HomeMy WebLinkAbout3578-3S
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GLEN ABBEY PLACE BROOKHA VEN COURT
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HORIZ 1 "= 40'
VERT 1" 4'
PLAN 1' 40'
SCALE IN FEET
40 80 1
16
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TOLL FREE -qqmmw'-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
CORD DRAWINGS
V. S/1N FROM 310 G, W10E
n
rOLA
FE•�
�7
160
THESE REOORD DRAWINQS HAVE BEEN PREPARED, IN
PART, ON THE BA94S OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
DATE I ENGR. I CITY I DATE
30117
413010
- ` EX GROUND -
AT WEST R/W - - -
35.00 L12 -
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LINE TABLE
TABLE
LINE
BEARING
LENGTH
L 1
S79 56'02 "E
41.04
L2
N 16 3558 "W
35.00
L3
S16°10'46"W
14.03
TOLL FREE -qqmmw'-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
CORD DRAWINGS
V. S/1N FROM 310 G, W10E
n
rOLA
FE•�
�7
160
THESE REOORD DRAWINQS HAVE BEEN PREPARED, IN
PART, ON THE BA94S OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
DATE I ENGR. I CITY I DATE
30117
413010
- ` EX GROUND -
AT WEST R/W - - -
35.00 L12 -
m 70 56' v
- - 4 Lz TANGEN ,, _' 0 C
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CURVE
TABLE
EX. GROUND AT CL
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
Cl
106'23'22
25.00
46.42
33.41
C2
90 00'00"
25.00
39.27
25.00
C3
107634
107.00
19.19
9.62
C4
108 4855"
60.00
113.95
83.83
C5
24 5543
107.00
46.55
23.65
C6
212'464J"
38.00
141.12
129.20
C7
106 23'22"
35.00
64.99
46.78
C8
9000'00"
55.00
86.39
55.00
TOLL FREE -qqmmw'-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
CORD DRAWINGS
V. S/1N FROM 310 G, W10E
n
rOLA
FE•�
�7
160
THESE REOORD DRAWINQS HAVE BEEN PREPARED, IN
PART, ON THE BA94S OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
DATE I ENGR. I CITY I DATE
30117
413010
- ` EX GROUND -
AT WEST R/W - - -
35.00 L12 -
m 70 56' v
- - 4 Lz TANGEN ,, _' 0 C
-- .�
(57
-- - _T v
-- _ - - ^
LAj
vJ
0.56.
_
4
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EIE
EX. GROUND-
AT
ROUND AT EAST R/W
10+00
OYSTER BAY LN.
SEE HEREON A T LEFT
5, 011 5'
54' P.U.E.
1 27' ; 2 I
^
1 ^
1
0
4 N
rr?rl r ' 1E3S r) I
L=46.55' 14. Q3' L/2= 70.56':
0_ C. T
-- 0. C..
-_- TC OF EAST CURB v
= v
m ao
- -: 0.509 -
BROOKHA VEN COURT
11+00
�SCALE: 1 " = 40'
BROOKHAVEN COURT
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.
12+00
13
'OP. R/W
3ENCH MARK. No. 615
EX. GROUND AT CL
THE BEARING OF N00' 12 :36 E ALONG
THE CENTERLINE OF CATAWBA AVENUI
RAILROAD SPIKE AT INTERSECTION
S SHOWN ON RECORD OF SURVEY,
OF CITRUS AVE. AND LOS CEDROS
FILED IN BOOK 103, PAGES 1 AND 2,
AVE., IN POWER POLE N0. 9011E
RECORDS OF SURVEY WAS USED
ON THE EAST SIDE OF CITRUS AVE.OF
AS THE BASIS OF BEARINGS FOR THIS
41Y VC
MAP.
Prepared Under The Supervision Of
Lw
00
t2
PREPARED IN THE OFFICE OF
- --J
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
w c No. 65195 o m
RANCHO CUCAMONGA, CA 91730
� o m XG
LLj=-s
L 0
L4j
1.419 _-
-
TC=1561.3B -
- FS AT CL
=
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-- -- s = -
EIE
EX. GROUND-
AT
ROUND AT EAST R/W
10+00
OYSTER BAY LN.
SEE HEREON A T LEFT
5, 011 5'
54' P.U.E.
1 27' ; 2 I
^
1 ^
1
0
4 N
rr?rl r ' 1E3S r) I
L=46.55' 14. Q3' L/2= 70.56':
0_ C. T
-- 0. C..
-_- TC OF EAST CURB v
= v
m ao
- -: 0.509 -
BROOKHA VEN COURT
11+00
�SCALE: 1 " = 40'
BROOKHAVEN COURT
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.
12+00
13
'OP. R/W
� Exp: 9-30-05
9T CIV1\-��
�OF CALIF%/
RCE 65195
.Date
EXP. 9-30-05
13+ 00
CONSTRUCTION NOTES
O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 959 COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NO TES 31 & 32)
O4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O8 CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. 105
O9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
12 ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109
ADJUST VALVE TO GRADE PER CITY STD. 130
14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
15 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7)
CONST. 16' DRIVEWAY PER CITY STD. PLAN N0. 1005
18 INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND
PER CITY STD. PLAN NO. 139
NO TE.-
DRI VEWA Y LOCA TIONS SHOWN ARE APPROXIMA TE.
FINAL DRIVEWAY LOCATIONS SHOULD BE TAKEN
FROM THE PRECISE GRADING PLAN
CITY OF FONTANA, CALIFORNIA
S TREE T IMPROVEMENT PLANS
DRAWN BY: cc TRACT 16539, 16539-1 & 16539-2 SCA AS SHOWN
DESIGNED BY: 0YSTER1'^BAY LANE & DATE:
MJG/LP BR00KI
HA VEN COURT MARCH 2005
H ED BY: APR ED BY- DRAWING NO.: 3
MJGILP CI ENGINEER R.C. 51152 DATE 3578
J:\826-1739\streets\st03.dwg, 03/26/2004 11:58:50 AM, cc
3ENCH MARK. No. 615
BASIS OF BEARINGS:
THE BEARING OF N00' 12 :36 E ALONG
THE CENTERLINE OF CATAWBA AVENUI
RAILROAD SPIKE AT INTERSECTION
S SHOWN ON RECORD OF SURVEY,
OF CITRUS AVE. AND LOS CEDROS
FILED IN BOOK 103, PAGES 1 AND 2,
AVE., IN POWER POLE N0. 9011E
RECORDS OF SURVEY WAS USED
ON THE EAST SIDE OF CITRUS AVE.OF
AS THE BASIS OF BEARINGS FOR THIS
:LEVATION: 1467.59
MAP.
Prepared Under The Supervision Of
�\1 SS/ONq/
esu.,
Fti
PREPARED IN THE OFFICE OF
de c
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
w c No. 65195 o m
RANCHO CUCAMONGA, CA 91730
� o m XG
PHONE (909) 948-1311
� Exp: 9-30-05
9T CIV1\-��
�OF CALIF%/
RCE 65195
.Date
EXP. 9-30-05
13+ 00
CONSTRUCTION NOTES
O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 959 COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NO TES 31 & 32)
O4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O8 CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. 105
O9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
12 ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109
ADJUST VALVE TO GRADE PER CITY STD. 130
14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
15 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7)
CONST. 16' DRIVEWAY PER CITY STD. PLAN N0. 1005
18 INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND
PER CITY STD. PLAN NO. 139
NO TE.-
DRI VEWA Y LOCA TIONS SHOWN ARE APPROXIMA TE.
FINAL DRIVEWAY LOCATIONS SHOULD BE TAKEN
FROM THE PRECISE GRADING PLAN
CITY OF FONTANA, CALIFORNIA
S TREE T IMPROVEMENT PLANS
DRAWN BY: cc TRACT 16539, 16539-1 & 16539-2 SCA AS SHOWN
DESIGNED BY: 0YSTER1'^BAY LANE & DATE:
MJG/LP BR00KI
HA VEN COURT MARCH 2005
H ED BY: APR ED BY- DRAWING NO.: 3
MJGILP CI ENGINEER R.C. 51152 DATE 3578
J:\826-1739\streets\st03.dwg, 03/26/2004 11:58:50 AM, cc