HomeMy WebLinkAboutExhibit AEXHIBIT "A"
OF
INDEMNIFICATION AND HOLD HARMLESS AGREEMENT
BY
THE CITY OF MIAMI, ET AL.
TO
MIAMI-DADE COUNTY
LEGAL DESCRIPTION
Tracts "A", "B" and "C" of WATSON ISLAND SOUTHWEST, according to the Plat thereof,
recorded in Plat Book 166, at Page 11, of the Public Records of Miami -Dade County, Florida.
AND
SUBMERGED LANDS PARCEL
Commence at a point shown marked by an 5/8" diameter iron and Cap Stamped F.D.O.T.,
shown as P.T. Sta. 25+50 on the "Official Map Location and Survey of a portion of Section 8706,
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
centerline 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, sold
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 line, a distance of
238.86 feet to the 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) with the Northerly line
of the Miami Main Ship Channel; thence North 31 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 32.06 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.
SCALE 1:40
LEGEND
COUNTY FACILITIES TO BE
ABANDONED
20" WATER MAIN
36" WATER MAIN
— — — SANITARY SEWER
COUNTY FACILITIES TO BE
ABANDONED
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Kimley*Horn
REGISTRY 696
CLIENT
FI. Lauderdale. FL 33304
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EXHIBIT B
PROJECT No 050-00
ATE: 5/1 25 SCALE:
SHEET 1 OF 1