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A 20 FOOT I.R.C.D.U.5. EASEMENT EXHIBIT B POINT OF COMMENCEMENT A PORTION OF ABANDONED STORM GROVE ROAD LYING BETWEEN THE WEST RIGHT OF WAY LINE OF THE FLORIDA _ EAST COAST RAILWAY AND THE EAST RIGHT OF WAY OF LATERAL G CANAL AS SHOWN ON THE STATE OF N. LNE OF SEC. 15, FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SHOWING SECTION 88508-2601 AS RECORDED IN TW 5P. 32 5.. RANGE 39 E. PLAT BOOK 11. PAGE 29 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS - PARCEL CD - -A r COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF SECTION 15. TOWNSHIP 32 SOUTH. RANGE 39 EAST. 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, ICC INDIAN RIVER COUNTY. FLORIDA. AND THE WEST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST RAILWAY, T\ BEGINNING, THENCE CONTINUE ALONG SAID WEST RIGHT OF WAY. SOUTH 15'26'17' EAST. A DISTANCE OF 20.74 THENCE ALONG SAID WEST RIGHT OF WAY SOUTH 15'26'17' EAST. TO THE NORTH RIGHT OF WAY OF STORM FEET, THENCE PARALLEL TO SAID NORTH RIGHT OF WAY. SOUTH 89'55'08' WEST. A D15TANCE OF 259.04 FEET, L-1 GROVE ROAD FOR 2.705.58 FEET, THENCE ALONG SAID NORTH RIGHT OF WAY. SOUTH 89'55'08' WEST A Sc 674.52 FEET. A DELTA OF 03'31'29'. A CHORD BEARING OF NORTH 88'19'OB' WEST. AND A CHORD DISTANCE OF DISTANCE OF 243.93 FEET, THENCE ON A RADIAL CURVE CONCAVE TO THE NORTH. HAVING A RADIUS OF N 515'2G'17'E 10.909.64 FEET. A LENGTH OF 216.28 FEET. A DELTA OF 01'08'09'. A CHORD BEARING OF NORTH 89'30'47'4 20.00' WEST, AND A CHORD DISTANCE OF 667.70 FEET, THENCE ALONG A NON -TANGENT LINE. NORTH 00'00'00' WEST. WEST. AND A CHORD DISTANCE OF 216.28 FEET TO THE PONT OF BEGINNING, THENCE SOUTH 01'03'17' WEST. A a\ A DISTANCE OF 20.00 FEET, THENCE ON ANON -RADIAL CURVE CONCAVE TO THE NORTH. HAVING A RADIUS OF 70 0 0 10.929.64 FEET. A LENGTH OF 455.69 FEET. A DELTA OF 02'23'20'. A CHORD BEARING OF NORTH 87'45'03'0 \ C-1 WEST. AND A CHORD DISTANCE OF 455.66 FEET. THENCE ON A REVERSE RADIAL CURVE CONCAVE TO THE O w SOUTH. HAVING A RADIUS OF 10.751.03 FEET. A LENGTH OF 669.92 FEET. A DELTA OF 03'34'13'. A CHORD FEET TO THE PLACE AND PONT OF BEGINNING.32391500000100000006.0 z R=10.771.03' N.R. \ # 00 BEARING OF NORTH 88'20'29' WEST. AND A CHORD DISTANCE OF 669.81 FEET, THENGE ALONG A NON -TANGENT 32391500000100000006.1 A=03'34'12' -+ LINE. NORTH 00'00'00' WEST. TO THE 5AID NORTH RIGHT OF WAY. A DISTANCE OF 20.00 FEET, THENCE ALONG �\ u 0 A NON -RADIAL CURVE CONCAVE TO THE SOUTH. HAVING A RADIUS OF 10.771.03 FEET, A LENGTH OF 671.12 FEET, r n G a O A DELTA OF 03'34'12'. A CHORD BEARING OF SOUTH 88'20'29' EAST. AND A CHORD D15TANCE OF 671.01 FEET, �N\ THENCE ON A REVERSE RADIAL CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 10.909.64 FEET. A LENGTH CB=NB7'45'03'W CB=N88'20'29 W OF 454.86 FEET. A DELTA OF 02'23'20'. A CHORD BEARING OF SOUTH 87'45'03' EAST. AND A DISTANCE OF 'V ✓ CD=216.28' 454.83 FEET TO THE PLACE AND PONT OF BEGINNING.CR CD=669.81' CD=454.83' �\ G-6 PARCEL CID. -A r 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, ICC THENCE ALONG SAID WEST RIGHT OF WAY SOUTH 15'26'17' EAST. A DISTANCE OF 2.741.88 TO THE POINT OF T\ BEGINNING, THENCE CONTINUE ALONG SAID WEST RIGHT OF WAY. SOUTH 15'26'17' EAST. A DISTANCE OF 20.74 \ FEET, THENCE PARALLEL TO SAID NORTH RIGHT OF WAY. SOUTH 89'55'08' WEST. A D15TANCE OF 259.04 FEET, L-1 THENCE ALONG A RADIAL CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 10.964.64 FEET. A LENGTH OF Sc 674.52 FEET. A DELTA OF 03'31'29'. A CHORD BEARING OF NORTH 88'19'OB' WEST. AND A CHORD DISTANCE OF yc\ 674.42 FEET, THENCE ALONG A REVERSE RADIAL CURVE CONCAVE TO THE SOUTH. HAVING A RADIUS OF 515'2G'17'E 10.716.03 FEET. A LENGTH OF 667.81 FEET. A DELTA OF 03'34'14'. A CHORD BEARING OF NORTH 88'20'30' 20.00' WEST, AND A CHORD DISTANCE OF 667.70 FEET, THENCE ALONG A NON -TANGENT LINE. NORTH 00'00'00' WEST. \ TO SAID NORTH RIGHT OF WAY, A DISTANCE OF 20.00 FEET, THENCE ALONG A NON -RADIAL CURVE CONCAVE TO THE SOUTH. HAVING A RADIUS OF 10.736.03 FEET. A LENGTH OF 669.01 FEET. A DELTA OF 03'34'13'. A CHORD BEARING OF SOUTH 88'20'30' EAST. AND A CHORD DISTANCE OF 668.91 FEET, THENCE ALONG A REVERSE RADIAL CURVE CONCAVE TO THE NORTH. HAVING A RADIUS OF 10.944.64 FEET. A LENGTH OF 673.29 FEET. A C-1 DELTA OF 03'31'29'. A CHORD BEARING OF SOUTH 88'19'08' EAST. AND A CHORD DISTANCE OF 673.19 FEET, C-3 THENCE ALONG A LINE PARALLEL TO SAID NORTH RIGHT OF WAY. NORTH 89'55'08' EAST. A DISTANCE OF 253.54 PARCEL #. ? FEET TO THE PLACE AND PONT OF BEGINNING.32391500000100000006.0 z R=10.771.03' N.R. \ PARCEL #- L=671.12' \ m 32391500000100000006.1 A=03'34'12' L-216.28' \ CB=588'20'29'E NORTH RIGHT OF WAY OF STORM GROVE RD. POINT OF \ O CD=671.01' �B,EGNNING Cl) 589'55'08'W ------ C 2 \ L-3 a� B`\ �s0 -o 0 \ O0cl O� '00; A 0 ^ 00 l i\ 00 06,v N.R. - NON -RADIAL "` O\ 0 RAD. - RADIAL RODUS - INDIAN RIVERCOUNTY DEPARTMENT OF UTLUTIE5 SERVICES / JV WILLI 'M I✓C HAY ST TROi'ESSIONAL SURVCY t"MAPPCR rL ORIDA RCGISTItAT10N NO 4416 SOUTH RIGHT F WAY �9 OF STORM GROVE RD. G-2 C -i 243.93' M I J 1 6000' ICC \ L-1 L-3 IL-3 \ s 00 �' 501'03'17'W 20.00' 515'2G'17'E 20.74' NOO'00'00'W 20.00' \ 9)0 L-2 NOO'00'OO'W 20.00' L-4 L-6 589'55'08'W 259.04' N89'55'08'E 253.54' 0 C-1 G-2 C-3 C-4 \ R=10.909.64' RAD.R-10.929.64' N.R. R=10.751.03' RAD. R=10.909.64' RAD. L-216.28' L-455.69' L=669.92' L=454.86' A=01'08'09' A=02'23'20' A-03'34'13' A=02'23'20' GB=N89'3O'47'W CB=NB7'45'03'W CB=N88'20'29 W CB=587'45'03'E CD=216.28' GD -455.66' CD=669.81' CD=454.83' c__5 G-6 G-7 G--8 R=10.964.64' RAD.R=10.716.03' RAD. R-10.736.03' N.R. R=10.944.64' RAD. L=674.52' L=667.81' L=669.01' L-673.29' A=03'31'29' A-03'34'14' A=03'34'13' A=03'31'29' CB=NBB'19'08'W CB-N88'20'30'W CB=588'20'30'E CB=58819,08,E DATC SIGNED GD=674.42' CD=667.70' GD=668.91' GD=673.19' HAYMNST LAW SURVEYING M *5l(ETCH /6 NOT A 5LRVEY* CERTIFICATE OF AUTHORIZATION NUMBER (LB. 7364) THIS DRAWING AND COPIES.THQR EOF ARE NOT VAUD SURVEYING AND MAPPING COMPANY WITHOUT THE SIGNATURE AND-WGINAL RAISED SEAL 445 9TH ST. S.W. Unit -7 OF A FLORIDA LICENSED SURVEYOR AND MAPPER.14 VERO BEACH. FL. 32962 PHONE, C772) 569-6680 FAX- C772) 770-3446 hayhurstls •Ilve.com REVISIONS