CC - Rezone Legal Description Subject to DAENGINEERING
August 18, 2020
Apex Subdivision
Project No. 20-017
Legal Description
9233 WEST STATE STREET I BOISE, ID 83714 1 208.639.6939 1 FAX 208.639.6930
Exhibit A
Legal Description for
Apex Subdivision
A parcel of land situated in a portion of the East 1/2 of the Northwest 1/4, all of the Southeast 1/4 of
Section 31 and a portion of the West 1/2 of the Southwest 1/4 of Section 32, Township 3 North, Range 1
East, B.M., all of West 1/2 of the Northwest 1/4 Section 5 and a portion of the East 1/2 of the Northeast
1/4 of Section 6, Township 2 North, Range 1 East B.M., all situated in the City of Meridian, Ada County,
Idaho and being more particularly described as follows:
BEGINNING at a 5/8 -inch rebar marking the Center 1/4 Section 31, Township 3 North, Range 1 East,
B.M., thence following the southerly line of the East 1/2 of the Northwest 1/4 of said Section 31,
S89°57'15"W a distance of 1,318.94 feet to a 5/8 -inch rebar marking the Center -West 1/16 corner of
said Section 31;
Thence leaving said southerly line and following the westerly line of the East 1/2 of the Northwest 1/4,
N00°25'36"E a distance of 1,558.66 feet to a point;
Thence leaving said westerly line, N81°55'55"E a distance of 518.76 feet to a point;
Thence 56.28 feet along the arc of a circular curve to the left, said curve having a radius of 58.00 feet, a
delta angle of 55°35'50", a chord bearing of 520'49'52"E and a chord distance of 54.10 feet to a point;
Thence S46°52'43"E a distance of 45.40 feet to a point;
Thence 554'18'10"E a distance of 180.18 feet to a point;
Thence 161.54 feet along the arc of a circular curve to the left, said curve having a radius of 588.00 feet,
a delta angle of 1544'26", a chord bearing of S62°10'23"E and a chord distance of 161.03 feet to a
point;
Thence S70°02'36"E a distance of 107.80 feet to a point;
Thence S19°57'24"W a distance of 12.00 feet to a point;
Thence S70°02'36"E a distance of 14.45 feet to a point;
Thence S61°58'05"E a distance of 207.13 feet to a point;
Thence S65°32'50"E a distance of 188.57 feet to a point on the easterly line of the Southeast 1/4 of the
Northwest 1/4 said Section 31;
Thence following said easterly line, S00°38'17"W a distance of 1,140.13 feet to the POINT OF
BEGINNING.
Said parcel contains a total of 43.744 acres, more or less.
TOGETHER WITH:
BEGINNING at a 5/8 -inch rebar marking the Center 1/4 Section 31, Township 3 North, Range 1 East, B.M.,
thence following the northerly line of the Southeast 1/4 of said Section 31, N89°57'56"E a distance of
2,601.37 feet to a brass cap marking the East 1/4 corner of said Section 31;
Thence leaving said northerly line and following easterly line of the Southeast 1/4 of said Section 31,
S00°32'22"E a distance of 226.26 feet to a 5/8 -inch rebar on the centerline of Farr Lateral;
ENGINEERS I SURVEYORS I PLANNERS
Thence leaving said easterly line and following the centerline of said Farr Lateral the following seven (7)
courses:
1. S38043'32"E a distance of 61.71 feet to a point;
2. S51'12'32"E a distance of 444.04 feet to a point;
3. S60°36'10"E a distance of 272.66 feet to a point;
4. S86004'31"E a distance of 206.22 feet to a point;
5. S73'45'13"E a distance of 301.51 feet to a point;
6. 543'15'53"E a distance of 313.74 feet to a point;
7. 529'01'13"E a distance of 37.13 feet to a point on the easterly line of the West 1/2 of the
Southwest 1/4 said Section 32;
Thence leaving said centerline and following the easterly line of the West 1/2 of the Southwest 1/4 of said
Section 32, S00°08'25"E a distance of 206.12 feet to a 1/2 -inch rebar on the easterly boundary of said Farr
Lateral;
Thence leaving said easterly line and following the easterly boundary of said Farr Lateral the following
twelve (12) courses:
1. 22.57 feet along the arc of a circular curve to the right, said curve having a radius of 144.67 feet, a
delta angle of 08'5624", a chord bearing of 556'50'40"W and a chord distance of 22.55 feet to a
1/2 -inch rebar;
2. S61`18'54"W a distance of 91.61 feet to a 1/2 -inch rebar;
3. 122.47 feet along the arc of a circular curve to the right, said curve having a radius of 220.00 feet,
a delta angle of 31`53'39", a chord bearing of S77°15'42"W and a chord distance of 120.89 feet to
a 1/2 -inch rebar;
4. N86°47'31"W a distance of 362.95 feet to a 1/2 -inch rebar;
5. S83'47'06"W a distance of 26.72 feet to a 1/2 -inch rebar;
6. S69'5744"W a distance of 128.97 feet to a 1/2 -inch rebar;
7. 90.89 feet along the arc of a circular curve to the left, said curve having a radius of 110.00 feet, a
delta angle of 47'20'30", a chord bearing of S46°18'02"W and a chord distance of 88.33 feet to a
point;
8. 64.48 feet along the arc of a circular curve to the left, said curve having a radius of 110.00 feet, a
delta angle of 33°35'03", a chord bearing of 505'50'15"W and chord distance of 63.56 feet to a
1/2 -inch rebar;
9. S10°57'45"E a distance of 410.17 feet to a 1/2 -inch rebar;
10. 114.95 feet along the arc of a circular curve to the left, said curve having a radius of 140.00 feet, a
delta angle of 47°02'41", a chord bearing of S34'29'08"E and a chord distance of 111.75 feet to a
1/2 -inch rebar;
11. S58°00'31"E a distance of 219.85 feet to a 1/2 -inch rebar;
12. S69055'45"E a distance of 503.32 feet to a 1/2 -inch rebar on the easterly line of the West 1/2 of
the southwest 1/4 of said Section 32;
Thence leaving said easterly boundary and following easterly line of the West 1/2 of the Southwest 1/4 of
said Section 32, S00010'02"E a distance of 431.17 feet to a 5/8 -inch rebar common to Section 5, Township
2 North Range 1 East, B.M., and Section 32, Township 3 North Range 1 East, B.M.;
Thence leaving said easterly line and following the easterly line of the West 1/2 of the Northwest 1/4 of
said Section 5, S00°01'43"E a distance of 2,672.88 feet to the Center -West 1/16 corner of said Section 5;
PAGE 12
Thence leaving said easterly line and following the southerly line of the West 1/2 of the Northwest 1/4 of
said Section 5, N89°5238"W a distance of 1,329.65 feet to a brass cap common to Sections 5 and 6;
Thence leaving said southerly line and following the southerly line of the East 1/2 of the Northeast 1/4 of
said Section 6, N89°22'50"W a distance of 1,304.25 feet to a point;
Thence leaving said southerly line, N00°43'55"W a distance of 111.26 feet to a point;
Thence N00°20'23"W a distance of 549.25 feet to a point;
Thence N87°34'26"W a distance of 13.49 feet to the westerly line of the East 1/2 of the Northeast 1/4 of
said Section 6;
Thence following the westerly line of the East 1/2 of the Northeast 1/4 of said Section 6, N00°02'06"W a
distance of 66.73 feet to a point on the westerly right-of-way line of the Rawson Canal;
Thence leaving said westerly line and following the westerly right-of-way line of said Rawson Canal the
following nine (9) courses:
1. N78°25'55"E a distance of 161.21 feet to a point;
2. N54°55'20"E a distance of 74.17 feet to a point;
3. N31°51'12"E a distance of 92.01 feet to a point;
4. N10025'10"E a distance of 381.33 feet to a point;
5. N05°26'52"W a distance of 106.26 feet to a point;
6. N18°56'20"W a distance of 287.65 feet to a point;
7. N32°08'38"W a distance of 91.83 feet to a point;
8. N61°32'57"W a distance of 104.61 feet to a point;
9. N74°59'05"W a distance of 44.02 feet to a point;
Thence leaving said westerly right-of-way line, N00°02'06"W a distance of 890.79 feet to a point on the
northerly line of the Northeast 1/4 of said Section 6;
Thence following said northerly line, N89°42'21"W a distance of 1,370.00 feet to a 5/8 -inch rebar common
to Section 6, Township 2 North Range 1 East, B.M., and Section 31, Township 3 North Range 1 East, B.M.;
Thence leaving said northerly line and following the westerly line of the Southeast 1/4 of said Section 31,
N00°16'52"E a distance of 1,342.44 feet to a 5/8 -inch rebar marking the Center -South 1/16 corner of said
Section 31;
Thence N00°16'52"E a distance of 1,342.44 feet to the POINT OF BEGINNING.
Said parcel contains a total of 366.194 acres, more or less.
Said description contains a total of 409.938 acres, more or less.
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PAGE 13
Title: Apex Subdivision I Date: 08-17-2020
Scale: 1 inch = 300 feet I File: 200817 Apex Subdivision Legal 20-017
Tract 1: 43.744 Acres:
1905504 Sq Feet: Closure = s57.2522w 0.01 Feet: Precision =1/627918: Perimeter = 5510 Feet
001=s89.5715w 1318.94
006=♦7s54.1810e 180.18 011=s61.5805e 207.13
002=100.2536e 1558.66
Bn�bR--588.00,
23e,,CChd=1610326 012=s65.3250e 188.57
003=181.5555e 518.76
008=s70.0236e 107.80 013=s00.3817w 1140.13
004: U, R=58.00, Delta=55.3550
Bng—s20.4952e, Chd=54.10
009=s 19.5724w 12.00
005=s46.5243e 45.40
010=s70.O236e 14.45
1304.25 1329.65
Title: Apex Subdivision I Date: 08-18-2020
Scale: 1 inch = 1000 feet I File:200817 Apex Subdivision Legal 20-017
Tract 1: 366.194 Acres: 15951396 Sq Feet: Closure = s50.3758e 0.02 Feet: Precision >1/999999: Perimeter = 19597 Feet
001=n89.5756e 2601.37
002=s00.3222e 226.26
003=s38.4332e 61.71
004=s51.1232e 444.04
005=s60.3610e 272.66
006=s86.0431e 206.22
007=s73.4513e 301.51
008=s43.1553e 313.74
009=s29.0113e 37.13
010=s00.0825e 206.12
011: Rt R=144.67 Delta�8.5624
Bn�-s56.5040w, Chd�2.55
012=s61.1854w 91.61
013: Rt R-220.00 Delta 31.5339
Bng=s 7.1542w, C�hd=120.89
0 14=n86.473 1 w 362.95
0 1 5=s83.4706w 26.72
016=s69.5744w 128.97
017: Lt, R=110.00 Delta�7.2030
Bn-s46.1802w, Nd -88.33
018,Lt, R=110.00 Delta=33.3503
Bij-s05.5015w, Nd=63.56
0 1 9=s 1 0.5745e 410.17
020: Lt R=140.00, Delta=47.0241
BnS-LN 2908e, Chd=111.75
021=s58.003 le 219.85
022=s69.5545e 503.32
023=s00.1002e 431.17
024=s00.0143e 2672.88
025=n89.5238w 1329.65
026=n89.2250w 1304.25
027=n00.4355w 111.26
028=n00.2023w 549.25
029=n87.3426w 13.49
030=n00.0206w 66.73
031=n78.2555e 161.21
032=n54.5520e 74.17
033=n31.5112e 92.01
034=n10.2510e 381.33
035=n05.2652w 106.26
036=n18.5620w 287.65
037=n32.0838w 91.83
038=n61.3257w 104.61
039=n74.5905w 44.02
040=n00.0206w 890.79
041=n89.4221w 1370.00
042=n00.1652e 1342.44
043=n00.1652e 1342.44