HomeMy WebLinkAbout4312-221-970
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NOTE:
SEE TABLES FOR EXISTING FENCE, GATE,
MAIL BOX AND TREE REMOVAL SHEETS 47-51
203+50.57p 19.00" RT
SEE MOTE 54 1"? c \j
1201 MEDIAN TAPER
� O
193-281-07
CONSTRUCTION NOTES,
�;1 OI CONSTRUCT 61/2" AC OVER 4" CMB
OCONSTRUCT MEDIAN TAPER PER
SPPWC STD. PLAN 140-2
O6 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" OVERLAY
O7 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" OVERLAY
@CONSTRUCT PCC BUS BAY PER CITY OF
FONTANA STD. NO. 1005
@CONSTRUCT 4" PCC SIDEWALK PER CITY OF
FONTANA STD. NO. 1006
HDR ENGINEERING, INC.
2880 MARKET STREET, SUITE 100
RIVERSIDE, CA 92501
(951) 320-7300
ora - f il srvOl \u stn proj\20009 3\003\project-drawin qs\l a you ts\200093el 4. dqn
FOR INTERSECTION DETAILS
e% r_1 f- e% I I r_1 W -1-1r, AA
@CONSTRUCT 8" CURB & GUTTER PER CITY
OF FONTANA STD. NO. 1000
22 CONSTRUCT STANDARD 8" CURB PER CITY OF
FONTANA STD. NO. 1000
@CONSTRUCT STANDARD ACCESS RAMP PER CITY
OF FONTANA STD. NO. 1003
26 ADJUST WATER VALVE TO GRADE PER CITY
OF FONTANA STD. NO. 6000
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12/4/2007
REV. I REVISION DESCRIPTION
RECORD' D"W/Wr
8:46:04 PM DFLTUSER
...............
970
9
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GROUNDSCALE
HOR I Z: 1 40'
----------
VERT: 1 4
-4-2 1- 1 2 21 213 2 1
.14
1201 BAY TAPER
CURVE DATA
No.
I A
R
L
T
46
220371 12
65. 00"
25. 66"
c\j
1 0MEDIAN
T
V1 L
25. 66"
13.001
i
22037" 1211
65. 00'
25. 66"
13. 0-0"
44
If
-
I
I
13. 00'f
®
i
193-581-64
79 121
50 581
CD�1� i !
!
REMOVAL NOTES
32. 5! J! 32. 51
42 REMOVE EXISTING
CURB
l !
REMOVE EXISTING
CATCH BASIN
lico
9:1
BPI
POWER POLE TO BE
RELOCATED
n27 ADJUST'MANHOLE TO GRADE PER CITY
OF FONTANA STD NO gnnn
CONSTRUCT LOCAL
STD. PLAN 313-1.
DEPRESSION SPPWC
CASE E, H = 2"
CURVE DATA
No.
I A
R
L
T
46
220371 12
65. 00"
25. 66"
13.0
220371 1211
65. 00"
25. 66"
13.001
86
22037" 1211
65. 00'
25. 66"
13. 0-0"
44
22° 220 37f 1211
65. 00"
25. 66'
13. 00'f
®
900 39" 36"
50 001
79 121
50 581
CONSTRUCT TYPICAL MEDIAN TREATMENTADJUST SEWER MANHOLE TO GRADE PER
31 SEE LANDSCAPE PLANS. @ INLAND EMPIRE UTILITIES AGENCY STD. PLAN
I DATE I ENGR. I CITY I DATE I I
513D
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.
193-581-56
CURVE DATA
No.
I A
R
L
T
46
89041135
50. 00**
78. 27'
49. 73"
180'D 00" 0011
1. 50"
4. 71 `
N/A
86
180c'00"0011
1.50"
4.71"
N/A
9Q
3028"2211
1 1000.001
61.61'
30.31"
SCALE IN FEET
0REemeD D/eAwnv& 0 40 80 120
Prepared Under The Supervision Ofi CITY O F FONTANA, CALIFORNIA
v�°L 5/0
"q� JURUPAAVENUE STREET IMPROVEMENTS
T -
m DRAM BY: Ill =401
C 57374 mm LAYOUT PLAN SCME
12-31-09 DESIGNED BY: DAM
CIVIL KRW STA 202+40 TO STA 214+40 12/5/2007
lo�
IV -4 Vf APPROVED
OF Ckl%-,* CHECKED BY. .4- ZIA p DRAWING NO.: 22
Date 1 12/5/07 T K �4 r-'�004 PL4,400-j VW14 4312
CITY ENGINEER R.C.E. 51152 DATE: 47
I