Easement - Toll Southwest LLC - 2025 - Carrara Estates No. 3 - Carrara Estates Subdivision No. 3 Pathway EasementAda County Recorder Trent Tripple 2025-064709
Boise, Idaho Pgs= 20 vbailey 10/03/2025 10:26:59 AM
CITY OF EAGLE $0.00
Electronically Recorded
(Reserved for Ada County Recorder)
PERMANENT PATHWAY EASEMENT
AGREEMENT
THIS PERMANENT EASEMENT AGREEMENT is made and entered into this 2'
day of kMbff 2025, by and between TOLL SOUTHWEST LLC, 3103 W. Sheryl Drive,
Suite 100, Meridian, ID 83642, (hereinafter referred to as "Grantor"), and the CITY OF
EAGLE, 660 E. Civic Lane, Eagle, Idaho, 83616, (hereinafter referred to as "Grantee").
W.ITNESSETH:
FOR GOOD AND SUFFICIENT CONSIDERATION, IT IS AGREED:
SECTION 1. RECITALS:
1.1 Grantor is the owner of certain real property situated in Ada County, Idaho, (hereinafter
referred to as the "Subject Property") located northwest of N. Eagle Road and Floating Feather
Road, Eagle, Idaho, and more particularly described in Exhibit "A" as shown on Exhibit "B"
attached hereto.
1.2 The Grantee is the owner and operator of a pathway system, and in connection
therewith, desires to acquire from the Grantor an easement over and across a certain portion of the
Subject Property for public pathway easement.
1.3 The Grantee and the Grantor have agreed upon, and desire to herein memorialize
the teens and conditions which will govern the granting and use of the aforementioned
easement.
SECTION 2. AGREEMENT AND GRANT OF EASEMENT
NOW, THEREFORE, in consideration of the mutual covenants and conditions herein
contained, and for other good and valuable consideration, the receipt and sufficiency of which is
hereby acknowledged by the Grantor, the parties hereto, for themselves, their heirs, successors
and assigns, agree as follows:
2.1 Grantor, subject to the terms and conditions hereinafter set forth, hereby grants and
conveys unto the Grantee, its successors and assigns public pathway easement over and across that
portion of the Subject Property described within Exhibit "C", and generally as shown as
"Easement B" on Exhibit "D" attached hereto, ("Easement").
2.2 The Grantee may connect, or continue within this easement, public pathways as part
of future system expansion, and may authorize staff, contractors, or neighboring developers to
facilitate such improvements within this easement from any boundary to another public pathway
easement or easements, or to parcels included in any public access agreement.
EASEMENT AGREEMENT - I
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2.3 The Easement shall be permanent and perpetual, unless Grantee agrees in writing to
its termination, or it is otherwise abandoned or vacated by the Grantee.
2.4 Grantee, its agents, employees, contractors, and assigns, may traverse said Easement
with vehicles and equipment, and to make such improvements and excavations thereon and
thereunder as may be reasonably necessary to construct, install, maintain, repair, replace, operate
or use pathway located within the Easement.
2.5 Grantor reserves all mineral rights on the Subject Property. In the event damage occurs
to the pathway upon Grantor's exercise of mineral rights (i.e. excavation) the Grantor shall
immediately repair, restore, and revegetate all disturbed surface areas in a manner consistent
with conditions existing prior to the disturbance, all to the reasonable satisfaction of the Grantee.
2.6 Upon completion of its installation of a pathway within the Easement, and any
subsequent construction or maintenance activity conducted therein by the Grantee, the Grantee
shall immediately repair, restore, and revegetate all disturbed surface areas in a manner
consistent with conditions existing prior to the disturbance, all to the reasonable satisfaction of
the Grantor.
2.7 This Agreement, and the easement herein granted shall be appurtenant to, and run
with the title to the real property encumbered thereby, and shall obligate, and inure to the
benefit of, the parties hereto and their respective successors and assigns.
2.8 All exhibits attached hereto and the recitals contained herein are incorporated herein
as if set forth in full herein.
SECTION 3. Recordation.
This Agreement shall be recorded in the Official Real Property Records of Ada County,
Idaho.
SECTION 4. Governing Law, Jurisdiction, and Venue.
This Agreement shall be construed and interpreted in accordance with the laws of the State
of Idaho. The parties agree that the courts of Idaho shall have exclusive jurisdiction and agree that
Ada County is the proper venue.
EASEMENT AGREEMENT - 2
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IN WITNESS WHEREOF, the parties hereto have caused this Easement Agreement to be
executed on the day and year first above written.
"GRANTOR"
TOLL SOUTHWEST LLC
Ry 1 Hammons, Division President
"GRANTEE"
CITY OF EAGLE
By:
Brad Pike, Ma
ATTEST:
B
Tracy E. born, City Clerk
EASEMENT AGREEMENT - 3
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STATE OF IDAHO )
ss.
County of Ada )
On this j' day of �6 j24-eM b,--r 2025, before me, a Notary Public for said
State, personally appeared Ryan Hammons, known or identified to me to be the Division
President of TOLL SOUTHWEST LLC, the owners of the property referenced herein and
the persons who executed the foregoing instrument.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day
and year in this certificate first above written.
KYLE PREWETT
Notary Public - State of Idaho
Commission Number 20223246
My Commission Expires Jul 7, 2028
STATE OF IDAHO )
)ss.
County of Ada )
rs'
NOTARY PUBLIC FOR IDAHO
Residing at r���f�� 1 r7
My commission expires %/?/Z�Z
On this '2-3 day of Y , 2025, before me, a Notary Public, in and for said
County and State, personally appear d BRAD PIKE, known or identified to me to be the MAYOR
of the CITY OF EAGLE, said municipal corporation that executed the foregoing insttlunent, and
acknowledged to me that such corporation 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.
�.•yy� CS e 0, ••.
00.
PUBLICS
•� %• ;
•, *00 No. •• .•
EASEMENT AGREEMENT - 4
Residing at: tG�l$
My commission expires
1-31
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Exhibit "A"
_Legal Description
Carrara Estates Subdivision No. 3
A parcel being located in the W '/z of the SE % of Section 5, Township 4 North, Range 1 East,
Boise Meridian, City of Eagle, Ada County, Idaho, and more particularly described as follows:
Commencing at a Brass Cap monument marking the southwest corner of the SE % of said Section
5, from which a Brass Cap monument marking the southeast corner of said SE % bears S
89017'43" E a distance of 2668.93 feet;
Thence along the westerly boundary of said SE % N 0024'53" W a distance of 1960.44 feet to a
5/8 inch diameter rebar marking the northwesterly corner of Carrera Estates Subdivision No. 2,
as shown in Book1p of Plats on Pages 11CP01 through ZiGQ3, records of Ada County, Idaho,
the POINT OF BEGINNING;
Thence continuing along said westerly boundary N 0024'53" W a distance of 676.73 feet to an
Aluminum Cap monument marking the northwest corner of said W'/z of the SE %;
Thence along the northerly boundary of said W'/z of the SE % S 89026'06" E a distance of 1334.96
feet to a 5/8 inch diameter rebar marking the northeast corner of said W'/z of the SE %;
Thence along the easterly boundary of said W'/2 of the SE % S 0024'10" E a distance of 1216.61
feet to the northeasterly corner of Carrera Estates Subdivision No. 1, as shown in Book tZq of
Plats on Pages 1,05 through V\LA0, records of Ada County, Idaho;
Thence along the northerly boundary of said Carrera Estates Subdivision No. 1 the following
courses and distances:
Thence S 89039'29" W a distance of 206.77 feet to a point;
Thence S 90000'00" W a distance of 30.00 feet to a point;
Thence S 0000'00" W a distance of 19.29 feet to a point;
Thence S 89d39'29" W a distance of 182.71 feet to a point;
Thence S 0024" 5" E a distance of 243.61 feet to a point on a curve;
Thence a distance of 123.78 feet along the arc of a 301.50 foot radius non -tangent curve right,
said curve having a central angle of 23031'20" and a long chord bearing S 79°00'27" W a
distance of 122.91 feet to a point of tangency;
Thence N 89'13'53" W a distance of 10.40 feet to a point;
Thence N 0046'07" E a distance of 136.44 feet to the southeasterly corner of Carrera Estates
Subdivision No. 2, as shown in Book $10 of Plats on Pages?' CGQ! through t O
records of Ada County, Idaho;
Thence along the easterly and northerly boundary of said Carrera Estates Subdivision No. 2 the
following courses and distances:
Carrara Estates Subdivision No. 3
Job
L Paagland surveying and [onmlting Page 1 of 1 of 2
2
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Thence N 2°00'00" E a distance of 340.11 feet to a point;
Thence N 53'17'33" W a distance of 100.85 feet to a point;
Thence N 42000'00" W a distance of 143.00 feet to a point;
Thence N 48000'00" E a distance of 14.52 feet to a point;
Thence N 42°00'00" W a distance of 402.31 feet to a point;
Thence S 66000'00" W a distance of 142.21 feet to a point on a curve;
Thence a distance of 12.39 feet along the arc of a 126.50 foot radius non -tangent curve
right, said curve having a central angle of 5°36'47" and a long chord bearing N 31 °03'57"
W a distance of 12.39 feet to a point;
Thence S 61044'27" W a distance of 53.00 feet to a point;
Thence S 78°30'31" W a distance of 189.29 feet to the POINT OF BEGINNING.
This parcel contains 29.22 acres, more or less
\oNp l LA NQ S
Clinton W. Hansen, PLS
Land Solutions, PC 11118
April 15, 2024 o
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Carrara Estates Subdivision No.3
Job No. 2
Land Surveying and Consulting of 2
Page 2 of 2
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Exhibit "C"
Legal Description
City of Eagle Pathway Easements
Carrara Estates Subdivision No. 3
Easements located in the W 1/2 of the SE 1/4 of Section 5, Township 4 North, Range 1 East,
Boise Meridian, City of Eagle, Ada County, Idaho, and more particularly described as follows:
EASEMENT A
A strip of land 16.00 feet in width, the boundary of which is described as follows:
Commencing at an Aluminum Cap monument marking the northwest corner of said SE 1/4 of
said Section 5, from which a 5/8" diameter rebar with no cap marking the northeast corner of
said SE 1/4 bears S 89026'06" E a distance of 2669.92 feet;
Thence along the northerly boundary of said SE 1/4 S 89026'06" E a distance of 539.63 feet to a
point;
Thence leaving said boundary S 0133'54" W a distance of 292.55 feet to the POINT OF
BEGINNING;
Thence N 85147'38" E a distance of 217.65 feet to the beginning of a tangential curve;
Thence a distance of 35.45 feet along the arc of a 112.00 foot radius curve right, said curve
having a central angle of 18108'04" and a chord bearing S 85108'20" E a distance of 35.30 feet
to the beginning of a reverse curve;
Thence a distance of 73.78 feet along the arc of a 163.00 foot radius curve left, said curve
having a central angle of 25056'06" and a chord bearing S 89002'21" E a distance of 73.15 feet
to the beginning of a reverse curve;
Thence a distance of 55.85 feet along the arc of a 32.00 foot radius curve right, said curve
having a central angle of 100100'15" and a chord bearing S 52000'16" E a distance of 49.03 feet
to a point of tangency;
Thence S 21100'09" E a distance of 7.30 feet to the beginning of a tangential curve;
Thence a distance of 9.34 feet along the arc of a 6.00 foot radius curve left, said curve having a
central angle of 89012'59" and a chord bearing S 46036'39" E a distance of 8.43 feet to the
beginning of a compound curve;
Thence a distance of 5.00 feet along the arc of a 296.00 foot radius curve left, said curve having
a central angle of 0158'01" and a chord bearing N 88117'51" E a distance of 5.00 feet to a point
of tangency;
Thence N 87048'51" E a distance of 23.69 feet to the beginning of a tangential curve;
9jd��+C9��At3t1" Carrara Estates Subdivision No. 3 Pathway Easements
�/- Job No. 2
Land Surveying and Consulting
Page 1 of of 7 7
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Thence a distance of 35.37 feet along the arc of a 296.00 foot radius curve left, said curve
having a central angle of 6150'51" and a chord bearing N 84023'25" E a distance of 35.35 feet to
a point of tangency;
Thence N 80158'00" E a distance of 52.07 feet to the beginning of a non -tangential curve;
Thence a distance of 16.06 feet along the arc of an 65.50 foot radius curve left, said curve
having a central angle of 14102'46" and a chord bearing S 11140'42" E a distance of 16.02 feet
to a point;
Thence S 80158'00" W a distance of 52.81 feet to the beginning of a tangential curve;
Thence a distance of 37.29 feet along the arc of an 312.00 foot radius curve right, said curve
having a central angle of 6150'51" and a chord bearing S 84023'25" W a distance of 37.26 feet to
a point of tangency;
Thence S 87048'51" W a distance of 23.69 feet to the beginning of a tangential curve;
Thence a distance of 17.24 feet along the arc of a 11.00 foot radius curve left, said curve having
a central angle of 89049'00" and a chord bearing S 42154'21" W a distance of 15.53 feet to a
point of tangency;
Thence S 2000'09" E a distance of 6.68 feet to a point;
Thence S 1138'03" W a distance of 27.93 feet to the beginning of a tangential curve;
Thence a distance of 19.67 feet along the arc of a 96.00 foot radius curve left, said curve having
a central angle of 11044'20" and a chord bearing S 4014'08" E a distance of 19.63 feet to the
beginning of a reverse curve;
Thence a distance of 37.52 feet along the arc of a 216.00 foot radius curve right, said curve
having a central angle of 9157'05" and a chord bearing S 5007'45" E a distance of 37.47 feet to a
point of tangency;
Thence S 1000'49" W a distance of 9.81 feet to the beginning of a tangential curve;
Thence a distance of 14.08 feet along the arc of a 796.00 foot radius curve left, said curve
having a central angle of 1°00'49" and a chord bearing S 0130'25" W a distance of 14.08 feet to
a point of tangency;
Thence S 00000'00" E a distance of 145.48 feet to a point;
Thence S 89035'45" W a distance of 0.55 feet to the beginning of a non -tangential curve;
Thence a distance of 15.48 feet along the arc of a 176.50 foot radius curve left, said curve
having a central angle of 5001'29" and a chord bearing S 87005'01" W a distance of 15.47 feet to
a point;
Thence N 00000'00" E a distance of 146.27 feet to a point;
�.c��il3�i���Cafl Carrara Estates Subdivision No. 3 Pathway Easements
Land sur yiny and conswnng Job No. 23-68
Page 2 of 7
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Thence a distance of 14.37 feet along the arc of a 812.00 foot radius curve right, said curve
having a central angle of 1100'49" and a chord bearing N 0030'25" E a distance of 14.37 feet to
a point of tangency;
Thence N 1100'49" E a distance of 9.64 feet to the beginning of a tangential curve;
Thence a distance of 34.58 feet along the arc of a 200.00 foot radius curve left, said curve
having a central angle of 9154'20" and a chord bearing N 5009'08" W a distance of 34.53 feet to
the beginning of a reverse curve;
Thence a distance of 22.95 feet along the arc of a 112.00 foot radius curve right, said curve
having a central angle of 11044'20" and a chord bearing N 4014'08" W a distance of 22.91 feet
to a point of tangency;
Thence N 1038'03" E a distance of 27.42 feet to a point;
Thence N 2100'09" W a distance of 46.50 feet to the beginning of a tangential curve;
Thence a distance of 27.93 feet along the arc of a 16.00 foot radius curve left, said curve having
a central angle of 100'00'15" and a chord bearing N 52000'16" W a distance of 24.51 feet to the
beginning of a reverse curve;
Thence a distance of 81.02 feet along the arc of a 179.00 foot radius curve right, said curve
having a central angle of 25°56'06" and a chord bearing N 89102'21" W a distance of 80.33 feet
to a point of reverse curvature;
Thence a distance of 30.38 feet along the arc of a 96.00 foot radius curve left, said curve having
a central angle of 18008'04" and a chord bearing N 85008'20" W a distance of 30.26 feet to a
point of tangency;
Thence S 85°47'38" W a distance of 213.67 feet to the beginning of a non -tangential curve;
Thence a distance of 16.52 feet along the arc of a 79.50 foot radius curve left, said curve having
a central angle of 11054'20" and a chord bearing N 18012'09" W a distance of 16.49 feet to the
POINT OF BEGINNING.
Said Easement A contains 12,708 square feet (0.29 acres) and is subject to any other
easements existing or in use.
EASEMENT B
A strip of land 16.00 feet in width, the boundary of which is described as follows:
Commencing at a Brass Cap monument marking the southwest corner of the SE 1/4 of said
Section 5, from which an Aluminum Cap monument marking the northwest corner of said SE 1/4
bears N 0024'53" W a distance of 2637.17 feet;
Thence along the westerly boundary of said SE 1/4 N 0124'53" W a distance of 1571.68 feet to
a point;
.11 ���r� Carrara Estates Subdivision No. 3 Pathway Easements
Job No-' Lino S.—Yk g and ca-11l� Page 3 of Page
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7
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Thence leaving said boundary N 89035'07" E a distance of 630.44 feet to the POINT OF
BEGINNING;
Thence N 57055'15" E a distance of 112.17 feet to the beginning of a tangential curve;
Thence a distance of 36.18 feet along the arc of a 72.00 foot radius curve right, said curve
having a central angle of 28047'14" and a chord bearing N 72018'52" E a distance of 35.80 feet
to a point of tangency;
Thence N 86042'29" E a distance of 5.35 feet to the beginning of a tangential curve;
Thence a distance of 27.59 feet along the arc of a 94.50 foot radius curve left, said curve having
a central angle of 16143'36" and a chord bearing N 78120'41" E a distance of 27.49 feet to a
point of tangency;
Thence N 69058'53" E a distance of 54.18 feet to the beginning of a tangential curve;
Thence a distance of 30.17 feet along the arc of an 110.50 foot radius curve right, said curve
having a central angle of 15038'38" and a chord bearing N 77048'12" E a distance of 30.08 feet
to the beginning of a reverse curve;
Thence a distance of 6.21 feet along the arc of an 4.00 foot radius curve left, said curve having
a central angle of 88055'02" and a chord bearing N 41010'00" E a distance of 5.60 feet to a point
of tangency;
Thence N 3017'31" W a distance of 24.46 feet to the beginning of a tangential curve;
Thence a distance of 157.05 feet along the arc of an 812.00 foot radius curve right, said curve
having a central angle of 11 °04'55" and a chord bearing N 2014'56" E a distance of 156.81 feet
to the beginning of a reverse curve;
Thence a distance of 26.65 feet along the arc of a 196.00 foot radius curve left, said curve
having a central angle of 7047'24" and a chord bearing N 3153'42" E a distance of 26.63 feet to
a point of tangency;
Thence N 0000'00" E a distance of 70.16 feet to the beginning of a non -tangential curve;
Thence a distance of 15.93 feet along the arc of a 117.50 foot radius curve right, said curve
having a central angle of 7045'58" and a chord bearing N 85042'46" E a distance of 15.91 feet to
a point of tangency;
Thence N 89035'45" E a distance of 0.13 feet to a point;
Thence S 0000'00" E a distance of 71.35 feet to the beginning of a tangential curve;
Thence a distance of 28.82 feet along the arc of a 212.00 foot radius curve right, said curve
having a central angle of 7047'24" and a chord bearing S 3053'42" W a distance of 28.80 feet to
the beginning of a reverse curve;
I/UjU -an s Carrara Estates Subdivision No. 3 Pathway Easements
Job N0. Land surveying and conSUOUng f 4 o7
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Thence a distance of 153.96 feet along the arc of a 796.00 foot radius curve left, said curve
having a central angle of 11104'55" and a chord bearing S 2014'56" W a distance of 153.72 feet
to a point of tangency;
Thence S 3117'31" E a distance of 24.44 feet to the beginning of a tangential curve;
Thence a distance of 6.28 feet along the arc of a 4.00 foot radius curve left, said curve having a
central angle of 90000'00" and a chord bearing S 48017'31" E a distance of 5.66 feet to a point
of tangency;
Thence N 86042'29" E a distance of 68.02 feet to the beginning of a tangential curve;
Thence a distance of 72.70 feet along the arc of a 208.00 foot radius curve right, said curve
having a central angle of 20001'32" and a chord bearing S 83016'45" E a distance of 72.33 feet
to a point of tangency;
Thence S 73015'59" E a distance of 3.84 feet to the beginning of a non -tangential curve;
Thence a distance of 16.04 feet along the arc of a 65.50 foot radius curve left, said curve having
a central angle of 14001'51" and a chord bearing S 16044'01" W a distance of 16.00 feet to a
point;
Thence N 73015'59" W a distance of 3.84 feet to the beginning of a tangential curve;
Thence a distance of 67.11 feet along the arc of a 192.00 foot radius curve left, said curve
having a central angle of 20001'32" and a chord bearing N 83016'45" W a distance of 66.77 feet
to a point of tangency;
Thence S 86142'29" W a distance of 68.02 feet to the beginning of a tangential curve;
Thence a distance of 6.28 feet along the arc of a 4.00 foot radius curve left, said curve having a
central angle of 90000'00" and a chord bearing S 41042'29" W a distance of 5.66 feet to a point
of tangency;
Thence S 3017'31" E a distance of 87.45 feet to the beginning of a tangential curve;
Thence a distance of 63.21 feet along the arc of a 612.00 foot radius curve right, said curve
having a central angle of 5155'05" and a chord bearing S 0119'58" E a distance of 63.18 feet to a
point of tangency;
Thence S 2037'34" W a distance of 178.89 feet to the beginning of a tangential curve;
Thence a distance of 62.74 feet along the arc of a 396.00 foot radius curve right, said curve
having a central angle of 9004'39" and a chord bearing S 1054'46" E a distance of 62.67 feet to a
point of tangency;
Thence S 6127'05" E a distance of 79.21 feet to the beginning of a tangential curve;
Thence a distance of 5.49 feet along the arc of a 52.00 foot radius curve right, said curve having
a central angle of 6002'50" and a chord bearing S 3025'40" E a distance of 5.49 feet to a point of
tangency;
Lirlfl�il ]r1r15 Carrara Estates Subdivision No. 3 Pathway Easements
Q._ 5 oLand Surveying and Consulting Job No. f 7
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Thence S 0024'15" E a distance of 29.77 feet to a point;
Thence S 89035'45" W a distance of 16.00 feet to a point;
Thence N 0024'15" W a distance of 29.77 feet to the beginning of a tangential curve;
Thence a distance of 3.80 feet along the arc of a 36.00 foot radius curve left, said curve having
a central angle of 6002'50" and a chord bearing N 3025'40" W a distance of 3.80 feet to a point
of tangency;
Thence N 6127'05" W a distance of 79.21 feet to the beginning of a tangential curve;
Thence a distance of 65.27 feet along the arc of a 412.00 foot radius curve right, said curve
having a central angle of 1 °54'46" and a chord bearing N 1 °54'46" W a distance of 65.21 feet to
a point of tangency;
Thence N 2°37'34" E a distance of 178.89 feet to the beginning of a tangential curve;
Thence a distance of 61.56 feet along the arc of a 596.00 foot radius curve left, said curve
having a central angle of 5°55'05" and a chord bearing N 0119'58" W a distance of 61.53 feet to
a point of tangency;
Thence N 3117'31" W a distance of 87.42 feet to the beginning of a tangential curve;
Thence a distance of 6.38 feet along the arc of a 4.00 foot radius curve left, said curve having a
central angle of 91022'13" and a chord bearing N 48°58'37" W a distance of 5.72 feet to the
beginning of a compound curve;
Thence a distance of 25.33 feet along the arc of a 94.50 foot radius curve left, said curve having
a central angle of 15021'24" and a chord bearing S 77039'35" W a distance of 25.25 feet to a
point of tangency;
Thence S 69058'53" W a distance of 54.18 feet to the beginning of a tangential curve;
Thence a distance of 32.26 feet along the arc of a 110.50 foot radius curve right, said curve
having a central angle of 16043'36" and a chord bearing S 78120'41" W a distance of 32.14 feet
to a point of tangency;
Thence S 861142'29" W a distance of 5.35 feet to the beginning of a tangential curve;
Thence a distance of 28.14 feet along the arc of a 56.00 foot radius curve left, said curve having
a central angle of 28047'14" and a chord bearing S 72018'52" W a distance of 27.84 feet to a
point of tangency;
Thence S 57055'15" W a distance of 114.09 feet to the beginning of a non -tangential curve;
Thence a distance of 16.13 feet along the arc of a 129.50 foot radius curve left, said curve
having a central angle of 7108'05" and a chord bearing N 25013'09" W a distance of 16.12 feet
to the POINT OF BEGINNING.
La_n__d3olution Carrara Estates Subdivision No. 3 Pathway Easements
`-� land Surveying and Conwttfng Job No. 23-68
Page 6 of 7
Instrument # 2025-064709
10/03/2025 10:26:59 AM Page 16 of 20
Said Easement B contains 19,650 square feet (0.45 acres) and is subject to any other
easements existing or in use.
EASEMENT C
A strip of land 16.00 feet in width, the boundary of which is described as follows:
Commencing at a Brass Cap monument marking the southwest corner of said SE 1/4 of said
Section 5, from which an Aluminum Cap monument marking the northwest corner of said SE 1/4
bears N 0024'53" W a distance of 2637.17 feet;
Thence along the westerly boundary of said SE 1/4 N 0024'53" W a distance of 1574.45 feet to
a point;
Thence leaving said boundary N 89135'07" E a distance of 1111.91 feet to the POINT OF
BEGINNING;
Thence a distance of 16.80 feet along the arc of a 65.50 foot radius curve left, said curve having
a central angle of 14041'47" and a chord bearing N 71039'54" E a distance of 16.75 feet to a
point;
Thence S 11104'14" E a distance of 52.75 feet to the beginning of a tangential curve;
Thence a distance of 65.78 feet along the arc of a 404.00 foot radius curve right, said curve
having a central angle of 9119'46" and a chord bearing S 3035'39" W a distance of 65.71 feet to
the beginning of a reverse curve;
Thence a distance of 63.57 feet along the arc of a 594.00 foot radius curve left, said curve
having a central angle of 6007'53" and a chord bearing S 5011'35" W a distance of 63.54 feet to
a point;
Thence S 90000'00" W a distance of 16.01 feet to the beginning of a non -tangential curve;
Thence a distance of 65.87 feet along the arc of a 610.00 foot radius curve right, said curve
having a central angle of 6011'14" and a chord bearing N 5009'55" E a distance of 65.84 feet to
the beginning of a reverse curve;
Thence a distance of 63.18 feet along the arc of a 388.00 foot radius curve left, said curve
having a central angle of 9019'46" and a chord bearing N 3135'39" E a distance of 63.11 feet to
a point of tangency;
Thence N 1004'14" W a distance of 47.78 feet to the POINT OF BEGINNING.
Said Easement C contains 2,865 square feet (0.07 acres) and is \0 LA No s
subject to any other easements existing or in use. CD �6 T FR G�'L
o -<
Clinton W. Hansen, PLS
11118
Land Solutions, PC
August 28, 2025 �� TF o F �� C�
TON W NPR
Carrara Estates Subdivision No. 3 Pathway Easements
��- Job No. land Surveying and consult" of 7
Page 7 7 of 7
Exhibit "Di1 Instrument # 2025-064709
10/03/2025 10:26:59 AM Page 17 of 20
CITY OF EAGLE - PATHWAY EASEMENTS
CARRARA ESTATES SUBDIVISION NO. 3
LOCATED IN THE W 1/2 OF THE SE 1/4 OF SECTION 5, T4N, R1E,
B.M., CITY OF EAGLE, ADA COUNTY, IDAHO
CP&F INST. NO. 2025 .
2023-065286 CP&F INST. NO.
C1
/44 2023-026978
1/4 SECTION LINE S89'26'06"E 2669.92' (BASIS OF BEARING) _E1�/4
— 539 b3'� - - — 2130.29' - - YS-4
POINT OF
COMMENCEMENT
EASEMENT A
29
cV
N 22
:3 28
i PROPOSEDM� ESTATES
'M
W. OCEAN
OBELLO STREET:
ID
1
to
POINT OF o
BEGINNING EASEMENT A = 12708 S.F.
EASEMENT A
c1�
_ _ C18� )J��C64r
C5 N8058'00"E
- S8547'38"W 213.6T C17 61 52.07�
23 N20009l
BLOCK a 46.50L3-C7
5
goo
27 N1'38'03"E
J27.42' S1'38'03"W80 `
l �{ f�- 27.93'
24'
j I N1'00'49"E� S1'00'49"W
9.64'� 9.81'
26 16'
"SEE PAGE 4 FOR CURVE/LINE TABLES'
01 50'11 11
Jffing
1 OF 4
rmw.landsolutionsbiz M NO. 23-68
Instrument # 2025-064709
CITY OF EAGLE - PATHWAY EASEMENTS
CARRARA ESTATES SUBDIVISION NO. 3
LOCATED IN THE W 1/2 OF THE SE 1/4 OF SECTION 5, T4N, R1 E,
B.M., CITY OF EAGLE, ADA COUNTY, IDAHO
X2025�
CP&F INST. NO. /
2023-065286 l z 1
_ _W._CRESTONE DR.
x \ C2 0
"SEE PAGE 4 FOR CURVE/LINE TABkES
i
m
z cr
�,
zII
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,0
Z EASEMENT B = 19546 S.F.
POINT OF
w I BEGINNING 9 'L6 0 C23
EASEMENT B by , 62,
�4 C43
N89'35'07"E 630.44' \ ��� L22 0
...........................
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POINT OF
JCOMMENCEMENT
EASEMENT B
CP&F INST. NO.
5 96094688
a S1 /4
O' 75' 150' 300'
j BLOCK 4
OR
Pi 11
5
PROPIWIl CARRARA ESTATES
ZP SUBDIVISION N0. 3
CT NI
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Lin I lutions
Land Surveying and Consulting
231 E- STH ST-
MERIDIAN, ID 83642 SHM 2 OF 4
(208) 2B8-2040 (208) 28a-2557 fax
wuw+.landsolutions.biz JOB NO. 23-68
Instrument # 2025-064709
10/03/2025 10:26:59 AM Page 19 of 20
CITY OF EAGLE - PATHWAY EASEMENTS
CARRARA ESTATES SUBDIVISION NO. 3
LOCATED IN THE W 1/2 OF THE SE 1/4 OF SECTION 5, T4N, R1 E,
B.M., CITY OF EAGLE, ADA COUNTY, IDAHO
2025
CP&F INST. NO. o
2023-065286 '—' 1
C1/4C.I
12 z
�I 15
o
z
N89'35'07" E .........................
POINT OF of C3
BEGINNING FI �U
N t3 EASEMENT C :4CD
m
CAI PROPOSED CARRARA ESTATES �}
�! I SUEtOMSION NO. 3
EASEMENT C = 2865 S.F.
i � U
I I I I I
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POINT OF BLOCK d cn
COMMENCEMENT I I
EASEMENT C
CPbF INST. NO. I
5 96094688 "" SEE PAGE 4 FOR CURVE/LINE TABLESL J
8 S1/4 S90'00'00"W
16.01'
CARRARA ESTATES SUBOMSION
NO. 1
Q,0,P1- LA /Vp S
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Land Surveying and Consulting
231 E. 5TH ST.
MERIDIAN, ID 83642 SHEET 3 OF 4
(208) 288-2D40 (208) 288-2557 fax
www. land solutions. biz JOB N0. 23-68
Instrument # 2025-064709
10/03/2025 10:26:59 AM Page 20 of 20
CITY OF EAGLE - PATHWAY EASEMENTS
CARRARA ESTATES SUBDIVISION NO. 3_
LOCATED IN THE W 112 OF THE SE 1/4 OF SECTION 5, T4N, R1 E,
B.M., CITY OF EAGLE, ADA COUNTY, IDAHO
2025
UNE TABLE
LINE
LENGTH
BEARING
L1
7.30'
S2'00'O9"E
L2
23.69'
N87'48'51"E
L3
23.69'
S8748'51"W
L4
6.68'
S2'00'O9'E
L5
0.55'
S8935'45'W
L6
5.35'
N86'42'29'E
L7
54.18'
N6958'53'E
L8
24.46'
N317'31 "W
L9
70.16'
NO'00'00'E
L10
0.13'
N89'35'45"E
L11
71.35'
SO'00'00"E
L12
24.44'
S317'311
L13
68.02'
N86'42'29'E
L14
3.84'
S73'15'59"E
L15
3.84'
N7315'59'W
L16
68.02'
S8642'29"W
L17
87.45'
S317'31'E
L18
29.77'
SO'24'15"E
L19
29.77'
N0-24'15"W
L20
87.42'
N317'31"W
L21
54.18'
S69'58'53"W
L22
5.35'
S86'42'29"W
L23
16.00'
S89'35'45"W
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
BEARING
CHORD
Cl
35.45'
112.00'
18'08'04"
S85-08.20"E
35.30'
C2
73.78'
163.00'
25'56'06"
S89-02'21'E
73.15'
C3
55.85'
32.00'
100'00'15"
S52'00'16"E
49.03'
C4
9.34'
6.00'
8912'59"
S46'36'39'E
8.43'
C5
5.00'
296.00'
0'58'01'
N8817'51'E
5.00'
C6
35.37'
296.00'
650'51"
N84'23'25'E
35.35'
C7
37.29'
312.00'
650'51"
S84'23'25'W
37.26'
C8
17.24'
11.00'
89'49'00"
�S42*5,01'W
15.53'
C9
19.67'
96.00'
11'44'20'
S414'08'E
19.63'
CIO
37.52'
216.00'
9'57'05'
S5'07'45'E
37.47'
C11
14.08'
796,00'
1'00'49"
SO'30'25'W
14.08'
C12
15.48'
176.50'
5'01'29"
S87'05'01"W
15.47'
C13
14.37'
812.00'
1'00'49'
I NO'30'25'E
14.37'
C14
34.58'
200.00'
9'54'20'
I N5 OWWW
34.53'
C15
22.95'
112.00'
11'44'20"
N414'08"W
22.91'
C16
27.93'
16.00'
100'00'15"
N52-00-16"W
24.51'
C17
81.02'
179.00'
25'56'06"
N89'02'21"W
80.33'
C18
30.38'
96.00'
18'08'04"
N85'08'20"W
30.26'
C19
16.52'
79.50' I
11'54'20"
N1812'09"W
16.49'
C20
16.06'
65.50' 114'02'46"
S11'40'42"E
16.02'
C21
36.18'
72.00'
28*47'14' I
N7218'52"E
35.80'
C22
27.59'
94.50'
16'43'36"
N78-20-41"E
27.49'
C23
30.17'
110.50'
15'38'38"
N77'48'12"E
30.08'
C24
6.21'
4.00'
88'55'02" I
N41-10-00"E
5.60'
C25
157.05'
812.00'
11'04'55"
N214'56'E
156.81'
L LA NO
AS Tp-.l-1
0
0
1.i1118
�o a
n y P
D0 F NP���
N W.
CURVE TABLE
CURVE
LENGTH
I RADIUS
DELTA
BEARING
CHORD
C26
26.651
196.00'
7'47'24"
N353'42"E
26.63'
C27
15.93'
117.50'
7'45'58"
N85'42'46"E
15.91'
C28
28.82'
212.00'
7'4724"
S353'42'W
28.80'
C29
153.96'
796.00'
11'04'55'
S214'56'W
153.72'
C30
6.28'
4.00'
90100'00"
S4817'311
5.66'
C31
72.70'
208.00'
20'01'32"
58316'45"E
72.33'
C32
16.04'
65.50'
14'01'51"
S16'44'01"W
16.00'
C33
67.11'
192.00'
20'01'32'
N8316'45'W
66.77'
C34
6.28'
4.00'
90'00'00"
S41-42-29"W
5.66'
C35
63.21'
612.00'
555'05"
S019-58"E
63.18'
C36
62.74'
396-W
9'04'39"
S1'54'46"E
62.67'
I C37
5.49'
152.00'
6'02'50"
S3'25'40"E
5.49'
C38
3.80'
36.00'
6'02'50'
N3'25'40"W
3.80'
C39
65.27'
412.00'
9'04'39'
N1'54'46'W
65.21'
C40
61.56'
1596.00'
5'55'05"
N019-58-W
61.53'
C41
6.38'
4.00'
91'22'13"
N4858'37"W
5.72'
C42
25.33'
94.50'
15'21'24"
S77'39'35"W
25.25'
C43
32.26'
110.50'
16'43'36"
S78'20'41'W
32.14'
C44
28.14'
56.00'
28'4714"
S7218'52'W
27.84'
C45
16.13'
129.50'
7'08'05"
N2513-09"W
16.12'
C46
16.80'
65.50'
14'41'47'
N71'39'54"E
16.75.
C47
65.78'
1404.00'
9'19'46'
S335'39'W
65.71'
C48
63.57'
1594.00'
6ro7'53"
S511-35"W
63.54'
C49
65.87'
610.00'
611'14'
N5'09'55'E
65.84'
C50
63.18'
388.00'
1 919'46"
N3'35'39"E
63.11'
----�S
no *ors
Land Surveying and Consulting
231 E. 5TH ST.
MERIDIAN. ID 83642 SHM 4 OF 4
(208) 288-2040 (208) 288-2557 fax
vnvw.landsoluuons.biz X9 0. 23-58