HomeMy WebLinkAboutPZ - Legal Description PP Aa,xk Sawtooth Land Surveying, LLC
P: (208) 398-8 1 04 ff: (208) 398-8 1 05
:oGSuve" 2030 5. Wa5hington Ave., Emmett, ID 83G 17
Rockwell Boundary
BASIS OF BEARINGS is S. 01100'47"W. between a found aluminum cap marking the 1/4 corner common to
Sections 28 and 29 and a found brass cap marking the southeast corner of Section 29,T. 4 N., R. 1 W., B.M.,
Ada County, Idaho.
A parcel of land located in the E1/2 of the SE1/4 of Section 29,T. 4 N., R. 1 W., Boise Meridian, Ada County,
Idaho, more particularly described as follows:
COMMENCING at an aluminum cap, PLS 3627 marking the 1/4 corner common to Sections 28 and 29;
Thence N. 89022'35"W., coincident with the north line of said NE1/4 of the SE1/4, a distance of 787.02 feet to a
5/8"rebar with cap PLS 11574, and the POINT OF BEGINNING;
Thence S. 00055'59"W., 517.60 feet;
Thence S. 89022'11"E., 486.24 feet;
Thence S. 0100041"W., 1130.83 feet;
Thence S. 05046'30"W., 301.04 feet;
Thence S. 0100041"W., 420.00 feet;
Thence N. 88059'19"W., 95.00 feet;
Thence S. 01000'41"W., 237.95 feet;
Thence S. 89021'55"E., parallel with said south line, 395.00 feet;
Thence N. 01000'47"E., parallel with the east line of said SE1/4, a distance of 1290.35 feet to the north line of
the SE1/4 of the SE1/4;
Thence S. 89022'11" E., coincident with said north line, 25.00 feet to the S1/16 corner of said Section 29 marked
by an aluminum cap;
Thence S. 01000'47"W., coincident with said east line, 1315.36 feet to a brass cap PLS 8575 marking the
southeast corner to said Section 29;
Thence N. 89021'55"W., coincident with the south line of said E1/2 of the SE1/4, a distance of 1321.36 feet to
an aluminum cap PLS 7880 marking the E1/16 corner common to Sections 29 and 32;
Thence N. 00055'59" E., coincident with the west line of said SE1/4, a distance of 326.86 feet to the beginning of
a non-tangent curve to the left;
Thence leaving said west line, 123.75 feet along the arc of said curve, having a radius of 415.00 feet, through a
central angle of 17005'06", subtended by a chord bearing S. 20012'45"E., 123.29 feet to a reverse curve to the
right;
P:\2022\1 EMT\122099-ANVIL PARCELS SURVEY\Survey\Drawings\Descriptions\122099 Rockwell Overall
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Page I
Thence 178.63 feet along the arc of said curve, having a radius of 345.00 feet, through a central angle of
29139'57", subtended by a chord bearing S. 13055'19"E., 176.64 feet;
Thence S. 45056'00"W., 15.17 feet;
Thence S. 89021'55"E., parallel with said south line, 90.71 feet;
Thence N. 44005'13"W., 7.09 feet to the beginning of a non-tangent curve to the left;
Thence 222.73 feet along the arc of said curve, having a radius of 420.00 feet, through a central angle of
30023'05", subtended by a chord bearing N. 1303344"W., 220.13 feet to a reverse curve to the right;
Thence 176.17 feet along the arc of said curve, having a radius of 340.00 feet, through a central angle of
29041'18", subtended by a chord bearing N. 13154'39"W., 174.21 feet;
Thence N. 00056'00"E., 185.22 feet;
Thence N. 89004'00"W., 15.00 feet;
Thence N. 00055'59" E., parallel with said west line, 2028.07 feet to the north line of said SE1/4;
Thence S. 89022'35"E., coincident with said north line, 488.01 feet to the POINT OF BEGINNING.
Said parcel contains 52.649 acres more or less.
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PA2022\1 EMT\122099-ANVIL PARCELS SURVEY\Survey\Drawings\Descriptions\122099 Rockwell Overall
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