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NCC240502_Site Plan or Location Map_20240227
GLOBAL POSITIONING SYSTEM SURVEY AND THE FOLLOWING INFORMATION WAS USED TO PERFORM NE GPS (GNSS) SURVEY: CLASS A SURVEY; POSITIONAL ACCURACY 0.03'; REAL-TIME (RTK) NETWORK; NAD 83 (2011), NAVD 88; NC VIRTUAL RTN; CERTIFICATION OF OWNERSHIP AND DEDICATION GEOID MODEL 12; COMBINED GRID FACTOR 0.9998453299; UNITS-US FEET PLANNING CERTIFICATION I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY DESCRIBED HEREON, WHICH PROPERTY IS LOCATED WITHIN THE SUBDIVISION \`� SURVEYOR CERTIFICATION WITH MINIREGULATIMUM BUILDING SETBACK JURISDICTION OF OLINESS, AND DEDICATE COUNTY, THAT I ETOBY PUBLICELY USEDA LTAREIS ASPLAN OF SHOWN ONBTHSSION AND HEREBY PLAT AS STREETS, ALLEYS, WALKS,OTS, \'�5 FIIGH �� IIIC/�IR0//�j�� I, E. DANIEL WOOTEN, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY I, ___ ___� UNION COUNTY PLANNING DIVISION A PARKS, OPEN SPACE, AND EASEMENTS, EXCEPT THOSE SPEGFlCALLY INDICATED AS PRIVATE, AND THAT I WILL MAINTAIN ALL SUCH AREAS O�',ccESS/ /%4, SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION DIRECTOR, CERTIFY THAT THIS PLAT CREATES A SUBDIVISION SUBJECT U UNTIL THE OFFER OF DEDICATION IS ACCEPTED BY THE APPROPRIATE PUI3UC AUTHORITY. ALL PROPERTY SHOWN ON THIS PLAT AS \2a.- tie°. '_ (DEED DESCRIPTIONNDA RECORDED IN DEED BOOK AND PAGE AS SHOWN); TO AND APPROVED IN ACCORDANCE WITH THE UNION COUNTY llJ�l� DEDICATED FOR A PUBLIC USE SHALL BE DEEMED TO BE DEDICATED FOR ANY OTHER PUBLIC USE AUTHORIZED BY LAW WHEN SUCH OTHER aQ� -7_,a THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DEVELOPMENT ORDINANCE, AND THAT IT MEETS ALL STATUTORY �.� SEAL e = DASHED LINES DRAWN FROM ADJOINING OWNERS DEEDS AS SHOWN; THAT REQUIREMENTS FOR RECORDING. I ALSO CERTIFY THAT COPIES OF ALL USE IS APPROVED BY BOARD OF COMMISSIONERS IN THE PUBLIC INTEREST. 0 536' = 1, L-4341 = THE RATIO OF PRECISION AS CALCULATED DOES NOT EXCEED 1:10000; NECESSARY APPROVALS OF OTHER STATE AND LOCAL AGENCIES ' / `� °�y �: THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 HAVING JURISDICTION OVER THE STREETS, UTILITIES, AND OTHERco °°2 V�DATE OWNER(S) / �• °°°,O �� AS AMENDED. IMPROVEMENTS HAVE BEEN SUBMITTED TO ME AND ARE ON FILE IN DIVISION OF HIGHWAYS DISTRICT ENGINEER CERTIFICATE. / `\ '� oSUR�.>°° w�` 51; IAA%ce NOTARY PUBLIC: Y. j � gti%EL 410� THIS 6th DAY OF DECEMBER, 2018. MY OFFICE. THIS APPROVAL EXPIRES IF NOT RECORDED BEFORE STATE OF NORTH CAROLINA I HEREBY CERTIFY THAT THE RIGHT OF WAY DEDICATION / IIIUIIIIIII\\ ALONG THE EXISTING STATE MAINTANED ROADWAY(S) r < \ /'` COUNTY OF UNION a`-• N� PATRICIA P.ARANT �'""` W J t`,0t) SHOWN ON THIS PLAT IS APPROVED AND ACCEPTED AS PUBLIC ° P. - - DATE PLANNING DIVISION DIRECTOR I, A NOTARY PUBLIC OF UNION COUNTY, RIGHT OF WAY BY THE NORTH CAROLINA DEPARTMENT OF Qo% DEED 420-209 E. DANIEL WOOTEN, NCPLS L-4341 NORTH CAROUNA, CERTIFY THAT �o \ \ PERSONALLY APPEARED BEFORE ME THIS DAY AND TRANSPORATION,DIVISION OF HIGHWAYS. ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT. �h /��N ��\ 538' `N FLOOD CERTIFICATION LINE TABLE . CT I ENGINEERD DATE D // \.` \.. L Q (� \_ ,,as8is63 THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY SHOWN ---- -7 WITNESS MY HAND AND OFFIGAL SEAL THIS DAY OF 20_. I/ v i �`� NN •• 3 0 `\ 9* HEREON IS NOT LOCATED IN A SPECIAL FLOOD HAZARD yr MY COMMISSION EXPIRES Ic 5 `s8sr?s, AREA AS SHOWN ON MAPS PREPARED BY THE FEDERAL I MELANIE MOSER HONEY CUTT /.,. (N N` NN NN `. EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE NOTARY PUBLIC I DEED 6176-401NN NN NN NN ADMINISTRATION. LINE s EA6R9'N5G W DISTANCE II i o N� NN L19 N 55'45`27" W 75.13' S os I Tv Pt_ LEGEND L20 N 28'52'45" W 89.98' EIR / �. h' 540' N / �� NN /1\ \N \� N L21 N 60'30'44" E 77.38' EP - EDGE OF PAVEMENT as00, / N7 � `� �� �� L22 S 22'52'12" E 162.76' ;� EIR - EXISTING IRON ROD S� a / �� �\ �\ LOT 8 L23 N 32'33'19" W 83.38' -T'b \J Z NIR - NEW IRON REBAR �s?Yg\A =r078 Sq. Feet L24 N 64'51'03" E 95.21' CONC. - CONCRETE trill/ 81-0o,�&aQ6, / \ ��\ `�\ 7s Acres ��\ L26 S 26°06'42" E 107.15' PP - POWER POLE �, �. `. 42f ,r� }-� 1 N ��0 \`, N L27 N 68'52'03"0 E 105.14' R/W - RIGHT-OF-WAY rll -1 'ro . . .. `.\ /-"� v ' ' �� �.\ ;.\ `.\ ;lie. ' L28 S 33'11'53" E 92.60' WC44I(tsl'') N - NORTHING I 1 �4o R EIR \ NN N I l C1�C 5 EIR L29 S 74'57 25" W 81.38' E - FASTING I 1 I al -S�84C �\ \\ `N NN , N ` IR/ L30 N 49'08 22 W 92.79' I i I �I \_1 70.00' / ` N. N. > L31 N 66'18120" E 92.54' Pc.. �.G� p 1 I I YI ol I / �\ 544' `N 8�0 N. // L32 S 50°13 54 E 86.31' 2 03 I I I I'-- -, / \ �\ I� N. O N L33 S 67'34'08" W 93.32' 2 V'� 1 1 tl I / I I Lop d r��\ ��+ �� .� / L34 N 50'24'03" W 84.13' LINE TABLE cnI I \ )1 LOT T / L35 S 4758 26" E 38.94' Bot. n o� 1 1 LOT I o1 I I j \ • d,rt5 ��� �O�• N. 584�. Sq. Feet `� �`� / / L36 S 5T27'24" E 60.25' LINE BEARING DISTANCE m I 1 48233 S•. Feet I o I \ Off, 1.34 ores ,, / L37 S 43'44'10" W 74.97' L1 N 11'35'40" W 126.81' p W `� 1.107 Acres I ;01 \ I 1 \ ` � !=''ANSI:� � `� / c�p 1 I 1 1 1 � r. L38 N 4T53 38 W 48.80' L2 N 11'35'40" W 100.25' Q W 1 f I -I 1 1 \ �:•► / L39 N 60'36'41" E 57.96' L3 N 11'22'54" W 29.92' p�Q I 1 I I LOT ' I 1 \ ` `� 6 a► N. / J L40 N 58'05'53" E 60.56' L4 N 1122'54" W 133.95' 1 143619 s eet \ 548 Td exA , 1.00l Ac s ^I 1 q• \ \ \ , ' I L41 S 4422 28" E 4493.92L5 N 1 122 54' W 79.58' 1 1 II LOT3 1 \ LO1 / L42 S 04'22'28" E 44.92' L6 N 65'10'01" E 52.35' I I I I 40748 Sq. Feet I LOT 4 \ \ L55 �S�� I L43 N 79°42'41" W 132.64' L7 N 63'15`38" E 170.67' I I \ \ / 2 n f ff , I I 0.935 Acres 42!:• .. Feet \ \ • r-C- \ i i 6; r r1 L44 N 09'50 48 E 56.25 © 4J L8 N 59'48 15' E 29.27' 1 1 I I 1 t 0.986 Ac :- \ \ G 58780 Sq. t SEPTIC o, /�((���� r L45 S 09'50'48" W 11.45' L9 N 59'48'15' E 124.07' 1 I I I Pe`�/8• I \ \•\ 1.303 Acres DRAIN / L46 S 39'19 20 E 66.56' t L10 N 56'30'17" E 9.62' I I I I \ N /� ariVG�� \ 6 L11 N 56'30'17" E 129.18' IllI I r/ �1 1 1 �I\\ Z O ° L �-{ 5 L12 N 56'30'17" E 33.21' �;�, I I �/ 11 II . \ \CS / <b I 1�`i L13 N 55'35'27" E 65.63' �a ��� I I / \ c;'o, \ 6fi0 i, \ sr / v /,�� // L49 S 75'48'05" E 30.81' a I I `� 1 z I \ a• !y. \ / / ^O 0 L50 S 48'06'17" E 143.65' L14 N 55'02'53 E 29.51' a N 1 N 1 \ w \ LOT 5 \ N / e L15 N 55'02'53" E 127.05' o L]8 I Ies �� 1 N 1 \��,. \ \\ N / rV / L51 N 86'16'53" W 75.11' L16 S 43'16'00" W 49.35' 0, ' w N . 1 1 \ \ 58971 3Q. Feet \ �j, \\ \ / cow /o''' v ` L52 N 56'11'55" W 100.94' L17 S 74'01`55" E 13.48' 0' -o I � I\°,1-, 1 \ \ 1.38¢ Aleres ss `� "/� / o�LINE BEARING DISTANCE ei I I l s 1 I \\ �So \', o �\ ° =moo L53 N 2T26 05" E 47.83' > "' ! I \ o\ \ f' / �� L54 S 81'56'22" E 143.41' L73 N 1 1'35 40" W 14.49' W I \ram \ a+. 1 \ \ •,\ \ DERAI N. /�`"� �� L55 S 4TL74 N O1'S929i W 109.46 0 / 1 1 \ \ o , s �, ^ / � 39'42" W 41.65' L75 N 01'5929 W 27.30' ,:� 1 \ 1a, \D6% �+A 1 A \ \ ry ��' ���� FIEU N / ^ L56 S 25'44'29" W 53.14' L76 N 01°38'19" W 76.81' e3. 1 I 2 11 / I it. I \ \ \-31 , \\ . \\ \ // Q��` v / ,t e L57 N 89'48'18" W 86.03' L77 N O1'39'07" W 19.75' cv I 1► �29 1 I I r Qi�v ` / /� A� / ��� 1 L58 N 01'15'09" W 95.76' L78 N 01'39'07" W 146.02' c* 1 I w1 I II 1 �33 \ �� ;t \� v �� c`'o L59 S 49'42'24" W 87.25' L79 N 01'39'07" W 92.98' I 1 1 1 \ I .'n�� ;- / / L59 coo (tt6. L60 S 73'10'57" W 32.75' L80 N 63'15 38 E 153.68' I I I I I ( \ I •` .,'` / ��o L81 N 59'48'15" E 40.33' IQ I SEPTIC I I IN I 1 \ �''6, , �� ��/ ^� � \ ��°� L61 N 79'39'10 W 65.02' r J I I SEPTIC49 I 1 \ ; �, ro/ L82 N 59'48'15" E 1 14.78' l l FIELD I I I DRAIN j w SEPTIC I \\ SEPTIC \ DRAIN \ C ��`v \ v `� 70'41'48" e L62 S 70'41'48' W 73.29' DRAIN '�1 / L63 S W 60.40' L83 N 56'30'17" E 15.20' -- 01 f I FIELD 1 \1 DRAIN \ \ FIELD Ir \ �* / L84 N 56'30`17" E 125.51' lob ThT : ..N: % FIELD \r FIELD \�, SEPTIC D:. N FIELD \ vL64 N 01'S9�29" W 27.95' t \a r \ TOS •VELOT8 / L65 N 01'3819' W 76.78' L85 N 5630'17" E 32.41' 'II1 \l / r \ JL66 N 01'39'07" W 125.03' L86 N 55'3527� E 66.01 Il II \ `' w �i '��► \ L67 N 33'46'11" E 11.13' L68 N 88'04'58" W 10.02' L87 N 55'0253' E 26.60 l - _ \ 4L69 N 01'59'29" W 27.30' L88 N 55'02'53" E 124.47' 1 LL27 1 L3]ILINE BEARING DISTANCEI L39 -- ` „L70 N 01 3. . . a ... ... . ...... .. ..... .. .: .. .. {`.;:t. : :'#�Pt�F2Ff1X'::G5ISF. ':�►ri�t±FC::'i.. 90 N 22 32 37 W 67.02' h. . :..::.::.: 752 . 4 �6 ��f�. :•,�,,,,�x. �,.. . . ..: . . ... . . ;.." .�...,.�.:..:., , � a . ,.. _ .. � REVIEW OFFICER: b ��. _ I L72 S 88'04 58 E 18.78' L91 N 45°47'03" W 51.29' � I \� '�f y / s`SO fl L92 S 61'48'08" E 66.30' Io < °�' UTILITY EASEMENT 40' FRONT SETBgCK - ---i/ o, t �� STATE OF NORTH CAROLINA L93 N 2T53'38" W 60.59' rP c°I °' I \ I (DEED7523-2A3) v /s RCP COUNTY OF UNION NIR® z30.52'��� L88I L87 L8b :5 �L84 41�e�� LBSL$2 L81L8 �l"i✓'G� I REVIEW OFFICER OF 0 7,p UNION COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH `° a c�• w THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY EP to o 1,�6 _ r . ro rn� � REQUIREMENTS FOR RECORDING. M L14 L13 L12 L11 L10 - - ---------- ------ L15 EP DATE REVIEW OFFICER EP L74 e SINCERITY �� �' � � � � � _ _ "� _ �_ L6 3/30/21 EXTEND DRIVE EASEMENT LOT 2 & 3 CONTROL POINT ROAD CONTROL POINT . . . ` EP R/W TO BE DEDICATED 1/29/21 REVISE DRAIN FIELD LOT 5 N:479736.91 /VEIN SALEMROAD . �'� �� TO NCDOT 0.903 ACRES 1/7/21 RE-REVISED SEPTIC DRAIN FIELDS & TCE N:479926.40 E:1564245.76 - �. ,� 12/7/20 SHOW REVISED SEPTIC DRAIN FIELDS E:1564524.90 SETBACK PER ZONING: (30' R/W DEDICATION FROM C/L TO NCD01) ZONING - RA40 NO. DATE BY REVISION MINIMUM FRONT SETBACK: 40 FEET NOTES: THE ENTIRE WASTEWATER SEWAGE SYSTEM SHALL BE ON PROPERTY OWNED MINIMUM SIDE YARD: 15 FEET OR CONTROLLED BY THE PERSON OWNING OR CONTROLLING THE SYSTEM. TOTAL AREA: REV/SED PLA T MINIMUM REAR YARD: 40 FEET 1. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A NECESSARY EASEMENTS, RIGHT-OF-WAYS, OR ENCROACHMENT AGREEMENTS, 449,188 SQ.FT. MINIMUM LOT SIZE: 40,000 SQ.FT. TITLE COMMITMENT REPORT. AS APPLICABLE, SHALL BE OBTAINED PRIOR TO THE ISSUANCE OF A 10.312ACRES MORGAN ACRES MINIMUM WIDTH: 120 FEET 2. E. DANIEL WOOTEN, NC-PLS L-4341, DOES NOT CLAIM CONSTRUCTION AUTHORIZATION FOR THE SYSTEM INSTALLATION OR REPAIR. °° sF _ THAT ALLT MATTERSE S BECT PROPERTY WHICH MAY OR MAY SHOWN HERE ON. TAFFE TERMS OF THE EASEMENT, RIGHT-OF-WAY OR ENCROACHMENT AGREEMENTS �� I 3. THE PURPOSE OF THIS PLAT IS TO SHOW REVISED DRAIN SHALL PROVIDE THAT THE EASEMENT, RIGHT-OF-WAY, OR ENCROACHMENT PREPARED FOR: EEMENT: z 'Po FIELDS FOR LOTS 1-5, & LOT 8, AND SHOW UTILITY EASEMENT. I 0)AGIS APPURTENANT TO SPECIFICALLY DESCRIBE PROPERTY AND RUNS WITH PINNACLE HOMES USA, LLC 4. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN WOOTEN SURVEYING SCALE: THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS THE LAND AND IS NOT AFFECTED BY CHANGE OF OWNERSHIP OR CONTROL; PROPERTY ��cLo •SITE E AN ORDINANCE THAT REGULATES PARCELS OF LAND. (2) IS VALID FOR AS LONG AS THE WASTEWATER SYSTEM IS REQUIRED FOR THE FACILITY THAT IT IS DESIGNED TO SERVE; & ASSOCIATES, PLLC NEW SALEM ROAD AND AUSTIN CHANEY ROAD �E� c 0 60 120 5. IRON REBAR SET AT LOT CORNERS UNLESS OTHERWISE NOTED. (3) DESCRIBES ABD SPECIFIES THE USES BEING GRANTED AND SHALL NC-PLS L-4341 GOOSE CREEK TOWNSHIPi o 6. AUSTIN CHANEY ROAD AND NEW SALEM ROAD BOTH APPEAR INCLUDE INGRESS AND EGRESS, SYSTEM INSTALLATION, OPERATION, ON THE MECKLENBURG-UNION THOROUGHFARE PLAN AS A "MAJOR MAINTENANCE, MONITORING, AND REPAIRS.; 119 SMITH CIRCLE UNION COUNTY, NORTH CAROLINA a THOROUGHFARE AND MAY BE SUBJECT TO FUTURE 100' R/W (4) SPECIFIES BY METES AND BOUNDS DESCRIPTION OR ATTACHED PLAT, MATTHEWS, NC 28104 1 INCH = 60 FEET (50' EACH SIDE OF CENTERLINE) THE AREA OR SITE REQUIRED FOR THE WASTEWATER SYSTEM AND (980) 328-2977 DEED 4090-383, PLATP-315 7. PROPOSED DRIVEWAY ENTRANCES MEET OR EXCEED SIGHT DISTANCE APPURTENANCES INCLUDING A SITE FOR ANY REQUIRED SYSTEM Tax Number: 08-078-005C VICINITY MAP REQUIREMENTS. REPLACEMENT; AND DWOOTEN�WOOTENSURVEYING.COM FELD/DRAWN ACAD SCALE DATE 8. THIS PLAT SUPERCEED PREVIOUSLY RECORDED PLATS FOR NOT TO SCALE THESE LOTS. (5) SRE THELL BE STEM ANDED WITH THE RIS LOCATED.CR OF DEEDS IN THE COUNTY WWW.WOOTEN SU R VEYI N G.COM DW/DW 29OONEWSALEMRD 1"=60' DECEMBER 6, 2018 WHERE SYSTEM FACILITY IS •