SW4210901_Plansheet - Other_20211117

PROP. 50'
PRIVATE R/W
INV.OUT:
END OF PUBLIC
645.78
R/W LIMITS
10' X 20' DRAINAGE
ESMT.
CL
INTEINV.IN:
RSEC
TIO
N
TER
RY S645.05
MITH
TR.
0+5
0
KER
NOD
LE L
AND
ING
DR.
18+3
2.66
END OF PHASE 2
PAVEMENT
52 LF @ 1.03%
STA:12+39.35
18" RCP
INV. IN:
646.32
10' X 20' DRAINAGE
ESMT.
INV. OUT:
644.52
PROP. PERMANENT TURN AROUND
TO MATCH ASPHALT TYPICAL OF
1+00
2+0
0
3+ROADWAY. 30' x 50'
00
TURN-AROUND EASEMENT
0+001+002+003+004+005+006+007+008+00