Easement - RLS (Torrente) LLC - 2025 - Torrente 2 (Northwest of N. Eagle Rd. and Floating Feather Rd.) - Torrente Secco Sub No 2 Easement Agreement Ada County Recorder Trent Tripple 2025-082394
Boise,Idaho Pgs=14 cfowler 12/11/2025 01:22:50 PM
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 ID
day of 1-) C'12,'f}(1,`be1(z, 2025, by and between RLS (TORRENTE) LLC, 250 Vesey Street, 15th
Floor,New York,NY 10281, (hereinafter referred to as "Grantor"), and the CITY OF EAGLE,
660 E. Civic Lane, Eagle, Idaho, 83616, (hereinafter referred to as "Grantee").
WITNESSETH:
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 terms 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- 1
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.
The prevailing party in any claims or disputes arising out of this Agreement shall be
entitled to recover reasonable attorney's fees in addition to other relief which a court of competent
jurisdiction may award.
EASEMENT AGREEMENT-2
IN WITNESS WHEREOF,the parties hereto have caused this Easement Agreement to be
executed on the day and year first above written.
"GRANTOR" "GRANTEE"
RLS (TORRENTE)LLC CITY OF EAGLE
By: By:
Rusty Weathersby Brad Pike. Mayor
Authorized Signatory
ATTEST:
OF, A,,,'r:,,�
Tracy E. rn, City Clerk: a o t
: CJ �•� .
* . .
SEAL .
•
da lE Of\\
l,,,,,
EASEMENT AGREEMENT-3
STATE OF Ptc-co o.- )
) ss.
County of yV\o.cicap4 )
On this 2O day of QLc.r , 2025, before me, a Notary Public for said
State,personally appeared Rusty Weathersby, known or identified to me to be the
Authorized Signatory of RLS (TORRENTE) 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.
MATTHEW CALDWELL {\(\ \.
4 Notary Public,State of Arizona
. Maricopa County CA4kbAl
NOTARY PUBLIC FOR , rrror+o..
'�-___7J�`��,� Commission M 867783 �,.e�
My Commission Expires Residing at Ww,c.aQs C_ek
' May 05,2028 My commission expires (V Pq 5'", 2628
STATE OF IDAHO )
)ss.
County of Ada )
On this Ju day of tkceY \ber, 2025, before me, a Notary Public, in and for said
County and State, personally appeared BRAD PIKE, known or identified to me to be the MAYOR
of the CITY OF EAGLE, said municipal corporation that executed the foregoing instrument, 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.
,vosso uaaa•aaa.,
CSEN
S NO Y PUBLIC FOR I AHO
C., . . Residing at:
.
• PURL, 'v O•' My commission expires: Z. i
•,••4 PE OF a..••
EASEMENT AGREEMENT-4
Exhibit "A"
Legal Description
Torrente Secco Subdivision No. 2
A parcel being a portion of the E '/2 of Section 3, Township 4 North, Range 1 West. B.M.. City of
Eagle. Ada County, Idaho, and more particularly described as follows:
Commencing at a Brass Cap monument marking the northwest corner of said E '/2 of said Section
3, from which a Brass Cap monument marking the northeast corner of said Section 3 bears S
89°05'02" E a distance of 2617.77 feet;
Thence along the westerly boundary of said E '/2 S 0°46'34" W a distance of 2711.93 feet to an
Aluminum Cap monument marking the southwest corner of the NE 'A of said Section 3;
Thence continuing along the westerly boundary of said E S 0°46'59" W a distance of 47.49 feet
to a point marking the southwest corner of Torrente Secco Subdivision No. 1 as shown in Book
of Plats on Pages ISO through •- , records of Ada County, Idaho, and the POINT OF
BEGINNING;
Thence along the southerly boundary of said Torrente Secco Subdivision No. 1 the following
described courses:
Thence S 89°13'01" E a distance of 95.29 feet to a point;
Thence S 89°43'00" E a distance of 103.83 feet to a point;
Thence N 86°52'49" E a distance of 85.00 feet to a point;
Thence N 86°09'05" E a distance of 141.83 feet to a point:
Thence N 77°40'42" E a distance of 68.50 feet to a point;
Thence N 71°39'45" E a distance of 150.52 feet to a point;
Thence N 63°27'04" E a distance of 70.80 feet to a point:
Thence N 67°51'30" E a distance of 242.00 feet to a point;
Thence leaving said southerly boundary S 22°08'30" E a distance of 177.00 feet to a point;
Thence S 67°51'30" W a distance of 19.39 feet to a point;
Thence S 22°08'30" E a distance of 124.00 feet to a point;
Thence S 67°51'30" W a distance of 298.00 feet to a point;
Thence S 36°30'56" E a distance of 150.62 feet to a point;
Thence S 22°08'30" E a distance of 155.00 feet to a point;
Thence S 27°39'24" E a distance of 145.67 feet to a point:
If ��.!�1 o. �� Torrente Secco Subdivision No.2
Land Surveying and consulting Job NO.24-63
L-�" Page 1 of 3
Thence S 79°59'30" W a distance of 18.89 feet to a point;
Thence S 0°33'22" W a distance of 108.55 feet to a point;
Thence N 89°26'38" W a distance of 5.82 feet to a point:
Thence S 0°33'22" W a distance of 47.00 feet to a point;
Thence N 89°26'38" W a distance of 7.00 feet to a point;
Thence S 0°33'22" W a distance of 290.00 feet to a point;
Thence S 1°26'15" W a distance of 11.71 feet to a point;
Thence S 76°28'22" E a distance of 210.80 feet to a point;
Thence S 13°31'38" W a distance of 190.00 feet to a point;
Thence S 76°28'22" E a distance of 16.36 feet to a point;
Thence N 56°37'39" E a distance of 29.21 feet to a point;
Thence S 74°01'17" E a distance of 68.46 feet to a point;
Thence S 33°46'15" E a distance of 27.13 feet to a point;
Thence S 76°28'22" E a distance of 17.14 feet to a point;
Thence S 13°31'38" W a distance of 47.00 feet to a point;
Thence S 0°47'51" W a distance of 631.21 feet to a point;
Thence S 44°26'38" E a distance of 56.56 feet to a point;
Thence S 0°33'22" W a distance of 11.00 feet to a point on the north right-of-way line of
W. Floating Feather Road;
Thence along said north right-of-way line N 89°26'38" W a distance of 207.50 feet to a point;
Thence leaving said north right-of-way line N 0°33'22" E a distance of 50.00 feet to a point;
Thence N 45°33'22" E a distance of 21.21 feet to a point;
Thence N 0°33'22" E a distance of 110.00 feet to a point;
Thence S 89°26'38" E a distance of 40.00 feet to a point;
Thence N 0°47'34" E a distance of 47.00 feet to a point;
Thence N 45°16'41" E a distance of 28.15 feet to a point:
Ij andS U1 trtiori5 Torrence Secco Subdivision No.2
�.- Job No.24-63
Lod Surveying and Co multIng
Page 2 of 3
Thence N 0°33'22" E a distance of 446.20 feet to a point;
Thence N 37°57'30" W a distance of 24.91 feet to a point:
Thence N 76°28'22" W a distance of 110.05 feet to a point of curvature;
Thence a distance of 85.24 feet along the arc of a 376.50 foot radius curve left, said curve having
a central angle of 12°58'16" and a long chord bearing N 82°57'30' W a distance of 85.05 feet to
a point of tangency;
Thence N 89°26'38" W a distance of 88.79 feet to a point;
Thence S 45°33'22" W a distance of 28.28 feet to a point:
Thence N 89°26'38" W a distance of 47.00 feet to a point:
Thence N 44°26'38" W a distance of 28.28 feet to a point
Thence N 89°26'38" W a distance of 100.00 feet to a point;
Thence N 0°33'22" E a distance of 47.00 feet to a point;
Thence N 1°35'52" E a distance of 55.01 feet to a point;
Thence N 0°33'22" E a distance of 420.00 feet to a point;
Thence N 89°26'38" W a distance of 121.00 feet to a point;
Thence N 0°33'22" E a distance of 10.00 feet to a point;
Thence N 89°26'38" W a distance of 167.00 feet to a point;
Thence N 2°51'38" W a distance of 67.12 feet to a point:
Thence N 0°33'22" E a distance of 430.00 feet to a point:
Thence N 89°26'38" W a distance of 354.30 feet to a point on the westerly boundary of said E 'h
of Section 3;
Thence along said westerly boundary N 0°46'59" E a distance of 267.61 feet to the POINT OF
BEGINNING. oNPt_ LA Nos
This parcel contains 19.72 acres, more or less. � e G'p4
Clinton W. Hansen, PLS
Land Solutions, PC 0 wy(1 2Joy(-r"SP =
REVISED: September 26, 2025 i,�, TF of �o ��'
'0N w NPR
L h I O1 s.1 ti�r�� Torrente Secco Subdivision No.2
(, .- Lana Survc i and Co rEs. Job No.24-63
Page 3 of 3
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\__ ______---- A PARCEL OF LAND BEING A PORTION OF THE
P. /ECImITE SExo sALM90R No 1 �\ 2A2-� w' s E 1/2 OF SECTION 3, T4N, R1 W, BM, CITY OF
EN—� s, y ('LA' �'.A EAGLE, ADA COUNTY, IDAHO
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TEEBAGKLLNEP RMIT RAN SPECIFICALLY
APPROVED
VED 09000LEQ0IREG AND bUBDM610N REGULATIONS AT THE
'TS36 [5 q 7 JJ . ,R0. 5 G 0?ry h%�' ID \F. TIME OFISSUANGE OF THE BUILDING PERMIT OR AS SPECIFICALLY APPROVED ANDbR REQUIRED.
5 11 y 10 JMt 9 "A4 B 'ICI gr$$GAlA "4 3,- Cr 0,- ,„ 15 \� gg,\,,b$- 3.ALL DEVELOPMENT WITHIN THS SUBDIVISION SHALL BE CONSISTENT WITH THE CONDITIONS OF DEVELOPMENT WITHIN THE
6 '$, @ 4150 '�11 6 ".CI y3^�16"•\ �a$ ,,3 DEVELOPMENT AGREEMENT ASSOCIATED WITH RZ-10-07(INSTRUMENT NO.10 71 6174 4)AND ANY SUBSEQUENT MODIFICATIONS TO THE
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�y���r?i. 6 +, j L J_`-.C] C - ...9.,_,...-- 5` S yyT\� g,QA\S Y•`. V,r•6 4.LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY.
S gi ;- 1 04' x ll9_\J L. ' L1 N 61 P•r`y9. 14 ry,7a$• \ Is', 5.THIS DEVELOPMENT IS SUBJECT TO THE DECLARATION OF COVENANTS.CONDITIONS,RESTRICI1ONS.AND EASEMENTS(INSTRUMENT
WI q6 CIS-- g,W
S YI{ 12 �p Cl;,. L2 V_�3, ,_C -'1 yQ\y %y,y_,.I 5 S�•`N0.�• NO. ).THE HOMEOWNERS ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF EAGLE.
u = 4NR •r '" �' 4,m $ (T113 5a\ 4a "�.'r,\\, 5S61 �� '*- 6.DIRECT
IEC LOT
ACCISTRIcT ESS THE CITY FLOATING FEATHER ROAD OR N.N06COW WAY IS PROHIBITED UNLESS APPROVED BY THE ADA COUNTY
1 L 21Y //' 11 U I ... - '\19. 7.THIS DEVELOPMENT RECOGNIZES 22-ISO]OF THE IDAHDCODE.RIGHT TO FARM ACT,WHICH STATES'TO AGRICULTURAL OPERATION.
19B9Rfi'36'E—y CIT 7a I L, I MS-'; W 1211T 1'T 235 117 gL, 12400'_ I AT+'I '4, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE.PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS
R .'p+.:. R .- J 1
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S z,u n A-.a1.r s2A64 -' I." ^SBBZ6'36'E, '\-pJ \.&. THE ECTION ATION,FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED.THE PROVISIONS OF THIS
g00 g90 LI,_Ilfl]0_j.L211U3�L_t1400' -/�•r_121A6' ramI S 12 $ R SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGWENT OPERATION OF AN AGRICULTURAL
\ErsAS . I 01 AXON \/ OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF,'
V. rN89'2635 W <354.30' sas,26'31rE•7 r J24,00 12'J
$ 6 i'8 , _ d, 6.ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,IRRIGATION AND LOT DRAINAGE
AOn 1/ I\I �•, ID%a ig -.y 58C26';ET-, OVER THE 16(SIXTEEN)FEET ADJACENT TO ANY PUBLC STREET.THE ING AR OTSHALL NOT PRECLUDE THECANSTRIKTION OF
e6awwN! DIY '$I 11 'Q JI HAROSURFACE DRIVEWAYS,WALKWAYS,LANDSCAPE,PARKING.FENCING OR OTHER SUCH NONPERMANENT STRUCTURES.
S-GXA6E ma I 1�Q , 121,913.'i- N UIHATIE0
i S-- r 5�167B-E�. $ B.UNLESS RIG OTHERWISEN. SHOWN AND dGE OVER THE
ALL LOTS ARE HEREBYDJ T To ANY N HA D A PERMANENT EASEMENT FOR PUBLIC
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,._?!_00'_./J^ UTILITIES,IRRIGATION,AND LOT DRAINAGE OVER THE 5(FIE)FEET ADJACENT TO ANY INTERIOR SIDE LOT USE,AND OVER THE 12
xwoYWW271)�- rs ' i750121'39 41 N9 (TWELVE)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY.
12100'
c,(2< 10 9.1 ,$ 40 ^� C. 10.L0T64 AND I OF BLOCK 10,LOT I0F BL0CK12.L0T 1 OF BL0CK 14 AND PORTIONS
wI „I OF L0T 140E BLOCK T,L0T 80F BL0CK 12 AND L0T I OF BLOCK I AS SH0WN HEREON
3 AC 2msaisr 5 UNPUTTFD 41J�0,r �_.6�1§'_E_ •2p x $- J ARE SYSTEM.
TO AND CONTAIN THE ADA COUNTY BY T AY DISTRICT STORM WATER
��•„,- 2410-E-;r ,-r 92I,I DRAINAGE SYSTEM.THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED MASTER
n I $. rvl zl _ .f� wm 0 � 5 PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015
w 2"I$R 123 I I Si 581' 08E $ ,"'„ r�N $ oF ADA COUNTY,AND
_ IANCORPORATENTDNO.
REIN BY THIS R15-103256.EFERENCE AFICIAL s IF FORTH INFULL(THE WASTER
■■ �._1N.Otl_L'i �,a-xn,rB \�. VI LJ9 4 I ;-g EASEMENT}.THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE
m I b ri.5BOZ8;lB'F hI :L..J?1_Do._.-J �W I ti I,HP 3 ' �L 5. DEDICATED TO THE ADA COUNTY HGMNAY DISTRICT PURSUANT TO SECTION 40-2302
2 18 , r 5R16';9'E--, Y IDAHO CODE.THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF
I , - r'' 2 _ /45$ THE STORM WATER DRAINAGE SYSTEM.
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$ I L._7?500_.t i F I w rt..J21_00'__J r P r 1 L 5'-! �V CI S°^ COMPANY SERVICE AREA(2 SURE I610).IRRIGATION WATER HAS BEEN PROVIDED To
CD EU 5- P• 4 12 3 25'H.t < \ EACH LOT HROUGHAPRESSURE IRRIGA ON DE VERY SYSTEM WHICH HAS BEEN
C%/ Ir �� ��let l jI.$♦ 17 M p - N � APPROVEDPUftbUANT TO SECTION 31J605(q,IOAHO CODE.LOTS WITHIN THE
8 $1 m I. x$i Mmn$i i
$ 1 o - 6 $8� n � F rUi' rvrS 6118DIDUALL LOTS
REMAEDT0IEC0T ASSESSMENTS
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--10100'---f !��„--109.00----SOD'----30V----f300---JSBY I ; n ASSOCATION.ALL UNPAIDIRHFATIONENTItt ASSESSMENTS AREAUENON THE
7 SB926'JBE^ ^ W.YUTA ST. ry I I_'56926•g_'E_ L79 �I LAND.THE PRESSURIZED IRRIGATION SYSTEM SHALL BE OWNED AND MAINTAINED BY
r°3�, - K10„- ---' r�' I THE TORRENTS SECCO SUBDMSIONHOMEOWNERS ASSOCIATION.OR ITS ASSIGNS.
u N O1 t T0 +� . i925.28�ON,�1-00�B'i 2 151.50 cue 7 J
,� 12.THIS SUBDMSION IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY
P12Uty 31�s[.Inrc ro T3i-----r.. ----i-ate 1 rLy [ARC S,R MwCT EwaMxF l i DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO.
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I Et001113 N8926.MNI 167.Od-. N8926.38W L--f1c0--! r$! �I170' 8ILI ,$ } I 41 2025U66611,RECORDS OF ADA LOUNTY,IDAHO.
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°�, C..Ian 000._--_I NI �•I BLOCK ID,LOTS 3 AND 11.BLOCK 11;LOTS 1 AND 6,BLOCK 12.LOT 1,BLOCK 13;LOT I.
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18 6 $ 81m 8,A9, - c INPLATIm R N LOTS ARE SUBJECT TO A BLANKET PUBLC UTIUTY,DRAINAGE,AND IRRIGATION
fl3M,I o 10 I 121.16' +j; '41I EASEMENT.DRIVEWAYS ARE PROHIBITED ACROSS ALL COMMON LOTS.
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GENBM.E 501--MMna;E 1' .1.gi- Syr $ I`
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2 E i I ._..J L81 a RRR _PL41C DRAINAGE
E EASBE BMWRCR _II9.00_IJ: r589]6'.19T:_ 5
- - - - - _ A LOT ORAWACE[A4IETIT LINE- ^ ' $ 4 �282=E � LI 3
SEE NOTES 8 a 9 z R `' l; .,I ]4B6 mR A xi✓a, 210.g(I• W.DONATELLA ST'5 • , n SEE SHALT 2 FOR LINE AND CURVE TABLES
ADA 4241 Hl21WAY D61NCi PERMANDi L A„3,a _1 ' i I 11954O9'_.._1 .!f u \Lnl SURVEYOR'S NARRATIVE oN EASEMENT-WS1R N0.ZNS-W3150 I� M SOT_ J\ pL LAND
L_LIEC.__. f l 'r 9B9R6E 7 l i- 7 M i48]� _ E.
O11IX EA59I91i Ls(A9 NOIm +r- :H'1. gI >an51 8!. 118 A' �- m I E. THE BOUNDARY FOR THIS SUMMON WAS DEVELOPED FROY r 4.
11 LOT MNHR 8 x'2 8 L-IBLDD'_..)II ' 19,1]l,l I 1 1$k p go ^Y 8' = N W.RES TO CONTR.,.SECTION CORNER NONUIOILATICN, `< -
® Fou6 ALUMNUS CAP As Norm - ,•�Sp4 y E--•1 e. i µ, 1 „ i/ g 1 �p •� W S 1 I ;q 111E Purnn sm0sa0 BC0NDASEs of TORRENTS sECCRN-V 1 p
ki SUBDIVISION NO.I,WFORMARON TRW RECORD OF SIR.EY • 11
O u L..11gy0 _1 12 .•I ; m = 0 2MXI UMBERS 0191 ION 1206.n14 11265 1112]11625,.M0
S N-I 5,BRA59[AP AS NOTEIRLS .�- S99 13B E 4'c I $� 4 8 z I' I/• 5g Q cA i= 3.3 R, CURRENT DEEDS OF RECORD.THE SIRIYED M U.AID 6M5 AND C1'qf A0;5
• SET 5/8-,21'MBAR LAPIS 11118 PLASTIC CO n 5. - 116.00' '� �� IU n, I C0I1ROWxG BOIYUARFS Rl ME RECORDS WELL AND TOE i F OF I 5
SET 1/2-r24"MBAR.(PCs 11116 PLASTIC LAP �" 1 6113 ]3 L�926'atlJ Ala' !ii ! N 'z' ACCEPTED.ESTABU1 11E BOUNDARY FCR MS S BOIM50N NT p/4
• • War_n �vP;a-_L]8-16.15>• L 0_J L !ti 13 - A !� SHOW IEREa. aM w.Y`
O FOAM 5/8-REBAR,FLS 1116 DI AS NAIAD 2'98926'38'E 171 S8926'384 13229'C38 _-8'84'.J r(41 I E 5 L]5-y H n T)
FOUND 1 MBAR,Rs 11118 47.R• -4_S ..t �-_ Cif'' 9 t.4 i 3
/ED aso +� W.FLATHEAD LV(E DR. ci9�+„s 2e' IA t.. z
a CALCULATED PONT.xoTHlxc SET No-33.22•E .' ut _ a N8.926'38w za7.50• `ENGINEERING olutIOn;
N8loom.•W, 161 Lae N888.798•W___.C28_ N uvlp� 9.FLOATING
SING LO a
e'�r Jti w.RDATND FLOWER a0. SOLUTIONGLLP
10D.00' 8879' s'�_-N762 -Lone!Vta'",!9�NVitaultng
D 1/42o1s-a19aT L53 TiQB < W.FLOATING FEATHER RD. .NOB 1 F 4 I>oAl ve-ww°'izm:tr°:ss,rm
' �' G, � SHEET 1 OF 4 YQdD1AN•10.4110
O R1REN TTE� smoco sj EEtIrVIr N O Z BOOK_,PAGE
19E TABLE LAE LABIA CAW TABLE CURVE TABLE CURVE TAME
Let LENGTH KARNG Lilt IE2061 9EN6NG CURVE IFNGIN RADIUS DELTA B46410 C193 1110E IDIOM RADIUS CCTA BEATING CHRD CURE IENCIx RADIUS DELTA BEARNG CNORD
LI 1939' 567513019 L42 27.15 43746315E CI 264.75 1506.05 1011421' 27253401 264.41• C12 8250' 148150 321'19' 21117213E 8249' 023 I2.37 30.00' 217527 51116232I 11.15
L2 1580' 5795910V L. 17.14' 57628223E C2 22154' 1506.00' 83016' 282103593E 22133 413 81.35 148250 313535 67713 01 81.34' C24 3175' 3005 642723 5341225111 3200'
13 7.00• 889163821 L44 47.00' 91331162/ 23 8615 53.50 853745' 64719514•6 728W C14 79.01' 148255 353'13 68049315E ROB C25 18152 152450' 63730' 14921.9'521 18141•
L4 1000 80131TE L45 56.56' 544163383E C4 43.52' 57605 42229' 5.70923111 4151' C15 71.07 148150 444.42' 2834317E 71.02 C26 7.51' 76.50 53730' 1191521111 7.51'
L5 4355 2013223E L46 11.00' 9113228 C5 2204' 100.00 123737° 85'45'2411 0.99' CI6 1671• 148250' 074323' 08527151 1071• C27 015' 7650 79091' 112561821 9.34'
L6 4127 2453700E 1.47 21.21' 04513.22E 1E 27.21' 12150 123131' 1.515212/ 27.16' CI7 1185' 20.00' 374112' 57120.27E 1158' COB 6424' 376.50' 125916. 1182573011 6105
L7 2628' 66708104 L48 1005 98926183 C7 108.20' 1529.50 45711' 47416.291 104110 08 44.67 5500' 462552' 147744178 4141' 629 0036' 400.00 125616' 98251341
LB 4605 56751'3319 L. 47.00 14041346 C8 64.05 1529.55 223.551' 27192357E 6193 09 35.86' 5500' 372119 660'253730 35.27 C30 11.21' 42150 13121' 4881127W 11.21'
L9 2150 96151/01V L50 28.15 445165112 46 5118 1529.50 15537 46831163 5118 C20 66.02' 5505 681535 6716'421V 62.15 C31 76.50 42150' 102190• 118245079 7643
1.10 2150' 56251.302s 451 2491' E375730211 CIO 5275 116250 29225' 26852342E 5276' L21 521' 5560' 52540' 02819'231 521' C32 8.16' 42150 19519' 477012930 616'
L11 3000 967513018 152 2628' 54513.2230 C11 79.26' 148250' 30317 21325348E 79.25' 022 11.55 2000 130535 61533269 11.39' 433 4387 570.00 424'37 5215.46R 4186'
L12 21.21• 52251/018 153 47.00' 06916'38W
L13 2028' 82251.30'E L54 28.28' 114426108
L14 2528' 967053035 L55 2150' 140132235
415 2150' 82218'30V 156 2155 80132235
L16 2150' 142298101/ 137 2525 24533321E
L17 2555 63218'1230 158 566' 51426383E
LIB 2050 0562611330 L59 2267 .76191
L19 2061 21224'09111 L60 4150 28333223E
L20 2667 512114.09E L61 2150 58916338E
L21 54.99' N7755'S8R 462 2150 58926'351
L22 2150' 58926.383E L63 34.23' 57749317E
123 2150 58918338E 184 34.21 5711321E
124 2154' 2251.38'W L65 6645 57614(235
L25 2151' 9251.3BR 29 2150 61311.38E
016 20.04' 1251'3811 L67 2150 2153138E
127 28.25 114426181 L68 274' 5782822E
L26 2528' 8453322/ 169 31.30 25207303E
L29 28.28 51426338E LR 5190' 68915382/
130 2628 54537279 LT 23.50' 204734E
131 2150 58926753E L72 2150 604731E
L32 23.50' 58926336E L73 2626 6442535111
13 28.28' 144415316 L74 56.51 2451327E
134 2163 5451322114 L75 35.05 580263.1E
115 066 945 3'211V L76 56.57 544163383E
LY 2150 203377E 177 24.50' 28916.38'8
137 2155 20133223E L78 9878 58 26381
138 17.57 62239'2435 LR 5.82' 28926188
139 16.36' 57628.22E 1.80 47.00' 50132211/
L10 23.21' 25631397 181 11.71' 5126258
L41 6546' 5741617E
�QF, Tf
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ENGINEERING,
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SOLUTIONS C ^711 4xeneo11*9
JTB 20.2F-6] SOLUTIONS,, N Iml>w>ss1a
SHEET 2 OF 4 HERIDRN.lauw '"`
Exhibit "C"
Legal Description
City of Eagle Pathway Easements
Torrento Secco Subdivision No. 2
Easements being over a portion of the of the SE1/4 of Section 3, Township 4 North, Range 1 West,
Boise Meridian, City of Eagle, Ada County, Idaho, and more particularly described as follows:
EASEMENT A
Commencing at an Aluminum Cap monument marking the northwest corner of said SE1/4 of said
Section 3, from which a Brass Cap monument marking the northeast corner of the SE1/4 of said
Section 3 bears S 89°26'48" E a distance of 2614.44 feet;
Thence S 36°14'03" E a distance of 589.51 feet to the POINT OF BEGINNING;
Thence S 89°26'38" E a distance of 116.00 feet;
Thence S 0°33'22" W a distance of 16.00 feet;
Thence N 89°26'38" W a distance of 116.00 feet;
Thence N 0°33'22" E a distance of 16.00 feet to the POINT OF BEGINNING.
This easement contains 1856 square feet and is subject to any other easements existing or in use.
EASEMENT B
Commencing at an Aluminum Cap monument marking the northwest corner of said SE1/4 of said
Section 3, from which a Brass Cap monument marking the northeast corner of the SE1/4 of said
Section 3 bears S 89°26'48" E a distance of 2614.44 feet;
Thence S 77°16'23" E a distance of 684.97 feet to the POINT OF BEGINNING;
Thence N 70°42'13" E a distance of 16.02 feet;
Thence S 22°08'30" E a distance of 103.59 feet to the beginning of a tangential curve;
Thence a distance of 23.71 feet along the arc of a 96.00 foot radius curve left, said curve having a
central angle of 14°09'03" and a chord bearing S 29°13'02" E a distance of 23.65 feet to a point of
tangency;
Thence S 36°17'33" E a distance of 124.61 feet to the beginning of a tangential curve;
Thence a distance of 25.69 feet along the arc of a 104.00 foot radius curve right, said curve having a
central angle of 14°09'03" and a chord bearing S 29°13'02" E a distance of 25.62 feet to a point of
tangency;
Thence S 22°08'30" E a distance of 120.50 feet to the beginning of a tangential curve;
.a'ri ri�a�1 u�1 C)TiS City of Eagle Pathway Easements
L--
Land Surveying and Consulting Torrente Secco Subdivision No.2 Job No 24-63
Page 1 of 3
Thence a distance of 9.07 feet along the arc of a 6.00 foot radius curve left, said curve having a central
angle of 86°39'32" and a chord bearing S 65°28'16" E a distance of 8.23 feet to a point of tangency;
Thence N 71°11'57" E a distance of 10.37 feet to a point;
Thence S 22°08'30" E a distance of 16.03 feet to a point;
Thence S 71°11'57" W a distance of 8.08 feet to the beginning of a tangential curve;
Thence a distance of 10.69 feet along the arc of a 6.00 foot radius curve left, said curve having a
central angle of 102°03'44" and a chord bearing S 20°10'06" W a distance of 9.33 feet to a point of
tangency;
Thence S 30°51'46" E a distance of 140.67 feet to a point;
Thence S 79°59'30' W a distance of 11.71 feet to a point:
Thence S 0°33'22" W a distance of 9.71 feet to a point;
Thence N 30°51'46" W a distance of 152.67 feet to the beginning of a tangential curve;
Thence a distance of 6.13 feet along the arc of a 6.00 foot radius curve left. said curve having a central
angle of 58°34'52" and a chord bearing N 60°09'12"W a distance of 5.87 feet to a point of tangency:
Thence N 89°26'38"W a distance of 328.11 feet to a point;
Thence N 0°33'22" E a distance of 16.00 feet to a point;
Thence S 89°26'38" E a distance of 315.63 feet to the beginning of a tangential curve;
Thence a distance of 11.80 feet along the arc of a 6.00 foot radius curve left, said curve having a
central angle of 112°41'52" and a chord bearing N 34°12'26" E a distance of 9.99 feet to a point of
tangency;
Thence N 22°08'30" W a distance of 114.45 feet to the beginning of a tangential curve:
Thence a distance of 21.73 feet along the arc of a 88.00 foot radius curve left, said curve having a
central angle of 14°09'03" and a chord bearing N 29°13'02" W a distance of 21.68 feet to a point of
tangency;
Thence N 36°17'33" W a distance of 124.61 feet to the beginning of a tangential curve:
Thence a distance of 27.66 feet along the arc of a 112.00 foot radius curve right, said curve having a
central angle of 14°09'03" and a chord bearing N 29°13'02" w a distance of 27.59 feet to a point of
tangency;
Thence N 22°08'30" W a distance of 104.38 feet to the POINT OF BEGINNING.
This easement contains 14633 square feet and is subject to any other easements existing or in use.
La'n i 1u�1 fJ17� City of Eagle Pathway Easements
Torrence Secco Subdivision No.2
(�,..�•'Land Surveying and Consulting
Job No.24-63
Page 2 of 3
EASEMENT C
Commencing at an Aluminum Cap monument marking the northwest corner of said SE1/4 of said
Section 3, from which a Brass Cap monument marking the northeast corner of the SE1/4 of said
Section 3 bears S 89°26'48" E a distance of 2614.44 feet;
Thence S 86°02'37" E a distance of 895.44 feet to the POINT OF BEGINNING;
Thence N 67°51'30" E a distance of 16.00 feet;
Thence S 22°08'30" E a distance of 116.00 feet;
Thence S 67°51'30"W a distance of 16.00 feet;
Thence N 22°08'30"W a distance of 116.00 feet to the POINT OF BEGINNING.
This easement contains 1856 square feet and is subject to any other easements existing or in use.
Clinton W. Hansen, PLS
Land Solutions, PC \ONPL LAND
October 15, 2025 ��� T E. 1.0
F� ,p4
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cT 11118
101151z5,z9z
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,�.�nC D �015 City of Eagle Pathway Easements
Land Surveying and Consulting Torrente Secco Subdivision No.3
Job No.24-63
Page 3 of 3
Exhibit "D"
CITY OF EAGLE PATHWAY EASEMENTS
CP&F INST. NO. TORRENTE SECCO SUBDIVISION NO. 2
8761863 LOCATED IN THE SE1/4 OF SECTION 3, T4N, R1W, B.M.. CITY OF EAGLE.
ADA COUNTY. IDAHO
w y
rn ro r
T I
N POINT OF W gEt 101R OR. s
CP&F INST. NO. •f.
S COMMENCEMENT
03
2024-042304 S89'26'48"E 2614.44' .1 ''`
C1/4 — — — — — — _____Ji\f„S,
• j S86'02'37"E 895.44'
•
\. , • \1 CP&F INST. NO.
•• S777623 .684 �r-'`' 1r: 104143994
-r a\\T'•a E1/4
I 97 POINT OF o\\%.0-
BEGINNING ''w\\o,
z •• f / \a GEASEMENT C \�
—' �� POINT OF a\\off
••o� W. CRlS O - DR. BEGINNING a\\c�. ss751'3o"w
J I F EASEMENT B o\\ 16.00' EASEMENT C
a �' \��� AREA=1856 S.F.
ai1€, V< ,p ,
y •os• < ti\\\>>6i•
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1 EASEMENT A Z 0 \\F
AREA=1856 S.F. o na
ii (\ 1r
CO z 1 z ?, \ \1'-)`-o
CO 116.00' o x\ \s�
I POINT OF S89'26'38"E J\ \o.o,L3
`t' BEGINNING o, \ \� s22'o&'3o"E
EASEMENT A -]J S89'26'38"E 315.63' c`�� 3 f 16.03'
ca N89'26'38"W C L4
r 116.00' N89'26'38"W 328.11' C" ('
z I \ '�(f.
EASEMENT B �,o�\ s�°�
AREA=14633 S.F. 1sIiii ?��\,
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www.landsolun0ns.b 2 30B NO.24-63
CITY OF EAGLE PATHWAY EASEMENTS -
TORRENTE SECCO SUBDIVISION NO. 2
LOCATED IN THE SE1/4 OF SECTION 3, T4N, R1W, B.M., CITY OF EAGLE,
ADA COUNTY, IDAHO
LINE TABLE CURVE TABLE
LINE LENGTH BEARING CURVE LENGTH RADIUS DELTA BEARING CHORD
L1 16.00' N67'51'30"E C1 23.71' 96.00' 14'09'03" S2913'02"E 23.65'
L2 16.02' N70'42'13"E C2 25.69' 104.00' 14'09'03" S2913'02"E 25.62'
L3 10.37' N7111'57"E C3 9.07' 6.00' 86'39'32" S65'28'16"E 8.23'
L4 8.08' S7111'57"W C4 10.69' 6.00' 102'03'44" S2010'06"W 9.33'
L5 11.71' S79'59'30"W C5 6.13' 6.00' 58'34'52" N60'09'12"W 5.87'
L6 9.71' S0'33'22"W C6 11.80' 6.00' 112'41'52" N3412'26"E 9.99'
L7 16.00' NO'33'22"E C7 21.73' 88.00' 14'09'03" N29'13'02"W 21.68'
L8 16.00' S0'33'22"W C8 27.66' 112.00' 14'09'03" N2913'02"W 27.59'
L9 16.00' NO'33'221
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