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HomeMy WebLinkAbout20201664 Ver 2_Bells Bridge Recorded Plat_20220607Page 1 of 2 i VICINITY MAP (NTS) DEED REFERENCE(S): BEING A PORTION OF TRACT 1 RECORDED IN D.B. 1650, PG. 594, OF THE HALIFAX COUNTY REGISTER OF DEEDS. MAP REFERENCE(S): M.B. 1, PG. 180 (AKA P.C. B, SL. 1800) M.B. 2010, PG .81 P.C. 6, SL.127-B P.C. 6, SL. 124-A P.C. 1, SL. 351 CERTIFICATE OF OWNERSHIP i (We) hereby certify that I am (we are) the owner(s) of the property shown and 1 (We) hereby certify that I am (we are) the owner(s) of the property shown and described hereon which is located in the subdivision jurisdiction Halifax county exempt plat and that I (we) hereby adopt this Conservation Easement with my (our) free consent, as noted on this plat. Date Janet White Leggett DatJ i44ePat e Brady CERTIFICATE OF OWNERSHIP i (We) hereby certify that I am (we are) the owner(s) of the property shown and 1 (We) hereby certify that I am (we are) the owner(s) of the property shown and described hereon which is located in the subdivision jurisdiction Halifax county exempt plat and that I (we) hereby adopt this Conservation Easement with my (our) free consent, as noted on this plat. .a ate Ir Owners) ' RINTAND SIGN Date STATE OF NORTH CAROLINA COUNTY OF HALIFAX Filed for registration at M. 2022 in the Register of Deeds Office. Recorded in P.C. , SL Register of Deeds By STATE OF NORTH CAROLINA COUNTY OF HALIFAX Review Officer of Halifax County, certify that the map or plat to which this certification is affixed meets all statutory requirements for recording. 1-16,22 D Date Review Officer SURVEYORS CERTIFICATION(S) Surveyor's disclaimer: No attempt was made to locate any cemeteries, wetlands, hazardous material sites, underground utilities or any other features above, or below ground other than those shown. However, no visible evidence of cemeteries or utilities, aboveground or otherwise, was observed by the undersigned (other than those shown). I certify that the survey is of another category such as the recombination of existing parcels, a court -ordered survey, or other exception to the definition of subdivision (conservation easement). I, JOHN A. RUDOLPH, certify that this plat was drawn under my supervision from an actual survey made under my supervision (deed description recorded in Book SEE , Page REFS , etc.) (other); that the boundaries not surveyed are clearly indicated as drawn from information found in Book page ; that the ratio of precision or positional accuracy as calculated is 1 /10,000+; that this plat was prepared in accordance with G.S. 47-30 as amended. Witness my original signature, license number and seal this 10 day of January, A.D., 2022. SEAL OR STAMP ��14111f1/// ,\`��," CARO 2, O� FESSio-///, : �0 �1i-7 ,"y •� SEAL { L-4194 "1tiff ?° suR\�oqr= Q \ `O', gSHLEY .?` ``\`. 7/1111i1144��` DRAWN BY: FGR DATE: 01 /10/22 DWG. NO.: RSS5O5MR21 SURVEYED BY: J.A.R. Professional Land Surveyor k2 design group 774 S. Beston Road La Grange, NC 28551 252.582.3097 www. k2designgroup.com License Number CONSERVATION EASEMENT ACREAGE DATA: CONSERVATION EASEMENT AREA 1A RAY BOYETTE P.C. 1, SL. 351 9.07 ACRES± CONSERVATION EASEMENT AREA 1 B JANET WHITE LEGGETT & MARY PAT WHITE BRADY D.B. 1650 PG. 594, TRACT 1 PIN NUMBER 4854-00-79-1252 10.55 ACRES± CONSERVATION EASEMENT AREA 2 JANET WHITE LEGGETT & MARY PAT WHITE BRADY D.B. 1650 PG. 594, TRACT 1 PIN NUMBER 4854-99-7s-1252 25.75 ACRES± TOTAL CONSERVATION EASEMENT EXCLUDING ALL ACCESS EASEMENTS AND EXCLUDING ROAD R/W'S BY COORDINATE COMPUTATION 45.37 ACRES± LINE DATA ALONG CONSERVATION EASEMENT AREA 1 A & 1 B LINE BEARING DISTANCE L1 N47°56'22"W 171.47' L2 N39°06'16"W 197.56' L3 N27°43'15"W 294.48' L4 N23'52'58"W 222.23' L5 N62°54'43"W 330.38' L6 N87°36'06"W 99.57' L7 N78°58'08"W 257.24' L8 N15.17'35"W 270.28' L9 NOT USED L10 NO1.21'28'W 235.20' L11A S78'03'05"E 145.72' L11B 570'5615"E 78.94' L12 S63°36'20"E 97.83' L13 S81°08'31"E 61.16' L14 S69"11'35"E 32.50' L15 S85°00'41"E 45.92' L16 S79°30'46"E 87.75' L17 573'00'41"E 115.27 L18 558'27'24"E 55.92' L19 S56°53'04"E 86.44' L20 S52°40'16"E 30.35' L21 S65°43'23"E 131.98' L22 871°5511"E 38.81' L23 S65°43'44"E 31.58' L24 S51.09'39"E 51.36' L25 S43.07'39"E 87.08' L26 533°21'09'E 125.36' L27 525.13'48"E 91.64' L28 S37`11'39"E 214.67 L29 S24°41'44"E 196.34' L30 S59°19'52"E 86.79' L31 344°5706'E 124.23' L32 S35"34'46"E 153.62' L33 $22°23'43"E 57.29' L34A 572'58'15"W 203.51' L34B 572'5815"W 276.74' LINE DATA ALONG CONSERVATION EASEMENT AREA 2 LINE BEARING DISTANCE L35 S77°56'06"W L36 S01°49'31"E L37 582°44'19'W 137.71' 142.5 6 L38 L39 L40 L41 L42 L43 N88°31'41"W N75°0706"W 40. 38.53' A N66°22'36 W 2.32' N56°51'00"W 71156' A N88°13'34'W 16i' S63'19'40"W 93.40' L44 L45 L46 L47 L48 L49 582'13'51"W N87°13'52"W N81°04'19"W N71 °10'10"W N71 °10`10"W S76°25'51"W 172.42' 83.56' 87.26' 63.63' 43.68' 71.04' L50 N88"18'24' W 293.75' L51 N72°58'37"W 298.00' L52 N70°29'42"W 275.58' L53 N52"06'07W 87.01' L54 N25°38'28"W 86.66' L55 N00°38'3TE 92.71' L56 N24.22'17"E 85.20' L57 N47°20'26"E 67.64' L58 N60°58'18"E 90.48' L59 N23"52'15"E 99.10' L60 N07°16'30"W 74.03' L61 N08°36'05"E 62.68' L62 N 24°20'28"E 48.02' L63 N40°41'22"E 73.50' L64 N 62°34'01 "E 76.8T L65 N81 °45' 13"E 72.63' L66 S75`22'2TE 81.06' L67 S58°25'04"E 504.70' L68 847'35'19"E 51.05' L69 S40°56'40"E 75.82' L70 S34°46' 16"E 176.50' L71 S72°11'37"E 135.12' L72 N86°03'33"E 78.31' L73 N65°56'59"E 92.02' L74 N79° 11'51"E 76.88' L75 N86°02'37"E 60.39' L76 S85'52'37"E 226.98' L77 S77°4714"E 105.87' L78 588°27'07"E 44.98' L79 N67°41'04"E 50.29' L80 N82°43'38"E 45.50' L81 S07°3633"E 281.51' RESTORATION 515TFiVlS 1L,L�:-3 A TO "B" LINE DATA ALONG CENTER LINE OF BIRD BRANCH LINE BEARING DISTANCE L100 S78°1110"E 80.00' L101 673°52'15"E 49.20' L102 $70°45'51"E 74.14' L103 S66°52'49"E 49.08' L104 S81°45'09"E 60.19' L105 S70'32'27"E 15.47 L106 S87°28'17"E 30.1T L107 571°1741"E 34.90' L108 589°11'14"E 31.33' L109 S77'1741"E 31.71' L110 S88°38`26"E 34.11' L111 S65"26'25"E 50.24' L112 N80"45'59"E 25.58' L113 S59.31'49"E 29.55' L114 539°40'18"E 33.58' L115 S57°08'49"E 23.30' L116 S77.21'00"E 27.77' L117 S47°39'47"E 22.09' L118 S56'39'20"E 12.85' L119 563°10'26"E 108.56' L120 570'19'52"E 30.81' L121 S60'38'02"E 50.56' L122 588°3707"E 20.13' L123 S29°31'02"E 37.94' L124 568'16'24"E 25.64' L125 S17°59'2T'E 28.16' L126 S54°32'15"E 20.48` L127 820°39'52"E 51.11' L128 $39°26'28"E 40.71' L129 S01'40'04"W 29.11' g L130 804'12'24"E 24.80' L131 S35.37'00"E z L132 S35°32'41"E 52.E L133 S22'51.58" V 124.51k L134 S20°00'4 I`. 9' L135 $42°3 tO"° 2.39' L136 54- 1 `30"E 4.95' L137 S€ '43'191' L138 S4'i3 Tti"E 96.04' L1 1"E 32.09' .i S ..' 1 s�i 23.13' 41 S24' ,'14°E 8.41' 2 S63' 08"E 40.39' L S4 1'07"E 8.97' 14.91' 38'51"E r LINE DATA ALONG ACCESS EASEMENT 1 LINE BEARING DISTANCE 182 N1915'55"W 407.03' L83 N38.48'19"W 36.58' L84 N69°42'09"W 40.46' L85 589°25'441W 462.37' L86 N66°3736'W 53.98' L87 N24'53'22'W 50.01' L88 NO3°02'21"W 188.38' I a it O z IX to CD ¢ zz DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PLAT 1S BASED ON NORTH CAROLINA STATE PLANE COORDINATES ESTABLISHED BY USING THE ONLINE POSITIONING USER SERVICE (OPUS) PROVIDED BY THE NATIONAL GEODETIC SURVEY. ISS a2 NC GRID COORDINATES NAD 83 (2011) N=850,005.0158' E=2,457,513.7693' THE AVERAGE COMBINED GRID FACTOR USED ON THIS PLAT I5 0.99997684 (GROUND TO GRID). THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ISS 82 TO ISS 56 IS S 32°23'26" W 41.27' FEET. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES. GEOID-2012B CONUS GNSS RECEIVER - TOPCON HIPER V WITH MINIMUM TIME. OF 2+ HOURS COMPLETED ON 04/15/21 THE FOLLOWING BASE STATIONS WERE USED: PI❑ DN8741 DL7337 DK7576 DESIGNATION NCWM WILLIAMSTON 2 CORS ARP NCEC GREENVILLE NC CORS ARP NCNA NASHVILLE CORS ARP LATITUDE (m) N354849.757 N353618.309 N355809.068 LONGITUDE (m W0770206.209 W0772155.479 W0780111.341 LEGGETT & BRADY D.B. 1650, PG. 594 (TRACT 1) PIN: 4854-00-79-1252 un J IS NC GRID COORDINATE" N=650,055.0156' E=2,457,513.7693', ISS, REFERENCE POINT ONLY (SUITABLE FOR GNSS OBSERVATION) S32"23'26"W 41.2T (TIE DOWN) INSET 1 (GRID TIE DOWN) 20 10 0 20 40 60 GRAPHIC SCALE 1" - 30' 1l1I l 1 111 111 Intl IIIIII 111 III IN u Doc ID 004726190002 Type CRP Recorded: 01/18/2022 at 04:01:07 PM Receipt#: 2021-00004834 Fee Amt: $42.00 Pape 1 of 2 Instr# 202100006233 Halifax, NC Christie C Avens Register of Deeds BK2022 PG4-5 CCP r RESTORAtION SYSTENISi LLC 1101 HAYNES STREET SUITE 211 RALEIGH, NC 27604 FEMA FLOOD STATEMENT: THE PORTION OF THE AREA IS NOT REPRESENTED BY THIS PLAT IS LOCATED IN A FLOOD HAZARD BOUNDARY ACCORDING TO FEMA MAP NUMBER(5) 3720484400K, ZONE(S) X, AE, FLOOD WAY SHADED X, DATED: JUNE 06, 2014. LEGEND: ISS - IRON STAKE SET ECM - EXISTING CONCRETE MARKER EIP - EXISTING IRON PIPE EN - EXISTING NAIL MNS -MAG NAIL SET EIS - EXISTING IRON STAKE EPP - EXISTING PUMP PIPE EIB - EXISTING IRON BAR PPS - PUMP PIPE SET NMC - NON-MONUMENTED CORNER R/W - RIGHT OF WAY EOP - EDGE OF PAVEMENT ERB - EASEMENT BOUNDARY CL - CENTERLINE UP - UTILITY POLE P.B. - PLAT BOOK D.B. - DEED 800K PG. - PAGE P.G.B. - PLAT CABNET BOOK CMP - CORRUGATED METAL PIPE CPP - CORRUGATED PLASTIC PIPE RCP - REINFORCED CORRUGATED PIPE MW - MONITORING WELL SG - STREAM GAUGE No. 5 REBAR WITH YELLOW PLASTIC • CAP INSCRIBED: "CONSERVATION EASEMENT" FLUSH WITH GRADE CONSERVATION EASEMENT LINE - - - - - TIE DOWN LINE RIGHT OF WAY LINE OR ADJOINER LINE EASEMENT LINE FENCE LINE ACCESS EASEMENTS t CORNER 1 DESCRIPTIONS CORNER DESCRIPTION 0THRU 0 No. 5 REBAR FLUSH WITH GRADE WITH A YELLOW PLASTIC CAP INSCRIBED: "CONSERVATION EASEMENT" 0 RAIL ROAD TRACK 3.0' ABOVE GRADE 0 THRU No. 5 REBAR FLUSH WITH GRADE WITH A YELLOW PLASTIC CAP INSCRIBED: "CONSERVATION EASEMENT' le NON-MONUMENTED CORNER 0 TIIRU 0 No. 5 REBAR FLUSH WITH GRADE WITH A YELLOW PLASTIC CAP INSCRIBED: "CONSERVATION EASEMENT' 82 83 O No. 5 REBAR FLUSH WITH GRADE GRADE INSCRIBED WITH "K2 DESIGN CONTROL POINT" SUITABLE FOR GNSS OBSERVATION 85 MAG NAIL SET FLUSH WITH GRADE C)THRU 92 No. 5 REBAR FLUSH WITH GRADE 93 NON-MONUMENTED CORNER - - 94 30" GUM TREE l CD No. 5 REBAR FLUSH WITH GRADE WITNESSED BY A RAIL ROAD TRACK IN CONCRETE GENERAL NOTES: NO HORIZONTAL CONTROL EXISTS WITHIN 2000 FEET. NOTE: NO ABSTRACT OF TITLE, NOR TITLE COMMITMENT, OR RESULTS OF TITLE SEARCH WERE FURNISHED TO THE SURVEYOR. ALL DOCUMENTS OF RECORD REVIEWED ARE NOTED HEREON (SEE REFERENCES). THERE MAY EXIST OTHER DOCUMENTS OF RECORD THAT MAY AFFECT THIS SURVEYED PARCEL. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. COORDINATES SHOWN ARE BASED ON LOCALIZED GROUND DISTANCES OTHER THAN ISS 82 SEE DATUM DESCRIPTION. SHEET 1 OF 2 CONSERVATION EASEMENT FOR RESTORATION SYSTEMS, LLC OVER A PORTION OF THE LANDS OF RAY BOYETTE, P.C. 1, SL. 351 AND JANET WHITE LEGGETT & MARY PAT WHITE BRADY CURRENT OWNERS PER HALIFAX COUNTY GIS WEBSITE (PIN NUMBER 4854-00-79-1252) BELLS BRIDGE ROSENEATH TOWNSHIP HALIFAX COUNTY NORTH CAROLINA (THE FIELD SURVEY TOOK PLACE DURING APRIL 2021) 300 150 0 300 600 900 GRAPHIC SCALE 7" = 300' Book: 2022 Page: 4 Page 1 of 2 Page 2 of 2 LEGEND: 155 _ IRON STAKE SET ECM - EXISTING CONCRETE MARKER EIP - EXISTING IRON PIPE EN - EXISTING NAIL MNS - MAG NAIL SET EIS - EXISTING IRON STAKE EPP - EXISTING PUMP PIPE EIB - EXISTING IRON BAR PPS - PUMP PIPE SET NMC - NON-MONUMENTED CORNER R/W - RIGHT OF WAY EOP - EDGE OF PAVEMENT E1B - EASEMENT BOUNDARY CL - CENTERLINE UP - UTILITY POLE P.B. - PLAT BOOT( D.B. - DEED BOOR PG. - PAGE P.C.B. - PLAT CABNET BOOK CMP - CORRUGATED METAL PIPE CPP - CORRUGATED PLASTIC PIPE RCP - REINFORCED CORRUGATED PIPE MW - MONITORING WELL SG - STREAM GAUGE No. 5 REBAR WITH YELLOW PLASTIC • CAP INSCRIBED: "CONSERVATION EASEMENT" FLUSH WITH GRADE CONSERVATION EASEMENT LINE - - - - - TIE DOWN LINE RIGHT OF WAY LINE OR ADMOMNER LINE EASEMENT LINE FENCE LINE ACCESS EASEMENTS 94 0, 30" GUMTREE 3 S00'32'21 "W 1703.98' (TIE DOWN) S74°12'03'E 335.00' (TIE DOWN) NMC 93 �` "A" ORR TRACK EDRINGTON D.B. 2370, PG. 273 TRACT 5 L104 L105 L108 L110 L112 L113 N15°1735"W 3018.46' (TIE DOWN L11B LINE DATA ALONG CONSERVATION EASEMENT AREA 1 A & 111 LINE BEARING DISTANCE Li N47°56'22"W 171-47' L2 N39°06`16"W 197.56' L3 N27°43'15"W 294.48' L4 N23"52`58"W 222.23' L5 N62°54`43"W 330,38' L6 N87°36`06"W 99.57' L7 N78"58'08"W 257.24' L8 N15"17'35"W 270.28' L9 NOT USED L10 N01°21'28"W 235.20' L11A 578°03'05"E 145.72' L 11 B 5 70"56' 15"E 78.94' L12 563°36'20"E 97.83' L13 581 °08'31"E 61.16' L14 S69°11'36"E 32.50' L15 $85°00'41"E 45.92' L16 579°30'46"E 87.75' L17 S73"00'41"E 115.27' L18 S58°2724"E 55.92' L19 556°53'04"E 86.44' L20 552'40'16"E 30.35' L21 565"43'23"E 131.98' L22 571 °55'11"E 38.81' L23 S65°43'44"E 31.58' L24 551 °09'39"E 51.36' L25 543'0739"E 87.08' L26 533°21'09"E 125.36' L27 S25°13'48"E 91.64' L28 637°11'39"E 214.67' L29 524'41'44"E 196.34' L30 559°19'S2"E 86.79' L31 344°5706"E 124.23' L32 535°3446"E 153.62' L33 S22"23'43"E 57.29' L34A 572°58'15"W 203.51' k3413 572°58'15"W 276.74' L13 L15 L16 L18 L111 20 L115 L20 L117 L118 Swit L23 25 BOYETTE P.C. 1, 5L. 351 1 EIS ckNg A"TO "B" LINE DATA ALONG CENTER LINE OF BIRD BRANCH LINE BEARING DISTANCE L100 578°11'10"E 80.00' L101 S73"52'15"E 49.20' L102 570°45'51"E 74.14' L103 566°52'49"E 49.08' L104 381 °45'09"E 60.19' L105 S70.32'27"E 15.47' L106 S87°28'17"E 30.17' L107 571 °1741"E 34.90' L108 589.1114"E 31.33' L109 577"1741"E 31.71' L110 S88°3526"E 34.11' L111 S65°2525"E 50.24' L112 N80°4559"E 25.58' L113 S59°31'49"E 29.55 L114 S39°40'18"E 33.58' L115 S57°08'49"E 23.30' L116 577'21'00"E 27.77' L117 547°39'47"E 22.09' L118 S56°39'20"E 12.85' L119 S63°10'25E 108.56' L120 S70'19'52"E 30.81' L121 560°38'02"E 50.56' L122 888°37'07'E 20.13' L123 529°31'02'E 37.94' L124 568'16'24"E 25.64' L125 S17°59'27"E 28.16' L126 S54°32'15"E 20.48' L127 520'39'52"E 51.11' L128 S39°2528"E 40.71' L129 501°40'04"W 29.11' L130 804°12'24"E 24.80' L131 535'37'00'E 68.28' L132 535°32'41"E 152.22' L133 522°51'58"E 124.57' L134 520"00'45"E 49.19' L135 S42°31'00"E 52.39' L136 342°25'30"E 64.95' L137 555°43'17"E 71.91' L138 547.28'33"E 90.04' L139 343°23'51"E 32.09' L140 S54°31'57"E 23.13' L141 S24"24'14"E 8.41' L142 S63.26'08"E 40.39' L143 S49°41'07"E 8.97' 4L144 S24°38'51"E 14.91' L116 L119 L120 L121 S L122 CONSERVATION EASEMENT AREA 1A 9.07 ACRES± L24 L22 270 Cy L123 L124 L126 L127 L128 L130 s WP cop) 0 / L26 TINE DATA ALONG CONSERVATION EASEMENT AREA 2 LINE BEARING DISTANCE L35 577°56 06"W 137.71' L36 501°49'31"E 142.57 L37 S82°44'19' W 60.68' L38 N88°31'41"W 40.55' L39 N75°0706' W 38.53' L40 N66°22'36W 32.32' L41 N56.51'00' W 43.86' L42 N8813'34' W 167.21' L43 S63°19'40' W 93.40' L44 5829351'W 172.42' L45 N87`13'52"W 83.56' L46 N81°04'19"W 87.26' L47 N71°10'10'W 63.63' L48 N71°10'10"W 43.68' L49 S76°25'51"W 71.04' L50 N881524'111/ 293.75' L51 N72°58'37"W 298.00' L52 N70°29'42"W 275.58' L53 N52°06'07"W 87.01' L54 N25°38'28"W 86.66' L55 N00'38'37'E 92.71' L56 N24°22'17'E 85.20' L57 N47"20'26"E 67.64' L58 N60°58'18"E 90.48' L59 N23°52'15"E 99.10' L60 N07.16'30"W 74.03' L61 N08°36'05"E 62.68' L62 N24°20'28"E 48.02' L63 N40°41'22"E 73.50' L64 N62"34'01"E 76.87 L65 N81°45'13"E 72.63' L66 S75°22'27"E 81.06' L67 S58°2504"E 504.70' L68 S47°35'19"E 51.05' L69 540°56'40"E 75.82' L70 534"4516"E 176.50' L71 S72'11'37"E 135.12' L72 N86°03'33"E 78.31' L73 N65°56'59"E 92.02' L74 N79'11'51"E 75.88' L75 N86°02'37'E 60.39' L76 585°52'37'E 226.98' L77 577°47'14"E 105.87' L78 S88°2707'E 44.98' L79 N67°41'04"E 50.29' LSO N82°43'38"E 46.50' L81 S07°3533"E 281.51' ISS CONTROL POINT IN EDGE OF SOIL ROAD REFERENCE POINT ONLY (SUITABLE FOR GNSS OBSERVATION) CONSERVATION EASEMENT AREA I B 10.55 ACRES± 30 L30 31 L31 32 L141 L142 L143 L144 33 L33 52" CPP UNE DATA ALONG ACCESS EASEMENT 1 LINE BEARING DISTANCE L82 N19°1555"W 407.03' L83 N38'48'19' W 36.58' L84 N69°42'09'W 40.46' L85 589°2544"W 462.37' L86 N66°3736'W 53.98' L87 N24"53'22'W 50.01' L88 NO3°02'21' W 188.38' CONTROL POINT IN EDGE OF SOIL ROAD REFERENCE PAINT ONLY / (SUITABLE FOR GNSS OBSERVATION) / 00' 4, 0. C> B 594, 1) 9-1252 / / / LEGGETT & BRADY D.B. 1650, PG. 594 (TRACT 1) PIN: 4854-00-79-1252 L56 L57 INSET A ( (GRID TIE DOWN) SHEET 1OF2 `. J / 1lo° NGSR� s.. owl I I1111lt/ ii < \ CARP r. 9 . Q SEAL L-4194 / D �,�t10 iit� EDl IVY 1- { et 11•12.%. / / 54 / L62 L61 5s\-52 57, 0 Z32 LEGGETT & BRADY D.B. 1659, PG.594 (TRACT 1) PIN: 4854-00-79-1252 1.86 STATE OF NORTH CAROLtNA COUNTY OF HALIFAX Filed for registration at Office. Recorded in P.C. M. , 2022 in the Register of Deeds , SL Register of Deeds <6> 68 L68 CONSERVATION EASEMENT AREA 2 25.75 ACRES± ri? L5i L49 L50 L88 92 ISS L7� LEGGETT & BRADY D.B. 1650, PG.594 (TRACT 1) PIN: 4854-00-79-1252 L72 GL74 L75 75 to By L79 L80 L78 176 L77 0 STREAIVI L48 0 L47 146 L45 91 ISS L87 L86 ISS 90 ACCESS EASEMENT 1 NEW 30' WIDE NON-EXCLUSIVE ACCESS EASEMENT FOR INGRESS, EGRESS & REGRESS {AREA W 0.85 ACRES± BY COORDINATE COMPUTATION) 1.44 L42 42 L84 L83 N1995'55' 1N 30.02' (TIE DOWN) L41 ISS 41 78 79 36 L40 L38 b a 38 80 L.35 L39 L37 L82 vkiv sov mg MNS _ 85 SHEET 2 OF 2 CONSERVATION EASEMENT FOR RESTORATION SYSTEMS, LLC OVER A PORTION OF THE LANDS OF RAY BOYETTE, P.C. 1, SL. 351 AND JANET WHITE LEGGETT & MARY PAT WHITE BRADY CURRENT OWNERS PER HALIFAX COUNTY GIS WEBSITE (PIN NUMBER 4854-00-79-1252) BELLS BRIDGE ROSENEATH TOWNSHIP HALIFAX COUNTY NORTH CAROLINA (THE FIELD SURVEY TOOK PLACE DURING APRIL 2021) 300 150 0 300 600 900 GRAPHIC SCALE 1" = 300' Book: 2022 Page: 4 Page 2 of 2