26-20 Oversize Plans

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• �'
C. All distances are horizontal ground unless otherwise noted
'♦ D. Wetlands were not defined or mapped during this survey.
Sit `• 5 �\
E. Underground utilities are not included in this survey.
Vicinity Map not drawn to Scale
Vicinity Map
Control Corner
Point "A2"
NC Grid Coordinates
N= 658,347.25
E = 2,577,417.70
(Now or Formerly)
H-D Holdings of
Washington, LLC
Deed Book 1960
Page 296
Green
Area �,
River Water "^
cow
stop Here cow
2 Frame
Building 1.
W C2 -----------
a D2
PF2
Al
B B1
ulkhead G2
Blocks "A, B, C & D"
are Concrete Pads for
Picnic Tables
�enotes 2 New)
Picnic Tables. Floating
Dock 1
Survey Purpose
The purpose of this survey is to provide an inventory of shore line
improvements made by the City of Washington, NC. As it is not for
purposes of land title exchange, elements of G.S. 47-30, where
unnecessary and not followed.
Metes & Bounds of Concrete Bulkhead
From To Bearing Distance
B2
A2
N 26 3857" E
50.00,
B2
C2
S 2603857" W
2.00'
D2
C2
N 2803943" E
49.92'
E2
D2
N 33006'57" E
1.85'
F2
E2
N 29013'25" E
21.88'
G2
F2
N 6004452" W
76.72'
G2
Al
N 4305242" E
2.89'
Al
B1
S 59055'05" E
3.94'
B1
C1
S 18°38'50" W
o
96.51'
,
,_•green Area •_-
Brick Walk
concrete
Bulkhead
77.38' — -------------
------
Existing Permanent Dock
1265 sq ft
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 N/A
Page N/A. That the boundaries not surveyed are clear) d' afed. hat the ratio
of precision or positional accuracy as calculated is 1 That the
following information was used to perform the GPS u ey.
���Rh1�ii01�7
Cass of surve GPS receivers
Class
Spectra SP 80 ��4A����i
Positional accuracy: 0.03'�� �Br�
Type of GPS field procedure: VRS 1A°
Dates of survey: August 14, 2019 SEAL e
Datum/Epoch: NAD 8312011 adjustment ,F L®2&4
Published/ Fixed control used: "VRS"
Geoid Model: GEOID 12A� ° •®� aim
Combined Grid Factor: 0.9998830 '�� .4
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, item d. This survey is of another category or an
exception to the definition of a subdivision.
Witness my original signature, license nu ber and seal this —day of �
2019 A I/
- jj
Existing Impervious Area within 50'
of the Water's Edge is: 20,917 sq ft
Stewart Parkway
•__ Limits - S----50_from W--- EdgeAsphalt Roadway _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_- 6-----_-_-_---_-_-_-_---_
Concrete Curbing Concr(
r►e�e—•—•—•—• •---•--
Pad Green Area • 30' from Water's Edge
Brick Walk
Concrete
Bulkhead
--------.----------------------- —� ,.,__=..,ma x.= 112LZ12xA
77.91' 58.05' 77. 77'
Existing Permanent Dock Existing Permanent Dock
1265 sq ft 1265 sq ft
Bulkhead
Lo Green
• • I I'from Water's Edgg
Brick Walk
!i!•!J • •Oi J ii ��� •iii:•••••••••:!:❖:!: • •ete�:�'•�i��: ��:��.�.���ti�•��•• •ii• i P •i i•
...Bulkhaad
Special Notes
Limits of Survey 50' from Water's Edge -
--. �ru�►�.teJOralk.
Green Area
Brick Walk
Bulkhead
--------------- — — — — -----------------------
60.72' 78.33' 65.96' 79.22'-------58.76'
Existing Permanent Dock Existing Permanent Dock
1265 sq ft 1265 sq ft
Pamlico River
Mean Water Elevation: 0.37' NAVD 88
Legend
O EIP = Existing Iron Pipe
O NIP = New Iron Pipe
O Ex. Mon. = Existing Concrete Monument
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
R/W = 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
XM .ICJ CITY
Area
79.17'
Existing Permanent Dock
1265 sq ft
DEC 05 2019
I%
ICD
Crete � (ij
Q
ad C
g
IC
P
D1! IV
Concrete —4 0
CD
Bulkhead I •�
I.p
Sheet 1 of 4
An Inventory Shore Line Survey for:
City of Washington, NC
City of Washington, NC Beaufort County, NC
Scale 1" = 50' Surveyed August 14 & 15, 2019
Sorrell Land Surveying, Inc.
Hugh A. Sorrell, Professional Land Surveyor L-2849
107 Union Alley Washington, NC
www.sorreillandsurveying.com Office [phone]
Company License: C-3508 Mobile [phone]
Surveyor
50 0 50 100 150 200
"Serving the land surveying needs of Eastern NC"

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.
Vicinity Map not drawn to Scale
Vicinity Map
City of Washington
! D1 Brick Walk „-----
j
Existing Impervious Area within 50'
of the Water's Edge is 13,933.31 sq ft
City of Washington
Metes & Bounds of Concrete Bulkhead
From To Bearinq Distance
D1
E1
S 5104023" E
921. 1'
E1
F1
N 67040'06" E
60.97'
F1
G1
S 51 °30'40" E
O I fl
0.79'
I
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.
Special Notes
Brick Walk Concrete Bulkhead Brick Walk El -I
59, 81 ' X 7' 48.46' h? 83' X 7' 59'
Permanent Dock Permanent Dock M Permanent Dock
32.1' 80.3'X 7.3'/
Proposed Dock `` Permanent Dock
Addition A" Proposed Dock
Addition "B" Proposed Dock
Addition "C"
41.1'
Permanent
Dock
Survey Purpose
The purpose of this survey is to provide an inventory of shore line
improvements made by the City of Washington, NC. As it is not for
purposes of land title exchange, elements of G.S. 47-30, where
unnecessary and not followed.
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 N/A
Page N/A. That the boundaries not surveyed are clearly in is t hat the ratio
of precision or positional accuracy as calculated is 1: %�. T1rgt, the
following information was used to perform the GPS survey.
GPS receivers used: Spectra SP 80 ®®`/ ' • ° `p
Class of survey: C� D,�,
Positional accuracy: 0.03' ®� SEAL �-
Type of GPS field procedure: VRS • ,� L 24 Q
Dates of survey : August 14, 2019 °-�,•.
Datum/Epoch : NAD 83 / 2011 adjustment i ®�!� ,
Published/ Fixed control used: "VRS"Geoid Model: GEOID 12A
Combined Grid Factor: 0.9998830 0,1111
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, item d. This survey is of another category or an
exception to the definition of a subdivision.
Witness my original
seal this day of 2019
r- - - - - - - - - - -
Floating Dock
L--'-------J
Pamlico River
Mean Water Elevation: 0,37' NAVO 88
Legend
C EIP = Existing Iron Pipe
O 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
R/W = 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
59'
Addition "D"
81 "X 7'
Permanent Dock
Proposed Dock
Addition "E"
r------------ •--... ----•-------------•----�
i Scale 1" = 10'XI
i
I I
I I
Ele ation 2.94Elevation of Deck 2.5
I
Elevation of Water
a 0.68'0c!gber 24, 2019 ,
a�
I ca
wQ.
i a
V i
Elevation Elevatio
-6. -7.5'
Cn
I River Bottom I
I I
i Typical Section of i
Existing and Proposed Docks
L..........................................
RECEIVED
JAN 0 9 2020
101'X 7'
Permanent Dock.
DEC 0 5 2019
Sheet 2 of 4
G1�H1
An Inventory Shore Line Survey for.
City of Washington, NC
City of Washington, NC Beaufort County, NC
Scale 1 " = 50' Surveyed August 14 & 15, 2019
Sorrell Land Surveying, Inc.
Hugh A. Sorrell, Professional Land Surveyor L-2849
107 Union Alley Washington, NC
www.sorrelllandsurveying.com Office [phone]
Company License: C-3508 Mobile [phone]
50 25 0 50 100 150 200
DCM-MHD CITY
"Serving the land surveying needs of Eastern NC"

Vicinity Map not drawn to Scale
Vicinity Map
V7
CD 1
30I
� =I
CD Tom-
CD
i
co
New Docks "F"
Survey Purpose
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.
I I E. Underground utilities are not included in this survey.
Special Notes
I(Now or Formerly) (Now or Formerly)
I- Moss Landing Harbour Homes ti9 ti� Moss Landing Harbour Homes %` ; JJ — — - Plat Cabinet T' Slide 21-4, 21-5, 21-6 c� Plat Cabinet "I" Slide 21-4, 21-5, 21-6
( k G Ni !0'
I1 1 �tl�o�O 1
11 1
11
\1 1
I1111
I1 Bulkhead I
' I i� 5 Retention Pond o i l
•,1 t. I I "' 3 • _ 50' from River's Edge I I• ' !�
_ — — •�'—A Existing 7'WoodWal �
1 X I _ •�' I I .1 1 to be rep/aced with samey
1 ; �.L i •_•_-30'fromRiver'sEdge '—• •�•�.I ; 1, sizeandfo0tprint Retention Pond �.�• �
1 I -- _ _ �. 1 r
Spillway - _ •� •.-- "
IFloatm 1
— = —7_U , Walk
Ii;
a
I I L
LjDocksLj
I I
I I I I I I Li
r Plank
Floating
j //Floating/)
Docks
LJ Docks/
(J/
L.,
L�
l Floating
A Typical Section of the Existing and Proposed
Pamlico River
�j l Docks
Estuarium Docks
/ l
._._._._.--------- ._._.-------------------
Mean Water Elevation: 037' NA VD 88
J/
j
Wafer Elevation j
j
a Deck Width is 5' 0.68'
a Deck Length is 39' October 24 2019 j
k RECEIVED
The purpose of this survey is to provide an inventory of shore line
improvements made by the City of Washington, NC. As it is not for
purposes of land title exchange, elements of G.S. 47-30, where
unnecessary and not followed.
Surveyor's Certificate and Parcel Status
!, 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 N/A
Page N/A. That the boundaries not surveyed are clearly indicated. That the ratio
of precision or positional accuracy as calculated is 1: 10, 000. 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: August 14, 2019
Datum/Epoch : NA 83 / 2011 adjustment
Published /Fixed control used: "VRS"
Geoid Model: GEOID 12A
Combined Grid Factor: 0.9998830
Units: US FOOT
4E
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, item d. This survey is of another category or an
exception to the definition of a subdivision.
Witness my original
and seal tly's 2 day of December, 2019
Elevation of Deck 3.40' I
r44'
OEC 2019
6.5'
6.7'
len j
�, —
j v
-10.2
10.2 j
Elevaf►on
j -7•0'
River Bottom I
j
Sheet 3 of 4
j
All Deck Materials j
are Salt Treated j
Legend
L Inset Scale 1"
._._._._._._._._._._._._._._._._._._._._.-
=15' Timbers
O EIP = ExistingIron Pipe
p
An Inventory Shore Line Survey for.
O NIP = New Iron Pipe
O Ex. Mon. = Existing Concrete Monument
O Mag Nail= Magnetic Survey Nail
City Washington, NC
O NPS = No Point Set
of
• = Power Pole
— - - - — = Right of Way
— — = Centerline
Cityoasn ton, NC Beaufort County, NC
f Washington, t g y
= Lines Surveyed
Scale 1"= 50' Surveyed August 14 & 15, 2019
— — = Lines Not Surveyed
-A- = Power Line
= Curbing
Sorrell Land Surveying, Inc.
R/W = Right of Way
PC = Point of Curvature
Hugh A. Sorrell, Professional Land Surveyor L-2849
PT = Point of Tangency
107 Union Alley Washington, NC
All NIP's set are black iron pipe I" in
www.sorrelllandsurveying.com Office [phone]
Diameter by 24" long
Company License: C-3508 Mobile [phone]
-D CITY I'Serving the land surveying needs of Eastern NC..

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