HomeMy WebLinkAbout3438-5WINTER NIGHT COURT STAR DUST LANE -
SEE SHEET 4 SEE SHEET 61 OLEANDER A VE.
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PROP 3 \�------.� G6 - . - _ .. . - . ,, :,_... 7+/7.8 OLEANDER AVE. �
11_ _ -- _-- 1N _ 5 , PER DWG. N0. 1848 !
Si E . C'LTREET - C� \ k _ r _ _ _ -----
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WINTER NIGHT COURT
SEE SHEET 4
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CURVE
TABLE
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No 4
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CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
89'5758"
30.00
47.11
29.98
C2
90'02'02"
30.00
47.14
30.02
C3
8' 1959 "
1020.00
148.35
74.30
C4
8.19'59"
980.00
142.53
71.39
C5
0'3555"
380.00
3.97
1.98
C6
97'46'06"
30.00
51.19
34.37
C7
895758"
30.00
47.11
29.98
C8
8' 19'59"
420.00
61.08
30.60
C9
90'02'37"
30.00
47.15
30.02
C10
895723"
30.00
47.10
29.98
C11
8,19,59"
1000.00
145.44
72.85
C12
8'19'59"
400.00
58.18
29.14
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PROP.
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STREET IMPROVEMENT PLANS I
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DRAWN BY:
G CC MJG
L0O
co
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I� O Op
DESIGNED BY:
MJG/LP
_1`40'
DATE:
NOV. 2003
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18
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20
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24.
25
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TOLL FREE "'l 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SUMMERSET STREET
REV. REVISION DESCRIPTION
RECORD ORAWING
J J1 Ii T , j 7+27.91
17! 15'
3 �!
n W
i
OLEANDER A VE.
PER DWG. NO. 1848
SHEET 3 OF 7
CONSTRUCTION NOTES
0
d -
II O CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" OF 95Z COMPACTED
NA 77 VE MA 7ERIAL (SEE GENERAL NO TES 31 & 32)
O CONSTRUCT 4" AC PAVEMENT (MIN.) 0VER 12" OF 95% COMPACTED
J NA T/ VE MA TER/AL (SEE GENERAL NO TES 31 & 32)
QO4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
U
V)
O5 CONSTRUCT 6" TO 8" CF P.C.C. CURB & GUTTER 7RANS/77ON
PER CITY STD. PLAN NO. 1003
O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY 57D. PLAN NO. 1006.
O8 CONS7RUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. 105
U9 CONS77?UCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
10 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. SID. PLAN 313-1
CASE PER DETAIL ON SHEET 9
11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. STD. PLAN
300-2, "W" PER PLAN
12 ADJUST MANHOLE TO GRADE PER CITY S7D. 109
1� ADJUST VALVE TO GRADE PER CITY STD. 130
14 INSTALL S7REET NAME SIGN PER CITY S7D. NO. 139
15 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7)
16 EXIST. POWER LINES TO BE UNDERGROUND BY 07HERS
1Q SAWCUT AND REMOVE EXIS77NG A. C. PAVEMENT
18 CONST. DRI VEWA Y PER Cl TY S7D. PLAN NO. 103 (W PER PLAN)
Q SSlpN. 19 INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND
PER CITY STD. PLAN NO. 139
<
REMOVE EXIS77NG CURB AND GUTTER
ho. 337 21 INSTALL S7REET LIGHT 9,500 LUMEN
PER CITY S7D. PLAN NO. 1016 (SCE #10)
lf R7 -
BENCH MARK: # 615 BASIS OF BEARING:
THE BEARING OR N 89'40 40" E ALONG THE
RAILROAD SPIKE AT INTERSECTION OF SOUTH LINE OF SECTION 30,
CITRUS AVENUE AND LOS CEDROS TOWNSHIP 1 NORTH, RANGE 5 WEST,
AVENUE, IN POWER POLE NO. 9011E S4N BERNARDINO MERIDIAN, AS SHOWN ON
ON THE EAST SIDE OF CITRUS AVENUE. TR. NO. 15908, FILED IN BOOK 271, PAGES
4 THROUGH 39 OF MAPS, WAS USED
ELEVATION: # 1467.59 S THE BASIS OR BEARINGS FOR THIS MAP.
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
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.
DATE
ENGR.
CITY
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.
��N
F9 Qd QJes �
-` CoFy
c� No. 65195 �Q
* � `' �
Expi 9-30-05
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Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Date . z t-oy
RCE 65195 EXP. 9730-05
CITY OF FONTANA, CALIFORNIA I
� ��
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•�(,-
STREET IMPROVEMENT PLANS I
DRAWN BY:
G CC MJG
TRACT 1636J
MMER T STREET
SCALE:
DESIGNED BY:
MJG/LP
_1`40'
DATE:
NOV. 2003
c ED BY:
MJGILP'l
APPR D BY:
DRAWING NO.:
3438
9 I
CI ENGINEER R.C.E. 51152 DATE
J:\685-1650\streets\stO5.dwg, 04/29/2004 01:56:37 PM, cc