.04
M
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ON CURS
N
0�
100' v
P.V.I.= 1525.
10+00 1 1 +00
DATA
0
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
Q
N 04024' 00-E
29.06
19
23021'56"
200.00
81.56
41.36
8
14031'29"
200.00
50.70
25.49
18016'17"
182.00
58.04
29.27
N 27045'56"E
187.85
CONCRETE CURB AND GUTTER
19
14031'29"
218.00
55.26
27.78
la
N 13014'27"E
17.93
a
36052'12"
62.00
39.90
20.67
zo
253044'24"
38.00
168.29
50.67
zl
14031'29"
182.00
46.14
23.19
Q
20004'37"
218.00
76.39
38.59
6
O
CITY OF FONTANA STANDARD DETAIL 109
Ln7(�
F•
0
6 /3-f 02. 1) C_ Owe/
M n w; IIo ,
98 - - -- ZOO
N �
3
10 + 00.0QBiQlv[.ECO!/
= 17+ 20.29-EO�t'El�G
41Y.eAz
2
12+00
SH T. QUANT IT i E:5
ITEM
DESCRIPTION
UNIT
-1540
LEFT
TOP OF
CUR
-
4" AC 6R EQUIVALENT SECTION OF AC ON
1. ✓31% I T
OCONSTRUCT
AGGREGATE 11 BASE OVER 12" OF 95% COMPACTED NATIVE SOIL
TONS
16593
OCONSTRUCT
3
CONCRETE CURB AND GUTTER
L.F.
,
895
(8" CF PER CITY OF FONTANA STANDARD DETAIL 1011
U_
CONSTRUCT 4" THICK CONCRETE SIDEWALK
S.F.
3132
ADJUST MANHOLE COVER TO GRADE PER
EA.
6
O
CITY OF FONTANA STANDARD DETAIL 109
Ln7(�
F•
L0
U1 .Q
INSTALL STREET LIGHTEA
-ul
W
U3
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rn
o4.71O�`
lil
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LO
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LO
to
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-1530
o
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to
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L= 39.90
=
84,145
1
N
ON
ON
CB.
CB.
N
m
O
LC)
M
N
V
PAP•71AL. BOO V6
I PIVc=153�.54
INISHED SURFACE
C/L
-1540
L=46.14
1.531%
ON CURS
O
t0
-- P•
IDENTICAL,
L4.7
tp
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N
LLQ
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mo
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Ln
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L=50.70
N
100' V.C.
P.V.I.=1535.61
RIGHT
TOP OF
CURB
-1540
N
L[) -
O
Ln
vr)
Op
N
M
CM
CP
-
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4.714%
Lricio
+
M��4
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to
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LO
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to
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-
-- .-
M
L0
d
+
In
-1530,
to
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Lo ID
(
It
0
M
CD
�'
-
-
L=
39.90
L= 84.145
CUr__�1'
-
n
N
L ,
ON
CB.
ON
CB.
-.
N
_L 55.26
v
ON CURB
t
'
FAP_T1,AL 100 VG
P I V C' : P-5 3157, 154-
34
� z
QCs
T2ALT
14+216-7&
12+00 13+00 14+00
CONSTRUCTION NOTES AND QUANTIY ESTIMATES
�s^
1 P.R.C.
RT.
--23
_22
Iz
7R
111 i
vvj
rax i - 7
Z • 3g =gig=,a s
- J-
p'[FtiEilES�!
' C0 A 12+98.48 B.C. 13+49.18 E.C. PUR -COURT
y+
l� p
Asa The information on this � tom others and A, 9,eLogo D A W M(o AOR 1 �
;�� -� t S drawin is nhta�nprl r R � m
' ?. 21 �'
rt
must be, verified in the field by an ons► r' N®.25742
M�
�� ) nStrllction. HALL & FOREMAN, INC.is note s b e f� � 1
ICr 0 USP Q�
COTR�rcr
5 114 Z7
- - - - --LE_ r spon t R�� ��. -oiunderground facility locations or depictionsAll ab v o c,vlL�
above Ja✓Ns 'f1����maNN, R.C.�2S?�1Z gT�OF�ALo��'�
facilities Can be rea -s'een and verified
v the Parties that JG
J �l � � � � O tom. � � l� V �t � ✓ �l
REVISIONS Engineer City BENCHMARK: CITY OF FONTANA CAL I FORN I A
PLANS PREPARE UNDER THE DIRECTION OF: No Disori tion: Aroval Date: Approval Date: 1P= KAPP �t ASSOCIATES, INC.
PUBLIC WORKS DEPARTMENT
/INCREASE StAlle Z7/N!• f!?OM 4. ' To. S, o
7-1-7 9.5
4 dF9ATF_ TRACT PNASINA 2,/•4yr Drawn b • Soa1e
FWE 43 - R.R. SPIKE I N E.P. BY PP# 1536663E S LY . CIVIL ENGINEERS LAND PLANNERS Ry B • STREET IMPROVEMENT PLANS .. _
f ECORA: _O�AN_'LNG._ -F0�4 : ;B�P7DL COU/ T T-1� T SIDE OF BASELINE 220 +1- ELY OF CHERRY AVE. 1 = 40
J 1P. KAPP R.C.E. # 2 015 DATE R6C6RO U1/A)6 Fbi2TRACT5 1y276 - I - 2, "✓ x(-28-`l`I LAND SURVEYORS 0 TRACT NO . 14276 - 3 E -7
MY REGI4TiATION EXPIRES 9-30-93 Designed by: Date:
ELEVATION = 1313.04 2002 IOWA AVE . SUITE 110 R. C. /R. B. F_U IN7 :%o - VU RT'_0.7_I-DL E-%oV-URT_ _ SEPT . , 1990
RIVERSIDE. CALIFORNIA 92507
Cheoked by: ¢-7-93 Dwg. No. 9
- [714] 276=67600Ap p r o v e d :. -
M.O. 5% I-V_ _ -, j CITY ENGINEER R.C.E. 2512E 2046 10
SH T. QUANT IT i E:5
ITEM
DESCRIPTION
UNIT
PH.I
PH.2
PH.
4" AC 6R EQUIVALENT SECTION OF AC ON
S.F.
OCONSTRUCT
AGGREGATE 11 BASE OVER 12" OF 95% COMPACTED NATIVE SOIL
TONS
16593
OCONSTRUCT
3
CONCRETE CURB AND GUTTER
L.F.
895
(8" CF PER CITY OF FONTANA STANDARD DETAIL 1011
U_
CONSTRUCT 4" THICK CONCRETE SIDEWALK
S.F.
3132
ADJUST MANHOLE COVER TO GRADE PER
EA.
6
O
CITY OF FONTANA STANDARD DETAIL 109
F•
V
1 1
INSTALL STREET LIGHTEA
-ul
W
•
lil
�s^
1 P.R.C.
RT.
--23
_22
Iz
7R
111 i
vvj
rax i - 7
Z • 3g =gig=,a s
- J-
p'[FtiEilES�!
' C0 A 12+98.48 B.C. 13+49.18 E.C. PUR -COURT
y+
l� p
Asa The information on this � tom others and A, 9,eLogo D A W M(o AOR 1 �
;�� -� t S drawin is nhta�nprl r R � m
' ?. 21 �'
rt
must be, verified in the field by an ons► r' N®.25742
M�
�� ) nStrllction. HALL & FOREMAN, INC.is note s b e f� � 1
ICr 0 USP Q�
COTR�rcr
5 114 Z7
- - - - --LE_ r spon t R�� ��. -oiunderground facility locations or depictionsAll ab v o c,vlL�
above Ja✓Ns 'f1����maNN, R.C.�2S?�1Z gT�OF�ALo��'�
facilities Can be rea -s'een and verified
v the Parties that JG
J �l � � � � O tom. � � l� V �t � ✓ �l
REVISIONS Engineer City BENCHMARK: CITY OF FONTANA CAL I FORN I A
PLANS PREPARE UNDER THE DIRECTION OF: No Disori tion: Aroval Date: Approval Date: 1P= KAPP �t ASSOCIATES, INC.
PUBLIC WORKS DEPARTMENT
/INCREASE StAlle Z7/N!• f!?OM 4. ' To. S, o
7-1-7 9.5
4 dF9ATF_ TRACT PNASINA 2,/•4yr Drawn b • Soa1e
FWE 43 - R.R. SPIKE I N E.P. BY PP# 1536663E S LY . CIVIL ENGINEERS LAND PLANNERS Ry B • STREET IMPROVEMENT PLANS .. _
f ECORA: _O�AN_'LNG._ -F0�4 : ;B�P7DL COU/ T T-1� T SIDE OF BASELINE 220 +1- ELY OF CHERRY AVE. 1 = 40
J 1P. KAPP R.C.E. # 2 015 DATE R6C6RO U1/A)6 Fbi2TRACT5 1y276 - I - 2, "✓ x(-28-`l`I LAND SURVEYORS 0 TRACT NO . 14276 - 3 E -7
MY REGI4TiATION EXPIRES 9-30-93 Designed by: Date:
ELEVATION = 1313.04 2002 IOWA AVE . SUITE 110 R. C. /R. B. F_U IN7 :%o - VU RT'_0.7_I-DL E-%oV-URT_ _ SEPT . , 1990
RIVERSIDE. CALIFORNIA 92507
Cheoked by: ¢-7-93 Dwg. No. 9
- [714] 276=67600Ap p r o v e d :. -
M.O. 5% I-V_ _ -, j CITY ENGINEER R.C.E. 2512E 2046 10