NCC242771_Site Plan or Location Map_20240909

•
GENERAL NOTES SURVEY REFERENCES SURVEYORS CERTIFICATE
1. THE PURPOSE OF THIS PLAT IS TO PERFORM A SUBDIVISION OF LAND AND CREATE 30 NEW RESIDENTIAL LOTS ON THE DEED BOOK 2381 PAGE 795(CURRENT)
PROPERTIES OF PEA RIDGE DEVELOPERS,LLC LOCATED IN NEW HOPE TOWNSHIP,CHATHAM COUNTY,NORTH CAROLINA; DEED BOOK 2381 PAGE 815(CURRENT) "I,DAVID S.CLARK,CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION FROM DEEDS REFERENCED HEREON;TROT THE BOUNDARIES 1-
H BEARING PARCEL NUMBERS 17473,17531 AND 18070.HAVING A DEED REFERENCE OF BOOK 2296 PAGE 950 AND PLAT DEED BOOK 447 PAGE 707 NOT SURVEYED ARE CLEARLY SUPERVISION
INDICATED AS DRAWN FROM INFORMATION SHOWN HEREON;THAT THE
REFERENCE OF BOOK 26 PAGE 81 RECORDED IN THE CHATHAM COUNTY REGISTER OF DEEDS. DEED BOOK 464,PAGE 125 RATIO OF PRECISION AS CALCULATED IS N:10,000,THAT THIS PLAT WAS PREPARED IN ACCORDANCE01
2. PROPERTIES SHOWN HEREON ARE SUBJECTED TO EASEMENTS AND RESTRICTIONS OF RECORD THAT WOULD BE DEED BOOK 539 PAGE 356 WITH G.S.47-30 AS AMENDED.WITNESS MY ORIGINAL SIGNATURE,
REVEALED BY A THOROUGH TITLE SEARCH.THIS PLAT SHOULD NOT BE RELIED UPON AS A COMPLETE RECORD OF ALL DEED BOOK 588 PAGE 705 .M Line Table Line Table Curve Table
EASEMENTS THAT MAY AFFECT THESE PROPERTIES. DEED BOOK 599 PAGE 299 THIS 17 DAY OF .TVNi ,A.D.,2024.
3. THE UNIT OF MEASUREMENT IS U.S.SURVEY FEET(FT)UNLESS SPECIFICALLY NOTED AS METERS(M). DEED BOOK 661 PAGE 614 i0 r ^
4. ALL DISTANCES AND COORDINATES SHOWN HEREON ARE LOCALIZED,GROUND INFORMATION,UNLESS SPECIFICALLY DEED BOOK 798 PAGE 932 V rIIC/1 v � Line# Direction Length line# Direction Length Curve# Radius Length Tangent Chord Bearing Ch.Length Delta
NOTED AS"GRID". DEED BOOK 890 PAGE 315 ``�� R���' Cl 905.00' 30.00' 15.00' N46°21'41'W 30.00' 007°53'58"
Q� EMI, (�� LI NO3°45'34'W 65.81' L28 S67°45.34'W 36.02'
5. AREA(S)CALCULATED BY THE COORDINATE METHOD. DEED 80OK 1133 PAGE 37 s O,RPD N< ..: DAVID S.CLARK,PLS
6. NO NCGS MONUMENT WAS FOUND WITHIN 2000 FEET OF THE SITE. DEED BOOK 1144 PAGE 822 _2: T= NC.LICENSE NUMBER L-4729 L2 N47°20'49"E 41.46' L29 N85°28.44'W 14.35' C2 905.00' 81.26' 30.64• N49°15'00'W 81.24. 003°52.41"
7. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITIES THAT MAY DEED BOOK 1411 PAGE 556 =` SEAL
OR MAY NOT BE PRESENT ON THIS SITE. DEED BOOK 1419 PAGE 256 ' • L-4729 L3 N56°34'45"E 8.48' L30 N65°28'441W 47.69' C3 260.00' 99.03' 50.12. 568°35'49•W 98.43' 021.49'24"
8. ALL PROPERTY CORNERS SET ARE SB"IRON PIPES SET(IPS)FLUSH WITH EXISTING GROUND UNLESS OTHERWISE NOTED. DEED BOOK 1634 PAGE 109 a -., Q.,• I.DAVID S.CLARK,HEREBY CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE
O AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDNANCE THAT REGULATES PARCELS OF LAND. 9
9. NCDOT DOES NOT ACCEPT MAINTENANCE RESPONSIBILITY FOR THE DRAINAGE STRUCTURES AND PIPING OUTSIDE THE DEED BOOK 1689 PAGE 677 -%.�0'H°SURNEA-'�'"" L4 S78°45'34"E 48.29' 1.31 N88°33'09"W 82.15' C/ 301.69' 34.82' 1].43' S53°50'S1'W 34.80' 006°36'S3" Z
NCDOT RIGHT OF WAY. DEED BOOK 1974 PAGE 390 Q- 0
DEED BOOK 2214 PAGE 583 "'/PD. ."`" L5 N70°I7'44"E 10.70. L32 N78°38'28'W 31.01' C5 260.00. 52.03' 26.10 S85°I4'29'W 51.94. 011°27.56"
10. NCDOT STORMWATER B NO RESPONSIBILITY FOR THE OPERATION,MAINTENANCE OR LIABILITY OF THE STRUCTURE DEED BOOK 2298 PAGE 16100 / LB S70°18'33"E 4.22' L33 S88°43'3TW 25.34' CB 350.00' 216.94' 112.08' S73°13'02"W 213.48' 035°30'51"
STORMWATER BMPS. PLAT BOOK 26 PAGE 81(CURRENT) I l
11. HOMEOWNER'S ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE ROADS UNTIL ACCEPTANCE OF THE ROADS PLAT BOOK 32 PAGE 13 L7 N83°5T01"E 40.30' L34 S54°16'S9"E 26.23' C7 350.00' 365.15. 201.16. S25°34'19•W 348.82' 059°46'35"
BY NCDOT. PLAT BOOK 88 PAGE 168 DAVID S.CLARK,PLS N.C.LICENSE NUMBER L4
12. NO COUNTY WATER AVAILABLE. PLAT BOOK 88 PAGE 169 L8 N71°35'58"E 40.72' L35 582°41'48.W 79.58' C10 200.00' 55.88' 28.11' S17°41'50'W 55.68' 016°00'12"
PLAT BOOK 89 PAGE 88
PLAT BOOK 99 PAGE 298 L9 S57°47'40'W 52.97' L36 S8741'48'W 92.88' C11 25.00' 17.50' 9.12' N81°22.18"E 17.14' 040°06'03"
PLAT BOOK 2001 PAGE 335
PROPERTY DATA PLAT BOOK 2003 PAGE 318 L10 S57°47'40'W 80.00' L37 N82°41'48"E 76.09' C12 630.00' 108.62' 54.44' 583°3102"E 108.48. 009°52.42"
PLAT BOOK 2004 PAGE 274 L12 509°41'44'W 3.01' LOB N0718'12'W 50.85' C73 25.00' 37.1T 22.98' S45°51'53'E 33.84' 085°1 1'00"
CURRENT OWNER:PEA RIDGE DEVELOPERS,LLC OTHERS AS SHOWN HEREON
SITE ADDRESS:1029 N PEA RIDGE RD PITTSBORO,NC 27312 L13 N11°25'19"E 15.49' L39 NO3°16'23'W 50.46' C14 200.00' 45.2T 22.73' S3°12'41•W 45.17' 012°58'07"
DEED BOOK 2381 PAGE 795
DEED BOOK 2381 PAGE 815 L14 N11°25'19"E 59.17' L40 N09°41'44"E 63.01' C15 55.00' 129.79. 133.48. 378.56.52"E 101.70' 135°12'41"
PLAT BOOK 26 PAGE81
PARCELS.'17473,17531,AND 18070 L15 50716.23"E 52.77' L41 N25°31.57"E 67.94. C16 25.00. 12.16' 6.20. N47°23'02"E 12.04' 027°52'29"
ZONING:R-i(RESIDENTIAL DISTRICT It L16 S78°34'41"E 92.04' L42 N2741'57"E 51.39' C17 55.00' 31.73' 16.32' S5'11'09'W 31.29' 033°03'21"' d
L17 56017'11'E 91.13' L43 66744'21'W 45.71' C18 55.00' 31.73' 18.37 53714.29'50 31.29' 033°03'21" Z
FLOOD CERTIFICATION L18 S55°05'34"E 23.68' L44 N00°30'08"E 66.55' C19 55.00' 42.84' 22.57' S77°05'08'W 41.77' 044°37'53"
UPON EXAMINATION OF FLOOD INSURANCE RATE MAPS R 3710977100K
AND 3710976000K,DATED 71/1]/2017:THE SUBJECT PROPERTY LIES IN L19 S68'17'11"E 90.37. L45 NOB:23'03.W 74,57. C20 570.00' 20.52• 10.26' N79°36'33"W 20.52' 002°03.45"
ZONE"X",WHICH IS AN AREA DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN. L20 S48°45.53"E 15.25' L46 S89°00'12'W 77.25' C21 570.00. 125.67. 63.09. N86°5124'W 125.42. 012°37'57"
(11*
L21 N81°35'42'W 72.75' L47 N4048'14'W 18.87' C22 200.00' 14.07' 7.04' 08042'4730,1 14.07' 004.01.49"
STORMWATER CONTROL MEASURE NOTE: L22 583°34'46"W 79.26' L48 N21°44'09'W 59.99' C23 55.00' 43.8N 23.17' 558°58'24"W 42.70' 045°41'17"
THIS PLAT CONTAINS A STORMWATER CONTROL MEASURE THAT
MUST BE MAINTAINED IN ACCORDANCE WITH THE RECORDED L23 583°34'46"W 35.88. L49 N06°20.28"E 17.01' C24 25.00' 20.32. 10.76' S59°24'46'W 19.76• 046°34'03"
COVENANT OR OPERATIONS AND MAINTENANCE AGREEMENT.
L24 N875022'21/ 60.28. L50 574°16.58"E 43.47. C25 55.00' 54.82' 29.93. 969°37'51•W 52.57. 05706'13"L25 57700'12'W 4.30' L51 564.03'052 35.91' C26 55.00' 32.57' 16.78' N24°06'44'W 32.10' 033°5601 l//.�•
E GROUP
L26 S72°00'12'W 43.50' L69 N89°01'33'W 6.33' C27 55.00' 31.12' 15.89' N9°03'56"E 30.71' 032°25.19" V
L27 S79'23'05"W 61.67' L128 525°41'57"W 45.00' C28 25.00' 20.32' 10.76' 574"01'11"E 19.76' 04034'03"
C29 55.18' 99.69' 70.01' N7716'13"E 86.6T 103°3042" 301 GLENWOOD AVE.220
C30 280.00. 58.85' 29.55' N712'41"E 58.72' 012°58•07" RALEIGH,NC 27603
-- �� Permanent Drainage C31 25.00. 39.27' 25.00' N41'43'37"E 35.36. 090°0000' PHONE: [phone]
LINE AND HATCH LEGEND 11=\,' `1 ,_\WAra tl f Easement Line Table c32 260.00' 18.29' 9.15' N84°4242"E gs9' 004"0149" FAX [phone]
PROPERTY LINE(PL) �'1��k ,� 111
=..` ��,'At Line# Direction Length C33 260.00' 72.62' 36.55' N17°4150"E 72.39' 016.00'12"
- -PL NOT SURVEYED . `_■ A' 1,,, PDEL78 N88°43'37"E 179.98' C33 410.00' 259.13' 134.06' N3°37'32"W 254.84' 036°12'43" WWW.Cegroupinc.COr11
REVIEW OFFICER CERTIFICATE � ,�,-� _ `' us Hwr 64
PL HEREBY REMOVED '�
STATE OF NORTH CAROLINA '��, PDEL77 N15°00'27'W 6.78' C40 200.00' 160.68. 84.98' N2°41'03"E 158.39. 048°01.48"
R/W RIGHT-OF-WAY LINE ���� ��'�M`
COON OF CHATHAM ♦� License#C-1739
L,, 7�'/.'' lk `� PDEVB N74°59'33"E 20.00' C42 410.00' 547.38' 323.18' N52°43'38"E 507.62' 076°29'38"
ft RgV SEPTIC EASEMENT LINE #1fa�
I, M 1'lfe w REVIEW OFFICER OF CHATHAM COUNTY,CERTIFY MIHIL11:211.filik111717;111111111111111111rAltranallnill
,• I
C43 857.92' 174.02. 87.52' 865°22'20'W 173.52' 015°09'18"
THAT HE MA 0 FL4T TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY -- - - - -SIGN EASEMENT LINE PDEL79 S15°o0'27"E 10.91'
REQUIREMENTS FOR RECORDING
-•- _-' -LANDSCAPE EASEMENT LINE PDEL80 SST:22'15"E 30.96. C44 905.00' 5574. 27.88. N37°58'17"W 55.73' 003°31'44"
11t 1-e ��� - - - -CREEK CENTERLINE I..�.■..
V17 ♦ PDEL87 S02°38'32'W 30.00' C45 905.00' 30.02' 15.01' N40°39'10'W 30.02' 001°54'Ot"
PERMANENT DRAINAGE EASEMENT �..��'+�11111111111112
,' .
REVI OFFI R PDEL82 N87°2715'W 26.61' C46 200.00' 36.60' 18.35' N56°18'33"E 36.55' 01729.05" Z '
PERMANENT SLOPE EASEMENT `" , ,` J
Le s� 1�Q -'--'---PRIVATE STORMWATER EASEMENT .,• PDEL83 N88°29'09'W 36.3T C47 200.00' 102.70' 52.51' N78°75'46"E 101.58' 029°25'22"
DATE I,,•�-�_ ��- 1 PDEL04 N87°07'32'W 15.41' C49 905.00' 60.78' 30.09' N43°30'2fi"W 60.15' 003°48'31" Oct
- -•-'-•- -•-STORMWATER CONTROL MEASURE EASEMENT 1♦.. '`� i
STORMWATER CONTROL MEASURE POND WI,
��11``r�0��. �. AO PDEL85 NII"09'13'W 42.06' C71 260.00' 215.23' 114.21' Si°59'02'W 209.14' 047°25'S0" Q
CERTIFICATE OF APPROVAL FOR RECORDING - - STREAM BUFFER �� s spisori
PDEL88 N80'09'05"E 30.54'
I HEREBY CERTIFY THAT THE SUBDMSION PLAT SHOWN HEREON HAS BEEN FOUND TO "2T T WETLANDS _•��` B. PDEL87 313°O6'24'E 22.93' F.
COMPLY WITH THE SUBDIVISION REGULATIONS FOR CHATHAM COUNTY AND THAT IT HAS ILIA ry
BEEN APP� FOR RECORDING IN THE OFFICE OF THE COUNTYREGISTER OF DEEDS. ^1111'1111111,11111"111'I I I V STREAM BUFFER HATCH tom`. •�� ,4.1' JORDAN PDEL88 687°22'15"E 21.19' LL
�i/ LAKE Permanent Slope Easement Curve Table (� 0
Vj //,,7 A WETLANDS HATCH l "11°4*A
PDEL710 N73°56'17'W 77.32' JZ
POEL711 N18°03'43"E zo.eo• Curve# Radius Length Tangent Chord Beanng Ch.Length Delta O JD ��PERMANENT SLOPE EASEMENT Ir,t�FAS�Il��•• „ ' O }PLANNIN DIRECTOR ORAURfORIZED REPRESENTATIVE ■ PDEL112 N73°56'17'W 2456' PSEC54 10.00' 12.51' 7.22' S98°14'42"E 11.71' 071°39'47" N
PERMANENT DRAINAGE EASEMENT ■r...,''I PDELI22 N15°00'2TW 45.17' PSEC55 10.00 14.25' 8.84' S27°27'04'W 13.0T 081°38'07" J IY Z
DEPARTMENT OF TRANSPORTATION r _ Cl- W
DIVISION OF HIGHWAYS i- `` ```I H SCM MAINTENANCE AND ACCESS EASEMENT ■ PDEL123 N74°59'33"E 20.00' PSEC56 10.00' 71.51' fi.49' S86°O6'19'W 10.88' O85°58'38"
PROPOSED SUBDI ROADS �.�','` ® PDEL724 S15'00'27"E 49.33' PSEC57 10.00' 14.75' 8.55' S88°44'Oi"E 13.00' 081°04'4fi" 7 1 1 I Q O Q
MINIMUM DESIGN STANDARDS CERTIFICATIO1.11 N
!� L.L.1 c
APPROVED -l'"yn�•.4MfiMA'4e- ���� , . O > �F�-//' W G
DISTRICT ENGINEER �.�= .�\ Permanent Drainage Easement Curve Table COLL > <
'�','/U 11111rAl./�i`����!l,, NORTH Curve# Radius Length Chord Bearing Ch.Length vJ 0 LU LU in I-
DATE '�J C.•L4 - O Q
• 111 LLL SYMBOL LEGEND VICINITY MAP PDEC52 365.61' 84.24' N14°44'25'W 84.05. I CC U-1
PROPERTY CORNER FOUND NTS PDEC53 410.00' 118.90' S6°10'22'W 118.48.• v 0 C.)
CERTIFICATE OF OWNERSHIP AND DEDICATION mLL
I
I(WE)HEREBY CERTIFY THAT IAM(WE ARE)THE OWNER(S)OF THE PROPERTY SHOWN AND 0 PROPERTY CORNER SET PDEC87 200.00. 46.89' N13°38'S4"W 46.78' Ct ��_N/ a
DESCRIBED HEREON AND THAT I(WE)HEREBY ADOPT THIS PLAN OF SUBDIVISION MATH MY //D� LL
(OUR)FREE CONSENT,AND DEDICATE ALL RIGHT-OF-WAYS,STREETS,ALLEYS,WALKS, 0 COMPUTED POINT VJ
Area Table Private Stormwater Easement Curve Table W Z
EASEMENTS,PARKS,AND OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS NOTED. Stormwater Control Measure Septic Easement Line Table _
DATUM CONTROL POINT LOTS 64.01 AC 2,788,329 SF
9i OD4�17 2024 Easement Line Table Curve# Radius Length Tangent Chord Bearing Ch.Length DeltaCL
oe�s Line# Direction Length
RAN 5.28 AC 229,931 SF
Line# Direction Length SEL52 N85°48'34"E 718.26' PSWEC66 410.00. 8.72' 4.38' N75°05'22"E 8.72' 001°13'O6" O
h AM4s44Sr.. OPEN SPACE 6.18 AC 269,000 SF
OIN UT OAGENT TOTAL 75.47 AC 3,287,260SF SCML115 N84°25'42"E 68.01' SEL53 S31°12'24"E 42.70' L1.I
SCMLi ifi 573°55'46"E 58.74' SEL54 S22°29'24"E 59.68' Permanent Slope Easement Line Table a
TOTAL LOTS:30 SCML117 S89°10'22"E 94.8T 0
FORM 2 TOTAL OPEN SPACES:2 SEL55 S11°42.22'W 34.88' I
ABBREVIATIONS PUBLIC ROADWAY LF:3,649' SCML118 N65°27'40"E 72.11' Line# Direction Length
SEL56 N86°37'S5"E 628.25.
ADEQUATE SOILS CERTIFICATION OF REVIEW BY LICENSED SOIL AC ACRES SCML119 N82°11'27"E 40.34' $EL57 500°30'09"W 9078' PSEL93 S14°29•i6"E 74.85' W SCIENTIST AG ABOVE GROUND
2.� BG BELOW GROUND SCML120 SOW:16'23"E 159.12' PSEL94 509°27'10'W 33.96' Z
I HEREBY CERTIFY THATLOT(S)1-30 SHOWN ONTH' �"-4`tNr�4 Y DB DEED BOOK SEL56 S25°43'49"E 154.12'
HAVE BEEN REVIEWED IN ACCORDANCE WITH THE
-.. . �AND RULES IPF IRON PIPE FOUND SCML121 NO3°16'23'W 112.89' PSEL95 S10°35'27"E 84.32'
FOR SEWAGE TREATMENT AND DISPOSAL SVSTE r' •S�He(IL4, ON THIS SEL59 581°42'50"E 11.58'
.4. • • '17Z IFS IRON PIPE SET
REVIEW OF EXISTING SITE CONDITIONS THE LO SETS IRE IRON ROD FOUND SCML127 N41°43'21"E 59.12' PSEL96 S33°04'37'W 38.61'
THESE REGULATIONS. SEL60 N42°31'59"E 183.30'
G•'CD FR NBS NO BUILD SETBACK Survey Date:
CERTIFICATION DOES NOT REPRESENT APP: AL4,,,�����-���jjj 4-K. AL N/F NOW OR FORMERLY SCML130 S54°18'02"E 22.18' SEL61 688'41'08"E 51.46' PSEL97 521°OB'54'W zo.1e' APRIL I I,2024
SITE APPROVAL FOR ISSUANCE OF IMPROV ENT •4.0 • TION IN PB PLAT BOOK SCML131 N88°40'03"E 143.58' PSEL98 SO4°32'30"E 51.43'
FORCE AT THE TIME OF PERMITTING AND I'' PE • LETI:.OF PG PAGE SEL82 N84°OD'S4'W 213.12' Scale:
INDIVIDUAL SITE EVALUATIONS FOLLOWN4,-PLI4 ✓ Ii t 4 ', ERA PIKE PARKER-KALON NAIL FOUND
DETAILING A SPECIFIC USE AND SITING L�{ '5✓ D SEL63 N25°43'49"V4 182.48' PSEL99 S18°54'03"E 58.53' NTS
RRSPK RAILROAD SPIKE FOUND
ANY CHANGE IN USE OR ANY SITE ALTERAT: Y E3U o-EV4 TON RNV RIGHT-OF-WAY -- - PSEL100 S26°46'25"E 49.96' Drawn:
SEL64 N00°30'09"E 150.83'
OF CERTIFICATION. l "'^'+' SF SQUARE FEET Private Stormwater Easement SEL85 N66°44'20'W 33.95'
%'.:14 1284.. �P TYP TYPICAL CKT
6 n 24 ,.• W/ WITH Line Table Checked:
�. •-� 1# LINE# SEL66 N80°i 8'16'W 155.37' Sign Easement Line Table
DATE NC ICENSEDSOI '•• "' i• Ck CURVEX Line# Direction Length - DSC
'"Y
PDEL PERMANENT DRAINAGE EASEMENT LINE SEL87 N25'41'57"E 15.80' Line# Direction Length
PDEC PERMANENT DRAINAGE EASEMENT CURVE PSWEL101 S82°03'18"E 50.72' Project No.
FORM 19 PSEL PERMANENT SLOPE EASEMENT LINE SILOS N79°11.22'W 116.99' 141j-00 1
PSEC PERMANENT SLOPE EASEMENT CURVE PSWEL102 568°06.54"E 201.34'
PSWEL PRIVATE STORMWATER EASEMENT LINE SIL70 528°26'54"E 30.00' Computer Dwg.Name
JURISDICTION AND PERMANENCE OF THE FEATURES SHOWN HAS BEEN DETERMINED BY SCML STORMWATER CONTROL MEASURE EASEMENT LINE PSWEL103 $78°50'23"E 28.01' -
DREW BLAKE WITH CHATHAM COUNTY WATERSHED PROTECTION AND TERRACON.REQUIRED SEL SEPTIC EASEMENT LINE SIL71 S58°2T39"W 25.14' V51_I48-00I Rre Sub.dwg
BUFFERS WERE MEASURED LANDWARD FROM THE OUTER LIMIT OF JURISDICTION.CHATHAM SIL SIGN EASEMENT LINE PSWEL104 N7713'01"E 3.24'
COUNTY WATERSHED PROTECTION ORDINANCE PROVIDES DESCRIPTIONS OF ALLOWABLE $IL72 N31°13'37"W 30.50'
USES WITHIN PROTECTED AREAS.LOT NUMBERS I-30 ARE SUBJECT TO CHATHAM COUNTY PSWEL105 517°46'59"E 20.00' _
BUFFER REQUIREMENTS. • SILTS N45°26'27'W 31.04. Sheet No:
PSWEL106 S7713'0111/ 8.78'
SIL74 S52°02'35'W 30.10'
PSWEL707 N78°50'23"W 35.07'
FILED Jun 20,2024 12:25:41 p1n ,p'� SIL75 S55°28'40"E 30.95'
PLAT SLIDE 02024 -0217 LUNMYA.CWNT1Y15555ff NO PSWEL108 N68°06'54'W 200.42'
INSTRUMENT 05211 of OEm& PSWELI09 N82°03'18'W 50.50. Of 2
aWaq ...af

I WILLIAM BISENIUS AND 1
JULIANAS BISENIUS
OB 1863 PG mot / . �. `.�4, L•
I PB 88 PG 169 L 711. TA/ n111W- vi/ • 1-
PARCEL:879B3� \ 1ii �`� 55 ,, �' /UI F
\ -1.. . •\19I� f'� .1,��,•/iro`', 0
// \ r,1 '11-11"1WAI i„ 41- USHWV64 _
igt
\ JOHN M.FLACK AND '•-,illan��yq00�� -P
\ NANCV P.FLACKDB PG 932 / �i„\� 440: r�.S
3gE oe sG y PBS.ePG 288 , ,•�,L�\(1`� �•K + 6 VERET
N63 A'3 MS �+g \ PARCEL:67982 T� \O ��� (n
,Lte w \ /r \ ;1•��'�� ��/ •
LAKE O
LOT 14 CARSON E.IMLSON AND
3490 AC INq M.WILSON ' „�
152012 SF DB 588 PG705 i .•' (n
PB 88 PG 169 \ N70°3110°E ' SAG �� tf�'f' A.
MICHAEL OCONNELL R 02 BG E ,180?5 fa1��,�I
RCHAEL J.
RAY O NELL ANDL n PARCEL.87043 •36`•+0 11 1,1'111 0 W
// DB 890 PG 315 rc t>��MT, P�•iy., 1.1 '
) PERENNwLS LINES SHOWN FOR REFERENCE; \ NT11�aT •t111, 11`U1�_���PB 2001 PG 335 �Nen _L9 9tt111111y1(1' 1 LB CENTERLINE OF BIG BRHNCHIS Nt1 ' • 11'11„1U, �' �•(.i.-`NORTH PARCEL:1]480 HS\ 1t6G 11,11 11 111•�5���1111 S>° ' 1}u
SBB°0136 E 589 0138'E INEOFSIG
BR 139.86 jJ S �1/`
NC GRID(NAD 83/2011) 8 . -11'5 201' ��11 �11 1 11 PL9 N, M- 1 125.08' ' 13148' 1 0 IBa3E L7 i\E13755:71)'EteT7
1E1•E , ! „11i ��'`f 4,��0 117 - 9 ��'L„,,,, '�8j'111\, L22 L21 13 OP1
/ F ����111a► •
• 160' 0 150' 300' 1NP'�P^0 cpazl' 'A 1 o�'� ���:�.��_ 1�M�11�t scM9 1111' • [9 ' I �?l31 U 1'1 DAG 111' 1, 1� ' 1111 �� I /m e9 �� ���� SD ��������� �� � LOT 24
SCALE',1"=150' U 4,
„p19°AT sre'IPF L ,11 i�llll11� 11 1111 VA 1 , ML1ee.SCML1,] ^LLL 1� ,1 1 •,,
tL�' 14 o.z AG �1 'u 0.LLLL �.:PLC, :,N EBL LL'.is 3.908AC
�. 173,734 SF ANNE HARRIS ENS ETUX VICINl1•Y MAP
.\ v .LL LLL`ALL LLLL,,.G
L. LLLL _ LLLL • DOUGLAS PAUL ENS
w - L i�LLL LI LL- m r F �-r- m 0 F De m34 Pc+oe NTS
�.�d,e9 9.,AG LOT 13 _ [ LL L AH�Cp L7 LLB -r- g O ;N O °„) pB 88 PG m8
eN ,, � 1.624AC g L.LLLLLL �(((��r.L LLL §_ ,' - g;0 P{ -1 O
LOT 16 se LL 2 Lb a O w e 5., c• ?G c D ,i N D N PARCEL:8]045
LOT 12 a ]0,759 SF LOT 15 & 1.874 AC ,8]�9?•EL L3a`L LLL LL • m D"5 J m T n C9 m .„.Z.,'i m r0 N ^I TO W
1.841 AC 72.932 SF ,5@. '7 O ID Z
b� BLusx 706585 SF 71,500 SF g m �' 'L LLLLA° eIrL EASEMENT
1.^dry 'Sts 2 LOT 17 •EL°0sa3°,62a^E�0 ed'37 AC G'�y, LL
LOT 11 I "F 1.926 AC -Oi L 1]4.21' S88513'37.
pR F A13x 1.939 AC 4j g, Ras.O 83,686 SF +R L1 LL LOT 18 tw sa' ,a P
,g ,sf 34,461 SF L°` PB9Ele2 2.225 AC
��s'r' ,. C19 •n$'Iy 9_w" PSwELei 96,939 SF • G CAP
O� • L 9 PDELt23 PSwEL90 ,
9 a 0
�� 14 aG • ,See. a < r."---Po
POEL122 •. • 135.33' L38 • C26 43 • \\\ '
•CMG' •258 4T
,7'Il, a L3j 192.2p' PDEL125 M7 PSWEL89I .85' S88° '3]"V 39804'
M1 S, 0 NBS°49'18'E MB° ,w 238.54 "5•• G2 L35 S82°41'48'W • . C27 g a \\
• LIS • 94,9•p • 34'41 •. C21 L3] C28 S88°43'37'W
a 512.71' • • N8.13'37•E 46.09'(TOTAL) 41'48"E C29
SEL52 C SEL53 LOT 10 4,, •^C 7 01t WHITE SOUND WAY GREEN TURTLE LANE sa sa 3 N82 R=s5aa
4,^ LOT9 2.502AC 15ar C16 • S]897'71' 6072484/CgiW 60'PUBLICRM1Y 235.03' 179.98' •• 231.71' �• irrlP 1146.02'ROTAL) 587°OB'42'W \ CE GROUP
•'v4 109,006SF 4f^ FLUSH u PF 129.05' 0360 in.0o' ,n'PP
SEPTIC EASEMENT SEPTIC Cis 3q' E• _ •O3 ^• 435.43'ROTAL)� PDELi) PDEL]B ME) sso G1' vWc.' IFLUSx
EASEMENT C12 '•`06°43'3TE �DEL76 433.38' 28.61' 4'aG
0.870 AC ~-SEA PDEL]9
1.51. 37,916 SF ( --__ A L,4 "of,G I
/-•-SEL53 SEL56 L19 5.278 AC I ' DARYL W.MADDOX
/� --A0.92'---_-- 66'IPF TRIANGLE °' '° 10%itl
256.22 6 • SBB°57'S6'W 03•AG g• SmiGxi 229,891 SF I DB 1419 PG 256 301 GLENWOOD AVE.220
/ e,,921t 94.26' N FF 851.41'(TOTAL) u GLE AREA IN RIGHT OF WAY I I PB e0 PG lee
0 G up LOT 9 Ii U DALE LAURENCE HANGLAND I PARCEL:66868
/ / as AG I ts85 •AC LOT 25 S I D91411PG 560 I PHONE:[phone]
IPF FREDE IZA C.KULL UL ETUX
1.943 AC PB 88 PG 166 ELIIABETH C.KULL
/ 69,058 SF A 4' N PARCEL:85404 I DB 2214 PG 563 FAX [phone]
84,656 SF PB 88 PG 168
/.y . MI MELISSA°NHAEL LETUX I g -$ PARCEL:672.
`t' P MELISSA O'NEILL $q•
/41f 4>$/ P82004 PG274 I • Seo.,o•16•E Li '• 291.76• www.cegroupinc.com
QQ•'4 / PARCEL.81599 \ • 2E0,9, • N80°18'feryy ,
0�Q'S'/
CAMERON R.STEPHENS AND
/ \ STEVEN JOHN MANNING ETUX g LOT 8 a g LOT 26 TERESA B.STEPHENS License#C-1739
\ ALLISON KAT MANNING # 1.605 AC p 4' 1.554 AC DB 599 PG 299
/ PBDB 1144 PG 822 204 PG 274 188
69,902 SF 8 a 6],695 SF PARCELPB 88 PG60040
IPARCEL:61800 Q a M 9 1
I • 580°18'1fi^E • 323.65• y
14 Q
338.5y • Nem18'1e'W PSEC88(TIE) I
t.
LINE AND HATCH LEGEND I j LOT 7 S$ LOT 27 • 71 -,r PSECBB O
1.826 AC g O 1 (TIE) PSECB] O
�2 v k 1.553 AC t \
Ms
PROPERTY LINE(PL) I 70,832 SF 2 67,830 SF g q�q PSEC66 • \ \1\ 1 Q
-PL NOT SURVEYED $°' S'N /� 1 t. 0
PL HEREBY REMOVED • 580°1e'l6T �' • PSEL96 • PSEL100 I
61w RIGHT-OF-WAY LINE $ 3]i.51' $ Nep 1Bigryv -. I (-
SEPTICEASEMENTLINE R4G L12 • • lace \ PSEL99
N o
o. o
SIGN EASEMENT LINE ------''- 3231, LOT 6 v g" LOT 28 - _ -�
off 0
LANDSCAPE EASEMENT LINE ' 7.539 AC • tR'IPF wrCm PSELB4 • J O
-...-...-...-...- a 87,0255E •
1.720AC 04'aG \�1-1�711
- --- -CREEK CENTERLINE .77 ro Ake '1''
74,938 SF * PDECsz(TIE) PDELes O
PERMANENT DRAINAGE EASEMENT S 3N IPF BT)3 ng IIIOIIIIIIIIIIIIIIIIIIIIIIII'O. jig PDEL82 �� Q �N/
0.6 AG 3aI ,» 410.45• r� LL
- PERMANENT SLOPE EASEMENT o'N w0 pDELa4 Z
• N50°18'15 PR \ 1��� ��__ Ja. N UJ
--•--•---PRIVATE STORMWATER EASEMENT ,(, IT
e ,io^$ ME#IAC=Te9CMo4 • i � /.1-;/ I Li LL Q_
1 RIPA N y 1 2.85' 'W NANCE aNO J� Q
---•---'-•-•-STORMWATER CONTROL MEASURE EASEMENT •PF 1 OUFFE' g • 52 B5 PDEL81 'ram �r�= Z w O O (�
}w .0EB3 EASEMENT PD..
STORMWATER CONTROL MEASURE POND CARL ANSTROM ETUX .@ 0'4� Io V 'L•LISEL6-•--•L BASF ERIUANNE BNANAND " w__ \ J
PAUTAANSTROM 'Ti �L BL L'1... LOT 29 LUANNE BANNAN ��� O /J 1- ,.. 2
STREAM BUFFER 081133 PG37 m • EL8]- 7 DB 881 PG 614 • PDEL88 r`_,
L..r����yBEle5- yy 3.999 AC I�� 0
> Q
PB 2004 PG 274 2 LO L LIL ggIL SELIP 5� PB 88 PSEL98 W =
WET WET WETLANDS PARCEL 8803E PDELBO
1` 9 PARCEL:81601 t I. 174,1]5 SF g 1 1 1 1 1 i
�111111111'111,111'I1111,111 STREAM BUFFER HATCH !1 \kV- 5.181 $PDL L'1 SCML13ML121 ^ E4 '1,�111`1 1.J�L�1OPDEL88 /_ Q w �l
VVV224,]• e aPDEL111�;}�� N41°d3'21"EPSEL93�. LLSCML130 128.51' , /1III \ PDEL1f0 SCML131 1'V////////�j/////A WETLANDS HATCH \\ \ 111,° ,s aa' �� • PDELa7 I� Q LLI =
PERMANENT SLOPE EASEMENT \ \"p F • 11PO(TI.' • L4]4.ER �� QQ\ ECBEmBRT -SEL61• 1���� 1 1, 1„`�.� , 71 1 , n- Q 'F Kw� G \\0m �// PSELB] WLLPERMANENT DRAINAGE EASEMENT ,1 y�\\ SEL50/ PSEC54 CO11� q' LA9 1 r/, \\1r / g PSELBB VJQ UCI 1 I 1 I_1-1 1 I In SCM MAINTENANCE AND ACCESS EASEMENT a.� \� /1 • Q9 ' 1�j� e,1// LOT5at' F W Z
1 `1(o.( Ley SEPTIC EASEMENT 1-
1h to'$ 0.752AC _ PSEC89 '1 Q'VIIIttAnSi
11 11t1� ! •9 32.762 SF 1 u O L••� O
RICHARD BODUN,TRUSTEE OF ; \F° �� 'S'Sz Y PDEC53(TIE)
THE RICHARD BOULIN TRUST ♦ hhh $i
PDB 1974 PG 390B 2004 PG 274 1)' 'iy1111� , I111�1,��1�FL\I 11
1
PARCEL:81802 r�1111,4 y 1�1 41, 1 °°111
1 �g�en§ nM" 1.1111 „rzR' Oi 3, ,I 11 3.��11„�.. t1,1,1�1��'1\171114,
� ��� �yllll \L\ �� 1���1,,, � 2 INSETi:ia,,-, ill , 1V OPEN IQ AG „,
.. 1��1,. ",Y�"' `„ , �a�191 %������ SPACE 2'IV .''R n - v Z
SYMBOL LEGEND - OT'eT1 LOT4 , 111eeie3SF�II �11T1t 1141h ara�F 1 - 50 .
• PROPERTY CORNER FOUND LO AC LOT 3 2.163 AC •�\92 u 11 R/@(��Rf44, •S.P,(p'4' Survey Date:
68,541 SF .. LOT 2 1.793AC 94,1995E Ii' �0a�\ e 4(�� '� APRIL 2024
O PROPERTY CORNER SET so_w m, 1.624AC 78,117SF (4Y 0, tVEL103 I BASEMENT 70,725 SF �''l' tr PSVEL10B°i GENERAL NOTES scale:
L COMPUTED POINT 18 70 AO, PSWEL104
'\0 PSWELtOB 1. THE PURPOSE OF THIS PLAT IS TO PERFORM A SUBDIVISION OF LAND AND CREATE 30 NEW RESIDENTIAL LOTS ON THE
SIGM PSWEL105 I"- 150'
0.3•AG MANGLE PSWEC68 • PROPERTIES OF PEA RIDGE DEVELOPERS,LLC LOCATED IN NEW HOPE TOWNSHIP,CHATHAM COUNTY,NORTH CAROLINA;
DATUM CONTROL POINT P3WEL106
R/�� • (TIE) ORANGE BEARING PARCEL NUMBERS 17473,17531 AND 18070.HAVING A DEED REFERENCE OF BOOK 2296 PAGE 950 AND PLAT LIII II/ Drawn:
REFERENCE OF BOOK 26 PAGE 81 RECORDED IN THE
REGISTER
W.BENYON THRAILKILL •7� .� 8BUSEME 9280 L69 Gab PSWELiO] WATERAUTHORITY
b8B 89 G356
SEWER 2. PROPERTIES
RED BVAOWN THOROUGHON ARE TITLE SEARCH.TED THISOFLATSHOULDM NOT TS ANDBE ELIEED UPONFASACOMPLETER CORD OF ALL 0T'0• ETIONS OF RECORD THAT WOULD BE ./...‘••••SDO�/ CKT
�i Checked:
DB447 PG707 lily E SIV3NT •C5•89°01'33 '• CS PARCEL:17538 EASEMENTS THAT MAY AFFECT THESE PROPERTIES. @.QO • 9
PARCEL 17536 So�b,l• G3 g 3. THE UNIT OF MEASUREMENT IS U.S.SURVEY FEET(FT)UNLESS SPECIFICALLY NOTED AS METERS(M). .Q SEAL r; = DSC
0.618 AC A GAT •889°01'33"E• LOT 30 M0T' ,�.A 4. ALL DISTANCES AND COORDINATES SHOWN HEREON ARE LOCALIZED,GROUND INFORMATION,UNLESS SPECIFICALLY = _
2e,eBBSF '��'11' •C°` L-4729 . = Proect No.
PUBLIC RNJ 'P SIL]5 98.93' • 3.758 AC 3 NOTED AS"GRID". i . )
w 4,•�Salo SIGN EASEMENT 163,704 SF °
HEREBY DEDICATED SILi2�"•�° 5. AREA(S)CALCULATED BY THE COORDINATE METHOD. jO 3 ,F$- 4B-OOI
• ‘9. SIL71 6. NO NCGS MONUMENT WAS FOUND WRHIN 2000 FEET OF THE SITE. /qV• Q
1 SRGN1tl 7. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITIES THAT MAY //�U• \P\\ Computer Dug.Name
V 99 S.\ SIGHT E OR MAY NOT BE PRESENT ON THIS SITE. ///I ll"VV������� V51 I46-ool Fvefly 5.�r..::•
Review Otficel's Certificate - -
STATEOFNOR CAROLINA,COUNTY OF CHATHAM ^g,,� - 8. ALL PROPERTY CORNERS SET ARE 5I8"IRON PIPES IBILI S)FLUSH WITH EXISTING GROUND UNLESS OTHERWISE NOTED.
�( / "y `� Ensem rvjJ • SEAFORTH ROAD(SR 1941) R/w 9. NCDOT DOES NOT ACCEPT MAINTENANCE RESPONSIBILITY FOR THE DRAINAGE STRUCTURES AND PIPING OUTSIDE THE
Al W, (jJl•1r Review Officer lb,Chatham County, ,'' Z' �3 8(P586 088) NCDOT RIGHT OF WAY. �`i/I•J/Z�
1. / m��pP �'.+•�\/ ` (P889 PG BB) 10. NCDOT ASSUMES NO RESPONSIBILITY FOR THE OPERATION,MAINTENANCE OR LIABILITY OF THE STRUCTURE Sheet NO:
certifyptthat�a,,m'�eg or plat to which this certification is zed meat I.4 4 �El STORMWATER BMP'S.
ell4 mro laaYitOtllfnts tbf recording. (Q II}O(�W'�Ie KENT GARLAND RHODES ETUX ?'p�' '`'•' - 31L83 ��y03 ./`t1� 11. HOMEOWNER'S ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE ROADS UNTIL ACCEPTANCE OF THE ROADS
ITfil 1JWU �••"�I,.pV Review Officer' 11 1 KIM WALKER RHODES ''o, O • •A'Ceti`I ORANGE BY NCDOT.
• ` DB 464 PG 125 Np •.?\4 '1 WATER AND SEWER 12. NO COUNTY WATER AVAILABLE. FILED Jun 20,2024 12:26:18 pm RLEo
PB 32 PARCEL G]450 13
4 Al RRS K AUTHORITY GWNTV NO
0.MBELOw DB 539 PG 356
PG 88 PLAT SLIDE 02024 -0218 LunOavA RIcr�NUF Of 2
C/PAVEMEMREGISTER
`a,,,,,,,,e, \NCGRIDNAD8312011 PARCEL.n53e -SEE SHEET 1 FOR CERTIFICATIONS,LINE AND CURVE TABLES INSTRUMENT 05212 oPOEEGs
• �1 �1, N:715,622.78'
/ \ E:1,979,458.0T
`/-I/�y11 (ems//{��\ 14\
v 0 c V 'q `o a 1� V