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For. <br />5/32016 <br />EXHIBIT A <br />Schulke, Bittle & Stoddard, LLC <br />Engineer's Site Construction Cost Estimate <br />SANDY LANE PD <br />fTEM-p ---------"-•- <br />P <br />_UA7T- -:QUANTITY_ -.mn PRICE - -- <br />TOTAL-.._.. %COMPLETE <br />--S COMPLETE'- <br />oft <br />-QTY: <br />REMAINING "f <br />REMAINING - <br />EARTHWORK <br />_ <br />Mobilize <br />M.O.T.O.T. t3on <br />LS <br />S <br />t <br />S 000.00 <br />5000.00 <br />�% <br />34 500.00 <br />Clear Grub <br />AC <br />1 <br />6 <br />S 2 3x0.00 E <br />' 2340.00 <br />96.% <br />108.00 <br />0.10 S <br />0.10 <br />500.00 <br />Ero53oit i Orltf0l/ St/✓PP <br />LS <br />t <br />5 <br />S f <br />49 .98 <br />Sox <br />344 999 88 <br />0. S <br />234.00 <br />5 000.00 <br />Retention Area and Bann Earthwork <br />CY <br />B240 <br />_8500.00 <br />S 5.00 E <br />e 500.00 <br />130% <br />'S7 850. <br />f <br />I F I <br />Y <br />.1000 <br />S 11.00 E <br />.31200.00 <br />11 000.00 <br />90x <br />528080.00 <br />624.00 <br />3182p.� <br />8 StablflzeUon <br />by <br />2955 <br />E <br />�% <br />59'� <br />100.00 f <br />1.100.00 <br />8 ne Rock�% <br />2 800 <br />.4.84 f <br />E <br />14,302 20 <br />512 871:88' <br />295.50 $ <br />1 430.22 <br />As all Pato 1 112' SID <br />SY <br />2 682 <br />_ 11.71 Si <br />S 11.88 <br />3 788.00 <br />90% <br />529 509,20 <br />280.00 S <br />3.278.801 <br />12' Stabilization <br />SY <br />440 <br />5 4.84 <br />32 130.38 <br />-p96 <br />50.00 <br />.2 2.00 $ <br />32 130.36 <br />8` ns <br />SY <br />440 <br />S <br />S 13.46 E <br />129.60 <br />122,40 <br />go% <br />S1916,84 <br />44.00 S <br />12.96 <br />h Pavemem 7 <br />SY <br />440 <br />S 17.90 <br />98% <br />E5 330.18q <br />41.00 <br />592.24 <br />T D•uxb <br />- . LF <br />'720 <br />E <br />S 9.70 $ <br />- 7878.00 <br />009%6 <br />O'OD <br />440.00 S <br />7 876.00 <br />... - and Paverhant M-- <br />LS- <br />t <br />S 3 8 <br />2 134.00 <br />$0.00 <br />220.00 11 <br />2 134.00 <br />Sod RO - - <br />SF <br />_ <br />24 850 <br />$ 0.35 S <br />0. 5 $ <br />3861.00 <br />8697.50 <br />0% <br />E0.00 <br />1,00 $ <br />31 1.00 <br />Te <br />LS <br />1 <br />S 4000.00 $ <br />4 000.00 <br />Ox <br />$0.00 <br />24 850.00 S <br />8897.50 <br />Protessiorm! lSury Stake -Out / As-Buftta <br />LS <br />1 <br />3 4 725.00 $ <br />SOx <br />f2 0$0.00 <br />0.50 S <br />2000,00 <br />$ .Set PCP'sJ PRM's <br />LS <br />1 <br />S 500.00 $ <br />. 4725.00 <br />75x <br />- S3 543.75 <br />0.255 <br />1 181,25 <br />_ <br />In 'onslCertificaliions <br />LS <br />1 <br />.�t <br />S 7500.00 <br />1500.00 <br />7500.00 <br />75X <br />S1 125.00 <br />0.25 S <br />375.00 <br />Slrbtotal 'S <br />_ <br />- 236606.01. <br />75x <br />67.55% <br />55625.00- <br />$159,157.71' <br />025 E <br />- = <br />1-875.00 <br />LANDSCAPE/ IRRIGATION _ <br />non - <br />UNI <br />QUANTfTY <br />UNIT PRICE- <br />TOTAL <br />%COMPLETE <br />$ COMPLETE <br />$ 78 33 <br />_12 <br />LS <br />1 <br />. f 36,641:00. S <br />38 841.00 <br />QTY. REMAINING $ <br />REMAINWG <br />Sea' tonwood 8 o.& Mn. <br />EA . <br />512 <br />$ 154.21 :S <br />7B 855.52 <br />S34442.54 <br />0.06 S <br />2,198.46 <br />Sod Floratilm <br />5000 <br />- 0.35= 5 <br />96% <br />$75,871;32 <br />20.00 S <br />3 08420 <br />MUMSF <br />brat tus -- <br />EA <br />3 <br />f .4. <br />1 750.00 <br />0% <br />$0.00 <br />000.1X1 S <br />1 760.00 <br />Palm <br />Palm Sabal 15-o.L <br />-c.L- <br />EA <br />8 <br />28 <br />E �S <br />17 430.00 <br />'S <br />76% <br />$13,197.00 <br />Oak Live dbh <br />dbh <br />Eq <br />1 - <br />MAO: <br />72260 <br />577.32 <br />00 <br />0.00. <br />5 b77 32 <br />a <br />DWari Sdtefierd T 3' O.S. <br />EA <br />40 <br />$ 30.75 <br />2 880.40 <br />0% - <br />50.00 <br />4.00 S <br />2890.40 <br />DwofSdwf wa 8'0.8. <br />-EA <br />' <br />. S <br />$ <br />'S <br />1230.00 <br />'1472.09 <br />50.00 <br />- 40.00 $ <br />1230.OD <br />Com9e7 <br />1=.4 <br />.29 <br />88 <br />- 154.21 .S <br />0% <br />.00 <br />29.00 S <br />A472M <br />_ <br />Annuals <br />EA <br />f 45.79 . S <br />3 862,14 <br />0% <br />$0.00 <br />$6.00 <br />3 682.14 <br />Dwarf Sche Hera 24' oAL <br />fA <br />54 <br />a <br />888.64 <br />0% <br />$0.00 - <br />138. <br />1366.84 <br />Saw Palmetto 3' o.a. <br />EA <br />11.78 S <br />A <br />635.04 <br />0% <br />$Q00 <br />54 00 S <br />635.04" <br />MOS Sabal Paint <br />EA <br />.19 <br />176 <br />394.51 S <br />7495-69 <br />0% <br />$0.0019.00 <br />f <br />7 4&S.bg <br />_ <br />Tree a -MOS <br />EA <br />Ifs <br />S 745.00 5 <br />S <br />25 375.00 <br />9D% <br />$22 765.00 <br />"18.00 E <br />M e Trees <br />281335 S <br />$ 4 913.66 <br />375:15 <br />100% <br />$2 375.15 <br />It <br />M. 8 <br />Brim Barters - <br />LS <br />.10 <br />$ <br />S 8 555 <br />49 135.60 <br />100% <br />E48136.60' <br />0.00' S <br />Butt 17-14' <br />EA <br />10 <br />f 37488_L <br />555.56 <br />10D% <br />- <br />0. f <br />_ _ <br />a 17-14'IOD% <br />EA <br />10 <br />E 359.34 E <br />3 748.60 <br />748.80 <br />0.00 <br />Si son S ars 18" + <br />FA <br />500 <br />f 12.38 S <br />3,593.40 <br />100% <br />3 593.10 <br />0.00 <br />C 18 + <br />EA <br />250 <br />1 <br />6195.00 <br />40% <br />$2,47110D <br />300.00 E <br />3 717 OD <br />M ne 18' + <br />ES <br />2I <br />.3 <br />S 1239 $ <br />308750 <br />IO% <br />51239. <br />150.011 <br />i 658.50 <br />Herbidde 2e ca8ons. <br />LS <br />1 <br />E 340.00 $ <br />478.00 <br />83% <br />52 058: 4 <br />34.00 $ <br />421.26 <br />WldCaftee <br />PA <br />178 <br />f 12.39 S <br />.340.00 <br />tot»: <br />5310.00 <br />0.00 S <br />.. <br />...3867.30 <br />Subtotal S <br />205.42 <br />2B2 72&07 <br />39%1. <br />108.00 S <br />1338.12' <br />83.Sex <br />5244,66821 <br />• S <br />48 659-88 �' <br />Street L Ms <br />$veaW ld <br />UNIT I <br />LS_ <br />QUANTITY I"UNM <br />PRICE <br />TOTAL I <br />"% COMPLETE <br />f COMPLETE .QTY, REMAINING f REMri@lING xq <br />1 <br />S 16.834.28 15 <br />18,634.26 1 <br />509: 1 <br />58-417.13 1., <br />-0,501.1; <br />8,417.13 <br />Subtotal S <br />16834.28 <br />50.00% <br />58117.13 <br />f <br />_ 8 417:13 <br />PaM din na elEarthwork <br />Lartdsca a/1rA atlon <br />- <br />S <br />.235,606.04'�O�Z <br />3159157.71'.S <br />i <br />511661E hts - <br />$ <br />"$ <br />292.728.07 <br />$24456621. <br />-76.418.33 <br />48059.86 <br />Wate7f Servatm See Shfet 2 ort <br />10.834.28.58;417.13- <br />f <br />8,417,S <br />385.B1S.10,S <br />13,:2416 <br />S4g7,e54:15� <br />S <br />149 .81. <br />i1f1C.07E OF COST CyT61A1A7E _ � - <br />W .)<v, SMu6to, P. Flodda reQiate. nn�neet, Lipnss No. 47048, do hereby certify to Indian River Courcy <br />,bdr4 ss&n-at Po e(Ma•M reaponsEM dineb/oyn `Mgr thoap i rove n s dami=ad In Nb <br />I ipa a 4;1x1 wit a e. ,oic1 htgrowntsrttt _Thta <br />rts.t.n bnan tvnparo 'r3 o` -approval try the 0&k ti*(86W Pfat fW M Sandy Lane, P.D. pr je., <br />rL'Lepepos@p(, tiratjsinamtif/jj�►J%_dthemsflh. <br />- 4{5eytatdre) <br />t. Yl• P Fhrida Retyshretf Engineer License No. 47048 <br />7.z• <br />eAe <br />CO _517.%/6 <br />77 <br />