The URL can be used to link to this page

Home My WebLink About20241011 Ver 1_P095-06_20240725 4 Legend Ibw Right-,of-Way Center Line _ Edge of Pavement 4 ----------------------- Easement/Alley ,b site d * --------------------------- Tie Down lines = _ ~ adjoiner lines 0 0 NC Grid Geodetic monument Z U . ® Ex.IP - Existing corners found Z Pall r�'g - ❑ con.mon. concrete monument e S.Mag. Magnetic nail ► Ex.Nail Existing Nail A S.Spike Set galvanized spike ' O SIP Set Iron Pipe(1"galvanized) " O W NPS No Point Set Location Sketch �nn�` ® Ex.Axle Existing Axle V O Ex.Re-Bar Existing Re-Bar Iron H Ex.RRI Existing Railroad Iron • S.wd.stk. Set wood stake 111/222 Book/Page NORTH CAROLINA BEAUFORT COUNTY vde This Map/Plat was presented for registration and recorded in ' this office in Plat Cabinet Z Slide — Surveyor's Notes This— 10 -day of of I 2019 at�R Jennifer - Jennifer Leggett Whitehurst By 1�9 Ifece B kM *All distances are horizontal ground,unless noted. Register of Deeds f4-q }fpepUty "Area by coordinate computations. *Subject to all easements,zoning regulations,or restrictive covenants of record. 'Area summary: 0.737+/-total acres. 'NC geodetic control as shown tied by GNSS GPS. �— +WW from ground monuments and evidence. � '\ ''••.� ` / . - 'No wetland deliniation made or implied. - `' *Reflects current occupations at the time of survey. Ex.v ''a` �� 'No enchroachment or gaps were recognized in 1► deeds,maps,or ground evidence as shown. Course BearingDistance , \o � / �.r-1^+. ,, �.� � /•�GO - No title search has been provided to the Surveyor L1 S 67'12'10' E 33.85' (1•�"�•a•) �'' \�tn �� b �— and no title warranty is implied. L2 S 87'55'04' E 19.58' {�ti The purpose of this survey is for boundary _ J 1y''�1 '\ s' '`\ olT 4 establishment - L3 N 72'14'32' E 35.26' L4 N 48'53'02' E 51 .01 LS N 48034'20' E 62.94' ��Jri• ' �', �/ L6 S 85027'05' E 18.42' ra: • L7 S 44e58'18' E 14.14' �> N44'14'56"E J �� (r.•.ty) 3.75' ' EX.IP-I*Aim s>t_I•dia . _ (7•Wow pd.) - 1 �60 '•v (4"�w Pam) xc ood sPC /,/tip.� N 08'3706"E . NAD 2011(d1uoM) 3.69 (�Mh> �6e,`'\• ` , •'• Ex.L ia Br 3•. . - - - - - �" 77i�1 f{�tii / a-7,707,427.6346 Q �(o� i '+e '•� '�•� *-%- - (3•bdo. .a.) NAD 7f111 _ N-658,341.1905 E=1707,499.6951 NN r ' ON abandoned alley (3 WkwSde) Wynn 's Gut o ��310- Fade) / Q N 46'42'46"W •irk (w.■h) 5.02' �� 30"'bow.az>d.) o�� V '�• (3•bdow Ptl � .) � .4 Q JD 7r6-o 4y 6� fi � 1:8 - • 6 NPS -C , "1J V 7 - - - - - - - _� NPs QJV 00\ ¢�. NPS Ei.RRI-3^:r - n� � 'rZ3a ' \� (►" but) (k V ,��` tK ?�� b9 n I,Bryant E Hardison,Jr.,Professional Land Surveyor,certify � '►�y�� to the following: C ~ �' a.That the survey creates a subdivision of land within the area NF9 L2 1.3 NPs �`1• .a0� , �p�� 46b S^i R -of a county or municipality that has an ordinance that regulates 61os NPs parcels of land. b.That the survey is located in a portion of a county or municipality that is unregulated as to an ordinance that regulates parcels of land NPs / ! c. Any one of the following: / 1)That the survey is of an existing parcel or parcels of • / / land or one or more existing easements and does not create a new street or change an existing street For the purposes of /• Gj� / O this subsection,an"existing parcel"or"existing easement"is Pantego Creek / an area of land described in a single,legal description or legally recorded subdivision that has been or may be legally / �,� conveyed to a new owner by deed in its existing configuration / t the survey is of an existing feature,suc as a building or other structure,or natural feature,such as a \ watercourse. � / 3)That the survey is a control survey_ For the purposes / � of this subsection,a"control survey"is a survey that provides J ' / horizontal or vertical position data for support or control of /---J �/ C?� Qther surveys or mapping. A control survey,by itself;cannot . be used to define or convey rights or ownership. 4)That the survey is of a proposed easement for public utility as defined in G.S.62-3. d.That the survey is of another category,such as . recombination of existing parcels,a eourt-ordered survey,or exception to the definition of subdivisions. i e.That the information to the surveyor is such that the surveyor is unable to make a determination to the best of his _ professional ability as to provisions contained in(a)through J (d)above. - Bryant 1JArdison,Jr. PLS L-2889 / I,Bryant E. Hardison,Jr.,certify that this plat was drawn by me IV from an actual survey by me(reference deeds used are in Book 1953, Page 480);that the boundaries not surveyed are clearly indicated as 'drawn,that the ratio of precision as calculated by latitudes and departures is 1: 22,197+,that this plat was prepared in accordance �,,, NC SPC Tie Don Information with G.S. 47-30 as amended. Witness my original signature,license .%` N CggO.,,, - w Wood Duck Land Servevin pp PC number and seal,this /Z day of 2019.ORt OQ:••'F ESSi �� GPS receiver used :Topcon Hiper SR .! b� Class of survey : B Bryant E. Hardison,Jr. PLS NC L-2889,C-3774 Bryan . H dison,Jr. PLS L-2889 SEAL _ - Positional accuracy : 0.03 42 South Teach's Point,Bath,NC 27808 Type of GPS field procedure :RTK .r9 L-2889 c-5_ Date of survey : I /22/2018 Boundary survey for �y0e' Datum/Epoch :NAD 83 (2011 )adjusted Fishing Creek Properties, LLC '2�'••'' SURJ O?' Published/Fixed control :VRS/"BEA 9" HAR0\5• Geoid Model :Geoid 2012au8 " Lonnie Hodges Tracts" �� Grid factor:0.99988390 Town of Belhaven 0 SO 100 150 200 Units :US foot Pantego Township, Beaufort County, North Carolina Date Surveyed: I/22/2018 Date Drawn:4/3/2019 Graphic Scale : 1"=SO' By -Bryant E.Hardison,Jr.PLS By :Bryant E.Hardison,Jr.PLS PLS M :L-2889,C-3774 Scale:one inch=one fifty feet Field Book:k 081,E-file:2017 152 Maps Name:FishingCreek\2017_152 MB 5/10;1213/392;1165!248;1918! Tract M:2017 152,C R G vers.9.0.1 718;others as noted