The URL can be used to link to this page

Home My WebLink AboutNCC242537_Site Plan or Location Map_20240820 DocuSign Envelope ID:7D53AD17-9904-4C05-95C6-07794F4B6624 CORNWALLIS CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF APPROVAL BY PUBLIC UTILITIES ROAD MAINTENANCE STATEMENT OF UNDERSTANDING NOTES: ROAD I HEREBY CERTIFY THAT I AM THE OWNER OF THE Harold G Carroll , Jr 1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND PROPERTY SHOWN AND DESCRIBED HEREON, WHICH THE DIRECTOR OF PUBLIC UTILITIES FOR JOHNSTON COUNTY, NORTH CAROLINA, I, AM RESPONSIBLE FOR THE DISTANCES SON—LAN IS LOCATED IN THE SUBDIVISION JURISDICTION OF HEREBY CERTIFIES THAT THIS PLAT MEETS ALL JOHNSTON COUNTY STANDARDS CONSTRUCTION, MAINTENANCE AND REQUIRED ROAD IMPROVEMENTS 2) AREAS COMPUTED BY COORDINATE METHOD. PARKWAY JOHNSTON COUNTY AND THAT I HEREBY ADOPT AND REQUIREMENTS FOR PUBLIC UTILITIES REQUIRED BY THE JOHNSON COUNTY OF THE SUBDIVISION STREETS ON THIS PLAT UNTIL THE EARLIER THIS SUBDIVISION PLAN WITH MY FREE CONSENT, ORDINANCES. UPON RECORDATION OF THIS PLAT, JOHNSTON COUNTY ACCEPTS OF THE FOLLOWING OCCURS: 3) PROPERTY SUBJECT TO ALL EASEMENTS AND ESTABLISHED MINIMUM SETBACK LINES, AND DEDICATE THE OWNER'S OFFER OF DEDICATION FOR PUBLIC WATER AND/OR SANITARY RESTRICTIONS OF RECORD. ALL STREETS, ALLEYS, PARKS AND OTHER SITES AND SEWER PURPOSES, ALL EASEMENTS, COMMON AREAS, AND/OR RIGHTS—OF—WAY APPROVED AND ACCEPTED FOR PERMANENT MAINTENANCE BY THE 4) NO. 5 REBAR IRON STAKES SET AT ALL LOT 'Po EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. SHOWN AND DELINEATED ON THIS PLAT AS DEDICATED FOR PUBLIC UTILITY NORTH CAROUNA DEPARTMENT OF TRANSPORTATION AS PUBLIC CORNERS UNLESS OTHERWISE NOTED DocuSigned by: PURPOSES. NO STRUCTURES OR FENCES SHALL BE PLACED WITHIN THE PUBLIC ROADS; OR GLEN 5) ALL INTERIOR LOT LINES SHALL HAVE A 10' DRAINAGE 42 (�aY'b�i, G. (Arml , IV'. UTILITY EASEMENTS. ACCESS TO THE DEDICATED AREAS SHALL NOT BE BLOCKED Rp 8/17/2022 AND UTILITY EASEMENT, 5' EACH SIDE OF ALL LOT LINES o NC t{WY �F811AA341�7C4EF OR OBSTRUCTED BY ANY FENCE OR STRUCTURES, UNLESS PRE—APPROVED APPROVED AND TAKEN OVER BY THE HOMEOWNERS ASSOCIATION 6) A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE ACCESS IS PROVIDED WITH A 12' MINIMUM OPENING GATE. THE COUNTY SHALL FOR PRIVATE ROADS PERMANENT MAINTENANCE. INSIDE OF ALL EXTERIOR BOUNDARY LINES DATE OWNER HAVE THE RIGHT TO CLEAR AND/OR REMOVE ANY VEGETATION WITHIN THE SLOPE,ADRAINAGE AND UTILITY SITE PUBUC UTILITY EASEMENTS. FURTHERMORE, THE COUNTY WILL NOT REPLACE 7) EASEMENT 10' WIDE GRADING, ANY LANDSCAPING (OTHER THAN GRASS, WHICH WILL BE REPLACED WITH SEED) Harold G Carroll , J r A IS ALLRELESVRD ON THE LOT SIDE OF AND WITHIN THE PUBLIC UTILITY EASEMENT AREA DISTURBED FOR MAINTENANCE OF ADJACENT TO STREET RIGHTS—OF—WAY CORNWALLIS THE UTILITIES. NAME OF CORPORATION OR OWNER 1—DocuSignedby: 8) GRID TIE BY GPS ROAD 9) PARENT TRACT DEED DB 5781 PG 584 18th August 22 8/17/2022 -j-yot1, G. Carrell, Ir. 10) PARCEL NO. 05E01007C VICINITY MAP (NOT TO SCALE) THIs THE DAY OF 20, BY: TF. DATE DEVELOPER/OWNER OFFICER OF CORPORATION REFERENCES: DocuSigned by: COUNTY OF JOHNSTON PP�� pp..-- DB 5781 PG 584 PB 91 PG 9 BY: l tA,i," raVwtur DB 4121 PG 662 PB 92 PG 155 ze�ASzoi taaa�c... DB 4573 PG 378 PB 95 PG 441 I HEREBY CERTIFY THAT THIS RECORD PLAT HAS BEEN FOUND TO DIRECTOR OF PUBLIC UTILITIES DB 2656 PG 774 COMPLY WITH THE SUBDIVISION ORDINANCE OF JOHNSTON COUNTY, DB 5995 PG 237 NORTH CAROLINA, AND THAT THIS PLAT HAS BEEN APPROVED FOR DB 4702 PG 477 RECORDING IN THE REGISTER OF DEEDS OF JOHNSTON COUNTY. MAXIMUM IMPERVIOUS SURFACE AREA SHALL NOT DB 3617 PG 798 a DB 3657 PG 830 DocuSigned by: EXCEED 3500 SQUARE FEET PER LOT DB 1593 PG 797 ai � '�"� DB 4425 PG 322 8/23/2022 EbrastaK, tt,ltiibin, DB 4573 PG 378 co g37�Frozro ��z DB 5650 PG 760 N DATE SUBDIVISION A6MINISTRATOR N NC HWY 42 VARIABLE WIDTH R/W (PUBUC) DEPARTMENT OF TRANSPORTATION N REVIEW OFFICER'S CERTIFICATE DIVISION OF HIGHWAYS CO Jodie R.H. Gay cp I, REVIEW OFFICER OF JOHNSTON COUNTY, PROPOSED SUBDIVISION ROAD 't CERTIFY THAT 111E MAP OR PLAT TO WHICH THIS CERTIFICATION IS CONSTRUCTION STANDARDS CERTIFICATION co AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. TRACTOR TRACT ONE 10'x70' SITE TRIANGLE a) p—DocuSigned by: SUPPLY (TYP) — N. 8/25/2022 hh 1 APPROVEDS-4/\___F/jf.--/k4-4E) TYPJ6�L Ga� DISTR ENGINEE R = 25' (NI100' CP&L74 °' DATE RtBFW7°PrfC � EASEMENT DB 707 PG 165 AOC% 1 2GZZ _------_--.7 - ONLY NORTH CAROUNA DEPARTMENT OF > z ? TRACT THREE TRANSPORTATION APPROVED STRUCTURES O 2 PROPERTY SHOWN HEREON IS PARTIALLY AS SHOWN I TRACT Two ARE TO BE CONSTRUCTED ON PUBUC 0 D Y LOCATED IN A FEMA DESIGNATED FLOOD ZONE. I RIGHT—OF—WAYS TYPICAL INTERSECTION z( E > FEMA FLOOD HAZARD PANEL NO. 3720163700 K U _1 iiiiiiii DETAIL U EFFECTIVE DATE:..�, `. NOTE: SIGHT TRIANGLES TAKE PRECEDENT OVER U a, ANY SIGN EASEMENT 08-16-22 ` z o o DATE SURVEYOR ` ALL DRAINAGE EASEMENTS SHALL BE DEDICATED AS PUBLIC AND IT SHALL BE THE O Li; . RESPONSIBIUTY OF THE PROPERTY OWNERS TO MAINTAIN THE DRAINAGE EASEMENTS U U a p a 0 THIS SURVEY: ` AND ANY DRAINAGE STRUCTURES THERE IN, SO AS TO MAINTAIN THE INTEGRITY OF 0 ` `` ` PHASE ONE THE DRAINAGE SYSTEM AND INSURE POSIT VE DRAINAGE. z ` `` `' THE OWNER, DEVELOPER, OR CONTRACTOR SHALL SET THE CENTERLINE OF THE EXISTING I 0 CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF ` ` ' ` ROADWAY DITCH BACK TO A MINIMUM OF 12 FEET FROM THE EXISTING/PROPOSED EDGE A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE ` `` `` 11111, OF PAVEMENT ALONG ALL ROAD FRONT LOTS. c m THAT REGULATES PARCELS OF LAND. ` ` a.) --- 1------,___�\ ` `` `` ` ALL LOTS SHALL BE SERVED BY INTERNAL STREET SYSTEMS ONLY. 08-16-22 DATE SURVEYOR `' NOTE: ACCESS MAY BE RESTRICTED DUE TO NCDOT PROJECT NO. R—3410 in SURVEYOR'S DISCLAIMER: NO ATTEMPT WAS MADE TO 111 I lug SITE DATA CDLOCATE ANY CEMETERIES, WETLANDS, HAZARDOUS MATERIAL o SITES, UNDERGROUND UTILITIES OR ANY OTHER FEATURES PHASE ONE , LOCATION NC HWY 42 4- ABOVE OR BELOW GROUND OTHER THAN THOSE SHOWN. , CORNWALUS ROAD o ` USE VACANT SUBDIVISION COUNTY V)L ` TOTAL A AREA. 2707531 SF 62.156 AC SUBDMOF PLAT +'+' AREA R/W PHASE TWO 104652 SF 2.402 AC OF v 08-16-22 AREA LOTS PHASE TWO 408233 SF 9.372 AC E o+ DATE SURVEYOR AREA OPEN SPACE TWO 1042422 SF 23.931 AC u c \ NUMBER LOTS PHASE TWO 72 FORD MEADOWS .o>, \ AVERAGE LOT SIZE 0.130 AC +.' a)c \ . r 7 -0o \ \ td U \ \ 0 0 STATE OF NORTH CAROLINA, JOHNSTON COUNTY •\. \ PHASE TWO • v V \ .\ co I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS \. \ in PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN \. \• COUNTYCLEVELAND TOWNSHIPJOHNSTON c w ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED \ I DESCRIPTION RECORDED IN BOOK 5781 , PAGE 584 \ = NORTH CAROLINA >,os ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY n v BOOK 5781 AS, PAGDRAE 584M ,INFORMATION AT THE RATIO OF PRECISION I \ \` ' J U LY 12 2022 OWNER: FORD MEADOWS, LLC. • v' AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING I so' coLONIAL LEGEND SHEET 1' 0 F 5 GARNER,5160 N c'�27529 c ro e ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE I I PIPELINE EASEMENT '-I in v GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2: I 0 IPF IRON PIPE FOUND �, m STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM •I IPS IRON PIPE SET CMF CONCRETE MONUMENT FOUND c al ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK PKNF PARKER-KALON NAIL FOUND SURVEYED BY: o Lw RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE O PNKS PARKER-KALON NAIL SET 1'. rLu WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE IF RRs RAILROAD SPIKE TLS TRUE LINE SURVEYING V u I, CURK T. LANE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER O CSF COTTON SPIKE FOUND AND SEAL THIS 16th DAY OF AUGUST A.D. 2022 0 CSS COTTON SPIKE SET DRAWN BY: >,s. MY SUPERVISION FROM AN ACUTUAL GPS SURVEY MADE UNDER A CC CONTROL CORNER L 1�1111 ,.,1 MY SUPERVISION FOR THE PURPOSE OF HORIZONTAL CONTROL IN CP COMPUTED POINT MIKE 71 o ��ik.�� ' P/P POWER POLE u z v R� +' ORDER TO TIE THIS SURVEY TO NC GRID; AND THE FOLLOWING OPW OVERHEAD POWER UNE CHECKED BY: o ��* .‘ � �f� INFORMATION WAS USED TO PERFORM THE SURVEY: S RIGHT Q BARE OF WAY TY LURK 205 WEST MAIN STREET oliAiire L �� O CLASS OF SURVEY: CLASS AA AC ACRE CLAYTON, N.C. 27520 �' Q�. POSITION ACCURACY: 0.044 FEET, ELLIPTICAL ERROR AXIS DB DEED BOOK DRAWING NAME: CU u e S A,,�. s TYPE OF GPS FIELD PROCEDURE: VRS SESSION 2 CONTROL POINTS PB PLAT BOOK BOM BOOK OF MAPS PH2SHT1.DWG TELEPHONE: (919) 359-0427 v c L DATES OF SURVEY: 10-15-21 PG PAGE +� L� w SURVEYOR NAD 83 2011 EPICH 2O10.000 uNEAR FEET SURVEY DATE: 1�r a FAX: 919 359-0428 CD 1- f DATUM/EPOCH: 83(2011)/EPICH 15S LOT HAS OFFSITE SEWER ( ) +� a P ,P, Qr NC GNSS CORS AND RTK +� es I ��,; r PUBLISHED/FIXED—CONTROL USED: 1ssL OFFSITE SEWER LOT 10-15-21 www.truelinesurveying.com o+' �� PoNAVD 88 USING GEOID 18 15R RECOMBINATION LOT e r, 7IjW"4414'', 1 f*� GEOID MODEL: NAVD 8851 AVG.0 c c ''r k ' ��+±��°°�`' L — 3990 COMBINED GRID FACTOR: 0 ( ) I—I STREET ADDRESS JOB NO. in.r ��iir � l��' =�`a LICENSE NUMBER REPORTING UNITS: US FEET _ - ONES NOT SURVEYED 122.404 C-1859 DocuSign Envelope ID.7D53AD17-9904-4C05-95C6-07794F4B6624 CORNWALUS N/F ROAD FORD MEADOWS LLC. SON-LAN 1 1 1 DB 5781 PG 584 PARKWAY 30' EMERGENCY 1 I 1 IPF 0.5" PB 95 PG 441 ACCESS EASEMENT 1 1 I I f; FLUSH NOTE: L7-L2 AND C1-C2 PB 95 PG 441 �r t „ 148•g0 N/F ARE TIE UNES ONLY PN 05E01011 B t ► E ONLY FORD MEADOWS LLC. „ o ' tt !. N79. 1.1E UNE IPF 0.5 GLEN , DB 5781 PG 584 FLUSH R 42 IPF 0.5" I 30' CP&L EASEMENT 71E UNE ONLY Q NC "No - t FLUSH I DB 1189 PG 131 PB 95 PG 441 N84 38'31"E ' ,,- 1 Z I PN 05E01011 C 279.11' SIT N/F ---''-' 1 �"S. `° I IPF 0.5" \-- IPF 0.5" NANCY F. COATS -- 1 ? “ I FLUSH N FLUSH DB 656 PG 61 �'' i z I (TOTAL) 50.18' N84 38'31"E , IPF 0.5" CORNWALLIS t N/F I50.00' G 119.79' FLUSH ROAD PN 05E01007A t I �c IPF 0.5" . N84 38'31"E 400.18 ,. TIE UNE ONLY o t JAMES B. COATS t . FLUSH • I 50.00' So.00 I tt DB 949 PG 304 It c 50.00' I 50.00' S0.00 50.0030' LANDSCAPE BUFF_ - - ! 1 i o VICINITY MAP (NOT TO SCALE) It PN 05E01007 L56 - - - - _ - --r�y j _-__--_- z - _ ��- 1 IPF tj FLUSHS" ti L65 ` / j413) : --------rn ;- `` w z / 411) r 2 t z SEE DB 6287 PG 696 FOR DUKE ENERGY t - o 1 9 1 20 ® r �, t , _ RELEASE OF EASEMENT ACROSS THE FORD 1 \-64 �: 118 o ''7985 \� MEADOWS PROPERTY/SUBDIVISION. SAID t N CII) ® % r - �° 8118 8118 SF _____ ce N. EASEMENT NO LONGER AFFECTS SUBJECT 1 93.59 Z r N $11$ o 81 1$ I SF °'- a PROPERTY. IPF 0.5" FLUSH 2�0'1.9"- , Uo.' ® c''8118 $1 1 8 SF SF QS 86 0.183 -_� o NC GRID COORDINATES �� m 8118 SF �� OS 86 0.186 0 AC 6 AC AC „ IPF o.5" 30 Li � 0 M�N� ` E 2134997.3408 5950 W 0.186 Q.186 / AC 0 AC 6 AC , G,5 I FLUSH - o z �� S ,65 ` SF AC AC �# �� 50.00' 25.00: �� ------------------ o p CP pG APPROX. LOCATION 0.1 37 w 0 0 50.00 IPF 0.5" -- N 10 OB "101 100 YEAR FEMA FLOOD J AC / 50.00' S0.00 /, -i FLUSH \ n' Zcn 50.00 /, "'r / 50.00 t 1 to 16 SF 0 30.00' S0.00 TOTAL) z A m 535.00 ( _ 80.00' S0.00' N84 38'3,"E W (PUBLIC IPF 0.5" m IPF 0.5" - \� ____-- i '� o PERSISTENCE WAY 50' R� FLUSH FLUSH _____ ____ / 1o'x70' S84 38'31"W S84 38'31 , m ; fp�7' SIGHT TRIANGLE , g0'00, I %' `\ C / a) 1 t 5 t z / aa) S8a'38'31"W --, L e- 5616 SFr- i 40) / r' o S84 38'31"1N \�"' - os 41 ` ► Z / 90.00' 0.129 AC IPF 0.5" ' ------r- / 90.00 00' FLUSH---------------�1 ---- / �\ 6�1�•\9 syE7z.4Nos L `'� 5616 SF 0.129 AC r „5• - '-�� / ( 0.129 AC J 115.00' J N84 38 31 E ' ` t I w r S84 38 3,"w 5750 SFr i 39 t ; 6 / co / '''`` ,31"W 1500 42 0.132 AC IPF 0.5" -/ FORD MEADOWS _____--- J N S84'38 oI o '�` S 5750 SFGI o FLUSH --- / 0 o 0 5750 SF o N8 8'31.E ,15.00' ____------_ PHASE ONE ;-. / CF: 0.132 AC 4 3 0 74 0.132 AC S8438'31 115.00 ;- '; PB 95 PG 441 / 7 i / ziri g S84 38'31"W 115.00 5750 SFr t 38 / \._ ___- / cn 0.5" \.-� , �, o IPF 0.5" ,,i,� �, 5750 SF 70 0 �I o 0.132 AC IPF -------------- .� ------------- i zoo FLUSH ,,� 5750 SF --- 0.132 AC N84 38'31"E ,15.00 _`` / L o O 0 0.132 AC 115.00' %-�\ ; 8 t / a 115.00 S84 38 31"W o N f / t O / I Z o o S84 38 31"W m 0 5750 SF N IPF 0.5" :37/ \`_'-_-_____ / O �., w Ni 44 0.132 AC FLUSH _ / s84 38'3,"W 115.00 o c 5750 SF 69 0 , D N S. 0 / ------- . z w . = m �, 5750 SF o Q,132 AC o t° N84 38'31"E i ---- -� 0.132 AC / pI LEGEND Z o 0 00 76 S84 38 31"W i i m i i �1,15.00' i-�\ 0 9 i / IPF 0.5" Q 0 5750 SF o -4 w o i cJt r 1 36 t \ / " FLUSH cn N _S84'38 31"W 0, s8 5750 SF cn •_- t N o 0.132 AC z - 115.00 0 45 0.132 AC w IPF 0.5" _.{ -, z IPF IRON PIPE FOUND O / _______-- a) aa) IPS IRON PIPE SET S$438'31"W 115.00' = R1 0 �• / -115.0o' S750 SF o o FLUSH 0 -- t ii p CMF CONCRETE MONUMENT FOUND OPEN SPACE68 0 -0 w „ ------------- - 5750 SF G PKNF PARKER-KALON NAIL FOUND N 0.132 AC o w ' 115.00 < _ \ 1 O PNKS PARKER-KALON NAIL SEr PORTION OF (ID N o o , cn N84 38 31 E ' _` / t RRS RAILROAD SPIKE O = O p O. AC , ,15.00 0 oo / \ f*1 t 1 0 t t O CSF COTTON SPIKE FOUND N cn p T^ O , S84 38 31 o = t 35 t \ / t DB 5781 PG 584 O o 5750 SF o 115.00 = 0 5750 SF \�_ / •_- t ▪ CSS COTTON SPIKE SET O p S84 38'31"W • CC CONTROL CORNER PN 05E01007C o 0.0.132 AC O -+ o ^+ 0 46 0.132 AC IPF 0.5" cP -___________A CP COMPUTED POINT o 115.0o z = 5750 SF 67 0 C o _______ P/P POWER POLE 1042422 SF ' S84 38 31"W r N FLUSH- O t OPW OVERHEAD POWER LINE ,. 5750 SF �, o " 115.00' -_` 1 R/W RIGHT OF WAY 23.931 AC -4 �, �` = al O N 0.132 AC N84 38 31 E _`\ t AS.F.C ACRE FEET o -O m O 78 0.132 AC 58438'31"W 115.00 = N / t \ t 1 1 , t DB DEED BOOK TO BE DEDICATED 0 5750 SF 41111) o C o " ;34 , * \._� 1 PB PLAT BOOK TO HOA o 115.00 N = 0 5750 SF _ BOM BOOK OF MAPS = 0 0.132 AC r- z S84 38 31"W cn = m o IPF 0.5 ._� ______---_- _ PG PAGE 115.00' 47 0.132 AC FLUSH ^ ____---- -� LF LINEAR FEET S84 38 31"Wv 5750 SF 66 • rn M S. „ I � � - 15S LOT HAS OFFSITE SEWER N 5750 SF G $. M O N84 38'31 Er-, i i' "::�r C /'� \ 1 15SL OFFSITE SEWER LOT m f Ul o wL/I 0.132 AC O Z / i i CC) t 15R RECOMBINATION LOT O 'O 79 0.132 AC r� i z r / 115.00 ' / i-�\ `12� 1 o S8438'31"W �1 5750 SFr tI STREET ADDRESS O 0 5750 SF 4go � 584 38'31"W . • i 33 , 0 . - - UNES NOT SURVEYED z g 0.132 AC L25 �.•• 115.00' �, 48 0.132 AC °' IPF 0.5" `�_' `� ------ ---i 31"W 115.00' ,. i 115.00 5750 SF 65 0 FLUSH ______ ---- 1 S84 38' 1,5.00' _------"'- STATE OF NORTH CAROLINA, JOHNSTON COUNTY SON YE 0.132 AC L6 N84'38'31"E _.\ /-•\ 1 I, CURK T. LANE DO HEREBY CERTIFY THAT THIS ��7uNos 1 1 0 80 S84 38'31"W 115.00 SON ONLY \32/ \ 3 tt PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN - 49 ---1 ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED 64 1 DESCRIPTION RECORDED IN BOOK 5781 , PAGE 584 , t ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY MATCH TO SHEET 3 OF 5 10' PERMANENT PUBLIC INDICATED AS DRAWN FROM INFORMATION FOUND IN 0 60 120 180 DRAINAGE EASEMENT BLIC) BOOK 5781 , PAGE 584 THAT THE RATIO OF PRECISION SUBDIVISION PLAT AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING """ `""" "" " ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE OF GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2: SCALE: 1" = 60' STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM ACCURACY CLASSIFICATION (95% CONFIDENCOUSING RTK FORD MEADOWS SURVEYED BY: RT NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE TLS TRUE' LINE' SIRY�'YING P. C. WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS 16th DAY OF AUGUST , A.D. 2022''0 PHASE TWODRAWN BY: \`"oteut;i,� MIKE itt .e. �.• S.:4. bNrs*0 1. CHECKED BY: �° CLEVELAND TOWNSHIP, JOHNSTON COUNTY DRAWING NAME: oviAdire 2c�AYWTON N.C. 2�520 w NORTH CARD LI NA PH2SHT2.DWG TELEPHONE: (919) 359-0427 ,�, ,, SURVEYOR SURVEY DATE: FAX: (919) 359-0428 J U LY 12 2022 ��'0 �, t17_,�� ,%�� 9 OWNER: FORD MEADOWS, LLC. 5-15-22 WWW.trUellneSUrveying.COm • p� 5160 NC HWY 42 W ,, ''r T. 1.�'s+�,` L - 3990 SHEET 2 OF 5 GARNER, N.C. 27529 JOB NO. C-1859 °ifiteltN�t�, LICENSE NUMBER 122.404 DocuSign Envelope ID:7D53AD17-9904-4C05-95C6-07794F4B6624 CORNWALLIS MATCH TO SHEET 2 OF 5 ROAD 1,%., ` f'"‘ SON-LAN ® 115.00' ' % I1 11 , - SON-LAPARKWAY S84 38'31"W 47IPF 0.5" ` % ��-' -_-_S84'38'31"W 115.00' 66FLUSH �0 5750 SF w N84 38'31"Ei i �'` � �'�;Jr g o 79 0.132 ACI� 5750 SF0 ' 3o S84 38'31"W i i i� # #�115.00 1 11 c�GLEN o ' ' S750 SF ``''R' 0 0.132 AC S8438'31"W- i - �� ' "115.00' ' cr � - Mo NC MNY42 o S84 38'31"W115.00' L25 i i 115.00' ' o0 48 0.132 AC °' IPF 0.5=-- -__5750 SF 65 0 0 LUSH _ - QTIE UNE5750 SF �,i4. 115.00 z SITE o ONLYa 80 Q•132 AC Q•132AC N84 38 31 E . `05750 SF 110 0 115.00' S843831"W 115.00 L6 ` `TIE UNE l32 j 1 13 j5750 SF . ,0 0.132 AC - ss4 3s31"W ONLY 49 0.132 AC - z CORNWALLIS o o J IPF 0.5" -___- ---- cc ROAD S84'38'31"W 115.00 5750 SF w 5750 SF 64 ' 0 "E FLUSH--_- 0 - �' 81 0.132 AC o N84 38'31 115.00' -` -`` o0 03 00.132 AC 115.00' ; ; o VICINITY MAP (NOT TO SCALE) 5750 SF 109 c{ o s8438 31"`" z 0 o 5750 SF G ' 31 -n 14 ; 0 0.132 AC o -I 58438'31"W 115.00 - �' �,; 0 50 0o IPF 0.5" •�_-, 0 . _ c� om o b 0.132 AC FLUSH -- -- o S8438'31"W 115.00' 5750 SF 63 0 o ------------ `� 5750 SF r N " Z cn con 5 rn 0.132 AC `O t n m N8438 31 Er, i1 '�'� � i'�� KETLAND•S Zo z 0 82 0.132 AC ' 0 5750 SF 6o ') o S843831" i •� 115.00 1 30 ; j15 ni o 584 38 31"W i ' 5750 SF G " .`_� y a g o.132 AC Cr �; ' ' '1„S.00 Dc o ® 0.132 AC o IFPLUSHS o FORD MEADOWS s8438'31"W 115.00 o , ' •�115750 SF W 5.00' 5750 SF 62 0 N E 115. ---- __------ 0o PHASE:::E °° o 83 0.132 AC o.132 AC o 0 o N84 38'31" o ;" P B 95 P41 H APPROX. LOCATION \ Q s 5750 SF 107 a s84.38 31"w 115.00' o , 29% 16 100 YEAR FEMA LOOD o o P a o 58438 31"W 115.00 �, 5750 S o " ��_�� ‘�_ 0.132 AC -+ IPF 0.5" LUSH o J . �o �+ \ o 0 0.132 AC IPF 0.5 - _- --NC GRID COORDINATES S84 38'31"W 115.00 .8 g 5750 SF r 5750 SF 61 0 o FLUSH -_____--_- �' __ N 677434.5706 180.00' :� �, 0 84. 0.132 AC �-. g 6-84.38'31:1 115.00 E 2134875.2596 58438 31"W 0.132 AC ' �� ' �� ff Lc) ri TIE UNE ONLY IPF FLUSHS" 5750 SF 106 000 o 0 21 o S84 38'31"w 115.00 N C IPF 0.5" 1 ?$ Q. 11 0.132 AC ... :845.38'315":715302 115.0o ( ao = 0750 SF . ---_-__ -+ o m r m o 32 AC FLUSH , _ LL. 38 31"' 115.00' = Ti) SF 5750 SF 60 0 o » ___-----'-- 0 -a S84 a�a i D N = cn o N84 38 31 E- -� o T,, b 0.132•AC �� z r .i iI` -. -. 1 _ 5750 SF `� = 0 AC ' 0o Z . � � o I = �' 1 Q rj o m Q S84 38 31 i 1 RECREATION AREA ' '' ' ' ' ` 115750 SF , :?�; c `18% o0 0.132 AC S8438 31"w i 115.00' v, 54 ` ' °' ' rr 0.132 AC 0° IPF 0.5"W MAIL KIOSK AREA m s84 38'31"W 115.00' z i ��115.00' 5750 SF 59 0 LusH ------ '_ --------- --------cu W DB 5781 PG 584 5750 SF i o 0.132 AC N84 38'31"E 115.00 0 0 --------- ;-.` • I PB 95 PG 441 z o 0 86 0.132 AC i 115.00' o, (26; ; 19 ; > (n 1 r 5750 SF 104 0 0 ,� s84.3831"W o 69132 SF o o 115.00' , . 5750 SF r • `•_� _-____ 1 .587 AC g 0.132 AC oo, s8438 31"W ' ' S8 0 0 ® 0.132 AC w/0 IPF 0.5" `-' _ Q ~ I S8438 31"W 115. 5750 SF j 5750 SF o »E 115.00' FLUSH -------------- __------------ o I 87 0.132 AC Ns:38'31 % ' �_`` %�_`` W = 1 `� � 0.132AC , o U 1 5750 SF 103 0 S8438'31"W 115.00 „ , ( 25 I , 20 I F- 1 0 0 1»yI 115.00 0, ►� 5616 SF r 0 0.132 AC 584 38'3 % 0 56 0.129 AC w TIE UNE ONLY D a Q 115.00' % o .. IPF 0.5" �� / 90.00' z rn S84'38 31"W N 5616 SF / 5616 SF ® LUSH �, 9 38'3 �;� "E IPF 0.5" D °' I b i , U, 0 88 / 0.129 AC T ) -- N8438 31 -� 1 o IPF 0.5" �� 0.129 AC �' - c' 1o'x7o' L-- N8438'31"E IPF 0.5" o rn-1 r FLUSH j z I '0 5616 SF 102 '" FLUSH �, j 90.00,_- --� SIGHT TRIANGLE IPF 0.5" FLUSH �cw ;21 , z LL c I oQ•129 AC G� L-�O - 90.00 � ' Sg4'38'31"W IPF FLUSH (TYP) FLUSH -cm IPF 0.5" ` ' -____ z Lu `�° 1 L54 n --� S8438 31"W 50, R/ /pUBUC) - LUSH .� 1 L53 IPF 0.5" W \ .. _ D co 1 0IPF 0.5" FLUSH DRIVE I - O 0.5" G�$$LAND 525.00 I I S. Q I0 IPF FLUSH I I •�-. 1 1HLUSH 5843831"W 1 1 - • (89') 122 ,- za1IPF 05" " ONLY i1 % .` 1 / 91 , 1 190 / 1 ' `..� IPF 0.5 TIE UNE 1I , °' �, 1 N I I 1 . 1 92 1 . it a IPF 0.5 LUSH L44 LUSH i • 1 i 1 1 I I ,-. 1 • . I t , 193 I I • , I LUSH - 1 I --• 1 ' \ 1 11 i 94 , 1 i ._, I , 1 - I - . ► 195 . I S-- 1 1 L45 , -S i 1 I 1 1 9 6 I 1 1 �_ I 1 I �_%` i r 4 lammumummomilmommeamaiumws L46 N 1i98 i97� .�_; `._�� i iI i I ,... s. s• -- �� WM 101 100 , ;99, i .,. i i i 23� ----- 1 , FORD MEADOWS 1 1 _'-' �; 1 •_, 1 , , I I 1 I 1 MAIL KIOSKS _ 1 I , 1 I ____-.-- 5750 1 ; ; PHASE ONE ; ; ; ; -"---- 5750rrt m I 1 I I I L____-_-y_____ OWNER: FORD MEADOWS, LLC. 1 SF SF , , PB95PG441 I , - 5160 NC HWY 42 W ' � 0.132 I 1 j ' I i._---- '"�---- GARNER, N.C. 27529 1PF 0.132 I , I I I --------- ILUSH0.S AC o AC oo i 1 i ____�--------1- 1------ SUBDIVISION PLAT I TIE UNE ONLY ___�------ OF ' L48 L47 _ s--- S8438'31"W 175.00' o L49 - �- APPROX. LOCATION 0.5" » IPF 0.5" 100 YEAR FEMA FLOODFORD MEADOWS IPF IPF » IPF 0.5 FLUSH �` FLUSH / PHASE TWO FLUSH FLUSH 30' DRAINAGE, UTILITY STATE OF NORTH CAROLINA, JOHNSTON COUNTY & OPEN SPACE ACCESS t EASEMENT I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS �`.. STORMWATER BMP LOT PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN `.. ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED `�� PORTION OF C LEVE LAND TOWNSHIP JOHNSTON COUNTY DESCRIPTION RECORDED IN BOOK 5781 , PAGE 584 OPEN SPACE `.. DB 5781 PG 584 NORTH CAROLINA ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY PORTION OF POND `.�� PN 05E01011 INDICATED AS DRAWN FROM INFORMATION FOUND IN r� r� BOOK 5781 , PAGE 584 • THAT THE RATIO OF PRECISION DB 5781 PG 584 J U LY 12 2022 AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING PN 05E01007C LEGEND , ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE SHEET 3 0 F 5 GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2: 1 042422 SF IPF IRON PIPE FOUND STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM 23.931 AC • IPS IRON PIPE SET ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK 0 CMF PKNF CONCRETE KER-KALON NAIEL FOND SURVEYED BY: RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE TO BE DEDICATED O PNKS PARKER-KALON NAIL SET WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE TO HOA • CRRSSF RAILROAD SPIKEK TLS TRUE LINE ,�S'URVEYING AND SEAL THIS 16th DAY OF AUGUST A.D. 2022 CSSCS CO ON SPIKE SET FOUND DRAWN BY: J • �/• ilsi1 4, CC CONTROL CORNER ��GIRO/t�ti 10' PERMANENT PUBLIC CPP COMPUTED L POINT MIKE �Z,,'4'�„� ""'ni"...M..,•:, DRAINAGE EASEMENT (TYP) OPW OVERHEAD POWER UNE CHECKED BY: �!!'i R/W RIGHT OF WAY K otiAtis , ..: c,�, o; o S.F.AC SQUARE FEETACRE CURK 205 WEST MAIN STREET-7 is snm:( *l [� ��i_�� DB DEED BOOK DRAWING NAME: CLAYTON, N.C. 2/520 L- PGM BOOK PAGE OPB PLAT 00MAPS PH2SHT3.DWG TELEPHONE: (919) 359-0427 SURVEYOR 0 60 120 180 LE LINEAR FEET ��• ,►� r. " ',f 15S LOT HAS OFFSITE SEWER SURVEY DATE: FAX: (919) 359-0428 •,� •.�o �. E,,. • = -= -•�� 15SL OFFSITE SEWER LOT 5-15-22 www.truellnesurVe In com ♦ r1r','^• „ _ ..4 +.w =•.6.= "' 15R RECOMBINATION LOT Y 9 1r7 d. if, ilk•� L - 3990 SCALE: 1" = 60' - • STREET ADDRESS JOB NO. LICENSE NUMBER - UNES NOT SURVEYED 122.404 C-1859 DocuSign Envelope ID:7D53AD17-9904-4C05-95C6-07794F4B6624 CORNWALLIS IPF 0.5" 41) ROAD a FLUSH SEE DB 6287 PG 696 FOR DUKE ENERGY \ LTI •cr _LAN RELEASE OF EASEMENT ACROSS THE FORD b SON PARKWAY MEADOWS PROPERTY/SUBDIVISION. SAID '�` cNi EASEMENT NO LONGER AFFECTS SUBJECT M PROPERTY. HYE7L4NOs AL 00 74 0 Q 0 $ Z GLEN R° 60'1"� I0 o NC WI 42 a ``` AIIIL AIL z o 41) F5' SITE \; 19 o 0 d,G 0 CORNWALLIS S6 S84 48'31"W 115.00' r ROAD <� 0 , s u, 0 76 Z VICINITY MAP (NOT TO SCALE) 0 5750 SF 114 ; o .0' A.' '' i IPF 0.5" O 0.132 AC S84 38'31"W 115.00 . CD i i o' STATE OF NORTH CAROLINA, JOHNSTON COUNTY FLUSH (71 ®I, CURK T. LANE DO HEREBY CERTIFY THAT THIS o 5750 SF o 0 b PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN b 0.132 AC o.ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED 115.00' DESCRIPTION RECORDED IN BOOK 5781 , PAGE 584 , S84 38 31 CO a ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY cn o 78 INDICATED AS DRAWN FROM INFORMATION FOUND IN oo (*1 o LL, °' 0 5750 SF 0 Lo o BOOK 5781 , PAGE 584 ; THAT THE RATIO OF PRECISION o 0 AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING o 0.132 AC J ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE N � 115.00' o EL' GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2: S84'38'31"W Z N CO STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM OD m o I— ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK �i ,� O ' S750 SF o m b 79 W co RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE i° (: o 41) W 0 WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE ' o0 0.132 AC �5 i i i i _ 73 AND SEAL THIS 16th DAY OF AUGUST , A.D. 2022 115.00 i. i %H/ETL4ND. OPEN SPACE aa) ,`��1.4'lli' S84'38 31"W TIE LINE ONLY o 80 0 ��.•� ;,,, PORTION OF o 0 5750 SF 110 0 b P' .�•a' � '� i0�°'s DB 5781 PG 584 O 0.132 AC N o I ? I �'* 7. PN 05E01007C S84 38'31"W 115.00' N o o 0 1042422 SF WETLANDS H SURVEYOR �, �' 81 LtiL-• f = 23.931 AC o o o �. % � TO BE DEDICATED , L 0 5750 SF 109 0 --i o TO HOA �',, �Af°�Moa.'';"''� "'��:, - W R EK o00.132 AC -, - L 3990 RUN OF S IFT C E *� ��r' �•�:*�• LICENSE NUMBER IS PROPERTY LINE REFERENCE 115.00 rn C N ct 0 • imetN6 LINE ONLY S84 38 311.1 irial b CO01 N cr o 82 zoo 05750 SF 108 0 n o W ,I� 0 0.132 AC 0 Z ., • zoo LEGEND sa4 38'31"W 115.0o D 0-. D �_ ? r 0 Z v_; IPF IRON PIPE FOUND to v' Z • CMF CONCRETE IRON IPE SET MONUMENT FOUND b APPROX. LOCATION o moo 0 H u- ❑ PKNF PARKER-KALON NAIL FOUND Z 5750 SF 107 O O 83 H z c 0 PNKS PARKER-KALON NAIL SET 100 YEAR FEMA FLOOD O O 0 � w • RRS RAILROAD SPIKE " p 0.132 AC _Z 2 '7 0 c F COO1TTON SPIKE FOUND N/F AIllL IPF 0.5 FLUSH S84 38'31"W 115•00 • NC GRID COORDINATES o co o C� CONTROL CORNER DONALD RAY WEST N 677434.5706 ' CP COMPUTED POINT , .S � z. P/P POWER POLE J U N E WEST E 2134875.2596 S84 38 31"W 180.00 G a' z o 84 cu --0 Z a R/WW RIGHT OF POWER LINE DB 4425 PG 322 p S.F. SQUARE FEET TIE UNE ONLY IFLUSHS" 5750 SF 106 0 o it AC ACRE PN 06D01015A �0.132 AC , DDB B DEED BOOK 1 S84'38'31"W 115.00 p BOM BO BOOKB OF MAPS I al 85 O LF UNEAR FEET I sSL OFFSITHAS E OFFSITESEw o EWER 1 RECREATION AREA o 5750 SF 105 g o 15R RECOMBINATION LOT 1 p 0.132 AC , .. STREET ADDRESS 1 MAIL KIOSK AREA 115.00 - - LINES NOT SURVEYED i DB 5781 PG 584 S84 38 31"W PB 95 PG 441 g ' 86 69132 SF o 5750 SF 104 0 10' PERMANENT PUBLIC 1 .587 AC o 0.1 32 AC , DRAINAGE EASEMENT (TYP) 1 S84 38 31"W 115.00' 0� /�� WETLANDS 1 0 0 87 1 .S.0.132 5750 SF 103 0 _ 0 60 120 180 1 0 0.132 AC — . --� �.."� 1 S84'38'31"W 115.00 d, I= I= -- .1I1lt 1 N SCALE: 1" = 60' 1 b o IPF 0.5" t�0 88 tiR 1 0 5616 SF 102 tr FLUSH °7 rco 1 c'l L53 L54 ,, _ --� IPF 0.5" OWNER: FORD MEADOWS, LLC. IPF 0.5" FLUSH GARNER5160 ,N.C.27529 1 FLUSH IPF S" FLUSH G SUBDIVISION PLAT GRASSLAND ND DRIVE 50 R/W (PUBLIC) FORD MEADOWS ..,,,, >,. SURVEYED BY: TLS TRUE LINE SURVJ7iVC P. C. PHASE TWO DRAWN BY: MIKE CHECKED BY: C LEVE LAN D TOWNSHIP JOHNSTON COUNTY . ,r03 CURK 205 WEST MAIN STREET >• zo DRAWING NAME: ippiAita CLAYTON, N.C. 27520 NORTH CAROLINA S� 9333 PH2SHT4.DWG TELEPHONE: (919) 359-0427 SURVEY DATE: �� iv/ FAX: (919) 359-0428 JULY 12, 2022 5-15-22 www.truelinesurveying.com SHEET 4 OF 5 JOB NO. 122.404 C-1859 DocuSign Envelope ID:7D53AD17-9904-4C05-95C6-07794F4B6624 I CORNWALLIS i ROAD I I SON-LAN PARKWAY P.O GLEN R o N17 C Y 42 SITE CORNWALLIS ROAD I LINE BEARING DISTANCE L1 SO5'21'29"E 30.39' VICINITY MAP (NOT TO SCALE) L2 S05'21'29"E 11.85' L3 N64'56'19"E 54.98' L4 S05'21'29"E 50.00' L5 S05'21'29"E 25.00' L6 S84'38'31"W 50.00' L7 NO5'21'29"W 25.00' L8 S05'21'29"E 25.00' L9 S05'21'29"E 50.00' a L10 S05'21'29"E 50.00' co L11 S05'21'29"E 50.00' °' L12 S05'21'29"E 50.00' 0° L13 _ S05'21'29"E 50.00' Q L14 S05'21'29"E 50.00' a L15 S05'21'29"E 50.00' L16 _ S05'21'29"E 50.00' L17 S05'21'29"E 50.00' L18 S05'21'29"E 50.00' L19 S05'21'29"E 50.00' L20 S05'21'29"E 50.00' coL21 S05'21'29'E 50.00' L22 S05'21'29"E 50.00' Q L23 S05'21'29"E 50.00' o L24 S05'21'29"E 50.00' a) L25 S84'38'31"W 50.00' v L26 N05'21'29"W 3.56' L27 SO5'21'29"E 50.00' CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING L28 S05'21'29"E 50.00' C1 255.00' 9.61' 9.61' SO4'16'42"E Lti L29 S05'21'29"E 50.00' C2 205.00' 28.23' 28.21' S01'24'45"E L30 S05'21'29"E 50.00' C3 25.00' 39.27' 35.36' 539'38'31"W 0 L31 S05'21'29"E 50.00' 0 L32 S05'21'29'E 50.00' C4 25.00' 39.27' 35.36' 539'38'31"W Q L33 S05'21'29"E 50.00' C5 25.00' 39.27' 35.36' N50'21'29"W 0 L34 S05'21'29"E 50.00' C6 25.00' 39.27' 35.36' S39'38'31"W 0 L35 S05'21'29"E 50.00' C7 25.00' 39.27' 35.36' S50'21'29"E z• (I) L36 S05'21'29"E 50.00' C8 25.00' 39.27' 35.36' N39'38'31"E Ln p C9 25.00' 39.27' 35.36' S39'38'31"W z N. L37 S05'21 29'E 50.00' C10 25.00' 39.27' 35.36' N50'21'29"W 0 L38 S05'21'29'E 50.00' • °' _ L39 S05'21'29"E 50.00' 0 1- 'a, L40 S05'21'29"E 50.00' z0 2 L41 S05'21'29'E 50.00' LL I- z c L42 S05'21 29"E 50.00' w `�° L43 S05'21'29"E 50.00' _ D '5 L44 S84'38'31"W 30.00' O Q L45 S84'38'31"W 50.00' - L46 S84'38'31"W 50.00' a) z 0 L47 N84'38'31"E 30.00' it o L48 S84'38'31"W 50.00' L49 S84'38'31"W 50.00' L50 N05'21'29"W 23.44' L51 NO5'21'29"W 91.56' L52 NO5'21'29"W 50.00' L53 N84'38'31"E 5.00' L54 N84'38'31"E 90.00' _ L55 N24'14'41"W 60.40' OWNER: FORD MEADOWS, LLC. L56 S84'38'31"W 14.40' 5160 NC HWY 42 W L57 N05'21'29"W 162.37' GARNER, N.C. 27529 L58 N05'21'29"W 162.37' SUBDIVISION PLAT L59 N05'21'29"W 162.37' OF L60 N05'21'29"W 162.37' L61 N05'21'29"W 162.37' L62 N05'21'29"W 162.37' FoRD mEADows L63 N05'21'29"W 162.37' L64 N72'10'19"E 39.91' L65 N84'38'31"E 11.03' STATE OF NORTH CAROUNA, JOHNSTON COUNTY PHASE TWO I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN C LEVE LAND TOWNSHIP, JOHNSTON COUNTY ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 5781 . PAGE 584 NORTH CAR 0 LI NA ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK 5781 . PAGE 584 ; THAT THE RATIO OF PRECISION J U LY 12 2022 AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING LEGEND ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE SHEET 5 OF 5 GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2: 0 IPF IRON PIPE FOUND STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM • IPS IRON PIPE SET ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK ❑ CMF CONCRETE MONUMENT FOUND SURVEYED BY: RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE 0 PNKPKNF PARKER-KALON NAIL FOUND � RRSS RAILROADKALO E NAIL SET AWITFI G.S.ND SEAL THIS 01 AS 6 h AMENDED. DAY OF�AUGUSTMY ORIGINAL 2022 NATURE CSF COTTON SPIKE DAWN BY: LS FRUff' LINE' ,�S''UR VEY1:1176; P. C'. O CSS COTTON SPIKE SET ND •• CC CONTROL CORNER MIKE ��•/,•-1 40 ' Me, P/P POWER POLE POINT CP COMPUTED ,�4 V'i � glop OPW OVERHEAD POWER LINE CHECKED BY: �,, 4 °'° �±�qr�� R/w RIGHT OF WAYSQU CURK 205 WEST MAIN/� STREET e ti ll1 4✓ ;.: L RDRAWING NAME: 011 IliAl I ria PLA°BOOK TELEPHONE: (919) 359-0427 BOOK OF MAPS I0.2 SURVEYOR LF PAGE EnR FEET SURVEY DATE: •� FAX (919) 359-0428 '�A+ �, 15S LOT HAS OFFSITE SEWER '�� r ♦ 15SL OFFSITE SEWER LOT 5-15-22 W W W.t ru e I i n e s u ry ey i n g.C O I'll �rj�• �.'��I [ r�;; �� 15R RECOMBINATION LOT JOB NO. �.•� J] STREET ADDRESS C-18 5 9 ',�''' t ',V,� N��,, LICENSE NUMBER - - LINES NOT SURVEYED 122.404