56-22 Minor, Deborah Oversized Plan

1
7"'
Existing
Area
0.36 Acres
15, 773.13 Sq Ft
A. This plat is subject to any facts that maybe disclosed by
a full and accurate title search, as well as any right of ways
easements, zoning regulations and restrictive covenants
of record not shown hereon-
B. Area computed by the Method of Coordinate Geometry
C. All distances are horizontal ground unless otherwise noted
D. Wetlands were not defined or mapped during this survey.
E. Underground utilities are not included in this survey.
'at
t sz
Highway 99
n
Right of Way Varies
p Z
Approximate Location of
2 Lane Paved Roadway
------
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„ao
C ao n
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Bath Creek Bridge,
_—_---
°
Taken from 2021 Aerial
-�-
_ ----
Control Corner
7,<
0 4
Photography
Point ..B1..
_� --"" f-
��—
------ - • NC Grid Coordinates
Vicinity Map
---�-
N= 639, 756.80
-�
E _ $558,570.57
g oh reline Taken
°
_-- - - Viand Finger Pier
from 2021 Aerial
(Now Or Formerly
to be RemoVed
photographY ��
Kenneth Fredlein
-_
__�---'
Existing Boat lift to - - -----=-=--
--
-- -f
N
_- "-'
-
Deed Book 1947 Page 226
be Removed
j N
®
---------------
1 G
y
R•parin Line
1
Replace Existing
L, ,m
I
---
-------- - - - -
- ---- - -- - -- -
--':
Finger Pier ��;___'
'O'm _____------
---
Surveyor's Certificate and Parcel Status
1, Hugh A. Sorrell, a Professional Land Surveyor in the State of North Carolina,
certify that this plat was drawn under my supervision from an actual survey performed
under my supervision. That the boundaries surveyed are defined in Deed Book 1068
Page 594. That the boundaries not surveyed are clearly indicated. That the ratio
of precision as calculated is 1: That the following information was used
to perform the GPS survey.
GPS receivers used: Spectra SP 80
Class of survey: C
Positional accuracy: 0.03'
Type of GPS field procedure: VRS
Dates of survey: April 15, 2021
Datum/Epoch : NAD 83 / 2011 adjustment
Published/ Fixed control used: "VRS"
Geoid Model: GEOID 12A
Combined Grid Factor: 0.99988355
Units: US FOOT
That this plat was prepared in accordance with GS 47-30 as amended. That this plat meets
the requirements of GS 47-30 section F-11, as an existing parcel of land that does not create
a new street or change and existing street.
Witness my original signature and seal this day of , 2021
Hugh A. Sorrell, Professional Land Surveyor L-2849
14 O 12
15 13
O �
P/
19 \
9.55'
20 Z 29
'O- 28
21 O
O 22
23
24
9.32' 25
26
27
O
w
O 8
9
O
L
O
O 31
30
\ O
U
O
4
O \ O
6
7
O
6,88'
8.61' N
O 33
32
\ O
20
Water Depth
\ 3
5.27'
37
O\35
O
34
O
Special Notes
( ow or Formerly)
!Imo 1 Deborah L. Minor
�.-
zo.ob Deed Book 1170 Page 723 Now or Formerly)(1 --- ] _
o Swindell Cash Partners, LLC.
Deed Book 1473 Page 700
--- Existing Gazebo to be
Rebuilt in Same Footprint Proposed New Bulkhead
38 -- ------------
Proposed 12'x 12' O --- -- - -
Boat Lift 39 40 41 Approximate Location of
O O Shoreline, Taken from
2021 Aerial Photography
Proposed 15' x 15' 4.00' - 5.00' k
Boat Lift Slip 42 Approximate Water Depth
Accoridng to Property Owner. \ — No Depth was measured at time of this survey. ---"'I
Proposed New Bulkhead is 18 waterward from �-- —
Existing bulkhead L r
L
l_ J
Approximate Location of Pier
and Boat Litt, Taken from
2021 Aerial Photography
Proposed New Pier is in the location
of Existing Pier.
Electronic File Print Out
For viewing purposes only
Not For Recordation Conveyances or Sales
CIO
its
.,
rs
ry
i
40 20 0 40 80 120 160
Legend
O EIP = Existing Iron Pipe
* NIP = New iron Pipe
O Ex. Mon. = Existing Concrete Monument
O Mag Nail= Magnetic Survey Nail
O NPS = No Point Set
= Power Pole
----- = Right of Way
— — = Centerline
= Lines Surveyed
— — = Lines Not Surveyed
-A- = Power Line
= Curbing
- - - = Water Boundary
RIVV = Right of Way
PC = Point of Curvature
PT = Point of Tangency
All NIP's set are black iron pipe 1 " in Diameter by 24" long
Linear Units are "US FOOT"
Angluar Units are Degrees, Minutes & Seconds"
(Now or Formerly)
John A. Tucker
Deed Book 2018 Page 865
(Now or Formerly)
Kandan Industries Inc.
Deed Book 1740 Page 188
Sheet 1 of
A Site Plan of Proposed Dock and Slip Replacement for
Deborah L. Minor
Bath Township Beaufort County, NC
Scale 1" 40' Surveyed April 15, 2021
Sorrell Land Surveying, Inc.
Hugh A. Sorrell, Professional Land Surveyor L-2849
107 Union Drive, Suite 101 Washington, NC
www.sorrelilandsufveying.com Office [phone]
Company License: C-3508 Mobile [phone]
"Serving the land surveying needs of Eastem NC"
File:0420BHC01