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SorbOn Ave <br />\ <br />\ <br />0 <br />0 <br />e <br />1/2" PIPE <br />Fe P <br />SI TE c°o <br />v <br />�\gh�<0 <br />1cAllister Ave <br />\� / <br />`\ <br />RICHARD M. TOLBERT and wife, <br />LAURA C. TOLBERT <br />DB. 12464 PG. 326 <br />5630-33-0478 <br />\ <br />Dc <br />VICINITY MAP <br />NOT TO <br />SCALE <br />DETAIL "A" SCALE: 1 "=20' \ <br />M <br />Z• <br />#4 REBAR <br />REP° L41 <br />P. <br />(5.28') TIE <br />(3.02') <br />TIE <br />\� <br />PUBLIC \ <br />WATER <br />EASEMENT <br />AREA: 0.025 \ <br />°J ACRES <br />F <br />0 <br />O <br />J <br />�J <br />0. <br />s <br />6c02•�f1� <br />Q, <br />F <br />ss <br />REVIEW OFFICER <br />�O <br />NOTES: <br />STATE OF NORTH CAROLINA <br />9� <br />1. TRAVERSE ADJUSTED BY THE LEAST SQUARES ADJUSTMENT METHOD. <br />COUNTY OF CABARRUS <br />], <br />F` <br />2. AREAS DETERMINED BY COORDINATE COMPUTATIONS. <br />3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE <br />NOTED. <br />I, REVIEW OFFICER OF CABARRUS COUNTY, <br />4. NC GRID NAD 83 (2011) EPOCH 2O10.00 BASIS OF BEARING AND NAVD 88 <br />CERTIFIFY THAT HE MAP OR PLAT TO WHICH HIS CERTIFICATIONS <br />ELEVATIONS DERIVED FROM NCGS NETWORK RTK BETWEEN 05-26-2021 AND <br />IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. <br />06-09-2021 (HORIZONTAL POSITIONAL ACCURACY = 0.10% VERTICAL <br />ACCURACY = 0.11') USING GEOID MODEL GEOIDI8. PROJECT LOCALIZED <br />HOLDING CONTROL PT. #103 (N=604,360.91', E=1,534,697.15'), AND USING <br />A COMBINED GRID FACTOR OF 0.99985089. UNITS ARE US SURVEY FEET. <br />5. NO UNDERGROUND UTILITIES WERE LOCATED NH HIS SURVEY. BEFORE <br />REVIEW I A <br />SAE-- <br />DOING ANY DIGGING, CALL NC ONE -CALL (1-800-632-4949). <br />DETAIL <br />6. AREA IS LOCATED IN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE <br />HE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SCALED FROM FLOOD <br />INSURANCE RATE MAP NUMBER 3710563000K; MAP REVISED NOVEMBER 16, <br />2018. <br />�1 <br />SHEET 2 <br />SHEET <br />CABARRUS COUNTY <br />DB. 16552 PG. 160 <br />5630-33-6923 <br />5630-32-5905 <br />1 <br />I <br />I ' <br />I <br />I <br />I <br />I II <br />I ' <br />I <br />I <br />I ' - <br />I _ <br />I - <br />I ' <br />N C4 <br />I J <br />I <br />I <br />I <br />I <br />I II <br />SCM ACCESS <br />EASEMENT <br />AREA: 2.202 I <br />ACRES +/- I ' <br />• <br />B <br />MB <br />PG <br />PIN <br />SCM <br />LEGEND <br />EXISTING CORNER AS DESCRIBED <br />NO POINT SET <br />DEED BOOK <br />MAP BOOK <br />PAGE <br />PARCEL IDENTIFICATION NUMBER <br />STORM WATER CONTROL MEASURE <br />TIE LINE <br />BOUNDARY BY DEED OR PLAT <br />----- EASEMENT <br />I <br />I <br />I ' <br />I ' <br />I 1 <br />I I <br />V <br />i <br />ya <br />� 1 <br />PUBLIC WATER gp��0 OLD BOUNDARY <br />EASEMENT LINE TAKEN FROM <br />AREA: 0.025 REF. #7 <br />ACRES +/- <br />#4 REBAR <br />#5 REBAR <br />W/PLASTIC CAP <br />/1W <br />REFERENCES: <br />1. ALL DEEDS AND MAPS SHOWN HEREON.- <br />2. MAP TITLED "TRACING OF A MAP OF W. H. BLUME PROPERTY"; MAP BY Q <br />/ JOHN H. LONG; TRACING BY QUINT E. SMITH; MB. 1 PG. 25.- <br />3 MAP TITLED "PROPERTY OF W. H BLUME LOTS"; FROM J. H LONG'S <br />SHEET 2 <br />SHEET 1 <br />#5 REBAR <br />W/PLASTIC CAP <br />OLD BOUNDARY <br />LINE TAKEN FROM <br />REF. #7 <br />7 <br />C� O <br />z �O <br />� o <br />w 0000 <br />m in <br />Q O <br />O z2 <br />U <br />V) 00 <br />U) E W <br />Q� <br />m <br />U <br />z <br />CAROLYN C. TUCKER <br />LOT 4, MB. 1 PG. 25 <br />DB. 2070 PG. 258 <br />DB. 16406 PG. 294 <br />5630-43-3367 <br />5630-43-0872 <br />#5 REBAR <br />�W/PLASTIC CAP <br />\ <br />\ <br />\ <br />\ <br />\ <br />CAROLYN C. TUCKER \ <br />PINS: 5630-32-8804 \ <br />DB 3581 PG 276 <br />SURVEY; BY R. I. LONG; DATED 1922; MB. 1 PG. 62. <br />"PLAT <br />/ \ F` - <br />_ _ _ - - ____ <br />4. MAP TITLED SHOWING PROPERTY OF EAST -OVER" BY REECE IRA <br />4G Y'' <br />LONG; DATED 1938; MB. 5 PG. 64. <br />5. MAP TITLED "WINECOFF HILLS SECTION "F" & "G"" BY BROWN ENGINEERING <br />DUKE <br />EASEMENT <br />CO.; DATED NOV. 23, 1960; MB. 12 PG. 14. <br />- <br />/ - - <br />ELECTRICAL <br />N ON <br />6. PROPOSED SANITARY SEWER ESMT. SURVEY FOR CITY OF CONCORD BY <br />_ _ <br />- <br />AS SHOW <br />CONCORD ENGINEERING & SURVEYING, INC.; DATED 09-14-1988; JOB <br />_ _ <br />\ <br />REF. <br />NO.88-07-46. <br />- 4 REBAR <br />�, # <br />SEE SHEET 2 FOR LINE <br />7. MAP TITLED ' RECOMBINATION/EXEMPT SURVEY OF: HE LANDS OF <br />CAROLYN C. TUCKER AND GRADED SCHOOL BOARD OF CONCORD" BY <br />F <br />_--�-- <br />_ _ _ <br />5 REBAR <br />AND CURVE TABLES <br />CESI; DATED APRIL 30, 2021; JOB NO.: 200411.000. <br />6�0 00 <br />-- <br />W/PLASTIC CAP <br />"PUBLIC <br />/ <br />8. MAP TITLED UTILITY EASEMENT SURVEY" BY CESI; DATED AUGUST <br />s, 2022; JOB NO.: 210372.000. <br />#4 <br />REBAR / �' - <br />_ - <br />SHEET 1 OF 2 <br />- / <br />I, DAVID L. HAYWOOD, JR., CERTIFY THAT HIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY <br />RECORDED PAGE THAT <br />_ _ - %a <br />EASEMENT SURVEY OF. <br />MADE UNDER MY SUPERVISION (DEED IN DEED BOOK 16552, 160); HE BOUNDARIES NOT <br />C�F <br />1:`RVEYED 10 00; THAT ARE THIS PTLAT WASP PAR DD AS DRAWN M IN INFAOCCORDANCERMATION OWI H IG.S.E477-30 SEDS AS HAMEN D; THAT HIS SURVEY SITHAT THE RATIO OF SOF IS <br />- <br />/,p� / ��•. <br />R BROWN M cA L L I S TE R E L E M E N TA R <br />ER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT -ORDERED SURVEY, OR OTHER <br />ANOTHER <br />^��� <br />� <br />. <br />EXCEPTION TO THE DEFINITION OF SUBDIVISION; THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF <br />L. BOGER �• <br />PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600); THAT ALL HORIZONTAL COORDINATES ARE <br />APN 5630-32-0873 <br />DB 7720 PG 40 <br />01 <br />NO. 12 TOWNSHIP, CITY OF CONCORD, CABARRUS CO., NORTH CAROLII <br />BASED ON NC GRID NAD 83 (2011) EPOCH 2O10.00; AND THAT THE FOLLOWING INFORMATION WAS USED TO PERFORM <br />p06y <br />,Zp6 1� <br />tx� <br />THE GPS SURVEY ESTABLISHING THE HORIZONTAL DATUM. <br />/ �p yy y/ ' <br />�h0 <br />OWNER: <br />1) CLASS OF SURVEY: HORIZONTAL CLASS A <br />:Fe p'0/ / � <br />/0 <br />CABARRUS COUNTY <br />POBOX388/ <br />2) HORIZONTAL POSITIONAL ACCURACY: 0.10' <br />Q��..O <br />3) TYPE OF GPS FIELD PROCEDURE: REAL-TIME KINEMATIC (RTK) NETWORK <br />/ /��� / <br />CONCORD, NC 28026 <br />4) DATES OF SURVEY: MAY 26, 2021 TO JUNE 9, 2021 <br />5) DATUM / EPOCH: NAD 83 (2011) EPOCH 2O10.00 <br />\ �� LORENE L. BOGER / <br />V �O / <br />DATE: 10-03-2024 COMPUTED BY: RAP <br />6) PUBLISHED / FIXED -CONTROL USED: NATIONAL SPATIAL REFERENCE SYSTEM (NSRS) <br />NC NETWORK <br />AND #4 REBAR 2 rn <br />ELIZABEH L, JONES / O <br />REVISED: DRAWN BY: RAP/OV <br />7) GEOID MODEL: GEOID18 <br />PIN:5630-32-1750 � � <br />/ <br />SCALE: 1" = 60' CHECKED BY: DLH <br />8) COMBINED GRID FACTOR: 0.99985089 <br />DB 708 PG 59 6. <br />/ <br />/ <br />CAC. TUCKER <br />PINS: 63 <br />PINS:5630-32-8804 <br />JOB NO.: 240656.000 <br />9) UNITS: US SURVEY FT <br />DB 3581 PG 276 <br />SCALE IN FEET <br />WITNESS MY ORI I jUR� AM 7 N\?AD SM E TIf 3RD DAY OF OCTOBER, 2024. <br />�� II /� <br />/ ��p�\G�'Pe <br />LORENE L. BOGER <br />B� <br />JO 5 / �1e <br />0 60 120 180 <br />NOT FOR EC R® TIO <br />PIN: 63OH-D3, <br />/ / DB 579 PG 366 <br />AAMES RICHARD WEAVER <br />49.67''TIE <br />49.67' TIE <br />' <br />/ ANDWFE <br />CE%N.C. <br />CIVIL - GEOTECHNICAL - SURVEYING <br />FIRM LICENSE NO. C-0263 <br />_ <br />MAR <br />/ PIN:5630-32-1474 1" IRON <br />/ -PIPE / \ <br />/ <br />45 SPRING STREET SW CONCORD (704) 786-54C <br />D D A 0 J ., L <br />/ DB 7899 PG 91 <br />CONCORD. NC 28025 <br />Page 46 <br />