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1139 <br />LINDA W000 W. <br />` HIGH MEADOW DR <br />� <br />R am <br />LYONB r <br />eLw` <br />BEARING <br />SITE <br />GRID N� � 9 <br />/ <br />w ss <br />D, <br />Q o <br />VICINITY MAP <br />N49 <br />7 <br />X ugh �O� <br />�OQOG �0, <br />Q p y �, <br />O <br />REBAR <br />LINE TABLE <br />L69 <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.LR.M. COMMUNITY PANEL <br />No. 3710552700J; EFFECTIVE DATE NOVEMBER 5, 2008. <br />REFERENCES: <br />1. ALL DEEDS AND MAPS SHOWN HEREON. <br />2- BOUNDARY SURVEY OF ROCKY RIVER MIDDLE SCHOOL BY CONCORD <br />ENGINEERING & SURVEYING, INC. DATED 10 -19 -2000, JOB #000109.000. <br />3 • TOPOGRAPHIC SURVEY OF ROCKY RIVER MIDDLE SCHOOL BY CONCORD <br />ENGINEERING & SURVEYING, INC. DATED 6 -12 -2000, JOB #000109.002. . <br />4. GENERAL CONTRACTOR PACKAGE ROCKY RIVER MIDDLE SCHOOL PLANS BY <br />CONCORD ENGINEERING AND SURVEYING, INC. DATED 12 -04 -2000 <br />JOB #000109.011. <br />5. EXCEPTION PLAT OF "THE MILLS, PARCEL A BY THE ISSACS GROUP DATED <br />LENGTH <br />BEARING <br />5.28' <br />S82 °5645'E <br />35,83' <br />N49 <br />51.27' <br />N38 °09'22'W <br />35.60' <br />N52 °58'52'E <br />20.02' <br />N52 °58'52'E <br />34,38' <br />S52 <br />17.68' <br />N37 °06'28'W <br />30.54' <br />S39.18'55'E <br />02,88' <br />202.86' <br />S37 °36'40'E <br />S82 °56'45'E <br />37.60' <br />SIS•25'33'E <br />803T <br />S22 °49'05'E <br />75.25' <br />S24'04'42'E <br />75.47' <br />N24'04'42'W <br />81.19' <br />N22 <br />37.60' <br />N15 °25'33'W <br />105.68' <br />N82 <br />202.88' <br />N37 <br />31.34' <br />N39 °18'55'W <br />33.15' <br />S37.01'18'E <br />30.00' <br />S52.58'42'W <br />33.15' <br />N37 °01181W <br />30.00' <br />NII'00'52'W <br />30.00' <br />N78 °59'08'E <br />/\ #+ KL,JAI( <br />p �\ <br />L69 <br />32.66' <br />Sll °00'52'E <br />12 -05-2008 AND RECORDED IN THE CABARRUS COUNTY REGISTER OF <br />DEEDS, MAP BOOK 57, PAGE 18. <br />L70 <br />83.19' <br />Nll °00'52'W <br />C7\\ \ <br />L71 <br />70.99' <br />Sl1 <br />6. CONSTRUCTION PLANS FOR THE - NEW LOWER ROCKY ELEMENTARY SCHOOL' <br />DATED 11- 20 -08, LAST REVISED 4 -2 -09. <br />L72 <br />20.69' <br />S07 <br />C8 <br />r <br />140.00' <br />1 <br />? SHEET 3 <br />SHEET 2 <br />C16 '_ ROCKY RIVER <br />\ CHURCH ROAD, LLC <br />D # REBAR < -.' DB_1996 PG.167 <br /># REBAR BENT( ` 051 s; 5527 -72 -5264 <br />\ \ <br />J 20' STORMWATER BEST <br />MANAGEMENT PRACTICE <br />9 i- 5 REBAR & PUBLIC SEWER ' <br />#3 REBAR <br /># ACCESS EASEMENT <br />0.170 A / i <br />ACRES \ <br />S 78'35'19 W w C8 <br />26.82. C5 L72 <br />C15 . - : �.L32- z <br />43 REBAR #3 REBAR �. r _ ..1 I Sa� a o <br />S 75'55'06' W / <br />17.22' <br />30' PUBLIC SEWER <br />ACCESS EASEMENT <br />2,296 SQ. FT. <br />y 0.053 ACRES <br />0 <br />O 30' PUBLIC <br />B SANITARY SEN <br />i EASEMENT <br />1.160 ACRE` <br />8 \ <br />PROPOSED Y �i"! / , <br />PUBLIC WATER / <br />EASEMENT <br />995 SQ. FT. <br />DETAIL A <br />1' =40' <br />LEGEND <br />x NO POINT SET <br />0 SET IRON PIN ( #5 REBAR) <br />• EXISTING IRON PIN (AS DESCRIBED) <br />U VARIABLE WIDTH <br />VA a STORMWATER BEST MANAGEMENT PRACTICE C14. ACCESS EASEMENT <br />m 0.743 ACRES <br />CURVE TABLE <br />T! <br />f "` <br />CABARRUS COUK <br />RADIUS <br />l io <br />DB. 8522 PG. 77 <br />CS <br />zo <br />MB. 57 PG. 18 <br />o <br />O <br />= <br />° <br />0 5527 -71 -3127 <br />N <br />N <br />O (� <br />, <br />7 <br />p1 C, <br />O <br />C8 <br />r <br />140.00' <br />1 <br />? SHEET 3 <br />SHEET 2 <br />C9 <br />216.25' <br />183.50' <br />vi <br />MATCHLINE <br />CURVE TABLE <br />CURVE <br />ILENGTH <br />RADIUS <br />BEARING <br />CHORD <br />CS <br />27.16' <br />160.00' <br />N78 <br />2712' <br />C7 <br />15.17' <br />510.00' <br />S38 <br />15.17' <br />C8 <br />110.77' <br />140.00' <br />S60 <br />107.91' <br />C9 <br />216.25' <br />183.50' <br />S49 <br />203.95' <br />C70 <br />14.19' <br />110.00' <br />S19'07'19'E <br />14.18' <br />CI1 <br />110.97' <br />41.75' <br />S24 <br />81.07' <br />C12 <br />110.97' <br />41.75' <br />'42'W <br />81.07' <br />C13 <br />16.77' <br />130.00' <br />'19'W <br />16.76' <br />C14 <br />192.68' <br />163.50' <br />'09'W <br />EN552458" <br />181.72' <br />CIS <br />99.44' <br />160.00' <br />' <br />97.85' <br />C16 <br />14.57' <br />490.00' <br />'47'W <br />14.57' <br />TIE LINE <br />BOUNDARY AS SURVEYED <br />- BOUNDARY BY DEED OR PLAT <br />--- - - - - -- EASEMENT <br />C9 <br />MAP 3 OF 41 <br />PLAT CERTIFICATION <br />UTILITY AND ACCESS EASEMENT SURVEY <br />I, MARION L. SANDUN, JR. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY <br />OF: CABARRUS COUNTY <br />SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED <br />PROPERTY <br />DESCRIPTIONS RECORDED IN REFERENCES AS SHOWN HEREON); THAT THE <br />CITY OF CONCORD, NO.1 TWp., CABARRUS Co., NC <br />BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM <br />INFORMATION AS SHOWN HEREON; THAT THE RATIO OF PRECISION AS <br />ADDRESS: HOLDEN AVE CONCORD , NC <br />CALCULATED I5 1 :10,000 +; AND THAIi <br />MAP RECORDED IN M8. 5 PG. 1 8 DEED RECORDED IN DB.8522. PO , 77 <br />q�1 <br />® D. THE SURVEY IS OF `•�.. R �C /7,�y16 AS THE <br />RECOMBINATION O . X T} y 4. ; , 1 ?�CVORT,ORDERED SURVEY, <br />OR OTHER EXCEPT Z& T 11 V FI IT1Qf SUBDIVISION; <br />CABARRUS COUNTY <br />SURVEY FOR: <br />o <br />WITNESS MY ORIGINAL SIGiATURC, RkG13T�ACIN U& ER kND SEAL THIS <br />100 30, 2011 <br />30TH DAY OF AUGUST, 2Q1 A.Q = <br />SCALE: 1 IN. = FF. DATE: <br />��JC ®®P$�z776qy. `® <br />11 <br />7. <br />®a <br />® <br />`l' <br />100 O 100 200 <br />LAND DEVELOPMENT SERVICES <br />�°' ® e <br />aaaa6aaaaaa ��+'t,,I <br />- 45 SPRING STREET SW CONCORD (704) 786 -5404 <br />CONCORD, NC 28025 FAX (704) 786 -7454 <br />PROFESSIONAL LAND SURdF,� S A }�.-'YSE NO. L -2941 <br />r <br />ACAD FILE: patriots elem <br />w a <br />M <br />U- a <br />O <br />Of <br />(n ( D <br />0 <br />z <br />03 <br />Cl 2 �:5 : . <br />N.C. FIRM LICENSE NO. C -0263 F 1 © CES12011 JOB NO.: 11 U3US.Ua U <br />g <br />