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EXHIBIT A, Page 3 of 3 <br />�Ira;tt �E.oar ouT a�c� <br />r <br />VICINITY 4AP <br />MAIN SCHOOL <br />BULD €NG <br />¢S RESAR � CABARRUS COUNTY <br />D8, 3127 PG, 55 <br />Po <br />SANrARYSEWER 1 ;� ; 5527 -60 -1870 <br />EASEMENT - <br />1.160 ACRES <br />'¢s X <br />7 <br />V; 20' PUBLIC SEWER <br />Cam' N x <br />ACCESS EASEMENT <br />/ <br />0 1 0.244 ACRES yr <br />LA <br />n � $ <br />"gp <br />#3 RE13AR - 1 . <br />(SENT) X 22 <br />1 <br />Z � <br />BRIAN J. KELLY & w <br />ELAINE FULL KELLY -1 � M OD <br />08.5129 PG.118 (p Lo <br />p ( v <br />5527 -40 -6497 <br />Sg2'24'2 - <br /># REDAR 697 .7 <br />S r ��V ET <br />r � ASS � SAtStY � # pia � 1 <br />�SSr 1r��rY~ <br />EDDYNE MCKENZIE <br />DAVIDSON 1 <br />D3 .1348 PG.2 Z <br />5526 -49 -6736 <br />fom E€ICES; <br />T, 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 1000109.000, <br />3_ TOPOGRAPHIC SURVEY OF ROCKY RIVER M ODLE SCHOOL BY CONCORD <br />ENUNEMNG & SURWYiNG, NO. DATED 6 -12 -2040, JOB #000€09.002 . <br />4. GENERAL CONTRACTOR PACKAGE ROCKY RIVER MIDDLE SCHOOL PLANS BY <br />CONCORD E1NCINIEERiNG AND SURVEYING, INC. DATED €2 -G4 -2000 <br />JOB 000109.011. <br />5. CONSTRUCTION PLANS FOR THE 'NEW LOWER ROCKY FUNENTARY SCHOOL' <br />DATED 11- 20-08. LAST REVISED 4 -2 -09. <br />NOTE 5: <br />1. TRAVERSE ADJUSTED BY LEAST SQUARES ADJUSTMENT METHOD: RAW <br />ERROR OF CLOSURE 1:14,000 +: <br />2 AREA COMPUTED BY COORDINATE COMPUTA <br />3, ALL OISTANCES SHOWN ARE HOR2ONTAL GROUND DISTANCES UNLESS <br />OTHERWISE NOTED. <br />4, SUBJECT PROPERTY IS LOCATED IN ZONE X (AREAS DETERMINED TO BE <br />OLF19DE 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 T FOOT OR WITH DRAINAGE <br />AREAS LESS THAN 1 SQUARE hVLE; AND AREAS PROTECTED BY <br />LEVEES FROM 19 ANNUAL CHANCE FLOOD. ZONE AE (SPECIAL FLOW <br />HAZARD AREAS SUBJECT TO ENUNDATTON I3Y 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. 371055270" EFFECTIVE DATE NOVEMBER 5, 200& <br />PLAT CERTFICATION <br />I, MARION L SANOUN, ,R CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY <br />SUPFRIASID.N FROM AN ACTUAL SURVEY MADE UNDER MY SUPERV190N (DEED <br />DESCRIPTIONS RECORDED IN REFERENCES AS SHOWN HEREON); THAT THE <br />BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAVrN FROM <br />INFORMATION AS SHOWN HEREON; THAT 'WE RATIO OF PRECISION AS <br />CALCULATED IS 1:10,000+: <br />® 0. THE SURVEY I$,4F SUCH AS THE <br />OT 0, i <br />'IF SURVEY. <br />ORR <br />oR O TH E R ,pp ON suBDlws oN; <br />VATNESS MY ORIG 4 4AL STG RE�$lTNltT1O� NT.IMBER AND SEAL TEIS <br />30TH DAY OF AfjG i, 2 i€ AD. LL : <br />PROFESSfONA4. LAft,, Yft�V",•p LICENSE NO. L --2941 <br />N.C. FIRM LICENSE NO. C -0263 <br />- (fI <br />�a� M <br />9 x n�i <br />�n <br />0 <br />Z. <br />[C <br />�z <br />oa <br />ai <br />m <br />LINE TABLE <br />LINE <br />LENGTH <br />BEARING <br />Ll <br />92196' <br />1133 <br />L2 <br />74.66' <br />Nil•27 <br />L3 <br />144"' <br />N71'4623'E <br />L7 <br />157.94' <br />S71'46 <br />L$ <br />45.45' <br />S73'31'01'V <br />L9 <br />2000' <br />S73'3l'Oi'V <br />LIO <br />46,16' <br />S1l`27'05'E <br />L1l <br />M."' <br />S€S'26'34'F <br />L12 <br />30119' <br />S15'26'34'E <br />L13 A <br />79.06' <br />S31'31'22'V <br />Ll4 <br />40.32 <br />S74 <br />L15 <br />89.78' <br />N71'31'52'E <br />Lib <br />14005' <br />N63'47'10'E <br />LV <br />116.91' <br />N17 <br />LI8 <br />77.83' <br />N1S <br />L19 <br />70.02' <br />S45'S5';'0'E <br />LED <br />11 8.91' <br />S17'47'30'V <br />L21 <br />141.40' <br />S63'4790'V <br />3.22 <br />92.19' <br />S71 <br />CURVE TABLE <br />E <br />LENGTH <br />RADIUS <br />BEARING <br />CHORD <br />52.18' <br />6500' <br />N40'47'20'E <br />50,79' <br />iC4 <br />.25'S <br />F041 786 -7451 <br />C'MCORB, No 28025 AT( (7 <br />- E <br />37.70' <br />SANITARY SETTER LINE <br />SOOT' <br />BSAO' <br />S'00'56'05'V <br />49.3$' <br />68.23' <br />BSAO' <br />S40'47'20'V <br />66.42' <br />LMUTY ANO ACCESS EASEMENT <br />PROPERTY OF: CABARRUS COUNTY <br />CITY OF CONCORD, NO.F CABARRUS Co., NC <br />ADDRESS: HOLDEN AVE. CONCORD � N O <br />MAP RECORDER IN RB. — . a0._; OEEO REOXWER IN 00. 3127 P C . SS <br />LEGEND <br />SURVEY FOR: <br />3�E <br />NCT POINT SET <br />FT DATE: AUGUST 30, 201 € <br />O <br />SET IRON PIN (N5 REBAR) <br />, h • <br />0 <br />EXISTING IRON PIN (AS DESCRIBED) <br />45 SPRING STREET W CUCMD <}01) 786 -54M <br />SANITARY SEWER XAMTOLE <br />F041 786 -7451 <br />C'MCORB, No 28025 AT( (7 <br />------- <br />SS- - - -SS— <br />SANITARY SETTER LINE <br />—X-- <br />-- X- - XX — X — <br />FENCE <br />TIE LINE <br />BOUNDARY AS SURVEYED <br />— <br />— — — — — <br />BOUNDARY BY DEED OR PLAT <br />EASEMENI <br />— ..— <br />..— ..-- .— .....— <br />CREEK GR BRANCH <br />LMUTY ANO ACCESS EASEMENT <br />PROPERTY OF: CABARRUS COUNTY <br />CITY OF CONCORD, NO.F CABARRUS Co., NC <br />ADDRESS: HOLDEN AVE. CONCORD � N O <br />MAP RECORDER IN RB. — . a0._; OEEO REOXWER IN 00. 3127 P C . SS <br />F -1 <br />SHEET 1 OF 4 <br />SURVEY <br />Page 59 <br />number 6 <br />CABARRUS COUNTY <br />SURVEY FOR: <br />SCALE i N - 100 <br />FT DATE: AUGUST 30, 201 € <br />109 <br />0 100 200 <br />, h • <br />LAND DEVELOPMENT SERVICES <br />l <br />45 SPRING STREET W CUCMD <}01) 786 -54M <br />F041 786 -7451 <br />C'MCORB, No 28025 AT( (7 <br />ACAD FILE_:_ potriois eT— pTT <br />ID ccs1101) <br />JOB NO, 110303.000 <br />F -1 <br />SHEET 1 OF 4 <br />SURVEY <br />Page 59 <br />number 6 <br />