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HomeMy WebLinkAboutExhibit 2Exhibits A and B Property Legal Description, Site Plan, Control Plan for Upland & Submerged Land Pre -Development Easement Final 01-03-06 Exhibit A LEGAL DESCRIPTION OF UPLAND PARCEL Commence at a point shown marked by an 5/8" diameter iron rod and Cap Stamped F.D.O.T., shown as P.T. Sta. 25+50 on the "Official Map of Location and Survey of a portion of Section 8706, designated as part of State Road A -I -A in Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56, at Page 71 of the Public Records of Dade County, Florida. Said point being the point of tangency of the original center line of the Douglas MacArthur Causeway running Easterly and South Easterly from the Westerly Limits (West Bridge) of Watson Island as shown on Sheet 3 of the State Road Department Right -of -Way Map, Section No. (8706-112) 87060-2117, revised March 25, 1959, said most Northerly curve having a radius of 1432.69 feet and a central angle of 62? 00' 00 seconds"; thence South 59? 51' 26" West departing radially from said centerline a distance of 987.36 feet to a Projected Bulkhead line; thence North 17? 12' 21" West along said bulkhead line, a distance of 238.86 feet to the point and place of beginning; thence North 17? 12' 21" West continuing along said bulkhead line a distance of 924.70 feet to the Southerly right of way line of State Road A-1-A Douglas MacArthur Causeway; thence along said Southerly right of way line the following courses and distances; South 89? 10' 55" East, a distance of 73.08 feet; thence North 86? 44' 00" East, a distance of 67.09 feet to non -tangent curve concave to the Northeast whose radial line bears North 39? 29' 18" East having a radius of 160.00 feet and central angle of 22? 09' 33"; thence along said curve an arc length of 61.88 feet; , thence South 72? 40' 15" East continuing along said Southerly right of way line a distance of 276.49 feet; to a curve concave to the Southwest having a radius of 600,00 feet and central angel of 46? 17' 39" thence along said curve an arc length of 484.79 feet to a point of tangency; thence South 26? 22' 36" East continuing along the southwesterly right of way line of State Road A-1-A, a distance of 196.59 feet; thence South 54? 07' 39" West Departing Said right of way line, a distance of 532.16 feet; thence North 35? 54' 03" West, a distance of 132.74 feet; thence South 54? 07' 39" West, a distance of 150.14 feet to the point of beginning. GY&S/208223.17 gxhibit B LEGAL DESCRIPTION OF SUBMERGED PARCEL Commence at a point marked by an 5/8" diameter iron rod and Cap Stamped F.D.O.T., shown as P. T. Sta. 25+50 on the "Official Map of Location and Survey of a portion of Section 8708, designated as part of State Road A-1-A in Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56, at Page 71 of the Public Records of Dade County, Florida. Said point being the point of tangency of the original center line of the Douglas MacArthur Causeway running Easterly and South Easterly from the Westerly limits (West Bridge) of Watson Island as shown on Sheet 3 of the State Road Department Right -of -Way Map, Section No. (8706.112) 87060-2117, revised March 25, 1959, said most Northerly curve having a radius of 1432.69 feet and a central angle of 62? 00' 00"; thence South 59? 51' 26" West departing radially from said centerline, a distance of 987.36 feet to a projected bulkhead line; thence North 17? 12' 21" West along said bulkhead Iine, a distance of 238.86 feet tothe point and place of beginning; thence South 49? 32' 57" West departing said bulkhead line a distance of 550.92 feet to a point of intersection of lines of turning basin limit as established by U.S. Army Corps of engineers and position by coordinates North 527,878.62 feet, East 926,135.22 feet (based on North American Datum 1983-NAC83); thence North 31? 03' 50" West, along the limits of said turning basin a distance of 428.44 feet to a point of intersection with the East right of way line of the intracoastal waterway; thence North 03? 27' 54" West along said East right of way line a distance of 874.43 feet to a point of intersection with the Southerly right of way line of said Douglas MacArthur Causeway, said point of intersection being a point on a curve concave Southerly and having a radius of 10,716.59 feet, a radial line to said point bears South 01? 15' 15" East; thence run Easterly for 387.46 feet along the arc of said curve and along said Southerly right of way line, through a central angle of 02? 04' 17" to a point of tangency; thence South 89? 10' 55" East continuing Easterly along the said Southerly right of way line, a distance of 31.87 feet more or less to a point of intersection with an existing bulkhead line; thence South 17? 12' 21" East along said bulkhead line a distance of 924.70 feet to the point of beginning. GY&S/208223.17 TURNING BASIN STATE ROAD A 1 A vamv Iminv vow ler AllaregrEr • 32 \ \ r 1 1 1 i (sort a ti oEsnerrton Ho mate su s Er cc zf ....me rr, PERMANENT = EASEMENT "D" - 0.59 AC- • �ti.yh��1 a' Y •