NCC222382_Site Plan or Location Map_20220714

VICINITY MAP: (NOT TO SCALE)
LEGEND:
NORTH CAROLINA CERTIFICATION:
N
SGC
LOCUS
GENERAL NOTES:
�FgTyFRs
ct' l
11040
0
O
1) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS PERFORMED
BY SGC SURVEYING NORTH CAROLINA, PLLC PURSUANT TO A
PROFESSIONAL SERVICES CONTRACT BETWEEN NEST HOMES AND
SGC SURVEYING NORTH CAROLINA, PLLC.
2) REFERENCE DEEDS FOR THE LOCUS PARCELS ARE DB 923, PG 440,
DB 1122, PG 1376 AND DB 1813, PG, 281. AS RECORDED AT THE
IREDELL COUNTY REGISTRY OF DEEDS.
3) THE BEARINGS SHOWN HEREON ARE REFERENCED TO
NAD83 NC STATE PLANE 3200, REALIZATION MYCS2,
2017. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
FEET.
4) NC GRID COORDINATES AS SHOWN HEREON ARE BASED
UPON GPS OBSERVATION UTILIZING OPUS NETWORK RTK
SYSTEM AND ARE REFERENCED TO THE NAD 83
(MYCS2-2017) DATUM. COMBINED GRID FACTOR
0.9998613901. IF SHOWN, VERTICAL POSITIONS ARE
REFERENCED TO NAVD 88 (GEOID 18).
5) NO SUBSURFACE INVESTIGATION HAS BEEN PERFORMED BY SGC
SURVEYING NORTH CAROLINA, PLLC. NC 811 SHOULD BE
CONTACTED PRIOR TO COMMENCING ANY EXCAVATION.
(336-855-5760).
6) THIS PLAN IS THE RESULT OF A FIELD SURVEY CONDUCTED BY
SGC SURVEYING NORTH CAROLINA, PLLC ON 05-06-2021.
7) NO PUBLISHED NCGS CONTROL FOUND WITHIN 2000' OF SITE.
8) FLOOD ZONE CLASSIFICATION IS FLOOD ZONE X AS DEPICTED BY
FEMA FLOOD MAPS 3710466900JK, DATED MARCH 18, 2008, AND
3710476000K, DATED JUNE 16, 2009.
9) IREDELL COUNTY ZONING DISTRICTS PER GIS:
4669271901.000 - RA
4669295831.000 - RA
4669395836.000 - RA
4669490677.000 - NB
10) APPROXIMATE LOCATION OF NEW 8" WATER LINE ALONG
WEATHERS CREEK ROAD PER IREDELL COUNTY WATER OSWALT
AMITY AREA WATER SYSTEM EXPANSION PROJECT.
11) PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS OF
WAYS, AND RESTRICTIVE COVENANTS OF RECORD.
12) NO TITLE SEARCH WAS PROVIDED FOR THIS SURVEY
LINE TABLE
LINE #
LENGTH
BEARING
L1
172.17'
S17'09'00"W
L2
174.93'
S17'09'00"W
L3
349.15'
S17'09'00"W
L4
386.86'
N89'26'34"W
L6
193.59'
S50'52'57"E
L7
554.40'
N28'25'00"E
L8
33.40'
N28'25'00"E
L9
39.79
N79'46'11E
L10
466LI0'
S51'43'35"E
L11
547.05'
S34'22'04"E
L12
213.14'
S50'48'51 "W
L13
287.93'
N68'03'43"W
L14
126.67
S79'37'09"W
LINE TABLE
LINE #
LENGTH
BEARING
L15
201.06'
SO1'41'47"W
L16
91.75'
S01'41'47"W
L17
146.32'
S01'41'47"W
L18
277.39'
SO1'41'47"W
L19
142.98'
S72'46'42"E
L20
113.06
S18'4939W
L21
138.60'
S23'20'26"W
L22
85.35'
NO3'20'20"E
L23
33.46'
N89'25'40"W
L24
20.93'
N68'03'43"W
L25
268.66'
S54'33'51 "E
L26
149.89'
S54'33'51 "E
ADJACENT LOT LINE
ADJACENT R.O.W. LINE
BUILDING
LOCUS BOUNDARY LINE
LOCUS BOUNDARY TIE
INTERIOR BOUNDARY LINES FROM RECORD
CREEK CENTERLINE
BARBED WIRE FENCE
EDGE OF CONCRETE
EDGE OF PAVEMENT
EDGE OF SOIL DRIVE
OVERHEAD WIRE
CENTERLINE OF ROAD
UNDERGROUND WATER LINE
TREE LINE
CIi11II[iZ�5i:1 liTi
REBAR
PIPE
AXLE
CONCRETE BOUND
STONE MONUMENT
5/8" REBAR TO BE SET
COMPUTED POINT
TREE
UTILITY POLE
R/W
C/L
LAND HOOK
-x--x--x
OHW
.r v v v v v v v v v v v v v v v
•
O
O°
ER
El
•
v
RIGHT OF WAY
CENTERLINE OF ROADWAY
Z
"I, DANIEL J. FOGLEMAN, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS RECORDED IN
BOOK 923, PAGE 440, BOOK 1122, PAGE 1376, AND BOOK 1813, PAGE 281); THAT THE
BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION FOUND IN MAP
BOOK 42, PAGE 136, MAP BOOK 25, PAGE 243; THAT THE RATIO OF PRECISION AS
CALCULATED IS 1:7500; THAT THE GLOBAL POSITIONING SYSTEM (GPS) SURVEY AND THE
FOLLOWING INFORMATION WAS USED TO PERFORM THE GPS SURVEY:; THAT THIS SURVEY
WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC SURVEY TO THE
ACCURACY OF CLASS B AND VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS B
STANDARD, AND THAT THE ORIGINAL DATA WAS OBTAINED ON 05-06-2021; THAT THE
SURVEY WAS COMPLETED ON 05-27-2021; THAT CONTOURS SHOWN AS [BROKEN LINES]
MAY NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED ON NORTH
CAROLINA STATE PLANE 'NAD 83' AND REALIZATION 'NSRS 2011' AND ALL ELEVATIONS ARE
BASED ON NAVD 88." THAT THE SURVEY WAS COMPLETED ON 05-27-2021; AND THAT THIS
MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA (21 NCAC 56. 1600)." THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-30 AS AMENDED. THAT THIS PLAT MEETS THE REQUIREMENTS FOR G.S 47-30
F-11-C.
THIS 1ST DAY OF JUNE, 2021. ,�'���H�CA&0'1�t
DANIEL J. FOGLEMAN, PLS
LICENSE NUMBER: L-5414
\ N/F
PRANCES S WHITE ETAL
BOOK 1246 PAGE 559
\ \ PB 3 PAGE 142
PARCEL ID: 4669086868.000
\ FEMA FIRM LINE PER
MAP NUMBER 3710476000K
\ PANEL 4760
MAP NUMBER 3710466900J
Pp�V-SSION;-. j"'���
SEAL
- L-5414
Np SU RV � •� ``��
lilt I
WEA THERS CREEK
CLASS OF SURVEY: B
POSITIONAL ACCURACY: 0.12 ±90 PPM.
TYPE OF GPS FIELD PROCEDURE: RTK.
DATES OF SURVEY: 05-06-21
DATUM/EPOCH: NAD 83 (NSRS 2011)
PUBLISHED/FIXED-CONTROL USE: OPUS
GEOID MODEL: GEOID 18
UNITS: US SURVEY FEET
COMBINED GRID FACTOR: 0.9998613901
STATE OF NORTH CAROLINA
COUNTY OF IREDELL
Review Officer of Iredell
County, certify that the map or plat to which this certification
is affixed meets all statutory requirements for recording.
Review Officer Date
\ � c'
\ o o�
\
\
1/2" REBAR FOUND
PLUMB AND FIRM
r
:o
��•
\
\ oo
FLUSH
(TIE ONLY)
STONE MONUMENT N/F
FOUND HAROLD D & DOROTHY P
GILLEY
r
h
BOOK 2137 PAGE 2079
775
N ad
PARCEL 1D.• 4760006649.000
WOODS
J �
\ -775
RLu I Q
=0 r O
1/2" REBAR FOUND
ON LINE
775 770
ram)
PLUMB AND FIRM
FLUSH
Inv
f / 775 .
l ,ems_
AREA INSIDE OF R/W = 2.833 ACRES ±
AREA OUTSIDE OF R/W = 145.067 ACRES ±
TOTAL AREA = 147.900 ACRES ±
•• N/F
DALE W BRA KEY
FLOOD ZONE AE BOOK 564 PAGE 546
PARCEL ID: 4760200124.000
PANEL 4669
1/2" REBAR FOUND ; N3105'42"E 665.661-
/
PLUMB AND FIRM CULTIVATED FIELD
FLOOD ZONE AE FLUSH SL 1 r. Ls
AGRICULTURE FIELD 775 L7 � 0
J DOUBLE _ •
1" AXLE FOUND DD"E 396.00 ®_ �� T = 1RUNK MAPLE'
23' SOUTHEAST OF LINE o _ �S -�\ -� s �i N24'25 ` i
® �' 1 }} 7 �_11 /` -` �� _ FLOOD ZO:N�77
N� LEANING AND LOOSE / l' / Gil LA YTON P & JANET s" ABOVE GRADE ?Rs �� r/ f\ ` % /�-805
�� / _� l \ FLOOD ZONE X \ �, DISTURBED SMOOTH El
IRON
HOLSINGER 790- \� _ \ -780- ~ J / 1�� J FOUND IN STONE PILE' J r1 N
BOOK 933 PAGE 1777 �� Imo- ((i APPROXIMATE
PARCEL ID: 4669072302.000 ��795 _ l � � _�78� f 1 \ /�/ / // �/ � �_ � -�` )
'\ \ \ `���� �_-�� \ �" /%/ \ ✓ f 815. 0 i �� �_ i`-8f0 LOCAAON
�\ 80°- `�\\\f % / \\ ����� 8 \ �/ �% 82/� WOODS = - was \ ( WATER UNE
WOODS _1/�//���\_�� .-�,>� I �� (SEE NOTEfO)
AP
S�°/,
au
FLOOD ZONE X
ti Q5-
FLOOD ZONE X = 7j/
3/4" PIPE FOUND
PLUMB AND FIRM
1' 3" ABOVE GRADEC, \�
%
// - 'k,",
\� '� \�\ �J `\ �_ 5/8" REBAR FOUND
\1I WI PLUMB AND FIRM
CONCRETE MONUMENT FOUND
\� PLBARBED WRE FENCE UMB AND FIRM
ALONG PROPERTY UNE FLUSH
5/8" REBAR FOUND
PLUMB AND FIRM
FLUSH
N/F
C WAYNE ORBISON +
SONS INC
BOOK 1049 PAGE 613
PB 25 PAGE 243
PARCEL ID: 4669270089.000
N/F
ANNA & STEVEN
(A) NEWMAN
BOOK PAGE
CURVE TABLE
P8 4281PAG 3664
PARCEL ID: 4669289298.000
CURVE #
LENGTH
RADIUS
DELTA
CHORD BEARING
CH. LENGTH
NIF
NEW PATH CORP
(B) BOOK 2487 PAGE 442
PB 42 PAGE 136
C1
30.04'
584.79'
002'56'35"
S58'35'01 "E
30.04'
C2
260.87'
1,048.38'
014'15'25"
S70'13'00"E
260.20'
PARCEL ID: 4669380457.000
C3
203.43'
422.83'
027'33'58"
S87'37'1I "E
201.47'
N/F
C4
191.74'
452.99'
024'15'09"
N86'38'42"E
190.32'
STACEY DEXTER
(C) BOOK 2787 PAGE 550
C5
304.65'
684.42'
025'30'14"
S63'09'49"E
302.14'
PB 42 PAGE 136
PARCEL ID: 4669380610.000
N/F
DANIEL A & KIMBERL Y G
D MARKLEY
()
C6
238.71'
787.93'
017'21'31
S43'02'49"E
237.80'
C7
124.71'
837.10'
008'32'08"
S45'49'19"W
124.59'
C8
350.90'
4,214.74'
004'46'12"
S21'12'45"W
350.79'
BOOK 2351 PAGE 1351
PB 42 PAGE 136
PARCEL ID: 4669381707.000
L3
_18" CMP
810INV=8181'
(Jh�II( I ffI ��J���� �i�� f�� l %1 ,�/ �� � 1//� �� � n� P� L 16" CMP •
'\ �r\� \\\���/- 816.7'
%
/ jr,J%��
0�
( AGRICULTURE FIELD \ J I1)/ i1 �'�� // l C
\� \\ OWNER OF RECORD �/� /� ��� ��1 �� '�'�� U 0�0�� .�`�) L/ / I� •
L & MAR 0 /�
FRANK �r/ � f // / I / / Q • _ -= 810
rj� CANTRELL
(� BOOK 1122 PAGE 1376 �l /��J 1 �/ /8�5 //� // 1 I I F • ��//ram\\_. �o� ��
PARCEL ID: 4669295831.000 18" CMP
r/ 1 C \ � \ \ \ � �\ t•' 1 I � ) � I'n � /�//� I / � '� � 18" CMP tin' lNV-839.2'
1 < < BDU /i,- \ I I (�JI I(I )� / �� -\�� \ J> r� INV=837.3' �
8?WOODS OWNER OF RECORD \\ 1 �\ ll I (� / \ \ ` 1� ��� �/-�
\ \I�\I <11 J \` B25
g10,j STEPHEN D
FERGUSON�:
BOOK 923 PAGE 440 1 I N� ha (/�✓ �e 1�1 (/ )/ (( � � � Q W �f I I / , /$ r //� ��� f�wk 8f0 /
� L �o // l��� � � _ = 1� �a
\�. ��i� I �> 1 PARCEL ID.- 4669271901.000 \ 1 y / ! W o 1
1� / �� t�� >�% �l W �, / e // FLOOD ZONE X 1,
��. �.� \�� <` 1 I� I� \\N\\�\� �� �1 l �J' �1 �-8,5 lI �( ��Q %�i1)�1i!SF°�� :/�����
CONCRETE MONUMENT FOUND \ \ ll63 2 \ \ �- // ` �� Oa /� \ /
) 1 11�\\ (� l�
II) PLUMB
FL FLUSH
� \\ \� \I l I I) 1 8°5 ( //�III(�&62.0 pPl� 055�R� i�% % \\.� �` ✓� /i
I� �1 '% 1-�
Q = �I 8�P �l I r
W
(f �� \,► C w
1,411
PIPE FOUND
-)/'\ \ \ \ 1 / / PLUMB AND FIRM
I��I \\(�t/ / I % ////�-�� / / ' ABOVE
ABO
1k, r (
�I III �I OWNER OF RECORD
\ (�� //�//� PLUMB AND FlRM . ` \\ / �� �\ \���y✓ �I
l / J��/ r� FRANKLIN D & GLENN C
�1/2 REBAR FOUND ELEV. 857.40 /� 8y5 / \\ //
FIRM AND LEANING /i-// SHINN
BOOK 1813 PAGE 281 \�' \ o �Di • O
880 �s l \ // ,�' 4 �/ TRACT 3
RM ANDA�EANING�.�5
870 ; / �/ / / 1 \\ \\ \\ \ \.\ Imo% FLUSH �` o ` �s PARCEL lDi� 69395836.000
/ r / / �/ I 11 \ STONE MONUMENT ® 1 YARD
I II ' FOUND ��"° % / =79.00 U
\ \ f J ��!q►` + 1 " AXLE FOUND J J / /
NC CTOORDINATESGRID �� ��/.`j: PLUMB AND FIRM l \ /�^ �� J
n 6" ABOVE g7ADE
m N.• 69846515' ����
E.• 1462931.80' /
���2\ w
(G) %8j/5� /�� �'/1� •
PLUMNDFOUND 1 /( J �-- / r✓ l
� \\�� \ ?c�� / ��� (B) WOODS
\ \ 1 2" BELOW GRADE /
1/2" REBAR FOUND,\ r I \ - - _ \ 1" ROD FOUND
\$ \ 9 rJ, // \ N / / PLUMB AND FIRM • jj PLUMB AND FIRM
o rno o /i is / / / O FLUSH -�
$ N Z 2 BELOW GRADE - Bj �� �� 870 /- /�
\ o \ N� ' �N %/ / / '- i I Z G - - C� • -- ��° �' \ �\ /� i =� OWNER OF RECORD
_� -- %�
\ \\ \ oN r /� i / % a (I (A) L24 \� J _� _ FRANKLIN D &GLENN C
\ 1 2 REBAR FOUND I I �--- _
\� LUMBAND L SH FIRM SHINN
\ / / •/ \ SSO < �// /� /-�° _�_� BOOK 1813 PAGE 281
�j / OS?j. r / �- i �- / �' TRACT 4
\ \ 18" CMP i 8ii / • L24 � 97p \ I �� � PARCEL 1D. 4669490677.000
f
\ \ lNV=873.4' / SHINNVIL zZ ROAD 6O �� l (�<
� 18" CMP
\ • Ca � � \\ \ � \ �� 18' CMP
\ \\ CIL • INV=845.7'
\ 60 ' PUBLIC R •
\ \ RIW 18" CMP /AI' AS SHOAI'N
L23 INV=870.2' PAR PB ,25 � 243 1 PLUMB AND FIRM
2" REBAR D
\ \ FLUSH ? \ \ C/
APPROXIMA>E
LOCATION
R/�y WATER LINE
(SEE NOTE 10)
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GRAPHIC SCALE: (IN FEET) 1"=200'
200 100 0 200 400