Acre Parcel. Seller is currently negotiating a contract (the "2-3 Acre Contract")with LCD, for a portion of the Land described on Exhibit D attached hereto containing two to three acres (the "2-3 Acre Parcel") for approximately $200,000 or $66,667 per acre. If the 2-3 Acre Contract is executed prior to the end of the Inspection Period, the general business terms of the 2-3 Acre Contract shall be subject to Purchaser's approval; and, if the 2-3 Acre Contract is executed after the Inspection Period, the entire 2-3 Acre Contract shall be subject to Purchaser's approval. In either event Purchaser's approval shall not be unreasonably withheld, and in either event the 2-3 Acre Contract shall be assigned to Purchaser at Closing if executed by Seller prior to the Closing. Without limiting the foregoing, the 2-3 Acre Contract shall provide that it is subject to confirmation by Purchaser that the sale of the 2-3 Acre Parcel will not impact any zoning or other governmental approvals for the remainder of the Project. If Purchaser closes on the sale of the 2-3 Acre Parcel to LCD, Purchaser shall pay Seller from the closing proceeds, after deducting any closing costs (including title insurance costs, transfer taxes, reasonable legal fees and any market brokerage fees payable to independent third-party brokers for the sale of the 2-3 Acre Parcel), in accordance with the formula set forth in Section 2(C) above (i.e., the proceeds from the sale of the 2-3 Acre Parcel shall be aggregated with the proceeds from the sale of the 12 Acre Parcel and such aggregated proceeds shall be distributed in accordance with Section 2(C) above); provided, however, Seller shall be solely responsible for the cost of enforcing the 2-3 Acre Contract.
Acre Parcel. BEGINNING at a 3/4" iron pipe found with cap and tack, flush with grade, and said iron pipe being located North 86° 41’ 04” West a distance of 2,491.06 feet from North Carolina Geodetic Survey Monument “Xxxxxx” said monument having North Carolina state plane coordinates of Northing=648,114.80 feet, Easting=951,043.17 feet, said coordinates being related to the NAD 83(2007) datum; and thence from said beginning point thus established and with the line of property owned by Buncombe County as described in deed recorded in Book 4895, Page 358 Buncombe County, NC Registry the following two (2) courses and distances: North 04° 08' 31" West 96.82 feet to a 3/4" iron pipe found with cap; and North 14° 48' 12" West 63.65 feet; thence leaving said Buncombe County property line, South 12° 33' 50" West 66.10 feet to a point; thence South 22° 13' 56" West 86.84 feet to a point; thence South 69° 58' 44" West 29.46 feet to a point; thence South 86° 10' 19" West 20.3 feet to a point; thence North 77° 52' 44" West 32.4 feet to a point; thence North 72° 20' 18" West 6.45 feet to a point located on the said Buncombe County line; thence with said Buncombe County line the following three (3) courses and distances: South 46° 28' 04" East
Acre Parcel. LYING WITHIN THE SE 1/4 OF THE SE 1/4 OF SEC 10 TWP 45 S RGE 33 E BSI APPROVED By.:4 Date: MI V2023 NO1E: This kf;31 description is for contrett purpose% there may be reVisions based on a boundary survey and tide insurance oonwericrneit of the property. Deans Garden aba, Inc. Heady County Page El sill 17 BLA 328741 Devils Garden / Al ico, Inc. — Phase II
Acre Parcel. The Purchaser acknowledges and agrees that the Excluded 1.5 Acre Parcel is neither a part of the Lexington Real Property nor an asset of Portfolio, Tenant Portfolio, Lexington Owner or Lexington Tenant. Purchaser agrees, to survive Closing, that it shall cooperate with Seller, with respect to performing or causing to be performed any acts or deeds, at the sole cost, expense and risk of Seller, to cause or permit the Excluded 1.5 Acre Parcel to be sold, developed, used and occupied as a separate and distant parcel of real property.
Acre Parcel. All that certain piece, parcel or lot of land that consists of 1.5 acres located on the southeast side of U.S. Route 378 in the Town of Lexington, Lexington County, South Carolina. Commencing from the center line intersection of U.S. Rte. 378 with S.C. Rte. 6. Thence S89°33'08E for a distance of 201.26' to an old #5 rebar property corner on the southern R.O.W. of 378 this being the point of beginning. Thence from the point of beginning and in a clockwise direction: S39041'10"E for a distance of 258.61' to a new #5 rebar, said line being bounded on the east by lands of now or formerly P&H Properties of Lexington, LLC. Thence, S39°39'12"E for a distance of 90.61' to a new #5 rebar. Said line being bounded on the east by lands of now or formerly Xxxxxxx Chevrolet, Inc. Thence, S50°21'41"W for a distance of 180.02' to an old #5 rebar. Said line being bounded on the east by lands of now or formerly Lexington Senior Care Development LLC. Thence, N39°41'08"W for a distance of 376.35' to an old #5 rebar. Said line being bounded on the west by lands of now or formerly Lexington Senior Care Development LLC. Thence, N58°52'07"E for a distance of 108.41' to an old #5 rebar. Said line being the southern R.O.W. of U.S. Rte. 378. Thence, N59°00'45"E for a distance of 73.71' to an old #5 rebar. Said line being the southern R.O.W. of U.S. Rte. 378. This being the point of beginning. ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEING IN THE COUNTY OF GREENVILLE, STATE OF SOUTH CAROLINA, CONTAINING 5.006 ACRES ACCORDING TO AN "ALTA/ACSM LAND TITLE SURVEY FOR RSC GREENVILLE, LLC, 0000 XXXXXXXXXX XXXXXXXXX, XXXXXXXXXX XXXXXX, XXXXXXXXXX, XXXXX XXXXXXXX (OAKLEAF VILLAGE @ THORNBLADE)", DATED 7/07/04 BY SITE DESIGN, INC. WITH THE FOLLOWING METES AND BOUNDS TO WIT: BEGINNING AT AN OLD MAG NAIL LOCATED ON THE NORTHERN RIGHT OF WAY OF THORNBLADE BOULEVARD AT ITS TERMINUS; THENCE RUNNING ALONG SAID RIGHT OF WAY S 88-21-05 W 55.64 FEET TO AN OLD 5/8" REBAR IRON PIN; THENCE TURNING AND RUNNING N 81-00-31 W 32.56 FEET TO A POINT IN A BRICK WALL AT THE JOINT CORNER OF XXX 00, XXXXXXX XXX, XXX XXXXXXX XX THORNBLADE; THENCE TURNING AND LEAVING SAID RIGHT OF WAY AND RUNNING ALONG THE REAR LOT LINES OF LOTS 61, 60, 59, 58, 57, 56, AND 55, SECTION ONE, XXX XXXXXXX XX XXXXXXXXXX X 00-00-00 X 99.70 FEET TO A POINT IN BRICK WALL; THENCE TURNING AND RUNNING N 39-24-59 E 360.99 FEET TO POINT AT THE JOINT CORNER OF WEKIVA SPRINGS PLAZA PROPERTY, NOW OR FORMERLY; THENCE TURNIN...
Acre Parcel. Notwithstanding anything to the contrary in the Sublease or the Consent, W&G’s obligations to not disturb Embrex’s occupancy and to recognize the same is subject to the following terms and conditions:
Acre Parcel. PART OF THE NE 1/4 SECTION 27 T. 4 S., R. 10 E., CITY OF WOODHAVEN, XXXXX COUNTY, MICHIGAN. BEING MORE PARTICULARLY DESCRIBED AS BEGINNING AT A POINT DISTANT S. 80° 14’ 15” W. 60.76 FEET ALONG THE NORTH LINE OF SAID SECTION 27 AND S. 00° 40’ 15” E. 992.47 FEET ALONG THE WEST LINE OF XXXXX ROAD 120 FEET WIDE AND S. 80° 14’ 15” W. 1308.24 FEET FROM THE NE CORNER OF SECTION 27 T. 4 S., R. 10 E., AND PROCEEDING THENCE S. 02° 16’ 36” W. 926.92 FEET; THENCE S. 87° 28’ 38” W. 433.51 FEET; THENCE N. 02° 31’ 22” W. 500.17 FEET; THENCE N. 17° 30’ 13” W. 358.98 FEET; THENCE N. 80° 14’ 15” E. 608.71 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 10.02
Acre Parcel. PART OF THE NE 1/4 SECTION 27 T. 4 S., R. 10 E., CITY OF WOODHAVEN, XXXXX COUNTY, MICHIGAN. BEING MORE PARTICULARLY DESCRIBED AS BEGINNING AT A POINT DISTANT S. 80° 14’ 15” W. 60.76 FEET ALONG THE NORTH LINE OF SAID SECTION 27 AND S. 00° 40’ 15” E. 992.47 FEET ALONG THE WEST LINE OF XXXXX ROAD 120 FEET WIDE AND S. 80° 14’ 15” W. 1308.24 FEET FROM THE NE CORNER OF SECTION 27 T. 4 S., R. 10 E., AND PROCEEDING THENCE S. 02° 16’ 36” W. 926.92 FEET; THENCE S. 87° 28’ 38” W. 433.51 FEET; THENCE N. 02° 31’ 22” W. 500.17 FEET; THENCE N. 17° 30’ 13” W. 358.98 FEET; THENCE N. 80° 14’ 15” E. 608.71 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 10.02 ACRES. AN EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES DESCRIBED AS: 70 FEET IN WIDTH (35 FEET ON EACH SIDE OF THE BELOW DESCRIBED CENTERLINE) TO BE USED FOR AN INGRESS AND EGRESS ROAD AND FOR PUBLIC OR PRIVATE UTILITIES, THE CENTERLINE OF WHICH EASEMENT IS 945 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF SAID SECTION 27 (CENTERLINE OF VAN HORN ROAD) AND IS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT A POINT DISTANT S. 00° 06’ 56” W. 974.66 FEET ALONG THE NORTH AND SOUTH 1/4 LINE SAID SECTION 27; AND N. 80° 14’ 15” E. 154.80 FEET FROM THE NORTH 1/4 CORNER SECTION 27 T. 4. S., R. 10 E.; THENCE N. 80° 14’ 15” E. 2601.82 FEET ALONG CENTERLINE OF SAID EASEMENT TO A POINT OF ENDING ON THE WEST RIGHT-OF-WAY LINE OF XXXXX ROAD (120 FEET WIDE). A PARCEL OF LAND IN THE NORTH 1/2 OF SECTION 27, T. 4 S., R. 10. E., CITY OF WOODHAVEN, XXXXX COUNTY, MICHIGAN, DESCRIBED AS: BEGINNING AT A POINT DISTANT S. 00° 06’ 56” W. 33.96 FEET ALONG THE NORTH AND SOUTH 1/4 LINE OF SAID SECTION 27 AND S. 80° 22’ 48” W. 33.63 FEET AND S. 80° 44’ 24” W. 100.18 FEET AND S. 82° 27’ 44” W. 100.04 FEET AND S. 74° 56’ 59” W. 72.03 FEET FROM THE NORTH 1/4 CORNER OF SECTION 27, T. 4 S., R. 10. E., AND PROCEEDING THENCE S. 31° 19’ 53” E. 209.38 FEET; THENCE S. 31° 26’ 27” E. 163.00 FEET; THENCE S. 18° 51’ 42” E. 70.79 FEET; THENCE S. 16° 10’ 47” E. 217.15 FEET; THENCE S. 47° 31’ 03” E. 214.98 FEET; THENCE S. 08° 19’ 18” E. 221.28 FEET; THENCE S. 32° 33’ 37” E. 364.71 FEET; THENCE N. 57° 26’ 23” E. 260.00 FEET; THENCE S. 32° 33’ 37” E. 230.00 FEET; THENCE S. 57° 26’ 23” W. 161.21 FEET; THENCE S. 33° 41’ 52” E. 694.89 FEET; THENCE N. 57° 49’ 59” E. 40.14 FEET; THENCE S. 32° 57’ 16” E. 45.86 FEET; THENCE S. 55° 55’ 42” W. 486.36 FEET; THENCE S. 82° 28’ 35” W. 468.74 FEET; THENCE N. 61° 01’ 53” W. 455.59 FEET; THENCE S. 01° 22’ 30” W. 320.27 FEET; T...
Acre Parcel. PART OF THE NE 1/4 SECTION 27 T. 4 S., R 10 E. CITY OF WOODHAVEN, XXXXX COUNTY, MICHIGAN, BEING MORE PARTICULARLY DESCRIBED AS BEGINNING AT A POINT DISTANT S 80° 14’ 15” W 60.76 FEET ALONG THE N LINE OF SAID SECTION 27 AND S 0° 40’ 15” E 992.47 FEET ALONG THE W LINE OF XXXXX ROAD 120, FEET WIDE AND S 80° 14’ 15” W 1308.24 FEET FROM THE NE CORNER OF SECTION 27 T. 4 S., R 10 E., AND PROCEEDING THENCE S 2° 16’ 36” W 926.92 FEET; THENCE S 87° 28’ 38” W 433.51 FEET; THEN N 2° 31’ 22” W 500.17 FEET; THENCE N 17° 30’ 13” W 358.98 FEET; THENCE N 80° 14’ 15” E 608.71 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 10.02 ACRES AND IS SUBJECT TO RIGHTS AND RESTRICTIONS IF ANY EXISTS. [MAP] [LOGO] XXXXXXX X. THUSKOWSKI, Mayor XXXXX X. XXXX, Mayor Pro-term XXXXX X. X’XXXXXX, Councilman XXXXXX XXXXX, Councilman XXX XXXXXXX, Councilman XXXXXX X. XXXXXXXXXX XX, Councilman XXXXXX XXXX-XXXXXX, Councilwoman [LOGO] CITY OF WOODHAVEN 000?0 Xxxx Xxxx Xxxxxxxxx, Xxxxxxxx 00000 Phone: (000) 000-0000 Fax: (000) 000-0000 To: Planning Commission From: Xxxxxxx X. Xxxxx Director of Engineering and Public Service Re: Proposed Coparts Auto Auction Site Site Plan Application # SP 01-10 Special Use Application # SU 01-06 I have reviewed the above referenced applications and have the following comments: There are no new utilities planned according to the plan submitted by the applicant, however, there are some issues with the existing utilities the applicant should be made aware of: The existing watermain through the site is an unlooped watermain which exceeds the city’s current requirement for unlooped watermains by a considerable distance. The proponent should verify that adequate water is available for their operations and fire protection needs. If not, the proponent may have to install additional watermain to complete the loop. The Water & Sewer Department will require proper back flow devices, in accordance with current State laws and City ordinances. There are some on-site fine hydrants which need some work on them. The Water & Sewer Department can be contacted for further information. Also, the applicant should be made aware that a large portion of the site is a flood plain. The flood plain should be shown on the site plan. An MDEQ permit is required for occupation of or work within a flood plain. If there are any questions please do not hesitate to contact me. 00000 Xxxxx / Xxxxxx, XX 00000-0000 • (000) 000-0000 • Fax (000) 000-0000 August 29, 2001 Copart 0000 Xxxx Xxxxxx Xx, 0xx X...
