NCC211776_Site Plan or Location Map_20210325

LEGEND
CMF CONCRETE MONUMENT FOUND
IRF IRON ROD FOUND
UP UNMARKED POINT
IRS 5/8" IRON SET
R/W RIGHT OF WAY
FMF FENO MONUMENT FOUND
0 TRANSFORMER
TELEPHONE PEDESTAL
WELL
(T) CABLE PEDESTAL
© ACCESS LID
D.B. DEED OR DOCUMENT BOOK
P.B. PLAT BOOK
P.F. PLAT FILE
0======--0 CULVERT +/-
- — =•- STREAM +/-
-•—•— CHAINLINK FENCE +/-
0 UTILITY POLE
------- OVERHEAD UTILITY LINES
+�LT0Ao2R
ASpHA -
-CL
1/2"
I IPF
I 20
I 20' WIDE PARKING —� L3
EASEMENT PER D. B. I N/F
333, PAGE 228 ► L2
BENTS
I N/F
I C1]
I
I
EDGE OF THE I N/F
PAVEMENT —�
POPPETT PROPERTIES, LLC
D.B. 342, PAGES 161-163
ROGER RAXTER SURVEYING
S�3°
,TIE 6,. W
16'S
N/S �6._
�80•
a"
NC GRID COORDINATES:
N : 522,287.993' V
E : 823,889.039'
NAD 83 (2011)
PRELIMINARY PLAT ONLY, NOT TO BE USED FOR SALES, CONVEYANCES OR RECORDING.
GUARD `
'RAIL \
/ 3/4'
SINIPF
i
Cl)
J \ o • N/S
I oeo
SIG 20' WIDE PARKING
EASEPAGED. B. / \
I 33-
CONCRETE PAD \ \
& AWNING \ �j
I
I
3° \
\
\
\
BURIED
0 5/8" I R F
CONCRETE
TANK
`CO ETE
E TANK
N 05011 '56" E P —�
206.20' 1\�,
N
0
TOXAWAY FALLS PROPERTY
OWNERS ASSOCIATION, INC.
D.B. 511, PAGES 211-213
P.F. 13, SLIDE 159
3
BROKEN �F 4 O\
/ MF 1pF9
E �9FApFg0B 9T/CTq
S6Q0 9�F 9g9iv ��
r�Ossss"<c 9 4
22,
BURIED 1
3052 5/8" IRF 1 S 64°56'S5 E
S2 I
3p
17.82'
EDGE OF THE '
PAVEMENT CL I
0p9 CORNER
Oi NO. 601
/
NC GRID COORDINATES:
N : 522,069.253' /
E : 823,989.661'
NAD 83 (2011)
1 �S 57°43'15" W
FMF 116.30'
\ / CORNER
NO.602
BURIED 10
�„�F
30, ROAD BIN SO SEE P F-
P AGE SLIDE2605100 10A
gyp,
FMF,
CORNER
NO. 604
F � • / O
1-2938" 5/8" Al O
�'�• \'\\�\ ` _ - ° ` �.
IRF 18" HIGH �4°�6S • .\ . \\� / '�
21838,
•� 0
3 303�
POPPETT PROPERTIES, LLC ��� •• MARKED 19" MAPLE AT
D.B. 342, PAGES 161-163 °:�''•�. FALLS, COR NO.605
I, E. Roger Raxter, Professional Land Surveyor, certify that
this plat was drawn under my supervision from information
found in D.B. 934 , Pages 213-215: That the boundaries
not surveyed are shown as broken lines and are platted from
information noted hereon. That the ratio of precision as
calculated does not exceed 1' in 10,500' . That this plat
was prepared in accordance with G.S. 47-3o as ammended.
Witness my original signature, registration number and seal
this the 07th day of October , 2020.
SURVEYOR L-2938 REGISTRATION NUMBER
BURIED /
5/8"
® �S 45001 '20" W
82.02'
FMF,
CORNER
NO.603
STATE OF NORTH CAROLINA
D. B. 153, PAGE 83
P.F. 10, SLIDES 100-101
1, E. Roger Raxter, N.C. PLS certify that this a survey of an existing parcel or
parcels of land and does not create a new street or change an existing street.
October 07, 2020
E. ROGER RAXTER, NC PLS DATE
(@a Copyright E. Roger Raxter 2019)
TOPOGRAPHICAL SURVEY OF PROPERTY OWNED BY:
Walker's Mountain View, LLC
PROPERTY LOCATED IN:
HOGBACK TOWNSHIP
TRANSYLVANIA COUNTY
NORTH CAROLINA
DEED REFERENCE: D.B. 934, PAGES 213-215.
PLAT REFERENCE: P.F. 20, SLIDE 255.
SURVEY DATE: OCTOBER, 2020.
NOTES c0c�,,
1) This property is located in Zone X, areas determined to be outside the 500-year
floodplain per F.I.R.M.of this area dated October 02, 2009.
2) This property is subject to matters found by a title examination and also subject
to all restrictions, setback lines, roadways, zoning ordinaces and right of ways
appearing on this property and/or of record.
3) Area computed by coordinate method, including all right of ways.
4) This is a survey of an existing parcel or parcels of land and does not create a
new street or change an existing street.
5) This map is not transferable, and may not be used by any person or enitity without
written authorization from E. Roger Raxter, PLS. This plat is provided for the use of
the parties named hereon.
6) This survey does not certify legal title to the land itself or to the boundaries shown.
Users of this plat should obtain an accurate legal opinion as to ownership within the
boundaries of this plat.
7) The corners found and set are 1 inch to 12 inches above the ground,
unless otherwise noted.
8) The area is 2.74 acres
9) The GPS survey was used for control only.
10) All distances are horiziontal ground distances.
11) The Tax Pin's are : 8522-32-8057 and 8522-32-9180.
12) The points not labled are unmarked points.
13) The boundary survey was done in July, 2020.
14) The elevations are based on GPS control with the benchmark being the top of
the existing well near the southeast boundary line at an elevation of : 3050.4'.
GPS CONTROL DATA
Class of Survey: B
Positional Accuracy: 0.03'
Type of GPS field procedure: RTK NETWORK
Date of Survey: 11/0112019
Datum/ Epoch: NAD 83 (2011)
Published/Fixed control use: NC VRS NETWORK
Geoid model GEOID 128 (CONUS)
Combined Factor: 0.999709351
Unit: US SURVEY FEET
Id
CALL TABLE
Bearing
Distance
L 1
N 05011 '56"
E
33.83'
L2
N 05011 '56"
E
16.44'
L3
N 05011 '56"
E
34.54'
L4
N 05011 '56"
E
35.93'
L5
N 7503705"
E
53.01 '
L6
N 63025'05"
E
45.41'
L 7
N 63025'05"
E
6.09'
L8
N 41 °50'05"
E
72.00'
L9
S 59050'55"
E
36.50'
L 10
S 57°43'15"
W
164.82'
L 11
S 80028'08"
W
77.14'
L 12
N 5900729"
W
28.68'
L 13
N 22028'16"
W
165.45'
40 20 0 40 80 120 160
GRAPHIC SCALE: 1 INCH = 40 FEET
CONTOUR INTERVAL: 2 FEET