SW4210901_Plansheet - Other_20211117 (2)

GENERAL NOTES:
1. ALL CONSTRUCTION TO BE TO NCDOT STANDARDS. AND SPECIFICATIONS.
2. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
30' DRAINAGE
ESMT.
CL INTERSECTION
3. AREA DETERMINED BY D.M.D. METHOD.
TERRY SMITH TR. 6+02.09
READING CT. 0+50
4. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION OR CONVEYANCE OF
PROPERTY.
5. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY RECORDED PRIOR
TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
10' X 20'
INV: 639.5
DRAINAGE
6. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT
EASEMENTNECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY.
INV. OUT:648.95
55.32 LF @1.05 %
P
-6
24" RCP
INV.IN:649.48
52.50 LF @ 1.01%
18" RCP
INV: 640.08
10'
UT
ILIT
Y ES
MT
.
10'
UTILIT
Y ESM
T.
10' X 20' DRAINAGE
ESMT.
1
0' U
TIL
ITY
ES
MT.
C
L
50' R/W
20' PAVEMENT
6'
8'6'
20' PRIVATE SEWER LINE
SHOULDERSHOULDERDITCH
ACCESS AND MAINTENANCE
T.
F
R
E
P
"
/4
1
.
ESMT. FOR LOTS 26-31 FT

ER
P
"
1
(P.S.L.A.M.E)
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
10+0011+0012+00