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EXHIBIT APOINT OF COMMENCEMENT LEGAL DESCRIPTION' A PORTION OF STORM GROVE ROAD LYING BETWEEN THE WEST RIGHT OF WAY LINE OF THE FLORIDA '' N. LINE Of 5E0. 115. EAST COAST RAILWAY AND THE EAST RIGHT OF WAY OF LATERAL G CANAL AS SHOWN ON THE STATE \ TWSP. 32 5.. RANGE 39 E. OF FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SHOWING SECTION 88508-2601 AS RECORDED IN PLAT BOOK 11. PAGE 29 Of THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. \ AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS' COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF SECTION 15, TOWNSHIP 32 SOUTH. RANGE 39 EAST. INDIAN RIVER COUNTY. FLORIDA, AND THE WEST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST RAILWAY, THENCE ALONG SAID WEST RIGHT OF WAY SOUTH 15'26'17" EAST. TO THE NORTH RIGHT OF WAY OF STORM GROVE ROAD FOR 2.705.58 FEET. ALSO BEING THE POINT OF BEGINNING, \ill) THENCE CONTINUE ALONG SAID WEST RIGHT OF WAY SOUTH 15'26'17' EAST TO THE SOUTH RIGHT OF 1.3 WAY OF STORM GROVE ROAD. A DISTANCE OF 93.33 FEET, THENCE ALONG SAID SOUTH RIGHT OF O. WAY ON THE FOLLOWING COURSES, SOUTH 89'55'05" WEST. A DISTANCE OF 268.65 FEET, THENCE x\21 0 ON A RADIAL CURVE CONCAVE TO THE NORTH. HAVING A RADIUS OF 10.999.64 FEET. A LENGTH OF ° 0 676.68 FEET. A DELTA OF 03'31'29'. A CHORD BEARING OF NORTH 8819'05" WEST. AND A CHORD N 0 03 DISTANCE OF 676.57 FEET, THENCE ON A REVERSE RADIAL CURVE CONCAVE TO THE SOUTH. HAVING A \O 4 RADIUS OF 10,681.03 FEET. A LENGTH OF 665.71 FEET. A DELTA OF 03'34'16 A CHORD BEARING OF O W co NORTH 88'20'31' WEST. AND A CHORD DISTANCE OF 665.60 FEET TO A POINT, THENCE ALONG A O NON-TANGENT LINE. NORTH 00'00'00' WEST. TO THE SAID NORTH RIGHT OF WAY. A DISTANCE OF c O 90.00 FEET, THENCE ALONG SAID NORTH RIGHT OF WAY ON A NON-RADIAL CURVE CONCAVE TO THE pLi..0 SOUTH. HAVING A RADIUS OF 10.771.03 FEET. A LENGTH OF 671.12 FEET. A DELTA OF 03'34'12". A 7% CHORD BEARING Of SOUTH 88'20'29' EAST. AND A CHORD DISTANCE OF 671.01 FEET, THENCE ON A v\ A REVERSE RADIAL CURVE CONCAVE TO THE NORTH. HAVING A RADIUS OF 10.909.64 FEET. A LENGTH Of r" a 671.14 FEET. A DELTA OF 03'31'29". A CHORD BEARING OF SOUTH 88'19'08' EAST. AND A CHORD 0 DISTANCE Of 671.03 FEET, THENCE ON A RADIAL LME NORTH 89'55'08" EAST A DISTANCE OF 243.93 �,t.i\ FEET TO THE PLACE AND POINT OF BEGINNING. 0 \ PARCEL #. '� PARCEL #. R=10.771.03' NON-RADIAL N 32391500000100000006.0 'i32391500000100000006.1 L=671.12' \ A=03'34'12' NORTH RIGHT OF WAY Nv� \ 613=588'20'29TOf STORM GROVE RD. POINT OF N \ CD=671.01' - G-1 N89'55'OS'E BEGINNING a 243.93' I \ R=10.681.03' RADIAL 77 L=665.71' SOUTH RIGHT OF WAY R=10.999.64' RADIAL 589'55'08'W rA vcSS \ A=03'34'16' OF STORM GROVE RD. L=676.68' 268.65' GB=N88'20'31'W A=03'31'29" \ 9,‘ GD=665.60' CB=N88'19'08'W ,\ \ CD=676.57' I \ T. AOS \ CTA \ L-1 \ I \ 515'26'17"E 93.33' 32391500000500000001.0 L-2 \ \ I NOO'00'00'W 90.00' G-1 \ I R=10.909.64' RADIAL \ L=671.14' \ A-03.31'29' PARCEL #. CB=568'19'08'E \ 32391500000100000006.0 \ GD=671.03' \ \ \ t WILLIA E. HAY s r /AO/ rROFESSIONAL SURVEYO i- MArrER GNED FLORIDA REGISTRATION NO 4416 HAYHLRST LAND SI RVEYNG NG.SU"sRTCH DAT INT. REVISIONS: *SKETCH /5 NOT A SURVEY. CERTIFICATE OF AUTHORIZATION NUMBER (LB. 7364) 0RAWM" LE.H. 11/6/17 LEN EV.PER REarm THIS DRAWING AND COPIES THEREOF ARE NOT VALID SURVEYNG AND NAMING COMPANY CRICKED Mt mut WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL 445 9TH ST. S.W. Unit-7 fl6b DOM SEE OF A FLORIDA LICENSED SURVEYOR AND MAPPER. III VERO BEACH. FL. 32962 ''`gE"Q FILE PHONE (772) 569-6680 'nnDA - FAX. (7723 770-3446 ' 1'=300' hayhurstis•Ilve.com '10B N0` 15-315