Loading...
Storey_Access Easement Legal Desc_Lot 3CROSS ACCESS EASMENT DESCRIPTION FOR THE CITY OF MERIDIAN, IDAHO An easement for cross access purposes located in the NW '/4 of Section 18, Township 3 North, Range 1 East, Boise Meridian and lying across a part of Lot 5 of Block 2 of HONOR PARK SUBDIVISION NO. 2 as shown in Book 68 of Plats at Page 6959 and across a part of that parcel shown on Record of Survey No. 8737 all on file in the office of the Recorder, Ada County, Idaho, more particularly described as follows: Commencing at a % inch diameter iron pin marking the southwesterly corner of said Lot 5, from which a 5/8 inch diameter iron pin marking the northwesterly corner of said Lot 5 bears N 0°29'08" W a distance of 204.11 feet; Thence N 89°30'52" E along the southerly boundary of said Lot 5 a distance of 27.82 feet to the POINT OF BEGINNING; Thence continuing N 89°30'52" E a distance of 24.00 feet to a point; Thence leaving said southerly boundary N 0°17'35" W a distance of 158.52 feet to a point; Thence a distance of 171.42 feet along the arc of a 786.00 foot radius curve left, said curve having a central angle of 12°29'46" and a long chord bearing N 6°32'28" W a distance of 171.09 feet to a point; Thence N 56°52'03" W a distance of 69.05 feet to a point; Thence S 22'16'20" E a distance of 21.13 feet to a point; Thence a distance of 19.84 feet along the arc of a 215.00 radius curve right, said curve having a central angle of 5°17'11" and a long chord bearing S 19°37'44" E a distance of 19.83 feet to a point; Thence S 56'52'03" E a distance of 26.06 feet to a point; Thence a distance of 156.54 feet along the arc of a 762.00 radius non -tangent curve right, said curve having a radius point bearing S 77°56'12" W, a central angle of 11°46'13" and a long chord bearing S 6°10'42" E a distance of 156.26 feet to a point; Thence S 0°17'35" E a distance of 158.60 feet to the POINT OF BEGINNING. This parcel contains 8,870 square feet (0.204 acres) and is subject to any other easements existing or in use. Prepared by: Glenn K. Bennett, PLS Civil Survey Consultants, Incorporated December 6, 2013 m �o rn y Q U RUTLEDGE LATERAL A D EIGHT MILE LATERAL INST. NO. 7608075 w m INST. NO. 7608075 NUO)C OOO D O O O n \C O 0 r (J C N W A m 2 AAN O 1 D 0 A D D n � x m robmm N O � Z C O O N N O I is Z I p o mwu N M-mm=m) o aN m � m Z-0 N 0'29'08" W 204.11' L_ c�°j/2 O O (n Ci .10 T N 5 0'17'35" E 158.60' £_0�� •.—.. '�j m z ? CROSS ACCESS —I frl W -0 0 EASEMENT 0 0 Z0 m o �Z — — O 0:17737'\W 8' (n �0 m z-- 00 0 �0K: D Z � D A m Z(nFiZ 0 _m > D x m mo pZC� I r1 a x w vx D W O O N ^ Z () N N Z m v' T K m O JZ Z m ;02M ZM m m om® D�N Z > Omm cn �zm Z -I 4� T