NCC231824_Site Plan or Location Map_20230613

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I, NICHOLAS M. FRENCH PLS L-4817, CERTIFY THAT THIS Z U in
1.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN o22sss ^ Z
ACTUAL SURVEY MADE UNDER MY SUPERVISION (PLAT
2.AREAS SHOWN HEREON WERE COMPUTED USING THE COORDINATE METHOD. in J O
BOWMAN BARE ROAD E DESCRIPTION DB:2305, PG:1042,PB:A,PG:754);THAT THE
R\`� "'rr��rrr"' RATIO OF PRECISION AS CALCULATED MEETS OR EXCEEDS W m U
R\\\ R\o0E D 3.LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS PLAT. \\\�:\\ CAR0;j, 1:10,000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE ¢ Z r 0 U
FE 4.PROPERTY MAY BE SUBJECT TO ANY/ALL EASEMENTS AND RESTRICTIONS OF RECORD. THIS SURVEY IS A CORRECT ;=O:;of ESS/�'••° 9% WITH G.S 47-30 AS AMENDED. WITNESS MY ORIGINAL Q N N
O 'L SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 15TH
�Q REPRESENTATION OF THE LAND PLATTED AND OR DEEDED AND HAS BEEN PREPARED WITHOUT THE BENEFIT JQ� = DAY OF FEBRUARY, A.D., 2023. 111 0 X
OF A TITLE REPORT. A NORTH CAROLINA LICENSED ATTORNEY-AT-LAW SHOULD BE CONSULTED REGARDING CORRECT = SEAL = m
1) (11111
SITE OWNERSHIP, WIDTH AND LOCATION OF EASEMENTS, AND OTHER TITLE QUESTIONS REVEALED BY _ _ W Z W w !�
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TITLE EXAMINATION. is,9 L-4817 Off:° THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE ���+ Q • N
4,� 1/0 c:l( . Z
c suRN •.• O AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN N
Z� HOTWY #1874 AND 5 SERVED BY NEW 30' INGRESS, EGRESS,REGRESS AND UTILITY EASEMENT, LOT 2 SERVED BY NC % Sp�As.. :•FF,� i��l� QOHDZIIN
ORDINANCE THAT REGULATES PARCELS LAND. •
6.MINIMUM WIDTH OF THE FOX OAK TRAIL AT THE FIRST 100 FT MEASURED FROM EDGE OF HIGHWAY IS 16'. �` J Ii)
0 7.PAVED TURNOUT REQUIRED MINIMUM 50 FT LENGTH AS SHOWN ON PLAT. PRELIMINARY R co Z Q • •
, ,
N NICHOLAS M. FRENCH PLS L-4817 DATE r • 0l 0 D D
0 8.000NTY WATER NOT AVAILABLE. PRESENTED FOR REGISTRATION IN THE OFFICE OF 1..1 ] ,- U p\ p\
0 VICINITY MAP(NTS) THE REGISTER OF DEEDS FOR (NTs)
9.ON EACH LOT THE TOTAL ACRES INCLUDE PERK SHOWN. COUNTY, NORTH CAROLINA ON THE _ _ DAY OF
v - FIELD LOCATION TO LOCATE PERENNIAL, INTERMITTENT
J 20___ AT _ _ O'CLOCK
w 10.TOTAL LENGTH OF ROAD IS 470 FT. - AND EPHEMERAL STREAMS, PERENNIAL WATER ��
__.M. AND RECORDED IN SAID OFFICE IN PLAT '10&v*.,
BODIES, AND WETLANDS HAS BEEN COMPLETED BY ��� /,
T 11.PARENT TRACT(22.28 AC) RECORDED ON DB:2305,PG:1042 AND PB:A,PG:754. BOOK PAGE ___-. CHATHOES N MT HAVEOUNANY WATERNUMBER(S) 1,2S 3,4 SUBJECT TO ' �,1 r
12.NCDOT DRIVEWAY PERMIT FILE NUMBER XXXX-XXX-XX-XXXXX. N/F CHATHAM COUNTY RIPARIAN BUFFER ^,,�1 \\` ,
E TERESA& RICKY REGISTER OF DEEDS 1
REQUIREMENTS. ' 7����i
3 CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH WOOD 4,0fr
Cl 39.28' 25.00' 90'00'54" S 43°37'51" W 35.36' D.B. 2307, PG.0406 I N/F
C2 39.28' 25.00' 90'00'54" N 46'22'09" W 35.36' EMANI SITARAM
r> C3 28.59' 65.00' 25'12'04" N 76'01'49" E 28.36' 1 D.B. 2265, PG.1011
N15.27' 1/2"0 EIR C4 15.39' 35.00' 25'12'00" S 76°01'49" W 1/2"0 EIR
FLUSH • FLUSH
° 255.25'
o \�� EIR N 87.54'S9" E 1429.51'(TOTAL) _ � +++++ •
13 s o z\ FLUSH ,
N NEW PROPERTY LINE HEREBY CREATED +++ LOT AREA
1113.58 , +++++++++++++++++++++++++ 3/4"0 NIP +++ ►'')
N 87S4 59 E 926.21 L� o
MNS• ®1��♦� nel , • ' + -+ -�� �++++++++++++++ FLUSH-1 ++++ • r7 ORIGINAL LOT: 22.28 AC
N �, ! �, 3/4"0 NIP +++++++++++++++++++++++++ / ^ •1++++ N
� �`; SETBACK(TYP.) ( ) ++++++++� 1‹+A UT ++++++ / h +++ o LOT 1: 4.10 AC
x '••44 PP FLUSH SETBACK TYP. +++++++++_+ + �++++++++ / +++++ LOT 2: 4.64 AC
++++++- N _ __-- LOT3: 4.20 AC
I++++++++++
+++++++++++++++++++++++++ r++ .
10'X70' w ��+ $-- -+��+++++++++++++ / LOT 4: 4.14 AC
3/4IP +++++ - / "//NIP ++ 1/2"0 EIP LOT 5: 4.21 AC
FLUSH 30' ACCESS EASEMENT 0.43 ACSIGHT TRIANGLE z
FLl1SH • E ��� CED FLUSH 0
O • 47 , ++� EXISTING R/W: 0.56 AC (75
P .‘ ,L cn \ m t1826804TS Feet 1 i � - ++�7-+--t+--+-++-+�.+_++++++++ •
Nr CO 111 ±4.20 Acres .C,' CrR , ,� +++++++++++++++++++++++++++I / +++�+++
r \ \ vn C �gY cty r00 i +++++++++++++++++++++++++++ / +++71+++
N/F
\ \\ cam/��cYs �,bc. / +++++++++++++++++++++++++++ I +++Hk- +++
N ` w '+++++++++++++++++++++++++++� / +++++ -+++ METCALF MARK
0 LOT 2 J \> i Q1 ++++++++++++++++++++++++++ �� 3/4"0 NIP• ++++,u_,++ D.B. 524, PG.0810
Z \ � i .. ++++++++++++++++++++++++++ -++++ ++
LINE BEARING DISTANCE \� (TO NC HWY 87 /R/W) Qf`. ('� ti iPG�` FLUSHI ++++ , +++ .
L1 N 28'07'11" W 161.21' ♦ \ ±202284 Sq. Feet i �O 'J ++++++++++++++++++ ++++ ,+++
'5 L2 N 26°34'13" W 126.91' .� o \ ±4.64 Acres (' a �� Q •7,0 i `- S +++++++++RE-RK ,AREA It0T+4++++++� I ++++ ®++ LEGEND
_in `\\ ,ø
s \ NOT INCLUDE R/W (h O N.0 (0�,7 +++++++++++±+8-1-88B sp+++++++++ I -co++++++++
o, L3 N 24°08'36" W 96.59' 0) c --� ++++++++++++++++++++++++++ ++++++ne+++
.� S I I DW=DRIVEWAY
L4 N 21°13'10" W 118.31' p0 i ++++++++++++++++++++++++++NIP 3/4"s NIP LOT4 3/4 NIP ++++++++++ EP=EDGE OF PAVEMENT
L5 N 1939'46" W 313.33' U H FOX OAK TRAIL FLUSH FLUSH ++++++++++ , OHPL=OVERHEAD POWER LINE
L6 N 2807'11" W 176.04' I 19 J f180102 Sq. Feet \ ++++++++++++++++++++++++6 C� MN \ r • 3/4"0 NIP PP=POWER POLE
L7 N 2634'13" w 87.17' 30 PRIVATE INGRESS EGRESS c ±4.14Acres +++++++++++++++++++++++ , +++++++++\ FLUSH I \ +++++++ F' RCP=REINFORCED CONCRETE PIPEI
z L8 N 2634'13" W 38.70' G \ REGRESS & UTILITY ESMTo +- ++++++++++++++++++++++ � R/W=RIGHTOF WAY
L9 N 24°08'36" W 11.30' t0.43 AC ++++++++++++++++++++++ +++++++++
• O3 4"0 NI +++++++++++++++++++++++ ++ +�++ p=EXISTING IRON PIPE (EIP)
L10 N 2408'36" W 83.89' / L 3/4"� NIP; 00 NIPFLUSH ++++++++++++++++++++++ \L11 N 21°13'10" W 117.14' • FLUSH • 3 4"0 NIP, FLUSHN BACK / O=EXISTING IRON ROD (EIR)
L12 N 1939'46" W 303.42' PP 3/4"� NIP • C� � ) -_-_ to
FLUSH O=NEW IRON PIPE (NIP)
FLUSH g L24 NN78.4 " uNEH ( )L13 N 63°25'47" E 49.57' - ++++++++++++++++++++++ I 0 O=MAG NAIL SET MNSL14 N 7444'23" E 50.99' • \ � �- • (-- 5 08 W EBy GREAT +-+ +_ ±++++++++++++++++ O=COMPUTED POINT (CP)
NL15 N 63°25'47" E 165.73' ♦� 5 IJ _ 339• , ED +++++++++++��-+-4-�t+±++++1 I Pei
L16 S 63°25'47" W 23.68' MNS ♦�♦♦4,,. . --- CD _ 2 _�♦ y • • s • +++++++++N 'iwrkR-TY+1+ --__ -- J O AG=ABOVE GROUND
co 10'X70' �� 4A, R30' • / 3/4"0 NIP I 22 I O ETBACK(71-p --_ ++++++++++ ++ •, UN€ EREBY CREATED O
D L17 N 88'37'51" E 104.01' SIGHT TRIANGLE 1 w;$ 04 .) BG=BELOW GROUND W
• FLUSH I 3 4"� NIP 413.
L18 N 01°22'09" W 25.32' tl®•4-i L L-- 19'
L19 N 88°37'51" E 30.00' • ��♦�®®®id, • FLUSH +++++++4--+-++-+-$�++++++ • 3/4"0 NH N
,.) NGS MANN �. ,/4-00'' l 61:4 3/4"0 NIP ++++++++++++++++++++++- M FLUSH OWNERS:
N L20 S 01°22'09" E 65.32' N:756,059.76 ���'. o`so_ r0 I Z FLUSH 1 - []
N L21 S 01°22'09" E 65.32' U I +++++++ + (V [Y1
E:1,923,263.68 • • ' RK L T+ TRAVARS BUILT HOMES INC
> f • I o r I +++++++ 2� +++++ I O Z N
L22 S 88°37'51" W 30.00' NS ,� '� I m +++++++++ r +++++++ N
z L23 N 01°22'09" W 25.32' �P` 1. i w I +++++++++++++++++++++++ cn P.O. BOX 309,
o L24 S 88°37'51" W 104.01' �' 3/4"0 NIP 1 w I LOT 5 +++++++++++++++++++++++ PITTSBORO, NC 27312 in o U m
o L25 S 63°25'47" W 189.40' 10'X7O' \• y FLUSH t183410 Sq. Feet
SIGHT TRIANGLE (' -0 ®q \ N w f4.21 Acres ++. +_. + i i iPARCEL ID No.:0063324 WL26 S 52°07'11" W 50.99' C \oR3O
\` \ z \ 1-- ++++ ++ ++,N ,,_ + ++ 3 4"0 NIP m
L27 S 63°25'47" W 50.06' N/F 4; 3/ 0 NIP LOT 1 / / ) W \1 11 3/4"� INIP• ++N+ +1#1 � � � FLUSH N Z m Z O
0_ RONALD&GLENETTE FLUSH \ 0 ^D
L28 S 17°48'10" W 78.05' ♦ \ FLU�H (TO NC HWY 87 /R/W) �L I P + + +++++++++ 0 0 SETBACKS: U7
R L29 S 00°35'04" E 75.31' VAUGHN • ♦j� b ±178248 Sq. Feet I Z ++++++++++++++++++++++++ N \ Oi ❑ ❑ O
co D.B. 2254, PG.1004 •ADO♦♦♦� yo \ cW I I ++++++++++++++++++++++++ 3/4"° NIP CO U D
L30 S 13°18'06" E 78.55' ��♦� ±4.10 Acres n
0 L31 S 82°58'45" E 90.76' EXISTING R W MNS ••��. R/W0
A \y I 1 .p�` ++++++++ 32+3 +5 ++++++++(,4 REAR 25' _ Q
d- L33 S 00'53'03" E 58.02' ±0.56 AC , \ C-'.� CO I I CNP ++++++++ + ++++++++(„4
r7 \ I Cn J Z I
co L34 S 09°23'12" E 59.81' � � \ z I ++++++++++++++++++++++ • 3/4"0 NIP CHATHAM COUNTY ZONING:R-1 > _ D
♦♦ •� c 1 I I •P1 +++;++++++++++++++++++++ FLUSH N Q
��.• A D \J I J I +3/4�--14P+++++++++++++++++ 1 ❑ co
q 3/4"0 NIP 1- +FLUSH++++++++++++++++++ 1 c,a J FLOOD NOTE: 0 , I U
♦�.���' 3 .65' FLUSH 1 b S 88'48'12" W 287°38 - L m a
ro CONSTRUCTION OF THE ENTIRE PRIVATE TRAVELWAY SHALL ♦� J . COBE COMPLETED PRIOR TO THE ISSUANCE OF A BUILDING ��♦�♦♦♦� P7-31-.97' o •NEW PROPERTY LINE HEREBY CREATED 460.68 160.32' • 1/2"0 EIP NOTE:THIS PROPERTY IS NOT Z "�
cn PERMIT FOR A BUILDING ON ANY LOT SERVED BY THE ♦♦�:4 386.89 p „ FLUSH LOCATED IN A SPECIAL FLOOD N 1 a O
o EASEMENT PER SECTION 7.4.B(3). MNS : • O Q S $$•48 12 W 1073.51 (TOTAL) 3/4"4 NIP HAZARD AREA. ce m m
LL, F 1/2"0 EIP FLUSH FLOOD MAP:3710972500K uJ Q CO I- N
0 '- �'y FLUSH 1/2"0 EIP N/F CHATHAM COUNTY-CID:370299 W
DEVELOPMENT OR REDEVELOPMENT OF A MINOR FLUSH METCALF MARK PANEL:9725 SUFFIX:K �/ W m
J \ D.B. 524, PG.0810 EFECTIVE DATE 11/17/2017. 6L � -I O
SUBDIVISION OR AN INDIVIDUAL RESIDENTIAL LOT
r..) CUMULATIVELY EXCEEDING 20,000 SQUARE FEET OF LAND CERTIFICATE OF AGRICULTURAL DISTRICT H Q
w DISTURBANCE SHALL COMPLY WITH SECTION 165.045 (E) NOTE: THESE PARCELS ARE LOCATED NEAR AN AREA THAT IS _ Z
M (D) AND (E) [FORMERLY SECTION 400 (5) (D) AND (E)] PRESENTLY USED FOR AGRICULTURAL PURPOSES. NORMAL 1 Sc 23
o OF THE CHATHAM COUNTY STORMWATER ORDINANCE]. AGRICULTURAL OPERATIONS MAY CONFLICT WITH RESIDENTIAL - -
0 USE. NC LAW (GENERAL STATUTES SECTION 106-701) - 30 JURISDICTION AND PERMANENCE OF THE FEATURES SHOWN HAS BEEN 2
0PROVIDES SOME PROTECTION FOR EXISTING AGRICULTURAL .. 20',. SCALE DETERMINED BY JEFF VAUGHANLAGRI-WASTE TECHNOLOGY INCJ
°6 OPERATIONS. 1"=100' 30.00 REQUIRED BUFFERS WERE MEASURED LANDWARD FROM THE OUTER LIMIT
I APPROVAL FOR MINOR SUBDIVISIONS OF JURISDICTION. CHATHAM COUNTY WATERSHED PROTECTION ORDINANCE
co w R28' N PROJECT: 23-111
STATE OF NORTH CAROLINA �� PROVIDES DESCRIPTIONS OF ALLOWABLE USES WITHIN PROTECTED AREAS.
a) I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN Q
i COUNTY OF CHATHAM, I, R/W LOT NUMBER(S) _1,2,3,4,5_ IS SUBJECT TO CHATHAM COUNTY BUFFER SURVEYED BY: ADRIEN
HEREON IS A MINOR SUBDIVISION AND HAS BEEN FOUND b
5: REVIEW OFFICER OF COUNTY, CERTIFY A (0 REQUIREMENTS.
TO COMPLY WITH THE SUBDIVISION REGULATIONS FOR 70' - - 50' - o o -_ _
DRAWN BY: JX WANG
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS �' cv
�; CHATHAM COUNTY. THE PLAT HAS BEEN APPROVED FOR �, R30' N CHECK BY: NICK
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR R30' GRAPHIC SCALE
E RECORDING IN THE OFFICE OF THE COUNTY REGISTER OF ,,,,���������������A_ -' �\\\\���,\�������,,, R/W
RECORDING. / I�E�aM1 R28'
O DEEDS. R W , ��I�11 LhrA
O EP ccSCALE: 1"=100'
20
c EP
REVIEW OFFICER: 10'X70' 100 50 0 100 200 300
i SIGHT TRIANGLE 30.00 DATE: 02/15/2023
0
DIRECTOR OF PLANNING OR AUTHORIZED AGENT DATE: 1 INCH = 100 FEET
ROAD CONNECTION DETAIL 'T' TYPE TURNAROUND DETAIL E C L S