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
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CONSERVATION
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10.55 ACRES±
30 L30
31 L31
32
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L142
L143
L144
33 L33
52" CPP
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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
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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
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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
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36
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L38 b
a 38
80
L.35
L39 L37
L82
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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