Parcel I a. The City has commissioned summary and review appraisals of the property that will be exchanged to reconfigure and create Parcel I and to exchange Parcel I with the parcel owned by the Wolfhound (APN 032-135-14). The Parties have reviewed the appraisals and agree they properly reflect the value of the subject properties.
b. The Agency is requesting the exchange of properties with the City and Wolfhound in order to reconfigure the existing parcel the Agency owns (APN 032-136-11) and create Parcel I in connection with an exchange of such Parcel I for the Wolfhound Parcel in accordance with the Redevelopment Plan.
c. In furtherance of the Redevelopment Plan, the Agency is acquiring the Wolfhound Parcel for the purpose of an important assemblage with other real property owned by the Agency to facilitate and accomplish the residential and mixed use Silverwing Project. Through the exchange of Parcel I with the Wolfhound Parcel, the Agency can achieve the objectives of the Redevelopment Plan efficiently and minimize costs and delay in acquiring the Wolfhound Parcel. The Parties agree that the land exchange between the Agency, the City and Wolfhound to (i) reconfigure and create Parcel I; and,
Parcel I. Under the Sub-Lease, CAV leases property from Lessor at the Corona Municipal Airport commonly referred to as Parcel I.
Parcel I. Xxxx 0, Xxxxxxxxx Xxxxx, a Condominium according to the Master Deed recorded in Liber 29727 on Pages 532 through 599, both inclusive, Xxxxx County Records, and designated as Xxxxx County Condominium Subdivision Plan No. 463, together with rights in general common elements and limited common elements, as set forth in the above described Master Deed and all amendments thereto; and as described in Act 59 of the Public Acts of 1978, as amended. Together with the benefits of that certain Storm Drainage Easement contained in Amended and Restated Declaration dated August 20, 1997 and recorded in the Xxxxx County Records (the Amended Declaration), subject to and upon the terms, conditions, provisions and limitations therein. An easement with the rights to discharge storm water and to use the pond for storm water detention in the following described area: Part of the Northeast 1/4 of Section 1, Town 1 South, Range 8 East, being more particularly described as commencing at the Fast 1/4 corner of said Section 1; thence South 88 degrees 29 minutes 37 seconds West, 1125.58 feet along the North sub line of “Windridge Subdivision”, according to the recorded plat thereof, as recorded in Liber 107 of plats, pages 27 through 33 inclusive, Xxxxx County Records; thence North 01 degrees 18 minutes 35 seconds East, 551.05 feet; thence North 88 degrees 41 minutes 25 seconds West, 35.40 feet to the point of beginning; thence south 38 degrees 46 minutes 02 seconds West, 41.30 feet; thence South 77 degrees 52 minutes 55 seconds West, 152.58 feet; thence South 84 degrees 18 minutes 06 seconds West. 121.27 feet; thence North 71 degrees 58 minutes 18 seconds West, 123.85 feet; thence North 53 degrees 45 minutes 55 seconds West, 112.46 feet; thence North 01 degrees 18 minutes 35 seconds East, 182.79 feet; thence North 79 degrees 38 minutes 45 seconds East, 31.62 feet; thence South 76 degrees 46 minutes 55 seconds East, 34.59 feet; thence South 66 degrees 57 minutes 49 seconds East, 18837 feet; thence South 80 degrees 22 minutes 36 seconds East, 30.07 feet; thence South 88 degrees 51 minutes 17 seconds East, 187.05 feet; thence South 82 degrees 40 minutes 26 seconds East, 38.18 feet; thence South 43 degrees 04 minutes 21 seconds East, 14.51 feet; thence South 01 degrees 18 minutes 35 seconds West, 11.12 feet to the point of beginning. Together with the benefits of that certain Easement for ingress and egress, as set forth in Non-Exclusive Access Easement dated August 8, 1997 and recorde...
Parcel I. All of Lots 1 and 2 in Block 40 and all of Block 41 of Fairview Addition, according to the plat thereof, filed in Book 2 of Plats at Page 73, Records of Ada County, Idaho, and all of Block 40- A Citizens Right-Of-Way, according to the plat thereof, filed in Book 7 of Plats at Page 341, and a portion of Lots 1 and 2 in Block 10 and all of Xxxx 00, 00, 00 xxx 00 xx Xxxxx 9 of XxXxxxx’x Second Addition, according to the plat thereof, filed in Book 2 of Plats at Page 85, Records of Ada County, Idaho, and the vacated streets and alley included within the boundaries thereof, more particularly described as follows: Beginning at the intersection of the Easterly boundary of 00xx Xxxxxx and Northerly boundary of Fairview Avenue, being the Southwest corner of Block 41 of Fairview Addition, said point being The True Point Of Beginning; thence North 0°00’00" East 350.16 feet along the Easterly boundary of said 22nd street to a point on the Southerly boundary of Main Street; thence North 89°59’20" East 157.99(8) feet along the said Southerly boundary of Main Street to a point; thence South 89°50’40" East 157.98(151.50) feet along the said Southerly boundary of Main Street to a point; thence South 54°50’40" East 57.50 feet along the said Southerly boundary of Main Street to a point; thence South 1°57’20" West 192.00 feet to a point, said point being the Southeast corner of said Lot 14 in Block 9 of said XxXxxxx’x Second Addition; thence North 88°02’40" West 230.08 feet to a point; thence South 2°53’20" West 136.32 feet to a point on the Northerly boundary of said Fairview Avenue; thence North 88°13’50" West 113.20 feet along the said Northerly boundary of said Fairview Avenue to the Point Of Beginning. Parcel II: Lots 9 and 10 in Block 9 of XxXxxxx’x Second Addition, according to the plat thereof, filed in Book 2 of Plats at Page 85, Official Records. Except Therefrom that portion of said Lot 10, more particularly described as follows: Commencing at the Northwest corner of said Lot 10, said point being the True Point Of Beginning; Thence South 88°02’40" East 20.00 feet along the Northerly boundary of said Xxx 00 xx x xxxxx; xxxxxx Xxxxx 00°00’20" West 28.28 feet to a point on the Westerly boundary of said Lot 10; thence North 1°57’20" East 20.00 feet along the said Westerly boundary of said Lot 10 to the Point Of Beginning. Also Except a parcel of land for public right-of-way being a portion of Lots 9 and 10 of Block 9 of XxXxxxx’x Second Addition, a subdivision accordin...
Parcel I. The Unit designated and described as Unit No. 1 (hereinafter referred to as the “Unit”) in the Declaration (hereinafter referred to as the “Declaration”) establishing the ARDSLEY PARK CONDOMINIUM (hereinafter referred to as the “Condominium” or the “Property”), made by the Declarant named therein under the Condominium Act of the State of New York (Article 9-B of the Real Property Law of the State of New York), dated October 9, 1998 recorded in the Office of the Westchester County Clerk, Division of Land Records, New York, on October 9, 1998 in Liber 12133 page 138 and designated as Vol 8 Section 33, Sheet 49A, Lot 100 B on the Tax Map of the Town of Greenburgh and on the Floor Plans (hereinafter referred to as the “Floor Plans”) of the buildings located on the Property, certified by Xxxxxx Xxxxxx Architects PC, dated July 27, 1998 and redated August 3, 1998 and filed in the Office of the Westchester County Clerk, Division of Land Records on October 9, 1998 as Map No. 26239. TOGETHER with a proportionate undivided 20.21 percent interest in the Common Elements of the Property, as described in the Declaration. THE land area of the Property and the location of the buildings in which the aforesaid Unit is located is described as follows: ALL That certain piece or parcel of land located in The Town of Greenburgh, Westchester County, NY said piece or parcel being designated as Xxx Xx. 0 xx Xxxxxxxxxxx xx Xxxxx Xxx Xx. 00000, prepared for Ardsley Partners, L.P. and Purdue Pharma, L.P., by Xxxxxxx Xxxxx, Land Surveyor, Filed in Westchester County Division of Land Records on June 18, 1998 as Map No. 26185, said piece or parcel being more particularly described as follows: BEGINNING at a point on the easterly side of Saw Mill River Road at the dividing line between Xxxx 0 xxx 0 xx xxxxx xx Xxxxx Xxx Xx. 00000; RUNNING THENCE along the easterly side of Saw Mill River Road the following three (3) courses and distances:
Parcel I. The North 1/2 of the Northwest 1/4 and the East 1/2 of the Northeast 1/4, EXCEPT that portion known as Xxxxx Road, Section 15 Township 27 North, Range 1 Xxxx, X.X. Situate in the County of Jefferson, State of Washington. PARCEL J: That portion of the East 1/2 of the Southeast 1/4 of Section 17 in Township 28 North, Range 1 West of the Willamette Meridian, lying East of the right of way of the existing Quilcene-Center County Road, known as County Road No. 12; EXCEPT right of way of Dabob Road. Situate in the County of Jefferson, State of Washington. Purchase and Sale Agreement – page 15 of 25
Parcel I. Colonia Del Rio, as shown by subdivision map recorded in Book 39 of Maps at Page 71, records of Pima County, Arizona; Except that portion conveyed to Pima County, Arizona, a Body Politic, by Deed recorded in Docket 11109 at Page 1570. And further Excepting from above parcel the following described property: A portion of Block 6 of Colonia del Rio Subdivision of record in Book 39 of Maps and Plats and Page 71, records of Pima County, Arizona, more particularly described as follows; Commencing at the North corner of said Block 6, said corner being on a curve concave to the Northwest to which a radial line bears South 49 degrees 15’41” East; Thence Southwesterly, along the Northwesterly line of said Block 6 and the arc of said curve having a central angle of 00 degrees 43’41”, a radius of 308.30 feet, and an arc distance of 3.92 feet to the POINT OF BEGINNING; Thence continuing Southwesterly along said Northwesterly line and the arc of said curve having a central angle of 09 degrees 11’35”, a radius of 308.30 feet, and an arc distance of 49.47 feet; Thence along the prolongation of the radial to said curve, South 39 degrees 20’25” East, 16.00 feet to a concentric curve; Thence Northerly along the arc of said concentric curve having a central angle of 09 degrees 17’39”, a radius of 324.30 feet, and an arc length of 52.61 feet to a curve concave to the Northeast, to which point a redial line bears South 38 degrees 54’49” West; Thence Northwesterly along the arc of said curve having a central angle of 01 degrees 01’50”, a radius of 890.00 feet, and an arc distance of 16.01 feet to the POINT OF BEGINNING. Basis of bearing is the North line of the Northwest quarter of Section 19, Township 13 South, Range 14 East, Gila and Salt River Meridian, said bearing is North 88 degrees 31’57” East. Easements and other rights in that Agreement for Construction, Maintenance and Use of Joint Drive and Parking, recorded in Docket 7404 at Page 1174 and amended in Docket 8202 at Page 1785. Standard Lease Form Form FSGLI (894) 3/27/2008 A-1 1000 Xxxx Xxxxx Xxxx, Xxxxx 000 Xxxxxx, XX 00000 Standard Lease Form Form FSGLI (894) 3/27/2008 B-1
Parcel I. Exclusive use by the LESSEE for the construction of an office building containing an area of 10,262.75 square feet.
Parcel I. Lots 1 and 2 of Block 1 of Xxxx 0, Xxxx Xxxxxx, Xxxxxxx, according to the map or plat thereof recorded in Map Book 4, page 244 of the records in the office of the Judge of Probate, Xxxxxxx County, Alabama.
Parcel I. THAT PORTION OF LOT ONE (1) OF “TI/MIRAGE ONE LOT COMMERCIAL SUBDIVISION”, A COMMERCIAL SUBDIVISION, ON FILE IN BOOK 141 OF PLATS, PAGE 55 IN THE XXXXX COUNTY RECORDER’S OFFICE, LYING WITHIN THE WEST HALF (W 1/2) OF SECTION 16 AND THE EAST HALF (E 1/2) OF SECTION 17, TOWNSHIP 21 SOUTH, RANGE 61 EAST, M.D.M., XXXXX COUNTY, NEVADA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 16; THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 16 NORTH 00°24’19” WEST 493.27 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 63°50’11” EAST 94.06 FEET; THENCE SOUTH 33°16’55” WEST 26.46 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 4.60 FEET, A CENTRAL ANGLE OF 92°13’00”, AND A POINT TO WHICH A RADIAL LINE BEARS NORTH 08°52’21” WEST; THENCE ALONG SAID CURVE TO THE LEFT AN ARC LENGTH OF 7.40 FEET; THENCE SOUTH 01°21’09” WEST 36.82 FEET; THENCE SOUTH 01°32’41” WEST 53.52 FEET TO THE BEGINNING POINT OF CUSP OF A NON-TANGENT CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 35.00 FEET, A CENTRAL ANGLE OF 04°29’12” AND A POINT TO WHICH A RADIAL LINE BEARS NORTH 87°31’21” WEST; THENCE ALONG SAID CURVE TO THE LEFT AN ARC LENGTH OF 2.74 FEET; THENCE SOUTH 01°14’10” WEST 90.31 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 278.00 FEET, A CENTRAL ANGLE OF 22°05’33”, AND A POINT TO WHICH A RADIAL LINE BEARS NORTH 89°07’35” WEST; THENCE ALONG SAID CURVE TO THE LEFT AN ARC LENGTH OF 107.19 FEET TO THE BEGINNING OF A TANGENT COMPOUND CURVE, CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 249.00 FEET, A CENTRAL ANGLE OF 26°50’50”, AND A POINT TO WHICH A RADIAL LINE BEARS SOUTH 68°46’53” WEST; THENCE ALONG SAID CURVE TO THE LEFT AN ARC LENGTH OF 116.67 FEET TO THE BEGINNING OF A TANGENT COMPOUND CURVE, CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 298.00 FEET, A CENTRAL ANGLE OF 21°01’58”, AND A POINT TO WHICH A RADIAL LINE BEARS SOUTH 41°56’03” WEST; THENCE ALONG SAID CURVE TO THE LEFT AN ARC LENGTH OF 109.39 FEET; THENCE SOUTH 69°05’55” EAST 50.46 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 830.00 FEET, A CENTRAL ANGLE OF 09°03’24”, AND A POINT TO WHICH A RADIAL LINE BEARS SOUTH 20°46’30” WEST; THENCE ALONG SAID CURVE TO THE LEFT AN ARC LENGTH OF 131.20 FEET TO THE BEGINNING OF A TANGENT COMPOUND CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 49.80 FEET, A C...