NCC231490_Site Plan or Location Map_20230516

-0
0
O p.,
m N
Fs,'
t"_EN 0,
d T
C °'
O
0
U
13
O�
U)
C
i .
NOTE A 10'Public Utility Easement Building Setbacks: Front 40 feet CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
red a ross the front Side 25 feet
Cl 205.00' 6.46' 6.46' S 69'36'26" E 01'48'15"
of every lot.c Rear 25 feet 1
C2 255.00' 21.74' 21.73' S 71'OS'49" E 04'S3'02" �", IlD�
\ C3 255.00' 74.86' 74.60' S 81'59'58" E 16'49'16" �"
;19; ��$j \\ C4 265.00' 0.95' 0.95' S 89'41'35" W 00'12'22" a
�_; \ C5 265.00' 76.85' 76.58' N 81'53'47" W i 6'36'S4"
PENNINGTON AT \
\---
PENNINGTON AT JORDAN LAKE \ - tpo"`
JORDAN -'-- JORDAN LAKE / Public Drainage Easement
Ps. 2016-16 \ (45) 9 �m u o
LAKE P.S. 2016-16 �/ \ j/ tp/;' LINE BEARING DISTANCE _6 Hm
COI - -- - -- `- •
SPBS� ''1 d \\�// �pQ i '�h ✓ORDIANTLAKET 3 - 4 S 68'42'18" E 41.41' a a o
SITE _ t0% /t N° .a-" at pj jyQ 4 - 13 S 61'12'55" W 35.61' a c,a II ,LL„
R/W---- � ;' �'�ptipcK / \ px.pwO /. P.S. 2016-17 13 - XX N 26'16'46"W 11.76' o va s,
VICINITY MAP �r` `/0 5 ,-',./ \ ,�5, /'° XX - 14 N 26'16'46" W 20.37' 7,_ " F o'
::.......-:. _ _ \ h° / Public 14 - 3 N 63'43'14" E 7.64' o aai II
10'Public /\ �� Utility E Easement
= O r°
Utility Easement \,_ '�' \ -- i LL= O
LINE BEARING DISTANCE _� ----�_ IP c IPS - -- � ---- i--- - - -- R/W 0 0 o C2
6 - 7 S 05'02'09" W 10.04' R/W- ---------- 2 is Oroi ge C o
Pub/ ^ am U 9 12 WX
! CMP Easements
8 - 5 N 16'24'40" E 10.00' �;/, 3
6 - 9 N 89'35'24" E 58.46' DSO to ---_,,ym 4hj, I45 E. ANTEBELLUM DR. 50' Public R/W
9 - 10 S 00'25'31" E 10.00' etb kai ro :0 4 f , c2OMP
10 - i l S 89'3524" W 58.46' s aaN a h 1^ XX.// /,.gye- _ 5 IPS CMP IPS
9 - 12 N 89'3524" E 84.52' ' 1//;13 CMp / ,a 1 z -R� CERTIFICATION OF PLAT BEING EXEMPT
2 - 3 S 68'42'18" E 33.59' �.�..B o„c r.-.flXl. �'/% q CMP GMP FROM THE SUBDMSION REGULATIONS
3 - 4 S 68'42'18" E 41.41' _n 1ps,, !i_ Tk „(/ 1 l0 20'Public
Draina`' _.=..�/ I p0µ' mow,ho C4 Easement I hereby certify the property shown and described
cn 70'Public Nhereon is exemptfrom the Subdivision Regulations yes//'05 Drainage \ ( to ) of Chatham Coty by definition. 9u
7,yQ Easement i;
shaded
CO
Private Drainage Easements s° /%, (shaded) �g 2/ 2017 4-
LINE BEARING DISTANCE -j- �, ', -- L
\ _ -_ H�rd-i ,'i/ I 1/-yin �' ) TX (37) PM 1j�77,... h d Representative (� J
GX - HX N 09'30'31" E 61.73' �- ___ - _ i�I I 0 _, ►L� _.----
C HX - IX N 26'39'20" E 68.09' ___ _'' �LlI-- - - ,
IX - JX N 29'12'30" E 35.11' I _, 4 �M 36 ZRX PENNINGTON AT a
JX - KX N 03'50'48" W 94.43' ,Jx� ! I .K�' � �� r O l 5x' JORDAN CAKE rn
KX - XX N 40'43'25" E 32.01' ---, I 0 . " 'i 01 AC. ,QX P.S. 2016-17 NOTES /) 0)
LX - MX N 38'36'05' E 15.82' (18E) ' ,% o, z C
MX - NX N 24'00'15" E 39.32' w �X1 I 1,436 Ac. § o O C
NX - OX N 25'23'33" E 31.72' PENNINGTON AT 1E• • 'O Px IPS a
OX - PX N 28'13'47" E 41.79' JORDAN LAKE o N ' ,r'lai,/^• - l y o / ,' 1 the couitlerse
Seorcf thish Survey.
e by this Surveyor during
PX - QX N 51'31'46" E 26.04' P.S. 2016-16 �' ' a) ~'' 7 2. This Surveyor does not certify to the ;seance or h
QX - RX N 55'00'09" E 36.27' r) N m o.,ia r/'\ location of any underground features (tanks, utilities, p
2Dr Private 3 septic systems, etc.).
RX - SX N 85'35'39" E 27.52' o ' :7:7
2O•pH ox Oroinage _ wSX - TX N 44'11'23" E 35.02' z , Oroin•gee Easemenr �, 3. This property ;s object to all easements of recordTX - UX N 13'24'19" W 22.57' Ease -nt % i / (LX to VX) roaffectingsubjectprope .UX - VX N 25'09'42" W 24.28' Gx t• xx) Septic Field a 4. mere re no Nccs on ants found within 200o aVX - WX N 20'37'17"W 40.22' ' ( _ /N ,,' o feet of tnis ports/of load.
WX - 12 S 89'35'24" W 37.60' , o
(1:: ''
, / , , 5. Points a 5, 7-11, 73, 74, and CX - XX (dreinage
uou, ,,m,eaR� easements) are computed points only.
Ted Line) Sr M 6. The Water Hazard Setback shown shall extend 50' from
OWNER CERTIFICATION OF PLAT BEING EXEMPT 43.151' I ,1.'. 71.94 ,LX ',, 136.03' _ the bank of the stream. Residential structures or septic
FROM THE SUBDMSION REGULATIONS T - systems shall not be located within this area. This area
IPS I S 89'35'24" W 223.62 IPS S 89'35'24" W 207.97' IPS shall also comply with the stream buffer area requirements U
I(We)certify that I am(We are)the owner(s) stated . the pre January 23, 2008 Chatham County
of the property shown and described hereon andI Watershed Protection Ordinance.
that said property is exempt from the Subdivision 7. Until acceptance by the N.C. Department of Transportation,
Regulations of Chatham County by definition. CHATHAM COUNTY maintenance of Antebellum Drive will be the responsibility C
QCTOH BB Z7 2017 BOARD OF EDUCATION of Contentnea Creek Development Company. 0)
y" P4.S Erosion Plan Lot 35 D.B. 1900 PG. 1150
Owner or Authonzed Agent and P.S. 2017-6 MAP LEGEND '0 N
C
• EIP EXISTING IRON PIPE ^0
I,Van R.Finch,Professional Land Surveyor No.L-2507,certify NOTE This plot shows a revision of Lot 35 and Lot 36 of 0 IPS IRON PIPE SET .0 Trn�
to one of the sa indicated thus,,[ FILED O6.2017 11:34:02 am PENNINGTON AT JORDAN LAKE'', which is recorded B CMS CONCRETE MONUMENT SET fa) V,
following Novs cHA,„�v on Plat Slide 2016-17, Chatham County Registry. �U
PLAT SLIDE 02017 -0390 ruwiroaaiac These lots were revised only to show the addition B ECM EXISTING CONCRETE MONUMENT 1 C
_(a)That the survey creates a subdivision of fond within the area of a REGISTER of a 10'Public Drainage Easement o each lot. a PP POWER POLE
('�, land.ty or municipality that Iwo an ordinance that regulates parcels of new o CMP COMPUTED POINT m
VV INSTRUMENT 12432 or SEEDS No property lines were changed d n w field �_
_(b)That the survey is located ins h portion of a county or municipality survey work was performed this date.o N
that is unregulated s to an ng ordinance that parcels of land.
_(c)That the survey is of an existing porch or parcels of land and aces •EIS EXISTING IRON STAKE
not create a new street or change an existing street. • NAIL SET
(a)That the survey is of another category.such as the recombination of REFERENCE: DEED BOOK 1277 PAGE 886 SPBS STREAM PROTECTION BUILDING SETBACK 5
existing parcels,a court ordered survey,or other exception to the PLAT SLIDE 2016-17 O
definition of subdivision. PARCEL #90030 a a
PARCELsoo3t AREA COMPUTED BY COORDINATE METHOD
SURVEY FOR 3
I,VAN R.FINCH, AT JORDAN LAKENCH,certify that this plat was drawn State of North Carolina p
under my supervision from an actual survey made County of Chatham
"der my supervision(deed(ether); "recorded in „""" REVISION OF LOTS 35 AND 36
Book 1277,Page eyyea r(Needy that the `',tg CARp'' I A"`."Y µO°ve- Review Officer
boundaries not surveyed areheady indicated as p4`'ofcssy �E1,iu of Chatham County,certify that the map or plat
drawn from information found in Book as shown, .Z 2 5t ', '9 s to which this certification is affixed meets all DATE:
Page I that the ratio of precision as _ S statutory requirements for recording.
calculated is 1: 10 000-, ;that this plot was E SEAL
prepared in accordance with G.5.47-30 as amended. a L-2507 Awy Meeve. lox A,..2r ' OWNER: DATE: OCTOBER 5, 2017 NEW HOPE TOWNSHIP CHATHAM COUNTY, N.C.
Witness my original signature,license number. 4,,b I. : Review Officer CONTENTNEA CREEK 5/1 2/2023
and seal this the StA.D. 2017. day M ��'`An.It. G;"••. Dote 11 13 I L017 0 L202ESXCFFORKS ROAD SCALE: 1'
October = 50' VAN R. FINCH - LAND SURVEYS, P.A.
'••,..,,,,n••' RALEIGH.N.C. 27615
�� .1, 5I 25 o so 100 150 109 Hillsboro St. Pittsboro N.C. 27312 SCALE:
SURVEYOR FIRM LICENSEC-513
7trUCENSE NUMBER L-2507
a; 1/4= 1 Foot
&O/73'/O SHEET:
MI