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39 v <br />LINDA W000 LR <br />` HIGH MEADOW DR , 3 <br />iYoxs r . pp oE <br />aLw_ <br />S ITE MP GN <br />GALE DR <br />VICINITY MAP �\ <br />NOTES: <br />1- TRAVERSE ADJUSTED BY LEAST SQUARES ADJUSTMENT METHOD; RAW <br />ERROR OF CLOSURE 1:10,000 +. <br />2. AREA COMPUTED BY COORDINATE COMPUTATIONS. <br />3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS <br />OTHERWISE NOTED. <br />4. SUBJECT PROPERTY IS LOCATED IN ZONE X (AREAS DETERMINED TO BE <br />OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.)ZONE X (AREAS OF <br />0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD <br />WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE <br />AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY <br />LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE AE (SPECIAL FLOOD <br />HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE <br />FLOOD EVENT 100 YEAR FLOOD - BASE FLOOD ELEVATIONS <br />DETERMINED) AS PER F.E.M.A. F.I.R.M, COMMUNITY PANEL <br />No. 3710552700 J; EFFECTIVE DATE NOVEMBER 5, 2008. <br />\ °:i::. ...... <br />Y �6 <br />r x PERPETUAL STORMWATER BEST MANAGEMENT /PRACTICE DRAINAGE AND <br />\ / MAINTENANCE EASEMENT <br />7" 1.212 ACRES <br />K <br />4 -�_A <br />CABARRUS COUNTY <br />DB. 8522 PG. 77 <br />MB. 57 PG. 18 <br />5527 -71 -3127 <br />D <br />CABARRUS COUNTY VREeAR / — <br />SURVEY FOR: <br />BEARING <br />100 <br />0 <br />SCALE: 1 IN. = <br />�` <br />z n <br />VARIABLE WIDTH <br />.. <br />LAND DEVELOPMENT SERVICES <br />45 SPRING STREET SW CONCORD (704) 786 -5404 <br />STORMWATER BEST <br />r< \..:.:., <br />w <br />MANAGEMENT PRACTICE <br />c':ri_ <br />\ == =A <br />m z <br />ACCESS EASEMENT <br />�W <br />18.29' <br />\ 0.743 ACRES <br />?' �\.. =; <br />62.20' <br />S01'19'14'E <br />L43 <br />o <br />S40'48 <br />L44 <br />QZ <br />S68'11 <br />L45 <br />106.11' <br />DO <br />L46 <br />\ °:i::. ...... <br />Y �6 <br />r x PERPETUAL STORMWATER BEST MANAGEMENT /PRACTICE DRAINAGE AND <br />\ / MAINTENANCE EASEMENT <br />7" 1.212 ACRES <br />K <br />4 -�_A <br />CABARRUS COUNTY <br />DB. 8522 PG. 77 <br />MB. 57 PG. 18 <br />5527 -71 -3127 <br />D <br />CABARRUS COUNTY VREeAR / — <br />SURVEY FOR: <br />BEARING <br />100 <br />DATE: 30, 2011 <br />SCALE: 1 IN. = <br />�` <br />0 <br />DB. 3127 PG. 55 <br />, f <br />I ll�+ <br />LAND DEVELOPMENT SERVICES <br />45 SPRING STREET SW CONCORD (704) 786 -5404 <br />N24'04'42'W <br />5527 -60 -1870 <br />57.11' <br />ACAD FILE: patriots elem <br />0 CE , mn <br />.1na Nn 110303.000 _ <br />S24'04'42'E <br />L41 <br />18.29' <br />S65'55'18'W <br />L42 <br />62.20' <br />S01'19'14'E <br />L43 <br />94.94' <br />S40'48 <br />L44 <br />1 17.17' <br />S68'11 <br />L45 <br />106.11' <br />S74'5 9'49'W <br />L46 <br />53.57' <br />N81'21 <br />L47 <br />65.39' <br />N47'33'31'W <br />L48 <br />68,21' <br />Y <br />� <br />x <br />0 <br />• <br />REFERENCES: <br />LEGEND 1. ALL DEEDS AND MAPS SHOWN HEREON. <br />2. BOUNDARY SURVEY OF ROCKY RIVER MIDDLE SCHOOL BY CONCORD <br />N❑ PRINT SET ENGINEERING & SURVEYING, INC. DATED 10 -19 -2000, JOB #000109.000. <br />3. TOPOGRAPHIC SURVEY OF ROCKY RIVER MIDDLE SCHOOL BY CONCORD <br />SET IRON PIN ( #5 REBAR) ENGINEERING & SURVEYING, INC. DATED 6 -12 -2000, JOB #000109.002. . <br />EXISTING IRON PIN (AS DESCRIBED) 4. GENERAL CONTRACTOR PACKAGE ROCKY RIVER MIDDLE SCHOOL PLANS BY <br />CONCORD ENGINEERING AND SURVEYING, INC. DATED 12 -04 -2000 <br />TIE LINE JOB #000109.011. <br />BOUNDARY AS SURVEYED 5. EXCEPTION PLAT OF "THE MILLS, PARCEL A" BY THE ISSACS GROUP DATED <br />— — BOUNDARY BY DEED OR PLAT 12-05 -2008 AND RECORDED IN THE CABARRUS COUNTY REGISTER C <br />DEEDS, MAP BOOK 57, PAGE 18. <br />- - — - - — - - EASEMENT 6. CONSTRUCTION PLANS FOR THE ° NEW LOWER ROCKY ELEMENTARY SCHOOL" <br />DATED 11- 20 -08, LAST REVISED 4 -2 -09. <br />PLAT CERTIFICATION <br />I, MARION L. SANDLIN, JR. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY <br />SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED <br />DESCRIPTIONS RECORDED IN REFERENCES AS SHOWN HEREON); THAT THE <br />BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM <br />INFORMATION AS SHOWN HEREON; THAT THE RATIO OF PRECISION AS <br />CALCULATED IS 1:10,000 +; AND THAT <br />® D. THE SURVEY IS (TPA IA� Q SUCH AS THE <br />RECOMBINATIOk.S6 ' T � COURT ORDERED SURVEY, <br />OR OTHER EX.`QPp.•a ON 65 SUBDIVISION; <br />WITNESS MY ORIGINAI: SIGN�R REGISTRW NUMBER AND SEAL THIS <br />30TH DAY OF AUGUsf, 20t 1;. D. SEAL <br />PROFESSIONAL LAA'Q,`S`f�R Yb w S�'+° ,`LICENSE NO. L -2941 <br />nl r Fl ann 1 IrcnISF Nn. r.- n��`.� 16:° <br />UTILITY AND ACCESS EASEMENT _ SURVEY <br />PROPERTY OF: CABARRUS COUNTY <br />CITY OF CONCORD, N0.1 TW p CABARRUS CO., NC <br />ADDRESS: HOLDEN AVE CONCORD , NC <br />MAP RECORDED IN MO. 5 , PG. 18 ; DEED RECORDED IN De. 8522 PG. 77 <br />LINE TABLE <br />CABARRUS COUNTY <br />SURVEY FOR: <br />BEARING <br />100 <br />DATE: 30, 2011 <br />SCALE: 1 IN. = <br />FL <br />100 <br />0 100 200 <br />, f <br />I ll�+ <br />LAND DEVELOPMENT SERVICES <br />45 SPRING STREET SW CONCORD (704) 786 -5404 <br />N24'04'42'W <br />CONCORD, NC 28025 FAX (704) 786 -7454 <br />57.11' <br />ACAD FILE: patriots elem <br />0 CE , mn <br />.1na Nn 110303.000 _ <br />LINE TABLE <br />LINE <br />LENGTH <br />BEARING <br />L36 <br />236.52' <br />S24'04'42'E <br />L37 <br />172.67' <br />N65'55 <br />L38 <br />126.44' <br />N24'04'42'W <br />L39 <br />57.11' <br />N65 <br />L40 <br />232.23' <br />S24'04'42'E <br />L41 <br />18.29' <br />S65'55'18'W <br />L42 <br />62.20' <br />S01'19'14'E <br />L43 <br />94.94' <br />S40'48 <br />L44 <br />1 17.17' <br />S68'11 <br />L45 <br />106.11' <br />S74'5 9'49'W <br />L46 <br />53.57' <br />N81'21 <br />L47 <br />65.39' <br />N47'33'31'W <br />L48 <br />68,21' <br />N15'21'45'W <br />L49 <br />38.39' <br />N28'39'03'E <br />L50 <br />260.49' <br />N65'55'18'E <br />L51 <br />212.23' <br />N24'04'42'W <br />L52 <br />17.11' <br />S65'55'18'W <br />L53 <br />S24'04'42'E <br />L54 <br />S65 <br />L55 <br />V9935' <br />N24`04'42'W <br />L62 <br />N65'55'18'E <br />L63 <br />S24'04'42'E <br />F -1 Page b4 <br />