PZ - Warranty Deeds ADA COUNTY RECORDER Christopher D. Rich 2017-095436
BOISE IDAHO Pgs=5 HEATHER LUTHER 10/06/2017 04:44 PM
TITLEONE BOISE $15.00
0
TitleOne
a title & escrow co.
SPACE ABOVE THIS LINE FOR RECORDER'S USE ONLY
Order No. 17300170
SPECIAL WARRANTY DEED
This Special Warranty Deed is between Bling, LLC, an Idaho Limited Liability Compnay
("Grantor"), whose address is 151 W. Galvani Dr Ste 100 Meridian, ID 83642 , and Endurance
Holdings, LLC an Idaho Limited Liability Company ("Grantee"), whose address is 1977 E. Overland
Road Meridian, ID 83642 witnesseth:
That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and
other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these
presents, convey unto Grantee and its heirs, successors and assigns forever, all the following described
real estate situated in the County of Ada County, State of Idaho:
See Exhibit A, attached hereto and incorporated herein.
Together with all and singular the tenements, hereditaments, and appurtenances thereunto
belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and
interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein
("Premises").
To have and to hold, all and singular the Premises together with the appurtenances unto Grantee
and its heirs, successors and assigns forever.
Grantor makes no covenants or warranties with respect to title, express or implied, other than that
previous to the date of this instrument, Grantor has not conveyed the same estate to any person other
than Grantee and that such estate is at the time of the execution of this instrument free from
encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to
any and all easements, restrictions, agreements and encumbrances of record or appearing on the land as
of the date of this instrument.
signature pages to follow]
Special Warranty Deed
IN WITNESS WHEREOF, Grantor has executed this Special Warranty Deed on the 6th day of
October, 2017.
Bling, LLC an/7)7
ity company
By:
Russell D. unemiller, Member
State of ID, County of AD/IA, ss.
In
On this day of 2017, before me, the undersigned, a Notary Public in and for
said State, personally appeared Russell D. Hunemiller ,, known or identified to me to be a Member of the
limited liability company that executed the within instrument and acknowledged to me that he executed
the same for and on behalf of said limited liability company and that such limited liability company
executed it.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and
year in this certifi ate first abov ritten. •+'� s$ • .,,r�
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Notary - li6WIdah 4 �. • �
Residing In: A981ding; Eagle, Idaho
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My Commission Expi won Expires: 6/ $/202 °
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Special Warranty Deed
Exhibit"A"
Parcel B of Record of Survey No. 9982 recorded December 19, 2014 as Instrument No. 2014-102392, being a tract of land
situated in the North one half of Section 23, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County,
Idaho, more particularly described as follows:
Commencing at the Northeast corner of said Section 23 (from which point the North one quarter section comer of said
Section 23 bears North 89°19'41" West, 2661.73 feet distant); thence following the Easterly line of said Section 23
South 00°41'26" West a distance of 2650.67 feet to the East one quarter section corner of said Section 23; thence leaving
said Easterly line and following the Southerly line of the Northeast one quarter of said Section 23
North 89002'56" West a distance of 1946.54 feet to a point on the Northerly line of Aspen Cove Subdivision, Blocks 3, 4 and
5, according to the official plat thereof, filed in Book 35 of Plats at Page 3040, Records of Ada County, Idaho, said point
being the Point of Beginning; thence following said Southerly line and said Northerly line
North 89°02'56" West a distance of 712.19 feet to the center one quarter section corner of said Section 23; thence leaving
said Southerly and Northerly lines and following the Southerly line of the Northwest one quarter of said Section 23 and the
Northerly line of Val Vista Subdivision, according to the official plat thereof, filed in Book 59 of Plats at Page 5668, Records
of Ada County, Idaho and Val Vista Subdivision No. 2, according to the official plat thereof, fled in Book 59 of Plats at Page
5812, records of Ada County, Idaho
North 89'04'17" West a distance of 1832.25 feet; thence leaving said Southerly and Northerly lines
North 22°09'32" West a distance of 520.19 feet; thence
North 25°0821" East a distance of 30.00 feet; thence 111.19 feet along the arc of a circular curve to the right, said curve
having a radius of 50.00 feet, a central angle 127"2436", a chord bearing of South 82°26'42" East, and a chord distance of
89.65 feet; thence 30.77 feet along the arc of a circular curve to the left, said curve having a radius of 25.00 feet, a central
angle of 70"31'44", a chord bearing of South 54°00'16" East, and a chord distance of 28.87 feet; thence
South 89°16'08" East a distance of 58.64 feet; thence 25.41 feet along the arc of a circular curve to the left, said curve
having a radius 20.43 feet, a central angle 71'15'53", a chord bearing of North 54013'05" East, and a chord distance of 23.80
feet; thence 184.71 feet along the arc of a circular curve to the right, said curve having a radius of 233.34 feet, a central
angle of 45021'22", a chord bearing of North 41°15'50" East, and a chord distance of 179.93 feet; thence
North 47°39'35" West a distance of 157.73 feet to a point on the Southerly right-of-way line of West Overland Road; thence
following said Southerly right-of-way along the following 6 courses:
420.42 feet along the arc of a circular curve to the left, said curve having a radius of 1050.50 feet, a central angle of
22°55'49", a chord bearing of North 58°57'49" East, and a chord distance of 417.62 feet; thence 288.12 feet along the arc of
a circular curve to the left, said curve having a radius 1047.00 feet, a central angle of 15"46'02", a chord bearing of North
38°26'04" East, and a chord distance of 287.21 feet; thence 393.88 feet along the arc of a circular curve to the left, said
curve having a radius of 1044.50 feet, a central angle of 21036'21", a chord bearing of North 20056'21" East, and a chord
distance of 391.55 feet; thence
North 10008'10" East a distance of 231.17 feet; thence
South 75006'37" East a distance of 6.36 feet; thence
North 14°53'23" East a distance of 79.42 feet to a point on the centerline of the Ridenbaugh Canal; thence leaving said
Southerly right-of-way line and following said centerline along the following 3 courses:
North 6903700" East a distance of 34.90 feet; thence 320.04 feet along the arc of a circular curve to the right, said curve
having a radius of 375.00 feet, a central angle of 48053'57", a chord bearing of South 85056'02" East, and a chord distance
of 310.42 feet; thence
South 61°29'03" East a distance of 150.70 feet; thence leaving said centerline
North 00°48'16" East a distance of 90.36 feet to a point on the Northerly easement line of the said Ridenbaugh Canal;
thence following said Northerly easement line along the following 8 courses:
South 61"29'03" East a distance of 118.75 feet; thence 14.24 feet along the arc of a circular curve left, said curve having a
radius of 320.00 feet, a central angle of 02°32'56", a chord bearing of South 62045'31" East, and a chord distance of 14.23
feet; thence
South 64*01'59" East a distance of 330.62 feet; thence 46.42 feet along the arc of a circular curve left, said curve having a
radius of 320.00 feet, a central angle of 08°18'42", a chord bearing of South 68011'20" East, and a chord distance of 46.38
feet; thence
South 72020'41" East a distance of 150.79 feet; thence 276.34 feet along the arc of a circular curve to the right, said curve
having a radius 230.83 feet, a central angle of 68035'29", a chord bears South 37°54'29" East, and a chord distance of
260.13 feet; thence
South 86031'43" West a distance of 10.00 feet; thence
South 03028'17" East a distance of 188.54 feet; thence leaving said Northerly easement line
South 56031'59" East a distance of 159.58 feet to a point on said Northerly easement line of the Ridenbaugh Canal; thence
following said Northerly easement line along the following 2 courses:
316.45 feet along the arc of a circular curve to the right, said curve having a radius of 200.00 feet, a central angle of
90°39'20", a chord bearing of South 83°12'27" East a distance of 284.46 feet; thence
South 37°52'47" East a distance of 37.00 feet; thence leaving said Northerly easement line
South 52003'57" West a distance of 70.00 feet to a point on the centerline of the Ridenbaugh Canal; thence following said
centerline along the following 7 courses:
South 3705247" East a distance of 332.24 feet; thence 389.27 feet along the arc of a circular curve to the right, said curve
having a radius of 300.00 feet, a central angle of 74°20'42", a chord bearing of South 00°42'26" East a distance of 362.53
feet; thence
South 36°2755" West a distance of 34.82 feet; thence 140.75 feet along the arc of a circular curve to the left, said curve
having a radius of 150.00 feet, a central angle of 53045'48", a chord bears South 09"35'01" West a distance of 135.64 feet;
thence
South 17°17'53" East a distance of 110.54 feet; thence 129.34 feet along the arc of a circular curve to the right, said curve
having a radius of 150.00 feet, a central angle 49°24'12", a chord bears South 07"24'13" West a distance of 125.37 feet;
thence
South 3200619" West a distance of 21.67 feet to the Point of Beginning.
Excepting Therefrom:
A tract of land situated in the North one half of Section 23, Township 3 North, Range 1 West, Boise Meridian, City of
Meridian, Ada County, Idaho, described as follows:
Commencing at the Northeast corner of said Section 23 (from which point the North one quarter section corner of said
Section 23 bears North 89*19'41" West, 2661.73 feet distant); thence following the Easterly line of said Section 23
South 00041'26" West a distance of 2650.67 feet to the East one quarter section corner of said Section 23; thence leaving
said Easterly line and following the Southerly line of the Northeast one quarter of said Section 23, North 89002'56" West a
distance of 2658.73 feet to the center one quarter corner of said Section 23; thence leaving said Southerly line and following
the Westerly line of the said Northeast one quarter of Section 23
North 00037'29" East a distance of 700.35 feet; thence leaving said Westerly line
South 89022'13" East a distance of 515.14 feet to the Point of Beginning; thence
North 63°36'24" East a distance of 159.86 feet; thence
South 37052'47" East a distance of 53.06 feet; thence 123.81 feet along the arc of a circular curve to the right, said curve
having a radius of 240.00 feet, a central angle 29033'25", a chord bearing of South 23"06'05" East, and a chord distance of
122.44 feet; thence
South 67011'20" West a distance of 158.98 feet; thence
North 27°47'39" West a distance of 147.67 feet; thence 16.72 feet along the arc of a circular curve to the left, said curve
having a radius of 197.50 feet, a central angle of 04°51'07", a chord bears North 30°13'10" West a distance of 16.72 feet to
the Point of Beginning.
Further excepting therefrom:
A parcel of land located in the Northwest quarter of Section 23, Township 3 North, Range 1 West, Boise Meridian, City of
Meridian, Ada County, Idaho, more particularly described as follows:
Commencing at the Northeast corner of Section 23 of said Township 3 North, Range 1 West, (from which point the North
quarter section corner of said Section 23 bears North 89"19'41" West, 2661.73 feet distant); thence from said Northeast
section corner
South 00"41'26" West a distance of 2650.67 feet on the Easterly section line of said Section 23 to the East quarter section
corner of said Section 23; thence
North 89"02'56" West a distance of 2658.73 feet on the East-West mid-section of said Section 23 to the center quarter
section corner of said Section 23; thence
North 89"04'17" West a distance of 888.77 feet on the Southerly section line of said Section 23 to the Point of Beginning;
thence continuing
North 89°04'17" West, a distance of 943.48 feet on the Southerly section line of said Section 23 to the Southwest corner of
Parcel B as shown on Record-of-Survey No. 10035 of Ada County Records; thence on the exterior boundary line of said
Parcel B for the following courses and distances:
North 22°09'32" West, a distance of 520.19 feet; thence
North 25°08'21" East, a distance of 30.00 feet to a point of curve; thence 111.19 feet on the arc of a curve to the right, said
curve having a radius of 50.00 feet, a central angle of 127024'36", a chord bearing of South 82026'42" East, and a chord
distance of 89.65 feet to a point of reverse Curve; thence 30.77 feet on the arc of a curve to the left, said curve having a
radius of 25.00 feet, a central angle of 70"31'44", a chord bearing of South 54°00'16" East, and a chord distance of 28.87
feet; thence
South 89*16'08" East, a distance of 58.64 feet to a point of curve; thence 25.41 feet on the arc of a curve to the left, said
curve having a radius of 20.43 feet, a central angle of 71°15'53", a chord bearing of North 54'13'05" East, and a chord
distance of 23.80 feet to a point of compound curve; thence 184.71 feet on the arc of a circular curve to the right, said curve
having a radius of 233.34 feet, a central angle of 45021'22", a chord bearing of North 41°15'50" East, and a chord distance of
179.93 feet; thence
North 47039'35" West, a distance of 157.73 feet to a point on a curve on the Southerly right-of-way line of West Overland
Road; thence on the Southerly right-of'--way line of West Overland Road for the following courses and distances:
420.42 feet on the arc of a curve to the left, said curve having a radius of 1050.50 feet, a central angle of 22055'49", a chord
bearing of North 5805749" East, and a chord length of 417.62 feet to a point of compound curve; thence 288.12 feet on the
arc of a curve to the left, said curve having a radius 1047.00 feet, a central angle of 15046'02", a chord bearing of North
38026'04" East, and a chord distance of 287.21 feet to a point of compound curve; thence 393.88 feet on the arc of a curve to
the left, said curve having a radius of 1044.50 feet, a central angle of 21036'21", a chord bearing of North 20°56'21" East,
and a chord distance of 391.55 feet; thence
North 10"08'10" East, a distance of 231.17 feet; thence
South 75°06'37" East, a distance of 6.36 feet; thence
North 14053'23" East, a distance of 79.42 feet to a point on the centerline of the Ridenbaugh Canal; thence leaving said
Southerly right-of-way line and on said centerline for the following courses and distances:
North 6903700" East, a distance of 34.90 feet to a point of curve; thence 320.04 feet on the arc of a curve to the right, said
curve having a radius of 375.00 feet, a central angle of 48053'57", a chord bearing of South 85°56'02" East, and a chord
distance of 310.42 feet; thence
South 61"29'03" East a distance of 150.70 feet; thence leaving the centerline of the Ridenbaugh Canal and leaving the
exterior boundary line of said Parcel B
South 20°51'11" East, a distance of 92.14 feet; thence
South 28°30'57" West, a distance of 110.00 feet; thence
South 38°53'35" West, a distance of 50.83 feet to a point of curve; thence 38.31 feet on the arc of a curve to the left, said
curve having a radius of 20.00 feet, a central angle of 109°44'55", a chord bearing of South 63038'29" West, and a chord
length of 32.72 feet; thence
South 08046'01" West, a distance of 38.42 feet to a point of curve; thence 430.14 feet on the arc of a curve to the right, said
curve having a radius of 1525.00 feet, a central angle of 16°09'39", a chord bearing of South 16°50'51" West, and a chord
length of 428.72 feet to a point of compound curve; thence 846.30 feet on the arc of a curve to the right, said curve having a
radius of 1485.00 feet, a central angle of 32039'10", a chord bearing of South 41"15'14" West, and a chord length of 834.89
feet; thence
South 49058'40" East, a distance of 322.97 feet to a point of curve; thence 181.29 feet on the arc of a curve to the left, said
curve having a radius of 325.00 feet, a central angle of 31"57'37", a chord bearing of South 65°57'29" East, and a chord
length of 178.95 feet; thence
South 00056'26" West, a distance of 120.67 feet; thence
South 47°39'35" East, a distance of 93.42 feet to the Point of Beginning.
RECORDING
ADA COUNTY RECORDER Phil McGrane 2020-017062
BOISE IDAHO Pgs=3 CHE FOWLER 02/11/2020 10:13 AM
TITLEONE BOISE $15.00
** This Quitclaim Deed is being fecorded to correct Grantor name on Quitclaim Deed
recorded as Instrument No. 2019-131602 on December 312019
Quitclaim Deed
For value received, COREY BARTON HOMES, INC an Idaho Corporation
Does hereby convey, release, remise, and forever quit claim unto
ENDURANCE HOLDINGS, LLC, an Idaho limited liability company
whose current address is 1977 E. Overland Rd Meridian, ID 83642
the following described premises:
See attached Exhibit"A"
To have and to hold the said premises, unto the said grantees, heirs and assigns forever.
Remainder of this page intentionally left blank.
Quitclaim Deed - Page 1 of 2
Date: 01/29/2020
Corey Barton Homes, Inc.
By:
Corey Barton, Pr
State of ID, County of A
4n this �day of Janu�teof 2020, before me, the undersigned, a Notary Public in and for said
State, personally appeared Corey Barton known or identified to me to be the President of the corporation that
executed the instrument or the person who executed the instrument on behalf of said corporation, and acknowledged
to me that such corporation executed the same.
Notary Public
Residing at: AJArm- a.. "# �,.�
My Commission Expires: ,* t}'�
(seal)
.,r
C �M s +A1►
Quitclaim Deed - Page 2 of 2
.IT _
A parcel of land located in the Northwest quarter of Section 23, Township 3 Noah, Range 1 West, Boise Meridian,
City of Meridian,Ada County, Idaho, more particularly described as follows:
Commencing at the Northeast corner of Section 23 of said Township 3 North, Range 1 West, (from which point the
North'quarter section comer of said Section 23 bears North 89°19'41`West, 2661.73 feet distant); thence from said
Northeast section corner
South 00°4176"West a distance of 2650.67 feet on the Easterly section line of said Section 23 to the East quarter
section corner of said Section 23; thence
North 89°02'56"West a distance of 2658.73 feet on the East-West mid-section of said S,eagon 23 to the center
quarter section comer of said Section 23;thence
North 89°04'17"Test a distance of 888.77 feet on the Southerly section line of said Section 23 to the Point of
Beginning;thence continuing
North 89*D4'17u West,a distance of 943.4E feet on the Southerly section line of said Section 23 to the Southwest
comer of Parcel B as shown on Record-of-Survey No. 10035 of Ada County Records;thence on the exterior
boundary line of said Parcel B for the following courses and distances:
North 22°093Z West, a distance of 520.19 feet; thence
North 25°08'21" East,a distance of 30.00 feet to a point of curve,thence 111.19 feet on the arc of a curve to the
right,said curve having a radius of 50.00 feet. a central angle of 127°2436",a chord bearing of South 820X42"
East, and a chord distance of 89.65 feet to a point of reverse curve;thence 30.77 feet on the arc of a.curve to the left,
said curve having a radius of 26.00 feet,a central angle of 70°31'44", a chord bearing of South 54°00'16" East, and a
chord distance of 28.87 feet; thence
South 89°16'08" East, a distance of 58.64 feet to a point of curve; thence 25AI feet on the arc of a curve to the left,
said curve having a radius of 20.43 feet, a central angle of 71*1653",a chord bearing of North 54n13'05" East, and a
chord distance of 23.80 feet to a point of compound curve;thence 184.71 feet on the arc of a circular curve to the
f
right,said curve having a radius of 233.34 feet,a central angle of 45021'22", a chord bearing of North 41°155T
East, and a chord distance of 179.93 feet; thence
North 47°39'35"West, a distance of 167.73 feet to a point on a curve on the Southerly right-of-way line of West
Overland Road;thence on the Southerly right-of-way fine of West Overland Road for the following courses and
distances:
420.42 feet on the arc of a curve to the left, said curve having a radius of I W0.50 feet, a central angle of 2296649",
a chord bearing of North W5749"East,and a chord length of 417.62 feet to a point of compound curve; thence
288.12 feet on the arc of a awe to the left,said curve having a radius 1047.00 feet,a central angle of 15046wo, a
chord bearing of North 3.8°2604"East,and a chord distance of287.21 feet to a point of compound curve;thence
393.88 feet On the arc Of a curve tO the left,Laid curve having a radus of 1044.50 feet, a central angle of 21°3621",
a chord bearing of North 20°5671" East,and a chord distance of 391.65 feet;thence
North 10*0810"East,a distance of 231.17 feet thence
South 7500617" Ea s , a distance of 6.36 feet;thence
North 14053W East,a distance of 79.42 feet to a point on the centerline of the Ridenbaugh Canal; thence leaving
said Southerly right-of-ray line and on said centerline for the following courses and distances.
Norlh 69°37'OV East,a distance of 34.90 feet to a point of curve;thence 320.04 feet on the arc of a curve to the
riigght, said curve having a radius of 376.00 feet, a central angle of 48°53'67",a chord bung of South 85056102"
East, and a chord distance of 310.42 feet; thence
South 61 W03" East a distance of 150.70 feet thence leaving the centerline of the Ridenbaugh Canal and leaving
the exterior boundary line of said Parcel B
South 20*51111"East,a distance of 92.14 fse.% thence
South 2803957" West a distance of 110.00 feet thence
South 38"53'35"West,a distance of 50.83 feet to a point of curve;thence 38.31 feet on the arc of a curve to the left,
said curve having a radius of 20.00 feet, a central angle of 109*44W, a chord bearing of South 63'38'2r West, and
a chord length of 32.72 feet thence
South Or4 O I"West a dunce of 38.42 feet to a point of curve;thence 430.14 feet on the arc of a curve to the
r`r k said curve having a radius of 1525.00 feet, a central angle of 16°09'39", a chord bearing of South I V50'51"
West, and a chord length of 428.72 feet to a point of compound curve;thence 846.30 feet on the arc of a curve to the
right, said curve having a radius of 1485.00 feet, a central angle of 32°39110p, a chord bearing of South 41°15'14"
West,and a chord length of 834.89 feet;thence
South 49OW40" East,a distance of 322.97 feet to a point of curve, thence 18129 feet on the arc of a curve to the
left;said curve having a radius of 325.00 lest,a central angle of 31°5737",a chord bearing of South 65957'29" East,
acid a chord length of 178.95 feet thence
South 00°56'26"West,a distance of 120.67 fleets thence
South 47°39W East,a distance of 93AZ feet to the Point of Beginning.
To have and to hold the said premises,unto The said grantees, heirs and assigns forever.
Grantees herein have read and approved,
" A_CCOW40QATiON OKY AQA COUNTY RECORDER J. DAVIQ NAVARRO AMOUNT 27.00 9
BOISE IDAHO 08/31107 12:30 PM
RDEPUTY ki Allen
ECORDED-REQUEST OF III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Lawyers Title 107123370
WARRANTY DEED
FOR VALUE RECEIVED OF$10.00(TEN U.S. DOLLARS)
Joseph R.Rice and Stacie M.Rice,husband and wife
GRANTOR(s),does(do)hereby GRANT,BARGAIN,SELL AND CONVEY unto:
Linder 109,LLC,an Idaho Limited Liability Company
GRANTEES(s),whose current address i 1560 Carol St.,Meridian ID 83646
the following described real property in Ada County,State of Idaho,
more particularly described as follows,to wit:
"attached hereto and made art of herewith
See at
tached exhibit B P
EXCEPT,THE FOLLOWING PREMISES:
see attached exhibit"A"attached hereto and made part of herewith
TO HAVE AND TO HOLD the said premises,with their appurtenances unto the said heirs and assigns
forever.And the said Grantor(s)does(do)hereby covenant to and with the said Grantee(s),that
Grantor(s)is/are the owner(s)in fee simple of said premises;that said premises are free from all
encumbrances EXCEPT those to which this conveyance is expressly made subject and those made,
suffered or done by the Grantee(s);and subject to reservations,restrictions,dedications,easements,
rights of way and agreements,(if any)of record,and general taxes and assessments,(including irrigation
and utility assessments,if any)for the current year,which are not yet due and payable,and that
Grantor(s)will warrant and defend the rune from all lawful claims whatsoever.
Date: Aug/,/
Jo p ce cie .Ri
State of Idaho , Ad.a County,ss.
On this 29th day of August,in the year of 2007,before me the undersigned Notary Public in and for said
State,personally appeared Joseph R.Rice and Stacie M.Rice,known or idea' ed to me to be the
persons whose names are subscribed to the within instrument,and ac that they
executed the same
#OTT*r
Notary Publi . �
Residing at: fan, Z 0
My Commission Expires: 1- - 2 011 �A Q
it"O�
s �
L,
THE LAND GROUP, INC.
l
August 17,2007
Project No. 05021
Legal Description
Southridge Subdivision
Rice Lot
0.65 acres
EXHIBIT "A"
A tract of land situated in the Southwest One Quarter of the Northeast One Quarter" of
Section 23, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho,
described as follows:
Commencing at a found brass cap rnonumenting the North One Quarter of said Section
23, from which a found 5/8-inch steel pin monumenting the Center One Quarter Corner-
of said Section 23 bears South 00"37'47" West a distance of 2.637.73 feet:
Thence following the westerly line of the Northeast One Quarter of said Section 23,
South 00°37'47" West a distance of 1,937.38 feet to a point;
"Thence leaving said westerly line, South 89'22'13" East a distance of 515.14 feet to a
found 1/2-inch steel pin being the POINT OF BEGINNING.
Thence North 63"36'24" East a distance of 159.86 feet to a found 1/2-inch steel
pin on the southwesterly right-of-way line of the Ridenbaugh Canal;
Thence following said southwesterly right-of-way line, South 37"5247" East a
distance of 53.06 feet to a point;
Thence following said southwesterly right-of-way line,southeasterly 123.81 feet
following the arc of a circular curve to the right, said curve having a radius of
240.00 feet,a central angle of 29"33'24", a chord bearing of South 23"06'05" East
and a chord distance of 122.44 feet to a found 1/2-inch steel pin;
Thence leaving said southwesterly right-of-way line, South 671120" West a
distance of 158.98 feet to a found 1/2-inch steel pin;
Thence North 27"47'39" West a distance of'147.67 feet to a point;
Thence northwesterly 16.72 feet following the are of a circular curve to the left,
said curve having a radius of I97.50 feet, a central angle of 04"5I'03", a chord
bearing of North 30"13'10" West and a chord distance of 16.72 feet to the
POINT OF BEGINNING.
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THE LAND GROUP, INC.
'The above-described tract of land contains 28.362 square feet, or 0.65 acres, more or less,
subject to any existing easements or rights-of-way.
Prepared By: TEE LAND GROUP, INC.
462 E. SHORE DRIVE, SUI"FE 100
EAGLE, IDAI-IO 83616
208-939-4041 t, 17,
208-939-4445 (FAX)
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Page 2 of 2
Legend SITUATED IN THE SW 1/4 OF THE NE 1/4 OF SECTION 23,
FOUND BRASS CAP TOWNSHIP 3 NORTH, RANGE 1 WEST, BX
• FOUND 5/8" STEEL PIN ADA COUNTY, IDAHO
0 FOUND 1/2" STEEL PIN
0 CALCULATED POINT
BOUNDARY LINE
— — — SECTION LINE
— CANAL CENTER LINE
CANAL RIGHT—OF—WAY LINE
23T14 FOUND RRASS CAP
N 1/4 CORNER SECTION 23
RIDENBALIGH CANAL
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FOUND 5/8" STEEL PIN
C 1/4 CORNER SECTION 23 s
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CURVE TABLE o ,�
CURVE LENGTH RADIUS DELTA CH. BRG. CH. DIST. aa.
Cl 123.81 240.00 29-33'24" S23-06'05"E 122.44 va
C2 16.72 197.50 4'51'03" N30-13'10"W 16.72
ENGINEERISURVEYOR PROJECT INFORMATION SCALE: V=60'
THE LAND GROUP,INC. 08/27/07
�1 err,+, •lar 4104e drehiteoture EXHIBIT
-si„.t�ns+� PROJECT NO.06361
•ro Ftanf RICE LOT
•CZ. Course Irrigation d'Enginacring
•Graphic Cam7zuvey%ng teation
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pas)9.79-!!IS SOUTHRIDGE SUBDIVISION 1 OF 1
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THE LAND GROUP, INC.
,August 27,2007
Project No. 05021
Legal Description
Southridge Subdivision
Rice Property
5.14 acres
EXHIBIT" 13
A tract of land situated in the West One Half of the Northeast One Quarter of Section
23,"Township 3 North,Range 1 West., Boise Meridian, Ada County, Idaho,described as
follows:
Commencing at a found brass cap monumenting the North One Quarter of said Section
23, from which a found 5/8-inch steel pin monurnenting the Center One Quarter Corner
of said Section 23 bears South 0003747" West a distance of 2,637.73 feet;
"Thence following the westerly line of said Northeast One Quarter, South 00°37'47" West
a distance of 1,125.11 feet to the centerline of the Ridenbaugh Canal being the
POINT OF BEGINNING;
Thence following the centerline of said Ridenbaugh Canal the following six
courses:
131.51 feet following the arc of a curve to the right, said curve having a
radius of 150.00 feet,a central angle of 50°14'01",a chord bearing of
South 28'35'18" East and a chord distance of 127.34 feet to a point;
South 03028'l 7" East. a distance of 414.91 feet to a point:
Easterly 167.39 feet following the are of a circular curve to the left, said
curve having a radius of 70.00 feet,a central angle of 137°00'42", a chord
bearing of South 71°58'38" East and a chord distance of 130.26 feet to a
point;
North 399 V0I" East a distance of 141.01 feet to a point;
Easterly 232.80 feet following the arc of a circular curve to the right, said
curve having a radius of 130.00 feet, a central angle of 102'36'12", a
chord bearing of South 89'10'53" East and a chord distance of 202.92 feet
to a point;
South 37°52'47" East a distance of 252.61 feet to a point on the easterly
line of the West One Half of the West One Half of the Northeast One
Quarter of said Section 23;
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Page I of 4
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THE LAND GROUP, INC.
Thence leaving said centerline and following said easterly line,
j North 00°38'52" East a distance of 96.33 feet to a point on the easterly right-of-
way line of said.Ridenbaugh Canal;
Thence leaving said easterly line and following the easterly right-of-way line of
said Ridenbaugh Canal the following six courses:
South 37°52'47" East a distance of 192.05 feet to a point;
Southerly 467.12 feet following the arc of a circular curve to the right,
said curve having a radius of 360.00 feet, a central angle of 74°20'42", a
chord bearing of South 00°42'26" East and a chord distance of 435.04 feet
to a point;
South 36°27'55" West a distance of-3 4.82 feet to a point;
Southerly 84.45 feet following the arc of a circular curve to the left, said
curve having a radius of 90.00 feet, a central angle of 53045'48", a chord
bearing of South 09°35'01" West and a chord distance of 81.39 feet to a
point;
South 171 T53" East a distance of 110.54 feet to a point;
Southerly 62.88 feet following the arc of a circular curve to the right, said
curve having a radius of 210.00 feet, a central angle of 17°09'26", a chord
bearing of South 08'43'10" East and a chord distance of 62.65 feet to a
point;
Thence Ieaving said easterly right-of-way line,North 89°02'47" West a distance
of 120.05 feet to a point on the westerly right-of-way line of said Ridenbaugh
Canal;
Thence following the westerly right-of-way line of said Ridenbaugh Canal the
following five courses:
24.66 feet following the are of a non tangent curve to the left, said curve
having a radius of 90.00 feet,a central angle of 15°41'50", a chord bearing
of North 09°2658" West and a chord distance of24.58 feet to a point;
North 17 1 T53" West a distance of 110.54 feet to a point;
Northerly 197.05 feel:following the arc of a circular curve to the right,
said curve having a radius of 210.00 feet, a central angle of 53°45'48", a
chord bearing of North 09°35'01" East and a chord distance of 189.90 feet
to a point;
North 36°27'55" East a distance of 34.82 feet to a point;
Northerly 187.61 feet following the arc of a circular curve to the left, said
curve having a radius of 240.00 feet, a central angle of 44'47'18", a chord
bearing of North 14'04'16" East and a chord distance of 182.87 feet to a
found 1/2-inch steel pin;
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Page 2 of 4
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THE LAND GROUP, INC.
Thence leaving said westerly right-of-way line, South 67 11'20" West a distance
of 158.98 feet to a found 1/2-inch steel pin;
Thence North 27°47'39" West a distance of 147.67 feet to a point;
Thence northwesterly 16.72 feet following the are of a circular curve to the left,
said curve having a radius of 197.50 feet, a central angle of 04051'03", a chord
bearing of North 30'13'10" West and a chord distance of 16.72 feet to a found
1/2-inch steel pin;
Thence North 63°36'24" East a distance of 159.86 feet to a found 1/2-inch steel
pin on said westerly right-of-way line;
Thence following said westerly right-of-way line the following four courses:
North 37052'47" West a distance of 316.24 feet to a point;
Westerly 125.35 feet following the are of a circular curve to the left, said
curve having a radius of 70.00 feet, a central angle of 102°36'12", a chord
bearing of North 89°10'53" West and a chord distance of 109.26 feet to a
point;
South 39°31'01" West a distance of 141.01 feet to a point;
Southwesterly 115.98 feet following the are of a circular curve to the right,
said curve having a radius of 130.00 feet, a central angle of 51106'57",a
chord bearing of South 65°04'29" West and a chord distance of 112.17
feet to a point;
Thence leaving said westerly right-of-way line,North 89°16'00" West a distance
of 161.65 feet to a point on the westerly line of said Northeast One Quarter;
Thence following said westerly line,North 00°37'47" East a distance of 649.69
feet to the POINT OF BEGINNING.
The above-described tract of land contains 5.14 acres, more or less, subject to any
existing easements or rights-of-way.
SUBJECT TO :
A fifty-foot(50.00') wide ingress-egress easement situated in the West One Half of the
Northeast One Quarter of Section 23, Township 3 North, Range 1 West, Boise Meridian,
Ada County, Idaho, described as follows:
Commencing at a found brass cap rnonumenting the North One Quarter of said Section
23, from which a found 5/8-inch steel pin monumenting the Centel-One Quarter Corner
of said Section 23 bears South 00°37'47" West a distance of 2,637.73 feet;
Thence following the westerly line of said Northeast One Quarter, South 00°37'47" West
a distance of 1,125.11 feet to the centerline of the Ridenbaugh Canal being the
POINT OF BEGINNING;
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Page 3 of 4
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'rH> LAND GROUP, INC.
80.47 feet following the arc of a curve to the right, said curve having a radius of
150.00 feet, a central angle of 30'44'14", a chord bearing of South 38'20'11" East
and a chord distance of 79,51 feet to a point;
Thence South 00°37'47" West a distance of 587.96 feet to a point;
Thence North 89°16'00" West a distance of 50.00 feet to a point on the westerly
line of said Northwest One Quarter--
Thence following said westerly line.North 00037'47" East a distance of 649.69
feet to the POINT OF BEGINNING.
The above-described easement contains 0.72 acres, more or less, subject to any existing,
easements or rights-of-way.
Attached hereto is Exhibit "B" and by this reference is made a part hereof.
Prepared By; THE LAND GROUP, INC. LAN
462 E. SHORE DRIVE, SUITE 100 g�lo E D
EAGLE, IDAHO 83616
208-939-4041 ww 0
208-939-4445 (FAX) o two
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0ACAMEagle Transfer Files1063611Admirall..egalstll_070817__southridge_06361_rice2.doc
Page 4 of 4
SITUATED IN THE W 1/2 OF THE NE 1/4 OF SECTION 23,
TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M.,
14 FOUND RBASS CAP CITY OF MERIDIAN, ADA COUNTY, IDAHO
23 N 1/4 CORNER SECTION 23 CURVE TABLE
CURVE LENGTH RADIUS DELTA CH. BRG. CH. DIST.
C1 80.47 150.00 30*44'14" S38'20'11"E 79.51
C2 51.04 150.00 19'29'47" S13'13'11'E 50.80
C3 167.39 70.00 137'00'42" S71'58'38"E 130.26
C4 232.80 130.00 102*36'12" S8910'53"E 202.92
C5 467.12 360.00 74'20'42" SOD'42'26"E 435.04
° C6 84.45 90.00 53'45'48" S09'35'01"W 81.39
FIFTY-FOOT WIDE (50,00;) C7 62.88 210.00 17'09'26" S08'43'10"E 62.65
° INGRESS-EGRESS EASEMENT C8 24.66 90.00 15'41'50" N09'26'58"W 24.58
y C9 197.05 210,00 53'4548" N0935'01"E 189.90
i C10 187.61 240.00 44*47'18" N14'04'16"E 182.87
C11 125.35 70.00 102*36'12" N89'10'53"W 109.26
` C72 115.98 130.00 51'06'57" S65'04'29"W 112.17
EASTERLY LINE OF THE C13 16.72 197.50 V51'03" N30'13'10"W 15.72
ILI � r» WEST 1/2 OF THE WEST 1/2 OF
N ! THE NE 1/4 OF SECTION 23
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96. RIDENSAUGH CANAL
33' °
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FOUND 5 8" STEEL PIN
C 1/4 CORNER SECTION 23 CA
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N36'27'55'
34.82' 60,
Legend ° 60,
°
� FOUND BRASS CAP
• FOUND 5/8" STEEL PIN
CALCULATED POINT " U S3627'55'W �� s
BOUNDARY LINE
o N 34.82 �W
-- - -- SECTION LINE
------- INGRESS-EGRESS EASEMENT LINE
CANAL CENTER LINE ` . 00
CANAL RIGHT-OF-WAY' LINE 0 �5
ca 120.05'
N89ro2'4YW
ENGINEERISURVEYOR PROJECT INFORMATION SCALE: 1"=200'
Irk /tr,.� THE LAND GROUP,INC. <<e< 08127/07
�1 jf/ Landscape Architecture EXHIBIT
'Sw't ar: ninfing PROJECT N0.06361
.Site FLanni RICE PROPERTY
CaLj Course Irrigation d'Engineering
Graphic Cammunioation
AU S.Shorn or.,B to ID.886/6
+� j PMne(266J 9S9-ID�I Par(208J 939-�o SO KITH RI D G E S U BD 1V I S I 0 N 1 OF 1
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