CC - DA Legal Description 5awtooth Land 5urveyin6j, LLC
F: (208) 398-8 1 04 F: (208) 398-8 105
2030 5. Wa5hington Ave., Emmett, ID 83G 17
February 28, 2019
Phase 2 Boundary Description
BASIS OF BEARINGS FOR THIS DESCRIPTION IS NORTH 89059'28"WEST BETWEEN THE 5/8"
REBAR ILLEGIBLE CAP MARKING THE E1/16 CORNER COMMON TO SECTIONS 32 AND 5, AND THE
BRASS CAP MARKING THE S1/4 CORNER OF SECTION 32, BOTH IN T. 3 N., R. 1 E., B.M., ADA
COUNTY, IDAHO.
A PARCEL OF LAND LOCATED IN THE SW1/4 OF THE SE1/4 OF SECTION 32, T. 3 N., R. 1 E., B.M.,
CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A BRASS CAP MARKING THE S1/4 CORNER OF SAID SECTION 32;
THENCE NORTH 0008'57" EAST, COINCIDENT WITH THE WEST LINE OF SAID SW1/4 OF THE SE1/4
OF SECTION 32, A DISTANCE OF 75.00 FEET TO A 5/8" REBAR PLS 14221, THE POINT OF
BEGINNING;
THENCE LEAVING SAID WEST LINE OF THE SW1/4 OF THE SE1/4 OF SECTION 32,
SOUTH 89059'28" EAST, PARALLEL WITH THE SOUTH LINE OF SAID SW1/4 OF THE SE1/4 OF
SECTION 32, A DISTANCE OF 671.44 FEET TO A 5/8" REBAR PLS 14221;
THENCE NORTH 45000'32" EAST, 22.63 FEET TO A 5/8" REBAR PLS 14221;
THENCE NORTH 0000'32" EAST, 73.62 FEET TO A 5/8" REBAR PLS 14221;
THENCE NORTH 40019'29" EAST, 183.61 FEET TO A 5/8" REBAR PLS 14221;
THENCE SOUTH 89059'28" EAST, PARALLEL WITH SAID SOUTH LINE OF THE SW1/4 OF THE SE1/4 OF
SECTION 32, A DISTANCE OF 136.15 FEET TO A 5/8" REBAR PLS 14221;
THENCE NORTH 0000'32" EAST, 592.00 FEET TO A 5/8" REBAR PLS 14221;
THENCE NORTH 89059'28" WEST, PARALLEL WITH SAID SOUTH LINE OF THE SW1/4 OF THE SE1/4
OF SECTION 32, A DISTANCE OF 940.37 FEET TO A 5/8" REBAR PLS 14221 ON SAID WEST LINE OF
THE SW1/4 OF THE SE1/4 OF SECTION 32;
THENCE SOUTH 0008'57" WEST, COINCIDENT WITH SAID WEST LINE OF THE SW1/4 OF THE SE1/4
OF SECTION 32, A DISTANCE OF 821.62 FEET TO THE POINT OF BEGINNING. ,4�� ►p
THE ABOVE DESCRIBED PARCEL CONTAINS INC EN
16.60 ACRES, MORE OR LESS. G
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Map Check Wed Feb 27 16: 27 : 46 2019
17272 EASTRIDGE PHASE 2- CLOSURE
Operator AL Project
Date Time
Course Bearing Distance PT# Northing Easting Description
301 685857 . 96 2462223 . 17 CALL
301-302 S 89059 ' 28" E 671 . 44 ,-' 302 685857 . 85 2462894 . 60 CALC
302-303 N 45000 ' 32" E 22 . 63,/ 303 685873 . 85 2462910 . 61 CALC
303-304 N 00000 ' 32" E 73 . 62 k304 685947 . 47 2462910 . 62 CALC
304-305 N 40019129" E 183 . 61 ,/ 305 686087 . 45 2463029 . 44 CALC
305-306 S 89059 ' 28" E 136 . 15 ✓306 686087 . 43 2463165 . 58 CALC
306-307 N 00000 ' 32" E 592 . 00✓ 307 686679 . 43 2463165 . 68 CALC
307-308 N 89059128" W 940 . 37/ 308 686679. 58 2462225 . 30 CALC
308-301 S 00008157" W 821 . 621-/ 301 685857 . 96 2462223 . 17 CALC
Closure error distance> 0 . 000 Error Bearing> N 90000 ' 00" E
Closure Precision> 1 in 3441434989295 . 6 Total Distance Traversed> 3441 . 43
723100 .7
16 . 6001 ^�
2-
2/7
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