HomeMy WebLinkAboutPZ - Warranty Deed ADA COUNTY RECORDER Phil McGrane 2019-110875
BOISE IDAHO Pgs=5 DAN RYALLS 11/07/2019 12:28 PM
TITLEONE BOISE $15.00
Recording Requested By and
When Recorded Return to:
SCS Investments LLC
855 Broad Street,Suite 300
Boise,Idaho 83702
Attn: Steven C.Smith
SPACE ABOVE THIS LINE FOR RECORDER'S USE ONLY
SPECIAL WARRANTY DEED
MURGOITIO LIMITED PARTNERSHIP, an Idaho limited partnership ("Grantor"), for
and in consideration of the sum of Ten Dollars ($10.00) cash and other good and valuable
consideration paid by SCS INVESTMENTS LLC, an Idaho limited liability company
("Grantee"), whose mailing address is 855 Broad Street, Suite 300, Boise, Idaho 83702, HAS
GRANTED, BARGAINED, SOLD and CONVEYED, and by these presents DOES GRANT,
BARGAIN, SELL and CONVEY unto Grantee all that certain real property situated in Ada
County, Idaho, as more particularly described on Exhibit "A" which is attached hereto and
incorporated herein by reference, together with all appurtenances thereon or in anywise
appertaining thereto and all improvements located thereon (said land, improvements and
appurtenances being herein together referred to as the"Premises").
This conveyance, however, is made and accepted subject to taxes and assessments for the
year 2019 and all subsequent years, together with any and all existing easements, rights-of-way,
reservations, restrictions and encumbrances of record, to any existing tenancies, to all zoning
laws and ordinances, and to any state of facts an accurate survey or inspection of the premises
would show, and the matters listed in Exhibit `B" attached hereto and incorporated herein by
reference.
TO HAVE AND TO HOLD the Premises, with its appurtenances unto Grantee and
Grantee's successors and assigns forever.
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02872.0009.12345852.3
THE PREMISES ARE SOLD AND CONVEYED TO GRANTEE "AS IS" AND
"WHERE IS", AND WITH ALL FAULTS AND DEFECTS, LATENT OR OTHERWISE.
EXCEPT FOR THE WARRANTY OF TITLE CONTAINED HEREIN, GRANTOR IS
MAKING NO REPRESENTATIONS OR WARRANTIES, EITHER EXPRESSED OR
IMPLIED, BY OPERATION OF LAW OR OTHERWISE, WITH RESPECT TO THE
QUALITY, PHYSICAL CONDITION OR VALUE OF THE PREMISES, THE PREMISES'
HABITABILITY, SUITABILITY, MERCHANTABILITY OR FITNESS FOR A
PARTICULAR PURPOSE, THE PRESENCE OR ABSENCE OF CONDITIONS ON THE
PREMISES THAT COULD GIVE RISE TO A CLAIM FOR PERSONAL INJURY,
PROPERTY OR NATURAL RESOURCE DAMAGES, THE PRESENCE OF HAZARDOUS
OR TOXIC SUBSTANCES, MATERIALS OR WASTE, SUBSTANCES, CONTAMINANTS,
OR POLLUTANTS ON, UNDER OR ABOUT THE PROPERTY, OR THE INCOME OR
EXPENSES FROM OR OF THE PREMISES.
Grantor hereby covenants with Grantee that said Premises are free from all encumbrances
made by it other than those expressly referenced herein and that it will warrant and defend said
Premises against the lawful claims of all persons claiming by or through Grantor,but no others.
EXECUTED this 7 day of November,2019.
MURGOITIO LIMITED PARTNERSHIP
an Idaho limited partnership
A
f
By: eGary
Name: �Wtio, eneral Partner
By:
zi��
NamjJes Murgoit r
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02872.0009.12345852.3
STATE OF IDAHO )
ss.
County of Ada )
On this j-- day of November, 2019, before me,
6"c ; � a Notary Public in and for said State, personally
'66appeared Gary Murgoitio and James Murgoitio, known or identified to me to be the General
Partners of MURGOITIO LIMITED PARTNERSHIP, or the persons who executed the
instrument on behalf of said limited partnership and acknowledged to me that such limited
partnership executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this certificate first above written.
Go��•DARIIcI,,,
Notary Public for 16ho,
�',• ,�OTAR y•; Residing at
My commission expires
PUBLXG at:1301S8, 1®
=•n ��,�C) 'r Residing ices: 11/28/2025
•.�N.. .• Commission exp
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02872.0009.12345852.3
EXHIBIT"A"
LEGAL DESCRIPTION
Parcel A
A Parcel of land being the North half of the Southwest quarter of the Southeast quarter of
Section 31,Township 3 North,Range 1 East, Boise Meridian, City of Meridian,Ada County,
Idaho and being more particularly described as follows:
Commencing at a 5/8-inch rebar marking the South quarter corner of said Section 31,which
bears North 89°42'21"West a distance of 2640.00 feet from a brass cap marking the Southeast.
corner of Said Section 31;thence following the Westerly line of the Southwest quarter of the
Southeast quarter of said Section 31
North 00016'52"East a distance of 671.22 feet to the Southwest corner of said North half of the
Southwest quarter of the Southeast quarter and being the Point of Beginning;thence following
said Westerly line
North 00°16'52"East a distance of 671.22 fee to the Northwest corner of said Southwest quarter
of the Southeast quarter(Center-South 1/16 corner Section 31); thence leaving said Westerly line
and following the Northerly line of said Southwest quarter of the Southeast Quarter South
89°52'08"East a distance of 1310.34 feet to the Northeast conrner of said Southwest quarter of
the Southeast quarter(Southeast 1/16 corner Section 31);thence leaving said Northerly line and
following the Easterly line of said Southwest quarter of the Southeast quarter South 00°07'49"
East a distance of 673.10 feet to the Southeast corner of said North half of the Southwest quarter
of the Southeast quarter;thence leaving said Easterly line and following the Southerly line of
said North half of the Southwest quarter of the Southeast quarter North 89147'31"West a
distance of 1315.17 feet to the Point of Beginning.
_ _N89'57'56"E 2601.37' _ _ _
00.88'13 1300.68'—
CDITER OF C-E 1/16 CORNER] E 1/4 CORNER
SECTION 31 SECTION 31 SECRON 31
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NW 1/4 SE 1/4 SECTION 31 ^� cl
NE 1/45E 1/45ECTION 31
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1 1 S 1/16 CORNER 1
bl�`)1' SECTIONS 31&32_\ 0 6
S89'52'08'E 1310.34' Stiff~ N89'52OS'W 1310.34'
N• `C-S 1/18 CORNER 0 SE '/16 CORNER 'ca.
M SECTION 31 SECTION 31
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bb PARCELA I "
z N 1/2 SW 1/4 SE 1/4 SECTION 31 "� 1
'Q 20.256 ACt
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SE 1/4 SE 1/4 SECTION 31 'Ga�
N89'47'13'W 1315.17" W
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IN SI/25W1/45E1/4 SECTION 31 I o1g 0 20�0-40T0 �0 1
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S 1/4 CORNER E 1/18 CORNER
EC0 0N 31 SECTION
71
1(!! 1320,00'_ __ 1320.00, _ _ _
N89'4221'W 2640.00' SE CORNER
BASIS OF BEARINGS SECTION 31
E.Lake Hazel Rd.
-4-
W)Q'»MAO 1�1ntA5� 1
EXHIBIT "B"
1. Taxes, including any assessments collected therewith, for the year 2019 which are a lien
not yet due and payable.
2. The land described herein is located within the boundaries of City of Meridian(208-888-
4433)and is subject to any assessments levied thereby.
3. The land described herein is located within the boundaries of Boise Kuna Irrigation
District(208-922-5608)and is subject to any assessments levied thereby.
4. Right-of-way for Carlson Lateral and the rights of access thereto for maintenance of said
lateral.
5. Reservations and exceptions in a United States Patent, and in the act authorizing the
issuance thereof,recorded October 24, 1894 in Book 3 of Patents, at Page 495,records of
Ada County, Idaho.
6. An easement for the purpose shown below and rights incidental thereto as set forth in a
document.
Granted to: Pacific Northwest Pipeline Corporation,a Delaware corporation
Purpose: Public Utilities
Recorded: November 25, 1955
Instrument No.: 386462
Book 30 of Miscellaneous Records at Page 186, records of Ada County, Idaho.
7. An easement for the purpose shown below and rights incidental thereto as set forth in a
document.
Granted to: Idaho Power Company
Purpose: Public Utilities
Recorded: June 5, 1975
Instrument No.: 7524515,records of Ada County, Idaho.
8. Terms and provisions contained in an Order.
Recorded: July 5, 1978
Instrument No.: 7835808,records of Ada County, Idaho.
9. All matters, and any rights, easements, interests or claims as disclosed by Record of
Survey No. 7781 recorded February 6, 2007 as Instrument No. 107017388,records of
Ada County, Idaho.
10. Terms and provisions contained in a Development Agreement by and between City of
Meridian and Murgoitio Limited Partnership.
Recorded: January 27,2016
Instrument No.: 2016-007074,records of Ada County, Idaho.
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ADA COUNTY RECORDER Phil McGrane 2022-032396
BOISE IDAHO Pgs=5 NIKOLA OLSON 03/31/2022 04:33 PM
When recorded, please return to: BRIGHTON CORPORTATION $15.00
Brighton Corporation
2929 W. Navigator Drive,Suite 400
Meridian, Idaho 83642
QUITCLAIM DEED
(Apex NW 1 & 2)
For Value Received, DWT INVESTMENTS LLC, an Idaho limited liability company ("Grantor"),
hereby conveys, releases, remises and forever quit claims unto SMITH BRIGHTON INC., an
Idaho corporation whose address is 2929 W. Navigator Drive, Suite 400, Meridian, Idaho 83642
("Grantee"), the premises described on Exhibit A("Property"), which is attached hereto and made
a part hereof, together with all appurtenances relating to the Property.
Dated March 30, 2022. DWT INVESTMENTS LLC,
an Idaho limited liability company
By Brighton Corporation, Manager
By:
Robert L. Phillips, President
STATE OF IDAHO )
ss.
County of Ada )
On this day of March, 2022, before me a Notary Public of said State, personally
appeared Robert L. Phillips, known or identified to me to be the President of Brighton Corporation,
the Manager of DWT Investments LLC, the company that executed the instrument or the person
who executed the instrument on behalf of said company, and acknowledged to me that such
company executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this certificate first above written.
SHARI VAUGHAN Notary Public for Idah
Notary Public-State of Idaho
Commission Number 201810,0 My Commission expires (4
My Commission Expires Jun 1, 2024
QUITCLAIM DEED-PAGE 1
Exhibit A
Legal Description
Parcel 1
Legal Description for
Apex Northwest No.1
A parcel of land being a portion of the Southeast 1/4 of the Southeast 1/4 of Section 31,Township 3
North, Range 1 East, Boise Meridian, City of Meridian,Ada County, Idaho,and being more particularly
described as follows:
Commencing at a found brass cap marking the Southeast corner of said Section 31,which bears
S00°32'22"E a distance of 2,700.07 feet from a found aluminum cap marking the East 1/4 corner of said
Section 31;
Thence following the southerly line of the Southeast 1/4 of said Section 31, N89042'21"W a distance of
204.44 feet to a point;
Thence leaving said southerly line, N00°17'39"E a distance of 54.50 feet to a set 5/8-inch rebar on the
northerly Right-of-Way line of East Lake Hazel Road and being the POINT OF BEGINNING.
Thence following the northerly Right-of-Way line of said East Lake Hazel Road the following fourteen
(14)courses:
1. N89042'21"W a distance of 160.55 feet to a set 5/8-inch rebar;
2. N83°59'43"W a distance of 115.57 feet to a set 5/8-inch rebar;
3. N89042'21"W a distance of 149.64 feet to a set 5/8-inch rebar;
4. N73°41'32"W a distance of 17.04 feet to a set 5/8-inch rebar;
5. N00°16'52"E a distance of 6.80 feet to a set 5/8-inch rebar;
6. N89043'08"W a distance of 67.00 feet to a set 5/8-inch rebar;
7. S00°16'52"W a distance of 12.28 feet to a set 5/8-inch rebar;
8. S55°04'05"W a distance of 18.56 feet to a set 5/8-inch rebar;
9. N89042'21"W a distance of 222.32 feet to a set 5/8-inch rebar;
10. N83°59'43"W a distance of 115.57 feet to a set 5/8-inch rebar;
11. N89°42'18"W a distance of 149.64 feet to a set 5/8-inch rebar;
12. N73°41'32"W a distance of 17.04 feet to a set 5/8-inch rebar;
13. N00016'52"E a distance of 6.80 feet to a set 5/8-inch rebar;
14. N89043'08"W a distance of 77.00 feet to a set 5/8-inch rebar;
Thence leaving said northerly Right-of-Way line, N00°16'52"E a distance of 541.52 feet to a set 5/8-inch
rebar;
Thence N44042'54"W a distance of 13.43 feet to a set 5/8-inch rebar;
Thence N00'17'12"E a distance of 63.01 feet to a set 5/8-inch rebar;
Thence N45017'16"E a distance of 13.42 feet to a set 5/8-inch rebar;
Thence S89043'08"E a distance of 77.00 feet to a set 5/8-inch rebar;
Thence S40°28'14"E a distance of 14.55 feet to a set 5/8-inch rebar;
Thence S89°42'21"E a distance of 216.00 feet to a set 5/8-inch rebar;
QUITCLAIM DEED-PAGE 2
Thence 10.21 feet along the arc of a circular curve to the left,said curve having a radius of 6.50 feet,a
delta angle of 90°00'47",a chord bearing of N45'17'16"E and a chord distance of 9.19 feet to a set 5/8-
inch rebar;
Thence N00016'52"E a distance of 3.95 feet to a set 5/8-inch rebar;
Thence S89°43'08"E a distance of 60.00 feet to a set 5/8-inch rebar;
Thence S00°16'52"W a distance of 3.96 feet to a set 5/8-inch rebar;
Thence 10.21 feet along the arc of a circular curve to the left,said curve having a radius of 6.50 feet,a
delta angle of 89`59'13",a chord bearing of S44°42'44"E and a chord distance of 9.19 feet to a set 5/8-
inch rebar;
Thence S89`42'21"E a distance of 214.50 feet to a set 5/8-nch rebar;
Thence 14.14 feet along the arc of a circular curve to the left,said curve having a radius of 9.00 feet,a
delta angle of 90'00'47",a chord bearing of N45'17'16"E and a chord distance of 12.73 feet to a set 5/8-
inch rebar;
Thence N00'16'52"E a distance of 3.48 feet to a set 5/8-inch rebar;
Thence S89°43'08"E a distance of 61.50 feet to set 5/8-inch rebar;
Thence S39°31'00"E a distance of 11.71 feet to a set 5/8-inch rebar;
Thence S89°42'21"E a distance of 563.32 feet to a set 5/8-inch rebar on the westerly Right-of-Way line
of South Locust Grove Road;
Thence following the westerly Right-of-Way line of said South Locust Grove Road the following seven (7)
courses;
1. S00°17'39"W a distance of 67.00 feet to a set 5/8-inch rebar;
2. S89°42'21"E a distance of 18.21 feet to a set 5/8-inch rebar;
3. S35°11'00"E a distance of 20.25 feet to a set 5/8-inch rebar;
4. S00°32'22"E a distance of 409.51 feet to a set 5/8-inch rebar;
5. 63.06 feet along the arc of a circular curve to the left,said curve having a radius of 1,735.50 feet,
a delta angle of 2004'55",a chord bearing of SO4°56'59"E and a chord distance of 63.06 feet to a
set 5/8-inch rebar;
6. 36.72 feet along the arc of a circular curve to the right,said curve having a radius of 79.50 feet,a
delta angle of 26°27'42",a chord bearing of S07"14'18"W and a chord distance of 36.39 feet to a
set 5/8-inch rebar;
7. 24.11 feet along a circular curve to the right,said curve having a radius of 29.50 feet,a delta angle
of 46050'08",a chord bearing of S43°53'13"W and a chord distance of 23.45 feet to a set 5/8-inch
rebar on the northerly Right-of-Way line of East Lake Hazel Road;
Thence leaving said westerly Right-of-Way line and following the northerly Right-of-Way line of said East
Lake Hazel Road, 152.27 feet along the arc of a circular curve to the right, said curve having a radius of
379.50 feet,a delta angle of 22°59'22",a chord bearing of S78047'58"W and a chord distance of 151.25
feet to the POINT OF BEGINNING.
Said description contains a total of 18.283 acres, more or less.
QUITCLAIM DEED-PAGE 3
Parcel 2
Legal Description for
Apex Northwest Subdivision No.2
A parcel of land situated in a portion of the Southeast 1/4 of Section 31,Township 3 North, Range 1
East, Boise Meridian,City of Meridian,Ada County, Idaho,and being more particularly described as
follows:
Commencing. at a found brass cap marking the Southeast corner of said Section 31,which bears
S00°32'22"E a distance of 2,700.07 feet from a found brass cap marking the East 1/4 corner of said
Section 31;
Thence following the easterly line of the Southeast 1/4 of said Section 31, N00°32'22"W a distance of
1,334.05 feet to a point;
Thence leaving said easterly line,S89°27'38"W a distance of 474.84 feet to a set 5/8-inch rebar and
being the POINT OF BEGINNING.
Thence S00"17'39"W a distance of 87.50 feet to a set 5/8-inch rebar;
Thence N89°42'21"W a distance of 146.58 feet to a set 5/8-inch rebar;
Thence 14.14 feet along the arc of a circular curve to the left,said curve having a radius of 9.00 feet, a
delta angle of 90°00'47",a chord bearing of S45°17'16"W and a chord distance of 12.73 feet to set 5/8-
inch rebar;
Thence S00°16'52"W a distance of 528.00 feet to a set 5/8-inch rebar on the northerly subdivision
boundary of Apex Northwest Subdivision No. 1;
Thence following said northerly subdivision boundary of Apex Northwest Subdivision No. 1 the following
twelve(12)courses:
1. N89°42'37"W a distance of 60.00 feet to a found 5/8-inch rebar;
2. S00°16'52"W a distance of 3.48 feet to a found 5/8-inch rebar;
3. 14.14 feet along the arc of a circular curve to the right, said curve having a radius of 9.00 feet, a
delta angle of 90°00'47",a chord bearing of S45017'16"W and a chord distance of 12.73 feet to a
found 5/8-inch rebar;
4. N89°42'21"W a distance of 214.50 feet to a found 5/8-inch rebar;
5. 10.21 feet along the arc of a circular curve to right,said curve having a radius of 6.50 feet,a delta
angle of 89°59'13, a chord bearing of N44°42'44"W and a chord distance of 9.19 feet to a found
5/8-inch rebar;
6. N00016'52"E a distance of 3.96 feet to a found 5/8-inch rebar;
7. N89°43'08"W a distance of 60.00 feet to a found 5/8-inch rebar;
8. S00°16'52"W a distance of 3.95 feet to a found 5/8-inch rebar;
9. 10.21 feet along the arc of a circular curve to the right, said curve having a radius of 6.50 feet, a
delta angle of W00'47", a chord bearing of S45017'16"W and a chord distance of 9.19 feet to a
found 5/8-inch rebar;
10. N89`42'21"W a distance of 216.00 feet to a found 5/8-inch rebar;
11. N40028'14"W a distance of 14.55 feet to a found 5/8-inch rebar;
12. N89°43'08"W a distance of 77.00 feet to a found 5/8-inch rebar;
QUITCLAIM DEED-PAGE 4
Thence leaving said northerly subdivision boundary of Apex Northwest Subdivision No. 1, N00°16'52"E a
distance of 540.00 feet to a set 5/8-inch rebar;
Thence N44°42'44"W a distance of 10.61 feet to set 5/8-inch rebar;
Thence N00°17'39"E a distance of 63.00 feet to a set 5/8-inch rebar;
Thence N53°03'43"E a distance of 18.18 feet to a set 5/8-inch rebar;
Thence S89°43'08"E a distance of 63.00 feet to a set 5/8-inch rebar;
Thence S36°28'37"E a distance of 5.01 feet to a set 5/8-inch rebar;
Thence S89°42'21"E a distance of 588.17 feet to a set 5/8-inch rebar;
Thence N70°21'17"E a distance of 24.92 feet to a set 5/8-inch rebar;
Thence S89°42'21"E a distance of 130.00 feet to the POINT OF BEGINNING.
Said description contains a total of 9.783 acres, more or less.
QUITCLAIM DEED—PAGE 5
ADA COUNTY RECORDER Phil McGrane 2022-032397
BOISE IDAHO Pgs=5 NIKOLA OLSON 03/31/2022 04:33 PM
BRIGHTON CORPORTATION $15.00
When recorded, please return to:
Brighton Corporation
2929 W. Navigator Drive, Suite 400
Meridian, Idaho 83642
QUITCLAIM DEED
(Apex NW 1 & 2)
For Value Received, SCS INVESTMENTS LLC, an Idaho limited liability company ("Grantor"),
hereby conveys, releases, remises and forever quit claims unto SMITH BRIGHTON INC., an
Idaho corporation whose address is 2929 W. Navigator Drive, Suite 400, Meridian, Idaho 83642
("Grantee"), the premises described on Exhibit A("Property"), which is attached hereto and made
a part hereof, together with all appurtenances relating to the Property.
Dated March 30, 2022. SCS INVESTMENTS LLC,
an Idaho limited liability company
By: -X- jV�'
Mich el A. Hall, President
STATE OF IDAHO )
ss.
County of Ada )
On this ?a day of March, 2022, before me a Notary Public of said State, personally
appeared Michael A. Hall, known or identified to me to be the President of SCS Investments LLC,
the company that executed the instrument or the person who executed the instrument on behalf
of said company, and acknowledged to me that such company executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this certificate first above written.
Notary Public for Idaho
DONNA iLS My Commission expires Cis D-0
C
OMMISSION 7674
PUBLIC r
TE OF IDAO
QUITCLAIM DEED—PAGE 1
Exhibit A
Legal Description
Parcel 1
Legal Description for
Apex Northwest No.1
A parcel of land being a portion of the Southeast 1/4 of the Southeast 1/4 of Section 31,Township 3
North, Range 1 East, Boise Meridian,City of Meridian,Ada County, Idaho,and being more particularly
described as follows:
Commencing at a found brass cap marking the Southeast corner of said Section 31,which bears
S00°32'22"E a distance of 2,700.07 feet from a found aluminum cap marking the East 1/4 corner of said
Section 31;
Thence following the southerly line of the Southeast 1/4 of said Section 31, N89042'21"W a distance of
204.44 feet to a point;
Thence leaving said southerly line, N00°17'39"E a distance of 54.50 feet to a set 5/8-inch rebar on the
northerly Right-of-Way line of East Lake Hazel Road and being the POINT OF BEGINNING.
Thence following the northerly Right-of-Way line of said East Lake Hazel Road the following fourteen
(14)courses:
1. N89°42'21"W a distance of 160.55 feet to a set 5/8-inch rebar;
2. N83°59'43"W a distance of 115.57 feet to a set 5/8-inch rebar;
3. N89°42'21"W a distance of 149.64 feet to a set 5/8-inch rebar;
4. N73041'32"W a distance of 17.04 feet to a set 5/8-inch rebar;
5. N00016'52"E a distance of 6.80 feet to a set 5/8-inch rebar;
6. N89043'08"W a distance of 67.00 feet to a set 5/8-inch rebar;
7. S00°16'52"W a distance of 12.28 feet to a set 5/8-inch rebar;
8. S55004'05"W a distance of 18.56 feet to a set 5/8-inch rebar;
9. N89042'21"W a distance of 222.32 feet to a set 5/8-inch rebar;
10. N83°59'43"W a distance of 115.57 feet to a set 5/8-inch rebar;
11. N89°42'18"W a distance of 149.64 feet to a set 5/8-inch rebar;
12. N73041'32"W a distance of 17.04 feet to a set 5/8-inch rebar;
13. N00°16'52"E a distance of 6.80 feet to a set 5/8-inch rebar;
14. N89°43'08"W a distance of 77.00 feet to a set 5/8-inch rebar;
Thence leaving said northerly Right-of-Way line, N00016'52"E a distance of 541.52 feet to a set 5/8-inch
rebar;
Thence N44°42'54"W a distance of 13.43 feet to a set 5/8-inch rebar;
Thence N00017'12"E a distance of 63.01 feet to a set 5/8-inch rebar;
Thence N45017'16"E a distance of 13.42 feet to a set 5/8-inch rebar;
Thence S89043'08"E a distance of 77.00 feet to a set 5/8-inch rebar;
Thence S40028'14"E a distance of 14.55 feet to a set 5/8-inch rebar;
Thence S89042'21"E a distance of 216.00 feet to a set 5/8-inch rebar;
QUITCLAIM DEED-PAGE 2
Thence 10.21 feet along the arc of a circular curve to the left,said curve having a radius of 6.50 feet,a
delta angle of 90°00'47",a chord bearing of N45°17'16"E and a chord distance of 9.19 feet to a set 5/8-
inch rebar;
Thence N00°16'52"E a distance of 3.95 feet to a set 5/8-inch rebar;
Thence S89°43'08"E a distance of 60.00 feet to a set 5/8-inch rebar;
Thence S00°16'52"W a distance of 3.96 feet to a set 5/8-inch rebar;
Thence 10.21 feet along the arc of a circular curve to the left,said curve having a radius of 6.50 feet,a
delta angle of 89°59'13",a chord bearing of S44°42'44"E and a chord distance of 9.19 feet to a set 5/8-
inch rebar;
Thence S89°42'21"E a distance of 214.50 feet to a set 5/8-nch rebar;
Thence 14.14 feet along the arc of a circular curve to the left,said curve having a radius of 9.00 feet,a
delta angle of 90°00'47", a chord bearing of N45°17'16"E and a chord distance of 12.73 feet to a set 5/8-
inch rebar;
Thence N00°16'52"E a distance of 3.48 feet to a set 5/8-inch rebar;
Thence S89°43'08"E a distance of 61.50 feet to set 5/8-inch rebar;
Thence S39°31'00"E a distance of 11.71 feet to a set 5/8-inch rebar;
Thence S89°42'21"E a distance of 563.32 feet to a set 5/8-inch rebar on the westerly Right-of-Way line
of South Locust Grove Road;
Thence following the westerly Right-of-Way line of said South Locust Grove Road the following seven(7)
courses;
1. S00°17'39"W a distance of 67.00 feet to a set 5/8-inch rebar;
2. S89°42'21"E a distance of 18.21 feet to a set 5/8-inch rebar;
3. S35°11'00"E a distance of 20.25 feet to a set 5/8-inch rebar;
4. S00°32'22"E a distance of 409.51 feet to a set 5/8-inch rebar;
5. 63.06 feet along the arc of a circular curve to the left,said curve having a radius of 1,735.50 feet,
a delta angle of 2°04'55",a chord bearing of S04056'59"E and a chord distance of 63.06 feet to a
set 5/8-inch rebar;
6. 36.72 feet along the arc of a circular curve to the right,said curve having a radius of 79.50 feet,a
delta angle of 26°27'42",a chord bearing of S07014'18"W and a chord distance of 36.39 feet to a
set 5/8-inch rebar;
7. 24.11 feet along a circular curve to the right,said curve having a radius of 29.50 feet,a delta angle
of 46°50'08",a chord bearing of S43°53'13"W and a chord distance of 23.45 feet to a set 5/8-inch
rebar on the northerly Right-of-Way line of East Lake Hazel Road;
Thence leaving said westerly Right-of-Way line and following the northerly Right-of-Way line of said East
Lake Hazel Road, 152.27 feet along the arc of a circular curve to the right,said curve having a radius of
379.50 feet,a delta angle of 22°59'22",a chord bearing of S78047'58"W and a chord distance of 151.25
feet to the POINT OF BEGINNING.
Said description contains a total of 18.283 acres, more or less.
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Parcel 2
Legal Description for
Apex Northwest Subdivision No.2
A parcel of land situated in a portion of the Southeast 1/4 of Section 31,Township 3 North, Range 1
East, Boise Meridian,City of Meridian,Ada County, Idaho, and being more particularly described as
follows:
Commencing. at a found brass cap marking the Southeast corner of said Section 31,which bears
S00°32'22"E a distance of 2,700.07 feet from a found brass cap marking the East 1/4 corner of said
Section 31;
Thence following the easterly line of the Southeast 1/4 of said Section 31, N00°32'22"W a distance of
1,334.05 feet to a point;
Thence leaving said easterly line,S89027'38"W a distance of 474.84 feet to a set 5/8-inch rebar and
being the POINT OF BEGINNING.
Thence S00°17'39"W a distance of 87.50 feet to a set 5/8-inch rebar;
Thence N89°42'21"W a distance of 146.58 feet to a set 5/8-inch rebar;
Thence 14.14 feet along the arc of a circular curve to the left,said curve having a radius of 9.00 feet,a
delta angle of 90°00'47",a chord bearing of S45°17'16"W and a chord distance of 12.73 feet to set 5/8-
inch rebar;
Thence S00°16'52"W a distance of 528.00 feet to a set 5/8-inch rebar on the northerly subdivision
boundary of Apex Northwest Subdivision No. 1;
Thence following said northerly subdivision boundary of Apex Northwest Subdivision No. 1 the following
twelve(12)courses:
1. N89°42'37"W a distance of 60.00 feet to a found 5/8-inch rebar;
2. S00°16'52"W a distance of 3.48 feet to a found 5/8-inch rebar;
3. 14.14 feet along the arc of a circular curve to the right, said curve having a radius of 9.00 feet, a
delta angle of 90°00'47",a chord bearing of S45017'16"W and a chord distance of 12.73 feet to a
found 5/8-inch rebar;
4. N89°42'21"W a distance of 214.50 feet to a found 5/8-inch rebar;
5. 10.21 feet along the arc of a circular curve to right,said curve having a radius of 6.50 feet,a delta
angle of 89059'13, a chord bearing of N44°42'44"W and a chord distance of 9.19 feet to a found
5/8-inch rebar;
6. N00°16'52"E a distance of 3.96 feet to a found 5/8-inch rebar;
7. N89°43'08"W a distance of 60.00 feet to a found 5/8-inch rebar;
8. S00°16'52"W a distance of 3.95 feet to a found 5/8-inch rebar;
9. 10.21 feet along the arc of a circular curve to the right, said curve having a radius of 6.50 feet,a
delta angle of 90°00'47", a chord bearing of S45°17'16"W and a chord distance of 9.19 feet to a
found 5/8-inch rebar;
10. N89°42'21"W a distance of 216.00 feet to a found 5/8-inch rebar;
11. N40°28'14"W a distance of 14.55 feet to a found 5/8-inch rebar;
12. N89°43'08"W a distance of 77.00 feet to a found 5/8-inch rebar;
QUITCLAIM DEED-PAGE 4
Thence leaving said northerly subdivision boundary of Apex Northwest Subdivision No. 1, N00°16'52"E a
distance of 540.00 feet to a set 5/8-inch rebar;
Thence N44°42'44"W a distance of 10.61 feet to set 5/8-inch rebar;
Thence N00°17'39"E a distance of 63.00 feet to a set 5/8-inch rebar;
Thence N53°03'43"E a distance of 18.18 feet to a set 5/8-inch rebar;
Thence S89°43'08"E a distance of 63.00 feet to a set 5/8-inch rebar;
Thence S36°28'37"E a distance of 5.01 feet to a set 5/8-inch rebar;
Thence S89°42'21"E a distance of 588.17 feet to a set 5/8-inch rebar;
Thence N70°21'17"E a distance of 24.92 feet to a set 5/8-inch rebar;
Thence S89°42'21"E a distance of 130.00 feet to the POINT OF BEGINNING.
Said description contains a total of 9.783 acres, more or less.
QUITCLAIM DEED—PAGE 5