HomeMy WebLinkAbout3514-2L// -I / li n 0/101 / V
LOCAL DEPRESSION DETAIL (CASE A)
I' =10'
CATCH BASIN
LOCAL DEPRESSION DETAIL (CASE B�
1"=10'
RED SPUR COUR T
SEE SHT 10
' 47' 5' P.U.E. & SIDEWALK
P.U.E. & SIDEWA 5K 1 23.5 23.5 F EASEMENT
EASEMENT 1 g J g 5.'
155.5
5
BC -PROP. R/W
52.00TCC 51.50FL
151.55TC, 51.05FL v o0
8 cl CB Elhp v cs 10
W=7 _ .��, W 29 30
14 PROP. R/W I ') m a
BC v 1 oLO
51.24TC, 50.74FL t LOti 48 W
7 cl DWY 0 0'
W=16' 1 A LO PROP. R/W 6 0
PROP. 8 WATER
,12
- 9'51 35 N W
c 9
7 W' PROP. S.D..,
Lr) 00
<t
CROP.8C SEWER 2
0 °\ c\ RSG G g' C 4¢
10x
-1
c\ p0 �0 00 8 1/ 31 '
'1 13 o �- m �fk 6
0
�W
ohi• �.�
12"R
11 7 10
SCALE IN FEET
I 80 120
LOST HORSE DRIVE
SEE SHT. 11 tSEMEN
P.U.E. &SIDEWALK 51 UE. &SIDEWALK
EASEMENT 1 � T
31
6
PROP. I R/W
m I
CURVE TABLE
}
LINE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
10'2 1 '23"
105.50
19.07
9.56
C2
110'4247"
56.00
108.21
81.04
C3
90'00'00"
35.00
54.98
35.00
C4
10'21 '23"
105.50
19.07
9.56
C5
90'00'00"
25.00
39.27
25.00
C6
8752'30"
25.00
38.34
24.09
C7
2'07'30"
282.00
10.46
5.23
C8
93255"
300.00
50.00
25.06
C9
93255"
300.00
50.00
25.06
C10
9'32 55"
282.00
47.00
23.55
C11
93255"
318.00
53.00
26.56
C12
22'1059"
105.50
40.85
20.68
C 13
211 '54'07"
38.00
140.54
132.95
C14
9'43'07"
107.00
18.15
9.10
C 15
90'00'00 "
53.00
83.25
53.00
C 16
10'48'07"
536.13
101.08
50.69
SCALE IN FEET
I 80 120
LOST HORSE DRIVE
SEE SHT. 11 tSEMEN
P.U.E. &SIDEWALK 51 UE. &SIDEWALK
EASEMENT 1 � T
31
6
PROP. I R/W
m I
LINE TABLE
}
LINE
BEARING
LENGTH
Ll
N 10'29'49 "E
40.99
L2
N79'47'02'E
40.99
L3
N67'40'30 "W
50.00
L4
I N80'25'18'E
50.00
L5
I NO'08'25 "E
9.50
SCALE IN FEET
I 80 120
LOST HORSE DRIVE
SEE SHT. 11 tSEMEN
P.U.E. &SIDEWALK 51 UE. &SIDEWALK
EASEMENT 1 � T
31
6
PROP. I R/W
m I
51'
}
~ �
5'
5.
5.5
O
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
kW
Ljj
e
"W" PER PLAN
87
81
C5
83
+00
o
X08�
�N-
G10� -
T LANE
O
�d
Date
CHECKED BY: RAVED _
7 6
5 4 11
z5 1-0
3
2 ��
o
8
NO
3514
r\
LO
LO
R.C.E. 51152 DATE
N�-CN3
9
11
7
LOCAL DEPRESSION DETAIL (CASE Al
1"_- 10,
REV. REVISION DESCRIPTION
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
11
J cj
CITY OF F O N T A N A, CALIFORNIA
}
~ �
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
U
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
O
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 .
Ljj
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
"W" PER PLAN
87
81
82
83
+00
o
X08�
�N-
N
T LANE
O
O
�o
Date
CHECKED BY: RAVED _
7 6
5 4 11
z5 1-0
3
2 ��
o
8
NO
3514
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w
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U
jMCORD DW6• A!:K TX 4GT 1(427-3O MW
DATE I ENGR. I CITY I 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.
CONSTRUCTION NOTES
CITY OF F O N T A N A, CALIFORNIA
}
PROP. R/W J
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
41
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
O
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 .
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 103.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
"W" PER PLAN
87
81
82
83
84 3
85 i 21-1 LnLO
m
�.
DESIGNED BY.
E CLE
T LANE
W�
LJA
Date
CHECKED BY: RAVED _
7 6
5 4 11
z5 1-0
3
2 ��
o
`
3
3514
r\
0LLj
LO
R.C.E. 51152 DATE
18
7
3
TRACT NO
06
m�
16427-3
v'
j�
�+
PROP. R/W `�
\
L
32,
PROP. 8 WATER
2
---
- - 4. -
� nr rro•�t'�S"
�
N
1 � �
PROP. 8" SEWER in�
2 fq1
vf
C12
9
_
'- -5,
jMCORD DW6• A!:K TX 4GT 1(427-3O MW
DATE I ENGR. I CITY I 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.
CONSTRUCTION NOTES
CITY OF F O N T A N A, CALIFORNIA
}
PROP. R/W J
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
41
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
O
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 .
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 103.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
"W" PER PLAN
NO. 16427-3
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 AND
3
MA SC
- - -�
�Z
W
mLO
V�
W h
DESIGNED BY.
E CLE
T LANE
W�
�
Date
CHECKED BY: RAVED _
7 6
5 4 11
z5 1-0
3
2 ��
o
`
7
3514
LO
R.C.E. 51152 DATE
18
7
TRACT NO
m�
16427-3
O
jMCORD DW6• A!:K TX 4GT 1(427-3O MW
DATE I ENGR. I CITY I 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.
CONSTRUCTION NOTES
CITY OF F O N T A N A, CALIFORNIA
Ol - CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
PREPAER ED IN THE OFFICE OF
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
IMPRO VEMENT
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 .
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 103.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
"W" PER PLAN
NO. 16427-3
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 AND
DETAIL HEREON.
MA SC
- - -�
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
AS SHOWN
STD. NOS. 109 & 130.
DESIGNED BY.
E CLE
T LANE
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
N
Date
CHECKED BY: RAVED _
i l INSTALL STREET LIGHT; KING LUMINAIRE # K118E-EAR-11-100 (MOG)-HPS-120-
DRAWING NO.: Z
K14-PR-HSS-TSS-SCE (HEIGHT=14.5)
I
1cl
a No. 36637
BENCH MARK: j 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 18-17. A THE BASIS OF BEARINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYT4,E CREEK RD.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00' 12 35 E ON REdORD
343' NORTH OF HIGHLAND 0.2 Ml WEST OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.6,E MI WEST R.S.B. 111/99-103
OF SIERRA AVE.
ELEVATION: 1428.609
v c X RECD
THESE RECORD DRAWINGS HAVE SEEN�_
PREPARED, !N N
3� /� PART, ON THE BASIS OF INFORMATION COMPILED AND
(� FURNISHCD BY OTHERS. THE ENGINEER WILL NOT BE I�
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH C�
HAVE BEEN INCORPORATED INTO THE DOCUMEN T S AS
A RESULT THEREOF.
■C
Prepared Under The Supervision Of :
CITY OF F O N T A N A, CALIFORNIA
PREPAER ED IN THE OFFICE OF
PRI VA TE STREET
IMPRO VEMENT
PLANS
MADOAND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
DRAWN BY:
TRACT
NO. 16427-3
SCALE:
PHONE (909) 948-1311
MA SC
- - -�
AS SHOWN
DESIGNED BY.
E CLE
T LANE
DATE:
AUGUST 2003
N
Date
CHECKED BY: RAVED _
DRAWING NO.: Z
I
R.C.E. 36 37 EXP. 06-3 -04
`
1
3514
GB ITY ENGINEER
R.C.E. 51152 DATE
18
J:\126-1769\Streets\ST02.dwa. 02/18/2004 01:12:12 PM. DM