Warranty DeedADA COUNTY RECORDER Phil McGrane 2020-028189
BOISE IDAHO Pgs=9 HEATHER LUTHER 03/09/2020 04:20 PM
TITLEONE BOISE $15.00
When recorded, please return to:
Brighton Development Inc.
2929 W. Navigator Dr., Ste. 400
Meridian, ID 83642
CORRECTION RECORDING
(Bainbridge #11 Land)
The following Warranty Deed dated January 27, 2020, and recorded
on March 5, 2020, as Instrument No. 2020-026627, in the records of
Ada County, Idaho is hereby modified to amend the Legal
Description.
This Correction Page is now incorporated as part of the original
document.
ADA COUNTY RECORDER Phil McGrane 2020-026627
BOISE IDAHO Pgs=5 VICTORIA BAILEY 03/05/202011:44 AM
TITLEONE BOISE S15.00
. When recorded, please return to:
Brighton Development Inc. r-LECTRONICALLY RECORDEC
2929 W. Navigator Dr., Suite 400 STAMPED FIRST PAGE NOVA'
Meridian, Idaho 83s42 IK-ORPORATED AS PART O
"HL O1=?nalh#ALDi}CU TENT .
WARRANTY DEED
(Bainbridge #1 1 Land)
FOR VALUE RECEIVED, the receipt and sufficiency of which is hereby acknowledged, BRIGHTON
INVESTMENTS LLC, an Idaho limited liability company (the "Grantor"), whose address is 2929 W. Navigator
Dr., Ste. 400, Meridian, Idaho, 83642, does hereby grant, bargain, sell, and convey unto BRIGHTON
DEVELOPMENT INC., an Idaho corporation, whose address is 2929 W. Navigator Dr., Ste. 400, Meridian,
Idaho 83642, ("Grantee"), all of Grantor's right, title and interest in and to that certain real property located
in Ada County, Idaho, legally described on Exhibit A, attached hereto and incorporated herein
("Premises").
TO HAVE AND TO HOLD the Premises, with its appurtenances, unto Grantee, and Grantee's
successors and assigns forever, streets, alleys and rights of way adjacent thereto, all mineral rights
appurtenant thereto, any and all singular, tenements, hereditaments, and appurtenances thereunto
belonging, and specifically excluding all water and water rights, ditch or irrigation company shares. Grantor,
for itself, its heirs and assigns, does hereby covenant to and with the said Grantee, that the Grantor is the
owner in fee simple of said Premises; that the conveyance of the Premises is subject to encumbrances which
are visible on the Premises and/or encumbrances of record; and that Grantor will warrant and defend the
same forever from all lawful claims whatsoever.
IN WITNESS WHEREOF, Grantor hereunto subscribed its name effective as Janua 1'—2020.
ryvIt
GRANTOR:
State of Idaho
:ss.
County of Ada )
BRIGHTON INVESTMENTS LLC,
an Idaho limited liability company
By.
Robert L. Phillips, Authorized Signer
On thisa 1�5 day of January, 2020, before me the undersigned notary public, personally appeared
Robert L. Phillips, known or identified to me to be an Authorized Signer of Brighton Investments LLC, an
Idaho limited liability company, the limited liability company that executed the instrument or the person who
executed the instrument on behalf of said limited liability company, and acknowledged to me that such limited
liability company executed the same.
SHARI VAUGHAN
Notary Public - State of Idaho
Commission Number 20181002
My Commission Expires .tun 1, 2024
WARRANTY DEED - PAGE -1
Notary Public for Idah
My Commission expires
When recorded, please return to:
Brighton Development Inc.
2929 W. Navigator Dr., Suite 400
Meridian, Idaho 83642
WARRANTY DEED
(Bainbridge #11 Land)
tLECTRONICA' Ly RECORDED
SWAMPED FIRST PACE NOW
1�-ORPDRATED AS PART OF
i *
�*H,1= oRiGINAL DOCUMENT.
FOR VALUE RECEIVED, the receipt and sufficiency of which is hereby acknowledged, BRIGHTON
INVESTMENTS LLC, an Idaho limited liability company (the "Grantor"), whose address is 2929 W. Navigator
Dr., Ste. 400, Meridian, Idaho, 83642, does hereby grant, bargain, sell, and convey unto BRIGHTON
DEVELOPMENT INC., an Idaho corporation, whose address is 2929 W. Navigator Dr., Ste. 400, Meridian,
Idaho 83642, ("Grantee"), all of Grantor's right, title and interest in and to that certain real property located
in Ada County, Idaho, legally described on Exhibit A, attached hereto and incorporated herein
("Premises").
TO HAVE AND TO HOLD the Premises, with its appurtenances, unto Grantee, and Grantee's
successors and assigns forever, streets, alleys and rights of way adjacent thereto, all mineral rights
appurtenant thereto, any and all singular, tenements, hereditaments, and appurtenances thereunto
belonging, and specifically excluding all water and water rights, ditch or irrigation company shares. Grantor,
for itself, its heirs and assigns, does hereby covenant to and with the said Grantee, that the Grantor is the
owner in fee simple of said Premises; that the conveyance of the Premises is subject to encumbrances which
are visible on the Premises and/or encumbrances of record; and that Grantor will warrant and defend the
same forever from all lawful claims whatsoever.
IN WITNESS WHEREOF, Grantor hereunto subscribed its name effective as Januarya1"-4,2020.
GRANTOR:
State of Idaho )
:ss.
County of Ada
BRIGHTON INVESTMENTS LLC,
an Idaho limited liability company
By:
Robert L. Phillips, Authorized Signer
On this 0 115 day of January, 2020, before me the undersigned notary public, personally appeared
Robert L. Phillips, known or identified to me to be an Authorized Signer of Brighton Investments LLC, an
Idaho limited liability company, the limited liability company that executed the instrument or the person who
executed the instrument on behalf of said limited liability company, and acknowledged to me that such limited
liability company executed the same.
LMYm
SHARI VAUGHAN
tary Public - State of Idaho
mission Number 20181002
mmission Expires Jun 1, 2024
sk,4, - t f1lo a LIL.",
Notary Public for Idah
My Commission expires
WARRANTY DEED - PAGE -1
EXHIBIT A
A parcel of land situated in the North 1/2 of the Northeast 1/4 and a portion of the East 1/2 of
the Northeast 1/4 of the Northwest 1/4 of Section 27, Township 4 North, Range 1 West, B.M.,
City of Meridian, Ada County, Idaho and being more particularly described as follows.
Commencing at a found aluminum cap marking the Northeast corner of said SectionVeNjorth
which
bears S89°17'35"E a distance of 2,647.29 feet from a found aluminum cap marking t
1/4 corner of said Section 27, thence following the northerly line of the !Northeast 1/4 of said
Section 27, N89017035"W a distance of 1,749.00 feet to a point;
Thence leaving said northerly line, S00042'25"W a distance of 70.00 feet to -S" et 5/8-inch rebar
on the souther) right-of-way tine of West Chinden Boulevard (State Highx ay 20/26) and being
v� ,
the POINT OF BEGINNING.
Thence leaving said southerly right-of-way line S00°42'25"W a di ance of 176.85 feet to a set
5/8-inch rebar;
Thence 19.25 feet along the arc of a circular curve to the rr85011'33"E
't, said curve having a radius of
100.00 feet, a delta angle of 11°01'45", a chord bearing o and a chord distance of
19.22 feet to a set 5/8-inch rebar;
Thence S89017'35" E a distance of 42.87 feet to a se /8-inch rebar;
Thence S00°42'24"W a distance of 150.00 feet to a set 5/8-inch rebar;
Thence S89°17'35"E a distance of 84.00 feet to,� set 5/8-inch rebar;
"W distance of 20.00 fe �o a set 5/8-inch rebar;
Thence S00 42 25 a d sta e / ,
Thence 43.98 feet along the arc of a circu r curve to the left, said curve having a radius of
28.00 feet, a delta angle of 90*00'01", chord bearing of S45"42'25"W and a chord distance of
39.60 feet to a set 5/8-inch rebar;
Thence S00042124"W a distance 306.00 feet to a set 5/8-inch rebar;
Thence 43.98 feet along the ar of a circular curve to the left, said curve having a radius of
28.00 feet, a delta angle of °59'59", a chord bearing of S44°17'35"E and a chord distance of
39.60 feet to a set 5/8-in rebar;
Thence S00°42'25"W a istance of 20.00 feet to a set 5/8-inch rebar;
Thence N89°17'35" a distance of 84.00 feet to a set 5/8-inch rebar;
Thence S00°4224" a distance of 97.49 feet to a set 5/84nch rebar;
Thence Soo*00' "E a distance of 56.00 feet to a set 5/8-inch rebar;
Thence S900 00"W a distance of 16.77 feet to a set 5/8-inch rebar;
Thence 13. feet along the arc of a circular curve to the right, said curve having a radius of
1,222.00 eet, a delta angle of 00°37'10", a chord bearing of S89041'25"W and a chord distance
of 13. feet to a set 5/8-inch rebar;
The ce S00000'00"E a distance of 140.94 feet to a set 5/8-inch rebar on the northerly right-of-
w y line of West lost Rapids Drive;
EXHIBIT A TO WARRANTY DEED PAGE - 2
Thence following said northerly right-of-way line the following seven (7) courses:
1. 27.90 feet along the arc of a circular curve to the left, said curve having a radius of/
1,415.87 feet, a delta angle of 01*07'45", a chord bearing of S87*15'53"W and a ord
distance of 27.90 feet to a found 5/8-inch rebar;
2. S86*42'00"W a distance of 27.55 feet to a found 5/8-inch rebar;
3. 228.76 feet along the arc of a circular curve to the left, said curve having, radius of
1,104.50 feet, a delta angle of 11°52'01", a chord bearing of S8W46'00" W and a chord
distance of 228.35 feet to a found 5/8-inch rebar;
4. S74*49'58"W a distance of 112.27 feet to a found 5/8-inch rebar,
5. 167.50 feet along the arc of a circular curve to the right, said c e having a radius of
375.50 feet, a delta angle of 25"33'26", a chord bearing of S °36'43"W and a chord
distance of 166.11 feet to a found 5/8-inch rebar; /
6. N79036'35" W a distance of 69.24 feet to a found 5/8-in rebar;
7. 240.08 feet along the arc of a circular curve to theAit, said curve having a radius of
315.50 feet, a delta angle of 43°35'5r.. a chord be ing of N57°31'13"W and a chord
distance of 234.33 feet to a found 5/8-inch rebar-on the easterly right-of-way line of
North Tree Farm Way;
Thence leaving said northerly right-of-way line a following said easterly right-of-way line the
following seven (7) courses:
1. 277.77 feet along the arc of a circ ar curve to the right, said curve having a radius of
657.03 feet, a delta angle of 240 3#23", a chord bearing of N23°3632"W and a chord
distance of 275.71 feet to a nd 5/8-inch rebar;
2. 74.56 feet along the arc of compound circular curve to the right, said curve having a
radius of 335.50 feet, a d to angle of 12°44'01", a chord bearing of N05°07'50"W and a
chord distance of 74.4 feet to a found 5/8-inch rebar;
3. 65.23 feet along the rc of a reverse circular curve to the left, said curve having a radius
of 7,514.50 feet, a elta angle of 00°29'50", a chord bearing of N00°59'15"E and a chord
distance of 65.2 feet to a found 5/84nch rebar;
4. 130.89 feet al ng the arc of a reverse circular curve to the right, said curve having a
radius of 64 .43 feet, a delta angle of 11032'52", a chord bearing of N06°30'47"E and a
chord di nce of 130.67 feet to a found 5/8-inch rebar;
5. 397.89 et along the arc of a reverse circular curve to the left, said curve having a
radiu of 1,922.10 feet, a delta angle of 11°51'38", a chord bearing of N06°21'24"E and a
cho distance of 397.18 feet to a found 5/8-inch rebar;
6. P 5"WE a distance of 23.77 feet to a set 5/8-inch rebar;
7. ence N45'033'59"E a distance of 42.32 feet to a set 5/8-inch rebar on the southerly
right-of-way line of said West Chinden Boulevard (State Highway 20/26);
EXHIBIT A To WARRANTY DEED PAGE - 3
Thence leaving said easterly right-of-way line and following s ` southerly right-of-way tine,
S89°17'35"E a distance of 825.85 feet to the POINT of B INNING*
Said parcel contains a total of 22.871 acres, more orfess.
EXHIBIT A To WARRANTY DEED PAGE - 4
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EXHIBIT A To WARRANTY DEED PAGE - 6
Exhibit A
A parcel of land situated in the North half of the Northeast quarter and a portion of the East half of the Northeast quarter of the
Northwest quarter of Section 27, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho and being
more particularly described as follows:
Commencing at a found aluminum cap marking the Northeast corner of said Section 27, which bears
South 89017'35' East a distance of 2,647.29 feet from a found aluminum cap marking the North quarter corner of said Section 27,
thence following the Northerly line of the Northeast quarter of said Section 27
North 89° 17'35" West a distance of 1,749.00 feet to a point; thence
leaving said Northerly line,
South 0004225" West a distance of 70.00 feet to a set 5/8 inch rebar on the Southerly right-of-way line of West Chinden Boulevard
(State Highway 20/26) and being the POINT OF BEGINNING.
Thence leaving said Southerly right-of-way line
South 00°42'25" West a distance of 176.85 feet to a set 518 inch rebar; thence
19.25 feet along the arc of a circular curve to the right, said curve having a radius of
100.00 feet, a delta angle of 11 001'45", a chord bearing of North 85*11'33" East and a chord distance of 19.22 feet to a set 5/8 inch
rebar; thence
South 89°17'35" East a distance of 42.87 feet to a set 5/8 inch rebar; thence
South 00042'24" West a distance 150.00 feet to a set 5/8 inch rebar; thence
South 89°17'35" East a distance of 84.00 feet to a set 5I8 inch rebar; thence
South 00042'25" West a distance of 20.00 feet to a set 5I8 inch rebar; thence
43.98 feet along the arc of a circular curve to the left, said curve having a radius of 28.00 feet, a delta angle of 90000'01 ", a chord
bearing of South 45°4225" West and a chord distance of 39.60 feet to a set 5/8 inch rebar; thence
South 0004224" West a distance of 306.00 feet to a set 5/8 inch rebar; thence
43.98 feet along the arc of a circular curve to the left, said curve having a radius of 28.00 feet, a delta angle of 89°59'59", a chord
bearing of South 44°17'35" East and a chord distance of 39.60 feet to a set 5/8 inch rebar; thence
South 00042'25" Test a distance of 20.00 feet to a set 5/8 inch rebar; thence
North 89017'35" West a distance of 84.00 feet to a set 5/8 inch rebar; thence
South 00042'24" West a distance of 97.49 feet to a set 518 inch rebar: thence
South 00000'00 East a distance 56.00 feet to a set 5/8 inch rebar; thence
South 90°00'00" West a distance of 16.77 feet to a set 5/8 inch rebar; thence
13.21 feet along the arc of a circular curve to the right, said curve having a radius of 1,222.00 feet, a delta angle of 00°37'10", a chord
bearing of South 89°41'25" West and a chord distance of 13.21 feet to a set 5/8 inch rebar; thence
South 00000'00" East a distance of 140.94 feet to a set 5/8 inch rebar on the Northerly right-of-way line of West Lost Rapids Drive;
thence following said Northerly right-of-way line the following seven (7) courses:
1.27.90 feet along the arc of a circular curve to the left, said curve having a radius of 1,415.87 feet, a.delta angle of 01 °07'45", a chord
bearing of South 87°15'53" West and a chord distance of 27.90 feet to a found 5/8 inch rebar;
2. South 86°42'00" West a distance of 27.55 feet to a found 5/8 inch rebar;
3.228.76 feet along the arc of a circular curve to the left, said curve having a radius of 1,104.50 feet, a delta angle of 11 °52'01 ", a
chord bearing of South 80°46'00" West and a chord distance of 228.35 feet to a found 5/8 inch rebar;
4. South 74049'58" West a distance of 112.27 feet to a found 5/8 inch rebar;
5.167.50 feet along the arc of a circular curve to the right, said curve having a radius of 375.50 feet, a delta angle of 25°33'26", a chord
bearing of South 87°3643" West and a chord distance of 166.11 feet to a found 5/8 inch rebar;
6. North 79036.35 West a distance of 69.24 feet to a found 5/8 inch rebar;
7.240.08 feet, along the arc of a circular curve to the right, said curve having a radius of 315.50 feet, a delta angle of 43°35'58", a
chord bearing of North 57031'13" West and a chord distance of 234.33 feet to a found 5/8 inch rebar on the easterly right-of-way line of
North Tree Farm Way;
Thence leaving said Northerly right-of-way line and following said Easterly right-of-way line the following seven (7) courses:
1. 277.77 feet along the arc of a circular curve to the right, said curve having a radius of 657.03 feet, a delta angle of 24°13'230, a chord
bearing of North 23°36'32" West and a chord distance of 275.71 feet to a found 5/8 inch rebar;
2.74.56 feet along the arc of a compound circular curve to the right, said curve having a radius of 335.50 feet, a delta angle of
12°44'01 ", a chord bearing of
North 05007'50" west and a chord distance of 74.41 feet to a found 5/8 inch rebar;
3. 65.23 feet along the arc of a reverse circular curve to the left, said curve having a radius of 7,514.50 feet, a delta angle of 00029'50",
a chord bearing of
North 00'59'15" East and a chord distance of 65.23 feet to a found 5/8 inch rebar;
4.130.89 feet along the arc of a reverse circular curve to the right, said curve having a radius of 649.43 feet, a delta angle of 11 03252",
a chord bearing
North 06°30'47" East and a chord distance of 130.67 feet to a found 5/8 inch rebar;
5. 397.89 feet along the arc of a reverse circular curve to the left, said curve having a radius of 1,922.10 feet, a delta angle of
11 051'38", a chord bearing North 06°21'24" East and a chord distance of 397.18 feet to a found 5/8 inch rebar;
6. North 00025'35 East a distance of 23.77 feet to a set 5/8 inch rebar;
7. Thence North 45033'59" East a distance of 42.32 feet to a set 5/8 inch rebar on the Southerly right-of-way line of said West Chinden
Boulevard (State Highway 20/26); thence leaving said Easterly right-of-way line and following said Southerly right-of-way line
South 89° 17'35" East a distance of 825.85 feet to the POINT OF BEGINNING.
EXCEPTING THEREFROM:
A portion of a parcel of land as described in Quitclaim Deed Inst. No. 2018-066669, (records of Ada County, Idaho) situated in the
North half of the Northeast quarter of Section 27, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County,
Idaho and be more particularly described as follows:
Commencing at a found aluminum cap marking the North quarter corner of said Section 27, which bears North 89017'35" west a
distance of 2647.29 feet from a found aluminum cap marking the Northeast corner of said Section 27, thence following the Northerly
line of said Northeast quarter, South 89017'35" East a distance of 42.59 feet; thence leaving said Northerly line
South 00°42'25" West a distance of 100.00 feet to the Southerly right-of-way line of W. Chinden Boulevard (Chinden Centerline Station
588+18.66) and being the Point of Beginning.
Thence following said Southerly right-of-way line the following four (4) courses:
1. North 45°33'59" East a distance of 42.32 feet (Chinden Centerline Station 588+48.51)
2. South 89°17'35" East a distance of 848.10 feet (Chinden Centerline Station 596+96.61)
3. South 00°42'25" west a distance of 2.00 feet (Chinden Centerline Station 596+96.61)
4. South 89°17'35" East a distance of 538.75 feet to the Easterly boundary line of said Quitclaim Deed (Chinden Centerline Station
602+35.36); thence leaving said Southerly right-of-way line and following said Easterly boundary line
South 0004224" west a distance of 28.00 feet (Chinden Centerline Station 602+35.36); thence leaving said Easterly boundary line
North 89017'35" Vilest a distance of 1416.70 feet to the Point of Beginning.