HomeMy WebLinkAbout3438-618
1 10+00.00 STAR DUST LANE
=13+ 14.72 SUMMERSET STM
19
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SUMMERSET STREET
SEE SHEET 5
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72
71
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70
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CURVE
DELTA
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TANGENT
C1
97'46'06"
30.00
18
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18
C2
89'5758"
30.00
47.11
29.98
C3
90'02'02" I
30.00
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30.02
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PROP. R/W
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112.00
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444
SUMMERSET STREET
SEE SHEET 5
PROP. 8"S4ER
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6• ` 11'
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CURVE
TABLE
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CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
97'46'06"
30.00
51.19
34.37
C2
89'5758"
30.00
47.11
29.98
C3
90'02'02" I
30.00
47.14
30.02
C4
895758"
30.00
47.11
29.98
C5
10' 1041 "
112.00
19.90
9.97
PROP. 8"S4ER
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PROP. RIWII
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TOLL FREE 1-800-827-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N
SCALE IN FEET
1 80 120 160
CONSTRUCTION NOTES
Q CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 959 COMPACTED
NA7IVE MATERIAL (SEE GENERAL NOTES 31 & 32)
Z O4 CONSTRUCT 6" CF P. C. C. CURB & GUTTER PER CITY STD. PLAN N0. 1003
68 67 66
Q SCALE: 1" = 40' O8 CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY STD.
18 18 18 O9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
z m -V 10 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1
LO O o 3 3 CASE PER DETAILS ON SHEET 9
O O
o + + + ^ 11 CONSTRUCT CURB OPENING CATCH BASIN PER A. P. W. A. STD. PLAN
++ 3 Q 3
o � Q � Q) � Q 300-2, "W" PER PLAN
04
II v v9 v Q 12 ADJUST MANHOLE TO GRADE PER CITY STD. 109
_: . . DO
` - `� 1� ADJUST VALVE TO GRADE PER CITY STD. 130
:
PROP.B"SEW�E� 0�$0�� Q O f4 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
8 CL STREET --1-4 00
0 "cc)P 81WATER - NE it -i f ���, 1� INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17)
��. SIGN LI
w JLAJ
16 EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS
G� � 011� SAWCUT AND REMOVE EXISTING A. C. PAVEMENT
CONST DRIVEWAY PER CITY STD. PLAN NO. 103 (W PER PLAN)
9
PROP. R/W Q 19 INSTALL R1 STOP SIGN W/LIM/T & "STOP" LEGEND
PER CITY STD. PLAN NO. 139
i 1 160 1 L
18� 18
15
NIGHT STAR COURT
SEE SHEET 7
STAR DUST LANE
REV. I REVISION DESCRIPTION
& I RECORO DRAWING
W. 3663)'
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
It� D Gib 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.
l
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.
BENCH MARK: ## 615 BASIS OF BEARINGS:
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 IAS THE BASIS OR BEARINGS FOR THIS MAP.
Prepared Under The Supervision Of
PE PREPARED IN THE OFFICE OF
de JeS(- tC Bey MADOLE AND ASSOCIATES, INC.
c No. 65195 Q 10601 CHURCH STREET, STE. 107
* RANCHO CUCAMONGA, CA 91730
i Exp. 9-30-05 Q PHONE (909) 948-1311
gT CIVI\-
F�FCALiF� Date -Zq-O
RCE 65195 EXP. 9-30-05
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN GC BY CC MJG-7 TRA C T r, 6363
DESIGNED BY: STAR D S E
MJG/L STA.1 +00. 1 0 S A. 15+24.79
f
BY: AP OVED BY:
MJG/LP
/
ITY ENGINEER R.C. . 511 DATE
SCALE:
DATE:
NOV. 2003
DRAWING NO.: �19. 3438
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