Loading...
17-104 recorded qc deed - parcel bADA COUNTY RECORDER Christopher D. Rich 2018-066476 BOISE IDAHO Pgs=3 CHE FOWLER 07/17/2018 12:38 PM KM ENGINEERING AMOUNT:$15.00 'I III'" III I I I II'lllll I I I 00619958201800664760030038 QUITCLAIM DEED Property Boundary Adjustment Parcel B FOR VALUE RECEIVED, GFI — Meridian Investments II, LLC, a Utah limited liability company, does hereby convey, release, remise and forever quit claim unto GFI — Meridian Investments II, LLC, the same Utah limited liability company, whose current address is 74 East 500 South, Suite 200, Bountiful, Utah 84010, the following described premises: See Attached Exhibit A TO HAVE AND TO HOLD said premises, unto said grantees, heirs and assigns forever. Date: 1 0 State of Idaho ) ss. County of Ada ) G. Walter Gasser, Manager GFI — Meridian Investments II, LLC On this 17 day of July, 2018, before me the undersigned, a notary public in and for said state, personally appeared G. Walter Gasser, known or identified to me to be a Manager of GFI — Meridian Investments II, LLC, and acknowledged to me that said LLC executed the same. In witness whereof, I have set my hand and affixed my official seal the day and year first above written. OTAR), ;�4 •'. f'II B L1G O J, •• ,'•, ••••••• �••••• Q. .qT8 O °,886p1100" . 1,44a44 H41M Notary Public,f9rr the State o Idaho Residing at &/ My commission expires._l� QC Deed km 9233 WEST STATE STREET I BOISE, ID 83714 j 208.639.6939 1 FAX 208.639.6930 May 02, 2018 Project No.17-104 Legal Description Exhibit A Parcel B A parcel of land situated in the Northeast 1/4 of Section 27, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho and being more particularly described as follows: Commencing at a found aluminum cap monument marking the North 1/4 corner of said Section 27, which bears N89"17'35"W a distance of 2,647.29 feet from a found aluminum cap monument marking the Northeast corner of said Section 27, thence following the northerly line of said Northeast 1/4, S89°17'35"E a distance of 72.98 feet; Thence leaving said northerly line, S00°24'22"W a distance of 40.00 feet to a found 5/8-inch rebar on the southerly right-of-way line of West Chinden Boulevard; Thence following said southerly right-of-way line, 589'17'35"E a distance of 1,386.10 feet to a set 5/8-inch rebar and being the POINT OF BEGINNING. Thence following said southerly right-of-way line the following two (2) courses: 1. S89°17'35"E a distance of 1,110.45 feet to a found 5/8-inch rebar; 2. 544'27'58"E a distance of 42.29 feet to a found 5/8-inch rebar on the westerly right-of-way line of North Ten Mile Road; Thence leaving said southerly right-of-way line and following said westerly right-of-way line the following two (2) courses: 1. 500°20'42"W a distance of 778.51 feet to a found 5/8-inch rebar; 2. S89"17'07"E a distance of 48.00 feet to a found 5/8-inch rebar on the easterly line of said Northeast 1/4; Thence leaving said westerly right-of-way line and following said easterly line, 500°20'42"W a distance of 649.91 feet to a point being witnessed by a set 5/8-inch rebar which bears N89°39'18"W a distance of 48.00 feet; Thence N89'39'18"W a distance of 184.82 feet to a found 5/8-inch rebar on the northerly right-of-way line of West Lost Rapids Drive; Thence following said northerly right-of-way line the following six (6) courses: 1. 469.07 feet along the arc of a circular curve to the right, said curve having a radius of 1,337.50 feet, a delta angle of 20"05'39", a chord bearing of N79'36'28"W and a chord distance of 466.67 feet to a found 5/8-inch rebar; 2. 21.51 feet along the arc of a reverse curve to the left, said curve having a radius of 314.50 feet, a delta angle of 03°55'10", a chord bearing of N71°31'15"W and a chord distance of 21.51 feet to a found 5/8-inch rebar; 3. N73`28'50"W a distance of 45.22 feet to a found 5/8-inch rebar; 4. 42.76 feet along the arc of a circular curve to the right, said curve having a radius of 285.50 feet, a delta angle of 08°34'53", a chord bearing of N69'11'21"W and a chord distance of 42.72 feet to a found 5/8-inch rebar; ENGINEERS I SURVEYORS I PLANNERS www.kmengllp.com 5. 176.55 feet along the arc of a compound curve to the right, said curve having a radius of 1,345.50 feet, a delta angle of 07°31'05", a chord bearing of N61'08'28"W and a chord distance of 176.42 feet to a found 5/8-inch rebar; 6. 324.86 feet along the arc of a reverse curve to the left, said curve having a radius of 1,415.87 feet, a delta angle of 13°08'46", a chord bearing of N63"57'19"W and a chord distance of 324.15 feet to a set 5/8-inch rebar; Thence leaving said northerly right-of-way line, N00°42'24"E a distance of 1,125.33 feet to the POINT OF BEGINNING. Said parcel contains a total of 36.200 acres, more or less, and is subject to all existing easements and/or rights -of -way of record or implied. l LAIyO� '662 M OF Y KEH� '57?-11 � PAGE 12