NCC223906_Site Plan or Location Map_20221122

VICINITY MAP
NOT TO SCALE
U�2�E
In 1■ millions
J=
sea
1THIS MAP IS CONSIDERED PRELIMINARY, NOT FOR RECORDATION, CONVEYANCE OR SALES
. UNLESS SIGNED AND SEALED BY THE LICENSED SURVEYOR.
I, STEVEN P. CARSON, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DELL) BOOK 1205, PAGE 145); THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND
AS SHOWN HERE ON; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+; THAT THIS
PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED WITNESS MY ORIGINAL
SIGNATURE, REGISTRATION NUMBER AND SEAL THIS DAY OF 1gv'(
A.D., 2021.
1, FURTHER THAT IN ACCORDANCE WITH G.S. 47-30-F-11-C-1; CERTIFY 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 PURPOSE OF THIS
SUBSECTION, AN "EXISTING PARCEL" OR "EXISTING EASEMENT"ti d1AMP f{E49,F LAND DESCRIBED
IN A SINGLE, LEGAL DESCRIPTION CONVEYED TO A NEW OW EXISTING
CONFIGURATION. "` 0 �¢pp£SsT6.-
sSEAL+
L4752
+ e
ot
STEVEN P. CARBON, PLS DATE ,, P GA?�N�`�*
NC LICENSE NO. L-4752 �
TO (1) ASHTON RALEIGH RESIDENTIAL, L.L.C. & 01) INVESTORS TITLE INSURANCE COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE
MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR
ALTAINSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND
INCLUDES ITEMS OF TABLE A THEREOF (NONE SELECT&*41fH19&iIgLDWORK WAS COMPLETED
ON FEBRUARY 2021. �•�` ��A C A f,pal
p
SEAL -
L-4752
suI?v
STEVEN P. CARSON. PLS E - - - - C.,, '
NO LICENSE NO. L-4752 IP,
SURVEY COMMENTS
SURVEY MADE BY BATEMAN CIVIL SURVEY COMPANY
DATED 06125l2021, JOB NO. 210116
SCHEDULE A
INVESTORS TITLE INSURANCE COMPANY
121 NORTH COLUMBIA STREET
P.O. DRAWER 2687, CHAPEL HILL, NORTH CAROLINA 27515-2687
919.968.2200 - INVTITLE.COM
REVISED COMMITMENT DATED DUNE 16, 2021 NO. 001
COMMITMENT NO.: 202110206CNRC1
ISSUING OFFICE FILE NO.: 202110206CA1RC1
PROPERTY ADDRESS: NO
REVISION NO.: 001
1. COMMITMENT DATE: FEBRUARY 1, 2021 AT 08:00 AM
2. POLICY TO BE ISSUED: POLICY AMOUNT' $697,500.00 (TO BE REVISED)
(A) ALTA OWNERS POLICY (0611T06)
PROPOSED INSURED: ASHTON RALEIGH RESIDENTIAL, L.L.C.
3. THE ESTATE OR INTEREST IN THE LAND DESCRIBED OR REFERRED TO IN THIS COMMITMENT IS FEE SIMPLE.
4. THE TITLE IS, AT THE COMMITMENT DATE, VESTED IN:
GRAHAM GEORGE WOOD
5. THE LAND IS DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE CENTERLINE OF U.S. HIGHWAY 264 ALTERNATE, THE SOUTHWEST CORNER FOR TRACT 3 AS SHOWN
ON THE MAP HEREINAFTER REFERRED TO; THENCE FROM SAID BEGINNING POINT ALONG THE CENTERLINE OF
U.S. HIGHWAY 264 ALTERNATE N. 41'40'40" W- 41.83 FEET; N. 40"12'40" W. 100 FEET AND N. 39'3U40" W. 31.73 FEET TO A
STAKE, CORNERING; THENCE LEAVING THE CENTERLINE OF U.S. HIGHWAY 264 ALTERNATE, N. 84'23'30" W. 85.22 FEETTOA STAKE ON
THE SOUTHWEST SIDE OF SAID HIGHWAY, CORNERING; THENCE CROSSING U.S. HIGHWAY 264 ALTERNATE, N. 09°20'00" E. 1329.63 FEET
TO A STAKE; THENCE N. 48'16'20' E. 15.37 FEET TO A STAKE ON OR NEAR COWPEN (COW MIRE) BRANCH; THENCE ALONG TH}
CENTERLINE OF SAID BRANCH AS IT MEANDERS BYSTRAIGHT LINE MEASUREMENT
N. 82"54'00' E. 124.17 FEET, N. 68"12'30" E. 78.98 FEET, S. 82"32'40" E. 336.86 FEET, N. 52-34'10" E. 68-98 FEET, N, 78-21'10" E. 139.47 FEET,
N. 70'45'30" E. 180.84 FEET, N. 78'52'10- E. 83 FEET, N. 84-45'20" E. 53 FEET, N- 17°34'50" E. 100 FEET, N.49-53'30" E. 261.95 FEET, N. 54-33'10" E.
122.10 FEET, N. 24'44'3T E. 99.98 FEET, S. 64-22'30" E. 124.69 FEET, N.
75"04'20" E. 95.60 FEET, S. 33'11'10" E. 134.34 FEET, AND S. 78'28'20" E. 153.13 FEET TO A STAKE ON THE SOUTH SIDE OF SAID
BRANCH, CORNERING; THENCE ALONG THE WESTERN LINE OF PROPERTY OF DANNY ALFORD S. 04'40'50" W. 1065.5 FEET TO A
STAKE, THE NORTHEAST CORNER FOR TRACT 2; THENCE ALONG THE NORTHERN LINE OF TRACT 2, N. 88'53' W. 1289.30 FEET TO A
STAKE, THE NORTHWEST CORNER OF TRACT 2; THENCE ALONG THE WESTERN LINE OF TRACT 2, S. 06°11'40" E. 259.66 FEET TO A
STAKE, THE NORTHEAST CORNER FOR TRACT 3 IN THE WESTERN LINE OF TRACT 2; THENCE ALONG THE NORTHERN LINE OF
TRACT 3, N. 87'48'20" W. 192.73 FEET TO STAKE, CORNERING; THENCE ALONG THE WESTERN LINE OF TRACT 3, S. 32'15' W- 587.25 FEET TO
THE CENTERLINE OF U.S. HIGHWAY 264 ALTERNATE, THE POINT OF BEGINNING, CONTAINING 45.193 ACRES AND BEING TRACT 1 AS
SHOWN ON MAP ENTITLED "PROPERTY OF CHARLES WOODS FT AL` BY WALTER B- BUNN, SURVEYOR, DATED
AUGUST 21, 1986, RECORDED IN MAP BOOK 16, PAGE 149, NASH REGISTRY.
COMMITMENT NO.: 202110206CAIRCI
SCHEDULE B, PART II
EXCEPTIONS
THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUM
ENT
REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION
VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP,
FAMILIAL STATUS, OR NATIONAL ORIGIN.
THE POLICY WILL NOT INSURE AGAINST LOSS OR DAMAGE RESULTING FROM THE TERMS AND PROVISIONS OFANY LEASE OR
EASEMENT IDENTIFIED IN SCHEDULE A, AND WILL INCLUDE THE FOLLOWING EXCEPTIONS UNLESS CLEARED TO THE SATISFACTION OF
THE COMPANY:
1. TAXES FOR THE YEAR 2021, AND SUBSEQUENT YEARS, NOT YET DUE AND PAYABLE.
(NO MATTER OF SURVEY)
2. MATTERS SHOWN ON RECORDED MAP BOOK 16 AT PAGE 149.
(AS SHOWN ON SURVEY)
3. RURAL LINE PERMIT TO CAROLINA TELEPHONE AND TELEGRAPH COMPANY RECORDED IN BOOK 609 AT PAGE 52T
(EASEMENT IS BLANKET IN NATURE)
4. RIGHTS OF OTHERS THERETO ENTITLED IN AND TO THE CONTAUED UNINTERRUPTED FLOW OF COWPEN (COW MIRE) BRANCH,
LOCATED ON THE LAND.
(NO MATTER OF SURVEY)
5. AMENDED, W1612021 - MATTERS AS DISCLOSED BY THAT CERTAIN SURVEY ENTITLED "ALTAINSPS LAND TITLE SURVEY
EXCLUSIVELY FOR ASHTON WOODS HOMES", PREPARED BY BATEMAN CIVIL SURVEY COMPANY, BEARING THE SEAL
AND CERTIFICATION OF STEVEN P. CARSON, PLS, DATED 04107/21 (THE "SURVEY"), AS FOLLOWS:
A) POSSfBLE 5,791 SQUARE FOOT DEED OVERLAP;
B) SOIL PATH;
C) OVERHEAD UTILITY LINE;
D) UTILITY POLE;
E) UNDERGROUND ELECTRIC;
F) FIRE HYDRANT;
G) UTILITY VALVE;
H) UNDERGROUND SANITARY SEWER; AND
1) UTILITY MANHOLES.
(AS SHOWN ON SURVEY)
6. AMENDED, 6/16/2021 - THE DESCRIPTION SET OUT IN SCHEDULE A HEREOF AND THE SURVEY, CONTAIN NUMEROUS
VARIATIONS AND DISCREPANCIES. THIS POLICY DOES NOT INSURE AGAINST LOSS OR DAMAGE TO THE EXTENTTHAT SUCH
LOSS ARISES FROM SAID DISCREPANCIES.
(NO MATTER OF SURVEY)
7. ADDED, 6/16/2021 - TITLE TO THAT PORTION OF THE LAND WITHIN THE RIGHT-OF-WAY OF W FLINCH AVE.
(NO MATTER OF SURVEY)
8. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC RECORDS.
(NO MATTER OF SURVEY)
NO INSURED CLOSING PROTECTION COVERAGE PROVIDED - AS TO THE TRANSACTION FOR WHICH THIS
BINDER AND10R POLICY IS ISSUED, THE COMPANY SPECIFICALLY EXCLUDES THIS TRANSACTION FROM ANY CLOSING
PROTECTION SERVICES.
BOUNDARY LEGAL DESCRIPTION
BEGINNING AT AN EXISTING V IRON PIPE THE SOUTH-EASTERN BOUNDARY OF GRAHAM GEORGE WOOD (A. -RECORDED INDEED BOOK 1205, PAGE145 IN NASH COUNTY REGISTER OF DEEDS
AND HAVING A PIN OF 273400267044) AND HAVING N.C. GRID COORDINATES OF N: 746,050.05' & E 2,233,802.50' (NAD 831 NSRS 2011 / SPC). SAID POINT BEING THE POINT OF BEGINNING AND
MAKING THE FOLLOWING CALLS:
THENCE (1) SOUTH 86-W62" WEST, 1,289.29 FEET TO A 1" EXISTING IRON PIPE;
THENCE (2) SOUTH 10-31-03" EAST, 259.69 FEETTO A 1- EXISTING IRON PIPE;
THENCE (3) SOUTH 83-3110- WEST, 192.77 FEET TO A PINCHED EXISTING IRON PIPE;
THENCE (4), APPROACHING THE NORTHERN RIGHT OF WAY OF WEST FINCH AVE... SOUTH 27-57'52" WEST, 534.47 FEET TO A EXISTING ]PON PIPE;
THENCE (5), LEAVING THE NORTHERN RIGHT OF WAY OF SAID ROAD TO THE CENTERLINE, SOUTH 27-57.52" WEST, 51.63 FEET TO A COMPUTED POINT:
THENCE (b). ALONG THE CENTERLINE OF SAID ROAD, NORTH 46.1 UlT WEST, 7.39 FEET TO A COMPUTED POINT;
THENCE (7) NORTH 46"10'18" WEST, 34-44 FEETTO A COMPUTED POINT;
THENCE (8) NORTH 4V42'18" WEST, 100-00 FEETTO COMPUTED POINT;
THENCE (9) NORTH 44-05.19- WEST, 30.91 FEETTO A COMPUTED POINT;
THENCE (10), LEAVING THE CENTER LINE OF SAID ROAD AND CROSSING THE SOUTHERN RIGHT OF WAY, NORTH 88"3942" WEST, 85.22 FEET TO AN E10ST1NG 1- IRON PIPE;
THENCE (11). CROSSING THE WEST FINCH AVE., NORTH V03'48" EAST, 1,329-24 FEETTO AN EXISTING 1' IRON PIPE;
THENCE (12). APPROACHING THE CENTERLINE OF A CREEK, NORTH 44-01'10" EAST, 15 37 FEETTO A COMPUTED POINT;
THENCE (13), FOLLOWING THE CENTERLINE OF SAID CREEK. NORTH 78"3850" EAST, 124.17 FEETTO A COMPUTED POINT:
THENCE L! 4) NORTH 63-57'20" EAST, 79.98 FEETTO A COMPUTED PONT
THENCE (15) SOUTH 86-47'20" EAST, 336.86 FEET TO A COMPUTED POINT.
THENCE (16) NORTH 48°19100- EAST, 68-98 FEET TO A COMPUTED POINT:
THENCE (17) NORTH 74'0600" EAST, 139.47 FEET TO A COMPUTED POINT:
THENCE (18) NORTH 66'30'20" EAST, 18D.84 FEETTO A COMPUTED POINT:
THENCE (19) SOUTH 83.07W- EAST, 83.0D FEET TO A COMPUTED POINT:
THENCE (20) NORTH 80'3910" FAST, 53.DO FEET TO A COMPUTED POINT
THENCE (21) NORTH 13' 19'40" EAST, 100.00 FEET TO A COMPUTED POINT:
THENCE (22) NORTH 45.3F20' EAST, 261.95 FEET TO A COMPUTED POINT:
THENCE (23) NORTH 50°18'OO' EAST, 122-10 FEET TO A COMPUTED POINT
THENCE (24) NORTH 23-39'S5" EAST, 102-25 FEET TO AN EXISTING 314" IRON PIPE -
THENCE (25) SOUTH 67°34'14" EAST, 119.08 FEETTO A COMPUTED POINT:
THENCE (26) NORTH 70.49-1 W EAST, 95.60 FEET TO A COMPUTED POINT:
THENCE (27) SOUTH 37126'20' EAST, 134-34 FEET TO A COMPUTED POINT
THENCE (22) SOUTH 82°43'30" EAST, 152.55 FEET TO A COMPUTED POINT -
THENCE (29), LEAVING THE CENTERLINE OF CREEK, SOUTH O'26'06- WEST, 1.101.05 FEET TO THE POINT OF BEGINNING AND CONTAINING 45.41 ACRES. AS SHOWN ON BATEMAN CIVIL SURVEY
MAP T€TLED "ALTNNSPS LAND TITLE SURVEY' AND DATED 04107r2021 AND BEARING THE SIGNATURE AND SEAL OF STEVEN P. CARSON, PLS# L-4762 AS OF JULY 1, 2021,
LESS AND EXCEPT WEST FINCH AVE- RIGHT OF WAY FOR A TOTAL OF 0-42 ACRES.
L1
EIP 1" (CONTROL CORNER)
NAD 83 I NSRS 20111 SPC
N: 746,632.70'
E: 2,233,806.30'
CORBETT, WILLIAM KEITH JR
PIN 273400471929
BOOK 5 PAGE 29
EIP 1"I
CORBETT-ASKEW, NORMA
PIN 273400271761
BOOK 6 PAGE 29
6`3 tb
N78° 3$ 50 E. 3S9
124.17+
SOIL PATH (TYPICAL)
(SEE EXCEPTION 10)
q �r
v IN
5,791 SF DEED v
OVERLAP BETWEEN
DB 1205 PG 145 &
DB 1527 PG 530
OX& (SEE EXCEPTION 5)
48" CMP
APPROXIMATE
CREEK CENTERLINE
(SEE EXCEPTION 5)
S860 47' 20"E
336.86'
TREE LINE (TYPICAL)
(SEE EXCEPTION 5)��
A. �a�,. �
�4e
BARHAM, THOMAS W
BARHAM, DONNA W
PIN 273400252375
DB 1527 PG 530
PB 16 PG 149
LINE TABLE
LINE#
DIRECTION
LENGTH
L1
N44' 01' 10"E
15.37'
L2
N80" 30' 10"E
53.00'
L3
N70' 49' 10"E
95.60'
L4
N79' 49' 24'W
50-69'
L5
N 15' 32' 06"E
30.25'
L6
S83" 31' 10" V1(
192.77'
L7
S27° 57' 52"W
534.47'
L8
S27° 57' 52"W
51.63'
L9
N46' 10' 18'W
34.44'
L10
N44° 42' 18"W
100.00'
L11
N44° 05' 18'W
30.91'
L12
N88' 39' 42'W
85.22'
L13
S27° 54' 12"W
596.40'
L14
S87' 50' 52"W
192.73'
L15
N46° 10' 18'W
7-39'
N7,V 06, ap'E
139 41
gb
EIP 1"
tv
L14 EIP 1"
`
' EIP PINCHED L6
WI NAIL
�o
mw w
O°°�N
cP
EIP 1" -46
Q" EIP 1"
I1 584' 13' 12"W
75.00' (TIE ONLY)
1
I
l
t
I
LAMM, LINDA SUE
PIN 273400277215
DB 1770 PG 494
PB 39 PG 256
JI-2o07' 20"E
83001,
f I
I
GRAPHIC SCALE
I 100 0 50 100 200
IN FEET )
1 inch =100ft-
i I a,
cp
WOOD, GRAHAM GEORGE
PIN 273400267044
DB 1205 PG 145
PB16PG149
1,978,020 SF 145.41 AC (TOTAL)
18,326 St~ / 0.42 AC (R/W)
1,959,694 SF / 44,99 AC (NET AREA)
WOOD, CHARLES R
PIN 273400350595
DB 1204 PG 120
PB16PG149
S86° 50' 5T W
12 9
400
FINCH, KENNETH SCOTT
FINCH, TABITHA DENISE
PIN 273400373308
`\ DB 2827 PG 543 1
EIP 314"PB 39 PG 256
sso \�` ����-L4(TIE ONLY)
Eu 3q• EIP 1" CORBETT, WILLIAM KEITH JR
c� 11 74"E PIN 273400471929
A� ry�8' BOOK 6 PAGE 29
ry
SPINDLE
oQ� Fir-'-L5(TIE ONLY)
S82° 43' 30"E AXLE
�p ,1,'` 152.55, in
L6
M
EXISTING
POND
CLASS OF SURVEY: A T
POSITIONAL ACCURACY. 0.06'
TYPE OF GPS FIELD PROCEDURE: NC REF
DATES OF SURVEY: FEBRUARY 2021
DATUM/EPOCH: NAD83INSRS20111SPC
GEOID MODEL: 18
COMBINED GRID FACTOR(S): 0.999913579
UNITS: US SURVEY FEET
NOTES
1. THIS SURVEY WAS PREPARED BY GATEMAN CIVIL SURVEY COMPANY UNDER THE SUPERVISION OF STEVEN
P. CARSON, PLS.
2. ALL DISTANCE ARE HORIZONTAL GROUND DISTANCE AND ALL BEARINGS ARE BASED ON GPS
OBSERVATIONS, NAD931 NSRS 2011 1 SPC, UNLESS OTHERWISE SHOWN-
3. PROPERTY LIES IN ZONE "X" PER NATIONAL INSURANCE PROGRAM FLOOD INSURANC:I RATE MAP
#3720273400J, DATED 11/0312004.
4- SITE ZONED RA (RESIDENTIAL I AGRICULTURAL) PER NASH COUNTY GIS,
5. AREAS COMPUTED BY COORDINATE METHOD.
6. THIS MAP HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPL LANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS.
7. NO BUILDINGS OR STRUCTURES WERE OBSERVED AS A RESULT OF THIS SURVEY.
8. NO CEMETERIES OR GRAVES WERE OBSERVED AS A RESULT OF THIS SURVEY,
ALFORD, DANNY N.
ALFORD, SUSAN
PIN 273400369010
DB 1152 PG 626
PB16PG149
POINT OF BEGINNING
EIP 1"(CONTROL CORNER)
NAD 83 / NSRS 2011 I SPC
N: 746,050.05'
E: 2,233,802.50'
LEGEND
®
EXISTING BOUNDARY CORNER FOUND
BOUNDARY CORNER SET
0
COMPUTED POINT
CONCRETE MONUMENT FOUND
CLEAN OUT
f
TRANSFORMER / ELECTRIC BOX
LIGHT POLE
UTILITY POLE
WATER METER
A
FIRE HYDRANT
pQ
UTILITY VALVE
[T
TELEPHONE PEDESTAL
(0
CABLE PEDESTAL
Imm
CATCH BASIN
®
DROP INLET
UTILITY MANHOLE
WELL I WELL HOUSE
HH
UTILITY HAND HOLE
A€R CONDITIONING UNIT
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GUY WIRE
v
SIGN
PROPERTY LINE SURVEYED
------- ---
-PROPERTY LINE NOT SURVEYED
-OHE
OVERHEAD UTILITY LINE
WOODLINE
-SS
UNDERGROUND SANITARY SEWER
E
UNDERGROUND ELECTRIC
- WL -
UNDERGROUND WATERLINE
. . . .
CREEK CENTER LINE
PAVEMENT
SOIL PATH
DEED OVERLAP
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON REBAR
PKS
PIKE NAIL SET
DB
DEED BOOK
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BOOK OF MAPS
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REVISIONS
1.
2.
3.
4.
5.
DESIGNED BY: NIA
DRAWN BY: CJM
CHECKED BY: SPC
SCALE: 1" = 100'
DATE: 04/07/2021
JOB NUMBER: 210116
SHEET 1 OF 1