PP Legal Description - Rezone R4 Desc V2�'lv l fC
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.,ACCURATE '
SUR'dEYIfdG & PF4kPPING
"t R y I C'� Job No. 22-197
Rezone R4 Description
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 I 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 5/8t' inch iron pin with a 2 inch aluminum cap stamped PLS 11463 at
the southwest sixteenth corner of Section 21; thence N 89' 27' 18" W for a distance of 25.00 feet to the
centerline of N. Pollard Lane; thence N 00' 29' 13" E along said centerline for a distance of 163.00 feet
to the POINT OF BEGINNING;
Thence N 00' 29' 13" E along said centerline for a distance of 202.15 feet;
Thence N 89' 30' 47" W along said centerline for a distance of 33.33 feet;
Thence S 83' 33' 30" W along said centerline for a distance of 55.00 feet;
Thence S 85' 48' 43" W along said centerline for a distance of 36.25 feet to a found aluminum cap
monument on the southeasterly right-of-way of State Highway 16;
Thence N 68' 56' 21" W for a distance of 155.65 feet to the centerline of State Highway 16;
Thence along said centerline 770.84 feet along a curve to the right, said curve having a radius of
10,000.00 feet, a central angle of 4° 25' 00" and a long chord bearing N 29' 30' 55" E a distance of
770.65 feet;
Thence S 60' 34' 55" E for a distance of 158.30 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
5/8" 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;
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1520 W. Washington St., Boise, ID 83702 n Phone: 208-488-4227
www.accuratesurveyors.com
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SURVEYING & MAPPING
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sE R r ► o'' 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 000 31' 50" W for a distance of 394.08 feet;
Thence N 89° 27' 18" W for a distance of 1190.07 feet to the POINT OF BEGINNING.
Said parcel contains 20.349 acres, more or less.
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1520 W. Washington St., Boise, ID 83702 . Phone: 208-488-4227
www.accuratesurveyors.com