NCC221729_Site Plan or Location Map_20220504

-NOW OR FORMERLY-
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HOPEDALE PROPER77ES LLC
, -NOW OR FORMERLY -
DR 13927/302
WESTERN LIGH75 LLC
SMH f a
LOT 157A, MB 63/551
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! DB 310561315
RIM. •68A46 -NOW OR FORMERLY !
PID 08306821
!!! PID 08306819
!NV INWESTERN LIGHTS LLC
(OLD STEEL PIPE):581.16 j
INV IN: 679 36 DB 314921765
NV OUT.6s71s PID 0830s823 -NOW OR FORMERLY'
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�i DRAKAS INVESTMENTS LLC
DB 304021875
oelrINV.,676.2
- 1- REBAR r PID 08306817 ^ NOW OR FORMERLY
-
if, - - s2 (FOUND) NOPEDALE PROPERTIES LLC
-7CP �%.7u '49 E (FOUND) �` s �s DB 18696/73��� 9 + EXPOSED ~-�S LOT 162, MB 63/551S+� i4 - ��,- - i^^ STEEL SEWERPID 08JO6816 SNOW OR FORMERLY(D� 4/1JNE (APPEARSu "/ r "� -- J .... ,�� SHANNON C HARlNGX
$ROKE`)DB 21314129- �P!D 08306815 SNOW OR FORMERLYd- .:; ` - ~ - ��� - a _ REBAR 5�--��� rHEATHER D RUSHER
GP (FOUND) s �DB 29694 711 ;1
REBAR ~ l�e� w -� r. �"v0'r\6j9 ` �� _ (FOUND) �`' �" �5�� PID 08306814
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U1.97
—_ _ �., S7 D1 ~ 1 �` +•� INV IN: 683.27
_,gam+ "'� r y .� v�r` 4 - 1 ' — ` INV OU7 683.07
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r THIS IS TO CERTIFY TO.•
\\ \\ \\\\ \\\ lQ\ \\\\ \ \\\ \ \\\ \\\\ \\\\ \\\ \ \ ,� �\ \ FxL &B8„23 a° / �` ~ / GW CB i a
\\\ \\ \\\\ \\\ \\�\ \\\\ \ \\\\ \\ \\\ \\\\ \\\ \\ \ \ \\ \ w GRA1'L.•669.65 m AMERICAN LAND nTLE ASSOCIATION,-
\\ 42.2INV OUT685.65 NODA-MYERS, LLC; MYERS PARK PROPER71E5 INC.
/ ' BYFIORENZA POE NODA, LLC, A NORTH CAROLINA LIMITED LIABILITY COMPANY,
�� �r LOT SP 11 LLC A DELAWARE LIMITED LIABILITY COMPANY, 17S SUCCESSORS AND ASSIGJVS•
7.11 889 ; I CNICAGO TITLE INSURANCE COMPANY
43t.*
\ \\\\ ;\\\ `
\\� \\\\ �\\\ \\ \ \ \\\\\\\ _E 2a71, AJm DAWDSON / r
\ \ \\ \ \ \ ( THE PER 1 ATAX RECORDS)
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NODA—MYERS LLC
DB 331031856
PID 08306809
1.305 AC.
rIL
O��Jo\
1_508 AC.
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TOTAL, NET GAP 1.520 AC" (TOTAL, INCLUDING AP)
\\ `!NV IN(NW): 7?8.12 \ \\ \ \ \ \ \\ \ } CONCRETe \ \
MONUMENT \ \ \ colt GgAO k /
LINE TABLE
LINE
BEARING
LENGTH
L 1
N26 *51 '42 "E
15.29
L2
N26'16'45 "E
14.90
L3
N267542T
11.68
L4
S19 43'18"W
5.32
\ INV OUT:710.12 \ \\ \ \\ \ \ \\ � \\\ \\\\ \\ � \ (FOUND) \ \ CON D � y ��
PA REBAR � 'Jj
N.
(FOUND) WM
r REBAR
9 (FOUND)
TE
PAD
" 7 5'j0 4 74q 60 a
L5 N76 04 54 W 33.5fi • \ \ \♦ \ \\\\ \\\ \\\ \\\ \ \ \\ \\ \ \� � \ � \ \ PAD - --
\ APPARENT GAP
\\ \ \\ \ \\ \ \ \\\ \ \ \ \ (540 SQ. FT.
\ \ \ \\ \\ \ \ \ \ \ \ \ D
CURVE TABLE
CURVE
RADIUS
LENGTH
BEARING
CHORD
Cl
605.81
135 30
S35.1729"W
135 02
C2
10
(CONVEYED BY
DEED
RECORDED IN ' 1`b0
PG / 111 71. Q6 144.52 S23'S6'04 "W 144.41 / 1
MECKLENBURG u
COUNTY PUBLIC f l
#2701 N. DA WDSON 1
\ \\ \\ \\ \\\ \ \\\ \\\ \\ \\ \ \\ CONCREI'L \ \\ \ x - -
\\ � -NOW OR FORMERLY / l\
MYER5 PARK PROPERTIES INC 'p
DB J01081436
PID 08306812 1
0.203 AC.
COMPOSITE' SURVEYED LEGAL DESCRIP770N:
BEGINNING AT AN EXIS77NG PIPE ON THE WESTERLY MARGIN OF THE RIGHT —OF— WAY OF N
DAVIDSON ST; THENCE WITH A BEARING OF N 76174'54" W AND A DISTANCE OF 3,156' TO \ \\
NO TES. AN EXISTING MATHESON AIT CONCRETE
THENCE FOLLOWING THE ARGIN�OF SAID RIGHRLY MARGIN �O� WAYTHREE(3)Y \ \ \\ "\ \\ \\\\ \\ //\\ `B\ \\\\ \\\ / / 1 �` '+ 1 \ {
L IRON PINS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. CALLS: (1) WITH A BEARING OF N 3077'O1" W AND A DISTANCE OF 245.36' (PASSING AN \ \ \ \\ \ \\\ �\ \\ \\`\ \\ � \\ \� \\ \ I ' -
EX1S77NG REBAR AT 24.19) 7O AN EXIS77NG CONCRETE MONUMENT (2) WITH A BEARING \ \\ \ \\ �� \ \\ \\\ \ �\ \ \\ \ \ /
.PROPERTY
ZONING MA ARE SUBJECT TO lNTERPRETA170N 8Y OF N 227351" W AND A DISTANCE OF 140.31' TO AN EXI577NG CONCRETE MONUMENT• (3)
(SETBACKSWITH A BEARING OF N 145235" E AND A DISTANCE OF 64.96' (PASSING AN EXIS77NG
LOCAL MUNICIPAL177ES) REBAR AT 44.95) TO A POINT ON THE COMMON LINE OF THE PROPERTY OF HOPEDALE \ \ \\ \\ \\ \ \\`\ \ \ _ J / �f '-
PROPER77ES LLC (NOW OR FORMERLY) RECORDED IN DEED BOOK 13927 PAGE 302\\\ \\ \ \\ \ - -86 i J x _-- - X
J. TAX PARCEL NUMBER 08306809 & 08306612. \\ 69a5
THENCE FOLLOWING THE COMMON LINE THEREOF WITH A BEARING Of S 77;33'49" E AND A � \ \\ � \ \ \\\ \\ \\\ \ \\\ \\•` X J�
4. DEED REFERENCE DB 33103 PG 856 & DB 30108 PG 436. DISTANCE OF 42.72' TO AN EXISTING REBAR, THE COMMON CORNER OF THE PROPERTY OF \ \\\ \ \\ \\\ \\ \\\ \ \\\ \\\ j
WESTERN LIGHTS LLC (NOW OR FORMERLY) RECORDED 1N DEED BOOK 31056, PAGE 315,'
5. BOUNDARY SURVEY ONLY THROUGH POINTS AS SHOWN. THENCE FOLLOWING THE COMMON LINE THEREOF WITH A BEARING OF S 534031" E AND A
DISTANCE OF 57.52' TO A POINT, BEING THE COMMON CORNER OF THE PROPERTY OF CB \ \\ \ \\ \\\ \\ \\\ \ \\\ \\\ 1
6. THIS PROPERTY IS LOCATED W17HIN AN AREA HAVING A ZONE WESTERN LIGHTS LLC (NOW OR FORMERLY) RECORDED IN DEED BOOK 31492, PAGE 165• GRAIE•720.51 \ \\ \ \\ \\\ \\ \\\ \ \\\ \\\
DESIGNA77ON X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), THENCE FOLLOWING THE COMMON LINE THEREOF WITH A BEARING OF S 567227' E AND A INV IN(NW):716.66
ON FLOOD INSURANCE RA7E MAP (FIRM) NO. 3710455400K, WITH A DATE DISTANCE OF 57.13' TO A POINT, BEING THE COMMON CORNER OF THE PROPERTY OF INV IN(SE): 715. 01 \\\ \ \\ \\\ \\ \\\ \ \\\ \\ 1
DRAKAS INVESTMENTS LLC NOW OR FORMERLY RECORDED 1N DEED BOOK J0402, PAGE INV OUT:715.01 \ \\ \ \\ \\
OF IDEN7TF1CA770N OF 02/19/2014. ( ) \ \ \ \
875,• THENCE FOLLOWNG THE COMMON LINE THEREOF NTH A BEARING OF S 6932'19' E \ \\\ \ \\ \\\ \\ \\\ \ \\\ \\ III 1
7. THIS PROPERTY MAY BE SUBJECT TO ADD177ONAL RECORDED OR AND A DISTANCE OF 5B05' TO A POINT, BEING THE COMMON LINE OF THE PROPERTY OF
UNRECORDED EASEMENTS, RIGHTS -OF -WAY OR RESTRICTIVE COVENANTS; HOPEDALE PROPER77ES LLC (NOW OR FORMERLY) RECORDED IN DEED BOOK 18696, PAGE \ \ \\\ \ \\ \\\ \\ \\\ \ \\\ IN
OTHER THAN SHOWN. 73,- THENCE FOLLOWNG THE COMMON LINE THEREOF WITH A BEARING OF S 5973'18" E \ \ \\ \ \\ \\\\ \\ \\\ \ \\\ \\
AND A DISTANCE OF 56.11' TO A POINT, BEING THE COMMON CORNER OF THE PROPERTY.-
H. AREA COMPUTED 8Y COORDINATED METHOD. OF SHANNON C HARINGX (NOW OR FORMERLY) RECORDER IN DEED BOOK 21314, PAGE 29; �� \ ' \\ \\ \ \\\ \` \\ \\ \ \\\ 6985
THENCE FOLLOWING THE COMMON LINE THEREOF WITH A BEARING OF S 65765'7" E AND A
9. NO NCG5 MONUMENT FOUND WITHIN 2000: DISTANCE OF 57.81' TO A POINT BEING THE COMMON CORNER OF THE PROPERTY OF SEA
C & HEATHER D BUSHER (NOW OR FORMERLY) RECORDED IN DEED BOOK 29694, PAGE M \ \\ \ \\ \� \\ \ \\ \\ REBAR
10. UI]LIIY LOCATIONS SHOWN ARE LOCATED BASED ON SITE CONDITIONS 711, THENCE FOLLOWING THE COMMON LINE THEREOF WITH A BEARING OF S 67Y19'33" E \ \ \\ `\ \\ \ \\\\ \ \\\ \\ (FOUN01 z PIPE
AND MARKINGS AT THE 77ME OF SURVEY. CONTRACTORS ARE TO HAVE ALL AND A DISTANCE OF 44.2r' TO A POINT ON THE WSlERLY MARGIN OF THE \ \ \ �� \ \ \\` \ \\\ \ \\� '.<.-
U77LI77ES ACCURATELY MARKED PRIOR TO CONSTRUCTION. \\ (FOUND)
RIGHT-OF-WAY OF N DAVIDSON ST THENCE FOLLOWING THE MARGIN OF SAID\\\ \\
11. ANY CONSTRUCTON OR USE WITHIN ANY DELINEA17q FLOOD AREA 15 RIGHT-OF-WAY THREE (3) CALLS.• (1) WITH A CURVE TO THE LEFT HAVNG A RADIUS OF
605.81' AND AN ARC LENGTH OF 135.3R; AND BEING CHORDED BY A BEARING OF S 13 �s \ \\ \\ \ \\` \ \\ \ _
SUBJECT TO THE RESTRIC77ONS IMPOSED BY ANY APPLICABLE ORDINANCES ' \ \\ \ \ \\ \ \ \
OR REGULATIONS 3577*29" W AND A DISTANCE' OF 135.02' TO A POINT,• (2) WITH A CURVE' TO THE LEFT 'ACID \\ \ \\\ \\� \\\\`\\ \\\ �\ C�CREIE s PIPE
HAVING A RADIUS OF 1071.06' AND AN ARC LENGTH OF 144.52, AND BEING CHORDED BY \\\ \ \\ \\\\ \\\ \\\\ .\\M NUND)T � (FOUND)
12. AT THE 77ME OF SURVEY, NO EVIDENCE OF RECENT EAR774 MOVING A BEARING OF S 2356'04 W AND A DISTANCE OF 144.41' TO AN EXISTING PIPE; (3) WITH \ \\\ \ \ \\\ \\ \\ \ \ .
WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED 1N THE A BEARING OF S 19 43 18 W AND A DISTANCE OF 5.32' 70 AN EXISTING PIPE BEING THE e
PROCESS OF CONDUC77NG 1TiE FIELDWORK. POINT OF SURVEY BYEGINNING, HAWNG AN CAROLINA SURVEYORS. INC. REA OF 1.520 ACRES MORE OR LESS A5 SHOWN ON A \ _
13. AT THE 77ME OF SURVEY; NO PROPOSED CHANGES IN STREET RIGHT OF
WAY LINES, EVIDENCE OF STREET OR SIDEWALK CONSTRUCTION OR REPAIRS
OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. CHICAGO 777LE INSURANCE COMPANYam
COMMITMENT NO.: 19-21231CH \ \ \\ \ \\ \ \ \ \
14. THIS PROPERTY HAS ACCESS TO THE PUBLIC RIGHT OF WAY OF N
DAVIDSON STREET AS SHOWN. COMMITMENT DATE• DULY 19. 2019 at 08:00 AM \\\`\
SCHEDULE B, PART II - EXCEP770NS \ \ \\\ \ \\ \\\� \\\ \\\\ \ \ FH l{{
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THE FOLLOWING WAS USED TO ESTABLISH N.C.SP.C. INFORMATION:
(1) CLASS OF SURVEY: A -URBAN LAND SURVEY 4• ANY RIGHT, EASEMENT, SETBACK, INTEREST, CLAIM,
(1) CLASS
ACCURACY. 0.2' ENCROACHMENT ENCUMBRANCE, WOLA77M VARIA7701VS OR GRAPHIC SCALE ` \ �� �\\`�\\`` { GV
07HER ADVERSE CIRCUMSTANCE AFFEC77NG THE 777LE �\
(3) TYPE OF GPS FIELD PROCEDURE; STATIC, ONLINE POS77ION USER SERVICE DISCLOSED BY FLA7(S) RECORDED IN MAP BOOK 6, PAGE 20 o 10 20 40 60 \ ti
(4) DA 72:5' OF SURVEY• 7/29/19 895
(5) DA7IJM/EPOCH.' NAD 83 (2011), EPOCH 2O10 \ .
(6) PUBLISHED/f'IXED-CONTROL USE: COTS S17ES DG5755, DG7402, DM6192 5. ANY RIGHT, EASEMENT SETBACK, INTEREST, CLAIM, CB \\ .
(7) GOOD MODEL- GEOID 126; NA VD 88 ENCROACHMENT, ENCUMBRANCE, WOLA710N, VARIA77ONS OR r.W GRATE:720.51
(8) cOMBNEo GRID FAC70R(s): a99984446 OTHER ADVERSE CIRCUMSTANCE AFFEC77NG THE 777LE { IN FEET } CINV.4715.94 �pGACp
(9) UNITS: US SURVEY FEET DISCLOSED BY PLAT(S) RECORDED IN MAO BOOK 59, PAGE 1 inch = 20 ft.
784. (AS TO T77ACT 1)
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69
1
SSMH
RIM: 697.77
INV IN.- 691.77
INV OUL•691.67
(HOLDING WATER)
n
698
LE
f GAS
THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH 1T IS BASED WERE MADE IN
Tl
ACCORDANCE NTH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS
LAND TTTLE SURVEY-, JONTLY EST48LISHED AND ADOPTED BY ALTA AND NSPS AND
INCLUDES 17WS 1,2,34,6(a),7(a)( ),�9,1J,J3,1S,&17 OF TABLE A THEREOF. THE FIELD
T l , WORK WAS gUMPLETED ON AUGU 2, 2019,
I THOMAS E. WHITE DA7E
LEGEND:
512dBOL LEGEND
SET MONUMENT (TYPE INDICATED)
E1P = EXISTING IRON PIN
OIP = OLD IRON PIPE
EXISTING MONUMENT (TYPE INDICATED)
SIP = SET IRON PIN
CP C�
R/W = RIGHT OF WAY
G�
CALCULATED POINT
AC = AIR CONDITIONING UNIT
GV
GAS VALVE
PWR = POWER PAD
PM = POWER METER
wV
WA TER VAL VE
PP = POWER POLE
LP = LIGHT POLE
MB g
MAIL BOX
GM = GAS METER
*y o
WATER METER
TFLE = TELEPHONE PEDESTAL
CATV = CABLE TELEVISION
WELL
WM = WATER METER
FH
FIRE HYDRANT
FES = FLARED END SEC77ON
RCP = REINFORCED CONCRETE PIPE
SSMH OS
SANITARY SEWER MANHOLE
CMP = CORRUGATE METAL PIPE
SDMH [}
0
CPP = CORRUGATED PLAS77C PIPE
STORM DRAIN MANHOLE
PVC = POLYVINYL CHLORIDE PIPE
a"
LOCATED DECIDUOUS TREE
DU = DES77NA77pN UNKNOWN
SDE = STORM DRAINAGE EASEMENT
LOCATED EVERGREEN TREE
SDMH = STORM DRAIN MANHOLE
CB = CATCH BASIN
LP
LIGHT POLE
W = YARD INLET
PP
POWER POLE
DI = DROP INLET
SSE T SANITARY SEWER EASEMENT
BFP ea
BACK FLOW PREVENTOR
SSMH = SANITARY SEWER MANHOLE
CO = SEWER CLEAN OUT
G y y
GUY WIRE
BC = BACK OF CURB
CB
CATCH BASIN
D! ❑
DROP INLET
Yl ❑
YARD INLET
C� y ARL ES A V
>v wv PUBLIC RIGHT OF WAY
X I<
❑L'
LIfyjF_TYPE L£r,END
BOUNDARY LINE
- - - 77E LINE
RIGHT OF WAY
ADJOINING LINE (NOT SURVEYED)
x----X—x—x FENCE
-- ---- -- --- STORM DRAIN PIPE
DE OVERHEAD ELECTRIC
s s SANITARY SEWER PIPE
uE U- UNDERGROUND ELECTRIC
GA.r rAr UNDERGROUND GAS
r r UNDERGROUND TELECOMMUNICA77ONS
v v UNDERGROUND WATER
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