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1-10 FFEWAY CONSTRUCTION NOTES
1 CONSTRUCT 8" EXTRA STRENGTH V.C.P.
a-- CONSTRUCT 48" DIA. PRECAST CONC. MANHOLE
PER CITY OF FONTANA STD. DETAIL 112
SEE DETAIL 1 ON SHEET 1
4
DATA CONSTRUCT 6" V.C.P. LATERAL
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DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
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N 80°47'35"E
306,00
6
N 80'47'35E
268.07
5 CONSTRUCT SEWER TERMINAL CLEANOUT
PER CITY OF FONTANA STD DETAIL 128
MODIFIED VITRIFIED CLAY PIPE STOPPER
TO ALLOW FOR FUTURE REMOVAL.
6a— CONSTRUCT 6" CLEANOUT PER CITY OF
FONTANA STD. DETAIL 125 WITH CLEANOUT
RECORD DRAWINGS BOX PER CITY OF FONTANA STD. DETAIL 125A
10
'nese Record drawings have been prepared based on information SAWCUT EXISTING PAVEMENTAND REMOVE
itted, in part, by others. While this information is believed to h
able, ASL Consulting Engineers is not responsible for its accurac 12 CONSTRUCT 5 LF OF 8" VCP STUB AT GRADE
for errors or omissions which may have been incorporated 4F 0.00¢•
plans as a result.
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1 " = 40'
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