HomeMy WebLinkAbout1410-2J1
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113.29' 4
60.00'
60.00,
48.29' 11.82
CB. RTN.
FEATHERED OVERLAY 0.101 MIN., 3' MIN. WIDE
O
CURB DATA
R=20 0
4
CONST.
R= 620
I ��
0= 90 25 51
(STD. DETAIL 105 - A)
5
1 �1
A = 36 52 12
L=31..57
6O
CONST.
L=39.90'
0 T = 20.15
CONST.
BARRICADE PER STD. 118
T = 20.67
6
5
4
3
TULL O CK DR/VE
SEE AT RIGHT
0.5'
TOKAY
EXISTING IMPROVEMENTS
45.03'
O
x
B �6+ CURB DATA
. c .%9� R_38,
Q= 1150 24-' SO,•
L = 76.26'
T=59.64
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TOKA Y COUP T
SEE AT LEFT
S. R/W
0.51
OR/VE
9 70 %2� 4 COMPACTED NA i/VE SOIL `. J
_
TYPICAL S£C TION / `� TYPICAL SEC TION
�j 2Y;M//V. TH/CKIVESS A.C. OVER TUL L OCK DRIVE
TOS\ A Y COUI�'CQ T COMPACTED NAT/VE -TO/L
- N.T. S.
N. T• S
-
JgIV[RSIDE BLUEPRINT RIVERSIDE., CALIF.
PL A N
/ "= 40'
CONSTRUCTION NOTES
IJ
CONST.
A.C. PAVEMENT PER TYPICAL SECTION(STD. DET. IDD -D)
20
CONST.
FEATHERED OVERLAY 0.101 MIN., 3' MIN. WIDE
O
CONST.
6'1 CURB & GUTTER PER STD. 101
4
CONST.
SIDEWALK PER TYPICAL SECTION (4" THICK P.C.C.)
(STD. DETAIL 105 - A)
5
CONST.
HANDICAPPED RAMP PER STD. 104-A
6O
CONST.
CROSS GUTTER AND SPANDREL PER STD. 104
7
CONST.
BARRICADE PER STD. 118
8
ADJUST
NEW SEWER MANHOLE TO GRADE
90
RELOCATE EXISTING FIRE HYDRANT (BY FONTANA WATER
COMPANY)
Q�OFES31p�w.
MOLOY K.
GUPTA
No. C'-31708
*k Exp. 12-31-88
Sierra Engineering
CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS
(714) 888-0772
336 South Waterman, Suite E
San Bernardino, CA 92408
CIVIL
ti
OF CALAAA-P
1F�� P
*.
DATE: EXP. Y�yr
CITY OF FO NTANA , CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SCALE
V.D.L . AS SNDWN, r'
DESIGNED BY DATE
NO. 13437 DATE ,
STREET IMPROVEMENT PLANS
G.1i 8-t5-88 i
CHECKED BY
• �,s-^ .
DWG. NO.
DNO.APPROVED_Y`� (N�
� ./y? Q16 _R.C.064
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