SW4210901_Plansheet - Other_20211117 (3)

C
L
50' R/W
20' PAVEMENT
6'
8'6'
SHOULDERSHOULDERDITCH
.
T
F
R
PE
"
4
1/
T.
F
R
E
P
"
1
ALL CONSTRUCTION TO BE TO N.C. D.O.T. STANDARDS &
8" ABC
SPECIFICATIONS.
2" SF9.5A
AVERAGE RATE: 165 lbs./sy.
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO
6"
CONSTRUCTION.
RESIDENTIAL ROAD
1:1
N.T.S.ABC
YI-2 NCDOT 840.04
WITH MANHOLE TOP
(SEE DETAIL SHEET C11)
THROAT: 620.5
INV. IN: 615.15 (YI-1 FUTURE)
INV. OUT: 614.95
20' STORM DRAINAGE
ESMT. AROUND INLET
END OF PHASE 2
PAVEMENT
STA:19+00
10
' UTIL
ITY ES
MT.
INV. OUT:
613.85
PAVED TEMPORARY TURN AROUND
TO MATCH ASPHALT TYPICAL OF
ROADWAY. TURN-AROUND TO BE REMOVED
AT SUCH TIME ROAD IS EXTENDED,
30' x 50' TURN-AROUND EASEMENT
PROP. CL
GRADE