HomeMy WebLinkAbout1325-2D VE"/?LA Y EX/3T. PA 1/eMZ-/YT
CVAiPY//V6' 71- 9)
CONST. A.C. 1AYE/Y/E'/VT
LINE
O
LINE
CO/1L5'Ti��CT/ON /VO TES^
/�
Co��sfruct Z /2 "A. z-- Com oacfed 12011ve soil. rZ-1me Averuue)
CURVE
DATA
®
CoI7sf
6 "Curb ' gaffer per 51d Owg. /O/.
024'02
20. Do' L - 31.56'
T= 20.14 '
O420,2-61
frar�s/�`ia� Curby around refurr�.
20.00' L = 31.28'
T� 19.86'
O
Cor�sf
sfcr�dard cross gaffer /ver Std. ,Ow9. /D4.
3
O
4 = /5/5'28"
Q 15�i5"28"
R= !9800' L - 52.73
R - 162.00' L - 43.14
7, 2.52'
T= 21.70'
O
COrnsf
4'104.e. sideYva/k.
O
A = 15`15'26 "
f- !80.00' L - 47.93 '
7- 24.11 '
4fO,-291. sidewa/1-r access ram�o 6&r 5f51 JW
AVE�vvE
HAWKINS,.ROBERTSON & ASSOCIATES
ENGINEERS • SURVEYORS
R.C.E. 17055
REVISIONS
DATE DESCRIPTION
FOR ENGINEERS USE
NAME DATE
DRAWN R.J. R P8/85 85
DESIGNED D.G.G.
Z Z -g G CHECKED 61. C 8/85
DATE
CITY OF FONTANA
STREET IMPROVEMENT PLANS
TRACT
LIME
12904
AVENUE
FROM STA. 5+33.73 TO STA. 11+94.86
APPROVED: / RECOMMENDED:
L� J 0HN
DATE R.C.E. 18932 CITY ENGINEER DATE
HORIZ. I 11 = 40'
SCALE. VERT. I" = 4' FB. PG. SHEET 2 OF 3 SHEETS
B.M. CHIS . "C7" AT S.W. COR. C.B. AT N.E. COR. OF SAN BERNARDINO AVE.
529 AND POPLAR AVE. ELEV. 1123.13 DWG. N0. 1925
ii olm 1361114