NCC223943_Site Plan or Location Map_20221123

I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS
NOTED HERON;THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL
SIGNATURE, LICENSE NUMBER AND SEAL
THIS 28TH DAY OF JANUARY A.D. 2021.
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE THAT REGULATES PARCELS OF LAND.
4 L-379
PROFESSIONAL LAND SU VEYOR LICENSE NUMBER
I (WE) HEREBY CERTIFY THAT 1 AM (WE ARE) THE OWNERS)
OF THE PROPERTY SHOWN AND DESCIBED HEREON WHICH WAS
CONVEYED TO ME (US) BY DEED RECORDED IN BOOK
AGE., AND THAT I (WE) HEREBY ADOPT THIS PLAN OF
SUBDIVISION WITH MY (OUR) FREE CONSENT, ESTABLISH THE
MINIMUM BUILDING LINES, AND DEDICATE ALL STREETS, ALLEYS,
WALKS, PARKS, DRAINAGEWAYS, AND OTHER OPEN SPACES TO
PUBLIC OR PRIVATE USE AS NOTED. FURTHER, I (WE) CERTIFY
THAT THE LAND AS SHOWN HEREON IS WITHIN THE SUBDIVISION
REGULATION J,J�iI�'��F FRANKLIN COUNTYe
I HEREBY CERTIFY THAT STREETS, UTILITIES, AND OTHER
IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE
MANNER AND ACCORDING TO COUNTY SPECIFICATIONS IN THE
SUBDIVISION ENTITLED FOREST GROVE SUBDIVISION OR THAT A
SECURITY BOND R IRREVOCABLE LETTER OF CREDIT IN THE
AMA_ LINT OF / Cy • -9®HAVE BEEN POSTED WITH FRANKLIN
Q"OUNTY TO ENSURE THE INSTALLATION THEREOF.
SUBDIVISION STREET DISCLOSURE STATEMENT
ALL ROADWAYS IN THE SUBDIVISION ARE DECLARED PUBLIC
AND SHALL BE MAINTAINED BY THE DEVELOPER. IT SHALL BE
THEIR RESPONSIBILITY TO BRING THESE ROADS UP TO THE
TO THE STANDARDS OF THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION TO MEET THE REQUIREMENTS FOR PETITIONNG
ADDITION OF THESE ROADWAYS TO THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATIONS MAINTAINED ROADS SYSTEM.
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROPOSED SUBDIVISION ROAD
DESIGN STANDARDS CERTIFICATION
.. _N • A
ONLY NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
APPROVED STRUCTURES ARE TO
BE CONSTRUCTED ON PUBLIC
RIGHT—OF—WAY
FRANKLIN COUNTY, NORTH CAROLINA
I, SG,S(� NOGG VIEW OFFICER
OF FRANKLIN COUNTIT` E l�Y THAT THE
MAP OR PLAT TO THIS CERTIFICATION
IS AFFIXED MEETS STATUTORY
REQUITEMENTS F RE ORDING.
DATE REVIEW OFFICER
RECORDED IN MAP BOOK, 2020 —
P
vie
I N/F I N/F LINE TYPE LEGEND
RHONDA GAY STRICKLAND MICHAEL STEPPE &
D.B. 1821, PAGE 993 CARUE A. STEPPE
M.B. 2011, PAGE 100 D.B. 2180, PG. 1993 PROPERTY LINE - LINE SURVEYED
p•up, II WAY
PIN # 2708-55-0713
MB. 2019, PAGE 192 LINE -UNE NOT SURVEYED
�N•• ++++ I IN # 2708-55-6903 JOINING
C w p +O� 0.05 AC. OVERLAP WITH D.B. 684, PG. 523 _ — - OVERHEAD LINE
/1/TO '�i� S 87.54'28" E AND TRACT 5 OF O&D BOOK 16, PG 325 w EI6 _- _.� -BUILDING SETBACK
D�WESS /p 170.70'— DP 6080808 1Ouj — — — — — — BUFFER
EASEMENT
2 a '9 I I'- __ 195.28' EP FLOOD HAZARD SOILS
.-.-��
J--10.99 N:785,579.59'
_ N 9 E:2,205,304.83'
I I OPEN SPACE # 1
59,532 SQ.FT. s. 30,454 SQ.FT. '1�' Oft I ;_ MINIMUM BUILDING SETBACKS
SUR`��Qg� I I 1.367 AC. �, s� 0.699 AC. T ^ 0 VOMW`MW FRONT 35'
115.0' / 47,608 SQ FT N N REAR 30'
INSET "A"
L-�37�94
BUFFER LANDSCAPE ' N O ,
SIDE 10
--� N
30,691 SQ.FT. O G/-ss•11' " W o
I I 0.705 AC. cV M 19 . 3 S
c�
I I 1 S40481311f pi / KERRY SMITH Z
E c�& SEAN SMITH
-1'�� 11 D.B. 2180, PG. 1672
co
M.B. 2019, PAGE 192
I I I J U N N 30,507 SQ.FT. I PIN # 27os-55-4375 0
I; 7Tomb
COm � 0.700 AC.
I o Z �"- o
n 1 30,206 SQ.FT. T a- 2 78' Q
I 0.693 AC. ' = 845415 " W
j 121084'
J
VICINITY MAP
5��54-�s E -- ��• w J � � n12 NOTES:
- AREA COMPUTED BY COORDINATE METHOD.
_0 ( _ .4 30,323 SQ.FT. I M / - THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY.
.. - THIS PROPERTY MAY BE SUBJECT TO NEUSE RIVER RIPARIAN BUFFER RULES.
� I 6 0 0.696 AC. / CALL N.C. DIVISION OF WATER QUALITY TO VERIFY (919-791-4200).
a) I W O rn ((� L - THE LANDSCAPING PLAN WILL BE IN ACCORDANCE WITH ARTICLE 14 LANDSCAPING
40,355 SQ.FT. aJ 72 �_ OF THE FRANKUN COUNTY UNIFIED DEVELOOPMENT ORDINANCE ON
d - THERE IS A 10' UTILITY EASEMENT ENVELOPE
• I ' I o� 0.926 AC. ' / ALONG ALL STREET RIGHT- WAYS, INTERIOR OF LOTS.
THE NCDOT ASSUMES NO RESPONSIBILITY FOR THE
(0 I p L_ L--44 E� 4 � OPERATION, MAINTAINANCE OR LIABILITY O THE SIDEWALKS
s Q I 13 / OR WHEELCHAIR RAMPS. THE DEVELOPER OR HOMEOWNERS
I 1 Z I / ASSOCIATION SHAD_ BE RESPONSIBLE FOR THE OPERATIONLP ,
0 I d ...1 30,007 SQ.FT. N MAINTAINANCE AND LIABILITY OF THE SIDEWALK AND WHEELCHAIR RAMPS.
! N O Y I 0.689 AC. / - MAINTENANCE OF THE PUBLIC DRAINAGE EASEMENTS ARE THE RESPONSIBILITY
I � 34,555 SQ.FT. LO 1 0 OF THE UNDERLYING PROPERTY OWNER(S). THE EASEMENT ALLOWS NCDOT
O N/F THE RIGHT TO ACCESS THE DRAINAGE EASEMENT AND PREFORM WORK IT
N I N ( 0.793 Ate_ �•-42--- -J 0 u) 2 0' 84a4'5 '!CONNIE MULLINS UWNS& DEEMS NECESSARY OR PRUDENT TO ALLEVIATE ANY ISSUES JEOPARDIZING
1 O O / D.B. 1576, PG. 288 THE INTEGRITYTHE ROADWAY. IT IS THE UNDERLYING FEE OWNER(S)
1100 vumm M.B. 1995, PG. 267 RESPONSIBILITY TO MAINTAIN THE EASEMENT TO ALLOW POSITIVE
V ��1 �' 14 N r` / PIN # 2708-65-0443 CONVEYANCE OF STORM WATER.
Z I I I i W V - SIGHT DISTANCE TRIANGLES TAKE PRESENCE OVER ALL O1NRE EA MENIS
00
PROPERTY FRONTAGES I / 4 30,092 SQ.FT. 6.34 47 ENCROACHMENT AGREEMENT FROM NCDOT.
NOT BE EO WITHOUT AN APPROVED
0 I'Ok (0
N - 35,118 SQ.FT. � 0.691 AC_ L __I IP N $ -ONLY APPROVED NCDOT STRUCTURES CAN BE PLACED WITHIN
--56' rn 87.09' THE RIgiT-OF-WAY.
I 0 0.806 AC. J U I �1 n > a -ALL LOTS MUST BE SERVED INTERNALLY. NO LOTS MALL HAVE DIRECT ACCESS
L JI r ONTO PEARCES ROAD. (LOTS 1-6, & 38)
W I Z N � -SIGHT DISTANCE TRIANGLES TAKE PRECEDENCE OVER ALL
7 tpm m OTHER EASEMENTS.
-I 1 - FOREST GROVE SUBDIVISION HOA WILL BE RESPONSIBLE FOR
OF1 83.4 J'i rz'n MAINTENANCE OF ANY OPEN SPACES AND DRAINAGE EASEMENTS.
a I I 15 ' 16 y 20% OF OPEN SPACE MUST BE DEDICATED.
1 -PROPERTY WILL BE IN COMPLIANCE WITH ARTICLE 14
W 1 I 15.0' O s N OF THE FRANKLIN COUNTY UDO (STREET TREES).
CL ! LANDSCAPE �, -ROADS CONSTRUCTED IN ALL PHASES OF THIS
I! BUFFER 36,318 SQ.FT. °' c3► 30,299 SQ.FT. 32,916 SQ.FT DEVELOPMENT DEVELOPMENT SHALL BE MAINTAINED BY THE DEVELOPER
je�J I 0.834 AC. �g1. I UNTIL THE NORTH CAROLINA DEPARTMENT of
0.696 AC. 0.756 AC. TRANSPORTATION ASSUMES RESPONSIBILITY FOR MAINTENANCE
\ r OF SUCH ROADS. DEVELOPER MALL ENSURE ALL ROADS ARE
INCORPORATED INTO THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION SECONDARY ROAD MAINTENANCE PROGRAM
5 ' W PRIOR TO TERMINATION OF DEVELOPER CONTROL PERIOD.
15 - ALL STUB ROADS/STREETS HAVE BEEN BUILT/CONSTRUCTED
I
2 29 2 d� 18 TO THE ADJOINING PROPERTY LINE
358 -1 L '.
30, 492 SQ.FT. � �\ 0 R w ' GC
1- a7oo Ac. �� -rrpE IU PUB1aC 2 III I111111111111111111111111111111
SIGHT •* 50 C"38 DocNo: 10038851
Recorded: 02/19/2021 02:08:57 PM
�2,300 SQ.FT. Zg 7RIANGLEya 40 FeeAmt: $42.00 Page 1of2
mmeOk
0.742 AC. �5 G,/ Franklin County North Carolina
h¢) Brandi S. Brinson, Register of Deeds
I ! / o. C.\� BK 2021 PO 82 - 83 (2)
1 , SIGNM� ��A N` c9� 33, 403 SQ. FT.
0.767 AC.'9s
2 O C� uauc
j D�NAGE t3
10'X70' �.� I G• / �O EASEMENT 30 \
TRIIat�NaF I 1-38 0�49 30, 376 SQ.FT. , �/ As,
W 32184 SQ.FT.
I I i'-� 10 20 w 0.739 AC.
�-' I ®s ` \
r � o
Ii• SEMENT U O °
O I !
SQ.FT.
�Z , 5.0' I � I 1• / 35 N� > � NcT -. l
37 � 35 334 SQ FT 31 049
DSCAPE
! o BUFFER I 20' Pueuc 0.811 AC/ 0.713 AC. •-
to L+'I � DRAINAGE
r7 38 O N I I EASEMENT � 34
N I I W RIVER NEUS
I i 3 09 SQ.FT. / 33,951 SQ.FT,/ off' \ ;r \ BU�A� BEN ACE
�7 / 0.779 A ' o 3$ �162,2 4 SQ.
0. 78 AC.
I �1 �3.7z Ace
I 33
W I SE \A" w_ t
I I + I ( / / �/ N 3%*828
079 SQ.FT. \
to 1 33, 214 SQ.FT. N O AC. �� • .
I o —1 — •�i 0.762 AC.
z ' _ — — 338 10 — — I — \ 0 �76'T24.91' \-
I 124.61' 99.72 110.96'
jr3,"i
PP 1109.59' JONATHA16 N W. GUINS �— ELMO NFINCH JR., S 89'34'11W &LEE P. GUINS EB EIP TEMPORARY JANIE FINCH DUPREE & ON
D.B. 2098, PAGE 483 SRN FRANKLIN P. FINCH
BOOK AROUND PRF 3, SLIDE 93-287
j MAPPIN# 2708000530000955 GE219 — PIN# 2708-53-3522 r7
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, C 1525, 333 S. MITE STREET, P.O. BOX 1253, WAKE F(
16.20'
m
• •
a•
PK NAIL
NAIL
-r •WAY
TV :•
a:
a : •
a
a r • • a•
-
•• a' ••LE
•
• a-LINE
r •
a-- VE
®X -ADDRESS
®- NEW IRON PIPE
S.T. -SIGHT TRIANGLE
DEVELOPER:
PEARCES ROAD, LLC
1151 TARBORO RD
YOUNGSVILLE, NC, 27596
[phone]
"CLUSTER SUBDIVISION"
OWNER: PEARCES ROAD, LLC
REF: D.B. 2192, PAGE 1561
DUNN TOWNSHIP
FRANKLIN COUNTY, NORTH CAROLINA
100 50 0 100
SCALE 1 �=100'
MAY 28, 2020
ZONED R-40
PIN #2708-54-4620
SHEET 1 OF 2
275889 (919)
offiffiffiffimm
200

1, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS
NOTED HERON;THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL
SIGNATURE, LICENSE NUMBER AND SEAL
THIS 28TH DAY OF JANUARY A.D. 2021,
7
0 i L-3794
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE THAT RE
.,qVkATES PARCELS OF LAND.
L-3794
PROFrSSIONAL LAND SURVEYOR LICENSE NUMBER
CURVE
TABLE
CURVE
ARC LENGTH
RADIUS
CHORD LENGTH
CHORD BEARING
C-1
39.22'
25 00
IN
3&32'
I
S 42'57'00" E
C-2
141.44
275.00
139.88'
N 7722'44" E
C-3
14.38'
S25.O0
14.38'
N 63'25047" E
C-4
35.62
25.00
32.68
N 2323*46" E
C-5
41.38'
555.00'
41.3
N 1541 W
C-6 a
100.14'
555.00
100.00'
N 07'58'S4' W
C-7
76.50
555.00'
76.44
N 01`OWO9' E
C-8
21.03'
25.
20.41'
N 1900'37" W
C-9
68.50'
50.
63.27'
N 03 51'23' W
C-10
15.06'
50.00'
15 00'
N 4401'10" E
C-11
37.27'
50.00'
36.42'
N 7400'08" E
C-12
70.53'
50.
64.83'
S 44.13244' E
C-13
49.82'
50.00'
47*787
S 244IY45" W
C-14
21.03'
25.00'
20.41
S 29'10'45" W
C-15
80.74'
505.00'
80.66'
S 00*30*150 W
C-16
117.63'
505.00
117.36
S 1044'57' E
C-17
38.36'
25.00'
34.71'
S 6122'49" E
C-18
80.82'
525.
80.74'
N 79104190 E
C-19
43.36'
325.00'
43.3S
N 79.39736' E
C-20
108.750
325.
10&24'
N 6615106" E
C-21
35.69'
25.00'
32.73'
N 15'46'19" E
C-22
115.10'
3254W
114.50'
N 1411 W
C-23
MAW W
275.00'
166950'
S 22 442'30" E
C-24
38.22'
325.00'
38.20'
S 36057'42' E
C-25
15.00'
325.00'
15.00'
S 3216'140 E
C-26
133.09'
IIIIIIIIN325.00'
132.16'
S 19'1SO10 E 1111114
C-27
a 21.03'
25.00'
20.41'
S 3134'50" E
39.92'
S0.00'
3&87'
S 32'48'Ot' E
49.56'
50.00'
47.56'
S 1828'16' W
WAS
S0.00'
35.63'
S 67'44'33' W
IC�34
46.56'
50.00'
44 89'
N 6442'24' W
6&71'
50.00'
63.43'
N 0120'11 E
21.03'
25.00'
20.41'
N 1636'33' E
115.383
2754W
114.53'
N 1930'18' W
C-35
4227$
275.00'
4222'
N 3545538 W
C-36
175.52'
375.00'
173.92'
S 7004'26' W
C-37
36.22'
25.00'
33.13'
N 81'49'57' W
C-38
67.18'
475.00'
67.12'
S 79 25'51" W
C-39
42.8T
25.00'
37.79
S 52' W
C-40
170.11'
475.00'
169.21'
IIIIIIIIIIIIIIIIIIS26'16
S 33 04 37' E
C-41
76.77'
300.00
76.56'
S 361DWI E
C-42
100.48'
300.00
1000019
S 1904 44' E
C-43
139.72'
250.00
137.91'
N 27'1W33' W
C-44
116'
525.00'
2.16'
N 43131 W
C-45
1000153
525.00'
100.00'
N 37'38b9' W
C-46
88.73'
525.00
88*63'
N 27'19 45' W
C-47
IIIN
41.39'
. 2500
36.82'
N 69'5W16' W
C-48
9.54'
325.00'
9.54'
S 6329'09" W
C-49
100.40'
325.00'
100.00'
S 7310'37" W
C-50
1 57.21'
325400'
IIIIIIIIIIIIIIIN
57.14'
S 870411' W
C-51
39.33'
25.00'
1 35.39'
1 S 47VZ59r W
'=pQ` 1?0 WI
cIsssloti`�y-y
� SURD btf
J 158.6�s
PEN SPACE #
3,922 TQ.FT.
0.756 _ AC.
FT.
rCn
1 (L-19
LINE TYPE LEGEND
PROPERTY LINE - LINE SURVEYED
RIGHT -OF WAY
ADJOINING LINE - LINE NOT SURVEYED
- OVERHEAD LINE
- - BUILDING SETBACK
NSF - - - - - - - EASEMENT
JEFFREY MUWNS & - BUFFER
CONNIE MUWNS - FLOOD HAZARD SOILS
D.B. 1576, PG. 267 ` J
M.B. 1995, PG. 267 TEMPORARY
PIN # 2708-65-0443 TURN AXLE
AROUND
\ N:784926.56
E 2206178.16 0
FENCE254 20' MINIMUM BUILDING SETBACKS
50.02' 89.85=
t� t1) '
q p Rim RI BAN REAR FRONT 30'
PUBLIC2 1DRAINAGE n 1 G7 \ ��S' Bu�� o SIDE 109
/ EASEMENT ` % \ \
100' NEUSE \ 30,122 SQ.FT.
� R RIPARIAN 1 10�T' a�0 \ 0.692 AC. > in
32,870 SQ.FT cLE N
L 0.755�C.
57 l ✓ *OPEN SRACE #4
\G-37 2 1'�z9,72o SQ.FT.
�� Qv talc 0 % `� cl 34,853 SQ.F . j. a 2�78 A
-TYPE o s G o.80o AC.
F O �� <\ \ y \ \ \
L-30 S ;zvia
\ \
35 .FT. 6� HILLIARD J.GAY JR.
,520 SQ.FT* � / \ �
Q Cm� & FAYE M. GAY LIFE ESTATE
\ 0.815 AC \ ' D.B. 1959s PG. 824
I M.B. 2011, PAGE 102
- PIN $ 2708-64-6948
'9s 37,457 SQ.FT.
�i \
0.860 AC.
\ Rso � ti
.yam 7� 90 20 \a,�
0 >3 \ \)G \ \ 100.0' NEUSE
\` 3 ,784 SQ.FT. ,"� RIVER RIPARIAN
71) 0.844 AC. \ CP= \ BUFFER
NO, r'd, 31,994 SQ.FT. N
0.734 AC. w \
7e f\ '115*2
\ \
RIVER RI AIirIAN OPEN ACE \ � r \
.1
VICINITY MAP
TEMPORARY TURN -AROUND
DETAIL
aoo
1o.o0 moo'
w
o
o _
40*W
BUFFER � �162,2�4 SQ.RT. � 0 2� \ �, oP
2 3.72 AC. \ 2 Q25 31,589 SQ.FT.
FT, ` N� N 33,341 SQ. �\ 0.725 AC.
o � \ 0.765 Ad' i �.� \ ` N \ ILLIP _
N/F
\ N G1 �dt f S-g$'p4' \� YD.B.P2099 PAGE 407
T24.91' \• \ I ry 2 : PiN# 27Ell 63�5975
S 89" 11" W EIP \ ci 22 or+
LINE TABLE
LINE TABLE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
N
0138'08
E
119.36'
L-41
N
6755'24'
E
169.13'
L-2
N
0138'08'
E
15.91'
L-42
S
84'S4 �'
E
150.67'
L-3
S
87" 14"
E
1&12'
L-43
S
84454'56'
E
143.680
L-4
N
6238"42
E
34.55"wmwdwft'
L-44
N
8531"1
E
169.39
L5
N
6238'42'
E
142.30'
L-45
N
12'13'43'
W
144905'
l-6
N
1725'20'
W
73.40'
L-46
N
12'13 43'
W
7.86'
L-7
N
05" 04'
E
23.60'
L-47
N
2433'4
E
122 36'
L-8
N
0505'04'
E
100.00'
LI
N
31 M44'
E
91.31'
L-9
N
0505'04'
E
120.00'
L-49
S
03'12'50
W
66.29'
1-10
N
0505'04
E
137.08'
L-50
S
8724'41'
W
91.37'
L-11
N
050504'
E
7.50'
LI
S
8020'10'
W
156.897
L12
S
05*05*04'
W
61.89'
L-52
S
05 42'44`
W
123.16'
L-13
S
050504
W
130.00'
L-53
S
0208'45'
E
86.39'
L-14
S
0505'04'
W
125.00'
LI
S
0411*550
E
17.42'
L-15
S
0505'04'
W
71.29'
L-55
S
18'38'00'
W
107.98'
L-16
S
1725'20"
E
67.92'
LI
S
06'S I V
E
42.627
L-17
N
8328'56'
E
26.26'
L-57
N
8108b4'
MIN
E
55927'
L-18
N
8328'S6'
E
147.15'
LI
S
4414'38'
E
50.00'
L-19
N
83289560
E
MAW
L-59
S
49'40'11'
W
180.33'
L-20
N
5639'56'
E
23.92'
LI
S
57.43 46'
W
130.23'
L-21
S
40'19 49"
E
50.91
L-61
S
57.43'46"
W
128.55'
L-22
S
40IW49'
E
177.860
LI
S
8230'52'
W
175.14'
L23
S
0729'08"
E
98.55'
LI
S
4555'46"
E
71.45'
L-24
S
0729
E
97.32'
L 4
S
2520'34"
E
90.01'
L25
N
0729*080
W
97.83'
L-65
S
2520'34
E
76.62'
L-26
N
0729'08'
W
9&05'
LI
S
20057'49'
W
91.66'
L-27
N
40619049"
W
142.04'
L-67
N
0B05'28'
E
64.32'
L-28
N
40'19'49"
W
79.30
L S
N
0805'28'
E
107.04'
L29
S
5639'56'
W
23.84'
L-69
N
38 48'36'
W
140.53'
L-30
S
8328'56'
W
41.84'
L-70
N
8023"1
W
29.31'
L-31
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83289560
W
138.20'
LI
N
8013"1
W
76.06'
L-32
S
8328'56"
W
1800"
LI
N
3320'43'
W
103.41'
L-33
S
4320'12'
E
143.97'
LI
N
0605WI91'
W
36.02'
1-34
S
432WIV
E
23.58'
L-74
N
60'IS01'
E
99.12'
L-35
N
4320'12"
W
69.71'
LI
N
51"11'17'
E
111.05
1-36
N
4320'12
W
97.84
L-76
N
51'58'OS"
E
178.01'
L-37
S
62OM420
W
176.62'
LI
N
12'45'32'
W
59.16
L-38
N
87'S3'14'
W
17.90'
L-78
N
35 44 02"
W
59.17'
1-39
N
533T54'
W
134.6W
L-79
S
02001'41"
W
11.49'
L-40
N
6109'22'
W
154.59'
L-80
S
02.01741'
W
15.46'
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49
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40 �
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ELMO N. FINCH JR., \ N/F
JANIE FINCH DUPREE & CHAD A. CRAFT & _
FRANKLIN P. FINCH ^ DEBORAH A. CRAFT
PRF 3. SLIDE 93-287 D.B. 1668 PAGE 51
PIN# 2708-53-3522 \ M.B. 1997 PAGE 249
PIN# 2708-63-2455 DEVELOPER.
PEARCES ROAD, LLC
1151 TARBORO RD
YOUNGSVILLE, INC, 27596
EIP -EXISTING
IRON PIPE
EIB -EXISTING
IRON BAR
BEIP
-BENT IRON PIPE
BEIB
-BENT IRON BAR
CM -CONCRETE
MONUMENT
EPK
- EXISTING PK NAIL
SPK
-SET PK NAIL
R/W
-RIGHT OF WAY
CATV
-CABLE TV BOX
EB -ELECTRIC
BOX
TEL -TELEPHONE
PEDESTAL
PP -POWER
POLE
OHL
-OVERHEAD LINE
LP -LIGHT
POLE
WM -
WATER METER
WV -WATER
VALVE
CO -SEWER
CLEAN -OUT
®X -ADDRESS
IRON PIPE
S.T. -SIGHT TRIANGLE
MAIL\�
KIOSK
10.0
E
M 7. '
.0 9.0'
MAIL KIOSK DETAIL
SCALE 1 "=40'
(1 REGULAR, 1 HANDICAP,
2 PARKING SPACES TOTAL.)
FINAL PLAT FOR
FOREST GROVE SUBDIVISION
"CLUSTER SUBDIVISION"
OWNER: PEARCES ROAD, LLC
REF: D.B. 21922 PAGE 1561
DUNN TOWNSHIP
FRANKLIN COUNTY, NORTH CAROLINA
[phone]
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. 60X 12539 WAKE FOREST
50 0
100
SCALE 1 "=100'
MAY 28, 2020
ZONED R-40
PIN #2708-54-4620
SHEET 2 OF 2
N.C., 275889 (919)
200
556-3148