PP Legal Description - Sub Boundary Desc V2.11ACCURATE
SURVEYi?10 & h0AiPPIl1G
,It R V 1 t Job No. 22-197
Proposed Alden Ridge Subdivision
A parcel of land lying in the Southwest Quarter of Section 21, Township 4 North, Range 1 West of the
Boise Meridian and being more particularly described as follows:
Commencing at the found 2 inch aluminum cap monument in asphalt at quarter corner common to
Sections 21 and 28, T 4 N, R 1 W from which the found 2 inch aluminum cap monument in asphalt at
the corner common to Sections 20, 21, 28 and 29, T 4 N, R 1 W, bears N 89' 27' 17" W a distance of
2609.48 feet; thence N 89' 27' 17" W along the section line for a distance of 1304.74 feet to the west
sixteenth corner common to Sections 21 and 28; thence N 00' 34' 56" E along the sixteenth line for a
distance of 1317.29 feet to a found 5/8`h inch iron pin with a 2 inch aluminum cap stamped PLS 11463 at
the southwest sixteenth comer of Section 21 and the POINT OF BEGINNING;
Thence N 00' 29' 13" E along the sixteenth line for a distance of 384.09 feet to a found 518`h inch iron
pin with a 2 inch aluminum cap stamped PLS 11463;
Thence N 89' 02' 45" W along the northerly right-of-way of N. Pollard Lane for a distance of 6.71 feet
to a found 5/8`h inch iron pin with a 2 inch aluminum cap stamped PLS 11463;
Thence continuing along the northerly right-of-way of N. Pollard Lane 160.07 feet along a curve to the
left, said curve having a radius of 55.00 feet, a central angle of 166' 45' 06" and a long chord bearing S
76' 56' 03" W a distance of 109.27 feet to a found 5/8`h inch iron pin with a 2 inch aluminum cap
stamped PLS 11463;
Thence S 85' 48' 43" W for a distance of 36.25 feet to a found 2 inch aluminum cap monument stamped
PLS 8961 on the southeasterly right-of-way of State Highway 16;
Thence N 21' 03' 39" E along said right-of-way for a distance of 53.94 feet to a found 4 inch brass cap
monument;
Thence N 29' 25' 05" E along said right-of-way for a distance of 694.57 feet to a found 4 inch brass cap
monument on the southwesterly line of the Phyllis Canal;
Thence along said line the following 8 courses and distances:
1.) along a curve to the right 60.81 feet, said curve having a radius of 340.00 feet, a central angle
of 10' 14' 52" and a long chord bearing S 74' 09' 59" E a distance of 60.73 feet to a found
5/81h inch iron pin with a 2 inch aluminum cap stamped PLS 11463;
2.) S 67° 00' 00" E for a distance of 244.90 feet to a found 5/8th inch iron pin with a 2 inch
aluminum cap stamped PLS 11463;
1520 W. Washington St., Boise, ID 83702 , Phone: 208-488-4227
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SURVEYING & NAPPING
re q Y fit`Job No. 22-197
3.) S 67' 00' 46" E for a distance of 47.31 feet to a found 5/8th inch iron pin with a 2 inch
aluminum cap stamped PLS 11463;
4.) S 61 ° 59' 06" E for a distance of 202.70 feet to a found 5/8th inch iron pin with a plastic cap
labeled PLS 5710;
5.) S 53° 06' 27" E for a distance of 109.48 feet to a found 5/8th inch iron pin with a plastic cap
labeled PLS 5710;
6.) S 52' 52' 46" E for a distance of 107.17 feet to a found 5/8th inch iron pin with a plastic cap
labeled PLS 5710;
7.) S 66' 52' 05" E for a distance of 184.95 feet to a found 5/8th inch iron pin with a plastic cap
labeled PLS 5710;
8.) S 70' 40' 30" E for a distance of 112.43 feet to a found 5/8th inch iron pin with a plastic cap
labeled PLS 5710;
Thence S 00° 31' 50" W for a distance of 557.08 feet to a found 5/8th inch iron pin with a plastic cap
labeled PLS 5710;
Thence N 890 27' 18" W along the sixteenth line for a distance of 1164.95 feet to the POINT OF
BEGINNING.
Said parcel contains 21.728 acres, more or less.
2
1520 W. Washington St., Boise, ID 83702 • Phone: 208-488-4227
www.accuratesurveyors.com