NCC190747_Site Plan or Location Map_20191105

CERTIFICATION OF OWNERSHIP AND DEDICATION
I (WE) HEREBY CERTIFY THAT I AM
(WE ARE) THE OWNER(S) OF THE
PROPERTY SHOWN AND DESCRIBED
HEREON AND THAT I (WE) HEREBY
ADOPT THIS PLAN OF SUBDIVISION
WITH MY (OUR) FREE CONSENT,
AND DEDICATE ALL RIGHT-OF-WAYS, STREETS, ALLEYS, WALKS,
EASEMENTS, PARKS, AND OTHER OPEN SPACES TO PUBLIC OR
PRIVATE USE AS NOTED.
f_5N-OR
AUTHORIZED AGENT
DATE
CERTIFICATE OF APPROVAL FOR RECORDING
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS
BEEN FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS FOR
CHATHAM COUNTY, WITH THE EXCEPTION OF SUCH VARIANCES, IF
ANY, AS NOTED IN THE MINUTES OF THE BOARD OF COMMISSIONERS,
AND THAT IT HAS BEEN APPROVED BY THE BODY FOR RECORDING IN
THE OF ICEPF THE COUNTY REGISTER OF DEEDS.
_ 717Ci ------------
DATE
CHATHAM COUNTY BOARD OF COMMISSIONERS
CERTIFICATION OF THE APPROVAL OF UTILITIES
I HEREBY CERTIFY THAT THE __!A%OC!Y-R--- IMPROVEMENTS HAVE
BEEN INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO
THE SPECIFICATIONS OF THE CHATHAM COUNTY UTILITY POLICY AND/OR
THE CHATHAM COUNTY SUBDIVISION REGULATIONS, EXCEPT AS NOTED
HEREON; OR PROPER PROVISIONS HAVE BEEN MADE FOR THEIR
INSTALLATION.
DATE /'
fN A TAU R:E TITLE
BY NNP-BRIAR CHAPEL, LLC
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROPOSED SUBDIVISION ROAD
CONSTRUCTION STANDARDS CERTIFICATION
APPROVED = .... .....
-------- --------
DISTRICT ENGINEER
if-lcl-lcj
DATE---------------------------
REVIEW OFFICER CERTIFICATION
STATE OF NORTH CAROLINA, COUNTY OF CHATHAM
I, A_ e,:►%�v+ ____, REVIEW OFFICER FOR CHATHAM COUNTY,
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER__ K±+� � e� r _ DATE_ :J'4 J U I4
BY TI TLE
LEGEND
0
IRON ROD SET (UNLESS OTHERWISE STATED)
O
EXISTING IRON ROD
A
COMPUTED POINT
Al
ANGLE IRON
XXX
LOT NUMBER
EX.
EXISTING
N/F
NOW OR FORMERLY
DB
DEED BOOK
PB
PLAT BOOK
PG
PAGE
PVTUE
PRIVATE UTILITY EASEMENT
PVHOAE
PRIVATE HOMEOWNERS ASSOCIATION EASEMENT
PUE
PUBLIC UTILITY EASEMENT
PDE
PUBLIC DRAINAGE EASEMENT
SWE
SIDEWALK EASEMENT
MAE
MAINTENANCE AND ACCESS EASEMENT
R/W
RIGHT-OF-WAY
sq. ft.
SQUARE FEET
CP
COMPUTED POINT
DESC BY CL
DESCRIBED BY CENTERLINE
TYP
TYPICAL
CMF
CONCRETE MONUMENT FOUND
EASE
EASEMENT
PROP
PROPERTY
10' x 70' SIGHT TRIANGLE
TYPICAL SIDEWALK EASEMENT DETAIL
(EASEMENT TO EXTEND 1' BEYOND
ACCESSIBLE RAMPS AS CONSTRUCTED)
ESMT LINE LOT XXX 1.0'
�4
JQ,
Q
ACCESSIBLE RAMP
ESMT LINE LOT XXX 1.0'
ACCESSIBLE RAMP
NNP BRIAR CHAPEL, LLC
DB. 1209, PG. • 877
PB:34, PG: 19
AKPAR: 1184
LIBRIAR CHAPEL
DEVELOPMENT
PHASE 16 NOR
(FUTURE)
N/F
TWIN LAKES GOLF COURSE
DB. 460, PG. • 94
AKPAR.2612
BRIAR CHAPEL
DEVELOPMENT
PHASE 16 SOUTH
PB:2017, PG235-236
TYPICAL PUBLIC UTILITY EASEMENT DETAIL
(TO BE CENTERED ON APPURTENANCE)
10' X 8' P U E (TYP)
VARIES W/ R/W
00 00
.V
10'
LOT XXX
N/F
TWIN LAKES GOLF COURSE
DB:460, PG:94
AWP4Rr9R19
NNP BRIAR CHAPEL LLC
DB 1198, PG 510
PB 2007, PG. 246
AKPAR: 87024
1 1
I x '
i
BRIAR CHAPEL
DEVELOPMENT
S STEEL PHASE 1B )
PB. 2017, PG:233-234
OLD NORTH STATE
WATER COMPANY, LLC
DB 1795, PG. 177
PB 2008, PG 132
AKPAR: 87080
OVERVIEW NOT TO SCALE
O
tr
PRIVATE EASEMENT DETAIL
8' PRIVATE UTILITY 4' PRIVATE HOA
EASEMENT (TYP) EASEMENT (TYP)
PUBLIC OR PRIVATE R/W
0
o
LOT �
XXX
N/F
WADE ROOK MEACHAM ETAL
DB:814, PG.447
AKPAR.2243
BRIAR CHAPEL
DEVELOPMENT
US STEEL PHASE to
PB: 2016, PG: 189-190
0
0
0
3
x
BRIAR CHAPEL
COMMUNITY ASSOCIATION
\ DB 191Z PG 72
PB 2017 PG 47
AKPAR: 82826
r-
0
0
cV
M
00
0
Q
z
r)
Fr
C�
v
z
BRIAR CHAPEL
DEVELOPMENT
PHASE 6N
PB: 2013, PG: 108-111
I
SITE DATA
ZONING: R-1 CONSERVATION SUBDIVISION
APPROXIMATE LINEAR FOOTAGE OF PUBLIC STREETS: 1,942 LF
APPROXIMATE LINEAR FOOTAGE OF PRIVATE STREETS: N/A
TOTAL NUMBER OF LOTS: 61
TOTAL AREA OF LOTS: 10.776 ACRES
469,417 SgFt
TOTAL PRIVATE RIGHT-OF-WAY: N/A
TOTAL PUBLIC RIGHT-OF-WAY: 2.299 ACRES
100,128 SgFt
TOTAL COMMON AREAS: 69.447 ACRES
3,025,091 SgFt
TOTAL PROJECT AREA: 82.522 ACRES
3,594,637 SgFt
OWNER INFORMATION:
NNP-BRIAR CHAPEL, LLC
C/O NEWLAND COMMUNITIES
13777 BALLANTYNE CORP PL SUITE 250
CHARLOTTE, NC 28777
DB: 1722, PG: 1163
PB: 2013, PG: 214
AKPAR: 2177
,
FEsslo
S E AL =
L-4729
%,O l9yo S U R`I�y°�
r ,:
I, DAVID S. CLARK, PLS L-4729, CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION FROM
INFORMATION SHOWN IN DEED BOOKS REFERENCED ON
MAP AND MAP BOOKS REFERENCED ON MAP; THAT
ANY LINES NOT ACTUALLY SURVEYED APPEAR AS
BROKEN LINES AND WERE PLOTTED FROM INFORMATION
AS NOTED ON THE PLAT; THAT THE RATIO OF
PRECISION AS CALCULATED IS BETTER THAN 1:10,000;
THAT THE AREA IS COMPUTED BY COORDINATE METHOD;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL
SIGNATUR�, REGISTRATION NUMBER, AND SEAL THIS
_
THE � __ DAY OF 4Qr—ir____ A.D., 2019.
-- ----- -----------------------
DAVID S. CLARK L-4729
PROFESSIONAL LAND SURVEYOR
I, DAVID S. CLARK, PLS .,L-4729, CERTIFY 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.
rc� q
-------------------------DATE l—r-L�_J
SURVEY NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET (UNLESS OTHERWISE STATED).
2. NO NC GRID MONUMENT IS WITHIN 2,000' OF SURVEYED TRACT.
3. ALL BEARINGS ARE BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD 1983/NSRS 2007).
4. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. THIS SURVEY IS SUBJECT TO
ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
5. THIS PROPERTY IS LOCATED IN FLOOD HAZARD ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL
AS WELL AS ZONE "AE" AS SHOWN ON FEMA FIRM MAP PANEL #3710976500K WITH AN EFFECTIVE DATE OF NOVEMBER 17,
2017.
6. TIE LINES SHOWN TO PUBLIC AND PRIVATE DRAINAGE EASEMENTS ARE CHORD DISTANCES.
7. SIDEWALK EASEMENTS (SWE) SHOWN WILL BE BOUNDED BY PUBLIC RIGHT-OF-WAY AND BY LINES ONE FOOT BEYOND THE
ACCESSIBLE RAMPS AS CONSTRUCTED.
ADDITIONAL NOTES:
1. ALL LOTS SHOWN HEREON WILL BE CONVEYED SUBJECT TO RESTRICTIONS, CONDITIONS, COVENANTS AND PROVISIONS FOR
SETBACKS, USE MAINTENANCE, EASEMENTS, ASSESSMENTS AND OTHER MATTERS CONTAINED IN THE DECLARATION OF
COVENANTS, CONDITIONS AND RESTRICTIONS FOR BRIAR CHAPEL, RECORDED AT BOOK ------ PAGE _____, AS AMENDED AND
SUPPLEMENTED (THE "DECLARATION").
2. THE DESIGNATIONS AND CONDITIONS OF USAGE OF COMMON AREA/OPEN SPACE ARE AS SET FORTH IN THE DECLARATION.
3. MINIMUM SETBACKS FOR IMPROVEMENTS ON LOTS SHALL BE ESTABLISHED BY THE DECLARATION, THE DECLARANT (OR ITS
DESIGNEE) UNDER THE DECLARATION, OR ANY DESIGN GUIDELINES ADOPTED PURSUANT TO THE DECLARATION.
4. THE 4' OR 5' PRIVATE HOA EASEMENTS SHOWN HEREON MAY BE EXERCISED BY NNP-BRIAR CHAPEL, LLC AND/OR THE
APPLICABLE HOMEOWNERS ASSOCIATION FOR THE PURPOSE OF INSTALLATION, MAINTENANCE, REPAIR AND REPLACEMENT OF
STREET TREES AND LANDSCAPING AND FOR SUCH PURPOSES AS AUTHORIZED UNDER ARTICLE XI OF THE DECLARATION.
5. IN ADDITION TO ANY AND ALL EASEMENTS RESERVED OR GRANTED IN THE DECLARATION, DECLARANT RESERVES FOR ITSELF AND
GRANTS TO THE ASSOCIATION (AS DEFINED IN THE DECLARATION) AND ALL UTILITY PROVIDERS (AS `DEFINED IN THE
DECLARATION), PERPETUAL, NON-EXCLUSIVE 8', 9' AND 10' EASEMENTS (AS APPLICABLE) FOR ALL UTILITIES PURPOSES
INCLUDED IN THE DECLARATION, INCLUDING, WITHOUT RESERVATION, THE PURPOSES OF ACCESS AND INSTALLING, INSPECTING,
MAINTAINING, REPAIRING AND REPLACING UTILITIES ALONG ALL LOT FRONTAGE ON PUBLIC AND PRIVATE RIGHTS -OF -WAY. SEE
INSET.
6. THE EASEMENTS DESCRIBED ON THIS PLAT ARE IN ADDITION TO AND NOT IN LIMITATION OF ANY EASEMENTS DESCRIBED IN THE
DECLARATION.
STORMWATER NOTE:
THIS PLAT CONTAINS A STORMWATER MANAGEMENT MEASURE THAT MUST
BE MAINTAINED IN ACCORDANCE WITH THE RECORDED COVENANT OR
OPERATIONS AND MAINTENANCE AGREEMENT.
RIGHT—OF—WAY MAINTENANCE RESPONSIBILITY NOTE:
1. MAINTENANCE OF PUBLIC R/W TO BE THE RESPONSIBILITY OF THE DEVELOPER AND/OR BRIAR CHAPEL COMMUNITY
ASSOCIATION, INC. UNTIL SUCH TIME THAT THEY ARE ACCEPTED BY NCDOT.
CONSERVATION AREA NOTE:
1. THE AREAS SHOWN ON THIS PLAT AS "CONSERVATION AREA" ARE CONSERVATION AREAS INCLUDED WITHIN THE US
STEEL CONSERVATION SUBDIVISION AND ARE SUBJECT TO THE TERMS OF THE SECOND DECLARATION OF COVENANTS AND
RESTRICTIONS FOR THE US STEEL CONSERVATION SPACE, RECORDED AT BOOK ____ PAGE ____, CHATHAM
COUNTY REGISTRY, AS THE SAME MAY BE SUPPLEMENTED FROM TIME TO TIME.
FILED Sep 04, 2019 03:46:43 pm FILED
CHATHAM
PLAT SLIDE 02019 — 0182 COUNTY, LUNDAYA. RIGGSBEE
REGISTER
INSTRUMENT 08833 OF DEEDS
SEE SHEET 4 FOR UNE AND CURVE TABLES
19 *Kuk%" \ _0 4roft

MANN'S CHAPEL RD
Curve Table
Curve #
Radius
Length
Tangent
Chord Bearing
Ch. Length
Delta
C1
55.00'
249.42'
65.74'
S3'47'57"W
84.37'
259'50'09"
C2
55.00'
47.47'
25.33'
N78'36'22"E
46.01'
049'26'59"
C3
55.00'
70.45'
40.99'
S39'58'19"E
65.73'
073'23'39"
C4
55.00'
59.25'
32.87'
S27'35'19"W
56.43'
061'43'38"
C5
55.00'
51.28
27.68'
S85'09'50"W
49.45'
053'25'24"
C6
55.00'
20.97'
10.61'
N57'12'13"W
20.84'
021'50'30"
C7
30.00'
41.80'
25.10'
N86'12'03"W
38.50'
079'50'09"
C8
520.00'
223.08'
113.28'
N67'40'10"E
221.37'
024'34'47"
C9
480.00'
205.92'
104.57'
N67'40'10"E
204.34'
024'34'47"
C10
520.00'
8.71'
4.36'
N79'28'45"E
8.71'
000'57'37"
C11
480.00'
8.72'
4.36'
N79'26'20"E
8.72'
001'02'28"
C12
480.00'
73.33'
36.74'
N74'32'29"E
73.26'
008*45'13"
C13
480.00'
73.33'
36.74'
N65'47'16"E
73.26'
008'45'13"
C14
480.00'
50.53'
25.29'
N58'23'44"E
50.51'
006'01'53"
C15
520.00'
49.36'
24.70'
N58'05'57"E
49.34'
005'26'20"
C16
520.00'
55.00'
27.53'
N63'50'56"E
54.97'
006'03'36"
C17
520.00'
55.00'
27.53'
N69'54'32"E
54.97'
006'03'36"
C18
520.00'
55.00'
27.53'
N75'58'08"E
54.97'
006'03'36"
C19
30.00'
41.80'
25.10'
N84'42'09"W
38.50'
079'50'09"
C20
55.00'
249.42'
65.74'
N5'17'51"E
84.37'
259'50'09"
C21
30.00'
6.04'
3.03'
N50'32'54"W
6.03'
011'31'39"
C22
55.00'
216.88'
129.77'
N2214'50"E
101.28'
225*56'11"
C23
55.00'
32.54'
16.76'
S72'19'46"W
32.07'
033'53'58"
C24
320.00'
202.41'
104.72'
N28'09'43"W
199.06'
036*14'32"
C25
280.00'
177.11'
91.63'
N28'09'43"W
174.18'
036*14'32"
C26
280.00'
97.72'
49.36'
N36'17'04"W
97.23'
019*59'49"
C27
320.00'
55.00'
27.57'
N40'28'26"W
54.93'
009'50'52"
C28
320.00'
55.00'
27.57'
N30'37'34"W
54.93'
009'50'52"
C29
320.00'
55.00'
27.57'
N20'46'42"W
54.93'
009'50'52"
C30
280.00'
79.39'
39.96'
N18'09'48"W
79.12'
016*14'43"
C31
320.00'
32.47'
16.25'
N12'56'51 "W
32.46'
005'48'50"
C33
280.00'
142.94'
73.06'
N4'35'01"E
141.39'
029*14'55"
C34
280.00'
90.34'
45.57'
NO'47'50"W
89.95'
018'29'13"
C35
280.00'
52.59'
26.37'
N13'49'37"E
52.51'
010*45'42"
C36
420.00'
88.89'
44.61'
S13'08'41"W
88.72'
012'07'34"
C37
420.00'
28.84'
14.43'
S17*14'26"W
28.84'
003'56'04"
C38
420.00'
60.05'
30.08'
Sl l'10'39"W
60.00'
008*1 V30"
C39
20.00'
31.42'
20.00'
S55'02'26"E
28.28'
090'00'00"
C40
20.00'
30.09'
18.72'
S36'51'29"W
27.33'
086'12'08"
C41
320.00'
142.14'
72.26'
N6'28'57"E
140.98'
025'27'03"
C42
320.00'
44.31'
22.19'
N2'16'34"W
44.28'
007'56'02"
C43
320.00'
55.00'
27.57'
N6'36'53"E
54.93'
009'50'52"
C44
320.00'
42.83'
21.45'
N15'22'24"E
42.80'
007'40'09"
C45
380.00'
79.47'
39.88'
S13*13'00"W
79.33'
011'58'57"
C46
380.00'
16.06'
8.03'
S17'59'50"W
16.06'
002'25'17"
C47
380.00'
63.41'
31.78'
S12'00'21"W
63.34'
009'33'39"
C48
320.00'
4.94'
2.47'
N45'50'25"W
4.94'
000'53'07"
C49
270.00'
235.14'
125.61'
N42'47'48"W
227.78'
049'53'57"
C50
230.00'
183.83'
97.14'
N40'44'37"W
178.97'
045'47'35"
C51
270.00'
1.08,
0.54'
N17'57'42"W
1.08'
000*13'45"
C52
270.00'
45.05'
22.58'
N22'51'23"W
45.00'
009'33'37"
C53
270.00'
45.05'
22.58'
N32'25'00"W
45.00'
009'33'37"
C54
270.00'
45.05'
22.58'
N41'58'38"W
45.00'
00933'37"
C55
270.00'
45.05'
22.58'
N51'32'15"W
45.00'
009'33'37"
C56
270.00'
45.05'
22.58'
N61'05'52"W
45.00'
009'33'37"
C57
270.00'
8.80'
4.40'
N66'48'44"W
8.80'
001'52'05"
C58 j
30.00' j
35.77' j
20.35'
S89'32'02"W
33.69'
068-18-30"
Line Table
Line #
Direction
Length
L1
N15*11'39"W
10.14'
L2
S46'16'59"E
17.70'
L3
S06'16'12"W
10.29'
L4
N43'43'01"E
158.00'
L5
N72'09'11 "E
243.91'
L6
S84'03'18"E
12.77'
L7
N24'41'35"E
9.72'
L8
S16'24'28"E
20.00'
L9
S53'32'42"E
7.58'
L10
S87'04'12"W
31.90'
L11
S79'57'34"W
6.34'
L12
S5711'16"E
35.93'
L13
N15'04'59"W
44.39'
L14
N22'10'52"W
135.89'
L15
N39'16'02"W
122.61'
L16
N88'37'40"E
76.14'
L17
N89'58'51"E
34.68'
L18
NOO'00'00"E
24.65'
L19
N90'00'00"E
41.39'
L20
S00'00'00"E
24.66'
L21
S66'09'17"E
54.72'
L22
S19'47'42"E
67.26'
L23
S01'30'56"E
71.03'
L24
S27'06'08"E
44.74'
L25
S09'00'57"W
57.32'
N/F
NNP BRIAR CHAPEL, LLC
DB. 1209, PG.877
PB:34, PG. 19
AKPAR: 1184
BRIAR CHAPEL
DEVELOPMENT
/f
PHASE 16 NORTH
(FU TURF)
N/F
TWIN LAKES GOLF COURSE
DR.460, PG.94
AKPAR: 2612
BRIAR CHAPEL DEVELOPMENT
PHASE 16 SOUTH
PB.2017, PG.235-236
NNP BRIAR CHAPEL LLC
DB 1198, PG. 510
PB 2007, PG. 246
AKPAR: 87024
N/F
TWIN LAKES GOLF COURSE
DB.460, PG.94
AKPAR: 2612
504.98' S8_ 4_ 0� 6�T
OLD NORTH STATE WATER
COMPANY, LLC
DB 1795, PG. 177
PB 2008, PG. 132
AKPAR: 87080
DATE REVISION INITIAL I.
v
vUPKIM&C"RaD
1730 Varsity Drive Suite 500
SCALE: 1" = 200' Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
0 100 200 400 soo NC FIRM # F-1222
Internet Site: http: //www.mckimcreed.corn
100' CHATHAM COUNTY
STREAM BUFFER
N/F
WADE ROOK MEACHAM ETAL
DB.814, PG.447
AKPAR.2243
100' CHATHAM COUNTY
STREAM BUFFER
COMMUNITY ASSOCIA TION
DB 1912, PG. 72
PB 2017 PG 47
AKPAR: 82826
SS/
AL
L-4729
DATE: 0$ 0711
1 R CHAPEL DEVEL OPMEN T
PHASE 6N
PB. 2013, PG: 108-111
riLtu Sep 04, 2019 03:48:�
PLAT SLIDE 02019 - 0185
INSTRUMENT 08836
SITE
VICINITY MAP
NOT TO SCALI
CONSERVATION AREA DATA
TOTAL PARCEL ACREAGE: 131.481 AC
REQUIRED CONSERVATION AREA: 52.59 AC (40.0%)
CONSERVATION AREA PROVIDED: 53.91 AC (41.0%)
CONSERVATION AREA TABLE
AREA 1: 52.59 ACRES / 2,290,790 Sq Ft
AREA 2: 1.03 ACRES / 44,863 Sq Ft
AREA 3: 0.29 ACRES / 12,540 Sq Ft
TOTAL: 53.91 ACRES / 2,348,193 Sq Ft
Review Officer's Certificate
STATE OF NORTH CAROLINA, COUNTY OF CHATHAM
1, A - Lie%,4- , Review Officer for Chatham County,
certify that the map or plat to which this certification is affixed meets
all statutory requirements for recording.
A ' t %, Review Officer, � T t Date
-
LEGEND
•
IRON ROD SET (UNLESS OTHERWISE STATED)
O
EXISTING IRON ROD
-
A
COMPUTED POINT
Al
ANGLE IRON
XXX
LOT NUMBER
EX.
EXISTING
N/F
NOW OR FORMERLY
DB
DEED BOOK
PB
PLAT BOOK
PG
PAGE
PVTUE
PRIVATE UTILITY EASEMENT
PVHOAE
PRIVATE HOMEOWNERS ASSOCIATION EASEMENT
PUE
PUBLIC UTILITY EASEMENT
PDE
PUBLIC DRAINAGE EASEMENT
SWE
SIDEWALK EASEMENT
MAE
MAINTENANCE AND ACCESS EASEMENT
R/W
RIGHT-OF-WAY
sq. ft.
SQUARE FEET
CID
COMPUTED POINT
DESC BY CL
DESCRIBED BY CENTERLINE
TYP
TYPICAL
CMF
CONCRETE MONUMENT FOUND
EASE
EASEMENT
PROP
PROPERTY
10' x 70' SIGHT TRIANGLE
FILED
CONSERVATION AREA
CHATHAM
COUNTY, NC
LUNDAYA. RIGGSBEE
'vasµ•
.gaae
°'riw`°w`=
WETLAND AREA
REGISTER
OF
OF DEEDS
FINAL SUBDIVISION, EASEMENT, RIGHT-OF-WAY and CONSERVATION AREA DEDICATION PLAT
OF
BRIAR CHAPEL DEVELOPMENT
US STEEL PHASE 2
FOR
NNP-BRIAR CHAPEL, LLC
DATE: 06/10/2019 SCALE: 1" = 200'
BALDWIN TOWNSHIP CHATHAM COUNTY NORTH CAROLINA
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PROJ. SVYR
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FIELD BK.
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027350206
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