HomeMy WebLinkAbout3438-3SCALE IN FEET
0 160
LOS CEDROS
�PSALE: 1" = 40'
SEE SH T. 2
0
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
k I RECORD DRAWIIgCG
SUNR/OGE COURT
DATE I ENGR. I CITY I DATE
i
194- 15 75 PAIS PAIT
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Efl.
36637
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CONSTRUCTION NOTES
O2 CONSTRUCT 4' AC PAVEMENT (MIN.) OVER 12' OF 95% COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NOTES J1 & J2)
O4 CONS7RUCT 6" CF P.C.C. CURB & GUTTER PER CITY S7D. PLAN NO. 1003
O5 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANS/TION PER
CITY SID. PLAN NO. 10GJ
O8 CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. PLAN NO. 105
O9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
12 ADJUST MANHOLE TO GRADE PER CITY STD. 109
1� ADJUST VALVE TO GRADE PER CITY STD. 1 JO
14 INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9
1� INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7)
16 EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS
1� SAWCUT AND REMOVE EX/S77NG A. C. PA VEMENT
18 CONST. DRIVEWAY PER CITY STD. PLAN NO. 10J, W PER PLAN
19 INSTALL Rl STOP SIGN WAIM/T & 'STOP" LEGEND
PER CITY STD. PLAN NO. 1J9
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
J& PART, ON THE BASIS 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.
BENCH MARK: #T 615 BASIS OF BEARINGS:
THE BEARING OR N 89'4040" E ALONG THE
RAILROAD SPIKE AT INTERSECTION OF SOUTH LINE OF SECTION JO,
CITRUS AVENUE AND LOS CEDROS TOWNSHIP 1 NORTH, RANGE 5 WEST,
AVENUE, IN POWER POLE NO. 9011E SAN BERNARDINO MERIDIAN, AS SHOWN ON
ON THE EAST SIDE OF CITRUS AVENUE. TR. NO. 15908, FILED IN BOOK 271, PAGES
J4 THROUGH J9 OF MAPS, WAS USED
ELEVATION: # 1467.59 rS THE BASIS OR BEARINGS FOR THIS MAP.
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.
CURVE
TABLE
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
CURVE
DELTA
RAD/US
LENGTH
TANGENT
Cl
895758"
30.00
47.11
29.98
C2
90'02'02"
30.00
47.14
30.02
C3
16'15'J7"
112.00
31.78
16.00
C4
16' 15'J7"
112.00
J1.78
16.00
C5
212'J 1 ' 1 J"
J8.00
140.95
1 JO.29
SCALE IN FEET
0 160
LOS CEDROS
�PSALE: 1" = 40'
SEE SH T. 2
0
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
k I RECORD DRAWIIgCG
SUNR/OGE COURT
DATE I ENGR. I CITY I DATE
i
194- 15 75 PAIS PAIT
r,+
LA► % r',;
Efl.
36637
ai111.
�kfa
CONSTRUCTION NOTES
O2 CONSTRUCT 4' AC PAVEMENT (MIN.) OVER 12' OF 95% COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NOTES J1 & J2)
O4 CONS7RUCT 6" CF P.C.C. CURB & GUTTER PER CITY S7D. PLAN NO. 1003
O5 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANS/TION PER
CITY SID. PLAN NO. 10GJ
O8 CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. PLAN NO. 105
O9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
12 ADJUST MANHOLE TO GRADE PER CITY STD. 109
1� ADJUST VALVE TO GRADE PER CITY STD. 1 JO
14 INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9
1� INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7)
16 EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS
1� SAWCUT AND REMOVE EX/S77NG A. C. PA VEMENT
18 CONST. DRIVEWAY PER CITY STD. PLAN NO. 10J, W PER PLAN
19 INSTALL Rl STOP SIGN WAIM/T & 'STOP" LEGEND
PER CITY STD. PLAN NO. 1J9
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
J& PART, ON THE BASIS 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.
BENCH MARK: #T 615 BASIS OF BEARINGS:
THE BEARING OR N 89'4040" E ALONG THE
RAILROAD SPIKE AT INTERSECTION OF SOUTH LINE OF SECTION JO,
CITRUS AVENUE AND LOS CEDROS TOWNSHIP 1 NORTH, RANGE 5 WEST,
AVENUE, IN POWER POLE NO. 9011E SAN BERNARDINO MERIDIAN, AS SHOWN ON
ON THE EAST SIDE OF CITRUS AVENUE. TR. NO. 15908, FILED IN BOOK 271, PAGES
J4 THROUGH J9 OF MAPS, WAS USED
ELEVATION: # 1467.59 rS THE BASIS OR BEARINGS FOR THIS MAP.
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.
Q �v,�
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Expi 9-30-05 tiP
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Prepared Under The Supervision Of :
PREPARED IN THE OFFICE
INC. MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Date : ,y-Zt-al
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
CG CC
TRACT % 16363
/ ;
SUNRIDGE COURT
ROM STA. 11 ,� 18 STA. 16+15.75
SCALE:
1 —40
DESIGNED BY:
WG/LP
DATE:
NOV. 200J
C D BY-
MJG/LP
P VED BY: /
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DRAWING NO.:
3438
3
9
RCE 65195 EXP. 9-30-05
ffr? E GINEER R.C.E. 51152 DATE
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JA685-1650\streets\st03.dwg, 04/29/2004 01:55:10 PM, cc