- 8/23/2022 4:12 PM

z
1-
w
0
w
1-
N
0
O
22-0706-MDO.DWG PLOT DATE 8
7-SPARTANC-MITCHELLMTNCULVERT\DRAWINGS\X-REF\22.014107 BASE 2
0
N
N
N
0
EXISTING 72"
CMP CULVERTS
EXISTING 4"
WATER LINE
APPROXIMATE LOCATION
JOHN AND REBECCA HAMM
EXISTING SEWER
MANHOLE
JOHN AND REBECCA HAMM
/
EXISTING SEWER
MANHOLE
I
-2890
SSMH
EXISTING 8"
PVC SEWER LINE
(TO BE REPLACED)
•
•
•
PROPERTY LINE
(TYP.)
2890
i
EXISTING SURFACE
2890
EXISTING 4"
2885
WATER LINE
2885
(APPROXIMATE)
�
PROPOSED
2:1 SLOPE
EXISTING 8"
PVC SEWER LINE
L
o
\
2880
(TO BE REPLACED)
2880
\
.I
o
EXISTING CRUSHED
72" CMP CULVERT
_
!
2875
IN Vs
2875
PROPOSED DUAL 96" CULVERTS
INV IN: 2873.48'
INV OUT: 2871.16'
WATER SURFACE
2870
2870
100 LF ®2.2
7%
L i
INV 1' BELOW
STREAM BOTTM
WATER
SURFACE
® 1240 19th Street Lane NW
mcgillHickory, NC 28601
828.328.2024
NC Firm License # C-0459
m cg i I lassociates. com
9+50
9+60
NO.
10+00
DATE
BY
DESCRIPTION
10+40
10+80
MITCHELL MOUNTAIN ROAD
CULVERT REPLACEMENT
TOWN OF SPARTA
ALLEGHANY COUNTY, NORTH CAROLINA
11+20
GRAPHIC SCALE
OFFICE MANAGER
D.CHAPMAN
PROJECT MANAGER
M.OETTING
11+50
DIVISION VALUE = 10 FEET
DESIGNER
A.SUMMERS
REVIEWER
M.OETTING
CULVERT PLAN AND PROFILE
PROPERTY LINE
(TYP.)
LINDA BILO
FLOOD HAZARD LINES
PROFILE
SCALE: HORIZ. 1 "= 10'
VERT. 1 "= 5'
DATE
J U LY, 2022
PROJECT #
22.01407
FUNDING #
N/A
SHEET
1