HomeMy WebLinkAboutSpurwing Patio Homes VAR Appr x,
r
s
("'ITY OF
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY of MERIDIAN
To insure that your comments and recommendations will be considered by
it the Meridian City Council please submit your
MAYOR Tammy ee
comments and recommendations to Meridian City Hall
COUNCILCITY
Keith Bird
Joseph W. Borton
Charles M. Rountree
Sawn Wardle
CITY DEPARTMENTS
City Attorney/HR
703 Main Street
898-5506 (City Attorney)
898-5503 (HR)
Fax 884-8723
Fire
540 E. Franklin Road
888-1-234 95-0390
Parks & Recreation
11 W. Bower Street
888-3579 fax 898-5501
Planning
660 E. steno a Lane
Suite 202
884-5533 fax 888-6854
Police
401 E. Watertower Lane
888-6678 fax 846-7366
Public Works
660 E. Watertower Lane
Suite 200
898-55W fax 898-9551
Building
660 E. Watertower bane
Suite 1 50
887-2211 fax 887-1297
Wastewater
3401 N. Ten Mile Road
888-2 fax 884-0744
Water
2235 � . 8th Street
888-5242 fax 884-1159
Attn: Will Berg, City Clerk, by: December 5, 2006
Transmittal Date: November 20, 2006 File No.: VAR 06-020
Hearing Date: December 12, 2006
Request: Public Hearing - Variance to exceed the maximum block
length allowed under UDC 11 -2D -3C for Spurwing Patio Homes
Subdivision
By: Spurwing Limited Partnership
Location of Property or Project: NEC of N. Ten Mile Road and
W. Chinden Boulevard and west of N. Spurwing Way
David Zaremba (no FP)
Meridian School District (No FP)
David Moe (no FP)
Meridian Post Cffice(FP/PP only)
Wendy Newton-Huckabay (No FP)
Ada County Highway District
Michael Rohm (No FP)
Ada County Development Services
Keith Borup (No FP)
Central District Health
Tammy de Weerd, Mayor
Nampa Meridian Irrig. District
Charlie Rountree, CIC
Settlers Irrig. District
Joe Borton, CIC
Idaho Power Co. (FP,PP,CUP)
Keith Bird, C/C x
west (FPIPP only)
Shaun Wardle, CIC
Intermountain Gas (FP/PP only)
Water Department
Bureau of Reclamation (FP/PP only)
Sewer Department
Idaho Transportation Dept. (No FP)
Sanitary Services(No VAR, VAC, FP)
Ada County Ass. Land Records
Building Department / Rich Greene
Meridian Development Corp.
Fire Department
Historical Preservation Comm.
Police Department
City Attorney
City Engineer
City Planner
Parks Department
Economic Dev. /Cheryl Brown (CUP only)
Your Concise Remarks:
CITY HALL 33 EAST 1DAHo AVENUE MERIDIAN, IDAHN 83642 (208) 888-4433
CITY CLERKQFAX888-4218 FINANCE& UTILITY BI C I 887-4813 MAY0R'SOFFICJfiFAX88A6119
Y ted gar � recycled paper
ti.
I
Uile No.: AZ -06-043
Pill q1l!1111
M ke q u e s t.- Annexation and zoning of 20.51 acres from R -R (Ada County) to R-8 zone, by
Spurwing Limited Partnership.
Location: N. of Chinden Blvd., W. of N. Spurwing Way, in the SW 14 of Section 23, TAM,
File No.: PP -06-045
Request: Request for preliminary plat approval of 73 residential building lots consisting of
46 attached single-family units and 27 detached single-family units and 6
common/other lots on 20.51 acres in R-8 zone by Spurwing Limited
Partnership.
File No.: VAR -06-020
Request: Request for a variance to exceed the maximum block length allowed under UDC
11-2D-Xby Spurwing Limited Partnership.
�'w
NA
! 4dL
ir 1 •1 �Ly} * ��'ifiy jam+ Fir i� �; I� -
po 1 F
.
44
PIT
�u
Iq,Nlid
owl F
*4 will
�r-Mir ' - irt
;.Nip
,RVJlr
04
AL
—Apt 7
i
Project De,cription
Project/subdiuisian. name: Svurwing Patio Homes Subdivision
General description of proposed project/request: Request for annexation and zoning to R•- '
i with a relvmun lat
for 46 attached single-family residential unit& 27 detached sW&Ie-family residential'
unitS and Six common lots on
20.511 acres
Proposed zoning district(s): R-8
Acres of each zone proposed: 20.511
Type of use proposed (check all that apply):
0 Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other
Amenities provided with this development (if applicable): Ponds with connecting
stream channels.
Who will own & maintain the pressurized Ungation system in this development? -This s atlo home vhase will
connect to the existing pressure irri ation system owned by Spurwing Homeowners' Association
Which irrigation district does this property lie within? Settlers' Irrigation District
Residentiel Project Summary (if applicable)
Number of residential units: 73 Number of buildinglots:
73
Number of common and/or other lots: 6
Proposed number of dwelling units. (for multi -family developments only):
1 Bedroom: 2 or more Bedrooms: 73
Minimum square footage of structure(s) (excl. garage): 1.400 Proposed p sed building height..
Max. 40
Minimum property size (s.t): 4.595 x Avera '
ge property size (s.f.): 9 467.7
Gross density Macre-tolM land): 3.56 Net densityU re-exc�
� �c ud.ing rAds & ntley4 4.45
Percentage of open space provided: 18 Acreage of open space: p p 3.692 acres
Percentage of useable open space: 18% (See Chapter 3 Article '
p le G, for qualified open space)
TYPe of open space provided in acres (i.e., landscaping, public, common etc): 1.8-
} ) acre o n s ace .43 acre
common area 0.922 -acre eon_ on area- Frith ds and connectin stream channe
Type of dwelling(s) proposed: 0 Single-family Q Townhomes ❑ Duplexes ❑ Multr-family
Non -presidential Project Summary (if appliabie)
Number of building lots:
Other lots:
Gross floor area proposed:
Hours of o
operation ( y d hours):
(days an
Existingapplicable):
(if a pp :
)
Percentage of site/project devoted to the folio '
meg.
.
Buildingheight:
Landscaping: BuildiW:
- _., ._ Pavm'g.Tvta1 number of employees: Maximum
numiker of employees at any one time:
Number and ages of students/children (if applicable):
Total number of parking spaces provided:
p p
Seating capacity:
Number of compact spaces provided:
Authorization
Print applicant tee: Bec1w &e resentative
Applicant signature:
Date:
660 E. WatertowWTane, Suite 202 ■ Meridian, Idaho 83542
Phone: (248) 884-5533 • Facsimile: (208) 888-6678 • Website: www.meridianci .or
tY �
2
SPurwing Patio Homes Subdivision
Proi ect Narrative
Spurwing Limited Partnership hereby lies for annexation and .
• Y apP zoning of 20.51 sores to R-8 with
a pre ' p14 for 73 single-family attached and detached residential #gal lots. Forty-six (46) lots
will be for attached patio homes; the remaining27 lots will be de _ •
. tacked single-family residential
lots.. The gros density of the pEoJect is 3.56 dwelling units r a .
. g per acre, with a net density of 4.4 �
dwelling units per acre. The landsca common area totals 3.5 •
. � 91 acres, 18 percent of the project
site. Fonds and connectingstream c p J
hannels are incorporated throughout the project.
p J
The Meridian Comprehensive Plan designates thee site as Medium Density Residential.
An application for a variance to exceed the block length is also •
. gt included as part of flus project.
Due to existing residential properties and the golf course which " .
. g is already developed, �t �s not
possible to provide stub streets to adjacent development. The variance
. . p ar�ce would not grant a right of
special privilege that is not otherwise allowed in the district_ Granting of the variance would
relieve a hardship because of the characteristics of the site and would not be detrimental to the
public health, safety and welfare.
The property carbe adequately served by essential public facilities and services. Sewer profiles
have not been submitted., as. the wirer is currently being designed. •
. .. Y g gned. and constructed for the Irvine
Subdivision south of this project. Road im Tovements will bei in accordance wi
th Ada
County Highway District and Idaho Trans rtation Departmentpo, standards, and impact fees will
be paid to Ada County Highway District with each building lot. The road shown in the
southwest portion of the project aligns with Ten Mile Road and is shown as emergency access.
only. The alignment with Ten Mile Road does not allow for- .
a full public street at this time.
We are pleased to submit this application and look forward to•
making our presentation and
answering any questions you may have.. ThankY ou;
ri.=.-P--� } - --
•:
f _
+ � 7
1844001363
-a Fla.f� �• y►wf� �■ rii
f A
• M1 F� r'Os • -`rte
.4 ! f
1
6 pf) It L! et
FOR VALUE RECEIVIED, Acne Hewitt the
mow -pSelf and convey ung Pale Ian I. ited t;oan ,the w �..�
is M o nth Street; .Stlite 205, .Bowe, fdaho a� Qf�'.rldZlr'S II - .. ,. F
in w w Wd
interest+hG real prQ}�ert�r in Ada County, State of Idaho, and more '
de�prl`bed x�t �u �t � p�arYy r
► " att�rchW hcweto and orpo�rated herein refers t
• n together with
their appurt�nalnce�s.
1
DATED
1 oay of L-1
1
r
k
■
�I
STATE OF ]IDAHO �
s�.
COUNTY of ADA _.
On the day of 1995 before
No ` ' - � tom, fire naade�tgrted, a
y Public m and for said Stats,persona
dcleY � a eared
�� ��I'�"T, mown or
nt�ed to to be the person, whose; name is suh ,lwd in the forego* .
ac3�aowled to me " • e�o�g �tn�nent: and
g that she F- 6d the game,.
. F, I have unto set m hand and affixed
day, . Y �y official �aI the
. , y in this clertifieate fiSt above written.
J06 .0
r
� r
-• No b�iic1.4Tcbho
LMOW
..
* y
mmo
Fzp1rgs:Leo&I 1
1
I
s
V
ve r
=!
I
.vq-�
1.1
� FOR
pURIVING GOLF COURSE PROPERTY
PARCEL ICLot 2s. BI 1]
A pamel of lana b► n$ a portion of" SW 114 Md the
` T I14 of Sion 23�, 7'.4N., R.lw.,
B.M. Ada County, Idaho and more particularly dessn1ed as foiiDws:
CornmeRcing of a brass cap IMMng the Southwest eo�rmr of the mid S .
w cCttdu 23, thence
along the westerty boundary of tint said SW 114 of Semon, 2.3
North OWW40" East 324.83 feet to din old int being the
p � pd g ��.L POINT [�F
3
GINNING; thapce continuing
Noah 00020'40" East 1575.37 feet to a pint; Odwe !
South 89°39120" East 130.00 !fit to a pt�t; �e
North W2&44" Fast 100.00 feet to a paint;
North 85 3920" west 130.00 feet to a paint; thence
Narth �tY40*est 634.56 to is point marking thw west 1/4 comer of the said Seotran
23; thence alcwg tho Westerly boundary of the said NW 114 .
North M9'10" East X9.76 feet to an pidnt� thence leave the jai
,� i d Wdstbdy boundary
South 89830 50 East 30.00 fact to an pnrnt; thcgce ..
South 0(r2VIO" west 269.72 feet to a pojnt; theliCG
South 00120'40" Wast 240:05 feet to a point; thence
South 55024'15" East 230.50 f et to a point thence
South 61 15 01 Fast 166.51 f t to a int; thbwe
South 6V40S8'' � 164.12 feet lo a pdxat; thenca
Smith 7x007" East 165.12 fftt to ia pith; thence
South 24011 '�" � 167 26 f 'EXHIBI
ect to a paint; thence - 1
Forth 59"5537' East 146.00 Beet to a poiqt; thmec
South 8 INW05" East 107.13 flet to it Wulpe thence
South 68*3220" roast 110008 feet to a p6lnt; thence
South 55¢13'5€1" Fast I Jo.08 reqto a paint; thence
South 4 I p55PIo" Fast 110.o8 fee, to .j, Wit; thamcd t
Booth 28°36'50" East 110.08 &et to � past; ti�nce
� r
Q M
South 15 1820 East 110.09 fret to a mt; the
D } Y - - _ _ _ _ F.
i�
F
age 2
S
r 1
14 1
Y"4
F
i
I w
IN
Ik�
South 05033115" Fast 336.96 ftt to a point marltir�g a point of bye ronin of curve- thence
alongcel � � '
� curve so the left 239.08 feet, Vol Burr lwv & central angle of 36°31'45' . a radius of
375.00 feet and a long chard
South 3"8128" West 235.05 fest is a point OmWng the paint of endin of thence
Worth 35°4�4 '� g � ice
3 Fest 122.77 fett 10 a pemt; thence
North 46,01413r Wtst 334.17 ft to a poimt; thence
Worth 56051*30" Wwt 495.23 feet go a pint; thence
Forth 80a5813M west 220.I0 fbt to a poirit; thencd
nth 03900'40" 291.05 feat to a point mann the pint ofWinningo P f curve, therce-
along a cures to tie let 40.14 feet, and curve and havz
fe�g �a viral an la of 46°��" of at L , a radius 5 agD
along chard nog
South 3 1*1649" West 39.07 feet to a point m ng Ia point of ending of �,
them
Forth 8 1043'1 I west 68.89 felt to a rolnts thonce
South 00048280 west 305.94 feet to a pmt; them
14 Sauth 19045145" East 174-02 fett to 'k point; a
pa South 20°3712" West 531.07 fit to a paint; thence
South 00*4 8` west 164.90 Feat to Spoint; thftce
South ?5°5924" West 156.18 fhex to a point Of curr�; thrnca alae a curve o ' ��
fee - " - � � t the 1=ghf 3.43
t, spud cu fvc Wi09 a centnftn a of!04"2I 1S , a rOnas of20.00 feet and a to chord
� anng
North 51*49`08"
we3t 31.50 feat to a pant of ending of curve; thencE
worth 89,0391W west 30.00 fent to the yt3INT O.V8EGMNrIG
said parcel ofland contain 28.27 acres, more or Its% .
AND PAROL IT(.ot 4, Block 1)
ParceJ of land Wng 19 portion of the' SW 114 of Section 23 T.d1q. R.I�"
County, l�dahra and � � �-', Ada
, twre parttcularly descn'bed as follows:
Gams neudng at a goes cap marf g the S outhw&t corner of themrd Section • 23tbr�
• .
, ce
slang the Westariy boundary of the said SW 114 of Section 23
ur[h 00020`40" Fast 40.00 fee to ;S oint on the N011 rI
*ht -o f.�y ie y �ahtaf-way�r� Of State.
highway 20; thence along the said Narthtrl . '
� ri 8 env
South 89*1132" Est 69.84 feet to a paint of beginhMo of curve also s
�L "Og and paint bung the
(3T' UFS G; the8ce leaving the said Northarl ri •
Y ght of way ltnc alar a cure 1
1
�R�J,
1
y
}J
1844001366
Page 3
t
s
5�
4 r
• 7i'J�:
to the right 31.25 feet, Said cune having a central angle of 89°32'12"
... g g , a radius of 20.Oo Feet
long chord basing
Forth 441025126" wept 28.17 feet to a pant of tangent; them
Forth 0&294014 East 177.61 feat to a point of curve; thrice along a curve to the right 25.41
fmid c�1rVC natiVii� a L*.��Ira� '� � �
g a%l of 75°38 441, a radius of feet and a to mrd Waring
Noxth 38 10'02 East 24,53 feat to a point of tangent; thence
North 7505924"Fast 194.94 feet to a point; thence
South $508624" 300.82 to a Wtnt; thence -
NMh 82 1617' East 505+59 meat to a paint; th e
South 75°39 48" P.M 691.47 feed to a point; thence
North 0004878" fast 789.24 feet to a point; thence
Forth 340431" west 125.66 feet to a point; thenen
Noah 43012344 West 245.54 Feet to a point aCcunre; thence ato nil a, _ rve to theright ht 33
�g .00
feet, said curve having a central angle of 94*334D0 ; a radius of20.00 feet and a lou c r ` '
o � " � ho d bearing ,
North 04 t#3 55 East 29.38 to a point marking a point of compound curve's thence
' Zurve
car�rnring a-IcaMg a ve to the right 172.4 f said having a ural angle of 30P24!2889 _
radius of325.00 feet and a long mrd baring,k
North 6&3T45"est 17OA7 feet to a paint mxing a point of thdin8 curve • of thence
�
North 81044530 X3-12 fetlo a profij of cuFV6; thence aloe a curve to the ' r s
NO s w S ngh 28.310
feet, sand curve having a central angle of S 104 2 8 $ a radius of 20.08 feet and
along chord bearing
South 57°458" East 26.W frit to a paint of
rs sur them atop
' 253� " � g a curve to loft f
e� ad am having a central angle of 23 W43 , a radius of 630.00 feet and a ion c
bearin S g hard fli
� South 28"41' 1'� � -
1 East 251.33 fit to a pint oof tangOnt, thence
? South 4001 Mr FEW 62.57 feet to a paint of urve; th"ce alonga cum to #ha rig
ht 3W.55
-F sand curve having a OMW angio of 41O'00` a radius of 420.E
d feet and a long chard heating
South 19°41 *32" ]5ast 294.17 feat to aint of
pe tangent, the
South 00*4 " SSI 417.11 &a to g paint; Ihcr�ce
South OrOV24" Wtst 215+66 M to a int; tbenoww
ScKith OW48W wet 120.00 to a P*j ofcorve; thence aloe a curve to the ` c
said cu $ right ?8.,.4
curve having a central angle of 9 04 A radihs of 54.00 feet an
„ d a long chord beanuigScwth 45 4828 Vha 70.7169 to aPoint Oftangut on ft saidMorffigrly �t-of-way 1u�.
4
�1
ry
4 L'
F - ■ L � i
J� 1
■
1
1 1 �
7T
C
Page 4
1
r
t
of Stst a Mighway 20; theaac algng the said Wart heriy light -ref -ma
y li tlir,
North 89P11320 WL'st 1926,96 fat to tlls ]?()MT tW BEGDMG
L said parcel of land contains 19.70 acres, more or kss
9.1
�Z�
AND PARCEL M (Lot 78, DI 1
A parael of land hung it portion
Of the South 112 of Section 23m, TARV
R.I We B.M., Aida
County, Idabo and more Partculariy desen"bed as follows:
Canaaeripng at a brass cap nuwUng the Soolh 114 cotadr ofthe said `
d Sect�vri �� � thence slung
the Easterly boundary ofthe SW 114 of the said Section
North f V26'41" East 40.27 t to a Paint MaddDS aolnt of be innir�
F � j of curve an the
Northerly right-of-way line of Stats HIgf iva2a also mpoint .y slid p being the POINT OF
BEGMMG, thence along the said Nwthedy right-og line aloe a -
� g conic to the lei 33,00 fit,
said curve having a cenind angle of 00,03`Z$ ; a radius af34337'.48 fie
South 59626'5 t" East 33.00 feet tv a a�n of Q�
t aid a fang chord lveanr�g
R p t i adi ng of curve, thence javing tbt said
1�c�tl�rly nght�frway line
N,,th 00a2&41 1280.88 fed to a brass = ca - the=
p 1;
MA 89°371.9" West 33.00 fed to an iron 1xn; thence
Irlarth 00°6'41 792.86 feet to an iron pin; thence
South 6 4231 Wilt, 86.51 felt to a point maddqg a point of h
egsnng of corvw, theece
along a curve to the ri@ht 311.59 jeek said curve having a central eagle of23 0243", a radius of
.00 feet and a long chard beating
South I 1*0423q East 309.49 to a point oft$ t,• ihnce
South 00'02&41" West 415.03 feet to aalnt of corm, the •
p �e along � curve to the tight
591,42 feek said carve having a ftatral ZgYe of 90P21'47". " a radius 4f375,00 feet aqd slung cord
South 4503734" West 532.01 t to $ Oint oftan ent- thin
ce
1gwh 89Pt 132" West 95.03 fat to a point of curve; thOme Oton a cure
felt, said aurv� haven a uentrai � e to t� left 53.0
g angle of 101*3&18 ; a ra�us of30,00 feet and along
South 40°9" g chord ha�tng
'west 46,50 int to a point of carr thecae atop a
97 feet, sed curvy Navin �e cen�rai � �n►e to the right
g ang1t of t 1°3618 ; 0 rad`sns o€480.00 feet and a long chord
rd
SonthOV59741" East 97.Q6 fit to a point o€tan t;
I A
w i
i
APr
Page 5
30
i
South 0004918" west 417.11 feet to a pdlnt; thence
South 2-1 2'1S.pfact #o=� pou�� e '
_
uth oaa482S* Wnt 120.E !L'PA to a oust of curve thence
along a curve to the left 78.54
feed sand curve having a central angle o f g°pm A radius of 0
� .� feet and a long mord h aarrn
Sfxrih 44011321 East �10.?1 f� to a mit of t � - � � ,.
�° a►t � the' sed Northerly nght�of-tea lug -
of State Highway 20, thance along the sand Northrdi n - Y
y ght-of-�vay lana N
Swath 99° 11 *321 East 324A6 fit to a point of curve, thence along
fi@4 aid cures - v s o S $ curve to tine lcf� 136.5
having a ceatral angye ofd 13 4a� s radius of34337.48 feet and [ tan chord b �South 8S°1972" East I36,45 feet tohtePO OFDEQ fi,
�
sAd parcel of land contains 13.27 acres more or less
ANIS P'ARC'EL YV (Lot S3 Block. 1),
A parcel aftatsd being" POW10n ofthe -
Sw 1/4 and the 1JW 114 of Section 23 TA
33�t�i,. Ada Count Idaho �d more .. - ., �.11�.,
Y� partictiarly de=lid d as follows.
Commniing at it h �nS the
,r rass cap nW Southwest aorner of the said Sectinrr 23' K
along, the Sout l b�oun4 . fft- _ ,them
Y h.� said 5�ct�o��23
South 99° 11320 East 2627.62 feat tO It W= ca4.
Section 23; thence marknng the South 11� corner of tin said
1I01th 20*357& West 110038 fret tom vin ing � t, �1so said point hthe RUL p0jNT Op
BEGGING; thence
North 89°112" west I3I.03 feet to aint of
po cucvC; thence along a r�xve to the ri t 3.22
feet, said curve haven a cent i � �g rat ang of 65c2151 , a radius of 30.()0 fftt and a long chord beaflng
Forth 563&37" W 32.40 feet to pain I �e r
p 5e cures, thence along a curve to the left
137,09 feet, mid Curve having a Caird angle �f 1 � M r
gi 6°21 S I , a radiuf48os o.�� het
�rbng and a i�vng chord
North 37737" West 136,63 fret to apoint oFtangmt; tinence
North 4o°l 1032 W&t 62.57 feCt tog ia Of ve� •
tie along a curve to the n ht 38.19
fed, sa=d curve having a emml angle of 35° S
$ � M . a radius of S7o.�� fact rrxl a ion chord h '
1�Iorth 22 � 1"32 '�f�.3t 3d2.8� fact to a an g �S 7
p � nt of tangent; theme
North Y 1��4 S I west X6.13 feet to � nut- thence
{
North $4049280 Fo
$ Fre 271.55 fact to a point, thence
North 05211 r Weft 162.61 feet to•
a pWrit, thence .
N
_P_ 01
ti
+ } t-:: n
OWN - -
•+r�te�.• ' 1
1
1
11
F
�I
w
'r.
Y
.d
I nth 100,55P45'
west 155.94 fed to a paint; th cc
North 20x43'08" Fast 185.94 flet to adint'i thaw
North 3002631" West 195.94 fact to $dint; thmm
g
Forth 40-00754" west 185.94 feet to a paint; tbnce
North 49053'17" West 185.9.4 € to a P6,M4 thme ��
Ix
Forth 59!4721" West 199.09 fsa to a paint; thence
North 39'0227' Fest 290.45 feet to a pid*mt on the Southerl li ht -of -via .
' 31 $ y l�aa of the Phyli�s
Canal; thence along the said Southedy Wight-of-wayline
r
North 69x3746 92.95 fed tD a point; thenrx leavin t said SoutWti �t-��f-W
South 5105652" y S ax hue
Fast 91.51 feet to a paiint; theme
Saoth 57016230 66.76 feet to a ire
Scits% 3604696" Fit 70.27 feet to a point; theacc
North 89003113" East 37.72 feet to a paint; ih nee
'South 65029YO4" Fast 32.65 fret to a paint; =ham
Semth 38°54113'1 56.52 faet to a aint. thence
South 23009"150 East 40.E deet to k paint ming the pa � int ofhe �nn� - a
ng of cute, them
AIWW a curvy to the fight 19.05 fat,said curve" having � a r�ntral angle Dro2o 16'2r, a radius 480.00
feed and a ions chord ung
North 63'"59`58" East 19.05 feet to a paint of cow d Wrve; thence
ri ht 33 1 b - d � slang a curve to the
g fats said curve having a central of 94 5919 , a radius of 20.00 feet t and a long chord
g
South 6302TIV East 29.49 fuel to a point oft eat- thence
South 1505231 East 3,26 feat to a point; the=
Nor* 7440779' East 40.00 feet to a paint; the
Iorih 15°5 1 " ,iTest 3.26 feet to a point of curve„ the along a cut to - .
srld � " - g the might 33.16
� curn hawing a central angle of 94 59' 19 � a mdius of 20.00 feet and
a Ions Chord beanng
North 31°37080 Fast 29.49 f to a point of compound cnr�� thence
A bg - p � along a cures to the
BU .09 tcet, said curve having a renlral IMBIC of OV0738" a tadi
2 � us of 490.00 feet and a Ions
chord b aniag
North 9301937" East 68.03 feet to a point of to dnt` thftce IRS
worth srI41264 FAO 13.55 feet to a int; thence .
South 16*41140" East 223.99 feel to a pobt fhb
South 25P41'58'0 Fast 181.04 feat to a int- thence
" pyo*
South 39 47'32 East 150.43 fed to a point; thence
-
Li
�• �wT_��+ � *?�_�� .. .- - -- -- -•- - - -� � - mil
Page 7
South 3403!'48" est 153.54 fett to a point; thence
Soufh 33*42123" East 105.62 f to &point; thence
South 19*2x'07" EaU 107.02 felt to a pa's; tbance
South 0404545' East 110.67 feet to a point; thence
South 00°48`28` Wast 291.00 feet to a point; thence
Stuth S3°11 r Fast 301■94 &et to a point; the
South 080261410 'west 1042i feet to a point of eurm. thence aloe the
S a curve t� right
512.57 feet, said cu've hang a central aogle of 90021'47", a radius of 325.00 feet and a long chord
hearing
. South 4503734" WeA 461.07 fact to the POINT OF 1311GIDiMG,
j Bald parcel oftand Contains 12.26 acres, mor& or less,
I
i AND AMO PARCEL V t I. Mmk 2 : 5�
Y
A pard of land being a portion of the NE 114 of Section 22 and a portions of the XW 114
WW the NE 1/4 of Section 23, T.4N., IRLI i�T.,13.M., Ada County, Idaho a more
dened as follows.
�, ty� �d particularly
9 Conking at a brass cap nm ing the East 1l com& of the said Section 22• thence along Easterly boundary of the said E 114 of Section .
Nth 0 8'10" Fast 561.53 fist to a paint on jim Nortimly li ht-of-wa line of the ph�,.S � �ll�
also sed p�vint being the I1EAY, POINT OF BES G; thdWe along the said Northy
right-of-way lute
Scwth 7405837' Wast 374.09 f W to a point; thence contiriuin .
auth $10562r WeA 411.51 feet tol it PWM O fcur e; tbCM* along a curve to the left 215.32
few said cuiw having a coral angle of 11°35'03 ; a rediae of 1065.00 felt and a len chord S r beam
South 76 08 5d West 214.96 feet to a Point of tangent; thence continuing
South 70'21"19" west 268.76 feet to a point o
f curve; thence along a curve to the right
121.71 said v "
fat, curft bad * central angle of 16 014E , a radius of435.00 fit and a long c
bearing
%rd
g
South 78°22' 14" west 12131 feet to a point of tangent; thane eonfirdm
- tli S 6��911 - - - - � $
u West 350.38 to a point, thecae contima
South 89"28%6" ��
V&A 195.35 feet to a point, thrice continuing .
North 8658112" bleat 73.05 fkd to a paint;an= le�vung theeaidlartldy ti '
gm-o&Way
1 .
_ _ _ _ _ li 3 i-_ �i1 • _ _ • _ =i rF:-1 • 1� • f+ Li IM jm&=
#._Ft}e __ _-••fit: * _ •�
t _ • ti.
i _a_�4 ti - ti =h�4'_ _. �_� Ji .•. � _ �•i _t
� � W_i11 _
Page 7
South 3403!'48" est 153.54 fett to a point; thence
Soufh 33*42123" East 105.62 f to &point; thence
South 19*2x'07" EaU 107.02 felt to a pa's; tbance
South 0404545' East 110.67 feet to a point; thence
South 00°48`28` Wast 291.00 feet to a point; thence
Stuth S3°11 r Fast 301■94 &et to a point; the
South 080261410 'west 1042i feet to a point of eurm. thence aloe the
S a curve t� right
512.57 feet, said cu've hang a central aogle of 90021'47", a radius of 325.00 feet and a long chord
hearing
. South 4503734" WeA 461.07 fact to the POINT OF 1311GIDiMG,
j Bald parcel oftand Contains 12.26 acres, mor& or less,
I
i AND AMO PARCEL V t I. Mmk 2 : 5�
Y
A pard of land being a portion of the NE 114 of Section 22 and a portions of the XW 114
WW the NE 1/4 of Section 23, T.4N., IRLI i�T.,13.M., Ada County, Idaho a more
dened as follows.
�, ty� �d particularly
9 Conking at a brass cap nm ing the East 1l com& of the said Section 22• thence along Easterly boundary of the said E 114 of Section .
Nth 0 8'10" Fast 561.53 fist to a paint on jim Nortimly li ht-of-wa line of the ph�,.S � �ll�
also sed p�vint being the I1EAY, POINT OF BES G; thdWe along the said Northy
right-of-way lute
Scwth 7405837' Wast 374.09 f W to a point; thence contiriuin .
auth $10562r WeA 411.51 feet tol it PWM O fcur e; tbCM* along a curve to the left 215.32
few said cuiw having a coral angle of 11°35'03 ; a rediae of 1065.00 felt and a len chord S r beam
South 76 08 5d West 214.96 feet to a Point of tangent; thence continuing
South 70'21"19" west 268.76 feet to a point o
f curve; thence along a curve to the right
121.71 said v "
fat, curft bad * central angle of 16 014E , a radius of435.00 fit and a long c
bearing
%rd
g
South 78°22' 14" west 12131 feet to a point of tangent; thane eonfirdm
- tli S 6��911 - - - - � $
u West 350.38 to a point, thecae contima
South 89"28%6" ��
V&A 195.35 feet to a point, thrice continuing .
North 8658112" bleat 73.05 fkd to a paint;an= le�vung theeaidlartldy ti '
gm-o&Way
1 .
_ _ _ _ _ li 3 i-_ �i1 • _ _ • _ =i rF:-1 • 1� • f+ Li IM jm&=
#._Ft}e __ _-••fit: * _ •�
1
r a
11844001371
Page a
r .
J'r
;
W..
•
lime afthe! Phyllis Canal -
Na W4633" East 1778.52 feet tom paint; thence
South 89'02W120 East 1955.42 feat to a point on the Wd Easterl bound oftM add11 f - - - Y �
Of Suzan 22, thence along the said Fm Qtly boundary of Me said HE 114 of Section 22
Swath OW29k12" West 658.77 t to it point marring the N'orthv st conger of the South 1a
ofsaid Nw 114 ofS6ction 23; then along theNoriherly bound of the satd Sruth l
1/4 of Socdon 23
�"Y . of Nei
9auth 89°31'511" East 2631.23 feet to a point m8rking the Northeast corner of tld said So s
uth
112 of the Iw 1/4 of Section 23; thanc8 along the Easterly boundary of the said NW 114 N�
i q1h 00'026'41 0East 350.91 f to it point; thence
r
Souter 119°3311.9" East 200,00 feet to a plaint; thence
South 000264181 wfst 300.00 fact to a point; tWiVe
South 89:33'19" East 72.99 fact to a paint; thencd
South 00*2&41" West 549.61 fit to a point on the said Ncrtherl ri -of-wa
y 8� y find of the
Phyfs Canal; thence along, the said Worthly light -of -way lima cf the Phyllis Cana
Forth 87°2226 what 130.70 fact to 4 point; thence contlnuin
South 850002411 - � . �
4 wcst 154.35 feet to a pornt, tbince corkinuing
South 740115'48" West 86,56 fltg to it paint ofcurvc; thence aloe 'a curve 4*
S to the 1e11 I53 • I3
feet, sed cures having a oMiral angle of 15'40'020; and a lq�rig chord bea
a radius of fret 's .
no$
South 66025148" Weg 152.65 fftt to a point of tangent; thence continuing
South 5803547" West 19143
felt to a paint; thence continuing
math 65°04'46" West 220.69 feet to a past ofcur Am= aloe cmv
�, S a e to the rrght 95.60
fes, seed cume hang a central angle of 1212655": a radius of440.[D feet a •
and a long chord big
South 71*18' 13" West 95-4 l feet to a point oftangent; thence continuing I
South 773114 j 0 est 311.17 f t to a int' theme continuing
South 74 4214 West 180.62 feet to a point; thence continuo}
8
Sa th 69037460 WaK 319.18 to a paint ofcur timce alonga cures h
fret; said cur�r+a havin a central to a light I.1.26
8 tral aq a of x`56'06", a radius of 690.00 feet and a to chord b
South 70°o5'4g" est 11.26 f - � eanng
cel to a point marking a point of finding of curve; thence
contiiuing .
NoilhlgP26VBOWeg5,00fedtoap�dul�-arlinWInt of �.. � �ntUng aftrurve, �an� along
a curve to the ngbl 651.25 fc�t, said curve having a ocntral a of 54028'31' a radius
felt and' S loo chord IM-rl f us of 655.E .
S �
I wth 82,01115311 West 627.02 fit to aint of tan nt' thence
� ge continuing
Y
f1
1 1� �
{ybJ�'r
X +
1
r
i
_1-00�50_.
s w
18440013
•
page 9
NOM 54°5 `38" West 312.98 feet to a
ncn; then" along a crus tea the left
� I�avu a sa of 50*0' - ,� - �T5.�3
3 , a racRus o 315.00 fee •
Noah 79°5910" West 265.5 t and a tang cprd Ixean.
feet to a pvl9t of tangent; thdnce cnnfi
South 74058'37" 'west 15.34 feet to Pnu�ng
O� OF BEGINNING,
said PAmel Df land Contains 130_$7 acres
Ubt total ache for the fvurarced d
p c=IW AMC • � 204.37 acres, n -are or 3
en.)
0
9,
0
i I F
ti
•h
1 ��
TY
X11'}
7Jd�'
9,
0
i I F
!
14•�l.s �. —�— _ _ _ _ OWNJF
ti
1 ��
TY
!
14•�l.s �. —�— _ _ _ _ OWNJF
Project. No.: 2981
Date: June 2, 2096
Revised: August 16, 2006
-2501 Bogus Basin Boise, Idaho
8 6.66'
Fax, (208) 385-0696
ANNEXATION DESCRIPTION FOR
SP?URWING PATIO HOMES SUBDIVISION
A parcel of land being a portion of Lots 2 and 4 and all of Lot 3 of Block 1 of
Spurwing Subdivision, as filed for record in the office of the Ada County Recorder, Boise
Idaho in Book 69 of Plats at pages 7104 thru 7108, and a portion of the SW 114 of
Section 23, TAN., R.1 W., B.M., Ada County, Idaho and more particularly described as
follows:
BEGINNING at a brass cap marking the Southwest corner of the said Section 23;
thence along the Westerly boundary of the said SW 1l4 of Section 23; thence
North 00°20'40" East 324.83 feet to an iron pin; thence said Westerly boundary
South 89°39'20" East 30.00 feet to an iron pin marking a point of curve; thence
continuing along an arc of a curve to the left, said curve having a radius of 20.06 feet, a
central angle of 104021'16", a length of 36.43 feet and a long chord bearing
South 51°49'58"
East 31.60 feet to an iron pin marking a point of tangent; thence
continuing
North 75059'24" East 156.18 feet to an iron pin; thence continuing
North 00°48'28" East 164.90 feet to an iron pin; thence leaving said Westerly
Y
North 10058'41" East 673.13 feet to an iron pin marking the Northwest corner of
said Lot 3; thence along the Northerly boundary of said Lot 3
South 78036'59" East 106.97 feet to an iron pin; thence continuing
South 62024'58" East 127.74 feet to an iron pin; thence continuing
South 50013'58" East 125.67 feet to an iron pin; thence continuing
South 43°02"58" East 160.00 feet to an iron pin; thence continuing
South 43000112" East 160.00 feet to an iron pin; thence continuing
South 52°28'14" East 222.39 feet to an iron pin; thence continuing
South 87°44'25" East 290.67 feet to an iron pin; thence continuing
North 54°48'27" East 242.01 feet to an iron pin; thence continuing
North 26°46'22" East 166.21 feet to an iron pin; thence continuing
North 19°22'35" East 116.96 feet to an iron pin; thence continuing
North 43°12'34" Vilest 265.25 feet to an iron pin marking a point of curve; thence
continuing along an arc of a curve to the left, said curve having a radius of 20.00 feet a
central angle of 102027'35", a length of 35.7,7, feet and a long chord bearing
South 85°33'38" Vilest 31.19 to an iron pin marking a point of ending of curve on
the South right-of-way line of West Balata court; thence leaving said South right-of-way
9 Y
line
North 55°40'10" Vilest 25.00 feet to a point on the centerline of said West Balata
Court marking a point of curve; thence along said centerline along the arc of a curve to
the right, said curve having a radius of 350.00 feet, a centrad angle of 20047'29" a length
= g
of 127.01 feet and a long chord bearing Fy
Cel S 12 1 -d c - i0c
0 P
TEALEY'S LAND SURVEYING
L W -nim
2501 BOGUS BASIN ROAD, BOISE, IDAHO 83702*(208) 385-0636
Project No.: 2981 Page 2
R :M fl June 2, 2006
1
A-0i�eVlSed: August 16, 2006
;C� I
ILI k.
A,
A
vf
curve
.4 North 44*43'35" East 126.31 feet to a point marking a point of ending of cu e;
F1 k
-'thence leaving said centerline
3
111f
South 34'052"40" East 25.00 feet to an iron in on said South right-of-way line of
West Balata Court; thence leaving said South right-of-way line
South 05*57'22" West 30.26 feet to an iron pin; thence
ki Md South 43'012'34" East 266.19 feet to an iron pin marking a point of curve; thence
along the arc of a curve to the right, said curve having a radius of 75.00 feet, a central
a e-of.-24*20'33", a length of 31.86 feet and a long chord bearing
.mouth 31 *02'18" East 31.63 feet to an iron pin marking a point of tangent; thence
W
oath 18*52'01" East 77.34 feet to an iron pin on the East boundary of said Lot
A; iqp along said East boundary
Louth 00'048'28" West 789.24 feet to an iron pin marking the Southeast corner of
d,L 3; thence along the Southerly boundary of said Lot 3
'%orth 76039'48" West 691.47 feet to an iron pin; thence continuing
South 82'016'37" West 505.59 feet to an iron in; thence continuing
SPIA 1 0: -Ii North 85*06'24" West 300.82 feet to an iron pin; thence continuing
South 75*59'24" West 194.94 feet to an iron pin marking a point of curve; thence
ontinuing along the arc of a curve to the left, said curve having a radius of 20.00 feet, a
. ......41 e ig ngle 0f 75*38'44", a length of 26.41 feet and a long chord bearing
r,
P, I.:
ouch 3.$010'02" West 24.53 feet to an iron pin marking a point of tangent; thence
contin,uing
ouch 00'020'40" West 177.61 feet to an iron pin marking a point of curve; thence
inuing along the arc of a curve to the left, said curve having a radius of 20.00 feet, a
citral pngle of 89*32'12", a length of 31.25 feet and a long chord bearing
§outh 44°25'25" East 28.17 feet to an iron pin marking a point of ending of curve
An said North right-of-way line of State Highway 206 thence leaving said North right -of -
y firyt
South 00*48'28" West 40.00 feet to a point on the South boundary of said
M
:ip,,23; thence along said South boundary
. . , o#
89011'32" West 69-52 feet to the POINT OF BEGINNING.
N
Said parcel of land contains 20.65 acres, more or less.
F
Apr,
WA
r
user Name: En rgSol
spurwing annexation elasure.txt
Project: 5112 SPURWING ANNEXATION
Inverse Points
Horizontal direction:
589011'32"E
Zenith An le:
90°00'00"
Horizonta Distance,,
69.520
Delta Elevation:
0.00
slope Distance:
69.520
Horizontal direction:
N00°48'28"E
zenith An le:
90000'00"
Horizonta Distance
40.000
el to Elevation:
0.00
lope Distance:
40.000
Horizontal direction:
N44025'26"w
zenith An le:
90000'00"
Horizonta Distance
28.170
Delta Elevation:
0.00
slope Distance:
2$,170
Horizontal direction:
N00020'40"E3
zenith An le:
90000'00"
Horizonta Distance
177.010
Delta Elevation:
0.00
slope Distance:
177.610
Horizontal direction:
N38010'02"E
zenith An le:
90000'00"
Horizonta Distance
24.530
Delta Elevation:
0.00 :
slope Distance:
24.530
Horizontal direction:
w75 `59' 24"E
zenith An le:
90000'00"
Horizonta Distance
194.940
Delta Elevation:
0.00
slope Distance:
194.940
Horizontal direction:
585 06' 24" E
zenith An 1e:
90000'00"
Horizonta Distance
300,820
Ddlta Elevation:
0.00
slope Distance:
300,820
Horizontal direction:
N82016'37"E
zenith An le:
90000'00"
Horizonta Distance
505.590
Delta Elevation:
0.00
slope Distance:
505.590
Horizontal direction:
576 39' 48"E
zenith An le:
90000'00"
Horizonta Distance
691.470
Delta Elevation:
0.00
slope Distance:
591.470
Horizontal direction:
N00048'28"E
zenith An le:
90000'00"
Horizonta Distance
789.240
Delta Elevation:
0.00
Page 1
Date: 08-16-06
Time: 17:03:44
Page: 1
spurwing annexation closure.txt
Slope Distance:
789,240
Horizontal direction:
N18052'01"w
Zenith An le:
90000,001,
Horizonta Distance
77.340
Delta Elevation:
0,00
Slope Distance:
77.340
Horizontal direction:
N3l w02' 18 "w
zenith An le:
90000'00"
Horizonta Distance
31.630
Delta Elevation:
0,00 •
Slope Distance:
31,530
Horizontal direction:
N43012'341#w
zenith An le:
90000,001,
Horizonta Distance
266,190
Delta Elevation:
0,00
slope Distance:
266.190
Horizontal direction:
N05*57'22"E
zenith An le:
90000,001,
Horizonta Distance
30,260
Delta Elevation:
0,00
slope Distance:
30,260
Horizontal direction:
N34° 52' 40"w
zenith An le:
90100,00"
Horizonta Distance
25,000
Delta Elevation:
0,00
slope Distance:
25,000
Horizontal direction:
S44°43`35"AN
zenith An le:
90400,001,
Horizonta Distance
126.310
Delta Elevation:
0,00
Slope Distance:
126,310
Horizontal direction:
555940'10"E
zenith An le:
90000,001,
Horizonta Distance
25.000
Delta Elevation:
0,00
slope Distance:
25,000
Horizontal direction:
N85°33'38"E
zenith An le:
90000,001,
Horizonta Distance
31. f90
Delta Elevation:
0.00
slope Distance:
31,190
Horizontal direction:
543 12'34"E
zenith An le:
900g0,001,
Horizonta Distance
265.250
Delta Elevation:
0,00
slope Distance:
265.250
Horizontal direction:
519022'35"W
zenith Anile:
90000,001,
Horizonta Distance
116,960
Delta Elevation:
0,00
slope Distance:,+
110,960
Horizontal di recti on:
S260 45' 2211W
Page 2
zenith An le:
spurring annexation closure.txt
9000010011
Horizonta Distance
166.21.0
Delta Elevation:
0.00
Slope Distance:
166.210
Horizontal direction:
554048'2711w
Zenith An le.
9000010011
Horizonta Distance
242,010
Delta Elevation:
0.00
Slope Distance:
242,010
Horizontal direction:
N8r 44' 2 5I)#
Zenith An l e :
9000010011
Horizonta Distance.
290.670
Delta Elevation:
0.00
Slope Distance:
290.670
Horizontal direction:
N52028'14 few
Zenith Ale:
90 x:00' 0011
Horizonta Distance
222,390
Delta Elevation:
0.00
slope Distance:
222,390
Horizontal direction:
N43'00'12 "w
Zenith An le:
90000,0011
Horizonta Distance
160.000
Delta Elevation:
0,00
Slope Distance:
160,000
Horizontal direction:
N43002'58"w
zenith An le:
90000'0011
Horizonta Distance
160.000
Delta Elevation:
0,00
slope Distance:
160.000
Horizontal direction:
N50013'58 few
zenith An le:
90000'0011
Horizonta Distance
125.670
Delta Elevation:
0,00
slope Distance:
125.670
Horizontal direction:
N62'24'58"w
zenith An 1 e:
90.00! 4011
Horizonta Distance
127,740
Delta Elevation:
0,00
slope Distance:
127.740
Horizontal direction:
N7,8036"59 1'w
zenith An 1 e :
90 00,001,
Horizonta Distance
106.970
Delta Elevation:
0,00
Slope Distance:
106.970
Horizontal direction:
510058'41"w
zenith An
90000'0011
.le:
HorizontaDistance
673.130
Delta Elevation:
0,00
Slope Distance:
673,130
Horizontal direction:
500 0 48 ' 2811x
Zenith An le:
90000'0011
Horizonta Distance
164.900
Delta Elevation:
0,00
Page 3
Slope Distance:
spurwing annexation closure.txt
164.900
Horizontal direction:
575059'2411
Zenith An le:
90°00'00"
Horizonta Distance
156.180
Delta Elevation:
0.00
slope Distance:
156.180
Horizontal direction:
N51049'58 11W
Zenith Anle:
90000'00"
Horizonte Distance
31.500
Delta Elevation:
0.00
Slope Distance:
31.500
Horizontal direction:
N89039'20"W
zenith An le:
90000'00"
Horizonta Distance
30.000
Delta Elevation:
0.00
slope Distance:
30.000
Horizontal direction:
S00020'40"W
zenith An le:
90200'00"
Horizonta Distance
324.830
Delta Elevation:
0.00
Slope Distance:
324.830
Horizontal direction:
S62 ° 41' 5811W
zenith An_le:
90°00'00"
Horizonta Distance
0.012
Delta Elevation:
0.00
Slope Distance:
0.012
Page 4
S 0Kr48'28*, 789.4'
l
1
SPURWING SUBDMSION
1
x
�No
�
r
fi
.SLR ZONATC
RR
Z O NI C
5mjRm ft
T
N -
C U RVE DATA
S W48' ^-
Cur
C1
oa'
i i
W'0
31.52 S�D'16- E
- 411A0' 1
-
C S W� _
C!
C3
16.00
WE
102'2Y35' 3571 2440
20147 127AI ' 414.21
31.11 $11533W t
121P 9 N 4:43'35' E
-
S
C4
C5
75.00
ROD
24'10x33' no I&IS
7f"44' 2 49 9x.53
3% S 31'02'iS' E
24.53 S JrVV' �
�
C6
20A
x'32'12' 31.25 IW
11.17 S 44'25lr E
pw % �G � N
SCJ4lE 4 "w2W
SPURWING PATIO�/l7/00
SUBDIVISIONI�ICI�YEE
IANC
.�� -� bHOMES
M.
PROPOSED MERIDIAN ANNEXATION
M. 91129
SOLUTIONSLLP
�� 1 of 1
11204M
�.aC.1 M IN Tff SW 1/4 Cp SE Z3, T.4N., R. f W-., BAtso
C +moi
E" s` KtLt. Std B
XM
,
x
Project. No.: 2981
Date: May 12, 2006
YYS LA.N.D;
� .w-d'-1CY•2.472
- w
Y L
J
2501 Bogus Basin Rd. * Boise, Idaho 83702
(208) 385-0636
Fax *, 385-069J,
DESCRIPTION FOR
SPURWING PATIO HOMES SUBDIVISION
A parcel of land being a portion of Lots 2 and
S urwin Subdivision, 4 and all of Lot 3 of Block 1 of
p 9 division, as filed for record in the office of the A •
Idaho in Book 69 , da County Recorder, Boise,
of Plats at pages 7104 thru 7108, lying in the '
T.4N., R.1VV. BAA. Ad y g SV�1 114 of Section 23,
Ada County, Idaho and more particular) described .
Commencingat a brass Y as follows.
ass cap marking the Southwest corner of the said
23; thence along the Westerly boundary Sect��n
y ndary of the said SW 114 of Section 23
North D0°20'401, East 40.00 feet to a brass ca '
p marking the Southwest corner of
said Lot 3 on the Northerly right-of-way fine of State Highway
POINT of BEGINNING• 9 Y 20, said point being the
thence along the Westerly boundaryof said
North 00°20'40'1 East Lot 3
284.83 feet to an iron pin; thence continuing
South 89°39'201' East 30.00 feet to
an iron pin marking apo}nt of curve; thence
continuing along an arc of a curve to the !eft said c •
angle o � �� � curve having a radius of 20.00 feet, a
central an
9 f 104 21 16 , a lengthrof 36.43 feet and a long
South 51 °49'5 chord bearing
8 East 31.50 feet to an iron pin markinga of •
continuing point of #angent, thence
North 75059'24" East 156.18 feet to an iron pin; - •
p ,thence continuing
North 00°48'28" East 164 90 f t t
• ee o an iron pin; thence leaving said Westerly
Y
North 10°58'41" East 573.13 feet to an iron i
said Lot 3; thence pin marking the Northwest corner of
along the Northerly boundary of said Lot 3
South 78°35'59" East 106.97 feet to an iron •
South � �i pin, thence continuing
52 24 58 East 127.74 feet to an iron in; thence '
South 50° 13'58'1 pin; e cont�nu�ng
East 125.57 feet to an iron pin; thence continuing
South 43°02"5811 East 160.00 fee rng
t to an iron pin; thence continuing
South 43°00' 12" East 160.00 feet to an iron pin; •
South p n, thence continuing
52°28' 14" East 222.39 feet to an iron in; thence '
South 87°44'25" pin; continuing
East 290.57 feet to an iron pin; thence conn
North 54°48127" East 242.01 feet continuing
to an iron pin; thence continuing
North 26°46122x1 East 166.21 feet to an iron pin; •
North 19`22'35" p• ,thence continuing
East 116.96 feet to an iron in; thence .
North 43'012'34" pin; e continuing
Vilest 265.25 feet to an iron pin markinga o'
continuing along an arc of a c pint of curve, thence
curve to the left, said curve having a radius of 20.00 feet,
central angle of 102°27'351', a length of 35.7 a
° � 11 g 7 feet and a long chord bearing
South 85 33 38 West 31.19 to an iron �n ma '
right-of-way p marking a pont of curve an the South
9 y line of Vilest Balata court; thence aloe said S right-of-way .
the arc of a curve to the9 oath right of �vay line along
right, said curve having a radius of 325.00 feet
of 20°47'29",alength of 117.94 feet , a central angle
and a fang chord bearing P!
I
TEALEY'S LAND SURVEYING
Proiect No: 2981
Fr y
2501 BOGUS BASIN ROAD, BOISE, IDAHO 8370r(208) 385-%36
Date: May 12 2998 Page 2
LL19. N 0:F
Z;
East 117-29 feet to an iron pin marking a point of ending of
ury North 44043'45
e; thence leaving said South right-of-way line and the Northerly boundary of said Lot
r
o
re -d
South 05'57'22"West 30.26 feet to an iron pi. thence
N .
South 43012'34" East 266.19 feet to an iron in marking a •point of curve; thence
along the arc of a curve to the right, said curve having a radius of 75.00 feet, a central
.�v7 R &r.. -
d
IY.i V W�
angle of 24*20'33", a length of 31.86 feet and a long chord bearing
k k] a South 31°02'18" East 31.63 feet to an Iron'pin marking a pont of tangent; thence
South 18*52'01 " East 77.34 feet to an iron pin on the East boundary of said Lot
thence along said East boundary
South 00'*48'28" West 789.24 feet to an iron in marking the Southeast comer of
aid Loi 3; thence along the Southerly boundary of said Lot 3
orth 76*39'48" West 691.47 feet to an ironpin; thence continuing
-9 touth •82" 16'37" West 505.59 feet
to an iron pin; thence continuing
North 85006'24" West 300.82 feet to an iron in; thence continuing
West 194.94 feet to an 'iron pin marking a point of curve; thence
South 75059'24
§�-;continuing along the arc of a curve to the left, said •curve havin a radius of 20.00 feet, a
9
central angle of 7
A-0; 503814"11, a length of,26.41 feet and a long chordbearing
P, South 38010'02" West 24.53 feet to an it
; marking a po�int of tangent; thence
continuing
LA
South 00'20'40" West 177.61-4eet to an iron pin marking a point of curve; thence
ontinuing along the arc of a curve to the left, said curve having a radius of 20.00 feet, a
ntral angle of 89*32'12", a length of 31.25 feet and a long chord bearin
9
South 44025'26" East 28.17 feet to an iron pin marking a point of ending of curve
North right-of-way line of State Highway 20; •thence continuing
hard
North 89*11'32" West 69.84 feet to the POINT OF BEGINNING.
Said parcel of land contains 20.51 acres, more or less.
6
&I
—.1 L
REVIEW AM%
61ERJOIAN PU13LIC
WORKS DEPT.
L
- � I
P3
l-3 F W L3
+ g o%
12
RL
tc�oou �eao - - - -- t0340
YHJIH}'Q1LTH Iu�Qi�iIH� Z/�
amu{
.t SG �� •�� s .mow w riCi
w
� � rr ��.T�ri mow■ s e�■� Y
r W = -Mew
06
Y 09
1 v s
! _ in
•�.1 T i'+ ' j ♦ yam 1 0
am
F ■ � w + " � � T � ri �r�� � � IFF
/ r Ma I
iw -
tip
L• Aon 3 N' p �� b p:.2
r 112 _ t
A V4
µ
—4 coo8 1
r I` �r 1 I v •y �1 1
Vi
9.11
111 w
it
10
1CL c 0
1 Fd
94 AN
!I7
0.4M N F t ,tai•■ t tt '� ,� t • ' / ■ = I
rw Ark
5-:vo
n �� w tib- � � - - 'r~�= � � � I ■
W4 r
b At
�1 & l 3 t
It
OF
-, 491 f W
L v3
• �'n
i
I� r • 1 : / -
fel r •_ �� r�
.row g
1 _ 0
r
at
ID
■ N ,
C7
r
Tr rn ;y'! ■7
.LE•cL£ 3 � A.MW� s it
,p��;���� s El�ll�lcf!`!f1 r
ace ,Wow 3 ALOO H
ytiQ.
r— rn
.9 Joe
0 %
WARRANTY DEED
FOR VALUE RECEIVED2 Grantor john W. Hewitt, a nPrrie&man,4
%,. .8 0 Meth stand
to his solo and separate property, does hereby 8Mt barga4 t AMJM��
%) y
sel %)
of his fifty kPUL%-;GUL (5o 5a) tenancY-in-cOmrnOn intdrest in tW-. hero- af
m ter described real
Roptrt
to Granite Spurwing Corporation, fac., whose address is 200 No" Y10
Idaho 83702, which real propt is located me (7!n MLAtk- Wft�%- 94
described in Exhibit "A" UUtYq State Of Idaho, and more, pwficularly
11talh"d heretD and incorporated herein by 'ference,
1823001471
TO HAVE AM TO HOLD the with their appurtemnees '
its heirs and assigns forever. premises, untO the Grantee, and
that -M8 said Cumtor does hereby covenant to and with the Grantee,
is the owner in *e simple, of the prgrnis.; that the premises at free
ancumbranafth EXCEPTe those to which this co . from all
nveyanct is'CxPrewlY madle subicet to those made.,
stlffexW Or done by the C=ntft and subject to reservations
recti
1 restdctions, dedications., easements
rights of way and agreemen% (ff MY) of record, and general taxes and
and utility a==ant,% (if an for the current year, assessments, =8ation
Cn=tor will warrant which are not yet due and payables and that
defend the some from all lawfW clahns whatsoever.
DATED this C MOY Of
-49� 19944
GRANTOIL-
IM
W. BEVMT
STATE OF IDAHO
)Ss.
COUNTY DF ADA )
On this . day Of 1994, before •me tin uloersiona
NotaU Public in for said State, pemnally - - W
apWxed John W. Hewi% mown or id
me to be thd OftGn whose name is ad to
subscribed in the foregoing instrument, and acknowledged
to mab that he amused liff same.
IN VMMSS WHEREOF I havii hftunto act
MVE-A my"hmd and affixed my officiat
the day and year M' this cardficatid first abovc 4,tten.
16 wn
woo
-1P
0.
Notary Idaho
Re
.,Woo Commision Expirtr'-
WARRANTY DEED - I
1823003-472
DESCRIPTION FOR
SPURWMG SUBDIVISION (NON -GOLF COURSE pRppERTY) .
A parcel of land being a portions of the west 1/2 and the SF 114 of Scc i
t ons 23, T.4M, .
x 1W., 8.M., Ad& County, Idaho and more Particularly described as follows:
Commencing at a bras cap marking the Southwest corner ofhe .
t sand Section 23; thence
along the Westerly boundary of the said Section 23
North 0002fF40" East 40.00 feet to an iron pin on the Nordwrl right. -or -way i
hwa� Y � way Igo of Stag
y 2 (F.A.P1 o. P-3021(5)), also said point been the REAL POINT . .
fGi �� ������i
thence continuing is
NPrth 0002W4011 East 2594.75 feet to a brassmarkin the e � $ West 1 14 corner of the said
Section
23; thence continuing
Nafth 011429'10" East 457,75 feet to an ironoin on the . � Satitheo�y �n�fit-of-way line oftrbe
Phyllis Canal, thence along they said Southerlyri t-of.wa lift
h1�
North 74058'37* Fast x#3.09 fat to an ironVin marldn a dntalaf S � of cine, thence continuing
ng a curve to the right 187.96 fee4 said curve havi a centrad n ' "
215.00 feet an&a tong chord bean'l
� angle of 5� 03 4� , $ radius of
South 79°59130" Fast 181.94 feet to an iron 1n m n a
° " P + g paint of tangent; thence cantinugng
Soutb 54 5713$ Fast 312.98 flet to qtn iron in marking a cAnt of
alonga curvy to said
$ p carve, thence CO�inuuYg -
the left 746.36 feet, said curve having a central an le of 54028'31
785.DD feet and a long chord bearing radius of
South 82x11:53" East 718,56 Beet to an ironin markin a ain
p 8 p t of ending of curve, thence op
continuing
NOA 19 '08# West 10.00 fact to an iron in maAdn a dint o '
� P • . g � f beginning o£cuirYe; theme
nunu fang a �r� to the lei 12.65 feet„ old curve having a c ntral o
of 775 g ani of �� 5� Ute, � radius
.a] fik and a tang chord beam
North 70°05'49' Fast 12.65 feet to an iron in nwW a oxo
, p �$ point oftangent, theme continuing
North 69103714611East 315.41 filet to an iron pin; thence continuing
North 7442`14" fast 174
.76 fejt to an iron pin; thence continuing
North 77031,14110 Fast 309.07 - - S
fent to an iron pin marking a paint of curve- th ce continuing
along A curve to the teff 114.07 feet, � � i ong
said curve ha�►sn� a central angle of 12°2555" a radius o
525.t]a feet and a tan chord b f
S bearing
North 71018;1310 Fast 113.84 feet to an iron pin �n a . :-
. g p int of tangent, thence conunwn
North 65 04 4 o Fast 225.50 ft to an iron g • thence con .
P � tuzuuig
Jul• •
i
18x3001473
Pue 2 •
Forth 58*3547" Last 197.24 deet to -an iron gin marking a point ofcurv6• thence continuing
t ung
along a curve to the right 129.89 *et, said curve Navin a central in It of 150401020 .
g g, a radius of
475.00 feet and a long chord lrearins :•
North 56°2549-0 Last 129.45 to an iron pin narlCing a of tangent; thin continuing
Worth $° � *�� � ca continuing .
? 15 V Last 73.57 feet to an won pin on the Easterly bounds of the said 1 st
of the said Section � �l2
3-
thence along the said Easterly boundary
South 00020614P Nest 2053.22 feet to an ironin; theme leaving thesaid p g aid Easterly boundary
South $903311911 East 33,00 feet to a brass cap; thence aloe a Ione 33.40 feet '
arallel with g et Egsterly of and
p the said Easterly boundary of thb w lI2 of Section 23
South 00°26411* West 1280.89 feet to an iron in on the said ]norther .
Stags - *marking P Northerly right-of-way lW& of
highway 20, also said paint marking a pint of JM tnMn of cure •
Nl? g g � thence along the said
orthedy right-of-way une along a curve to the right 169.45 feet said curve having a central angle
ofOD°15158", a radius of 34337.48 feet and a long chord bwAn
North 89°2001Nest I63.45 feet to an iron in markt $ point of .
continuing
P ng p tangent, ih�t�
North $9°11132" wit 2491.2,0 feet to the:POINT OF I#EGDTIN
said parcel of land contains 179.24 acres, more or less.
AND:
A parcel of land b6n8, portions of Sections 22 and 23 TAR X 1w �
., .M., Ada County, �
Idaho and morob par#icularly described as follows:
Commencing at a brass cap marking the Southwest Turner of the
. Said Section2j,thence
along the westerly boundary of the said Section 23
North 0002W40F East 2534.75 feet to a brass ca mar 'n the West .
23, thence continuing
P � � es 3 �4 of the mud Section
Worth 40D'2W 10ffl East 551.53 fftt to a brass ea on the 1�Iordxarl ri t F
Phyllis - p Y 8h -of�- y line of the
y i Canal, also said point being the REAL POINT 01;` BES G; s -
Northerly ri h - F- th nix �lar� the said
g t o way line
South 74°58'37'* west 374.09 feet to Rn iron pin; thenom continuing
South 81°56�` rest 411.51 -
feet to an iron pin rnerhing a pant of curvy; thence cantir�uin
along a curve to the left 25.32 feet said cit g
curve hang a central angle of l 1°35'03, a radius of
1055.00 feet and a long chord bearing .
South 75b08`5W west 214.95 feet to an iron pin marUng F a vint of tangent; thence
continuing
.
r • -
•
t
i
IL82&'POOI474
Page 3
South 70121'19" West 268.76 fat to an Iron pin marking a oint of curve• thence - .
aloe a curve to the � P ence contInums .
� e nght 121,71 feet, said curve hamming a central angle of 16°0 1;4g� a radius 435.aQ fermi and a ton chard bearing � sof
South 78022'14111 wdst 121.31 feet to an Iron pin markingpoint of t
� � p int, thence -
continuing
South 86023'09' west 350.38 feet to an iron in; thence continuing
South 9 2S 06 west 195.35 feet to an iron pin; thence continuin •
North 86058'12" 1�es - �
West 7 3.05 feet to an iron pin; thence continuing
Forth 00°4633"Est 1778:52 ft to an iron pin on the Northerly bound
of the NE 114 of the.. � y ary of the South 112 ..
NE 114 of said Section 22, thence along 00 said Northerlyhound
South 89°20'12" East 1955.42 �
feet to an iron pin marling the Northeast corner of the said
South 112 of the ISE 1/4 of the NE 114 of Section • thence aloe the
S said wftt&Iy boundary ofthe
said Section 23
South 00*2WI(,,." West 658.77 feet to a point maridn the Northwest c
of the � 1I4 of g oar of the South ] 12
the said Section 23; thence along the Northerly bound of thre sal
the NW 1/4 of Seco 2 � d South V2 of
Section 3
South 89°31'SS" East 2631.23 feet to lan iron in mirkin the No h
South I of the 1iTw' p g rt est corner of the said .
1/4 of Section 23; thenceWong the Easterly bounds of thb said
Section 23 boundary 1114 of
Orth 00*26'41 * East 1316.57 feet to a brass cap maAd te North 11
Section 23- them aIon the I� �h4 comer of the said
g Northerly boundary of the NE 1/4 of the said Section 23
South 89052139" East 505.00 feet to an ironin on the Southerly o ' .
P Y ngl meander line of the
Boise River, theric along thh said Southerly original mearift line
South 0100415e East 484.52 feet to an iron pin; thence continuing
South 17°49'56' East 464.41 feet o - continuing
t an iron pin, thence cvntsnuing
South 84°34'56" East 962.48 69d to an iron+ inthence continuing
South 34°3 ' � p� u g
4 56 East 331.72 ft to an iron pin; thence et continuing
-
South 78004'56" East 497.58S feet pin; continuing
eto an iron pin, thence contiing
South 66°04'56" East 159.76 fees to an iron pm' on thesterl
. P y boundary of the said NE 114
of Section 23;thence along the said bounds of the 9si -
" Y � boundary d � 114 of 23
South 09°30'35 rest 282.23 feet to an ironin on the extends .
p d Northerly r-�ht of line
of
the said Phyllis Canal; thence along the said extenAed end Norihbrl
y fight of way fine of the Phis
Canal -
South 78°36'01 1' West 924.35 feet to an ironnt�nu�
in- thence co .
P f nji
South 89°42'01" west 651,80 feet to an iron in; thence continuing
a ' � p
North 79 4810 i west 94.86 feet to an ironin- them co i
p �t mftng
e%
1
1823001475
Page 4
North 66012'20u West 205.06 feet to an.iran pin; theme continuing
N0 7 ° � P• � t•nu�rig
rth 4 3 0'32 'Nest 169.26 feet to an iron pin; thence continuing
South 8701136m west 186 - • g
.90 feet to an iron pin; thence continuing
South 73058'51 " W • �
est 133.75 feet to an iron pin; thence continuing
Forth 87*2276" Fest 188.28 feet-
to an iron pin; thence continuing
South 85000*24" West 154.38 feet to an iron pin; thence c -
So a � � :P � on#�nusng
South 74 15 48 'west 55.56 to an iron pin mar a o�nt of • •
� P curve, thence continuing
along a curve to the left 153.13 feat; scud curve have a central g
560.00 ng Hirai angle of 15a4D'U2�, a radius of
feet and a long chord bearing
South 66°2548" rest 152.65 feet to an uonin marlin .
continuingP g a point of tangent; thence
South 58°35147' West 192.43 fdet to an iron pin; thence cont' .
South 650041460 ,p � _ �nuing
� 46 west X20.69 feet to an rran pin marlr�n a dint of corn • .
alonga curve to the right S P e, thence continuing.
ght 95.60 feet, said curve having a central angle of 12026'5 .
440.00 feet and a longchord b ' g S , a radius of
.�ar�ng
South 71a 18' 13" West 95.41 feet to an Iran in marlrin a vi .
~ P • S point of tangent, thence continuing
South 77033141 Nest 311.17 feet to an iron in- thence Continuing
South o • " �� � ol�t1nL11n�`
t 74 4214 Wrist 180.62 feet to an iron pin; thence continuing
South 697'46° west 319.15 fee
t to an ion pin marking a point of curve; thencd continuin
along a curv* to the right 11.26 fe% said curve having g
� g a central angle �f [l0°5 6'06" a radiu s o
690.00 feet and a longchord bearin f
g
South 70°05'490'Nest 11.26 meet to an iron in mark a dint .
continuing
Forth 19°260$' west 5.00 feet to an Iran in marking a beginning .
continuingalong P S Point of ofcurvre; thence
ng a cures to tht right 651.28 feet, said curve having. a cintral angle g e of 54028!31* a
radius of 685.OD feet
and a long chord bearing
Forth 820111531P. West 627.02 feet to an ironin marki
continuin S P ng a pant of tangent; thenen
Forth 54057581* Wast 312.95 feet to an iron in marking a i
alonga curve P g POint of curve; thdnae� continuing
to the left 275.23 feet, said curve haven a central an le ° � •
315.4 feet a g g of 50 03 46�; a radius of
and a long chord b caring
North 79°59!30'rWest 256.56 feet to an iron ' a - - .
Sou o � � Pm g pa�.r�t of tangent, theme. continuing
South 74 58 37� Feat 15.34 feet to the POINT OF BEG
Gi
said parcel of land contains 191.94 acres mord or less.
iaz�ob14�s
'age 5
the above described parcels have a combined acreage of371.23 ac .
S res, more or less,
EXCEPT;
PARCEL I (Lot 2, Block I)
A parcel ofiand being a portion of the SW 1/4 and theNW 1! .
� ofSect�on 23, T..,1�.I'�'.,
B.M., Ada County, Idaho and more particularly do n'tkid as JbHows-
ommencing at a brass cap markin j, the Southwest corner0
of the said '
along the �Testerly boundary of the said SW 114 of Section 23 aid �eCttaT! 23, thence
North 00"20'40* East 324.83 feet to aoin said point being P � P e g the AL ]?OM OF`
BE
MNG; thence continuing k
North 00°20'44'x' East 575.37 feet #v adint-, thence
ennce
South 8903920" East 130.00 &et to a paint; thence
Forth 0002014010 East 100.00 fact to aoint; thence
i
North 89039120" west 130.00 fit to a point; thence
Forth 00020'40* East 634.56 feeto
t a point marldng the Wen. 1/4 comet of the said Section
23; thence along the westerly boundary of the s 'd lbw 114
North � a
n 29100 sqid
269.76 feet to an paint; thence leaven the '
° �' g said Westerly boundary S9
30 50 East 3 0.00 flet to an point; thence
South 090291100 Nest 269.72 feet to ac�iint- thencb
South 0 :.
P -
�°ZD 40'" Nest 240.08 Ret to a parent, the
Sauth:55cUOO East 230.80 f et to a oint; then
South � � point-
.. � .,
t 61 15 0l East 166.51 fmt to a paint, thine
South 69°40'3 S0 East 164.12 feet to apoint; thence •
South 78 04 07 East 165.12 feet to a aznt; thence
South 86 1'06m p - .
106 East 167.26 feet to a paint, thew •
Forth 89°55137' East 146.00 f0iet to a point; thence .
South 81040'05" East 107.13 feet to apoint; thence
South 68°322V East 110.08 feet to a point; thence
South 5501315011 East 110.08 feet to aaint; thence
p .
South 41 0552O' East 110.08 feet to a Dint; thence
South � point:,
t 28 36 501 East 110.08 feet to a point; thence
South 15* 18'20* East 110.08 feet to a point; thence
South 05°33'I8'0 East 336.96 deet to a Point tnar�n
elan a curve P g a point of beg'�nn�ng of curve.' thence .
g ry to the telt 239.05 feet, said curve having a central ef 3603 ' M
0I 45 , a radius of
;1i::
. O 18230014T7
375.00 feet and a long chord hearing , •
South 37038828'K west 235.05OAL
feet to a point inarldn the point of ending .
North 35009'43* g P ding of curve, thence
Nest 122.77 feet to a point; thence
Forth 46°1412" west 334.17 fact to a point; thence
North 56051'30" west 485.23 feet to a point, thence
No 90058"340* P
rthwest 220.10 feet to a point; thence
South 030001400 East 291.05 feet to a point marlin the oin
g p # of beguuung of curve; thence "
along a curve to the left 40.14 fees, said curve havingo p .
a cen tial angle �f46 oa as , a radius of 50.00 .
ftet and a long chord bearing
South 31 * 1649" west 39.07 feet to a int marking a aint o -
Po g p ofending of curve; thence
Forth 8104311 1 Nest 68.89 feet to a point; thence
South 00°4828" Nest 305.94 feet to a point; thence
South 1904545' East 174.02 f ett to a point; thence
South 20*37' 12" 'mast 531.07 fftt t6 apoint; thence i
'South 00°4828+ west 164.90 feat to a point- thence
South 75o594 P -
West 156.18 feet to a oir�t of curve• thence .
P � , e along�a cures to the right 36.43 r ,
Wsaid cur�p having a central angle of 104°21' 16" a r
o � � � , radius of20110 feet end a lard chord bearing
North t 1 049'08x West 31.60 feet to a point of g
o � p ending of curve; thence .
Forth 89 3970 Nest 30.00 *et to the POINT I GINNING,
ING,
said parcel of land contains 28.27 acres more or l
1
EXCEPT:
PARCEL H(Lot 4, Block 1) .
A parcel of land being a portion of the SW 114 of+.
Sectian 23, TAN, RAW., B.IVi., Ada
County, Idaho and snares particularly de�scnd as followar •
Commencing at a brass cap marking the Southwest coraer ofh '
t i said Section 23; thence
along tht WWterly boundary of the said SVS 114 of Sit
ion 23 .
North 00*20`40* Bast 40.00 feet to A point on the Northerly .
iii hvra 20- thence *- Y �g'ht-•af-way bn� of State
S Y along tin sa*d Northerly right-of-way line
South 890111321L Bast 69.54 feet to a point of beginning of cu ..
R� p S g rue, also said paint being the.
POINT �`rr, theta Vln the sold 'Northerly .. '
to �h� . S r y right of way line along a curve
t right 31.25 feet, said curvd having a centrala of 89*32' '� .
� 12 , a radius af20.110 feet cad a
long chord bea&g
C
5
�tmines
30
Pagd 7
North 44025'2&) West 28.17 feet to aent• oint of tan thence
North a0�0' � � tangent; e
40 Fast 177.61 f et to a point of curve,, thence alon a curve to the '
fit, said curare having a central o g' right 26.41
angle of 75 3 84411. a radius of 20.00 feet and a ton cho
North 3 $° 10'02w Last 24 8 rd hemng
.53 f'�et to a point oftangent; thence
Forth 75459`24" East 194.94 feet to a point; thence
South 85100674" Fast 300.82 fest to $oint; thence
North 52416'3 - �
7"' East 505,59 feat to a point; thence
South 76039'48" Last 691.47 feet to a oigt' thence
North 0004812810 East 789.24 feet to a point` thence
Worth 3 4°43'214 West 125.65 feet to a dint` thence
North 4341234" Wft 245.54 fe6t to a pint ofcvrve; thc�ncb alv
f� c
Saidcurvehavin � � ng a curve to the right 33.00
g a Cen#r al angle of 44°33 0 , 8 radius of 20.60 feet and along .
North 04°03`554 � g chord bearing
Last 29.35 feet to a point marking a osnt of compound
continuing cion s curve to the right � P nd curve, thence
g ght 172.48 feet, said curve having a central angle of 30°
radius of 325.00 Feet and a Ion$ chord beanng g 24 280 , a
North 6643245" East 170.47 fdd to a point marking a point
Nortf 81 °4 ' � - g � t of end�n� of curve; thence
4 53 Last 123.12 feet to a point of curve; thence aloe
ri central a g a curve to the right 25.30
feet, said curve having a q9te of a 1 °04' 18 *; a radius of 20.0'0 feet and a lora
South 57042590 Fast 6 g c hard hearing
2 .00 feet to a point of reverse curve- thence al n •
253.03 feet, said curvy having a central an e o � �., o g a Curve to left
. � vf23 0043 , a xadius of 630.00 feet and a long g chord
South 2904 1 111'* East 251.33 flet to aP gent; th�nc
oint oftan - .
South 40011'32*. Fast 62.5? feet to a int of curare•curve:-
feet, said p4 ,thence along a to the right 300.55 .
eet, said curve having a central angle of 4100" a radius °00'
., of 420.00 feet and a Tong chard bearin
South 19 4132' Fast 294.17 feet to a point of tangent;
South 0a°48' � thence
2g West 417.11 fief to a point; tioncd
South 02,008'24" midst 215.06 feet to ant; P oithence-
South 00°4 S f
`2rWest 120.00 fed to a point of curve- thence ala
feet, said curve Navin a central an l� � � ' � ng a curve to the right 75.54 .
g g of 90 00 0! a radius of 50.00 feet and a long chord bearing,
F ■
1823001479 -
Page 8
•
South 45048,28" west 70.71 het taxa dint of tangent on .
of Stat � p . !� the saidNortherly r�gl�t,�f•-wa Ione
State Ughway 20, thence along the said Northerly n .. - Y
y �ht-�of way fine
North 89011132*West 1926.96 feet to the POM OF B
01
said parcel of land contains 13.70 acs more or 1-
mss,
19XCEPT:
PARCEL M (Lot 78, Block I)
A parcel of land baing a portion of the South 1I2 of - •
faun �d Section �3f x.4�T.,1�.1�V., i3.1Wl., oda
ty, aha and more particularly described as follow3:
Carnmncing at 8 brass cap markingthe S�.uth 11
th���as 4 carnar._*�f the said Section 23; thence slcn
terly boundary of the SW 114 after said S ton 23 g
North 0 0102&41 u fast 40,27 feet to a point
I�To - P marking a pnint of heg�nnrng of curve on the
Northerly right-of-way nni& o Stats iii hwa 20 also ' •
BES - � Y
said Pont being tt REAS. P01WT 0E �
�, thence along the saidTortheI ri t�af-wa
y Y line along a CUM to the IrA 33.00
sand curve having a central angle ofoo°0 ' - het, ..
g 3 !8 , radius oF34337.48 fft and a ion chord
South 59°26 5 1 fast 33.00 g b°'anng
feet to a paint of ending of curve;
Northerl Y rx ht -of -w line thence a leaving the said
g sy
Narth 0002e41" East 1280.SS feet to a brass ca ,
� a � � P, thence
North 89 3313 west 33.00 Feet to an Iron pins, thence
North 00�5� P � � each
A I East 782.86 feet to an iron pin; thence
South 67°42'3 1' West 86.5 I feet to air�t marld
alonga curve . P "gap°�� of b��nnfns of curare; thence
to ihe. right 311.5 feet, said curve having a cen a � ,�
775.W feet and a on - g tral angle of 23 02 08 , e radius of
long Chard bearing
South 11004'23* Lust 3 09.49 to a Point of e t,
thenceSouth 00 02 41�
West 415.03 Feet toe int of curve;
53I.�f2 sand �rv� P� , thenen along a cures to the rrgi�t
�, having a cantral ang% of 90 1',4?` .�
bearin g , a radius of 3'�5.t1Q het and rdan�g chord
,.
South 45*3734'r west 532.01 feet to aQin o •
P t f tangent, thence
North 89° Z 1 `3r' west 95.3 feat to a Point of cu •
roe, �, � thence akng a cures to the lei 53.20
fee
said curve having a ventral angle of 101°36119* a radius f •
0 30.00 fit and along chord beanqg
South 40000`i3" west 46-50 fit to a int afx�w � ,, .
97.22 feet p° ��f thvnca slang a cum #o this nght
sa�rd curve having a central angle of 11°3618* a radius.
Acari o€480.00 feet and a long card
w
Y
ti
r
1823001480
r
page 9
;fes
a
South 0405941 R Bast 97.06 feet ta.a point of tangent; thence
South 00*48'28'�° _ S
west 417.11 feat to a pa=nt; thence
South 00'03 1 �8 *East 215.06 feet to it point, thence
South 00P4n8" Fest 120.00 feet to a point of curve thence Mon t � S a curve to the left 78.54 .
&94 said curve: having a eentral angle of90:s 00 �;a mdiu
sof 50.00 Feet and a iorkg r,hord bearing
x
South 44PI M Fwt 70.71 feet to a oint oft ent on i
Of + F � the said �Torth�.rly right-of-way Tina
State fghway 20, thence along the said Wordarl n t .
�� Y � way line
South $9 1112 East 324.46 feet to a point ofcurve; tbenCga
� f losig a curve to the Act 136.45
eet, said curve having a central angle of 4°13'400
o , radius of 34337,48 feet and long chord bearing
South 89*18!22P East 136x45 feet to the POS OF B
f
said parcel of land contains 13.27 acres more or lie
r ,
IEXtEPTy
•
PARCEL IV (Lot 53, ia]ock 1
A parcel of Land being a portion of the SW 114 - the 1 � .
+ B - � 14 of Section 23, T,4N., I.1W.
.NLO Ada COUnty, Idaho and mors particular) described as follows: ' .
Y
mrnencing at a brass cap marring the Southwest corner •
aloe the � � of the said Section 23; th�ncc
g Southerly bouhdary of the said Section 23 _
South 89*1132" Fast 2627.62 feet to a brass ca
S action 23; thence P mar ung the South 214 corner of the spud
NOrth 24*3570&'West 1100.58 fret to aint also sand of
SEG apoint,, point being the ��� �'CII� ���
G; thence
orth 89°113r west 131.03 fit to a ofcury • #hence •
�. - point. R e,, along a Curve to the right 34.22
ee% said curve having a central angle of 65'2l v51 Ir a radius of
� o us 30.00 feet and a long chord beart�ng
Orth 56030S7 west 32.40 # to $ point ofre�r� cure - t � - -
a , � hams along a curvy to the kil 1
137.09 fewt, said curv6 having a central angle of 1 2151' a radius .
d sus of 4 H 0.00 and a Iona chord
bearing
'North 32000137' west 136.63 fact to a oini oft � y the
North OD�1 � � �$ � nee
1 s 2 west 62.57 fat to a p aunt of curie; thence aloe a curve
feet, said curve ha a a � S to the nght 348.1 �
virg central MVje of35 0a 00", a radius of 570.80 feet and a la
North 22°4132" We ng chord big
West 342.50 feet to a point of thence
North 11°24'51"' weit 45.13 feet to a oin • then
ce
Forth 94048!28w Eag 271.85 feet to ap oint; tbence
i
L
�t
0
A0Z3001481
Pace 10
V
North 05° 11'3v West 162.61 feeLto a point; thence
North 1005945' West a 185.94 feet to a point- thence
North 20043'08'" (� 43� 08 'west 185.94 feet to a point; thence
North 300263 P West 185.94 flet to s point; thence
North 0° M F -' '
0 4 09 54 'west 185.94 feet to a point; thence
Forth 4953'17" West 155.94 feet to a point; thence
North 59057`2111 West 199.09 feet to $oint; thence
North 39"°0 P :•
�.'27 Nest 290.45 feet to a point on the Southerlyright-of.-way line '
Canal; thence elan the said Southerly_ '� y of Phys -
right -of vway line
North 69°3'x'46" East 92.95 feet to a point; thence leaving t said -
g � Southerly right-af_way line.
South 5 1'056'52" East 91.51 feat to apoint; thence
South 57016'23* East 65.75 feet to apoint-, thence
South 36*463611 East 70.27 feet to apoint; thence
North 88 0313 East 37.72 feet to a point; thence rt
South 65°29'04" East 32.65 feet to a point; thence
South 3:8054'13'f East 56.82, fet to a point; thence
South 23*09115'x'East 40.0tf feet to 0 pointmarkith+ point
•g a, n � p of central ang;e of02 beg=nnttg of curve; thcnCd
slang a curve to the right 19.05 felt, sand curve haven 021016125"v a radius 480,00
t and a tong chord bearing
Narth 67°5 9' 5 8" East 19.05 feet to a int of compound •
right 3 p p cure, thence along a cum to t1cu;�
g - 3.16 feet, said curve having a central of 94°59'19*' a '
bearing radius of 20.00 fejt and a song chord .
South 63022'10" East 29.43 flet to aent• oint of tan t
p • thenctangent; henC�:
South 15052110East 3.26 feat to a point; e
North 7 ° � p •
4 07 29�" East 40.00 f to a point; thenoe
North 15°5231" Wait 3.26 feet to a point of ourve; thence •
fit said - ° p t , , cncG cion$ a curve to the right 33.16
curve bavtng a central angle of 94 5919 ; 8 radius of Zoo •
o ,� . 0 feet and a long chord be�r�ng
Forth 31 37 08 East 29.49 fat to a Pint of compound •
. F p nd carve, th�nc� stung a curve to the
right 68.09 feet, said curve having a dmiral angle of 08°07'3 WWI S ', a radtua of 480.00 feet and,, Ion
hear ng S
North 83°10'37' East 68.03 feet to a point of tangent; thence
North 87'014'261 East 13.55 feet to a point; thence
South 16°01'4 4" East 223.99 feet to apoint; thence
South 25°41'5 V East 181.00 feet to a point; thence
South 39° '� p , '
47 32 East 1 80.43 feet to a point; thence
South 3403948" East 153.54 Meet to ap Pint• thence
1823001482
'age I I
South 33'0421234 East 105.62 feet t0 a point; thence
..
South 19020`07'* East 107.02 feet to a point; thence
South 04045"45° Eft 110.67 feat to a point; Chance •
South 00'*48'28" Fest 291.00 feet to a point; thence
South 89*11'32" East 301.94 feet to a point; thence
South 00°26'4 I " West 104.21 feet to adint of curvo• .
p ,thence slang a enure to the �t
512.57 feet, said curve hang a central ante of 90121'47 a radius of 3
be 5.00 feet and a long chord
wring
South 45°37 34*West 461.07 feet to the POW OF BEGINNING,
said parcel offand contains 12.26 acres, mora or less*:
EXCEPT:
x
PARCEL V (Lot 1, Block 2)SED; 8/30/94
z
A parcel of land being a portion of the NE 1/4 of Section 22 an `
end d a portions ofthe NW 1�4 . .
the IE 1/4 of Sfct;on 23, 3'.43 ., P#..IW., W. B.M. Ada County, �dabo and
de = � more part�cularty, .
s�bed as follows:
Cornmen*g at a brass cap muldng the iEast 1/4 corner of thesaid -
aid �Sect;o�t 22, thonee a3png
the Easterly boundary of the said NE 1/4 ofSection 22
North OG12VIO" East 561.53 feet to a paint on the Worthen ri ht- •
fan also sal ` � g of way i�� of 1'hlrli�a
A d pauit being the RYAL 1'01TT Off` DEQ
� h - G, thence along qhs said 1rTor�erly
g t -of -way line .
South 74°58137" West 374.09 feet to a point; th ee continuing
South 81�56'2�" west �#I l.5
1 f t to a pa -Mt of thence along a curare to the lea 1 •
feet, spud curve ha a ural a �, � 532
'� . � of 1 I � 5�3 , a radius of 1 Or65.00 f and � ton chord b o
South 76,0081501, west 214.96 ffet to S q
a point of thence continuing •
South 70°21' 19 w West 268.76 feet to a Dint of curve; i
. p ,thence aloe$ a curve to the right
121.71 feet said curve hawing a central angle o f 16°41'49" a rad"
beams } �s of �3 S.�o feet and a tong chord
South 78°22' 140 in t 121.31 feet to a int of tangent; thence .
�� � , � contIiiil�ng
South 8622310911 west 350.38 fft to a point; thence continuing
South 89*28'060 West 19535 feet to a int; thence cont in i
} point; ung
North 86 5812 west 73.05 feet to a ornt• thecae Jw .
linii of the Phylirs Canal
P � the said right -of -,ray
w ■
1
yy -
1823-00,1453
Page 12
North 00°4833' East 1778,52 feet ta•ap oint* thence
r .
South 89*
2012tt East 1955.42 feet to a paintI
on the said Eastetl .
1/4 y boundary of said NE
of Section 22; thence along tho said Easterly bounds of the said . .
,� Y �► ,., d � 1!4 of 22
South 00°2912 West 658.77 feet to � Dint marltin the leo
. P g rthv�est corner Of the South 1I2
ofsaid Nom' 114 of Section 23; thence along the Northerly boundary -
. g y Bary of the said South 312 of the }�
1/4 of Section 23
South 89*3 158" East 263 i.23 feet to a point Markin the North
1f2 of the NW 114 of Se g est cornu of the sand South
Section 23; thence along tht Easterly boundary of the said NW 114
North 0OP2041 * East 350.91 feet to aan ; thence
.
South 89°331 19ri � East 200.00 feet to a point,, thee
South 00°26' P - '
a,c
41 �t 300.00 feet to a point; thenck
South 89°33"19" East 72.98 feet to a point; thdnce _
Scuth 000264 1 " West 549.61 fiat to a point on the said North
Ph ills banal- th erly fight -of -way a of the
ence along t said Northerly Tight -of -way lime of the '
Hort � � � Y _ . Phyllis banal
Worth 87 22 26 West 130.70 feet to a pointe, thence continuing
_ South 85000'24* p g
. V&st 154.38 feet to a point; the continuing
South 74°1548' •
• 'west 86.56 feet to a point of curare; thence alonga
fee said curve having o M Cine to the left 153.13'.
g a central angle of 15 40 02 , a radius of 560,00 f
South 660251481' - - eel and a long chord hearing .
West 152.65 f to a point of tangent; then& continuin
South 585thence continuing
n • 47'' West 192.43 feet to a point; g .
p t, g
South 65°04`46' West 220.69 feet to a oint of curet• thence • .
fee said cu � ", along a curvy to the nBlZt 95.6t3
curve having a central angle of 12c26 55 , a radius of 440.[]0 f
South 7I ai 8' I ... feet and a long chord bearing
3 West 95.41 feet to a plbint of tangent; thence continuin •
South 77°31'41 " West 311.17 f6et to g
a point; thence continuing
South 74°42'14" West 180.62 feet to a int• thence continuing
South 69°37 � � � ing
46 'st 319.18 fit to a point of cum; thence alon a cu ,
feet, said curvy Navin a central angle " � roe to the right 1,1.26
g gl of 00 5e0fr", a radius of 690.00 fent and a ton chord be
South 70005149"+est 31.26 ��t to o' S bearing
continuing�r p int rnar�rrg a point of �ndang of curue; t��ce
North 190260$ 'west 5.00 feet to a point muldng a point of beenn-ng of curve thehce along.
a Gurvd to A right 651.28 feet, said cures haven a central angle ". •
fit and a len c S g of 54 Z8 31 , a radius of 68 .00
hard bearing
Forth 82° 11'53" 'Fest 627.02 feet to point of tan nt• thence
a a � � � e continuing
North 54 57'38 'west 312.95 feet to aioint ofurve• thence �v
ng a cures to the left 275.23
r
M1
M�
1823001484
Page 13
V1
feet, said cam having a central angle of 50'003'46 a radi - .
o � ,� .w w us of 315.Q� feat and a low chord �n
North 79 59 3� Fest 2f 5.56 fejt to a ornt of tan - g .
o p get; thence continuing
South 7� 5$ 37 Wtst 15,34 feet to the ]POINT OF BEGINNING
said parcel of land contabs 130.87 ■ores, more or lse-
9he total acreage for the parcel described above is
166.$6 acres, more or less.
S
�.
47a Ci
OF.
A.
.s
,r.
5,1
2
.•. .... ... • . s w
D E D
a ov
FOR . ALUE RECEIVED, Nancy L. liewit4 the Grantor, dosWsb•
and Co i aimsn Cy unto Sp�ng Limited Partnership, the �'mteewhom �..�, .
�. � a��s is
Strom Suite 205 Bowe idea°
M. 3 � , a of rrantor� s ngfit title and in*resin the rolocated In Adatuity, Matef Idahe end mare
......,�.. P �Y..
particularly described its cubit. "A!!,, -bhM T 0 F
r0tD and Incorporated herein by refer ,,
300JL4t�
DASD thi����day of � Z 994.
GRANTOR.,
RR
or.
NANCY HEWYTT
STATE OF IDAHO
)SS.
COUNTY OF ADA )
on this day of 1994, before mei the
undersrged 3�arPublic �n and for said Staft,o -
.. � Y a P� Nancy L. �e�vztt, knownoF identMed to az t to be the peon whose name is subscribed M the fore
acknowledged to xs�e � end and
ac
t�iat she: executed tj* sani&
SS DIF, i have bcreunta set hand and
the da and � certificates � affixed my official
Y Y� in this crate fart wave written.
.i- -
ti
w
Notary o Idaho
66 * r
� e
mission Fxpitese
10.&/.*
•`
M
-r i r
06
wive 0,
■
r
ter.
11
I
182�0(�14�5
R
� •a
r}!?
DES or( FOR
SPURIVING SUBDIVISION (NOWT -COL' COURSE pRop]ERTy)
A parcel of land being a portions or the 'Nest M and the SE II
�tW. Bari *� of Sons 23, �.��.,
., Ada County, Idaho and more particularly described as foll •
ikCommencing Y ows.
mencrng at a brass cap marking the Southwest corner of th6 said Section 23; theWesterlybounds • Section
th�cnee
ry ofth� said Sectrata 23
North 00'02&40* Past 40.00 few to an iron in on the Norther .
Highway p ._ Iy nghtroF��way line of Stag
20(F.A.P. No. IF -3021(5)),, also said Dint b fthig the REAS POINT OF NEGENMG;
erase continuing
North 0002V4V East 2594.75,, feet to a brass ca mirkin - .
Sectio � p g the west 1f4 corner of the sa���
Section 23; thence continuing
North 00029'tM East 457.75 Met to an Ironoin on the Southe lPleis anal- then _ r Y r�r�ht-of�way hue of the --
hY thence along the said Southerly right-of--wa Zine
North 7 ° - y
4 5857 * East 43.09 feet to an iron in marking a of .
aloe P � � g nt of cnr�e, thence eont�nuing
g a eurVe to the right 187.86 feet, said ourve haven a central ani r .
215.00 feet � - g S � of 50 03 4� � a radius of
d a long chord bearing
South 79°5930" EaA I91.94 feet to an ironim mariam a Dint of - .
arith 54�57'3S0 + g p tang�ht, thence conning
3 l 2.98 feet to an iron pin ids, a Qjnt of carve- thence .
along a curet to the left 746.36 P � enre cont���ng
. feet, said curve having a central an a of 54028`3I .
785.00 .. � , a rard�s of
feet and a long chord bea&S
South 920 11'53 A fast 7 18. 56 fact to an ironht marking ` �
p ng at pQ�nt of ending of cun�e• thence
confinding
North 19026[]8" west 10.0 few to an i
•w
182`3001417i
Page 2
Worth 5803YO -East 197.24 feet to iron �n m - -
alo - F arcing a pont 4fcurve, thence continurn
ng a curve to the right 129.89 feed, said curve havinga cen S
475.00 fee tial angle of � 5°40'02', a radius of
t and a long chord bearing ••
Forth 66°25"4V est 129.48 feet to an iron an - .
p ung $pont of tangent; thence continuing
Worth 74 l54r East 73.67 #`eft to an uon in on the g
of the said p Easterly boundary of the said w� 1�2
aid Sec�on 23; thexz� along the said Easterly bound
South �°2 ' � � , �
641 wast 2053.22 fit to an iron Pin; thence
South 89 1� �- � � �vtng the slid Easterly �undar�
°3319 East 33.00 f&t to a brassthenct cion
arallel with the Mid �Po , g a lin 33.{� het Easterly of and "
p aid Easterly boundary ofthe W 1/2 of Section 23
South x°26'4 i" west 1280.88 feet to an Iron in a t .
State � - � p n he said Northerly nghr-af-way line of
ghway 20, also aid point'marking a point of beginning .
3�Torih - p gi ng of curvy thence along the •��d
erty right-of-way way lM along a curare to the light 169 .
Of 40a 16'Sg1 $ .45 feet, ea�d carve having a central angle
A radius of 34337A8 feet and a long chord boo "ng S
7l�arth 8902W01" � S g
°20 01 west 169.45 feet to an iron pin i F<
continuing p rung a point of !engem= thence
g
North 890113 west 2491.26 flet to the POINT
OF BEGIONNING
Said parcel of land con#ains 179.24 sans more
I7;
A parcel ofland ung potions of Sections 22 an
Idaho a � d 23, T -4R, R.1W., BJW.. Ada County
and more particularly descr'so as follows:
Commencing at � brass cap marldn the Southwest - .
alon the w- - g, t corner Of Ad said Section 23, thence
g estnrly boundary of the Wid Section 23
North 00n0'406 East 2634.75 feet to ia brag& ca Ta ' - ■
23; thence continuin rr � S the West 114 of the said Section
North 00029'I0" East 561,53 feet to a tress ca
Ph Ili - p a n the ort#��■rly nit-oft�way line ofthe
7 s Canal, also said point WMS the REAL PoIW Off'
I I�h, thence ���$ the said
right -of -Way way 9118
South 74°5837" 'Fest 374.09 fret to an iron in' thence .
S th 8 Za 6 M P e cont�nuIng
�2 WW 411.51 to an iron pin mwldn a int of cure • •
along a curare to the Ial� 2 $ � e, thence cantu�uing
15.32 feet, sold cufvb having a central angle of 11°35'03 '
1065. feet - , a radius of
and a Long cord hang
South 76°08`5x" wtst 214.96 feet to sm iron�n marki-
continuin p ng a point of tangent; thince
1823001416
Wage 3
South 70021,19" West 268.76 ficet to an iron in marking a owt i •
along a - P P of curve- then- continu#ng .
g curve to the right 121'71 feet, said curve leaving a central '
an le of 160014 �
435.00 feet and a long chord � � � a radios of
o d bearing
South 78022' 14'm West 121.31 feet to an ironin marldn
continuing� g a point of tangent thence
South 8603'09' Fest 350.38 feet to an iron jAn; thence continuing
South 8908;06" Nest 195.35 r , . , S
feet to an iron pari, thence continuin
North 86058112@ West 73.05 - g
fejt to an iron p'm; thence continuing
North �°46331" � 17 .52 to ars Iron in ; t the Forth
ofth 1 - Northerly boundary of the South I/2
�4 of the IE 1/4 of d Simon 22; throe slo the said N
South $ r �' '� ortheriy boundary
9°2� 12 East t 955.42 f'Sft to are iron pin Marldn
g the Northeast corner of the said y�
South 1/2ofthe NE 114 ofthe NE 114 ofScction 22• thence aloe
� $ the said WeStOrly boundary of the
said Section 23
South 00090104 Wtst 658.77 RW to a point raarUn the
OHM P � Northwest Cotner of the South 112
the Iii 114 ofthd said Sectton 23; them along the
. g Northerly boundary of the sed South 1f2 of
the NW 1/4 of Section 23
South 89*31'5811, East 2631.23 feet to an iron in marldn the .
South 112 - � $ I�1'ort�ast cornet' ofthc said
of �` 114 of Section 23; thence along the �as#erl bvu '
Section 23 Y nday of the said NW 114 of
Forth W264 Y o, East 1316.57 feet to a brass ca marking
Sectio � g North 1!4 corner ofthe said
Section 23; thence along; th6North�y bound ofthe 114 o i
�, �Y ftl�e said Suri 23
South 89°52 9 - East 805.00 feet to � rrozi in on the South�rl ' ` -
Boise RivW- th n `� - . , � y original meander line of the
e a along the said Southerly vaginal meander line
South 01004'56" East 484.52 flet to an iron in! thence cant` � ' .
a � Py � inuing
South 17 45 5fr Fast 464.41 fact to an iron pin; thencd Continuing
South 84034156" � P, � t nu:n�
34 56 East 862.48 feet to an iron pIn; t cc continuing
South 340341561h East 331,72 -- tithence continuing
to an iron pin; ng
South 78004=560 East 497.58 feet to an iron pin; thanc6 contig
S6vth W04156e 15.76�
Tit to an iron pin on the F-asterly bounds oft said
t � NE 1!4
of Section 23- thence axon -
g he saM Eastaly boundary of the said NL 1t4 of Section 23
South 00.030351* WeX 282.23 feet to an iron in on the e#I� _ P ften Northerly right of way dine
of
ft Phyllis Canal; thence along tht bid exttdsd and Northerly right ght ofw y - eI oftF;
Canal p Wlrw
-
South W3601" West 924.35 feet to an iron a 4
pin,,,, thence con
s i db1ng
South 89042!01 West 651.80 feet to an iron ' � �� cosi
North 79° � pu4 _ continuing
$ jo - wen 94.86 deet to an iron g1n; thence contrnuin
g
1823001:419
Page 4
North 6601270" West 205.06 feet to aniron pin; thence eantinuin
8
Nardi ? °3�` �'
4 32 West 169.26 feet to an Iran pin; thence continuing
6� - -
South S7°1 i�
West l 86.90 feet to an iron pin; thence continuing
South 73058'51* 'Nest 133.78 feet to an iron ia; thence continuin
P 8
North 87°2224V West 188.28 feet to an iron pYn; thence contindw'
South $Sa�`24�' meat 1 - --$
54.38 f� to an uon Pin; thence continuing
South 74015'4 ` West 86.56 feet to an Iran in marks a point of curve.; - -- .
�, _ P � p e� thence continuing
along a curve to the lLift 153.13 feet, said curve having a antral angle of I SO40'02*
56 560.00 feet , a radios of
feet and a long chard bearing
South 66025149'-4 8� Nest 152.65 feet to an Non pin
�a point of tangent;
thencecontinuing
South 58°35471` West 192.43 feet to an iron in; thence catttinUin ..
01 South 65'04'461 'west 220.69 fact to an iron pin marUng a point of curve• th continuing
elan � curve - p � cant�nuzng
g e to the right 95.60 feet, said cage having a central angle of 12°26`55" a
_ � radius of
440.00 feet and a long chord bfa&g
South 71018'13* Fest 95.1 feet to an iron put mkMnjj a point of tangent; tbenco confintimSSouth 7703 i41 * west 311.17 feet to an iron p -n,
thence continuing
South 74'042114% West 180.62 feet to an kora in; thence continuing
oudr%9°3746 WW 319.18 feet to an iron un roar .
P g a paint of curve, thence cantmumg
along a curve to thk right 11.26 feat; said curare having a cent a �j�1
.. g central angle of D 56 V V , a radius of
690.00 flet and a long chord be-mng
South 70°05`49" West 11.26 feet to an iron in manna pint of -
. P g F ending of curve; then
continuing
North 19026 0891 Nest 5.00 feet to an hart On marlin dint of h '
g a p eenning of curve, thenca�.
continuing along a curve to the right 651.28 feet Mud curve having a ural angle of 54128'3 1 a
radius of 6115.06 Feet and a long chord bearing ,
North 8201115311 West 627.02 feat to ars iron�g in marks a of
continuing
p point of tangents then
North 54057380 West 312.98 feet to an iron V1 "tarsi" a Point of � '
� s 8 p curare, thence cant�nutng
along a curve to the left 275.2.3 feet, said cum haven a Central angle ; a
* U g e of 5��3 46 , a �d�us of
315.00 feet and � long chore! Waring
North 79°593010 West 266.56 feet to an 1wn pin m a point oft .
� � �i�t! thence Cont3l'�rl
South 74'05837*West 15.34 feet t �
a the P��� �F ������,
said parcel of land contains 191.94 acres, more or less.
18230014z0
page 5
the above described parcels have a combined acreage of 37
� 371-23 ages, more or fess,
EXCEPT:
PARCEL I-
(loot 2s Block 1)
A pard of land being a portion ofthe SST 114 and theNW.
1/4 of Section 23, TAN, �.1W. .
B. ., Ada County, Idaho and mots particularly descn'bed a '
p y s follows:
Commencing at a brass cap marldn the Southwest -
g - t corner of the said Sept;on z3; thence
along the Westerly boundary of said SW 114 of5 io
ecf n 23
worth 00020'40m East 3?4.83 fact to a point, said paint b'.
B�G�ENG- � - � P Bang the R�A111'�Il1I3' off'
thence continuing
; North 00102'40" East 1575.37 feet to aosnt• thence:
South S p-
9°392DM East 130.00 feet to a point; thence
North 00,02(Y4010 East 100.00 feet to a amt; thence
North 89°33'x(' wast I30.00 fret to a bora- Mice
North � P -
Q4CI*F4st 634.56 feet to a point rnar%n the west •
23, them I g I14 corner of aid �Ecttau
along the iWsterly boundary of the said NW 114
North 0aW10" East 263.76 Fejt to an point; thence leaving .
South 8 � " P- + � _ ung the said westerly boundary
*3050 East 30.00 feet to an point, thence
Sough 00*2W I V west 269.72 feet to aoint; thence
South 000201400 P .
West 240.08 feet to a point; thence
South 55024'150 East 230.80 feat to a point; thence
South 11 " p '
15 01 East 166-51 feet to a point; thence
South 6914038" East 164.12 feet to a point; thence
South 7SQ04' � P -
�!7 East 165.12 feet to a point, thagce
South 96*3 110611 East 167.26 feet to aoint; thence
la � -
North 89°55`37 East 146.00 feet to aP oint; thence
South S 1 *4 VO5% East 107.13 f to a point; thence
South 68132'20'"; p -
°32=20 East 11 X3.08 feet to a point; thenca
South 55013'500 East 110.08 feet, to a' oint; thence
o p -
South 41 5 57441 East 110.08 feet to a point; theneB
South 2903615001 p - .
East I 10.08 feet to a point; thence
South 15°18'20'p East 110.08 feet to a point-. thence
SouthBeF - ' -
t 05 33 I 8 East 336.96 feet #o a point marking a point of beginning .
slang a curve to the left 239.08 � p nrur�8 of curtir�, thvice
-0 feet, said curv8 having a cammi angle of 35°31'45" a radius drus of
18230014ZI
papp
375.00 fact and a Ions chord beanng
South 3703 8'28'c west 2.3 5.15 feet to a oint marlin the .
North 35°0 ' �� - P . g pont of of cures; thence
43 Nest 122.77 feet to a point; thence •
North 46'01432" 'Fest 334.17 feet to a point; thence
I11ort 5605113W
h 56a513W west 485.23 feet to a point; thence
lhlort � P '
h 80 58'3 west 220.10 feet to a point; thence
South 03"W40" 291,05 feet to avin r
p t marking the point of beginning of curve; thence
along a curve to the left 40.14 feet g � angle af4�°0�0 ; a radius of 50,E
said curve having a cent '
feat and a long chord beanng
.
South 3101 &49` West 39.07 feet to $ point mwMn a point .
�V North $1°43' � p _ � g p ofend�ng of curve; ihanve .
1 I West 69-89 feft to a porn#; thence
South 00048,28" west 305.94 feat to a oint- thence
South 19*45451 East 174.02 feet to aoint• thence
South 20°37'1" west 531.07 fP
t to a point; thence .
South 00°48128" Nest 164.90 feet to a oin • thence • - .
� � point;
South 75 59'24 West 155.18 eet to a int ofct� g; - -
� , t�ce along a curve to thte light 36.43
few said ct We have a central angle of 104021116*, radius
OO p �' •
� t � r � rad�uS of20.� feet and a fang chord bearing
North 51 49 08 wftt 31.60 feet to a point oftndi of g .
North 89'039700 p curve; thence -
°3970 weat 30.00 fett to the ]POINT OF GINNING,
said parcel of land contains 28.27 acres, more or less,
]EXCEPT.
PARCEL Y[(.ot 4, $li)cl 1)
.r
parcel of bnd being a portion of the SW ll4 of Section 23 .
faun Idaho and nor - � �`.4N.� 1t.1.,1�.11�'., Ada
c particularly d�esen` -ed as follows:
Commencing at a brass cap rnardng the 5outhweg co - .
slon the i� eri � corner of the said Section 23; thence
g y boundary of said SW 1/4 of Sfttion 23
North 00°24'40" East40.00 feet to a oiat ars tha 3�a .
wa 20- t a - P rtherly light -of -way line of Sra
y h nce along the said Northerly right-opwa lire
South 8901 1�2� East - x
as 59.84 Feet to a point of beginning of curare also said r
RFA�. �Oi' OF �� i . point bang the
thence leaving #ha Old right-of-way
to the right 3I - Y bne along a curvy
.25 feet, sa;d curhaving a ventral angle of 89°3x12"
long chord beating
. � , a radius of�o.�o feet and a
Ir 1
i'8'23Q01422
is
Page 7
North 44125'26P West 28.17 fret t.Q aoint of tangent; h
P: g , t ecce
worth (Y40Easx 277.61 feet to a pont of curve- thence cion '
fee said curve � ,� . ' g a curvy to the fight 26.41
having a central angle of 75°38 44 a radius of 20.00 feen
North ° , �•� t d a long chord hag
ort 3 S 14 O2 East 24.53 feet to a poiInt oftangent; theme
'Forth 7505924' East 194.94 feet to a point; thtnee
South 85*06'24' East 300.82 !fit to a point; thane
Forth 82016'37P F.,cw 505.59 feet to a paint; thence
South 76°39'48" East 632.47 fest to a point; thence
o
North 00 4r28* p f
Fast 789,24 feet to a paint; thence
North 34°43121w 'west 125.66 fbet to a cant, thence
Forth 43°12 � P
4 WESL 245.54 het to a point of curVe; thtnce aloe a curve to th
f�e� said curvy hav�in a cen � � - � � right 33.��
g tial angle of 94*33 00 1 a radius of 20.00 feet and a ton .
North 04°a3'S5�' E - g chord be�ar��g
East 29.38 feel to a point marking a point of compound curve;
continuingalong a curve to the ' - p 'thence
B ABU 172.45 feet, said curve having a central arigle of 30'024'28*
radius of 325.00 fest and a long chord bearing , a
F North 66°32145" East 170.47 fret to a point marking a of .
P g point of ending of curve, thence
North 810441S3" East 123.12"to a int of curve` theece -
said curve ° • � along a curve to the tight 28.3 �
ft cu a having a centrai angle of 81 0418" a rads of a bearing 57"42'58" , � u� 2 .�� feet and a Zang chard 1�sanng
42 58 East 26.aa feet to a point of reftne curve- thence •
�3.03 f said curvy havin � hong a curve to
g a central angle of 23 *W43 ; a radius of 630.00 feet
bearing and a fang chard
South 28041,11 P East 251.33 fcct to a paint of tanen ` thenck
South 40°1 S t'
132 East 62.57 feet to a t of curve; thence ala a c -
fe@�, Said curve hSVin � [:Qlitra� a i �, � Ll1"�ii� to the right 3 d�.5
S anPjs of 41 a$ � , a radius of 420.00 Teet and a loo chord
South 19P41'3r East 294.17 fee g beanr�g
t to a pmt of tangent; thence
Scwth 000482V West 417.11 feet to aint• thence
South 021082�
' Wtst 215.06 feet to a point; thence
South W48'2#" West 120.00 feet to a point of cure thence 4htSaid � a���.�'a��Ii� a CUrYe to the' 78.54f
� curve having a central angle of 9� oW o� , a radius of 50.00 feet an •
d a Ions chord bearing
1823001423
Page 8
South 45x4828"' west 70.71 fed to.aoint ent of ten on the P � t � said Northerly right -a f�way l�r�e
of
State. �ghway 20, thence along the said Northerly .
o ght�vf_ way lnae
Forth 99 t t'3 a y r� Fest 1925.95 felt to the r4T OF BES
said parcel of Iand contains 19.70 acres, more or less
f
=XCEPT:
PARCEL DI (Lot 78, Biock !)
A parcel of land being a portion of the South 312 of Section
23, TAN., R.1�., B moi., Ada
County, Idaho and mOrt particularly doscnbod as follows: .
Caaur�nG�ng at a grass cap n1arW49 the South 114 � € seid
the Easterlyb�ur�d _ .. , .. o �e said Stct�on 23; thence along
ary o€the SW 114 of the said Uction 23
North 00°25'41" East 4.27 het to � int .n
Po 'iii g a gvtnt of b�rginntng of curve on the
Northerly right -off -way line of State � hwa Z� also a .
Bg Y said paint being the �A� P�Il�T ��
EG; thence along the said �or�herl ri
. y ght�of way fine along a curve to the left 33.
said curve having a central angle of00°031- feet,
1$ , a radius of 34337.45 feet and a I
South 89�6'S1'� East 33.�Q Ong chord bearing
feet to a point of ending of curve; thence
Northerly light-oof..waY line leaving db
sajd
North 00°2&41' East 1280.88 feat to a brass cap; thpnce
North 89*33'13'-1West 33.00 Feet to an iron in• b to
ce
North 0O 41M P , tEast 782.85 feet to an iron'm.
p : thence
South 670421111 Wit $5.5 1 *et t a pint nr�
along a - aid p Zang a point of beginning of curvy thence
g curve to the right 311.59 feet, aid curve havingc 6ntral an ° � �
775.00 feet and 'a Ion - a e of 23 X28 a rad• sus of
g chard beanng ,
South 11 *0423' East 309.49 to a point of tangent; South � � p _ ge , thence
ODc2 41 West 415,03 feet to a point of cure- the i
591A2 feet; sand curve havin r ,� �, f n� along a curve to the night
S a cent== angle of 90°2I 47 , a radius o 375.00 fact and along 8 chord
South 45 Se West 532.01 feet to aant of tangent-,
�Tor#h 89Q11 p g t; ther�c�
`32" West 95.03 feet to a point of curve-, thence
�` said cute along a r�r�e to the l� S3,�o
e having a centraal angle Of 101351 a radius -
So ° a � t s of 3�.� fc�t and slang chard beetin
South 4 O'19 Wftt 45.50 fit, to -.a POW of � curv+� � i g
97 feet said curve , tlnae eve to the light
.� � having a central angle of 1 i°3s 8"
1 , a nudius of480.0D Chet and along ung g chord
I,
i
1
1 {
11,
V
}moi
1823001424
Page 9
South 04059'41 "'East 97.06 feet taxa Point of tangent; thence
South 00048!29* west 417.11 feet to ahint' theme
South 0Oc3 1!28* East 215.06 Feet to a paint, thmet,
South 0OP48288 west 120.00 feet to a point of cur thence
fact said - 4 P " along a CUM to the left 78.54 .
curve having a central angle Of 90 Q0 O0 , a rirdius of 50.00 feet an _
South 441 t�2" d a ling chard boanr�g
Fast ?'0,71 feet to a poi of tangmt on the said Northed .
Of State ffiova 20- then � X nght-af-way I:�
Y thence along the said Forth right-of-way
.y i � hoe
South BSPI 132 �t 324.46 feet to a point of curve; th n
� mid
� � r , e � along 8 curve to t* left
136.45
d cine having a central angle of #x+°13 400 a radius of 34
337.48 foot and rang chord baan�
South 89° 1822" Fast 136.45 feet to th& p0M OF ]B]EIRMMG
Mid parcel of land contains 13.27 acres mare or les .
s`
:M
EXCEPT: .
#
PARCEL 1FV (.at 53, Biook 1)
1�1
A parml of Iad being a portion of the SW II4 and the
�.1rr�. . � NW 1I4 of Section 23, T.41�., R. lam'.,
Ack County, Idaho and more particular) descnbed as folt oCarnm� y ows.
ttcng at a brass Cap marking the Southwest corner of the Sect*
on the Souther) bau said SoCt�ar� 23; thenr�
Southerly rWary of the said Section 23
South 89*11!3r East 2627,62 feet to a brass ca rnaddn said
23- p S the Sot h 1I4 corner of the said
th�Ce
Worth 2003526s W*st 1100-58 fact #o a in ais¢ said
B� p'° � paint hetng the REAL POINT 0�
; thence
Noah 89PI 132" wit I31.�3 feet to a irit of curve• -
f � 1 l� , tl�rire along a curve to the nght 34.3.2
ed, said curve having a central angle of 6502)151" I radius of 34.00 feet and a long mord . hOann
Worth 56c3 037 ff Wes 32.4 O f to a point ofreverse g
. F s� q�rve; thtnr.� along a curves to the 1�
I37.t?9 feet: �d curve having a cent�at a � of 1 d� �5
. ' 1 1 f it radius of 484.00 feet and a lan chord
and
North 3290017' west 136.63 &d to a aint of tats
,� p g�Y; thence
Worth 44�I 1 �2 wast 62.57 feet to aotnt of �rlve- � -
P , them alar a curve to the n�ht 348.19
�, sard cine having a central angle of 35000�00'� a
, radius of 570.00 feet and a long chord h�
Worth 2r41320 point p west 342.80 feet to a oftarent; the
8
North 11024'5 p
west 46.13 feet to a o*Mt+- hence
North 840457811 East 271.85 feet tono1 • thence
P �
1823001425
Pago 10
North 05021`32" West 162.61 too apoint; thence
North 10"59'450 West 18:5.94 fiat to it paint; thence
Forth 20°43'080'West 185.94 fd'et to a point; thence
Forth 30".6'31'' West 185.94 feet to a point; thence
North 40049'541""Vost 185.94 feat to a point; thence
North 49a53117"N 'Fest 185.94 feet to a jnt; there
�r
North 590572P West 199.09 feet to a point; thence
North 39002270'West 290.45 deet to a point vn the Southerly
lice of the Phyffis
Canal; thence along the said Southerly dIght-oPway fine
North 69'037461*Fit 92.95 feet to a point; thence Ica ` the saaid Southerly n
� � �' t-Ofline.
South 5 105&52" East. 91.51 feet to a point; thence
South 57°16'.31' East 66.76 feet to a point; thence
South 36°4636" East 70.27 kat to a point; thence 76 z
North 88003'13" East 37.72 feet to a point; thence
South 65029'04" East 32.65 feet to a point; the
South 381054'130 East 56.82 fleet to a point; thence Fy
South 23 °08`15' East 40.00 flet to a point markirt the point of h .
� p egtnn�ng of curve; thence
along a Curve to the right 19.05 feet, card curve having a central angle of 02° 16`25�d a
st and S 3Pxadtus �480.�0
fe
a long chord bearing
Forth 67°59'58'' East 19.05 feettO a *Int of corn and t1� � curve- � Iienoo along a curve to they
right 33.16 feet, said curve having a Central of 94°59'19" a radius of 2D 00
bin � flet and a long chord
g
South 63°22' 10" East 29.49 fbet to a point of tangent; thence
South 15'*5231 '� - -
52 t East 3.26 fejt to a point; thence
North 74°O7"29" East 40.04 feet to a point; thence .
Forth 15°52'31" Fest 3.26 fee to a point of curve- thence aloe a � .
f said curve a ,� g curve to the might 33.16
cu having a Central angle of 94 5919 , a radius of 20.00 feet
d a long chord baanrg
North 31*37081 East 29.49 feet to a olnt ofcani compound curs
• p P ei theme along a curve to the
right 68.09 feet, said curve having a central angle of OVOTJ 8t a radius us of480.04 feet and a Iorig
chord bearing
North 83°10'37"' East 68.03 feet to a po'snt of tang ant, thence
i
North 87'014"26t- East 13.55 feet to a point; thence
South 16001'40" East 223.99 fUlt to a point; thence .
South 25°41159" Fast 181.00 fed to a point; thence
South 39*4732* East 180.43 feat to a point; tlrtc .
South 340391490 East 153.54 fit to a paint; thence _
r
South 330427` East 105.62 feet to a point; thence
South 191020'07-0 East 107-02 feet to a point; thence
South 04°45'451 ]East 110.67 feet to it point; thence •
SDoth 00°48s2r WDSt 291.00 feet to a point; thence
'South 89°1112q East 301.94 feet to a point; thence
South 00026'41 " west 104.21 feat to a point of curve; thence alonga curve o -
512.57 said � t the right
curve having a central angle of 90021'47. a radius of 325
h � .00 feet and a long chord
bearing
South 45x37'3jr West 461.07 feet to the POINT OF BIEGDMWGt
said parcel ofiand contains 12.26 acres, more oeless,
EX PTO"
�a
PARCEL V t 1, Block 2)(nvinn; 5130/94
4 .
A parcel of land being a portion of the NE 114 of Section 22 and`
a portions of the NW 1t4
- and the ISE 114 of Section 23, T -4N., X I W., BM., Ada CountyIdaho -
descs ihed as folio s o and mord paWicularly
Conrftckg at a brace cap marking the 114 comer of the said i
Secttpn 22; #hence along
theaid
Easterly boundary of the said NB 1/4 of Section 22
North 00'291I0* fast 561.53 feo to a point on the WMherl n ht -o
1� g f way line ofthe Phyll:s
Cana% also d paint being the REAL POINT Off' BLS .
said �, thence slang the said Northerly
right-of-way line
South 7405837' West 374.09 fest to a point; thence continuing
South S 10562210 �t 411.51 f : . -
to a paint of curve; thence along it curve to the teff 215.32
feet, said curve having a central ante of 11X5'03 4 * radius of 1065.00 few and a long chard bearing
South 76°0815414 West 21456 fwt to q' point of tangent; tiwnce cos
South ' S � tinuing
?0� 119 west 265.76 feet to a point ofcurve; theme along
121.71 sad g e cucire to the right
k curve laving a ting angle of 16 0149-, a radius of 435.00 f
Dann acrd a long chord �
South 78 X2'14 % West 121.31 fwt to a point of tang ent* thence
. e g continuing
South 860231090west 350.38 feet to a paint; thence contln�ui
South $9°25`06 West ?�
st 195.33 &vt to a point; thence continuing
North 86a5331r- NWst 73.05 feet to a out; thence leaving .: P � g the said Northerly nght-of-way
of the Phyllis Canal -
:M 4
1&23001427
Page 12
North 00°4031' East 1778.52 feet to a point; thence
South 59'24'220 East I955.42 feet to a paint an the saidaaterl .
114 y boundary of said NE
Of Section 22; thence along the said Fasten bound ofthe � id - .
Y � � � I14 of Section 22
South 00023'12'" Wdst 65$.77 feet to It clnt marldn the Northwest
of p � rt west corner afthe South ��
said I I M of meson 23; the along the Nullified bounds •
114 of Smion 23
g Y boundary of Ih� said South tf2 afthc�y'-
South 84°31'58 2631.23 feet tQ aint rnarEn the No
� g rtheast Garner of the sand South
1/2 of the I 114 of Section
23, thence al'.ong the Easterly bounday of the said NW 114
afth 04°2&41" East 350.91 feet to apoint; thence F
South 89 3319 Fast 200.OD feet to apoint,; thence
South 000261141 wIWwt i n Qn felt � �-
SOUIh 89 °33"19"'East 72.98 feet to h dint- thence
Scut% D0°26' • f6it g -' -
4 'est 549.61 fait to a point an the said Worthen light -of -wily
Ph ills �anal� Y hne of the
Ir , thW)Cd along the Said Northerly fight-of-wa � of P i�'
North 87 Y by is �ana1
2760 Fest 130.74 feet to a point, thence continutn
:•: South $5 00024 'k West 154 - g
.3 8 feet to a point, thence continuing �
South 74*IY48*Wiest 86.56 feet to a pdtnt of cu vwIhe�nce _
fft .laid curve o el ong a curve to the i� 153.13..
cu a having a center aim of 15 4 W a2,$ radius of 564 � .
M . 01`eet and a long chord bearing .
South 66025 48 W t 152.65 feet tag of of tan t� Ihen
South 58 �{ p , tangEnt; ce eont�nuing .
X35 47 West 192.43 feet to a point; thence continuing
South 65°09'46* Fest 22.69 - �
f to a point of curare; fhb along a curve to the A t 95.60
feet„ said curve haven a Arai an � � . Sh
gk of 12°26 55 , a radius of 440.40 feet and a longchord
South 71x18'13"Wbrig
est 95.41 feet to a point of -tangent; thence continuing
South 77031"41u West 311.17ft to a ga-
tnt; thencx continuing
South 74a4T 140 rest 184.62 fact to acontinu' hint- thanM
" continuing
South 6n?46a West 319.15 feet to $ of curve' theme
• - .. � along a curve to the fight 11.26 ft said curve having a eentrat angle of x01256'06 a nsdius of 69t! 00
a � , r . f �e�ct and a tong chord bearing
South 70 45 49- rest 11.26 foe to a point marking a point
continuing
P g p fit of ending of c�uve� thence
North Z 9*26'0Sp west S.CIO few to a paint markhS aint of
e ri ht 65 - Pd ng ofcurve, thence along
a curve to th
A& 1.25 feet, said curve having a central ante of 54°253I'a radius us of 685.00feet and a Ion chord bilng
_
North 82411'53"I Wast 627.02 feet to a dint of tan t' thence -
� a F continuing
Forth 54 57;38 West 312.98 feel tog POW of �'
� � thence slang a curve to the left 275.23
.-
1
428
]Page 13
■
1, i 5 long chord
Worth 0 266.56 tO 8 Mkt Of t' thtnce continuingSouth 74058370 Wat 15.34 fed .
to #
'd parcel offand contw^ns 130.87
lessa
(TIte total a0reage for the Parcel descEl"'d BbOV& is 166,86 11=4 more or less.)
�r
40
IRAY
m !IT
■
•
•
All
f
r
r ry ■
s
ti m.,
•
m .
. .
+ a
i i s
. s
4;•
FF s
A
� m
•
■
� V s
■
° a B
•
•
RIP
- -
.: —i Z
�•. i • . • ;.r
.1 V err • i
D"ME D ... ........:•.3
FOR V - �.� .
ALOE RECEWED, Janes M. Darns, the Grantor, dges
and conte unto Spurwing Lum"ted partmrs l : y'NOgam' I
p, the Grantee, who a�dd�''is ri"4th
Stream Suite 205, Boise, Idaho 83702, all of Curator's right,
. title a�urterest in the real nop�y.
Ionated in Ada County, State of Idaho and - - - :--------- ....._ ....�_
• .. , . more particularly descr ; in Exhibit "A..anadlWd
hereto and incorporated hcrcin by reference,
DATED ti day o f ON 1494. ISZ3001429
GRANTOR:
7P. a"7
K HAMS
N
STAT&OF IDAHO ,
)SS.
COUNTY OF ADA )
.
On flus Vft' da of -
Y 1994, before me, the
und�sig�d Homey public in and for said State,Hall a eared
id�nt�ed to me to be the�° Y � Jane M. Hams, known or
person whose name is subscribed in the foregoing ' t, and
acknowledged to me that she executed the same.
IN SS WHEREOF, I have hereunto set m hand and aff
sem, the day and m c this y axed my official
A.T C n t I'St above wiltten■
• ` No f I
.. LWnommission Expires:
t.
■ w f
F
•
,-i
W.
3�
•
r
:L&Z3001460
■ s
{
•
i1RWING SUBDMSION (NON -GOLF COURSE PRCPER
TY) -
A parcel of land bung a portions of the west 112 and the SB 114 of Sections 23 TAN.
IL 1W.V .M., Ada County, Idaho aid more particularly descnIrA as Mows: IT
Commencing at a brass cap rnng tai Southwest corner of the: said Section 23• thMeA
along the westerly boundary ofthe said Section 23 ac
Forth 00°2940" Bast 40.00 feet to an iron pin an *VN ' ht
��y ng-of--wa y lank of State
frighway O(R-A.RP. leo. F-3021(5)), also said paint being the dIEADPO NT OF BES
thence continuing M. 22 .
Forth 00020'40*'Bast 2594.75 Ret to a bass cap marld the west 1/4 corner
Section 23; thenaacontinuing �.
g of the mud
Forth 00°29' 10" Bast 457.75 feet to an iron pin on the S outhe l right-of-way .
Ph lus Y g y brie of
y Canal; thence Siong the said Southerly right-of-way lines
-�
North 74°593Bast 41b9 *d to an iron pin marking a point of thence cortin
atop a curve t � � - � P ung
g o o the right 187.8feet, said curve having a central °
g al angle of 50 03 46, a radius of
215.00 feet and a long chord bearing
South 79PMOR Bast 181.94 feet to an iron pin imarlan� a point of tangent; then .
Q a g ce cant�nuing
South 54 57'38 �t 312.95 fit to an iron pain marWng a poitnt of crve■ thence cant-nu-i
ng .
along a curve to the 1sf1746.36 feet, said curve havinga central angle of 54`28'3
7 gl Y , a radius of
85.00 feet and a tong chord bearing
South 82° 1 V53" Bast 718-56 feat to an iron pin markin a point o f ending a -
� P g f curve, trace
continuing
North 19°2608" rest 10.00 feet to an iron pin marld int of be innin of - .
- � S g cu rve, t�e�nce
eDr�tinllir��* along & Cul"V� to the l� 12.55 SStd C�I1�11� ha�n S central angle of ��� � �s
g 5 05 , a radius
of 775.00 fejt and a long chard bearing
North 70'°05'49" Bast 12-65 feet to an iron pin maddng a point of tangent- them continuing
North nuingNorth 69°3745M
Bast 315.41 feet to an iron pin; thencd continuln
Forth 74°42'14` East - S
174.75 feet to an iron pig thence continuing .
North 77031'411 'Fast 3aP.07 feet to an iron pin marking a oint of curve; thencecontinuing.
elan a cures to the Ie - p
g ft 114.07 fee k said curve having a central angle of 12°26 59, a radius of
525.00 fedt and a long chord bearing
Forth 7101 W 13 0 Fast 113.84 feet to an iron pin Maridn a int oft ��,��**• th ..
O ! ■ ifin;
_g��`''�onceNorth 65 04 46 East 225.50 feet to an ron th+
E Vi LIA
All -T
R
•
,;%I
F.;,
I'D
w
4
Wage 2 r
North 58'235'47" fast 197.24 feet t"n iron in marlin a ax orcurve;.
alar a curve o P g p nt curve, thence conte ujng
$ t th@ rrgh 129.89 Met, said curare having a central an [e of � '�
475.6 feet and � 8 1S 4� �� , a radius of
a long chord bang ..
North 6602Y48'`
1.,,W 129.48 feet to an iron pin marking a point of tangent; thence cont'n '
Worth 74 ° 15`48' fast 73.67 feet to g � t uu�g
an Iron pin on the Easterly houndary of the said west 112
of the said Section 23; thence along the said &sterl bound
South � '�� Y K �
6 41 west 2053.22 fed! to aniron pthen ce leavingthe said �.
South 89'33'19' a d East�crlyaundery
fast 33.00 feet to a brass cat], thence aloe a fine 33.00 fact s
silex with the said g t t�c1y ofa�
Pte` d Easterly boundary of the W 112 of S ion 23
South 00*2641" west 1280.88 feet to an iron in on the •
Stain h � � - F said Northerly nght-cf-way �ne of
8 fvay 20, also said pairtr�rki a Obint df bi - � .%
�;
gs no of curve, thencalon tie i
Northerly right-of-way line alae a curve g d
t y S iv the right 163.45 feet, said curve having a central w1le
ofl1� 16 5S , a radius of34337.48 f i S
�. and a long chard nog t(
North 89029010 west 163.45 feat to an ironin marking -
ContinuingF ng a pont of tangent, then
North 83° 11' r west 2431.26 feet to the POS OF B
0
said parcel of land contains 139.24 acres, morii or fess.
AND:
A parcel of land being portions of Sections 2 and 23
Idaho , TAN., IL I w,, B M., Ada County,
a o and rnofe particularly descrn-6�ed as follows: t3►�
Commencing ata brass cap marlcin the Southwest corner '
also he of the ea�d Section 23, theme ,
g t westerly boundary ofthe said Section 23
North0002V40" . fast 234,75 � to a brass cap mar�ng the west 114 of the said Se�ivs�
23, thence continuing
North 0002911010 East 561.53 feet to a brass ca on the Norther .
Phyllis - P 1y �1�ht-of�.'Way ltd of the
y Canal, also said pont being the IMA L iporNT OF
ISEGG, thence slang the said
Northerly right-of-way fine
South 74°5$37* Nest 374.09 feet to an iron ' ♦ thence con
S � � +�s n'l�lrWint
� lnuf ng -
South 81"5622west 411.51 feet to all irDl�
pin g of curve; thence contIndmS
along a curve to tht left 215.32 fact, said curvy having 1 M
1065 ,,00 g a Centrax angle of 1 Z�5 03 , s radius of
feet and a long Nord bearing
South 76*08150" west 214.96 feet to an ironin =ddn
continuin P g a Pont of tange,At; th�ce .
g
Ni
M
M
t�
rag •
yy 'f�
Id
ON
1823001432
Page 3 ;
w
South 70021'190, west 265.76 feet to an iron Vin marlin a point of cure
aloe a curvy to .. F S P e, thence contsr��r� .
S the nght 121.71 feet, said curare having a central angle of 16°01'49"a a radius of435.00 fwA and a long chord bearing �.
South 78°22' 14 ",, 'Fest 121.31 iM to an iron pin mArkin point of
continuing S a F tangent, thence. i
South 86°23'09" Nest 350.38 feet to an iron pin; thence continuing
South 89028'De West 195.35 foin;eet o an iron thence continuing .
North 86058112" Wtst 73.05 feet to an iron pin; thence continuing.
Worth 000463" East 17"18.52
feet to an iron put on the Northerly bou rW a o f the South 1
of tti�I�E 114 of#hu�iE 11 � y � !� ..
4 of said Section 22; thence along the said Northerlybound
ary
xg64
211' East 3955 2 -
n�in�;Mrking heN corner -of,. htSouth o e oft 114 ofSwflon 22• thence alongth
se said w�t�y boundary of tit
said S i
Section 23
South 00*29'10" west 658.77 feet to a point marlin the Northwest co":South of � 1!4 off ' . id _g rner of 1!2
said Section 23; thence along th- Northerly bounds of said South
the 1W 1/4 of Section 23 boundary ut 112 of
South 89°31'58' East 2631.27feet to an iron in rnarldn t
'• P g'ortheaat �rner of the said
South 1/2 of the NW lI4 of Section 23• thence � .
. along the Ea�riy boundary of the said � 114 of
Stction 23
North 00°26'41" East 1316.57 flet to a brass cap m n the
Section 23; t�nt�e al g arch ]!4 carnet of the surd
along the Northerly boundary of the NE 1/4 of the said Section 23
South 89°5M 9" East 805.00 fejt to an ironin on the Southerly o ` `
�3oise fuer. then . P y n�nal meand � Ung of the
thence alorg the said Southerly original meander line
South 01 *04'566 East 484-52 feet to an ironin; thence continuin
P g t
South 17°49'561 East 464.41 feet to an iron
� in- thIMce can inu
ngSant 84a3456" Eas862AS Ptt
to an iron to pin; thence continuin
South 34034'56* East 331.32 few! •
an uon pin; thence continuing
South 78°04'56" East 497.58 feat to an ironin; thence continuing}
P
South 66°4456' East 159.76 feet to an iron in on the Easterly boundary
of P y b Bary of the said NE 1I4 •
Cct�art 23; thence along the said Easterly bound of the said
�y I� 114 of Section 23 x
South 000305" West 282.23 feet to an ironpin on the extended •ofthe Northerly right of way hnC
paid Phyllis Canal; thence along the said extended and Northerlyi
Canal
rght ofvay ane of the Phyllis
South 78036014 west 924.35 feet to an iron in• thence
o p. oantinuinj T
South 8904T01' 01west 651.80 feet to as iron • thence c
Dort 79° ' � �� ontinuing �
Worth �4 S 10 West 94.86 foot to an iron pin; thence coo"in
8
t
�F
JLS"0700JL433
Page 4
North 66°1270" West 205.06 feet to ak uon gin49
; thence continuing
North 740303211 West 169.26 feet to an iron pin; thence continuing
South $7°1 I'36" • •
West 1$6.90 feet to an iron pin= thence continuing
South ?3° � - �
t 5S 51 fest 133.75 feet to an iron pin; thence continuing
North 87022!264
West 188.28 feet to an iron pini; thence continuing
South 85°x'24" West 154.38 feet to an iron pin; thence continuing
South 74°15'48" W -
West 56.56 feet to an iron pin nmarking a point of curve; thenca continuing
along %L curve to the fl 153.13 f said curve
having a central angle of 15°4 t�'o?�, a radius of
560.00 feet and a tong chord hearhW
South 66*2548" West 152.65 feet to an ironVia marldn a pint of tancontinuing � �. ��+g p gent; thence
South 58°35'47' West 192.43 feet to an iron pin; thence continuing
South 65°#�4'46� West 220.69 - - -
. feet to an iron pin marking a point of curve; thence continuing
along a cumb to the righf 95.60 feat said curve having a ''
. � g central angle of 22`�6'S5"; � radius of
440.00 feet and a long chord be�tig
South 71°18'13" est 95.41 feet to an k9n in marldn a pint of
P g P gent; thence continuuig
South 77°31'41 *West 311.17 fret to an iron pin; thtnCV continuing
South 74042'14' West 80 � �
1 .62 feet to an iron pin; thenoe continuing
South 69°3746" West 319. IS feet to an iron pin mar)dng a point of curve, thonoc continuing
along a curve to the nght 11.26 feet, said curve Laving a central an k of W 6'
g 5 06 , a radius of
690.00
Ret and a tong chord bearing
South 70°05149" west 11.26 feet to an iron pin marking a
point of ending of curve, thence
.
North 19*2610811 Mhst 5.00 feet to an iron pin markingpoint ofbe ronin
a P g g of curvy, thence
continuing along a curve to the right 651.28 feat, said curve havingcentral a "
a � ral angle of 54 2S 31 ,
radios o a
€685.410 feet and a long chord beanng
I�Torth 82� 11 153" West 627.02 feet to an iron in marking a point of - .�
continuing
P � P tangent; thence
Forth 54057'38"' West 312.95 fit to an iron pin marking a point of curve; thence .
along a curve to the left 2 o � continuing .
7 5.23 feet, �d curft having a central angle of 50°03'46' a radius of
earnng
315.00 feet and a longchord b
North 790593 011, West 266.56 feet to an iron pin marling a point of tangent; thence continuing
South 74*58'3?�' P 8 � eine continwng
'fest 15.34 fnt to the POM OF REQ G
i
said parcel of land contains 191.94 acres, more or togs.
a
182_'001434
Page 5
the above descn'bed parcels have a combined a ea of 37 •
� i.23 acres, more car less, -
EXCEPT:
PARCEL I t 2, Block 1)
A parcel of laW being a portion of the SW 1/4 and the NW 114 of .
. ��CtzOn 23, �.��.,
»_Z�1., Ada County, Idaho and more particularly desen'bed as fo
Y flvw►a.
comnwncing at a brass cap narking the Southwest f
- . corner o the said Section 23; thane
along the Wasterly boundary of the said SW 1f4 of SMion 23
3 74 f- 8 3 f�
P�
say 'point being the UA
IBIEGYNNING, theme cont:nuzng
fOINT
LOF
North 00°2&400 fast 1575.37 feet to a
5 oint- thence:
F-
South 89°39"20P East 130.00 feet to a point, thance
North 00'02940" 40East 100.00 fa ft to it point; thence
l'or th 8903920" Fest 130,00 feet to aoint � -
p t, venae
North 0(74V Ead 634.56 feed to a point mark�n the - .
23. � � g Fest-1!4 corner vfthe said Section
rice along the West*ly boundary of the said N' 1/4
North 0412V 10" fast 269.76 felt to an point; thence 1 .
Sou ,� p, i leaving the sa.�d ��lsterly boundary
South 893 50' East 30.40 feet to an Point; thence
o � f p
South 00 0291 V West 269.72 fit to a aint- tfleme ;.
South t}0 " � �
& 4 West 240.08 feet to a point; thence
South S5IM 15 M East 230.80 feet to a dint- thence
South 61 15 o1 East 166.51 feet to a p6int; int- thence
South 69 a 403911 East 164.12 fest to a int- thence -
South 78 04 07 East 165.12 feet to apos int- theme
South 8603 1'06* owl East 167.26 feet to as vin • thence
� �.
North 89'055374 East 146.00 feet tanint' thence
Southt i�
8 i°41105+� East 107.13 feet to aint~ thence
"322
South 6813220* pea'
East 11 0.05 feet to a point, thence
South 55°13'501 East 110.08 feet to aP oint- thence
South 411153020,* East 110.09 feet toe aint• thence
South 28036'5041 P - '
fast i 1 a.�8 feet to s pont; thence
South 15*18200 East 110.08 feet to a int* thence
South (�5° 1� Fa
3318 Fast 336.96 feet to a ;paint mar ' a emt of b -
�a n - � _ P ��n8 of �� t�
g a curve to the left 239.08 Feet, said curve having a c6ntral of ie 35°31angle '
45 , a radius of
I '
S2�
{
I
i
Pagel 6-
I
I
rix 375.00 feet and a long chord hearing .
South 37038'2V., Fest 235.05 feet to IS ~ point marldn the
P . $ pa;nt of ending of curve; thence
North 35'009'4r West 122.' 7 feet to a point- thiince
Forth 460-� F a
Y4'32 'west 334.17 feet to a point; thence
North 5665130" Wdst 485.23 feet to aP oint• thence
North 80°58`30 West 220.10 feet to a point; thence
South 030 East 291.05 feet to a point marklo the oin -
c P P t of beginning of curve; �e
ori a to the ldt 40.14 feet, said curve having a central angle of 4eW0
a$ of 50.00and a long chord hg lu
South 31a1649" West 39.0 feet to a olnt marking i
° 1 �.. P g a point ofendin vfc�rve �c
worth S 1 431 Wim: Sq rMj'
a .' t� ,
South 0� 482s, West 305.94 feet to a point; thence
South 19 45 45 It 174.02 feet to a p oxnt• thence.
South 2oo37't2'' Weft 531.07 fbt to a point; h
p . t, thence
South 00'04918*West 164.90 feet to a point; theme
South 75 5924' rest 116.1 S fa to Ra int ofcMe• t •
pp ��++.g�*� WngrpPa , hW08 alocurve to the right 36.43yf�►�rt, ali�id c�r�� � central pngje o f 104021,11&, � r
,"�. a radius of2�.�o feet and a hong chard heanr�
North 51 4911$ 'west 31.60 feet to $ point of ending of S
p g curve; thence
North W3970" ' West 30,00 feet to the pOINT OF ` BEGIN
said parcel of land contains 28.27 acrM more or less
EXCEPT:
x
PARCEL H(Lot 4, Block 1)
di
parcel of land being it portson of the S' lf4 of Seco
. on 23, T.4I�.,1�.; �T., �3..N1., Ada
County; Idaho and more: partkularly deecnbed as fohows:
Commencing at a buss cap marldn the Southwest corn -
alo the _ � wcomer of the �d Secf�an 23; theme boundwy of the aid SW 1/4 of Section 23 _
North 00*20'40" East 44.00 fact to a point on the �
� hwa ��' � - P ort#�ly rt�ht-af��ay � of Stat
g Y , thence along the Wid Northerly rY lg-of-wa 1#me
South 89a 11'3 �' � �
East 69.$4 feet to A p oint oft of curve also said .
REAL �"O1 OF BEGi paint heaag� the
C; hence leaving the said
�orthetfy rlght�of-way
fine alonga curveto the right 3].�5 fedt, said cure having a central le of 99°3212"
a radius of 20 Q
long chord bearing . � feet and a
a
M
{
a
4 ti
Page 7
Worth 44025261' West 28.17 feet to a pont of tangent thence
North 00*2V40-' East 177.61 feet to a pa`W of
curve; thence along a curve to the right 26.41
feed, said curve having a central angle of75'035144 , a radius of 20.00 feet and a Ion bunn
o � g chord bun*
ng
z"iWorth 3S 1002 East 24.53 feet to a point of tangent; thence
North 75*5924" Fast 194.94 flet to a point; thence
Sou03 d 0.82 feet to a point; thence
Forth 8r 1637 Eau 505.59 feet to a point; thence
South 76*3V48" Easf'691.47 feet to a point; thence "
North 0004V28" Fast 7s3.24 foet to a point; thence
Nortb 34043 1" West 125.66 feet to a point, thence
North 4301234" West 245,54 feet to a point of curve; thence 11ong a curare to the right 33.00
SMd drive hiving a central angle of 94¢33'00 , a radius of 20.00 feet and a Ion chord be -
North °0 � � ung
3 55 ' Fast 23.35 feet to a point marking a point of compound curve; thence
continuing along a curare to th* nght 172.48 feat said curve havinga central le of30*24128"
radi f�.?S-W ' a
us o feet and a long chord bee '
North 6643245"' East 170.47 feet to a point marking a poinbof ondina s
of curve; thence
W531
�53�
Worth 81 44 Fast 123.12 feet to a point of curve; thence alonga curve to then t 28.30
� r . s3
feet said curv6 h wring a central angle of 51 *04119 1, a radius of 20.00 feet and a long chord bean'
ng
S beanng
South 57 42 58 Fast 26.00 fit to a point of revem curve; thence Mon a curve # left
253.03 - $ o
feet, said curve havutgi a oentral angle of 23°00'43 9, a radius of 630.00 fftt and a ion chord'
bearing
South 2804 I'1 1" Fast 251.33 fedt to a point of tangent; thence
South 40'1 V32" Fast 62.57 feet to a point ofcurvq; thence along a curve to the right 300 .
Said curve o r V; � . �S
feet, cu a having a centnd angle of 4 100r a radius of 420.00 feet andklongchord beadSouth 19°41`32" �'
Fast 294.17 feet to a point of thehce
Seth Q004812V West 417.11 feet tv a paint; thence .
South 02008'240 VPest 215.05 feet to if point; thence
South 04°4928" West 120.00 fw to a paint of curve; thence aloe a conte to tb a right 78 5
f sed �90100,00" g g . 4
curve having a central angle of , a radius of 50.00 feat and a longchord h
�g
M
A
3823001437
Page 8
South 4504928" 'west 70.71 feet to akmt oftan RofSia gent on the said Northerly right -of -via line
State fghwaY 20, thence along the Said Northerly
h - Y
Y g t-.vf-a line
North 89011 '321 West 1926.96 feet to the pOW
OF U]EGRqMG
said parcel of land contains 19,70 acres more of less
EXCEPT.,
PARCEL III (Lot 78, Black 1)
A parcel of land bung a portion of the South 12 of rct�on S ` - �
e�3, �.4�., R.11�I�.,
County, Idaho and more particularlydescribed as folio
ws.
Comnenng at a brace cap markin the South 114 cc - ,
the fast er2 baud $ comer of the said Secirar� 23, thence elon$
y nary ofthe Sw 1I4 of the said Section 23
North 0002641" East 40.27 feet to aDlr'�t marking arking a point of bsginru•nS of curve on ttje
Nartherly nght�a�-�►ay line of State Highway � � .
. g y ��,� also said point bung the POINTC)
�E� �, these slang the std Morth�right-of-way �
Y line along a curve to tIa lei 33, 04
said curve having a central an a of �°0' � �
3 l8 , a radius Of 3433?.48 feet
South $90265 '� and a hong chard bean�g
1 East 33.0D feet to a paint of endingof curve; right-af_ llrie , thence leaving the hard
Y
North 000261419 Last 1280.88 fit to a bras
N� s cap, thence
North 89 3 t 9 Nest 33.00 feet to un ironpin; thence
North 00°2641 " East
a • , ?82.85 feet to an iron pin; thence
South 670421311, west 8.52 Beet to a
aTon � �aAt !n ng a point of beginning of curve-, thence
g a curve to the r;ght 311.59 met, said curve
having a central angle of 23'021080, a radius ofT75.00 deet and a long chord bear -ng
South 11°0423" East 309.49 to a point oftan ent-
Sa ,� P S ,thence
vtth 00026 41 West 415.03 feet to a Dint of cury • .
591.42 said p e; thence along a curve to the nght
curve having a antral angle of 9OP21'
bearing g 47`''`, a radius of 375,0 fejt and aloe chNord
S
South 45*3734" west 532.01 feet to aoint of tan
�Tarth 8901132-0 P gent, th�hce
West 95.03 Met to a point afcurve; thence alae
few„ said curve havingcent rai angle � g a cures to the left �3 .��
a g e of 10lc36�18 , a radius of30.00 feet and alae ch
South 40*W19" west 45.50 g chord bearing
to a pont ofreverse cures thdhcb along a Curve to the right
9F7.22 feet, said carve having a central a i o � �
e f 11*3618 , a radius af480.00 feet and along •
hang g chord
1823001438
Pge 9
P
South Q405N 'a East 97,06 feet to -a
of of W en . then
So a � - feel
g � thence
uth 00 4828 West •t 417.11 feet to rnt; then
S'Dut *3 I28m Fast 215.06 feet to a point, th*nce
South 004828* west 120.00 feet to a olnt of curve- thence
-� safd curve " along a curve to the lft 78.54. .
cu a having a central angle of 90 00 000 a racdi
w i us of 50.00 feet and a long chord b"M
South 4491132% East 70.71 feet to a point nt of tan crit on th . g
of State - wa - e said Northerly right-of-way line
gh y 20, thenar along the said Northerl right-of-way lint
Smith 89° " y �
11*32 Fast 324.46 fed to a po*rpt Ofcurw*; thence aior a curare
feet, mid calve having a centra'] an a 71
g to the 1e11135.45
gle of00 I3 4, a rad" of34337.45 feet and tan chord
South 891018!2r East g rd bearing
t 136.45 feet to the P[]� OF BES G
said pard![ of land contains 13.27 acres more or less,
y
SCEP':
PARCEL IV t 53 Block.
1�
paml of land being a porion of the SW 114 and the NW 1!
;3,
B.M. Adan faun 4 of Sec#ion T.4I�., �.Iw., .
ty, Idaho and i nare particularly dcscribed m follows:
Commencing at a brass cap marking tit Southwest co - .
alan the Soot corner of the said Section 23; thence
g herly boundary ofthe said Section 23
South 89x1 132" est 2627.62 feet to a bass mai `
Section 23- - � ung the South 2/4 corner of the said
thence .
Nofth 20c351260 west 1100- 59 feet to aaxe also
'' Gp � say d pDtnt being the �A►� ����" �I+'
�
; thence
North 89°1 Mr West 131.03 fat to a oust ofcurve; then * •
said curvy havingf � " ! , thence along $ �r to the right 3�#.��
a central angle of 65c2 Y 5 a r .
radius of 3 x.00 feet and a song chord bean
North 56°30'37* est 32.40 feet to a aint of reverse cu g
- P curve; thence along a Gurus to the l� •
137.t1� f�c� �d cure having a central angle of t6°� 1 `51 "
rang
g , a radius of 48Q.1111 feet and a low chord
North 320007 W"bt 136.63 feet to a
.. point of tan �nt; the
nsNarth 4001137west 6157 fftt to a pant
ofcurer • thenc t ala •
fee said cuter havinga - � , e' � a curve to the 348.19ght
a central angle of 3S x'00 , a radius of 570.00 f
North 22°41'3 feet and a long chord bea��
West 342.80 feet to a PDcnt oftan • thence
Forth �' Sit'
1 124 51 'fest 46.13 feet to a pr;lnt; thence .
North 84048289 Rist 271.85 fact to a paint; thence
16
a
1
0014,36
'age 10
North 05011'32a wit 162.61 feet4o a.point; thence
North 10115945m west 185.94 feet to a point; thence
North 20P43'08w' west 185.94 feet to a point; thence
North 30°26'31 N Wttt 185.94 feet to a point; thence 4
North 40 09t54* west 185.94 feet to a point; thence
North 49053'174' est 185.94 feat to a point; thence
North 59a5721'R wtst 199■09 ffet to a point; thence
North3900227" idlest-290■45 feet to a point on the Southerly right-of-way line of the 11hyllis
Canal, thence along the said Southerly right--of--way line
North 69037461' East 92■95 Set to a point; theace leaving
leaving the
he said Southerly right-or-waymmmmmvtt4
�HI4�L.
line.
-South 5 52 l M�eet tQ- a-po-ntnthfnce� ------------------------
South
-----------mm--------,South 5701623'" East 66.76 feet to a P01nt- thence .
South 35046'36'"- East 70.27 feet to a point; thence -
Forth 88003'131 East 37.72 feet to a point; thence Fj -
South 65029'04cl East 32.65 fett to a point; thence
South 38105411311 East 54.,82 feet to a point; thence
South 230081150East 46.00 feet toe point mai'kin the
P �_ S point ofbeginrung of curve; thence
along dt curve to th* right 19,05 feet, said curvt haven a central angle of02016`2V
g S , a radius 480.00.
feet and a long chord bearing .
Forth 67°59'58" East 19.05 feet to a point of compound cure thenow axon a curvy
� S to the �
right 33.16 feet, said curve having a central of 94059'I9'rL a radius of 20■04
bearing
feet and a fang chord •
South 63022' 10' East 29.49 feet to a paint of tangent; thence
South 1552'31 * East 3.26 feet to a point; thence w
North 74007129'P East 40.04 fdet to a point; thence
North 15°52'31" vilest 3.26 feet to a point of curve; thence along a curare `
f - g to tha right 33.16
feet, said curve having a central angle of 94"59'1914, a radius of 20.00 feet and a to •
ng chord b�anng
Forth 310371080East 29.49 feet to a point of compound curve, the
p nye along a curve to the�
light 68.09 feat, said curare having a central =angle of 08°0738' a radius of 480.00
chord bearing
. 0 feet and a long
North 83010370, East 68.03 fett to a point of tan eat• tbence
North 87'014'260 S �
East 13.55 feet to a point; thence
South 16'01'40* East 223.99 feet to a point; thence
South 25041'58" East 181.00 Ift to at p Dint; thence
South 39°47`32" East 180.43 t to a point; thenoc
South 34*39'48' East 153.54 feet to a point; thence -
z
page 11
South 33042!230 East 105.62 feet tea int; thence
South 1902&070 Fast i 07,02 feet to a point; thence
South 040451450 Fast 1 io,67 fit to a paint thence
Soilth 00048'28* West 291.00 feet toe
o point; , thenceSouth 89 113r Fast 301.94 feet to a point; t.hwes
South 0002641" West 104.21 feet to a pointof curve; thtn
$12.57 feet, said ce along a carve to the right
cures w ng a ckntral angle of 30*21�47" s a radius of 325.00 feet sotd a long chord
South 450373411 West 461.07 feet to the POINT OF
BEGH4MG2
said parcel of land contains 12.26 acres more or jesg,-.
PARCEL V (Lot 1, Flock 2)[R VISED: 8/30/94)
A. Parcel of land been a portion of .
P being p - the NE 1f4 of Section
22 and a portions of the NW 1I4 •
and �tha NE 1/4 of Section 23 .
�'.4�., R.1�.,13.M., Ada bounty, Idaho and m '
descri�r3 as follow: ori part�vniarly
Co=nencros at a brass cap marWng the Fast 1/47 co "
rner of the said Section 22; theme aloes
this Ess riy boundary of tht said NE 1/4 of Section 22
3qorth 0002W10" Fig 561.53 feet to a aint on the amort • ,
_ P herly tight. -of -way lcn� of the Ph l�xs
al: also sand pocnt b+crr�g the REAL 1'Ol�'f ` OF FE�
�Y1�Ti��; tl�nce alor� the said Northerly
right, -of -way fines Y
South 74°55137" West 374.09 fact to a point; thdnr .
South 81°56� P � corttrnui�g -
'est 411.51 feet to a Wlnt of curve; thrice elan a cure
M„ said curves ha - a center � � � g � to t� 215.32
an of 11°35'D3 , a TRdius of 1065.00 feet and a ion chord
South 76'008'500 224,6 f - a beannS
to a pourt of tarngft; thence continuing
South 70021'19* west 268.76 feet to a oir�t of �u
I2I ? ",g F rve, thence along a ct�ve to the right
. 1 feed, std curve a central angle of 16201143" a baarin radius of435,00 fejt and a low chord
g
South 78°22'14*'' ,est 121.31 feet to a point of tan ent-
South 86*23409'*, p � g , hence cont�nuzng
3�]3 west 3 Sa.3 8 fit to $ point; thence �ntinIgn
South g9*28%6" West 145.35 f - - - g
o . r �� to � ��lnt, thence eot�tln�tre�
North 86 5812 West 73,05 fit to $ point; thence 1aavin '
1%na of the p � � the sand northerly �&"of-ova Phyllis Canaly .
9,
N
9,
1823001441
Page 12 .
North 00046'33' East 1778.52 feet to g paint; thence
South 89420'12" East 1955.42 feet to a pint on the said Easterly bounds .
. � y ry of the a��d 3
114 of Section 22; thence along the said Easterly boundary of the said NE 1/4 ofSec io
a 22
South X9112 d west 655.77 feet to it point ung the Northwest corner of t
hm South 112
Pfsaid NW 114 of Section 23; them along the Northerly boundaryofthe said touth. � i�2 of the I�w
114 of Section 23
Scuth 8943158" East 2631.23 &et to a paint marking the Northeast corner of the said
South
11.E of the NW 114 of Section 23; thence along the Easretl bound of the i
]� �Y a sa d NW 114
North OV26 41 81 East 350.91 feet to a point; thence
South 59°33'19' East 200.00 feet to a pint; thence
South 006 4 l mast 300.0 felt to a po*- T"
int; thence
South 59433119" Fast 72.98 het to a point; thenoe
South 00026'41"' 'wast 549.61 feet to a point on the said artherj right-of-way
Phyllis Northerly � way tine of the
y Canal; thence along the said Northerly right-of-way lime of the Phyllis Chnal
worth 5742226' - - y
�t 130,70 feet to a point, thence continuing
South 85°0024'° west 154.38 feet to agpoInt, thence continuing
Smith 74*1� 5SR
4 1 st $6.56 feet to a point of cuxve; thence along a curve to the left 153.13
feet, said curve having a central angle of 1504WO211, a radius of 560.00 feet and i
along chord bearing .
South 561254$" west 152.65 feet to 8 point of tangents thencs continuing
South 58°35'41(*)West 292.43 feet to a paint; thence contlnt�in -
' South 65�4'4 � g
6 West 220.69 feet to a point of curve; thence along a curve to tho light 95 6
f said curve � g . 0
having a central angle of 12`26'55'x, a radius of 44 0, 00 feet and a longc '
hard booing
South 71*18"13" .'west 95.41 feet to a point Ofrangent; thence continuing
South 77031'41'* Fest
311.17 Tet to a poin-t, thence continuing
South 74°4TI410 west 180.62 feet to a paint; thence contlnuin
South 69°37'46"'W. g
319.18 feet to=s point ofcurve; thence along a curve to the right 11,26 -
Said cu001561060 -
rve having a central angle of a radius of 690.0D feet a '
and a lung chord beaming
South 70°05'49" West 11.26 feet to a point darkinga Dint of eW*n of continu;ng
p g curve, thence
Nooth 190260P West 5.00 lbet to a pvrmt a point of kZinning of eurve; then
ce along
a curve to the right 651.28 fix, said curve havrng a central an le of 54°28'3 j10: a radius of 68
tit' and - g � 5.�
long chord bang
North 82011'53k West 627.42 feet to a point ditan tangent; thence continuing
g , g
North 540573911 west 312.98 feat to a pont ofcurve; thence aloe the
g a curve to kft 275.23
•
NXM. - - # -
?� -
i
44Z
Page 13
feet; said curve having a cfhtrai an& of 50 03tg&, a radius of 315.00 feel and a long chard bearing
Forth 79'05930" West 266.55 feet to a paint of tangent; thence continum
Sarah 740SS'3 � g -
7 �x 15.34 feet to the POM OF BEGMING, .
S
i
said parcel of land contains 130.87 acres, more or less, .
T;
(The total acreage for the parael down -bed above is 166.85 acres more or less.
f
i
i 4�= 'Ir' .'_y��pry* f�y� I�Yr� �Y{'�F+T�• ■ Y�hi3i ■ �i RY ,y,y,* _ * * _ y■
r r •
ti 4347
F 1�
UTA.
• y 'Y'
■
* I
t• •
■
-T
D E D
J
FOR VALUE RECEIVED, James S. Hewitt, the Grantor, doesjem�ygrAn4.-
and COnveY unto Spun&g L*Mu oted ParhiftshiP, thc- Granteet Whos;el 168WI-essusis 2bb'MA-4
ht
Street� Suite 205:, Boise; I o 83702., aR Of Grantoes righ4 tide andLinterest in the real
located in Ada County, State of Idaho, and more particularly dtscrka
hftto 'PirL Exhibit .".X',,aa4ftd
mcorporated herein by reference.
DATED thisCeday of AA 00 443
1994.
fi
STATE OF IDA140
)SS. LF
COUNTY OF ADA
on this ftj- 49--- day of .Z96—" - -ft 1994, before- me, ft
undeksignad Notary Public. in and for said State, ptrsonAy appmed James S. HtwiU, Wown or
pA W
me to be the persm whosdf ffis subscidbed M" the foregoing and
aclmowkdged to we dW he exectftd the sme.
IN WITNI;SS WHEPXOF, I have hereunto set my and affixed my official
seaL the day and year in certificate first above WriMn.
'i ISZ30014444-
DES CST UON PGR
SPU1"V1WG SiFBDMSIGN (TOIL -GOLF COURSE pECPER
A parcel of land being a portions of the west 1f2 and the SE 114 of Sections
x 1W., E.M'., Ada County, Idaho and motepar#icularl described as follows:
y
Comrrlcing at a brass cap ma Ung the Southwest cont r of the said.
Ssct�on 23, thanes
along the Westedy boundary ofthe said Section 23
NoAh 00°2W4O" East 44.00 fdtt to an iron pin on the Northerly right-of-way
I -E hv�ra � 0 .A. .. theY fi ne of Sts�c
y, � P. leo. F 3021(5)), also said paint being the REAL POINT OF continuing BEGINNING;
thence � ,.
Worth 0002014(r East 9594.75 feet to a brass cap ntarldn the west 1/4
Section 23-continuing� g c�nZe� �� tie 5atd
th6nce
North 00°2VI0" East 457.75 feet to an iron pin on the SoutherlY right-of-way li
e of the Canal; thence along the aid Southerly right-of-way line
W
Ic
Forth 74058171" East4109 feet to an iron in marlin a point of
along- p g p curved thence continuing
a curve to the right I8?.86 feet, sand curve having a central angle of 50°03'46'
215.00 feet and a long- g a radius of
chord bearing ,
South 79°5930"'East 191.94 felt to an iron pin
marldnga1°int oftangent; thence continuing
South ngSouth 54057351, Fas312.98 fest to anuon pin marlong
a point of cu • thence ca ti
along a curve to the left 746-36 said - . , n nuurg
set„ d curve having a central angle of 54"2W3140, a rad iu s of
785.00 felt and a long chord bearing
South 82°11=5r- East 718.56 feet to an iron pin
marking a point ofendinS of curve, thencecontnuing _
.
Forth 192608" rest 10.00 fejt to an iron M n�ian a oirl of be ' - .
can ' P , g P g�nrang of curve, thence
along a cures to the Ie1112.65 feet, spud cum having a central angle of 00'56'06" -
f .. �, a radius .
0 7 75.00 Met and a long chord bearing
North 70'OY49" East 12.65 feet to an iron pin tn*Wng a int of tangent; hence cont
North 69a37466East 315.41 feet to an iron-
tnu�ng
pin; thence continuing
Forth ?4p42`140 East 174-76
. 5 feet to an iron pin; thence continuing
North 77031'41" East 309.07 Awt to an iron pin narld �a point of curve; thence cont-nun
s .
edong a curve to the left 114.07 feet, Said curve havinga central an of 12° ' � '
S25 00 �'� - 2� 55 , a radius of
feet and a long chord bearing
North 71'018113* East 113.54 feet to -on 'kon pin marlin a int of tan :-
� po � thence cont�mm�g
Forth 55034'466 East 225.50 feet to an �5on pin; thm , continuing
B.
'10..41 XIH
.._sw
MV ..
18,3003445
Page 2
North 5803Y471* East 197.24 feet to,an irpa in marking • •
anon a cum to p g a pvsnt of terve, thence contrnurng
$ ht right 129.89 feed said curve having a cWtral angle of 5040102-4,
475.00 Feet and a to £ •1 a radius of
r� fiord bearing
North 66W48''�t 129.48 feet to an iron In mu ` -
a ,� � lung a paint aF tangent, thence cor�ttnmir�
North 74 15 48 �.st ?3,57 fe�.t to an gran in an the � S
o p Easterly boundary of the said West 112
Fthe said Section 23; theme along thi said Easterly � y boundary ;t -
South
00��'41 west 2053.22� to an mon�-
� , thence leavxrV the said Easterly boned
Lauth 84�319'� � 33.3 � to a brass ca then � • �
A,•� � along a line 33.041`eet easterly viand
p i+1 with t wid Easterly boundary of the W V2 of S
eGtlotl 23
South 00'264 r 'west 1280.88 fdtt to an Arron On on the dght-pf--�%my .�a�., p mud North i vee of
Srat+'ighwayt3;�sv�d' �' •.�.:.�_: : �; �� �lan� ttf �e iron �� .fbekrid Northerly ri ht -of -ova tis aIo It , curve, thq�ce alDng
g . Y ng a curve to the fight 159.45 feet, said curve havinga cent
of00'016'58,P, a rodeos at'3�337.4$ f central anile
feet and a long chord bearing
North 89°2 01 Fest 1 69.45 feet to an man
�ntinuing
pin marking a point of tangent; them
Forth 89011'32" west 2491,26 feat tO the PORff OF GUMING,
said parcel of land contains 179.24 acres, more or less.
AND:
A parcel of land befrng portions of sections 22 and 23, TAN, X'W-30 B.M., Ada County,Idaho and more
particularly descrn-bed as follows:
C01fimenang at a brass cap markingvw -
a�� the Westerly the South+ e5# �rn�!I' of the said Section ��, thence
y er y boundary of the said Section 23
North 0002('4dr East 2534.75 feet to a brass ca ma
23+ them Con •iming p rkang the �v�x 114 vFthe Said-
SCGtian
t
North ata°29`l D�` Last 551.53 feet to a brass ca a
ph l ' - p n the Northerly �t_of-v�ray I�n� of the
y lis Cards also said paint b the �V .
O ()F B G, thence Wong. the said
Na�he�� �g�t-o ��wey line
South 7405917" West 374.49 feat to an ironi
p n, thence continuing
South 81°5622q wit 411.51 fit to an iron in marking • -
aton $curve � � g $ paint of curve; thence continuing
$ to the left 215.3, feet, said curve havinga central le •
1065.00 that and a Ian � of i 1°35 a3 , a radius of
g Chord heaving
Soufh 7�°DC'S' west 2I4.g� Feet to an Iranl
continuing
p n n�a�ng a paint of tangent; the
in
a
IMM.-. _
hL f
'age 3
South 70021'19# west 268.76 feet tO an iron pin marking a point of curve, the-nce con tinu ingaon a curve to the right 121.71 fasaid curve havingia radius
.
central an re of 16°O1'4 a ra
435.00 feet and a long char $ ilius of
d bearing
South 78022'14? Wwt 121.31 feet to an ironPin m r '. a Iong, a point of tangent; thence.
continuing
South 86"23'09"west 350.38 feet to an ironin- thence continuing
South 89028' P � inu�tng
�6 west 195.35 feet to an rron pain; thence continuing
North 86058'12" west 73.05 feet
to an iron pin; ttnde continuing
North W4633� East 1778,52 feet to ananr Vw an t103�'artnfthQ NEI irherfy boundary of the South lI2
I4 Of 1+IE 1/4 of said Sectrnn 22; thence idon the said North
=South 89��2'k' _- � - �y boundary
East 1955.42 feet to an ro gin marking thoNortheastk5n*q�bf.Sonth lf2 -� g the Said
of theNE 114 of th6NE 1/4 of Section -thence algin the -
g said Westbriy bound of the
said Section 23 �
SWIM 04029:10' Nest 655.77 feet to a point :
� t n�arktr� the �Tortitwest corner of the South 11Z
ofthe � 114 of the said Section 23; thence aIa the Nsaid boundary of said South 112 of
the � 2�4 ofSection 23- �:
South 89*3158'n East 2631.23 fit to an ironin marking g the XG11heast corner ofthe said :
South 112 of the'NW 1/4 of SMion 23; thence aloe the Easter •
Section 23 S Easterly boundary ofthe mud i14 of
1 Orth 00'0264 to East 1316.57 feet to a brass ca marld r
Section 23 • P ng the 14orth 114 corner of the said
thenen along the Northerly bounds of the NE 1/4 - .
S - � of the said Section 23
doth 89°5239 East 805 -OD feet to an irort pin on th6 Southa l Original- .
Eoise fir, thence cion - . y meander fine, ofth�
g the said Southerly anginal meander fine
South 01004'560 East 454.52 feet to an iron in� thenc .
p , e Contua�tng
South 1704915619 East 464.41 feet to an iron on; thence contlnui
4 p- ng
South 84°34'
Lust 862.48 feet to an iron pari; thence contiriuin
South 34034`56'- East 331.72 #`� t 8
a an uon pin; thence continuing
South 781Ox'56" East 437.58 fent to an iron i • then -
South 660 ()4560 P � e con#cuing
�4 56 East 159.76 fed to an iron 'on on then Eastftl b
of Sec#ion 23- then � Y boundary of the said � 114
thence along the laid Easterly boundary of the' said NE 1/4 0 '
south �' - f Section 23
X30"35 West 282.23 fey! to an scan in on the -
vfths said extended Northerly rtgh t of way xu
Phyllishyllis Caro; thence along the said Wended and l�Ia t r - --
Canal he f y right of way fine of the Phyft
South 78036'0 f u w 924.35 feat to an iron them continuing
F
,� - �
oilth $ 3 �� '�St 65 �_�� its 1Fo]'sAn; glen r
North 7�904 ' � cont�nu�n�
81 west 4lS6 feet to an Fran PIN thenoe contintfm
d
+i
Y
182,2061447
Page 4
?forth 66012'200 West 205.06 Feet to an iron in;
thence continuing
North 74'03&3r Nest 169.26 feet to an Iran pin; thence continuing
S oath 870 11*3 6West 186.90 feet to an 'Iron pi n; thence continuing
South 7315815 ;� � 01M. --1 West 133.75 feet to an iron thence continuing
North 97022!261" West 188.28 feet to an iron pin; thence continuing
South 85900 " - - - • g
4 West 154.38 feet to an iron p*n, thence continuin
South 74915`4$" W� - - g
West 85.56 feet to an 'Iran pin rnarkirg a point of curve; thence continuirs
along a curve to the left 153.13 feet said cu h � $
curve among a central angle of 15°44'02 ; a radius of
560.00 feet and a tong chord hearing
South 6602Y486 �t 152.55 feed to Sn iron in near in .Int
. � p f tangent th cs
cant�nuirrg �, ����
South 58°35'47'' West 192.43 feet to an iron pin; thence continuing
South 65°04'45"
west 220.69 feet to an iron pin marking a Paint of curve- thence contlnu'
along curse to the right 95.6# fret said curve having ung
ha g a central angle of 12*2&55 ' w radius of
440.00 feet and a tong chord hearing
South 7101813"Nest 9541 to an irOn pn miMngn oint of tangent- th�nc$ conttnu'.
°
South 7731'41" West 311.17 feet to an iron n pin; thence continuing
South 7494714" Nest 184.62 fit to an iron pin; thence contfn 'n
,, a �P _ uig
South 69e37�46 rest 319.18 feet to an iron pin tnackrn a point of curve; .
aloe $ rve; thence continu
S a curve to the right 12.24 feet said curve havinga centras an le of 00°56� 1! •
690.00 � D6 , a radlu� of
feet and It long chord hearnns
South 7W05*49": West 11.26 feet to an iron pin mann a point of ends - ' +
Continuing
Noith 1912638"', West 5.00 feet to an iron pin markingdint ofbeginning innin
a p eg g of curves zhe=4
cotinuing along a curve to the right 651.28 iba, aaid curve: havinga cen 1 0 � "
mdivs f 68 � �� of 54 2 : 8 31 a
a 5-00 feet and a longi chord bearing ,
r Iqorth 9201 153 ' Wit 627.02 feet to ail ironin marking � .
� g a �arr�t of �r�g�t, then(*continuing
Forth 54°57380'West 312.98 feet to an iron in marldli a int afcu ey _ .
Pin $ po r� , flame cont�nuutg . .
along a carve to the left 275.23 fee4 said, curve haves a centrad o 1 .
315.00 feft and a long chord bearing
g angle of 50 a3 4�", a radius of
Worth 79059,300 Fest 265.56 feet to an iron pian MMMng a int often en F w
P g t, thence contu:urng
South 74'058!370 Nest 15.34 feet to thePOM OF 1BEGWMGv
said Parcel of land conte;ns 191.94 aerm more or less.
dM
f — —
ar ■ i ■`
F
•
'age 5
:.a
the above descn`bedarceIs have a combined acr
P � ��esrge of 371.23 acres, more or less,
EXCEIPT.-
PARCEL I (Lot 2s Block 1)
A. parcel ofland b6n1l a portion ofthe SW 1/4 the NW 1/4 of Section 23s TAN, IL 1W.&
BM., Ada County, Idaho and more particularly desctibtj as follows:
Commencing at a brass cap marking the gauthwst corner ofe
th said Section 23; thence
along the Westerly boundary of the said SW 114 of Section 23
North 00'20'40! East (324.$3 feet to a point, said tpoint b the,
BEG G, thence continuing
g Off`
North 00020140 1 East 1575-37 feet to a point; thence
36
South 59039`24" East 130.00 feet to a point; thence
North 40`20'40` East 140,00 feet to a point; thetcd
North 89039'20" West 130.00 feet to a point; thence
NOM 0002040"East 63456 feet to a point marking the West. 1/4 corner of the said Section
23; thence along the WaKerly boundary of the said N' 114
North 00029'10*- East 269,76 feet to an point; thence leaving the said Westerly bound
ary
South 8903VS(r East 30.00 febt to on point;
theme
South o0°291(r west 269.72 feet to a point; thence
South 40020'401 West 240.08 *ft to a point* thdnce
South 55'24'15" 'East 230.80 feet to a point; th nce
South 610151101-0 151101-0 East 166.51 feet to a point; thence
South 691*40`38` East 164.12 feet to a point; thence
South 78an4'07' East 165.12 fedt to a point; thgnoc
South 86031'460 E rst 16716 feet to a point; thence .
North 89x5537* East 146.00 feet to a pint; thence _
South 81x4OP05" East 107.13 feet to a point; thence
South 681032120&East 110.08 fed to a point; thence
South 55013115(' East 110.08 feet to a paint; thence .
South 4105526 "East 110.48 i4�t to a point; ibence
Seth 286'S East I 10.08 feet to a point; thence
South 15018120'East 110,08 feet to a point; lbevse
South 051233119'v East 336.96 feet to a point rnaridag a point of be innin of euro h
along p g g e� thence
g a curve to the left 239,08 feet, said curve having a central angle of 3631'45''.
BI '0 , a radius of
I
Jl
Om
AM
Paj$ 6. .
375.00 feet and a long chord bearing
South 37*38128" west 235.05 feet to a paint markingthe point of ending
3�art113 5� �' P g afcu�ve, thence
0'43 west 122.77 feet to a point; thence
Worth 46°14'32" west 334.17 feet to a Point; t6ncc
North 56°51 0" west 485.23 feet to a point; thence .
North 80105810't west 220.14 feet to ap o*nt, thence
t •
South 03OW4(P East 291,05 feet to a point marldns the Po of i • .
P beg ruung ofcttnre, thence
Wong a cuxver to the left 40.14 felt, said curvy ba 's a central art 1
g angle of46 QW00 t o radius Of 50.00
feet and a long chord beanng
South 31*1649' Nest 39.07 feet to a point MarUn a aint of .
a g p ung of curve, thence .
go
i -
South 00048'28* west 305.94 &et to a Point; thence
South 19°45'45*'Bast 174.02 feet to a point; thence
South 2003 7'12 west@531.07 &at to a point; thea :
South 00048780 P .
4878 Wbst 164.9 Q to I a Points thence .
South 75'°5924". west 156.18 feet to a paint of cure thence along -
0.*t. said curve Navin104021116111 - g a cur�r� to a tight 36,43 .
g a central angle of a radius of 20
.00 ftet and a long cord hear-
rr�g
North 51'049104r west 31,60 feet to aoint of andin of
P S curve, thence .
North 89°3920 ' west 30.0 feet to t1w POS OF BES G.
-
satd parcel of land contains 28.27 acres more or kss
EXCEPT:
PARCEL JT(Lot 4, Black 1)
A parcel of lanai being a portion of the SW 114 of Sectio}
� .� ■ F 23.,w4
�Nw' X 1 wi' BwMw, AdaGounM Idaho tend more particularly described as follows:
Commencing at a brass cap marking thig Southwest corner of the *271d
d Section 23; thence
along th't westerty boundary of the said SW 114 of Section 23
North 00024'40" Bast 40.00 feet to it point on the Northerly
1� her 20w nght�of�wa�y l�n� of Stag
g ay ; thence along the said Northerly light -of. -way lire
v a � �
South 89 1132 East 69+84 feat to a point ofbeet oinng ofcury� aI o said d p an
REAL t being theINT
OF BE Gf thence leaving the Said Northwl n tof-wae n Y - y line along a curve
to th
right 31.25 feet, satd curve having a centrai angle of S3"32'12 a radio
len chord bean � sof 24.40 feet tuzd a
ng
ISZ3001450
Page 7
North 44025'260 'Fest 28.17 f tQ a point of tangent; thence
North 00020,40" East 177.61 feet to a point of curve; ethane along � � a curve to the rrght 26.41
feet, said curve having a central angle of 75038144"'. a radius of 20.00 fftt and ala .
ng chard bearing
North 38010102" East 24.53 feet to a paint of tangent; thence �
s-
North 75o 59 , 24p East 194.94 &a to a point; thence
South 8500624A fast 300.82 feet to a point; thence
Ncfrth 82°1637" Fast 505.59 feet to a point; thLince
South 7603949" East 591.47 Met to a point; thence
Forth 00048128 ]East 789.24 feet to a pont; thence _
North 34043121" Nest 125.66 foct to a point; thence
a��urv�t �
f said curve h g` o �thu�rrght 33:00
having a central angle of94033900"; a radius af20.00 feet and a lou
North 0400315501 g chard bearing
Fast 29.3 S feet to a point marking a otat of cam ound
. p p curve, thence
continuing along a curve to the riak 172.48 feet, said curve havin a
radius of 325.0 li central angle of30024 2I�!', a
q feetand a long chord bearing
North 66032145" East 170.47 feet to a point marking a int of endi of c •
l� curve; thence
North S104453P' FAw 123.12 feet to a point of curve.- thence aloe a
f said curve �81004119i. i � cuNe to theright 2$,30
having a central angle of a radius of 20.00 feed i
South � pand a fang chord bearing
flu 57 42 58 t 26
East feet to a point of reverse curve; thftct
. o along a curve to left
253.03 fed, mid curve having a cfttral angle of 23 00`43*It radius of 630.00 feet and a long chord
bearing
South 28041'1V6 ]East 251.33 fe& to a point of n tangent; tl*
South 40°11 2" g - .
East 62.57 feet to a pvrnt of curve; thenOe alae a curve to the i .
fee., said curve having� cEnt � right 3fl4,5S
rel angle: of 41000f00 ; a radios of 420.00 feW and it Ion chord '
� has 9 � g o big
South 19°4 Y�2•
t 2 4.17 feet to a point of tangent; thence
South 00°4828O West 417.11 facet to a point; thftce-
South 132008'24* rest 215.06 feet to apoint; thence
South 00048781# Fest 120.00 feet to int of cure- then
o Po v, e along a curve to the 4ht 75.54
f a
� said mire having a central angle of 90 00 fir, a radius of 50-00 feet and a lou r `
g chord bearing
1 eAl r, 11Z
182"001451�
Page,&
South 4504828' west 70.71 feet to a paint of tangent on the said Northerlyright-of-way '
of State Ise
�hway ��; thence along the said Mrtherly light -of -way line
Ido � � �
North 89 1132 Nest 1926.96 fe*t to the POINT OF ` BES G
said parcel of land cont gins 19.70 acres, moiW or less,
EXCEPT
PARCEL III (Lot 78, Block I)
- parcel of land being a portion of4hs South 112 of Sectiar=231,&-T
.�.,
County, Idaho and more particularly dennled as follows: .
Commencing at a brass cap marling tm South 1/4 cOmer of the said.
Secctzon 23, thence aiar�
the Easterly boundary ofthe SW 1/4 of the sa#d Seem 23
Worth 000264111 East 40.27 feet to a point markinga point of .,
�Fo F bcg;n�un� of curve on the
rthgrly right -of. -way line of State Nj$hwa 20, also said point
3� p being the ]REAL POINT OF
BES T them* along the said Northerl ri t-of-wa Ime along
. � � y ung a curve to the Iel� 33.D0 feet
said curve having a central: angle of 00°03118" a radius of 34337.45 f t
e� and a Tong chard bang
South 89026'51 * East 33.40 feet #o a point of ending curve; •d
Worthdd rve, thence leaving the sa'
y right -of -may l�s�a
NOA 0002W41 East 1250.88 feet to a brass ca • thence 0
North 8 �'
��3'190 w'� 33.00 feet to � jM iron pin; thence
North GDOW41" Fast 752.86 feet to an iron in; thence
e
South 670 423 est 86.51 feet to a pint rnarldn s .
I p S pont of 6eg�nn�ng afcurva; the
along a curv& to the right 311.59 feet, said curve having a central angle of 23*02'�
775-00 feet and a I g S, a radium of
long chord beanrigr
South I 1*043* East 309.49 to aOW oftan tnt• th6nce
F g It
South 000264P w�vt 415.03 feet to a point of curve thence
591 .4 2 . ' - along a cu to the right
eta sora curve having a central aftle, of 90'021'47110 a radius of 375.00
feet and along chard
b=n*ng
South 45°37134" west 532.01 feet to a point of t t- thence
North 9 1 11321f VAM 95.43 fet~t to a point of cur m; thence ala a carve
f said .. � to the left 53.20
cures having a central angle of 10161 , a radius of 30.40 feet and ala c
South 4t�'40� p � hard b�annS
I9 west 46.54 feet to a point of reverse curve; thence aloe a curve to the ri
97.22 feat, mid cures bourn a central S
g ral angle of 11'36`18'', a radius of480.00 feet and along chard
beanrs g
A
Page 9
If
South 04059041 N East 97.06 feet to_aQ'
p int of tangent; thence
3 South 00'74828% West 417.11 feet to a point; thence
South 00*3 128" East 215.06 feet to a point, thence
South 00°4828'*Wc9 120,00 feet to a point of then
fee - ° � thence along a curve to the Ie11 ?5.54
t, said curve having 8 central angle of9fl 00 00" a radius f -
a ,� 0 5 a.0fl fejt and $long chord beanng
South 44 112 F..ast 70.71 feet to a point oftan ent on th .
of State i� - B � said Northerly right-ofIin�
ghway 20, thence along thb said Northerly� ht-of-�wa
' Sou Ea324A6 $ � y ling
th 89°1132� East 324.46 feat to a point of curve- thence alo
1~e%, said curve having a centralo � g a cure to the l 136,45
angle of00 13 40 pe s a radius of 3433 7.48 feet and o
SGoih 83° 1 ' Ing chard bearing
8 2r- East 136.45 feet to the POINT Off' BES
��
- — — — 2
,�.- — — — — — .:, ,. n. � .m: .-....� �, �:.., .. w..w.... - w .». . ... ,,. ... ---———--——-- ,
said parcel ofland contains 13.27 acres
mare or les,,
EXCEPT.-,
i'
PARCEL Iv CLot 53, Block 1)
A pard ofland being a portion of the SAV I14 and the
. NW 114 of section 23, TAN, �. Iw.
B.M., Ada County, Idaho and more particularly descn� ' .
. s P y ed as follows:
Commencing !t a brass cap marking the Southwest corn
1 er of than said Section 23; thence
along the Southerly boundary of the said Section 23
South BPI I!32" East 2627.62 feet to a brass ca m ki
P ar n the South I! -
Sent:on 23; thence B 4 corner of the said
North 20°3526" west 1100,58 feet to a point, also .
]BEGINNING; thence
s said point being the SAT ]po] lY"�' 0�
INvrth 89011920 �r�t I3 I.03 feet to a Qint ofGurv+�� � .
f � P , chance along a curve to the right 34.22
feet, d curve having a central angle o f 65121'51 SIG a radius
n ad us of 30.00 feet and a long chord heann
North 56*30'37 wbst 32AO Chet to a atnt of rev�rs� g
I37.09 fact, said P curare; thence along a curve to the left
curve having a central angle of 16021'51" a radius of
�hearin � 480.00 feet and s long chord
g
Forth 32°0037" West di 136.63 feet to a �p nt of tangent* thence
North 4(r11�2M West 6157 fed to 11 mt orcurvw
Po ,thence along a curve to the right 348.29
feet said aa�re having a central angle of 35°O�pQ'.
S , a radius of 570.00 feet and a
North 22041!3r a a I ng chard hearing
West st 342.80 feet to a point of tangent; thenct -
North 11 °24`51 " West 46.13 feet to a dint•j thence
P - -
North 84°4828" East 271.85 feet to S poiint; thcncd
f
ti c
Y L _
1
�1
�1
-
I
F
n
Page 1
I
i
1
r
1
Forth 05011'32" Fest 162.61 feet -to a.point; thence
North 14°59045 ' West 185.94 feet to a point; thence
North 20043'0$" West 185.94 feet to a point; thence
North 30°26'31"West 185.94 feet to a point; thence
North 40°09`54"'west 155.94 feet to a point; thence :
North 49°53117" West 185.94 feet to a point; thence
North 5905771 west 199.09 fba to a point; thence
North 3'°0277" West 290. - _ -
45 feet to a point an the Southerly ng�ht of way line of the Ph its .�
Canal; thence alongthe said Southerly right-Of-wayy
y line
- North 69374V East 92.95 ft to a point; thence leaving the said SQatherl right -or -way
} � =Son a r _ h _ _ � line.
th 1� 6-52 ast 9 fec to -a point; thenc
South 57016123 i t 66.76 fO* to a point; thence
South 350461361F East 70.127 feet to a paint; t rice -,
North 98003'13 13 0 East 37.72 feat to 8oint•i th rice
South 65025PO4" East 32.65 ffet to a point; thence
South 38"54'13 *- East 56.82 feet to a oint;'ihence
South 2300:9111! -,Fast 40.00 feet to a point marking thh point of b ronin ofcurve•
alae $ curvy to the ri - having g -- � theme
g gbt 19.05 fe. % aid curve having a central l
an e of 0201625 " a radio
feet and a I � � s 48i].00
long chord bearing)
' Worth 67"59'58* East 19.05 feet to a point afcom ound curve the
1 P nee along a cU rve to the
tight 33-16 feet, said curve ha�nng $central of 94459`19" a radius of 0
bearing
2 .00 feet and a long chord h
South 63 `'1 East 29.49 feet to a point of tangent; thence
South 15052'31" East 3.26 #het to la paint; thence
North 74007'29" East 40.00 feeb to a point; thence
Forth 15"52310 Nest 3.26 feet to a point of curve; thence along a
4 8 curve to the right 33.16
het said curve having a central angle of 94°59''19' a radius of 20.00
feat and a long chord hearrng
North 3.1'037`080 East 29.49 feet to a point of curve- thence elan s
' , g curve to the,
tight 68.091 t, said curve having a central angle of 0840784 a radius of
chord � 480.00 feet
hearing ark a long
a
1
North 83"10'37"' East 68.03 feet to a paint of tangent; t%w e
North 870142& East 13.55 feet to a point; there
South 16n0 1'40* East 223.99 febt to a point; oint; thence
-
South 25*41'58P East 181.00 feet to a point; thence
South 39°47'32" East 180.43 feet to a point; thence
� p � -
South 34°3Y48P East 153.54 feet to a po'Int; them .
r
1
IL82300JL454
Page I1
South 33042230 East 105.62 feet to it point; thence
South 19°20'Or East 107.0; feet to 8 point; thence
South 04045145* Eat 110.67 feet to a point; thence -
South 40°485" Fest 291.00 feet to a point; thence
SouM 89*11'3? F. -=t 301.94 feet to apoint; thence
South 0002 41Ir West 104.21 feet to a point of curve- thence aid a carve •
ng to the right
512.57 feet, said curvb having a centrd angle of 90°21'47" a radius of 325
feet and along chord .
tri
South 45*3734" We9t 461.07 feet to the PO OF
GMMGj
Rflartdanta�na�6crWks
emore or
1
EXCEPT.
•
PARCEL V OLot 1, Stock 2)(RE'ISEl3: MOM)
A paretl of land being a portico of the NE 114 of Stiction 22 ando '
a p rtsoty of the �' 114
Ond the NE 114 of Swoon, 23, TAN., RAW, B.M., Ada County, y, Idaho and more pa�cn�iy
bed as follows;
Commencing at harass cap nwiarig t East 114 corner of the sal .
d Section 2�, thence Siong
the Easterly boundary of the said NE 114 of Section 22
"North 00'29* 10" Fast 561.53 feet to a poi& on the Northerly right-of-way-
. Y line, of the I�hyiUs
Cana, a said pdW being the REAS. POINT off` BES G; t
. , �nc�e al�g the said northerly
right-of-wray lire
South 74058137" 1Est 374.09 f9et to a point; thence continuin
South 81056!22w -West 411 S - S
. 1 t to a point of urve; thence along a curve to the left 215.3 ' .
fit, �d �e havuna centra] angle of 2
g g1 11*3 5'03 l a radius of 1065.00 r. � and along chard bin
South 76ao8`50�` Wt 214.96 f � �
�t to ft �xnt o£ tangent; thence continuing
South 70'021'19P West 268.76 && to a dint of ire•
121.71 - � i ewe along a curare to the right
I'c�L said t o having a central angle of 1 0149" a radius o
. s �435.Q� feet and a long chord
bearing
South 78°221 14" Nest 121.31 feet to a point of f ars ent- thea - .
p , � � . oa contznu�ng
South 56023 09 West 350.38 frit to a point; thenoe continua
p � �
South 89*28V6p rest 195.35 feet to apoint; thence continua
ng
North 86*58'Ir West 73.05 feet to a in - thence leaving - .
. � �► � the said �Torth�eriy nght-�f--may
line of the Phyllis Canal
1823041455
Pawn
Forth 00°4693" East 1778.52 feet to apoint; thence
South 890201121* East 1955.42 feet to a point on the said Easterl bounds of the
e � boundary card NE of Section 22-
th nae along the said �terly boundary of the said NE 114 of Section 22
South 00'29420 W�st 658.77 feet to a point marking th6Northwdst co
Of 1 _ � corner of fhe South 112
sed NW /4 of Se ion 23; theucc along the Northerly boundary of the said South 112 of
1/4 of Simon 23 t�I
South 8903115r East 2631.23 feet to a point maMn th; Northeast corner '
112 of t � of said South
he Nov 114 of Section 23; thence along the Easterl bound of the
� r � �y said I� 114
North 00c'26141 bast 3 50.91 feet to a point; thence
South 83°33191 tt East 20D.00 feet to a point; thence
,����� _ ���Q��a°Zr�•�eSi s��];�i� -- ���� t •��� Wit:
i
South 89°33' 19" East ?2.98 feet to a point; thftab
SGuth 00¢26'416` west 549.51 feet to a point on the • •
. _ p e sajd Northerly light -of -way hoe of the
Phyllis Canal, thence along the said Northam right-of-way tine of th P l
� � Phyllis canal
Forth 87022`26` west 130.70 feet to a point; thence continuity
South 85000'24* Fest 154.38 felt to a point, thence continuing
� Smith 74051480 West� .
8 .56 feet to a point of curve, thence atop a cures to the left 153.13
S:.
#het, said curve having a central anWe of 15°40'02", a radius of 560,00 feeta bean*
ng'
and a long chord bealYng
South 66025'48" west 152.65 tft to a point of tangent* thencre continuing
South 58*35"47" West 192.43 fact to a point; thence continuing
South 65°04'46" West 220.69 feet to a pift of curve; thence along a c '
fee said o " g uive to the nght 35.6
t, curve having a central angle of 12 26 55 , a radius of 440,00 feet
and a hong chord basting
South 71118113" w'e st 95.41 feet to i i point of tanStnt; then. rontimuin
South 7703I141" Wo�' �
st 3 l 1.17 feet to a point; thence continuing
South 74°421 "
Fest 150.62 feet to a point, thence continuity
South 6903746" Wg
West 319.15 feet to a pain ofax e; thence cion a curve to the right 1
feet, said curve Navin a central angle° � $ g � '26
g gle of aD 56'06 , s radius of 690.0 felt and a loo chord b
South70"{70005'4901West� 11.26 feet - � �
a�,'
to a point �ktng a point of ending of curve; thence
continuing
North 19°26 09" Wet 5.00 feet to a pd* nuffin a point of 'rani •
S p hags ng afcurve, thence along
a curve to the right 651.28 flet, said curve hwin,g a central angle of 54°28 '
flet and a g �`, a radius of 685,QD
long chord bearing
North 92° 11'53 m west 627.02 feet to a paint of tare ent' thence conti
rnnng
Worth 54°57138 S �
West 312.95 f to a point of curve; thence alan a cu r to the left
S 275.23
havingJL C167 -W3
`Page 13
-
Ott Wd curve ` ' ' ;a radius of 3 15.00 feet and6,.
NOfth * W a, est 266.56 feet to a po-Met t; thence continuing.
South et .
said c contains 130.87c
total(The or the parcel cfdscnW abover AW
- .
ti
41
OF. 1
•
s
w
y
r
•
9
182300145'7
D E E D
FOR VALUE RECEIVED, Ardis C. Hewitt, the Grantors does hereby'
and eon unto S grit, bargain, sail
'�'eY purwing Limited Partnership, the Grantee, whose address is 200 North
Stneety Suite 205, Boise Idaho 937 nth
o2, all of Crantar's right, title and interest in the Fru
located in Ada bounty, Mate of Idaho and F - .. �� �� y
more particWarly described in Exhibit A. , attaeh
bezeW and incorporated herein by-- V- - - q-
&W.X1Q.U6;&SC1!-W
1$
DATED de.day of w 1994.
GRANTO&-
04
�'i
STAM OF I MO ,
*3 )SS. tri
COLTNTY OF ADA
on this S4L-
day of i 99�`, Mara. me, the
and csign d 1 o#ary 'nb c in and for said State, personally
appeared Ardis C. `
Iclentfied to me � � Iiev�tt, �nov� o�
to be the person whose name is subserr'bed in eforegoingl�aovvl ., the 6n , t,, axxd
ae
edged to me that she executed the same. •. -
•
IN
"I'.
SS W]UREGp, I have hereunto set my hand and axedm -. .,
seal., tW& day and year in this cerf caEte � above +�' ep ywon
IL
_- -4or
• ..r
� � I .ate �� � ' • . ■
M �y�2 .r
v■ u2. ♦ r �. •. a •�� L s - S�dilZg fi4� wZe-A
r+�►• atisr+t■
ohm
ommisdon
'V94 C.r..fl
LSJ #1 i f`.a , :1
�o
.� 'ST
r
i
�5
18230f)1458
DESCRIp1'ipAS F4R
SPUItWiNG SUBDIVISION (NON -GOLF COURSE PItOPERTy)
A parcel of land Wrig a portions of the West 1j2 and the SE 1/4 of Sections 23
R.1W., B.M., Ada County, Idaho and mora part# laarly described as follows: TAN,
Commencing at # brims � mfg the Southwest corner of the said Section -
on 23, thence
along the westerly boundary oftha said Stcuon 23
North 00,0294011 Fast 40,00 feet to an iron pin on the Northerl n t.� f -
Y � o way Iune of state
ighvvay-2O(F.A.P. No. -F--3021(5}), also said point Nein the
thence contrnuM9
p g ��� CSE BES �, -
Forth 00°2W40'r ,fit 2594.75 feet to 9 brass ca marldn the •
S p g west 114 corner of the said -
eWron 23; thenee= continuing
North 00'029'100 Fast 457.75 fmt to an iron in on the Souther
. ,� P _ Southerly right-of-way hne of t
y Phylhs�Canal, thenco along the and Southerl n ht. of_wa hna �
i;moi
North 74'058'37v Fast 43.09 feat to an iron*n rnar n a Is4.P goi
point ofcurve, them cont. inuum$
along a curve to the Aght 187.86 met, old curve haven a csntral angle '
215.00 f - g g of 5� 03 46�, � radius of
eat and a long chord bearing
South 79x5913 fl'0 East 181-94 feet to an iron pin ma& a Pint of tangent;
South 54057!38* � � p g nt, thence continuing
East 312.98 *et to an iron pin marking a point of curve; thence continuing
along a curve to the l� 746.36 -feet s " •
_ and curve having a central tingle of 54°28'3 t �, a radius of
785_Q� feet and a long chord beating
South 82°11'53" East 718.56 feet t� an Iran ia�markin .
. p g a point of ending oFcurve; thence .
continuing
North W26VS" w&t 1D.t0 feet to an iron pin miaMa a point of be inion
. i g P $ g of curve, thence
continuing along a cu me to the left 12.65 tact: said curve hav n a central ane a 1�
S angle of l�� 55�� , a radius .
of 775.�D feet and a long chord hnrrg
North 70°05'4 9" Fast 12.65 fees to an iron gin markinga vitt of t o ent' thence .
Ranh 6 � � - P � encs continuing
9°37 46 East 315.41 feet to an iron pin; thence continuing
North 7404214" East 174.76 f g
eat to an iron gin; thence continuing
Nonh 77°31'415 Fast 309.47 fen to an iron pin marldng a point of curve; e r
ng thence continuing
along a curve to the � 114.07 feet, said circ having a centmi angle of 12*26`55t' a' rad"
525.00 fam and a long chord h g f xus of
eanng
Ngrth 711018'13"Fast 113.84 feat to an iron m n�arWn �WMt of � Iry� � � tangent, thence continuing
otth 65 04 46 East 225.50 fit to an ironfjjg thence conti ming
EX_
182300149
Page 2
Forth 58c3 5'47" FAg 137.24 feet to�an iron Vin markinga oin f •
aloe a = o curve, thence continuing
g curve to the right 129.89 feet, said curve haven a central an leoradius
475.04 f � S F �' 15 4�2 : $ of
feet and a long chord beaong i;
North 66`125148" Fist 129.45 feet to air iron in markin a v' .
N fl - P g point of tangent, the cont:nutng
North 74 15 4S" Fast 73.67 fest to air iron in on than �asterl
of the si" P y boundary of the said west 112
id Section 23; thence along the said Easterl bound
South 00'26'14 � Y �
I Nest 2453.22 feat to an iron pin; thence leaving the said Easterly boundary
South 5933'19"
1?ast 33.00 f to a, brass cap; thenc* aloe a tine 33.00 f •
parallel with the said F�stc S eet �asterll► afand
y boundary of the w 1/2 of Section 23
South M&4 V Wed 1254.88 feet to an ironVin on the_________________ -Sia __ _ avid Northerly right-of-way fine of
t N'tOway 24, -� mid �rntIrianWMifft- - - --� - _ - �
Win'ryn
War[t�ecl n t-af- � � the ���
y l MY Ione along a curve to the n h# 169. i - .
o161580, . i g 4� feet, mrd cu having a central angle
of 00 a racllos of34337,48 fftt and a lou chord g
V 0g , o d bearing
North 89°20'01 West 169.45 feet to an iron '
pin marking a point of tangent; then
continuing g
NO th. 8981132" west 2491.26 feet to the ]POINT OF ]BEG1NNrNG, ..
Said parcel of land contains 179.24 acres more or
AND0
:
A pascal of land bis
eing poMoMs of Sections 22 and 23
Idaho an • , T.4I1T., R.1w., �*IVB., Ada f�aunty, .
d more Particularly descnW as followsK
Commencing at a brass cap marking the Southwest Go - .
slur, The ter' of the said Scctzon 23, thence
g e westerly boundary of said Sttion 23
Nadh 00°20`400 Past 2634.75 fUt to a bras ca mar - sew
ton
marking � t�e �eS� ��4 orthe Sat€ Ion
23; tb
once continuing
North 40°29P14* fast 561.53 fed - .
t to a brass cap on tin Northerly right-of-way line of the
Phyllis banal, also Sala paint b�lrr the ��A� �' Y
Oht-of-way
S ��� �� � �; thence alon the said
Northerly line g
South 740591,7*, West 374.49 feet to an iron in- he .
" 'p , t +ns� rantinurng
Soi9h 81 5M wet 411.52 � to an icon in marloii a , .
alonga e _ p , S pont ofcur, thence continuing .
curve to the left 215.32 feet 6aid curve having a central s
1065.00 f - S of 12 3 5 03 , a radius of
fee and a long cbord bearing
South 7W08'5M west 214.96 feet to an ironin maddn
contiuin P S a point of tangant-
, #Bence .
S
1823001460"
Page 3
South 70*21'19% Wet 268.76 fbd to .an upn pm marking i a point of curve; thence continum .
alonga curve to the right I � I.71 fe � a
et, said curve havinS a ventral angle of 16 0149 ; a rad'us of
435.00 feet and a lon,8 chord bearing
South 78022'14'm west 122.31 feet to an iron pin marling aoint oftargent; thence.
cont1'i� "tng � f
South 86°23`09 west 350.38 feet to an iron pin; thence continuing
South 89128'06'w West 195.35 feet to an iron pin; thence continuing .
Worth 86058`12', "weft 73.05 feet to an ironpin; thence continuing
North 00046330 East 1778.52 feet to an uon pm on the Northerlybound of the South 112
of the -
` NE 114 of the NE 114 of said , Section 22- thence elan the said Northerly boundwy
�x Sov 99°20'12x . .. .
195 .4�eet to an iron pi t �' r hes carn r o the said
South 312 of the NE 1/4 of the NE I/4 of Section 22; thence along the said Westerly boundary ry ofthe
said Section 23 � .
South 0002Y 1011' west 658.77 feet to a point marking the Northwest corner of the South 112
nftheNW 1/4 ofthe said Section 23; thence along the Northerly bounds of the said South 112
h - .. boundary of
t e 1W 1/4 of Section 23 xmx
South 89*3158" East 2631.23 feet to an iron pin markingthe Northeast corner of eai
d
South 112 of the IST 1/4 of Section 23; thence along the Easterlybound of the said 4
Section 23
� 1l of
North 00*264110 East 1316.57 feet to 8 brass ca Markin the Forth 114 corner of
p S the said
Section 23; thence along the Northerly boundwry of the.NE 1/4 of the said Section 23
South 89*52 3 " East 805.00 fact to an iron pin on the Southerly oti 'nal meander lint* oft
Boise River; thence along the said Southerly on nal meandes ltn8
�
South 01004156" East 484,52 feet to an iron pin; thence continuing It
South 17°49x56' East 464.41 feet to an iron pin; thenco contrnuin
South 84°3 '�' .. -,, , g
4 56 East 862.48 feet to an iron pin; thbhc�gcont' uxng
South 34103456" East 331.72 f t to an iron pin; t~hencocontinuin
South 78° �
56n East 497.55 feet to an iron pin; thence continuing
South W04'56' Last 159.76 featito an ron pin on tlid Easterl bounds of the said
f y boundary �rlE 114
o Section 23; thence along the said EaslKly boundary of the said ISE 1/4 of Section 23
South 00°305'west 252.23 feat to an iron pin on the Mended Northerl ri ht ofwt line
of the said 1'h its � � y. $ Y
yl anal; thence along the sWd ended and Northerly right of va line of the Ph tip
Canal Y Y
South 780360l m West 924.35 feet t4 an Iran On; thesm confinifing
South 89042'41" Wta 651.80 feet to an iron pin; them confintfing
worth 79048' � - .
I �t 94.86 feet to an Iran pin, thence continuing
1823001461
Page 4
North 66412100, Nest 205.06 feet to an iron int thence -
1�arth fi4�t3t �u �, p+ � continuing
3 Wrist 169,26 feet to an iron pin; thence cont10 0
inuing
South 87011'3611 west 186.90 feet to '
t aniron pill; thence continuing
South 73458151" Nest 133.75 feet to an iron in- thence continuing
worth 87°22 - p cont�nu�r�g -
161K�t 188.28 ft to an iron pin; thrice continuln
South SS°DD�24"�"West 154.35 feet to g
an non pin; thence cvntiriuing
South 74015'480 West 56.56 feet to an iron in mar3�in '
p g a point of curve; thence continuing
along a curve to the left 153.13 fee said curve a .
having a central angle of 15 4� 112 " a radius of
56�.0o few and � tang chard bearing �
g
South 6610251481* West 15265 feet to an iron* marking -
�t
p a post of tan � then
�
South 58x3547'14 West 192.43 feet to an iron
.pin; thence continuing
South 65*04"461 Weg 22,69 fee! to an Iron pin rnarld .
along $ curve to the n ht 95 � �. ng $point of cutwc� thence continuing
$ .6�t, aid curve havx�rg a central angle of 12°26' s�
440.00 feet and a lore chord bearing 8 55 $ a radiuy of
g g
South 711118'130 West 95.41 fit to an iroa in �.
s* p m�ar�ing a point of them* continuing
South 77°3141 West 311.17 feat to an iron pin; then g
South 74°�#2'14"�, • 1? � � continuing
'west 180.62 feet to an iron pin; theme continuing
South 69°37'46' West 319.I8 i'�t to an x
ran Pin marking � poutt of curve; thence continuin
aIon& a cine to the right 11.26 fee said euro S
690.00 � having a central angle of 00156'06% a radius of
. 0 fimt and a long chard bearing
South 70°05'491, west 11.26 few to an ironin rnarlra
cantinuir� p $ pont of ending vfcurve; thence
g
NOrth 39°26U1''West 5,00 Met to an iron to rnair ' ~ - -
conT�nuir� Pin ling a paint Qfhegsru�in� of curve; therm
g along a curve to the right 651.25 feet said curare h 1
radius of 695.0o feet and �t to having a central angle'of 31
ng chord beatirtg
North $21011'530 west 627.o2 feet to an noni
p rr marking a paint of tangent; th�nc�
continuing
North 5411573 8* W&t 312.98 feet to an iron In d � .
$1oi7 a F +marltisri a paint of thinr� continuin
g curve to the left 275.23 fee4 said curvy havtn a Cent S
3 15.00 feet and a g � ante of S�a43'46", �t radius of
long chord bring
North 79°53�3 0' West 266.56 feet to 3n IrbiliIl rnar�ri w
South74°5 $'37� F g a paint of tang�t; thence continuing
west 15.34 feet to The p01W Off ` ]BEG
said parcel of fand contains 191.94 acr
ss, more or I4SS,
182001462
Page 5
the above described parcels have a combined acreage of 371.23 acres, more or less,
EXCEPT
PARCEL Y (Lot 2, Block 1}
A parcel of land hying a portion of the SST 1/4 and the NW 1/4 of Sectio •
n 23, �.4�T.,1'1�.1w.*
B.M., Add County, Idaho and more particularly &scn`bed as follows:
Commencing at a brass cap marking the Southwest corner of the said - .
d Seet�on 23, thence
halo ng±,�,�rt�he We_rst&ly boundary of tla said SW 1/4 of S ion 23 Mei
j"�I-tesV"
'i4��, 7�C�.�T�i�Lyi�ilk In.� �-•'h� 00°20'4 e =324.83 yin-�- sa��oritlt�ftMr-br`
T p
BEG G; thince continuing
Notch 00024'44" East 1575.37 feet to ap oint• thence
South 89039020" East 130.00 feet to a point- thence
North 0002&40" East 100.00 tit to aoint; thence
nce
North 8903920" West 130.00 feet to apoint; thence
Forth 06020W4W East 634.56 feet to aoin
p t marking the Nest • 1/4 corner of the sai$ Section
23, thbn&" along the westerly boundary of the said NW 114
North 00029'10x East 269.76 feet to an
p point*
� thence leaving the said Westerly boundary
South 89030 50 East 30.00 feet to an thence
South 00°29'10 west 265.72 feet to a point; thence
South 00°20'40" West 240.08 feet to aoint; thenc
p e
South 55124=15" East 230.80 feet to a point; theme
South 61015'01' East 166.51 feet to a point; thence
South 6904 03 $" East 164.12 fact to a point; thence •
South 78a 44' 07" East 165.12 feet to a point; thence
South 86°31106* East 167.26 feet to a point,,,, th eneg
Iia 8 ° � P�
North 9 55 37 East 146.00 feet to a paint; tht na
South 8104 WO56 East 107.13 feet to apoint; thence
South 68'3270" East I I0.08 feet to it point; thence
South 55013'5010 East 110.05 feet to a point; thence
South 41055100 East 110.08 feet to apint• thence
S P
South 28036'50" East 110.08 feet to a point; fa*
South 15018'206 East 110.08 feet to ap oint,, thence •
s
South 05v 33e181� East 336.96 feet to a point mann a i .
alonga c g Pamt of beginning of curve, thence,
urge to the left 239.05 feet, said curve having a. central an a '� .
,, � of 3 6 3 45 , a r us of
r+F: ti
182300wa
• ity
page 6
375.00 feet and a long chord bearing
South 37°3 825 ' Wiest :.35.05 feet to a point rnarkin the of '
North � � p . $ point afend�ng a�`curve; thence
rth 3 5 09 43 West 122.77 feet, to a Point; thence
North46114321 P � .
WMst 334.17 feet to a point, thEnct
Orth 5 d°5113 W Wiest 485.23 feet to a point; thence
North $0°5813011 West 220. 10 feet to a point; thence
South 03*W4W 291.05, feet to a oint rnarkln the of + F
elan p • � p nt of b�eguunr�g of carve, thence
g a curve to the left 40.14 feet, said curve haven a central a * o ° M ■ .
fart - g � f 46 � � , a radius of SO.QQ .
and a long chord bwdng
- Sauth 31 ° 1649'' West 39.07 feet to a int marking a.
Iy�y point 24,end curve; thence
'+�� r�i.+s -+"in ��--:
South 0004$'28" west 305.94 feet to aolnt• thence
Scut � p
x,19 45 45" East �174.Q�few to a point; thence
South 20°37'12" 1est 531.07 fact to point; th&ce
South 00 ° 451281, a West 164,90 f%et to a point;, theace r� •
Sou ° � p
South 75 59 4 rest 156.18 feet to a hit of cme; then - ■
f .d � . , �o atang� a curves to the n�ht 38.43
eel„ has curve having a central angle of 104°21`16" a radius of 20 bearing
NO S L° ' * .00 feet and a tong fiord beanng
49 0"t 3 1.60 feet to a point of endingof curve; then
Worth 89°39'2� thence
West 3 0.0 0 feet to the POINT OF iBEGG
said parctl of land contains 2$.27 acres nvro or les
= s,
EXCEPT:
i
PARCEL Ji(I,ot 4, Block 1)
ti
A. parcel of land being a Portion of the SW 114 of Sec
Count Idaho tion 23, TAN... R.1 w., R.M., Ada
County, o Ind mare part:culaErly demnbed as- follows: ,1 .
Commencing of a brass cap marking the Southwest cormr of- .
xhe said Section 23; thence
210ng the wisttrly boundary of the said SST 114 ofSection 23
Orth 00020 40' East 40.E feet to a point on the Northe
�' wa �0• thence - . p rly r��ht-aflway brie of State
y ce along the said Ngrtherl ii ht-of.wa line
South 8901132* East 69.$4 feet to0
e o�nt tfbe �nnn
� g g o f curve, also sand pont bung the
POINT off` BEG�; thence leavin t� said Mott r •
. S he ly right -of way line along curve
to the light 31.25 fee#, said curve having a central angle Of 8 T
. S gI 9°3� 1� , a radius of ZD.00 feet and $
long chord bearing
OM
18Z43001464
Page 7
North 44025160 West 28.17 feet to s point of tsn -
1`1'orth 00°2 1 � � gent, thence
D 40 East 177.61 t to a point of curvci thence ata a arty t
feet, said curve Navin a centra o � � � o the right 2.41
i angle of 75 3$ 44 , a radius of 2o.00 feet an -
�Torth 3 S° 1 �'o'� d a long chard heanng
East 24.53 fed to a point of tangent; then
North 75°59240 East 194.94 feet to a point; thenceeSo th 85°o5 '24'0 East 300.82 Feet to a point;
thence
North 82016,3r East 505.59 feet to a point; thence
South 7&394811' p - -
East 691A7 feet to a point; thence
North 0004828" East 789.24 feet forap oint; thence
Worth 3404312110
West 125.66 tat to a point; thence
9 ecu tithe ri ht�3
fect; Said cures Navin
g a central angle of 94033 , a radius of 20.00 feet a
North 04°a3�55" Fa nd $long chord beating .
East 29.38 fbt to a point marking a int of cum ou
continuing along a 11 to the tightP� F nd curve; thence
172.48 feet said curve havi a central an -300242816
radius of 325.00 feet and a long ch � -� �e °f , a
. g and bearing
North 66032'45" Fest 170.47 feet to a o* t markir� -
•
North104453 �,, n,: ji a point of ending of curvy; th we
�� T23.12 feet �� �. point o� ire'
- said curv�' - p ,,� ,thence along a curve to the right 28.30
e having a� central angle of 81 °04' Z /� g
� 1 [t � i � radius �f 2V. V V � and ii �o�� �ihor� ��►µa in
South 5742'59" 58 East 26,� feet to a Dint f g
p o reverse curve; thence along a curve to lett .
253.3 feek said cures having a cental angle of 2 � � "
bearing g 3 oD 43 , $radius oF�30.04 feet and a ion cho
g g rd
South 28°41'11'' East 251.33 feet to a point -
o �p � of tangent, their
South 40 1 I�2'r East X2.57 feet to a point of curve `
feetsaid cu opt . � thence along a curve to the right 30.55
hz% �"Z a central angle of41 410WOO", a radia
� of 420. �o feet and a long chord bvirin
South 19x4132" East 294.17 feet to a pint of
South 000148'28* _ p tangent; thence
Nest 417.11 ft to a point; thence
South 02008'24' Nest 215.05 fed# to a point; thence
South 04048 P
8 West 120.00 feet to a pooh ufcurve' thence .
feet, said curve ha • a s along it curve to the right 7$.54 w
�nnp� a central angle of 90 00 opt', a radius of 50.� feet and
a long chord bearing
Illi• _.- _-
i
- f
F
Page it
•S
South 450488" Nest 70.71 feet to�a pent of tan nt on the said No _ .
of S � rtherly nght of way fine
State ghway 20, thencd along the said Northerly ri t-of.wa fine
' �' y � y
North .89'01 132 West 1926.96 feet to the rom ap 13EG ,
1 �,
Wd parcel of Iand contains 19.70 acres, more or less,
�CEPT: '
PARCEL M'(Lot 781, Block 1)
------------------------ _ _A parzel_d being an onrtiowof- ham -S _ -
County, Idaho and snorearticular) rib
F y � ed as follows: 30
Commencing at a brass cap ung the South 114 corner oft .
he said Section. 23; thence aIari
the Easterly boundary of the SW 1/4 of the said Section 2 S
3
North 0002641'* F..Mt 40.27 feet to aoint marki a i
P ng pont of beginning of curve on the
r-Iartherly f-Highway:asaqid p -1t bellg the R������ .
��
IBEGENNMG; thance along the said Norther) ri t-of.wa ' .
y Ylie along a curve to the left 33.00 fee
said curve havinga central a000603'190, �
ngle of a radius of 34337.48 feet and a lou c
South 89°2�'S �� - g herd bearing
1 East 33.00 feet to a point of ending of curve- thenceea
Northerlylit-�of-gra line
leaving the said
63 -lit -of -way r g y ne
North 00026'41" East 1280.88 feet to a brass ca • thenc
1 h � • �i
North 8903319 Wast 33.00 feet to an iron in• thence
North 00��� p -
41 IM � 782-96 flet to an j n in; ftnee
South 67° '�� � P .
42 31 West 86.51 feet to a pant marltin a point of beginning
along a curvy to the right 3 S P 8 ng of cine! thence
8 11.59 fee#, said cures having a 0entral angle of 23a02'0r a radi
775.00 feat and a Ions chord bearinga ua of
South 11°04123" East 309.49 to aoint of tan ent• then
p g � ct
South 00°2 '41" west 415.03 feet to a point of cu .
. P tee, thence along a cine to then ht
591.42 feed, said curve having a central an a of �D�21'47" fi
EI , t! radius of 375.04 feet and alae chord
hearing $
South 45°3734" west 532.01 feet to a int of tangent; t
� g � hence
North 89011132"Wftt 95.03 feet to a point of curve; thence a
fere � � e Tong a curve to the left X3.20
t, said a hang a central angle of 101 3611 a radius of 30. .
S � � • � D0 feet and along chord bearing
South 4D 00'I9 west 46.50 feet to a point ofre�r m curve; a along cog a curve to the right97.22 f
efl, said curve having a central angle of 11*3618'", a radius of 480.00
b�nn feet and along chard
g
I 1
i
- i
11
182300166
Page 9
South 04059410 East 97.06 feet to,
p ittt of tango ;there
South 00048"2V west 417.11 feet to a point; thence
South 00*3 118" East 215.06 tit to is point tl*nce
South 48'2V west 120.00 feet to a point of curve; thenCic alOn a curve to he l
+ • � � w � t eft 78.54 �.
feet, satd curve baving a central anglt of90 ��0 00 ; a radius of 50-00 feet and a la o `
ng chord bearing
South 44*1 Mr fast 70.71 fft to a point of tangent on the said Northerlyrx ht.,of-�wa
of - � y hna
State �ghway 20, thenct along the said Northers right-of-way I p
Northerly YInc
South 89*1 Mr East 324A6 feet to a pairh of curve; thence aloe a curve to the left 136
feeE said o � �� S .45
ve haling a central angle of04 13 40 # a redius of 34337.45 feet and long chard b
South 89° 18�2'� � g �g
East 136.45 feat to the TOS OF ]BEGINNING,
said parcel of land contains 1327 acres more or les,
EXCEPT.-, .
'ARCED. Iv (Lot 53, Block 1)
ny
_r
F�
A pard Orland being a portion of the SW 1/4 and the NW'
114 of Section 23 TAN 1L 1w.
B.h1I., Ada County, Idaho and more particularly described as follows: i .
Commencing at a brass cap marking the Southwest corner of the sat niton 23, .
thence
along the Southerly boundary of the said Section 23
Sdbth 8901132' East 2627.62 feet to a brass cap maMn the South 1/4 corner a t '
Sewction 23; thence
S f he sand
WOO 2403526' west 1100.58 feet to a point, also Saidebt bells th
BEGINNING; thence
p g e REAL POINT ��
Worth 89*11'3 2" west 131.43 feet to at Point of curve, thence 1 .
F � � , along a curve to the right 34,22
fid, said Cure having a central angle of 65*2 t 5 � .P a radius of 30.00 feet and a long g chord bearing
Noah 66*3437 West 32,40 feet to a point of Mver curv*, th a aloe a cores to the 1
137.09 f 1� g �
yet, 9std curve having a ventral angle of 16 151 , a radius of480.00 feat and a tong chord
boa MR
North 32OW3 7"* - wast 136.63 feat to a point of tangent thence
North 40 1112" west 62.57 feet to a pant ofenrve; them* alonga cure to the sight 348 9
f said ce having - a w :2
R g a ural angle of 35 0D Q4 , a radius of 570.44 feet and a long
NoTi1122°=11`32" wrest 3 chord b&& �' .
'42.80 feet to a paint of themed ,
Korth 1102VS 1" Nest 46.13 feet to apo*t; thfncd
Forth 84°48'28" East 271.85 feet to a point; thence
isaaoo�4s�
Page 10
Forth 050 11'32' west 162.61 feCUO a,point; thence
North 10059`45" west 185,94 feet to a point; thence
North 20°43'08" West 1.85.94 feet to a point; thence
North 30°2631' West 185.94 feet to a point; theta ..
North 40°09540 west 185.94 fftt to a point; thence
Worth 49°53'170 rest 185.94 feet to a point; thence
North 5912572101 west 199.09 feet to a point; thence
Orth 39 O2!27 * west 290.45 feet to a point on the Southerly ii ht--sof-wx line of the �h '
banal• thence � y yll2s .
along the paid South y right-af-way IIne
North 69*37'46" East 92.95 feet to a paint; thence leaving the sand Southerly right -of - line.
.
� �I ��..�����aut �4�6�52Eas�9 - wa y ire.
a point, thencel':
South 5701623" t 66.76 feet to a point; thence
South 36046!360 East 70.27 feet to a paint; thence
North 88°03'13-"ftt 37.72 felt to a point; thence .
South 6502910411 East 32.65 feet to a point; thence
,South 35054`13" East 56.82 *et to a point; theznce .i.
South 23"08'15' East 40.00 feed to a point marking the point ofbe beginning of
aeon a curve � � � � $ � thCt�C�
g t the right 19.05 feet, said curve having a central angle of 021016'25" a radi
feet and a ng chef g us 480.00
d bearing
Forth 67°59'5801 East 19.05 feet to a point of compound curves thence aloe cu
n ht 33.15 feet said o � s g a the to the
S , aid curare having a central of 94 59 IV.; a radius of 20.00 feet and a ton char •
bearingg d
South 63°22'10' East 29.49 feet to a paint of tangent; thence
� 1 w eme
g � .
South 15Q523 * East 3.26 feat to a point; thence
Forth 74007129" East 40.00 fit to a point; thence
North 15°52310 West 3.26 f6i t to acurve• oint of thence aloe � , g a curve to the lit 33.15
feet, said curve having a central angle of94o59'19 � a radius of 20.00 feet and a long chord bEartng
Forth 31°37'08" East 29.49 feet to a point of • Compound curve
. , p � thence slorg a Cure to the
tght 68.49 feat, said curve having a Centra] angle of 08°07`384 'e'rad'
S ius of 48040 feet and a long
Chord bearing
North 83° 1013 East 68.03 feet to a point of tangent; thence
North 87'014'26" East 13,55 feet to a paint; throe
South 16°01'40" East 223.99 feet to a point; thence
South 25041'5811 East 191.00 feet to a point; thence
South 39047`32" East 180.43 fest to a point; thbncd
South 34"39'490 East 153.54 feet to a point; thence
1823001468
Page 11'
South 33104223" East 105.62 feet to apoint; thence
South 19020107't Ean 107.02 feet to a point# thence
South 04'04545" East 110.67 feet to aoint• thence
p s •
South 00°48'28" west 291.00 feet to a point; thence
South S p - -
9 11'32" East 301.94 feet to a point; thence
South 00°2641" Nest 104.21 feet to a oint of curve t
• p hence along a curve to the fight
512.57 feet, sand �r having a central an le of 90°2 I `47:' a radius S
bearing 8 dius of 325.00 feet and a ions chord
g
South 4503734'v west 461.07 fee* to the pOH OF ]3.E
Gi
-- :�-Sai4V"- of lanckentd s mm ,m _ _ _ ■ -
�r� moi` .. �� ��� _ �� ffi
_mm
EXCEPT:
VC,
PARCEL V (Lot 1, Block 2){REVISED: 8130/94)
1p�lr
A parcel 9f land Nein arti � .
g a P ort ofthe NE 1!4 of Section 22 and a portions of
and the � 114 of Sectlan 23 � the NST 1!4 •
�.41�T., l�.l�,i BM., Ada Count Idaho and rn '
described as follows: y' more particularly
C.onunencing at a bass cap markin the East I!4 comer arner afthe paid Section 22� thence along
surly boundary ofthe said NE V4 of Section 22 g
the Ea
North 00029110" East 561.53 fit to a point on the Northerly right-of-way ling ria of #Ire piiylll a
anal, also said point being the -RFA 1 P0� OF,.B]E.
right-of-way n Ii�, thence along the said �urtherl
e -. y
South 74058137fAweft 374.09 feet to a oin • thence .
South 8105622" � P � erica cont�nu�ng
Wept 411.51 feet to a pomnt of cure - thance along a
fit, said curve having a central aan t � curve to the left 1215.32 -
gle of 11 5 03 , a radius of 1065.00 feet and a lou chord
South 76'008150" west 214.96 *et S d b�edCtng
to a Point of thence continuing
South 70021119P West 255.76 feet to a aint of curt • -
121.71 fee said eve P e+ thence along a curve to the right
having a oentrai angte of 16°0149", a radius of 43 5.00
bearing
het and a long chord
South 7$°22' 14" west 121.3 l feet .
to a paint Of t&ngent; thence Gontinttin
South $6023'090 est 350.38 it to g
a a point; thence continuirg-
South 89 28 ase West 195.35 feet to adintntinui
• thence continuing
p ng �
North 86"59'12" west 73.05 feet to a vint- a
th ince leaving the said Northerly ri t-of-.wa
End of the Phyllis Canal Y .
y
n
182300463
Page 12
North 00°4 613 3° East 1778.52 fact to a point; thence
South 89020112i' East 1955.42 felt to a paint on the mid Easterlybounds of the ai
�y s cl M
114 of Section 22; thence along the said Easterly bounds of the waid 114 f .
� o Section 22
South 00029!12" Wftt 658.77 feet to a point markin the NOrthwcst corner
ofsaid - � of the South ��
1/4 of Section 23; thence along the Northers bounds of the said - .
f Y boundary d South If2 of �
1 4 o f Section 23
Seth 89°3155" Fast 2631.23 feet to a point rnarun the l'ortheast
1/2 Of tihe
� c8rn�r of the sand South
hig N 1/4 of Section 23; thence along �astccl baunda of thNorth NW 00°2'41" East 350.91 feet to a point; theme
South 59433'190 East 200.00 feet to a point; thence
=South 000264 t 300-.00 feat to a point; thence
South 8933`190 East 72.98 feet to a point; them
South 0002W4 I" Wrest 549 ,61 f ftt to a point on the said Northerly n
: y ght.of-why Ione of Ili
Phyllis Canal; thence along the said Northkl ht-of.wa line of he '
Y S! y . t, Phyll:s Banat
Forth 871122126"Wast 130.' 0 feet to a point; thence continuing
South S54 0'24 "� 1� t 5 - • �
es 1 4.38 Ibet to a point* thence continuingt..
South 74°15'4$�'�Test 96-56
. 6 flet to a point Of thence along a curve to dw left 153.13
feed said curve havi< g a central angle of 15° 40'02'0' a xaadius of560 0
. 0 feet and a long chord bearing .
South 66°25'48'' Nest 152.65 feet to a point of tangent; thence corp i '
South 58'35'47" g t nu��
3 5 47 West 192.43 flet to a point; thence continuini,.
South 65,004146wWest 220.69
` feet to a point of curve; thence along a curare to the n t 95
Said curve hAvrrl12026'55"1 .�� .
g a central angje of , a radius of 440.00 feet and
South 710 18'1 8 fang chord bearing
3 �t 95.41 feet to a point of tangont; thence continuin
South 77°31 `41 ' West 3 21.1 S
7 fejt to pvtnt; thence Continuin
South ?d°42'i4r West 80 - • �
I .62 feet to a point, thence continuing .
South 691371& West+319.18 feet to aint of thence along
�u o p° "fhong a curve to thw light 11.25
fee -
t, said rod having a ccntrW angla of 0th 5605 *a radius of 690.00 fftt and gj to c " .
South T4°05'49' Weat 11. . - �g Nord bearrn�
26 feet to S 0-lut marking a point of ending of curve; t;l �Cecontinuing '
Worth 19*26'0r West 5.00 feet to a paint marWn a Point of b .
a cor�r� t� the ' 8 p �g of curve, thence along
right 651.28 feet, said curve ham a central an le of 54°28'31' $ .
fact and a long chord � g radius of 585.00
g bearing
Worth. 82'011'53" West 627.02 feet to a point oftan dnt• thence continuing.
earth 545 �' S � .
T�38 'Nest 312,98 fed to a PO nt curve;16nce alonga curare to tIfd�
l+eft 275.23
r
r
■
a
182300,14,70
r
+ a
Paso 13
having a centnd angle of
•
P
1
i
4
•
46'6 md'us of 3 00 feet and it long chord beanng
Ncrth 79*5V3 0" West 266.56 fedr ` IV r
tO a
POW i .
i
•
"1
fr
ence cortunuing
South 74058170 Wdst 15.34 feet to the p0jM OF ]BEGINNING,
said Parr,61 of land contains 130.87 ams, morg or less.
Mal Rcmaae for the parcel descdbad abovt
m 8cr&s,, more or less.)
KL LI
4347
OF
As,
® its
•
. s
•
r-•
rj
A
I
® C
i
1
r I
6 4 9
:-V 0
DEED dv
F�
FOR VALUE RECEIVE
D, Spn Corporation, the fir• ternd h
bargain, sed and convoy unto S urwxn Limited �� U �u U :, Y t�
_ p g ted Partnership, tiv� grantee, whose a��ress �s
Forth 4th StrStutz U `D
�, � 5, E aase, Idaho S3 7��, a� of Crrantor's riinte•
regi ro located tl ,ani • ie the
"A" pY in Aida County, State of Idaho, and more a . •
,attached hereto and - � ��`i� d�eri�''� ua ,�xh�h�htF
incorporated hereva by reference.
DATED #his g da of
*' �' 1994■ :1823 001485
GATOR:
SP V RW G CORP RA770N
r�
BY r
Its
w
STATE OF IDAHO
RIF
County of Ada ass.)
On thisJ400—day.--�of 199, fore me the wndersi d
Ptabtic in and for said Stag, 41Ya ears ane � a Notary
known or `d � I�p d
z en#af ed to me to be the
ex�:cnted the ' t or the of the entity that
who executed the ent on behai f of said entity,
acknowledged to nae that such entity executed the -. Fand
. tY �sarne.
IN 'FITNESS WHEREOF, I have hereunto set nay hand and
said Cohn affixed my official seal m
tY the coy and year first ab eve written.
Opp WOOD
a M
1! C000 ;i�
Notary— P V"A-r
dahRdsi
Commissions:
I
Z
T.
F�
F
I�X823VV.
.l r
v
DES CRIEPTION FOR
SIP G SU13DIVISION ON -GOLF COURSE piIGpERTYj .
A parcel of land being a portions of the west 112 and the SE 114 of Sections
23 TARP
■
XIW., B.M., Ada County, Idaho and more particularly descbed as follows:
Commencing at a bras weap marking the Southwest corner of the said Section 2 •
along the W 3, thence
Westerly boundary of the said Section 23
North 0002040' Last 40.40 feet to an iron pin on th6Worth*J ri ht -of -vera In
Y g y line of State
1P9bWaY,,,20(FA.P.-190..F4-30210)), als�said point b tW ItEAi rD
i . INTDF BEG G + -
thence continuing
North 00102x'40 Last 2594.75 feet to a brass cap markingthe w*st 114 comer
Section 23- thence continuing me of the said
North, 00029'10" Last 457.75 feet to an iron pin on the Southerlyri ht�-of-
Ph ills Canal; - g way fine of they
Y ; thence along the said Southerly right-of-way line
Worth 74°58'37" Last 43.09 feet to an iron pin marking a Dint ofcurve;
P thence continuing,
along a curve to the right 187.85 feed, aid curve ha a centralang a of 50 °03 '46, $ radius of
15.00 feet and a long chord bearing
South 73°59r30$ -R Last 181.94 fist to ars �n in marldn a int f to
M • P . g l . o ngdht, thence continuing
South 54 57'3 8 Last 312.98 feet to an iron gin marking a dint of curve; thence .
g P ante cantinuug .
along a curve to the left 746.36 feet, said curve havinga central angle f 5 .
795.00 feet and - g o 4�8`3I , a radius of
a ]ori chard bring
South 82* 11'53"' Last 71-8.56 feet to an iron
pin marking a point of ending of curve, theneecontinuing '
-
Forth 19026tBq west 10.E Etat to an iron Vm nwking a point of unu
ng of curve; thence
continuing along a curve to the left 12.65 feet, said curve hevin a cmtrat 1 r
of 775.00 $ angle o� 00 56 06", a radius .
� and a long chord bdariny
North 7OP0549" F..ast 12.65 feet to an iron pin rnng * oint oft$ ent• then -
Forth 69°3?'46RP � � continuing,
Last 315.41 feet to an iron in; thew.6 continuing
North ?4°42'l4 Last 174.76 feet to an iron pin; thence continuin
worth 771031141'-' fast 309.0 - - g
7 feet to an iron pin narking a point of curve; thence continuing
along a curve to the lei 114.07 feet said cu
curve, having a central angle of 126`55", a radius of
525.00 fact and a tong chord bdaring
Forth 71 *18'1310 Last 113.84 feet to an pin marlin $ int of to exit- theme ' '
Forth 6 a " , . _ S P ng ante co�nutng
S 04 46 East 225.50 " to an iron pin; thence continuin
g
1
V
-Y y
1
i
t
Page 2
Forth 58035'47" fast 197.24 feet to = iron ire marking a of ' •
glow _ � S p nt of Curve, thence cont�nu�ng
g a curve to the rjght 129.89 feet, said curve havinga central angle f1504010210,
0
�#?5.00 fit a - g v IS �� QZ , a radius of
and a long chord bearing =-
North 66025148" fast 129.48 feet to an uon pm irnarWn point S a p oftangent, thence continuing
North 74 15 4r East 73.67 ket to an iron in on the Easterly on
of the a' P y b ndary of the said west 1f2
said Sactzon 23; thtncC along the saic asterl bounds
South ooh ' � - y • �
6 4I Wet 2053,22 feet to an iron pin; thencd leaven the said
South 5933' 1 9' � � � Easterly boundary
East 33.00 feet to a brass cap, thence along a line 33.00 f •
arallel with the said � e� easterly of and
P ]Easterly boundary of the W 1/2 of Section 23
SGUth 00°2641" west 1280.88 feet to sal iron in on the said
! State w - - P ry bf1hurve; �]'ottharlyrightof-wayin e of
ay 20, also said point marking a oint of b n� -
I�Iortlie. p , g t�anhe-said
y right-of-way eine sung a curve to the n bt 169,45 fe '
of 00016158" S said curare having a central anile
s a radius of34337.48 feet and a long chord beartr�
Forth 89`2�'� 1'" w g
est 169.45 feet to an iron pin markt a sant of tan
continuing p gent, thence
Narth 89011'32* west 2491.26 tbet -jo the POI P
Q B1aGINNINC,
satd parcel of land contains 179. - k
24 ams, mare ormless.
AND:
A }parcel of land tieing portions of Sections 22 and 239follows:, �'.4N., �- I'�'., B,l�i., Ada faun
and more particularly descn''bed as ��
COMTnenLing at a brass cap marking the Southwest comer
elSIMS the a of the said 9'�ct�on 23, thence
g Westerly boundary of said Section 23
North 0002V40" East 2634.75 feet to a brass ca mark -
23' thence ca F the west t�4 of the said Section
continuing
North 000290100 fast 561.53 fact to a brass cap on the Iqortherly right-of-way ling of the
Phyllis Canal, also said point h�the ILEAL PO������a ii fhenCC alongHorthy right-of-way line the said
South 7405837" wzst 374.09 feet to an Iron inthence continuing
o P � uing
South S 1 56'22N - West 411.51 feet to an ironin marking -
c P S a pant of carve, thenet contxnu�ng
along a urvc to the left 215.32 feet, Mid curves having a etntral angle of 1 Zo3'0
1065.00 fftt and a long chord brng 3 p
a radius of
South 760081504 west 214.96 Pet to an ironma
In 'n
continuity g a point of tanpnt; thence
g
,r.
1823001488
Page 3
South 70021'19'" Nest 268.76 feet to an iron in marking a lint of curve; ' ' - .
elan - F P e, thence continuing .
g a curve to the.nght 121.71 fact, said curve having a central angle of 16001140", a radius 435.00 feet and a long eanng chord hdius of
South 78°22114P Fest 121.31 feet to an irong in mrkin a point •
F p t of tangent= thence.
continuing
South 96023100 west 350.38 l et to an ironin; thence continuing
South
89 28 06 West 195.35 feet to an iron pin; thence continuing
North 860158'12' Nest 73.05 feet to an ironV' ; thence continuing
North 00*4633" East 1778.52 feet to an iron pin on the Northerly bouer
of th'CNE N�dary of the South M..
i14 of NE 114 of said Section 22, thence aloe the bald Northerly
- - South � � S boundary
8902012
r42tINNE
�'a pti narking fhe Northeast corner of thesaid1outt�e 1 114 of5 i .
Section 22, thence along the said Westerly boundary of the
said Section 23
South 00*29110111 Wes 658.77 feet to a paint markingthe Northwest co
afth Nw 1I4 - comer of the South 112
of the said Section 23; thence along the *Northerl bounds of '
the 1 Y boundary the said South 112 of
14 of Section 23
South 89°31'58' East 2631.23 #fit to an iron inAarkingthe Ido h F A .South II2 of the � � P rt est corner of the said
I14 of Section 23, thence along the Easterly hounds of the said
Section 23 boundary NW 114 of
North 00°26141 "' East 13 16.57 feet to it brass ca marld n th
p g the 'North 114 corner of the said
Section 23;
thence along the Northdtly boundary of the NE 114 o f the said Section
South 89° 2� 11 - _ _ S tiara 23
5 9 East 805.00 fc to an iron pin on the Southerl ori incl ince '1
Bois�, River, thence elan he .. Y g meander ling of the
s g t said Southerly anginat meand7cr line
Outh 01°04=5aEast 484.52 feet to an iron pin; thence continuing.
Soot � p, �
South 17 49 5& East 464.41 feet to an iron pin,, thence continuing
P� , cantjnu�ng
South 84034'5& East 862.45 feet to an iron pin,- thence continuing
South 340345& pr � ung
East 331.72 feet toan pin; thence continuin
South 7$''04'56P East 497.58 feet r pin;continuing g
to an iron pari, thence
South 66°04'5 East 159.76 to an iron in on the Eastkl .
of S� � F y boundary of the said � 114
coon 23; thonce along the aid East6rly boundary ofthe said NE 114 of Sec
South 00°30"35p tion 23
'west 252.23 feet to an iron pin on the extended Northerlyright
afthe said Phyllis them * 8 of moray Lne
Y slang the said Wehded and Northerly rpt of Awa line of the P
Canal
Y hylits
South 78°36'01 " 'west 924.3 5 feet to an iron pin; thence continuing
South 99042'01-'" P+ ' .
West 651.80 feet to an iron pin; thence continuing
North 79°48i10�' west 94.86 feet g
to an iron pin; thews continuing
.1�
i
82300' 4
i
Pagw4
North 6601210" West 205.06 feet to an.iron in; then ' .
North 74°30t � p, ► � continuing
32 West 169,26 feet to an iron pin; thence continuin
South 97011'36* West 186 9 -
. 0 feet to an Iron pin, thence continuing
South 73058151" west 133,78 feat
to an iraripar thence continuing _
North 87022260 Nest 188.2$ feet to an iron in• thence -
South 8512001240west 154.38 feet to an • � e continuing
iron pin; thence continuing
South 74°15'48" West $6.56 feet to ori �
iron pin marking a paint of curve; thence continuing
along a curve to the left 153.13 feet, paid CUM havingo � �
560.00 feet an a central angle of 15 4U 02 , a radius of
d a long chord beating
South 66025'48'9 West 152.65 feet to an iron ]n -
_--_�_-- p arldng a point of tangent; thence
South:58035'47" west 192.43 ; -- ----.._ - i
fftt to an iron pin; thence continuing
South 650OW46fA WVftt 220.69 feet t - -
o an Bron pin marking a point of curve; thence c9ntlnuin �
along a curve to the right 91.60 #feet, said curare haven 8
440.00 feet and a long chord nearing S a e�ntrai angle of 12°26 55 ; a radius a f
South 71018'13" West 95.41 fit to an iron M - .
South ° ' " t a point oftangent,dhenee continuing
?? 3141 fest 311.17 feet to an iron in* t efface co i .
� South ?'4° '"� � ntin
4214 Wet 180.62 - . g
feet to an iron pin, thence continuing
South 69"37'45*'West 319.18 feet to an iron in marking ng a point of curve; thence continuD
along a curve to the right 11.26 fee said curve h S
� having a central caste of 056'06" s radius
690.00 feet and a long chord beaiin f of
S
South 70005149F west 11.26 feet to an ironin rnarli . .
continuiu p ng $paint of ending of curve; then
■ •
North 19P2605 tf west 5.00 feet to an iron Pin Marking $ � .
continuin ala a curve P 8 point of b�gir�ng of curve; thence
g ng c rve to the right 651.28 feet, said cures havxn a central leo5402813
radius of 685.00 flet and a longchord g f 1 � a
bearing
North 820111534 West 627.02 feet to on iron pini
marking - .:
Continuing
Forth 54°57380 West 312.98 feet to an ironin marlin
sloe a t P & g a point Of curve; thence continuing
g curve o the lef1275.23 feet, said curve havin a central ant ° 1 ri -
315.0Q felt an g angle of 50 03 A6 , a radius of
d a ]Ong chord bearing
North 79i°5930" West 266.56 feet to an ironin marlii •
South 74°5837" P ng a point oftangent; thenee continuing
West 15,34 et to the POINT OF BEGINNING
said parcel of land contains 191.94 acres more
or tela.
182300JL490
PagY 5
the above descriled parcels have a combined acreage o -
f37'1.23 acres, more or less,
EXCEPT.-
PARCEL
XCEPT.
PARCEI. Y (Lot 2, Block l)
65 A pafcel ofland hung a portion of the SW I14'aad h
�.�. the NW 114 of lection 23, �'.4i�'� l� Imo. •
Ada County, Idaho and more part's d
P y es mled u follows;
Commencing at a brass cap m9xidng the Sort
hwest corner of the said Secti
on 23 - thenc
along the Westerly boundary of the said SW 114 of Section 23 f e
.� .� orthL<-0MO'40" mast;S2-i F n o` ti
.meet t � �ih -� I
IDES G- then injg OF
�e cant�n�irig
Orth 00°20'40" East 1575.37 feet to a point; tbwc
South 89°3970" y P_ e
mast I3O.QD �t to a point; thence
forth 0(132V40" East 100.00 &et to a oinr then
North 89039!20'r p - ' od
94 West 13D. feet to a point; thence .
No ��0'40� fast �
34.56 feet to a point markla hF .
23; them aloe � .. p � t � l�fst II4� �m� of the said Section
g the Westerly boundary of the said NW 114
Narth 00a29'I O"" East 269.76 feet to an olr�t• the
South 8 ° � � point; thence leaving the said masterly bound
9 3a S -least 30.00 feet to an point;
v t � , thence
South 00 291 V Wast 269.72 feet to soint;
p � thence =-
South 00020140'" West 240-08 feet to aoint.
P , the4ct
South 55'024'154 East 230.80 feet to point; t
o � ,� p ' h�cnct
South 61 *15"01" East 166.5' 1 feet to a point; theme
South 6g°40'3 �' � � a
8 East 154.12 febt to a point; thence
South 7S°04'07N East 165.12 feat to a olnt' tberic
South 8603 1'06' p - ' a
East 167.26 feet to a point; thanGe .
Forth 89°55'37" East 146.00 feet to aoint• tlrsncg
South 81�4t�;DS" 107.13 � - ,' .
East 3 feet to a point, thence
South 68°32`20 ' East I I0.0S feet to ant� ol
p , thence
South 5501314" Bgst I IO.OS fctt to apoint; thence
South 41 *55'20'w, East 110.08 feAt to a oint; the
South 28�3�`5 " P - �
o East 110.08 feet to a point; theSce
South 15°18'20" Best 110.08 ftt to a
oint; thence
'
P f
� South 05°33'I $'- East 336.96 fit to aoisitung MISking `
P $ Point t of beginning of wrva; the
along g a curve to the left 239.0S fejt, said cures 1havinS it central
angle of 3603114510, a radius of
_-a
A'szaociiasJL
i
y
Paz& 6
375.00 feet and a long chord bfarin
° � g
S --
outh 37' 38 2r west 235.05 feet to a Point mar ' •
F , long #hLf paint of finding of curve; thtnc
orih 35'009'430test 122.77 feet to a o�nt• the i e
F thence
Forth 4610141320 wast 334.17 feet to aoint•
� , thenCg
North 56051030m west 485.23 feet to a oin •
F T, thence
North 80a 581 3��
West 224.10 feet to a of •
point; t�ie�lCe
South 03"W400East 291.05 #bet to It dint marking - '
elan a cu p ark�ng the pont of begznn�n ofcur�e• then
g rfc to the left 40.14 feet, said curve having - o f n g s ce
feet and a to - S a central an8le of 4� 0fl 00', I radius of 50.00
ng chord b ear�ng
South 3101649" west 39.47 feet to a �point mtha�rking n_ a point
mm aF m int afm em mn.d.m.•.n
g .ofraI.�rmvc= mthryece
------------ .Noh.8-1°4 1 est sx9'eea,2 po-�South 00'048!2r West 305.94 fet
.. .raw ..
_ .
R m
to a oint • thence
South 19°45'45" point,
East I?4.�2 feet to $ point; thence
S ora th 2003 71120 west 531.07 fact to a i
a � point; thence,
South 4� 4815 west 1 64.90 feet to a
S � .� point, thence
Guth 75 59`24 wit 156.18 felt to a int of
f� said cu � ��, thence along a curvy to the right 36 4
f � hav�rsg a centra, ��e of ��4��' � � g . 3
� ,� _ � , a radius of feet and a long char
�ort�-'S1 4�S e� 31.5 feet - . S � be 4,
to a pont of ending of curve; thence
Worth 89°39'20"0 West 34.00 fact to the - .
P
said parcel of land contains 25.27 across more or less,
E3rcv-.pT: M
PARCEL T!(i,ot 4, Bbdc Z)
A parcel of land ming d portion of the S �
County, I � '� 114 of Sdctivr� 23, 7'.4I�T.,1�.1 w. 13.1. �
ty, daho and inane particularly cubed di foil da
follows:
.
Comrincing at a brass ca marking the S
alon t p og authwest corner of the said Section 23�
,9 hd westerly boundary of the 9ssd S , th nc
� 114 of �jon 23 _
North 00"20'4019 est 40.03 feeg to a of
hwa 2�* point on the Northerly right-of.-wa line of State
.
S Y , t ur� slang the said Nortfwl rl ht�-af wa Y t
South 89°i � �� Y � Y 1�r�e
1 East 69.84 feat to a o3nt of beginning i
REAL p��• � � - � of curve, alio said oust ��A the
- �� ��� C, ftce lean # � $
to S he said �ortheriy right, -of -via Brit a
the fight 3 i.25 feet, said curvy h Y hong a curves
aving a c4ptrA an& of 89*321 , a radius of 24.00 fe
long chord tearing et and a
- � i
1823001492
Page 7
North 44025260 West 28.17 feet to a pint of tang ent• thence
North W*20 4CI" East 177,61 fort to a point of curve; thence alonga curve to the light
fee said eurvG 26'`i �
having a central angle of75*38;4411 a radius of feet and a tori chord i�atlrtg
North 380101021,East 24.53 feat to a point of tangent; thence
North 75059124 East 194.94 feet to a point; thence
South 85006`24" fast 300.82 feet to a point; thence
North 821116"W10 East 505.59 feet to a point; thence
South 76°39'48* East 691.47 feet to a point; thenci
North 00°4W28'* East 759.24 feet to it point; thence .
North 34"43`21& West 125.66 feet to a point; thencvvwe
alon&a .-
feet: said curve having a central angti of94°33'00 a a 0 f and a long chard bearing radius of20.---_--
�
Worth 04003'SSO East 29.38 feet to a point marking a point of a
continuing l - � S � compound curve, thence .,
g a ong a curve t o dot 172.4 feet, said curve having a
radius of3 central angle of3002V2811, a
25.0 0 feet and along chord hearing
At
o� 66°32'455)East 170.47 feet to a point marking aint of
" � �, � S a p ending of cures, thence
North 81 41# 53 East123.12 feat to a point of curve thence atop
feet3 said cures haviri a �, � a curve to the right 25.3 D
a central angle of 81 0418s , a radios of 20.00 feat and a longchord baring
South 57042=58" East 26.00 feet
to a point of reveaae curve; thence along a curve to left
253.03 feet, said curve having a antral angle o f 23*00'43 a radius
bei � of 630.00 feet and a tang chord
South 281141111 O bast 251.33 feet to a point of tangent; thence
South 4CPI 112" East 62.57 felt to a point of curve- nee a3 .
� ung a terve to the right 300.5
few said cures having a central anpje of 41°00100x, a radius of 420
.tom feat and a long chord beanng .
South 1 ga4132"East 294.17 feet to a point oftan tangent; thence
South 000482811 � :
West 417.11 feet to a paint; thence
South 0200824'w West 215.06 feet to a point; thence
South 00'4828' West 120.04 feet to a point of curve; thence al
� Wd t�� � v r ej along $ curve to t�� It��t 7$.54
f
e having a central angle of 9� 00 00 , a radius of 50.00 f •
eel and a tang chord hearer,
;2=
1823001493
Past 8
■
South 45°4812$ Wdst 7031 feet to a point of tangent on the Said Northerly si h a - `
of S � -� Y 8 t �f way line
State �ghway 20, thence along the sa@ Northerly right..Of wa in,*
�To 89° y Y
nh 119 west 1926.95 fief to the POINT OF BEGDMI'G .
s
said paroel of land contains 19.70 acres, nwre or less,
�CEPT:
PARCEL Yff (Lot 780 Block 1)
portivn -OF the-.Svut l2-S*Ctlon 3 - -
o6i.�
County, Idaho and more particularly descn`bed as follows*
Con encir�$ st a bass cap ma IdAg the Saoth 1/4 ' ofthe said Section 23- the
eloxgtt Easterly boundary oftho gw I14 ofth� said Section �3
Worth 00°26 4 I q East 40.27 feat to a(Ant markt point o
� � a p f beginning of curve on the
Northerly ro t -of -way line of State Highway Z0 also said ire '
� .. Y. _ t be: ng they �A POINT OF
BES G, thenge alors the said Northerly light -of -way line along
said� W or � � � a C�lrv� t the lt'ft 33.ti0 feet,
curve bavt�central angle of �� Q3 I8 , a rad�cts of 34337
.48 feet and a long chord bearing
South 89P265 11 East 33.00 feet to a paint of ending of curve; •
Northerly 8 rve; thence leaving the said
y nght-of-way line
Qrth 0002641" East 1280.88 feet to a brass cap; thence
North 89033119" west 33,00 .het to an ironire• thtnee
North 0� - '
�02 6741" East 782.86 feet to an�
tion xn, thence
South 670421314 'rest 86.51 feet to a pot
nt marka of he `
ng a point gtntung of curve; thence
along a curve to the rigbt 311.59 felt, said curve have a central � •
'�?5.0 � � t l ante or �3 �� 08 , a radius of
*a and a long chord bearing
South 11004'23" East 309.49 to it paint often t; tI e '
South 006 �= �
4I west 415.03 feet to a paeint of curve; thence plan a curve to the right
59 i.�2 feet said cures Navin a center g
g angle of 90� 1=4 7 %;p a radius of 3 75.OD &a and along chord
boating
South 45437134" wat 532.01 fbet to 0 point or tan ent• thence
NQrth 899 1'32west 95.03 feet to a paintOfcw vc; thence along
feet said curve, ,� � 8 a curve ry to the left 53.E
having a central angle of 10103618 , a radius of 30.00 feet and along'
chord beanng
South 4 0PM 19" west 46.50 feet to a pvat of nversp co • thfnct a1 •
g?.. ��, said curare haul � Wong a cures to the nit
ng a central angle of 21°36tj 8 ; a radius of 480.00 fort and jp long chord •
b�
r
182300149¢
Page 9
` South 040591410 East 97.06 feet tQa pint of tangent; thence
South 00°49 - �
28° west 417.11 feet to a p olnt; thence
South 00031!2r East 215.06 feet to a p6mt, thenc6
South 4825" west 120 .00 feet to a point of curare. thence along
4 cure to
feet.d carve having a central angle of 90o0a rard�us Of - '
`
South �° l 1 � D fest and a Lang chord bearing East 70.71 feet to a point of tangent on the said Northerly
Of State Hhwa � - right-of-way �tne
y 0, thence along the said Northdlrly right-ofwa line
South 89°1 1�2� fast 324 Y
• .46 fit to a point of curvy thence along a curvo to thr I� 136.
45
feet, said cuFve haft a center angle of OD*13401 a rads
° � us of 3433 7.48 feet and Tong mord bearing
ScWth S3 18'22 East 136.45 feet to the POYN OF DEG g
aviparcel of Iall,dcanta`ns 13 _ �
27 acres more or less,
EXCEPT:
PARCEL TV (Lot 533 Block 1)-
A parcel ofland beim a portion ofthe SW 114 and the1/4'.
E.M. Ada .'�w of Section 23, �.4N., �t.lw.
County, Idaho and more particularly cescobed as follows: '
Comnxncing at a brass cap marking the Southwest c said the Southerly corner of the said Sect�an 23; thence
g ly boundary of the said Sermon 23
South 89°I I'329 fast 2627.62 feet to a brass ca marking - •
S action 23; thence p rksng the South 1�4 earnex �fthe sa7d
North 20°3526*, welt 1100.55 feet to aoint, also - '
p o s�sd point b erng the BEGINNING; theme
North 890116321, west 131.03 feet to a point of curve.- thenc .
far sazd carve having� P'� slang s curve to the right 34.22
a central angle of 6502 151 1 a radius of 30.00
North 56fart and a long chord bcr�s
°3a'3?' west 32.40 fit to a point oft Terse curvw, thence ^n t }�
137r� � �d �rv� �'!� � . i along, � curve- `� the
having a central anglc of 16021'51"11 a radius of480.00 feat and a long
t bearingird
North 32000'370 west 136.63 feet to atan rn -
aint of
P g t, thence
Forth 400119V west 62,57 Mt to & Paint of curvy the= t
�a ang a curve to the right 348•I9
feet; stud curves haves a central ang)e of 35*WODO a radio •
. a ° ,` sof 574.oa feet and a Tong card beating
North 22 4132 West 342.80 feet to a asnt of ant- rn g
P tang , th ce •
North 11.024'51" West 46.13 fbet to aint; thence .
� u � h
North 84 4878 East 271.$5 feat to aoint•i thence
e
1823001495
gage 10
North 05° 11'32 n West 162.61 fewt to&. oIs thence
North 10 5S 45 West 185.94 fbet to $ dint; thence
North 20 43 08 'fest 195-94 feet to a pointb thence
North 3 002&3 10 Vest 155.94 feet to aoint' them
Forth 40°O ' P
54 West 185.94 flet to a point; thence
North 49053'174: West 185-94 fact to aint- t#�nce
North 59057' apo
int;
p We& 299.02 feet to a point; thftce
Worth 39°02`27" west 29.45 flet �; �.
to a paint on the Sa�therly nght-�f_v�a� i�ne ofthe Phyllis
Canal; thence along the said Southaly right-of-way 3�ne
North 69237'46 92.95 fret to a point; thencb
leaving
tsaid Sotthe�y fp(iffit'vienee,���_-
South 5701613," East 6f.76 feet to apoint; r�•
gwht�f�l�ta rctine,
vw
thuce
South 3&4&36" 36East 7027 feet to aP oint• thence .
WNorth 88°03130 East 37.72 feet to a point; thence
South 65°29 04 East 32.65 feet to a pol'*nt' theme
South 38054"13t' East 56.82 feet to a point; thence
:.
South 23°08' 15" fast 40.00 fMet to a pint r
• Point marking the paint of beginning of curve• the
along a cure to the right 19.45 fit, s�ud curve having � thence
feet and a long chord beefing
g a central angio of ��°I��� ; a radius 454.00
forth 67059'58° ER919.05 feet to a Pint Of compound -
right 33 n�po�rnd curve, thence along a curve #a the
g .16 feet, said curve having a central of 94°59' 19" a radius of 20.00 fit it and a 10ng chord •
g - �
S oath 63 *22' 10* East 29.49 feet to point of tan
a &East a � g int• , thtnCe
South 15 523 3.25 feet to aoin,t; thence
Forth 7 ° p + ,
4 07`29" East 40.00 feat to a poont; thence
Forth 15*52 3 I " Wau 3.25 feat to a oint of curve
f p , tee along a curvy to the ht 33.15
�, sard curve hav�t�g � central an a of 94259'1 � �
a radius of 20.x0 feet and a to c -
Worth 31 °37'08* - fiord b eanng
ast 29.49 t to a point of compound curve; thenc* cion
right 65.09 feet, said curare h�n � � g a ��e to the
g a central ang of 05 07 3 r, radius o 48.00 feft and a 1
chord bearing a rdif0
ung
North 83 ° 14'37 ' East 65.03 feat to a pint of tan
o � �„ p � gent, thence .
North 87 14 26 East 13.55 *d to a otnt' thence
Sant �" p '
h 1 0140 East 223.99 fft to a point; theno
South 2 ° � P , .
5 4158 East 1 SI.W feet to a point; thencb :
Smith 39°4732" Favi 180.43 feat to a ofrit• thence
a f P � .•
South 34 39 4911 East 153.54 feet to aoin • thence • -
p �
4
1SZ'7001496
P e11
South 3304273" East 145.62 feet to a point; thence
South 19°2VG7" East 107.02 feet to apoint; thence
South 04045145" East 110.67 feet to a point; thence
� South 0004829' West 291.00 feet to a ppint; thence
South 99a1 1132u East 301.94 feet to a point; thence
South -0D'02'41 '& Nest 104.21 feet to $ point of curve; thence alonga curve to he
t right..
3 512.57 feet, said curvb having a central angle of 90`23'4'*;a �radxus of325. 00 feet and
Waxing
a long chord
South 4 5*3 734' West 461.07 Met to the QOM OF DXGVflMGjj
nor orless,
EXCEPT: ..
:�J,
4
PAUCEL V [fit 3, Block 2)(REVf SEl3. 8130/94
A parcel of land beim a portion of thO i!4 of Section 22 end a portions ons aftheNW 114
and the M 1/4 of S&tion 23, TAN, XIW,, E,M. Ada Count Idaho s y, a a nd more particularly
�pscribed as follows:
Canunencing at a brass cap rnarinng the East 1/4 corner of the said Section 22-
,
the� EaSerl b thence along,
boundary of the said 314 of Section 22
North 00°29'10" EAt 561.53 feet to a point on the Northerly tight -of -way Ii '
also - _ . y ne of the �hyl�ie
Cannel, said point hei ng the REAL POM OF BEGINNING; theme l
ht-�of-tea I r' a o the Said orther y
g y d
S out h 74058'37* Wwt 374,09 feet to Vpoint; thence 4I I Wcontinuing
South 8IQ56�28105622m�t 8
-51 feet to a point of curve; thence along a curve to the left 215.32
feet, said curve having a central angle of 11'13TOT+ a radius of 1065.00
Q � � _ et and a long chard beanng
South 76 08 5f West 214.96 fact to a point of tangent*, then ce con in
� i t uzng
South 70'021119P West 263.76 feet to a dint of curvy- thchce along •
121 1 a g a curves to the right
.71 feet; said curve ha3bg a central ang of I5 014910, a radius of 435.00
feat and a long chord
bearing
South 78°22' 14" West 121.31 fe* to a point of tan ent; thence continuing
f
South 86°23 090 S �"est 350.311 feet to a point; thence continul
$902910616 West South 89°28��5
'fest 195.35 feat to a point, thence continur
North S6°58'1
2 West 73.05 feet to a point; thence having the said Northerly right-of-way
iingi of the Phy1fis .
hytlis Canal I
:}
r
1823001497
Page 12
Forth 00°4633" Last 1778.52 %0 to a paint; thence y
South 89020'12" Last 1955.42 feet to0a" point on the said Easterly.
114 of Section boundary of the said 111E .
n 22; thence along the said Easterly boundary of the said NE 1/4 of Section 2
South ��9' 12" �' 65 2
9� est 8.77 feet to a poanf marking the Northwest corner of the South
ofs�d N'� 114 of Sectlan 23• the 112
nee along the Northerly boundary of the said South 1/2 of the .
1/4 of Section 23
South 89*3 1'58'' Fast 2631.23 feet to a dint marking the 'No •
1I2 v P � 'Northeast corner of the sand South
f the NW 114 of Section 23; thence along the Easterly boundary
North � � y cry of the �d � lI4
o h 00026 41 Last 350.91 feet to aint; thence
�.
South 89'23311910 Last 200.00 feet to a oin • thence
South-�[ &41 1 st 30k.0a t a 8 is - hem-------------------r------H.
South 89 3319 Last 72.98 feet to a point; thence
South �° M P - � .
0 26 41 Nest 549.61 fact to a point on the Vid Norther ri ht-af-- .
Phyllis lanai• thrne� �' :�Y g vray�hne of the
Y clan the said Northerly right-of-�wa fine of the Phyllis
worth 87*2226' Y yds banal
°2226 west 130.70 feet to a point; thence continuing
Sout�i 55000'24" west 154.35 � g
Ret to a point; thence continuing
_ Sixth 74°I5'4r west 56.56 feet tQ a Dint of
f . P cu e; thence elo a curve to the lei 153.13
�, said curve haven a o ■
g cent angle of 15 402 , a radius of 560.00 feet 8nd a ton
South 6602548"�t'es - g chord bea�ng .
1 52.65 t to a point of tangent; thence continue
South 58035147" Wrist 192.43 feet to � ci �° .
p m, thence cant�nu�ng
South 65,004'4e west 220.69 feet to It point of curve- thence ~ ., .
fee said - � along a cures to the right 95.6 '
curve having a central angle of 121261155% a radius of440.0o f i .
South 71 *1$'I3 0 cat and a fang chord bearing
West 95.4I fleet to a point of tangent; thence continuing
South 77 141 west 311.17
feet to a p 0�nt; thence continuing
South 74°42'14 west 180,62 - . g .
feet to a paint, thence car�ttnu�ng .
South 693P46* est 319.18 feet to a Int of curvd• thence •
fee - � � s hong a curve to the nght 1 1.26
t; said curare having a central an& of 00056 '06",
a radius of
690.00 feet and a long Chord big
South 70005'49p' ��it 11.26 f to 8 olnt In
continue ng p arking a paint of ending of cures; thc�
North 19c'2'&08814 weSt 5.00 feet t;3 ato the �t n7�C]nB $ p � �
a cure �p° int of be�nn�nMg of curve; thence aloes
right 651.28 fbet, said curve having a central em le of 540283 .
re chord baringg � , a radius of 685.E
fact and a long
North 82011053,m Fest 627.02 feet toeint oftangent; . ng
'
P� thence oonttnut.
North 540579 0 Fest 312.95 feet toeint of curve thence
Po along a curve to the left 275.3
M
aaZy•- f
L�
L
® • s
4
1
I
j
18230010
498
•art �}
Pap 13
� fejt, laic# curheMng a central an� p . •T
glis of 54°03 46 , a radbs of 315.00 feet and a lore chord beam
North 79°S4'3t�"'west 266,56 � .
. 6 ftet to 8 Mint Of thence contWin
South 74a58137* �i �
st t5.34 feet to the POINT off` HjGjWNjIG
sadd parcel of land contains 130,87 acres, more or Ips
(TM total acreage for the parcel descnbed above is 166.84c
a mss, more or less.)
1 ; i
At
1
1
1
X47
3 Z
1
ti
�I
.57
7 .11El ro f
I
1
a
TX 11R/:
A
�M.. R
•
4 k'4
D E E D - •
FOR VALUE RECEIVED, JObn W. H&it� the grantor, d(_ ereiv
b sail
and eouve unto S ruwirt � ' � -• .
Y p g Limited Partnership, tlxa Grantee, v�hose a�c�ress �s ��� No nth
Street, Suite 2DS, Boise, Idaho 83702, all of grantor's ri tale
arjdj4ter•_e t in re41.propaty
Inti is Ada County, Stare of Idaho, and more particular) de - - �} -
hereta and ' - - - Y � �xhrbitr � ,.2ttta�d
�• incorporated h��, by reference.
&.W
823 0014,99
DATED thi day of 1994.
GRANTOR,:
11
-,�������._�.���a�_ �m�������.__,�� �.,.,�.__...��,��mm���.�_�.�,..����.�._mmmmmm��m__�.M...���¢�®�.� � •��-�T�_xmmm �x���mm���x,�w,mmv�w_KK�txnr�z,�,� m
i
STATE OF MAHO .
)SS.
COUNTY OF AICA )
On this day of 19941P before th
e�d�rsigned Notary Public � artd far said Stag e
, personally appeared JOHN W. HEWITT, known
or identified to me to be the person whose r�amc is subscribed in- r .
toe foregoing =4 and
acknowledged to me that he executed the same.
IN WITNESS WHEREGP,1 have hereunto set my hard and aff xed to f `
y o f rcia1
seW, the day and year in this certificate first above written.
!K
I:o d .,
■
f
F!
omrWssion Expires:
A
r�
1824d."ZY00j5()()
DESCRIPI'ION FOR
SPURWiNG SUBDIVISION (NON -GOLF COURSE PItOPEYt'I7)
A parcel of land being a portions of the West 1!2 and the SE
' 1!4 of Sections 23, TAN, .
1L 1W.;j IBM., Ada Cour Idaho and more particularly des -
. � p y robed as fa2iaws.
Commencing at a �rass ca `
p marking the Southwest corner of the said Section 23 • thence
along the Westerly boundary of the said Section 23 ' .
North 00°2VOO East 40.00 feet to an iron
iM'V Pn on the ort
herly night-off-wa
------_.__---- - y h
ne of Stat
_
MM
poia
thence continuing �g� ;
Forth 00 0'40'P East 2594.75 feet to a brass ca max ' .
. p ian� the west 114 earner of the said .
Section 23; thence continuing M
North 00°29`1 0r' East 457.75 feet to an iron in on h
Phyllisdiincep the Southerly right-of-way hne of the
y Canal; along the said Southerly right-of-way line .,
Worth 7 X58'3 " �
7 East 43.09 et to on iron pin markin point of
elan a curve to th g a P curve, thence continuing. ,
e right 187.86 fnt, said curve having a central angle of a ' •
215.00 feet and a ion ch - g 50 03 46 , a radius eF
g and burring
South 79°593011 East 181.94 feet to an iron*m marlin a oin
South 54°5 , P , g p # of tangent; thence continuing
7'38 East 312.98 feet to an iron pin marldng aoint of curer '
P e, thence Continuing
along 11 curvy to the left 746.36 f
fit, ftid curve having a central a4e of 54x28311, a radius of
785.00 feet and a long chord bearing
South 82°11'53" Fast 718.56 feet to an ironin marking
continuin g p 8 a pont of ending of curve; thence
North 1902605 ' west 10.00 feet to an iron in marlin a of .
Wntinu' P g point of begir�n�ng of curve; thence .
i% sung a curve to the left 12.65 fee Sold curve havinpo ' r •
� centrad angle of � 56 �� a radius
of 775.00 fact and a Icing Chord bearing us
Worth 70°05'45 " Fast m
12.55 feet to an iron in arlin in
'North 69*37"46' iron � � g point of tangent, thence continuing
37 46 East 315.41 feet to an in- thence Continuing
worth 74042` � � � t nuili�
14 East 174.76 feet to an iron pins thence continuing
North 7703 1`41 Fast 39.07 feato
t an iron pin marling a paint ofpurvw, thence continuing
along a curve' to the left 114.07 feet, said curve having9 central .
625.00 feet n nth �g1e: of 12°25'55", a radia■ of
and a long chord bearing
Forth 71 ° 18'13 a East 113. S4 few to an iron in anarkn
�0 6 � P g $point aftangent, thence caatu�uxng .
nth 5�4 46 Fast 225.50 feet toOin-w•
an iron , thence continuing
A-
A. . .. .
_ --
7
r
Page 2 .
t
w
Worth 58�5'4?'' fast t9T.24 feet to an iron � m
aloe a cure , - K p aWAS 8 paint of curve; thence canting
F I g C to the 7Oht 129.89 feet said curve havinga central o g
475.€0 feet and beadng ai anile of i5 �� �� , a radius of
a long chord beadng y.
North 665=4 8x Fq 129.49 feet t - ,
a an iron pert a point of tangent; thence cor�tlnu�
North T4° 15'4 811 East 73.67 feet to an iron Pin g
of the said p an the Eastarly boundary of the said'i�est 1
ct on 23; thence along the said Easterly 12
South 00� undary
°2841 ' west 2053.22 fry to an hart • . t .�
South 89 P� Hca leaving the said Fasted hound
p331 � fast 33.�Q feet to a 1�ra,� c8P; - � �►
arallel with �� pi ce �arng � line 33.4 feet �asterx of
p the said Entedy boundary of the w 1% of S - ' Y and
aunt ��6'42� W- ection 23 .
est 1280.88 feet to an it
_ . State _� Awa _ 20,,also - pro an the said Northerly ngbt-�f�wa �t� of •
-p�a �narlo�g ;pain afegitWn -�a� cu�vcri
Northerly Tight -Of -Way line ala � - g enc�ong � -
� ,� � curve #a the right 169.45 feet, paid ��e h `
afo i6 58 , a radius of 34337.48 feat n aving a centrsl angle
and a tang chard hearing
Worth 8902 D1 wit 169.45 feet
to an man PIR marldng a paint of tangent; contlnuin� S rtoe
Horth '*111324 Nest 2491.26 feet to
the POS OF IBEGDTMGv r�
!
x sold parcel ofnd,
i
w contains 174,24 acres, more or less.
. t
AND.
A parcel of land king panionsrafSeCt'rons
Idaho �rtd rrg 22 and 23, 'f .., R. 1 �T-� B.. Ada
# ore part'csularly dwm-bed as follows: Co
COMMenrang at a brass cap markin the
along the w _ li Southwest carrier of the said Section 23
S esterly boundary of the said Stction 23 ,thence
North 0002t3'4o* bast 2634.5 fast to •
23 • thence � a brass cap marksng ih� west 114 of the sal
ce continuing Section
North 001029O 1 OR est 561.53 feet to a
brass cap an the Northerl n t-sof-w
Phyllia banal, also said aiy � ay bite of the
Point being the REAL pOINT OF BES ,Northerl� right-af-way hthencd Rang the said
South 74'058'37 West 374.09 feet to an �r ` - ,
South ° �
the continucn
�l 56� w� 411.81 feet an irfln In mar
alart a curvy 1 lung a point of curve; thence! continuing
g to the left 215.32 tet, Bald Gurv� hour a cent g
1065-00 febt and a long - - � ral an of 11 � 5'03 ", a radius of
g�chard n �
South T���B'S�` west 214.96 feet to
an Iran pin n�arr a paint of tangent; thwce
continuing
K �--ALIS
Page 3
rk
South 70'*2 PI 9U Wet 265.76 feet to an Iran in marki a point f
alo a cures to the - -� � F � p o curve, thence cont�nutnS
right 121.71 feet: said cure having s centra' an ie of 1601'49"
43 5.00 fbet and a long. char 8 , a radius of
ng � d beanng
South 78 °2 2' 14" west 121.31 feet to an ironOln mar ' r- kzng a point of tangent, thence.
,9
continuing
South 86023109'w West 350,38 fett to an iron pin; thence continuing
Scut � *.� - g,�
�, h 89°25 06 West 195.35 feet to an trop pin; thehce ca •
No a , P � continuing
North 96 581r -west pin; 73.05 feet to an iron thence continuing
� � P � Wing
No
rth 00 46'33 Fast 1778.52 feet to an 'wonOM 0n thVNortafthe _* �y boundary of the South 112 _.
1/4 of NL 1/4 of said Section 22• thence alan the
o � � 4 eaid Narth�y boundwy
_------------ ---fir _-��st95.4 f090�--#rsln pinhe-Northeast-corm-of• � the- 'd
South 1!2 ofthe NE 1/4 ofthe NE 1/4 of Section 22• thence along - .
said Sect' � g the said Westerly boundary of the
ion 23
South 00°291d'' west 655.77 feet to a Point � po t marlang the Northwftt corner of the South 112 •
ofthe NW 114 of the said Sfttron 23; thence along+
the Mori h�rty boundary of the said South 112 of
the NW 114 of Section 23
South 89°31 `58" East 2631.23 feat to an iron 7" in marlin
} :ti
'unth If2 f P g the Iarthast carr of the said .
the�� 1/4 of S tun 23; thence alongthe i '
Section 23 y boundary said NST 1�4 of
North 00,0261414 East 1316.57 feet to a brass ca Marking
�eciion P Long the North 114 corner of the said
23, thence RIOPS the Nortbarly bounds ofthe � 1/4 of h� '
, boundary t � said Section 23
South 8905239"Fast 805.00 feet to an iron in on the Southerly ' ' • .
False - � .. P e �y Qn� minder line of the
River, thence along the yard Southerl on nal meander -
Y � line
F South 01004'56vFast 484.52 feet to an IronPin; thenceSguth 17049'500 �+ w CQnttnu�ng
Fast 464.41 feet to Rn iron pin; thence continuing
South S4°34'56" Fast 862.48 fdpin; � .
' et to an iron prn, thence continuing
South 34'034156" East 331.72 feel to an ironin; thence c
South 78'0041560pcontinuing
East 497.58 f to an iron p ,
; in, thence continuing�
South 66°#�'�� Fast I59.76
t to an Won pin on the Bast erl boundary of the, sal
of Section 23; thence along the Raid � � d � 114
l g Easterly boundary of the said NE 114 of Section 23
South 0OP3935,0 west 282.23 fet to ars ironin on the ext .
ofthe said P ended Northerly right of way lute
Phyllis Canal; thence aion the said extended and Northerly' - =
{ Canal nght of way fine of the Phyto
South 78036101" west 924.35 feet to an iron in- th6nc continuing
So � p � e cant�nuYng
South 89 42 01 west 651.80 feet to an iron pin; thencecontinuing
North 790481,10m west 94.86 feet to an iron pznthence
continuin
r
8
t r=
I _
} is
J
Na
.-Woo
1823001503
Page 4
Worth 66012`2(' West 205.06 Feet to an iron in' thence con
worth 74'030'32* � p t riuIng
4 3 D 32* West 169.26 fat to an ironin; thence contin
*� �- u�r�g
South $�a
11'36 West 186,90 feet to an iron On; then+ee continuing
South ?'3 °58'S 1� West 133,78 f - • . ,
feet to an iron pin, thence continuing
Nonh 87°2226" West 188.28 feat to an iron in' the '
South 85a0t3'248 Pin." � continuing
'Nast 154.38 feet to an iron p*n; thence continuin
South ?4°15`48~" mast 86.66 feet- - g
to an iron pin m8rking a point of curve; thence Continuity
along a curve to the left 153,13 fest, said curve haven g
g a central angle of 15°4at�2s' a radius of
560.00 fdat and a tong chord bearing
South 66025148'" West 152.65 feet to an iron in m •
. p arkinZ a point of tangent; thenet
ouch 58""S54� mm w MrHI-------------w M vF
'west 192.43 fitt to an iron ire- thence - '
South 65OW469 Vinp - e continuing
�4 46 West 220.69 feet to aniron marlan a point a .
elan a curve to hoc g � P f curve, thence continuing
g t right 95.60 feet, said curve having a cental angle of 12026155"10
440.00 feet and a Ian chord g a radius of
�_ bearing
.
South 71018'13i' N'es't 95.41 feet to an ironin rrfirkin _.
� 1' p g a point of tangent; thence continuing
South ?.
3 4I Nest 311.17 feet to an iron in; thence continuing
South 7442'14* pin; _ n ing
-est 180.62 feet to an iron "
,� - +peri; thence continuing
South 69��'46 rest 313.18 Pert to an iron in mariai .
cion a cur►�� to the pin ng $ point of cure, ther�c� corit�nuir
g e right 1 x.26 few d curvn having a central ani a y .
690.00 flet and a to cha - angle of 0� 56 06 , a radius of
r� rd�beanng
South 704DS'�49'� west 13.26 feet to an iron in mar - - . - .
cord enol p king a POM
of end�ngw of curve; then
North 19026 S * West 5.00 feet to an iron in m I - .
cantinuin elan P a paint t f gtnwng of curve; t�' ne
g g a curve to the right 651.28 feet, Said curve i0vrn a central l� 1
radius of 685.00 feet and a to g of 54°28 31 , a
�,g chord bearing
North 820 11'53" West 627.02 feet to an gran pin n marldng a pint of tangent; then
point g
North 541157'3S" West 312.98 to to an iron in niarksti - .
alonga curve P , g a point of cu�a; the�r�c� continuing .
to the left 275.23 feet, said curve haven a central " _ "ddius315.00 feet $nd a i • g angle of 5� o�46 , a of
ung chord beanng
North 7SP59!30* West 266.56 feet to an iron in markin .
o p p g a p Dint of tangent; thenc
South continuity
h ?4 58'37 West 15.34 fest to the roINT of B g
said pardS of land contains 191.94 acres more or Ins,
the above descrn•bed parcels have a combineda .
c�eae€37i.�3 acres, more or fess
EXCEPT:
PARCEL I (Lot 2, Block l)
A parcel of land being a portion ofthd SW 1!4 and the
Nw 1!4 Of Section 23, �'.4N., R.lw.
B.M., Ada County, Idaho and mord articutarl des ' - '
. p y cr�bed as follows.
Commencing at a brass cap markingthe Southwest .
aloe ih� � carrier of the said Section 23; thence
g dstdrly boundary of the aid Ste' 114 of Section 23
]BEGINNING;
thtce continuinS
North 0002014& East 1575.37 f a to apoint; thmc -
South 89039'20" ERst 130.04 feet to a oint• thence
Forth tlD°24' " � - '
4� East 100.00 feet to a point; thhnce
Forth 8903920" West 130.00 feet to point; thence
r a p , b ���
North @p°20 4(P Est 634.55 feet to aoint markin
2 p g the West 1I4 corner of the said Section3- thence
along thlb Westedy boundary of the said NW 114
North o0029'10� F.�tst 269.7E feed to an point; the
• o o � �, point; p� thencerice leaving the said Westerlyly bound
South 89 30 50 East 30.00 feet to an oint• Y
South 00°29' 10" West 269.72 felt to aoint•
p , thence
South 00020'40'-! west 240.08 feat to a point; t
Sou � " � h�ncd
South 55°2415 East 230.80 feet to a� olrt- thence
South 61�15'oI" � , '
Fast 166.51 f6ft to a point; thence
South 69*4&380 East 164.12 fe to a int- thence
.
South ?Sp07 ,
04' r� �-
�
Fast 165.12 feet to a point; thdnce
South 86*3 1'061* East 167.26 feet to ain+t' then
Fo ce .
Nocth 59*55'37" East 145.00 feat to a oin •
D � � point; t, thence
South S 140 o5 East 107.13 feat to a axr�t" thane
South 6S°32'20" Ea point,,,
'
East l 10.08 fbet to a point; thence
South 55013'50" East 110.08 feet to a point; p , thmCe
South 410551091 East l 10.08 feet to aoint• :.
p , theme
South 28 *3 6'50"' Fast 110.08 f het to oust; that
South 151 8'� p De,
Fast 110.08 feat to a point; th
South 05 F • ' �
°331 PAst 336.95 feet to a int merlon a
alonga curve to � S point of hegYnrung of curve; thence '
the left feet, said curve haven A
!� a ctntr a1 ante of 36� 1r4S , a radius of
_+r _ w
N -
Y
./
Page 6-
375.00 feet and a long chord bearing ,
South 3703879 -'*;west 235.05 feet to a point mare point of ending •
o F ng of curvre, thence
North 3 09 43n ld thNest 122.77 feet to a point; thence
North 46014'32" west 334-17 feet to a porint; thtnee
North 560511304 Wea 455.23 feet to $p pint; thenct
Narth 80o 58'3 U6 west 220.1 0 fact to a point; Hence
South 03' 4 ''Fast 291.05 feet to a point ' n tI point of b e ' •
elan a � � ginning of curve, thence
g curve to thb left 40.14 feet, said curvt having a central angle of 46°l1Q'D
felt and a g �'`, a radius of So�DQ .
sang chord bearing
South 31 ° 161499 west 39.07 feet to a point marking a point f
� g p o ending of cures, thence
� mm � apt"1'1431 1-11-W=t-tr8 g -feet -tott-pomt;�
henceq ------------ ; _.
South 4004828" west 305.94 feet to & oint• thence
Sato ' p , .'
South 19 45 45"' last 174.02 feet to a point, thence
South 20°37'12" West 531.07 feet to aoint• th*nEd
F ce .
South 00°4$25'" west 164.90 feet to a oint. dance
South 75v59*24 - '
� � s
west 156.18 feet to a Vint ofTwe; thence aloe - ' g a curve to the right 36.43
feet, said curve having a central angle of 104°21' 1 b" a xadius
� � � � . , of 2il.0o feet and a Tong chord bung
�!Ogh 5 i 49 08 Wc5t 31.60 feet to a point of and* of cure
N v ,� S e, thante
orth 89 39 2V West 30.00 feet to the I?OINT OF BEGMNIN
said parcel of land contains 28.27 acme; more or less
EXCEPT. .
PARCEL IT(Lot 4, Black 1)
A parcel of land being a portion of the SW i!4 of Section �-
� tion 23, �.4�T., l�..lw., �.1Vt-, .oda
County, Idaho and more particularly described as follows: .
Commencing at a brass cap marking the Southwest - -
atop this _ g _ corner of the said S�cttan 23; thence
g westerly boundary of the said SW t f4 o f Section 23 .Z,
Worth o0°2 '40" East 40.00 feet to a point on the Northerly
hwa 20- th � right-af..way Una of Stag
g +Arca along the said Northerly right-of-way lme
South 8911132'Fast 69.84 ffet to a paint of be lnrdn of curve, - � .
� g g ry , a3sa said pant t�eir�g the
� OYNT 01F BES G* thence lea ' tht laud Northe l •
. � r y right of way line along a curve
to th& right 31.25 fee#, said curve having a eftralan t of 89°32'
!!� 12 , a radius of 20.00 feet and a
long chord bearing
M
18230�'jSOfi
Paye 7 .
Forth 4402516% west 28.17 feet tq a paYnt oftan tangent; then
North �°20'Q00 S � aye
East 177.51 feet to a point of curve; thence along •
few said curare haven a c . ' D g a cure to the right 26-41
o g " entral angle of 75138 44 , a radius of20.00 feet and a longch .
Forth 38 14 02 East 24.53 feet and bearing
to a point of tangent; thence
North 75059"24' East 194.94 feet to a point; thence
South 850062411 P • '
0624 East 300.82 feet to a point; thence
North 82a 16'37w East 505,59 feet to a point; thence
South 76°39"4 g:":,
East 691.47 feet to a point; thence
Forth 00*48'28" East 789.24 feet to a point; thenCe
North 340431211* � - � -
Fest 125.66 feet to a pol* nt, thti ce
Forth 43°12!34* Nest 245.54 feet to a Dint of curve• .
--�- thence alon a curve
� ser curve havinga central angle � �+ � .--� - - 33��
g of 94033 00 , a radius of 20.W feet and a ion ch .
North [�4 Q3 55'� East 29.38 feet - S -chord beanng
to a porn# maFlong a paint of compound curvy* theme
continuing along a cutveoto the night 172.48 feet said '
d curve having a cental angle of 3d°24'2$+
radius of 325,0+0 feet and a long chord b&ifin , a
North 6603244'5"g
East 170.47 feet to a point markinga point
North 81° ° � f� t of ending of curve; thence
44 53 �t 123.12 feet to a point of curve; thence .
fee -d r along a curve to the right 213.30
t, � curve having a central angle of 81°04'18" a radius of
South 57°42 58a R 20.00 feet and a long chord heanag
East 26.00 fest to a point thence along a curve t
of reverse cure •
et o Ieft '
253.03 fit, said curve'liaving a central angle of
b g 23 Q0 43 , a �rad�us of 630.U� � and a long chord*
rd
South 28*41111 " East 25133 feat to a Dint of to
South 449 11132" •P ng�nt� thence
Z 132 East 62.57 feet to a paint of curve; thenCe alae `
A4, said curve haven a Central an a � � . ' �► a � to the right 300.55 '
g pje of 41 00 00 , a radius of 420.eet •
South i9°4 1'324- East 294 00 fand a long chord bearing
.17 feet to a point Of thence
South 00*48'28" West 417.11 feet to $oint• th
"�� P ence
South 02°08'2
4 West 215.06 tact to a point; thence
South 0O°4 8!2 $ 1�1 west 120.00 feet to a pint of cu -
f � p curve; thence along $ curve to the right 78.54
�, d curve having a central angle of 90100'001= 9 a radius of 50 .
.00 feet and a long chord bearing
g
.ri.
18Z3601507
Wage $
South 4504$28" Wet 79.71 feet t
�f State , of tangft on the said North -
g way 20; thence along the said No4ght,-Of-way�lY right-f�way ane
earth 8 ° � rtherly lute
11 �2• { west 1926.96 fest to tht POWT
mid Parcel ofland contains 19.70
acres, more. or less,
EX PT. -
PARCEL III' (Lot 78, Block 1)
-----------------------------
County, Idaho an -.
d more,part�cularly desc��ed � f � , �.1�., ]�.31�., Ada
Commen ' onows:
� at a h� cap mar&g the Smith 1! - -
the easterly me of th 4 Corr afthe said Section 23 • thence.
! SW 1/4 of th ° said S mion 23 along
Forth 00026'41'- Fast 40.2? -
No - feet to a pont rnar� a of
�_ rth�lrly right-of-way line of Slate � P nt of heg�nnang of cure an the
B tgh� Zoe also Said Point G; thence along the . + P t being the p��
g e said I�orther� nght-�f-wa it nF
said curve leaving a central an a 6 in along curve to the left g � of 0� 031 �, a radius of3�43 � feet
South 89`26'51 * ]East 33.00 37.48 feet and a long chord hea.tin
Nod feet to a point of 6ndin of S
'Northerly right Of_way line g carve, thence leaven the said
g aid
North 00026'41-9 Fast 1280.88 feet
89 eet to a hiss cep; th�nc+�
X3'19" west 33.00 fftt to an ironpin; 0002&41 ii P=te thenoc .
East ?'82.86 feet to an;9M in• -
S
South 6?°42'3 l� pin; thence
'west 86.51 flet to a Point mar ' - .
along a cern to the ri P king a pant ofb nnzn of
�ht 31I.59 &R, said ru S rVe; thence
775,00 feet and a having a central angle of 23°
long chord bearin g �� 11g , rado of
Soot � g
h 11 0423'" East 309.49 to a p.,*
,,t
00'26410 pont of tangent= ��:
west 415.03 feet to '
592.42 ,said Iry a point of curve; thance aloe a cu :
e having" central angle af94°2 ' g curve to the ri8ht
bearing 147 , a radius of 3 �S.Op feat andI '
a ons chord
South 4503734" west 532.01
feet to a point of tangent* then
1�Torth 89011'32* west 95.03 fe .- g ce
feet said ct�ry et to a paint of curve; thancc elan a
e having a cental aVe of to 1 *36' " - g curve to the left 53.20
South 4 18 , � radxug of 30.00 feet an
oPCRY19,* Wwt 46.50 felt to a d along oihord mann
97,22 feet said paint afreverse curve; thence aloe $
cures having a central angf a of i i °36'I8'� � s a curve to the right
wring , n aad�us of X480.00 feet ark a ton .
g chain
r�
1823008508
page 9
i
South 04°59V41" East 97,06 fiet to
South *.a pa,�nt oftang t, thence
x°48280 West 417,11 feet to apint- the
South 0003 1 28" Las rdet � nae
t 215.16 feet to a point, thence.
South Q!7°45�8� W�t 320,M3 fit to a '
sand cxuv'a havin o p�a�nt of cursr ; #har�ce along a curve tot teff 'i
o $ a citral angt� oF94 � 00 ; a radius: a 8.54
f 5t}.1t� fejt and a long chord be - :.
South �4 11�2y fast 711.71 feet t ��
Of State-�s o � po3�t �ftat�g�nt the said �or#herlri .
g way 2a, thence along the said -No Y ht -of -way line
South , r# h erly right-of-way
9 1132 Lasa 324.46 f� to a point of R
said curve: vin o curve, thence ato ng a curve to the 13
S a central angle afQ 13'41, a radz 6.45
South 89°18 _ � us of 3433?'.4S feet and ion chord '
Last 136.45 fact to the p h�
parcel
of land contains 13.27 ac __ �____-----------
its more or lass,
EXCEPT:
PAIMEL XV
(Lot 53, wock 1)
L
54}
A parcel ofIand be%g a particin of .
13.1trI. S� I14 �d the �' 114 of S
• , Ada County, dahu an wdon 3, TAX R.JW
tY d MOM parttculsrl described as
Ca mrnencin at a br Y follows.
g ass cap marking the Southwest corner
along the Southey bounds of t - of the said Section 23; thence
Sot � said Section 23
u h 89�11��� East 2627,2 feet to.
Simon 23- thence a brass cap marking the South 2l4
once Garner ofthe said
North 20,135*2M west I Z �-5$ feet eet to a point= also surd paint bein the
G; thence gt� OF
North 99a 11 !32a 1i'+ at 131.03 fftf
fee said euro to a pouxt afcurve; thence ala a cuzve�
� c hang a central in a of d #� • � to the fight 34.22
5O2 151 , a radius of 3 D,0Q
Worth 56°30G78 Wdt 32. � deet and a tang chard beann -
4 fest to a point of reverse curvt• t S
137,09 feet; said curve havin a c16021'51_cc along a curve to the oft
central angle of a radius brg f us of 481�.a fe t and a to fiord
Worth 32°003r west 136.63 feet to a+paint of tangent,; thence
Forth 41�X 1�2""" west 5.57 feet to
��� said curvy a pornt vfcurve; thence slang a curare to the '
having a central an81e of 35ao�q right 348.1
North 220 , a radius of 570.44 felt and a 1a •
4112 Wegt 342.80 fr t to a pint ng chord bearing
F
Horth 11°2451 "' P , of tangent; theca _
west 46.13 feet to a point • thence
Worth $404$12$" -East 271.85 feat-
to $ VWnt; thtnce
C
1823003509
Page 10
North 0501113218 West 152.51 � fbetto a.piont; thence
Forth .
1° 59 45� West 185.94 fat to a point; 24° P - , theme
43 08 West 185.94 feet to a int-
Nonh 30� � P'o_ ,thence
631 West 155.94 feet to a point; th •
Forth 40°09t54M P � CnCe
Vest 185.94 feet to 8 point; thence `
North 49°53`17" West 185.94 feet
North 590572 '� to a Fant; them
1 West 199.[ 9 feat to a point; thence
North 39°Q2�27�� Nest 290.45 feet to -
a point on thb Southerly right. -Of. -way line :.
Cana th*nce along the said Sou Y Re of the Ph Itis
Southerly might -of -way line y
Narth 59°37'46` EaSt X2.95 feet tleaving
South 51 ° a o a post, thence the se,td Southerly
56 52 9fo� Y nght_afwwaY dine,
South 5701623'! East 66.76 -_-____--
. feet to a point; thence
South 36104635" East 70.27 feet t
` Worth 88003'13" o a Point; thenceEast 37.72 feet to a point; thence
South 65�9'04p P
East 32.65 flet to aint• then
South 38054'130 � f �
East 56.82 feet to a point; thence
South 2100811501 East 40.E ficat to
P6 -
along a curve to the n� a point marktn the point of he 'nni o f
ght 1 9.05 feet said curve haven a � curve; thence
f t and *'long chord btarin S ural angle of 02 I6#25va a radius 480
g .00
worth 67°59`58* East 19.05 feat to
right 33.16 feet said $ P Int ofcompoand curve; thF% alae
curVG having a central of 94°59' 2 g" a rad' g a curve to the
baanng radius of 24.00 feet and a Song chord
South 53 °2270R East 29.49 feet t
;� v a pont Of Cant; thin
South 15052131 East 3.25 feet toa po-
int; thence
North ?4° •
07 29 East 40.00 feet to aoint, thence
" p encs
Forth IS°52� 1
Fast 3.25 feet to a point of curve-
� said curve Davin o *thence along a curvy to the h
,� a central angle of 94 59'190 a rads t 33.15
North 31137'08" East2 us af20.00 feat and a long chord be
9.49 f+�t to a point ofcom compound wring
right 68.0 fit, said curve, havi P curare; thence along a curve to the
chord bearing ng $ central angle of o$°��`38 ; a radius o
of 480A feet and a len
g
Forth 83 01 0;3 r East 65.3 €hat to
a po;rat of tangent; thence
North 8703412e East 13.55 hart to a
RI,t4 paint; the
South 1600 1
East 223.99 feet to a point; thence
South 25°41'58' East 181.00 f t to-
a poant; thenen
South 39047132" �
East 180.43 feet to a point. thence
South 340391490 East 153.54 ta
t a point; thence
NA
z
1111zzootsio
PaRe 11
South 33°42423,0 East 105.62 feet to a
point; thence
South 19020'07" East 107.02 feet to aof -
p nt, thence
South 04'245"45 *:East 110.67 fbet to a of •
South 0Dp +, point; thence
+ 48 2e West 291.00 feet to a point;
South 89'01
° p nt, thence _
11 S � East 301.94 feet to aoint- thence
South 00�6s4 I'� '�T P ,
West 104..21 feet to a point of curve; thence alo
512.57 feet,said curve having a central an ° � a ng $curve to the nght
bearing
gle of 90 2i 47 , a radius of 325.00 feet
and a low chard
South 45037340 West 461.07 feet to the ply O]p BEGEWUNG
_ -
..
-acr*.s��uar �r-lam ................... --
PARCEL V (Lot 1 Ela ck2
_ )(MvISED.8130)D4)
4
parcel of land ing a portion of the NE
and the 114 of Section 22 and a neons v
I 1/4 of Section 23 TAN, th IIS •
described j , IR, l W., E.M,, Ada County, Idaho a - '
as follows. Y and mora particularly
Commencing at a hra�s ca n�arkin the,
the _ ` P g the�East 114 corner of the said Biala -
Easterly boundary ofthe said NE 114 of - n 2, thence along
North 04 Section 22
X9'10" East 561.53 feet to a point
CmIat also said p on the ortharly right-af-wa line of the F `
d point been tine U Y hytl�
g AL PQM'` �� �E��N��• thence slang the s ■
d IortheYrtght-of-way line
South 74058'37'" 'west 374.09 fed to
South S ° � _ a paints thence continuing
1 5672 t 4 11.51 fit. to point of cury
feet, said curvb havin a cent p c; thance 810ng 4 cur to the left 215.32
o g ral angle of 115'03", a medius of 1065,00 South 76 0$ 50" West 214.9 feet and a long chord bearing
6 fit to a point of thence continuing
South 70p21'19�' West 268.76 ft�t to _ w
121.71 fee said _ a point of curve; theryoe along a curvy to
curve having a central angle of 16001'4 � nght
morin g M. a radius of 435.00 fbet and a tan '
g g chord
South 781022114*:West 121.31 Feet -
South to a point of tang�t; thence continuirt .
86°23'05" west 350.38 feet to a oin • g
South 8 ' y point; theme contcQntrriusng
'2$ 06L West 195.35 fejt to a point; h - ■
Narth 86055=12" P , t arrce contrnu�ng
West 73.05 �e� to a paint thence Ieavin
lire of the Phyllis Canal gP the said Northerly right-of_wa
Y
iez�oa1sla
Page 12
Forth OV46133 00 Fast 1778.52 feat.
to.a pint; thence
South 89�0'12w Fast 3955.42 feet to • .
X14 of Section 22- thence $ Pant on the said Easterly bounds of the Vaid '
e along the said Easterly bound aft
South QD°29t12�3' he said NE 114 of Section 22 '
est 658.77 feet to a paint marks the I�'
vfsaid � I14 vfSec#ivn 23- the � arthwest corner of the South I�
1 w thence along the I�'ortherly bounds of th
!4 of Section 23 rY a Said South 112 of the NWI.
South 8903 1'S8*Fast 2631.23 feel to •
Ill of the �' 1/4 a � paint rnark�ng the Northeast corner a the eai
Of Section 23; thence -elan d South
Tort ° � � the Easterly boundary of the said
North 0� 26 41 _ Fast 350.91 feet to IOW 1�4
South $90� � j�vint; thence
3319 Fast 200.00 feet tO point;� P� t, thence
X41inn n feat
South 89°33
'19"Fast 72.98 flet to a point; thin
-�qp
South W026841 P
est 549,61 feet to a post on the said
Phyllis ar, ;thence, clan the d Northerly right-af-we Hue oft .
said Northerly right.of-ova Y Imo`
North 87*22!26'0 Y of the Phyllis Canal
West 13 x.70 feet to a via#- thence - .
South 85°������.�s Point; continuing
:y 8 r � t 15.38 feet to a point; thence continuing
South 74 I S 48 WEst 86.56 feefo -
a point of curve- thtude along a
feet, said curve having a central an a curve to the lett 153.13 -
She of 15 o402 , a radius of 560.00 f :• F -
South 66°25 48o West 152.65 f� feet and a lung chord baarin
t to a point of tangent; thence continuing $ .
South 58035147Fest 192.43 f ng
eft to a point• thence continuing` -
South 65°04'46" West 220.69 feet
fee said � - to a pov�t of curve; thence aloe a curve .
� roe having a citral angle of 1 � � " g to the light 95.6
"18'13 � �6 55 , a radius of 4411 .
South 71 ° West 95 .Oa feet and a hong chord bear
.� I fit to a point of tan nt- thane ng '
South 7?°31'41 West continuing 311-17 feet to a pont; thence Continuing
South 74°421141' Fest 180.62
feet t� a pa�Iit; thence COntinui
South 69°3746* WIM 319,18 t t • FS
� said cuurve ha • o S OW ofcur* thence alonga curve to the
having a central angle of 00 a - right 1x.26
South 7�°x5'491 radius of 690.00 feet and a longchord baking
Nest 11.26 feet to a point mar ` - end' h'�g
continuing P king a paint of endues sir aurye-
I�a � n�
rth 19`�6'08"'�e� 5.00 feet to a
a curve to the right 65 paint a paint ofbnn�ng afcnn►e- t�
g t .28 feet, said curve havinga central o '. GQ along
fhet and a long chord bearing angle of 54 28� t , a rad:us of 685 0
.a
North 82101 V53 1i 'fest 62?.D2 fee
North 5 ° ° t to a point of tangent; thence continuing
'� ST38 Fest 312.95 Feet to a int of .
point cures thence slang a curve to the left 275.
ft:
�Page 13saidcurve ha'rg a den'fiml a*e Of 50103146". a rW1U9 of3 15,00 &at and 0 long chardNOfth 79"59'30* West 266.56 feet ofSouth 74058'31*'West 15,34 feet totht POINT OF REGINNING10'said Parcel of land contains 130.87 acres, morp, 0,r less$(Ths t0t8l ACMa86 for the parcel dftcribed above,&166,.86 acres., nwre or less.)
------------------------------------
'
m
mmVA-
m�
. �
.or
t���- - -
' .
-.
. '
. ~ �
. .
. .
- .
. . '
-
- . -
. .
. . . .
. = ~
. �
~
~ .
- =
. . - .
. .
-... ' .
.~ .
17
PART OF: ORIGINAL
1844001349
0 POOR TO COPY
DEED
60v�
wi
FOR VALUE
Chulene Rewim the
b2ZpiE6S,dl1 =d c0afty unto m wd Bo, 2W �purwmg Grantor, d eLeby
gran
UNorffi 4th Shve4 Suift 2W _ niPartawsWp, t1* Gran 'W
t0ow -ah IhOft, addrCWiS;
'n the rCal ProperW JoCated* Ada L 0 8374 au of Grantoes right!; titte and
interest
m County,, State Of Idaho, and InOm Particular�y d
F-J&*bit NA -w attached hereto and ucn1bed
Jn WraW herein by refaence,
DATMt day of
191995,
(MANTOR:
STATE OF IDAHO
)ss.
COURtY of Ada
on Alt day Nof
1995t beforb otmy Public in and for said SiZthe undersigned, a
personay
identirwd to me to be ft Person wbose aPPeared CHARLENE
is WITT*known or
*btd acito tke wi 0 mowledged to we that shIs exm name subScn umtrumenkand
ted the 3a11e.
'N W"� WMMEO]F' 1 havc bercuntO Sdt my band and affl*d my officW 56W
tM. day and ydar in
certfficatd- fim
above vfittrn.
fA 0- 1
V.
two
JL844001350
DESCRIPTION FOR
SPURWING SUIIDIYISION (KONGOLF COURSE PROPERI'Y)
A parcel of land being a portions of the west 1/2 �d •
. the 5E 114 of Sections 23, x■4Nr
1.1w., B.M., Ada County, Idaho end more marl •
• parts y da�s�cd as follows:
Commencing at W brass cap marking the Southwest corner -
aton the r� of the said San 23; t#ienEx
Wong e Wfttkrly boundary ofthe laid Section 23
North 00020'4O" Est 40.E f to an *ran ' ..
pin on the Northftly sight -of -way rine of Slate
Hsi hwa -A-P-ntil
No. F -3021M also said •
OF T1 livrime
thence contintung
Forth (NDOW40" East 2594.75 fc�I to a hr�ass �
F �ar�ng the 1!4 corner of the said
Section 23; thence condinuing (.)
Forth 04°29'10" East 457.?5 feet to ars ironin on the l
p � � - t � Saut�riy ng#it-of-way iir�e of the
hy]l � , MUM along the said Southerly right -or -way li e
° " Y n
Noith 74 58 7 Bast 43.09 feet to an iron ut '- 1- '
orlon a cu p ��� g � mint of cine, theme oantimmng
g curve to the might tS7.86 t'�, �d cum ��g a ural an � 0 5 ° � " .
2 15.00 fstt and a Ian $ f o 03 4 � , a radius of
g chard b�eanrtg
SQuih 79°53 V East 181-94 fent to an s'ron �
„� Mg a pont of tangent; thence continuing
South 540579380 East 312.98 feet to an iron in nnarlan ,
along a cu g a pnrnt of curvy, thence continuing .
g curve, to the left 746.36 f t, 6dd curve havinga central ani ' M .
755.E fent sled I - - g � of 548 31 , a radius of
a long chord Leasing
South 82° I'S3" East 718.56 het to an iron �n marking -
.P king a pont of ending of curve- the e .
cont�rxitng then
pe
19;2608'" Vest 10.00 fft to itn iron in nwdn o` .
cQniilluln alae � , g � int Of h�grriiling of curve, thence
g g n curve to the l� 12.65 fwt, said curvy ung a Viral angle of D4� " - .
�dt
of 775.E ffti and a long$ 5S'� , a us
chord beating
North 7=549' East 12.65 fit to an iron ire mer3cin - .
North 69*374610 . P �� � point of�ngt, thence canttnuing
°"37'4! East 315.41 feet to an iron k; thdwd continuing
Forth 74° 2' " � p■
4 l4 East 174.76 - • -
f�t to an iron }rte, theca continuing
North 7T°31`41" East 3tt9 07 f ' - g
feet to an xvn pin rnaringew point of curve; thence conflnurn .
along a curve to the' left 114.07 feet, said curve ham � c g
525. E g �tcai angle of 12`'S 5 ; � rt�dius of
Net And a long chord ung
North 71°18'13" East 113.94 hd to an Iran in - . Worth b 6 " p g point of fan at t, thence continuing
rt 504 46 Last 225.50 fest to an iron pun; m h,
g
EXH181T
+..rA
0
■
r
' r
Page 2
North 58*35`4T' � 191.24 feet to an iron - .
. n pin n"n$ �a p6aint of curve; thenoc continuing
Mang n curve to the right 129.89 f zatd curve haven a central an o M
_ g angle of 1 S 40 02 , a rad-jus of
475.00 frit and along chord healing =-
Nmth 66°25148' fast 129.48 to an iron int of # - ,�
0 "' po angent; thence continuing .
1�Taih 74 I5 4S �t 73-67 fent to an iron pin on t1{c� Eastarl bound
. Y ary of the amid wit 112
of the 96zd Section 23; thence along the said Easterly boundwy
South 00°26'41 west 2833.22 Tit to an imn; then
" n pithence �ng the mod Eas�rlr �dary
South 89*3319 Fast 33.40 fat to a brass cap; the aloe v line 3 00 .
$ 3. fL�t Easterly of and
parallel with the said Easterly boundary of thew 112 of Secnan 23
South M*264I" wast 1280.88 fit to an iron pin on thowid Northerly riot-of-way t .
- - Y 8� �of"way line of
_ "tghwa O, I�p-io pant. mar3ung - point -of-bc n -of rve* - - ` - -
I�l�'ortlfa iyright-of-way line along a curve to the right 5 ht 169 4 f
g . ett, said curve having a centnd angle
Of 0001&58V, e radius of 34337.x8 fit and a lung chord beating
North 990,20,010 pint . tan
west 169.45 feet to an iron pin marldng a of tato thence
continuingp $
Forth 8901112" west 2491,26 flet to the ]POW OF BEGDIING
PW parcel of land contains 179.24 ages, mom: or lea,
AND:
A parcel of land being portlona of Sediona 22 4pd 23 7',aN R.-1W.
B.M., .Ada County,
Maim and nwre parttculwly descnbed as followr.
Commencing at a bass carp marling the Southwest corner of the said
-- Section 23, thence
along The'Mly boundary of the said Swtfon 23
North 00020'40" East 2634.75 fatt to :k brie cap nw'Mn the west 114 of the ala •
23; thence continuing
8 � ctron
North 00°:19' 1 Ow Ent 561.53 feet to a bran cap on the NartherlY right-of-way ire D
Phyllis S of the
Canal, also maid point being the REAL POINT OF BEGINNING; thence Belong the laid
Northerly right-of�-way line
South 74051r37" weA 374.09 feet to an iron pin; thence continnin
South 81°5ff'22'� _ S .
West 411.51 feet to 1A *Ton 14a marks ng a paint of curve; thence Continuing
along a curve to the left 215.32 t - '
d curve having a central angle of I 1°35`x3 ; it radicf of
1065.00 feat and a long chord bearing
' South 76008150" west 214.96 fact to an kon !a mamma a oir�t •
continuing P g p of tangent, thence
-
1844001asz
Paga 3
Smith 70°21'I9" Mist 268.76 feat to an irpn pin MAing a point of urvd* thence continum
along a curv6 to the right 121.71 fact, mid curve having it efntrat an iG o f 16°01'49" a d' _ .
435.0 feet and - g ra r of
a long chord bearing
South 7 8°22' 14" west 121.31 feet to an iron
pin marking a point of tangent, th
ence.
continuing
y
SOUth 86073%9" Wfst 350.38 fit to an iron pin; thence continuin
" S
S th 89028'06 1 195 feet to in iron in• thow conflnuin '
North 86059'Ir west 73.45 fee to oniron pin; thence con inwn
S
N00h OV4 3" 1778.52 feat to 8n uvn pin M the NortW bound of the South 112 .
of the � 1/4 f �
o the NE 114 of said Sect:on 22; thence along th, said Northers bound
Y wY
-- � . t to�iron r �ng-t beast corner-r�f�- %d _____________ --_
South 112 of the NE 114 of the NE 114 of Soon 22; Cknrc bion the said Westerly
. � S � y boundary of the
ltd SwAion 23 .
South 00°29'I0" Wes 658.77 to a point the Northwest corner of the South
. o th 11'2
oftheNW 114 of the said Seddon 23; � Wong the Nortinri bounds of the
. Y boundary said South II2 of
the NW 114 of Sccfon 23 01
8903 East 2631.23 feet to an icon pin narking theTariheast corner f
. S o the ISM
South 112 of the Nw 114 of aeon 23; thea along the F,sterl bound of the i
. y boundary card NW 114 of
Stcdon 23
North 00026'41" East 1316.57 feet to a brass ca rnar-kin OM Forth 114 comer i
� S rn ofthe sand
Sccdon 23, thtnce along Ift Northerly boundary of the NE 114 of the kaid Section 23
South 89°3239" 805-00 feet to an iron pin ori the Southerlyori " 1 meander lin f
B0i2G River. �� C [f the
�
thence along the sold Sowtherly original meaner line
South 111"44`56" E t 484.52 feet to an iron pin; thence continuing
South 17°Vin',� S
4756 East 454.4 I feat to in iron thence contirtuin
South S � _ - - S
4 4 56 Fast 862.48 feet to air iron pro; twee continuing
South 34°34'56" Fist 334,72 fel to an iron 'on; ih •
P+continuoing
South 78804 56 East 497.58 to an iron pin; thence eoniintrin
South 6!i°44'56" � g
Fast 159.76 feat to an iron pin on the Easterly boundary of tbesaid NE 114
of S cion 23; thfta gong the said Enterly boundayoftht -said NE 114 of S 'on �ti 23
South X30 35" 'Fest 292.23 Nd to an iron pin on the extended Northers right ght of way line
Oftho se3d I Cwt; the eking thes~d
xended and WortWly sht ofway Una of the Phyllis
•
South 75036 01" West 924.35 fast to an iron pus; thme Contlnuiti
M8
South 89042'01" West 651.80 feet to an "icon pin; thincti contlnuin
North 790 " �.. , , g .
4810 west 94.86 fig to ori iron pts them continuing
a
Page 4
Forth 66° 12700 rest 205,06 feet to an iron pin; thenc* continuing
Forth 74nW32" West 169.26 feat to an iron pin; thence continuing
o �l 7° '1130
v. t 8 6 West 186.90 feat to an von pin; thence continuin
Sau v r y
th 73 58 51 West 133.78 feet to an iron pin; thtna continuing
8 '
8 02276" West I "08.28 feat to an iron pin; thence continuing
South 85°004* Fest 154.38 feet to an iron pin; thence continuin
Smith r
t 74°1 48 West 86.56 fent to an iron pin marking a point of cuter; thence continuing$ion acurve to the Y l53.13 feet, Wid curve having a central angle le of r5°402", - radius
of
560-00 ftt and a long chord beanng
South 66°2Y4a" West 152.65 feet to an iron pin i narkinS a point of tan ent• then •
p 8 e
South 58*35'47" West 192.43 fbet to an iron pin; thvnct continuing
South 65"x'46" tiVftt 220.69 fist to ten iron Vin marling a point of cum; thftft continuin 't!
g
along a curve to the right 95.60 feet. said curves laving I centmt ' ahglb of 1202055" a ndius of
440.00 f ft and a long chord bearing .
South 71°18`13" West 95.41 f t to an i
184400a354
Page 5
thb abovb desGnbed parcels have a combined acres f3
g o 71.23 acres, more or Ie3s,
EXCEPT:
PARCEL, I (Lot 2. B1aok 1)
A pared of land b4ing a portion ofthe Sig 1/4 and the .
NW 1�4 of 23, �'.4I�.,
Ada County, Idaho and more particularlyd---"- - follows: '
.
COmmWCing at a brass cap ' W the SouthviW corner f - .
o the said Section 23; then
along the Wtstedy boundary of the said SW 1/4 of Section 23
�. to--�r-fit -said mint-lbg-t KVBEGINNING; W%
the,rce continuin& T Y
a!
North 00,020,408, Fast 1575.37 to a point; thence
S
outh 890 39'20M East 130.00 facet to a int; thence
Worth 00°20'40" Fast 100.00 tit to z int• �
pe
int-
89*3920" Wtst J30.00 fact to a in#! 1hesn .
No th 002040 Fast 63456 fit to a int marhm the West •
23 # po S 114 corar of said Swim
hence along the- Mttg&iy boundary of the d NW I!4 •
Forth 00029'10"an East 269.76 fOet to ointtfftc leaving Wmerly� p�• g the said boundary
S
oath 89030 50 East 30.00 !fit to an point; theme
South 90029910" West 269.72 feet to a point; thence .
South 00°20x40" Wfst 240.08 feet ton �r8- thence
South 5502415 East 230.80 ft ton point; thence
South 61 151DY I End 166.51 feet to a PAM; the
South 6904038" East 164.12 fed to jLp di
18;1C01355
Pegt6
375.00 feet Ind a long chord bearing .
South 370397$" west 2.35.05 felt to a point Marldn the dint ofendi •
North 35009`43" Westg p ng of curves, thr.�ce
122.77 foot to a pvrnt; thence
North 46a1432" West 334.17 feet to spoint; thence
North 560511300 west 485.23 feet to a point• thence
North 8005810" wst 220.10 feet to a int -
• point,, thence
South 03° O" East 291.05 fhet toWmt marldn the in
.g point of beginning of curve; thence
along a cures to ft Id 40.14 feet, Said cull having a central o � M .
feet and a long chord bearing
g angio of 4� � 00 , a radius of So.� .
South 31°15'49" Fest 39.07 flet to a point maA.rkin ,a int ofen
• �-Wew 111::d.
_ � pa ding of curve; thence
rt 2 V a
point; as 0"
South 00 4828 Wei 305.94 ftd to a point; thence
South 19*45'45" Fast 174.02 fed to a point; theme
South 20*37I2" wast 531.07 feet to el pont; thence
South 044 828" Weg 164.90 fit to a point; thence
SdUth 75°5924'' West 156.18 feet toVdmt of curvy thence •
. a�oa� a curve to the right 3 x.43
fes, said curves having a centras angle o f 104121'! 6 0 a radius of20.00 .
' �e�t and a long chord bearing
Forth 51049' 38" w t 31.60 feat to a point orending of curve- then
North 8 - S ca.
9°39"20" west 30.00 feet to the POINT OF BEGINNING
said parol of laud contains 28.27 acre, more or l,s
EXCEPT:
PARCEL II(Lot 4, Bock I)
A parcel of land being a porion of the SW I�4 of Section 23
. , T,4I�., I I W,, B.M,, Ada
County, Idaho 9nd more particularly described as follovf:
Commencing at a bra cap marking tim Southwest corner of the mid .
. Section 23, thence
along the Westerly boundary of the said SW 1/4 ofSection 23
North 00020*40" Fast 40.00 Lest to a point on the Mrthlerl right-of-way.
H' wa 20- - Y line of State
y ; thence along the said North ly nght;,of-way line
South 890 Y ilso 11 2 f est 69.54 feet to a point of beginning of curer+ said dint bein .
RSLPGIH',1' -� �p S the
�F BEGINNING, tie leaving ftaWd Northwl li t-of-va line � n
-. - - Y � y o 8#terve
to the right 31.25 feet, aid curr barring a central an a of 89°32'12" a ra
. � dlu9 of 20.0o feet a
long chord bearing
y
D:
Ic
gg44UU1356
fte 7
Notth 44025'26" West 28,17 fejt to �a point of tangent; bene.
North Q�&40" Fast 177.61 haat to a paint Of the!=6 alae A cu
� . , g roe to the nght 26,41
cal laud curve having a tml angle 00503844'sa radius of
20.00 t and � long chord beanng
]Ranh 38010'02" East 24.53 feet to a ointof -
� . � � �ti theL .
North 7505924" Et 194.94 feet to a point; thence
South 85°06'24" East 300.82 feet toint•
point; the=
North 82" 16*37" Eaft 505,59 fed to a point; thence
South 7603914$" East 691.4? f"t to ap o nt; thftct
North 00a 48 8* f est 789.24 fcat to a point; thence
North 3404321'' 'rest 125.66 feet to auint' t w -
n
P
}
FUUA U& : noght j3o.w
eC sa-td carve having it nt ince: of 94033'x" a radius of 20 � bead
ng
,� .� Tett and u long chard beanng .
North 041003,155afast 29.38 f t to a int mar n $ aYn f
-�° � g p t a compound curve, thence
continuing along a curve to the fight 172.48 feet, and curve havingit t '
radio c�ri rel angle of 3 [��� 28 , 8
s of 325+0p fit and a long chord bearing
North 66°32'45" East 17Q.47 i t to oint mwkin a point o _ _ .
o � � � f _ ��.��$ of CUii�l�! thencQ �
NOM 91 44 53r East 12312 . to a pont of curve; therm' along-
' � � ", radius a curve to the light 28.30 rt
fes, a v havrng a central =awe of B 1 18 dius of 2D.aD f F% •
eel and a long chard bong
South 57042'58" F49 26,00 rest to a point of revue curve- thence•
along a curve to left
?.53.x3 f said curve having a central an of 23°x'43" '
. , tt radius of630.00 fact and along chard
b ag g
South 28x4 t't 1" East 251.33 flet to ■ perint of tangent; the
wA
South 40 I 112fa Fast 62.57 feat to a mt of curv&, thence at n .
� a � " . � o g a eurv+� to the right 3Q0.35
fb d curve having a central angle of4l 0 a radius of 4
� 2 .I� feet and a Ding ward �r�g .
South 1904 1'32East 294.17 feet to a Pint of tu ent• th
" _ P _ag Inca
�
auth 48#28 West 417.11 feet to,& point; thtnc*
South 02°08'24" Went 215.0+6 f&wt to -a point; thence
South 0004828'" Wim 120.E to a point�fcurY - ` th r elan :
Said o ,� g a curve to the right 78.54
cwve having a ural angle of � W a radius of S •
�.� feet and a long chord bearing
18490U1357
Page 8
South 434878' west 70.71 feet to a pint of tan ant on the sal - .
� d Northerly r�g�it-of-way In;e
of
State fghway 20, thmce along ih* said Nort t n t -of -
Y gh vay Tina
North 890 1132" west 1926.96 fit to the pOINT OF BEGINNING,
said panel of land contains 19.70 acme, more or les
EXCEPT:
PARCEL YiI (lot 78, Block I)
#leu-e-SmsL
County., I - eCt#on- 1, ,�
ty, daho and mare putic uiarly desw1W --as follows: •
co at a b cap ung the South 114 comer of the said Se i -
ihd East� boundary ct an 23, th�c� along
y ry ofthe SW 114 of the sAd Section 23
North 00*2641' est 40.27 feet to a point markinga o* t of
Northerly F b�guuung of curve an the
y right -of- way lino of Stater �rghway 20, o said int being � pa g the �� PO
IN� QF
13E G, thence along the said �Torthy ti t -of wa i'
. Y B� y ine �lo>'Yg a cures to the iel� 33.D0 feet
said carve having a control anilo of �°'03%1�" # T4dl*
us of 34337,48 feet and it
' long chord bearing 8912651' East 33.Efret
TarthlY right-of-way line to a ponof ending of curve-, thence laving -
said
North 0002&41r F.aft 1280.88 fed to a bras ca - thence
North 89
33`19" Nast 33.00 feet to an iron pin; thence
Forth 00*2&41' EaM 782.86 fest to an ironF� in- thence
South 670423 1 gest 86.51 fed to it point marlin a int of be '
Along � cures to the � S Fo ginning of cute, thca�
S e right 311.59 f VMd curve having a central angle of 23a021D "
. � $ , a radium of
775.W fact and a Yong chord #wring
South 11*04231 East 309.49 to a point oftang ent• thence;South 00*2 41',:,, et 415.03 Met to a int of curve, th+ '
591.42 f C I� nce slang a curve to the right
curve having a antral an a of 90*21'47' '
� radius of 37S.Q0 frit and alae chord
bearing g
South 453734" West 532.01 fb& to a
pouit of tangmt; nce
North S9pl 1'3r- West 95.03 feet tv a paint o f curesth6nci an
. �` along a Curve to the l 53.2D
f&% said curve having a central angle of 101 *3 6'18" a radius f ■
- � a 30.40 feet and slang chord tn�
South 4(?Wj 9 1 1 West 46.50to a paid of �-' Wenat id nS � curve to the light
ht9T.22 f, Wid curv6 having a oatnd angle if 11*3618%
a radius of 480.00 feet a long
busing
ti
}
cam, 7.
F
7
Pap 9
South 04"S W4 l " East 97.06 feet to a paint of t an en - thence
South 00a 48'28r West 417.11 fba to g pont; thence
South 00°3129" List 215.06 fit to a point, theme
Sth 04°4828" W" 120.00 fest to a point of curie, thenc&, along a curve a h •
f � i S t the lett 78.54 .
said cum having a central angle of 9OP00'O , a radius of 54.00 feet and a long ch e .
d r $ � besnng
South 44 1132 70.71 t to a point of tangent an the d North right: -Of -way - .
_ - Y ght-of v�y tu�c
of Statt I�ghway 20, t� along the said Northerly Sh y n t-of„wit fine
South 89°1103r East 324.46 flet tQ a point of curve, thence aloe
ssl o R 8 a curvy to the ted 136.45
. feet„ d curve hawing a cental angle of 00 13 40 , a adlus of 3 433 7.4 $ fact and long chord bean
ng
South 89"18'22" tet 136.45 fed to th6 POW OF BEGINNING
sed pr. and contains 13.27 acres rwre' or less
CEP'S..
- y- iARCEL T (,gat 53, Btu 1)
5il Z
A Wwcd of Land being a portio* of ilk SW 1/4 aid the N* 114 f '
o Scctton 23, 'T.4N., KIWI.
BJW., Ada County, Idaho and more particularly descnhed as follows:
Commencing at a brass cap narking the Southwest corner of the said Section 23, them
along the SoUihcrIy boundary of the said Section 23
SDuth 89x1132” t 2627.62 AN to a brass ca rnarUn the South 114 c - .
Section 23- P .. 8 orner ofthe Said
thence
Forth 20039264 Wwt 1100.58 feet to a point, also said olnt baro the
BEGINNING; _ p g �L PGIIII'F 13I�
I�IING; theme
Mrth 890 I I 3r West 131.03 f 1v
it part of curvi; thence along & curve to the right 34.22
feet. said iniad having a CwtM d angle of 65°21's 1" 1 radius of 30.00
_ feat and a tong chord bung
Forth 56°3(Y37" test 32.40 fit to aint of� curve• thence
- - P'r
Q along .a cures to the �
13 w
?.09 fit„ said 0=6 hang a central angle of 16'21�51" a radius of480.60
n � fact. and along chord
bftriForth 32000!37* West 136.63 feet to a point of ten eMA; the"nee
North 4�1 � " g '
1 West 62.57 feet to a point ofcurv+i- thftcftlon a curve to the: ht 348.19
few, said curve havin a o r - g` 8
g central angle of 35 00 , a zudius of 570.00 feet and a longchord morin
Norih 22*4132" Wit 342.80 S .
. 0 fit to a pont of thrice
Worth 11*2V510 West 46.13 fat to a point, # a .
Notth 84°48'28' East 271.85 feet to point; tWam .
• UIJ
.0 �
I
1844001359
Pagt 10
North 0501112" 'est 162.61 fit to a point; thartce
Forth 1005945" Weft 185.94 ft to a paint; thence
North 20104310V Nag 185.94 fee to a paint; thence
Forth 30°26'31" Nest 1$5.94 ffift to it Wint'.. thanes
North 40009'54" Wcst 185.94 frit to a point; thence
North 49053117" est 155+94 feet to a paint; thencd
North 5905721' west • 199.o9 feet to S to -t; the a
North 39OM!270 West 290.45 fit to A PAOU9 on the Southerly ri ht-of.wa 1' � -
�ntrl- thence alongr Y � y � of`the Phyllis �
the slid South y right-vf-way its
North 5903746" Fit 92.95 feet to a .
Pomo � ' ` g the said Southorly right -or -way line.
South 51°56'52" Fast 91.51 %et y
to a point; t1l�nco,
'PI6'23 6 76 �- jo a - _ - - -�.�
+ poln;r �
South 3604636' East 70.27 feet to a point; thence
North S8°03'13" Fast 37.72 fit to. poWt; thence
South 65029'04" East 32,65 fee to a point; thenb
South 3554'13" Fast 56.52 fit tO W point; thence
South 23*08"15" Ent 40.00 feet to t point m the point of he ' ,
• g�n�ung ofcurv� thm�
alon � corva to the ` - _ p
S right 19.05 fee4 sand curvehaving a central angle of OrI625"
feet nd a ion chard bming S , a tad�tta 4 88+�0
r
North 67'05959" ElIst 19-05 fit to a int of corn oun d
F PD p curve, Chance aiang c m to the
right 33. l6 ft, said curve having a central of 94°59'19" a radius us of ��.� fit and a tang chord
South 63°2.2'] V East 29.49 feet to a point of tan tnt• thence
South 15x52'31 " �
est 3.26 feet to Ii point; thrice
North 7400729" E4t 40•W fc-tt to a point; thzzlcC
North 15°52'31 " went 3.26 feet to * point of curve- thfnce *ton `
A", �d cr�t a . � � cures to the right 33.15
having a central angle of 94 59'19 , a radius of 20.00 fact an a
No 31'03 � " _ d long chord b�►nng
rth 7 08 Fast 29.49 feet to a point of corn and curve;
h �, Po , thence slang d curve to the
light t 68.09 fat, said curare hav*ng a central angle of 08x0738" A radius ti
c rd bearing
� ua of 480.ao � and along
g
North 83'010"37'* East 68.03 fit to a oint of iangent;M th��
Norm sr1426 East 13.35 feat to a point; thane
• South 15"0 1'40" East 223.99 he to a
�M4 t�e� ,
South 251041158"t 181.00 few to int• lhencc
S _ �
South 39°47'32" �t 180.43 feet to a pint; (hence
South 34°39481 Ent 153,54 f d to tut• lh ct
w
•
•
South 330 42710 East 145.62 fit tot! uint• thenc6.
South 19°20147" East 147.02 t tog point; them
South 44��45'4S" est 1113-67 feet to pint• there
South 00 4825 West 291.f10 fid to aint• thence
South%9'1132" �t 301.94 -
_94 met to ia paint, thence
South 000264I" ��t 14.21 feet to � oint of cu .
. p rv�, thence hong � curve to the fight
51.57 feet, �d cine havinga ceatra� an � of 4 � '. g 9 �1 �7 , 8 radius of325.� � and a long chord
bearing g d
South 4503734" West 461.07 AU to the? POS OF BEGRIWGI
'+ said pard olanntains2:2 s; �w y
..
EXCEPT.
ftRCEL feat I, IN it 2 SED: MOM)
K
A paral of land ming a pardon of the NE 114 of Section
and t NL 22 and � portions of the NW 119
014 of Section 23, TAN., R. 1 W., B.M. Ada Count
deum�ed � i �� Idaho end maw pert�cuiarly
follow:
Coinmt!ncing at a bmw cap nnding the � 114 corn .
.. g �` of t� aid Section 22; thence along
ft Easterly boundary of the SWd NE 114 of Sean 22 g
North 0O°29'1 0" East 561.53 �`� tan tnt � tI� Irlott
. l� Wy night -of -way Ione of the P lips
1�ana1, aha said point ban the R �
lip
Ai� PJNT GINNING; thr cion the srid No
right-�of-way lire. S Northerly
South 74°5837" Wet 374.49 fee to tt Point; thence con
o " F � continuing
South 91 56 wed 411.51 feet tau wt of th
f mid curve having Pn �� ecce Mang ,� curve to the Zed 215.32
ving ft cental angle of l 1035'43 ; a M43 -of 1465.00 f
South 760 8' " fact and a long chord bung
50 Wit 214.95 fit to Foust of tan t• thence ca .
South 700211,191, nt�nutng
vilest 268.76 fed to :* point of c� • the W6n .
12I.71 said cunig - � " � g a curvy to t nght
r having a central angle of 16*5 149
g1 . a radius of 435.00 fit dad a long chord
g lard
South 78°22' 14 ■ West 121.3 I met to a vent of tan t. .
" P + , them contending
South 86"23 Weft 350.39 to a ,nt' the ` '
a N p� cantzm�ing
South 898 West 1955 feet to � an • thi�ce con •
o _ P� timfing
Worth 86 5812 west 73.05 fejt to a thence leaving
� of the. �� v3ng the said Northerly OgU-of-Vayc Phylizs CuW .
�1
• r r
1844001361.
Page 12
Ndrth 0004533" East 1778.52 feet to a oin • thencib
Sv�th 59*2012 &st 1955.42 f t to., o*t on the said E •
11 - p es�erly bvund�ry oFthe std IVB
4 of Sact�on 22; thenou along the said Easterlyhound � •
" . -. �Y of the aa�d N� Il4 of Section ��
SoUth OD029' I2 ' Tat 659.77 tv, , amt msrUn the
ofs'aid - l� � Northwest earner ol`thc South l�
N' t!4 of Sediian 23; th&= along th Northerlybou a � •
214 of Section 23
d ry of tht eatd South 1!I of the Irk
South 8913 1'Sa" 2631.23 feat to a�
' t `
� ng tlo Northdast carnex of the said loath
112 of the NW 114 of Section 23; thence Won,,the •
�ast6rly boundary [�f the send NW 1l4
North 00"26'41" ]East 350.91 feet to a point; then
ct
South 99033"190 East 2oo.00 feet to % int' thence
-AIIIIII� tP�16�i
2w ft�ftw
South 89°33' 19" t 72.98 feat to a lnt- then
South 0002&4 * � 'i � �
I Wet 549.61 fftt to a point an the seed Northerly ri `
Phylifil ��n- thence along� � y �ht-or-way ��� �f the
the mid North&ly right-•af-way tine of th6 Ph ltis
North 8?�2'26" _ Y Cana!
West 130.70 feet to a paint, thenr� continuing
South 85°4" meat 154.38 - continuing
�
fed to a pont, thence continuing
South 74°I5'48'�� 85.56 feat to a point ofCurve; the
• - rte slang �t cur�tahe lit 153.13 ,
feet, sud CUMC hang a central ang of 1504 W02■ a 3u f
S a 550.00 fact and a long chord bt-la n
a►oth 66023*48" �t 152.65 feet to
" point of tang�t; t� cantiir*xing
South S 8°35 4 T st 192.43 ffet to a int' thence • 41
South 65904"46" -� co�ttnUIng
wit 220.69 tit to a paint of Curr; thence along a
f - g cum to the rpt 95.E
moi, said curvy hang a central angle of 12025`55" � ' '
radius of 440.E fact and a long Mord
heannSSouth 710I8I31 est•95.4t fit to a Paint afanS t, thence continuingSouth 7703141'
wast 311.17 feet td el =int -
Pew; thence{ Ctartttnuir�g�
South 74042'14"west 180.62 feat to a dint+ - - '
" p , thence continuing
South 69°3?'46 West 319.1$ fit to a t of
. � �� th�rtce � sung n cur�►e to the � t 11 •
feet, said curve haven a central an ° " - g� '�6
g angle of 00 56' , a Moms of 690-00 f� -and a long chord beadng
South 70aQSR49~ W 11.26 - ii n�
fret to a IVI ftwking a point 0f Udin Cu
continuing $ of �'e; t��nca
North 19*2nr West 5.00 fM tv a lnt merlon a point •
a cue to the right- Fo g p t df b�c��p� of cdnva; thence hong
65 t .?.S lit, spud co=ves 'having �► cent �n l� of S 4 � 8' '' '
fret and a longchord ft rn S 3l , a rad*luv of 695,00
g
Forth 82'01 V53" West 627.02 fba to a *jnt of tan ent;
thence
r A s contInuing
Nth 5'°53'38 WCst 31.99 feet #vamt of '
Po c�r� thettcd Jong a cures to the left 235.23
r �
k
dDab
7
w
i8��naiasz
Page 13
r
I •
feld„ said curve having a central an& of 5OP03'46%We-Itra�diu of
8 i 315.00 feet and it long chord bearing
�� �
N0�h T ��S�r3 04 ���r�� mt Of Um�ntF � • R
g Itce cont�nnzng .
South 74'05'9370 Wort 15.34 fftt to the POS OF �� M.
said parcel of Yand contair� 13[x,57 acres, _ - es, mors or mss,
t
(The total acreage for t ar discribed above `re is166.85 11cre..% more or Zee,
)
I
-------------- -------
. .... _ — _ 1.
---
a F1
1I K
r+
C! 43479
I
1 F
A.'�
r
F p�
�� I
]DEED
1883000542
GRANTOR, T P- lidlen Marie Simpson Trus does ere
r�ve a� of i - p t* , ihhY grant bargain, sell and
co
y is r'ght, txtla and interact in and W the hereinafter descn*bed mai r
it Spurwing I�.ted p`artr�ershi , an �daEho limited � property to
� partnership, whose address � 20D forth 4th
Street, Suite �.o6, Boise, Idaho. The real roe - �, •
Grantee - is hereby con�eye d to the foregoing
ee as described and set forth in Exhibit "A," which is and b
incorporated herein in y this reference
- full. This Deed is executed and shall be recorded far ft
Of fa�tat�n the recording. purpose
g g of the plat of the Spurwing Subdivision with the Ada County
Re,cordees Offi
DATED this - o? -Z day of June, 1995,
M
y
r
By■
Ardis M. Dewitt 4F
Its 'trustee
?1:
4 2 237
V t C.
P. 0
B01S� I'3
"95 JON 2z 1 1.;
■
rar 0F
1880%,1000593
w
r
i.
i
STATE OF IDAHO �
County of Ada )ss.}
On this da of
ersanati a ._.._ Y , 1995, before me, the undersigned,
P y speared AR�iS iVI. HE ,known or identified to
�- Helen Marie Simpson �' me to be the Trustee of
p Fust, the Truster, that executed the within
acknowledged to me that said Trustee executed the sameinstrument and
,
WITNESSIN WHEREOF, I have hereunto se
in said County t my hand and affixed my official sena
ty the day and year first above written.
60•}0100
L
0. f r
Not is far Q : , , .
Res' ing at: - �" =''' ' ' : .
4 t - 74 -
i
i;
=5
&I
. 1882UC�594
bESCR1PTION FOR
SrURwrNG SUBDNiSiON (NON -GOLF COURSE PiZOPEttTY)
. parcel of land being a portions of thb Weft 1/2 and the .
. e S� 114 of Sections 23, T,4I�.,
.1V�T., B.M., Ada County, Idaho end more particularly described as follows: .
Commencing at a bran cap marking the Southwest corner of -- .
tl�e sato Section 23; th�rtce
along the Westtrly boundary of the said Section 23
North 00a20140� East 40.00 fbet to an iron in on the Northerly .
. � P rt erly np�h;�-of�v�ray lire of State
Hi.Qh aY 2Q _ yrs TQ _ -� � .also a _ uatbata --
thence continuing
Forth 00°204014 East 2594.75 feet to a brass c Markin •
. p � the 114 career of the said
Sect;on 23; thence continuing ti
North 00°29110" East 457.75 feet to an ironOn on the Southerly .
Phyllis utherly r��ht�of-way llr� of the '
y is Card}; thence along the said Southerlyri t-of�wa lin-
Notth 74058'370'East 43.09 Act to an i pn in marking a oxo -
� elan c '�� P s point of curvy; thin continuing
g a curve to the right 187.86 Meta sato curve havinga central an ° ' , .
2 5 g� of 50 �3 4, a r�dtus of
1 .00 fekt and a long chord bearing
South 79°59130" Fast 181.94 feet to an iron in merkEnWinto .Sou h p , f tangent, thence continuing
South 54 573 East 312,98 feet to an iron pin Markin a point of - - .
elan a curve to the le - g � curve, thence continuing .
g ft 746,36 feet, sa;d curvt having a oenta 785.00 feet and a loo chord bcar� angle of 54°28`31", a radius of
South $2011153" East 719.56 feet to an iron
pm mar)dng a Point of ending of thence
.
.
Forth 19*26'08" wast 10.00 feet to an iron in marldn a ., . .
. p pint of btg�nning of curve; thence
continuing alang a curvesto the left 12.65 feet, said cunr6 having a central .
of 7?5.00 feet a er�gi+a � radius
and a long chord b ftdng. s
Forth 700051491' Fast 12.65 feet to an iron pin marking aint of tangent; '
North 69'037'46'qhas � g nt, ti�encc continuing
East 315.41 feet to an iron pin; thence continuing
Norah 74°42114'" East 174.76 feet to an iron pin; thfncii continuing
�
North 7703114 1" fast 309,07 fm to � �
n iron pin maktang a point of curve; thence continuing .
along a curve to the left 114.07 felt said curve haven a Central - a
525.at1 � angle of 12 26 55 , a radtu� of
feet and a long chord bbar"ng
North 71'018'13" Fast 113.84 feet to an iron in nvuian a ;nt . - -
° � p g pa of tangent, thence conirnutr�g
North 65 04 46 East 225 -SO flet to an iron Pin; thenct, c •
P continuing .
EA H -181T.
•
r•
i8800"11000595
Page 2
Forth 58035'47'm East 197.24 feet to an iron pin markings point ofcurve; •
. 8 P tin continuing
along a curve to the tight 129.89 feet, said curve havin a central an ° ' .
S 8l of I5 40 02 , a radius of
475.00 fbet and a long chord bearing
Noah 66025496'East 129.48 feet to an iron pin markinga int of tan n -
North 74,01 � �' � ti thea continuing
4 15 48 est 73.67 feet to an iron pin on the Easterlybounds of the t�dnce along '� said mast lt2
of the- said Section 23• t
o g the said Easterly boundary
South 00°26`411' West 2453.32 *et to an iron Pin; th-once leaving
l3 � g the said Easterly boundary
South 89'033'10* East 33.00 feet to a brass
cap; thence along a line; 33.0D fest Westerly of find with the said Easterly boundary ofthe w
•
112 of Stmn 23
South 00126+41 * Wast 1280.98 feet to an iron to on the joid Northerly •
. p ri rly tight-of�way line of
-atm �ighwV�y �I-also-mai t= � �' -
��n ar rag-s-point--af-b wdns-OI` cum.-the-cdrz1Gn
I Orth y right-of-way line along; a curve to the ri h12 69.45 f i
of a° M g feet, said curve having a Central anglb
0 16 5$ , a radius of34337.48 fbet and a Ion chord bearer
North 89029011-4 01 West 169.45 feet to an iron in marking
. P � � a pant of tangent, thence
continuing
W. North 89411132"1 west 2491.26 t ,` t to PAINT OF BEGIN
said parcel of land contains 179.24 acres rnor or i legs.
AND:
A parcel of land being portions of Sections 22 and 23 �'A
Idaho � ., �..1'�., �.i�., Ade Jaunty,
and more particularly described as follow:
Commencing at a brass cap marking the Southwest corner - '
. of the said Section 23, thence
along the Westerly boundary of the said Section 23
North 00°2W404 East 2634.75 fit to t bras ca marking the laid . l .
23; thhn� mnfin� n � a west 1I4 of the �a�d Sect�an
�g
North 00°29' 10" East 561.53 feet to a brass ca tht ISI o
P on rtherly tight -of -way• line of 1he
PhyllisEfranas, also said pont bean the �' -
� �'r ��` �3L��T�II�I`tiI�, the�ire slang the sena
Northerly tight -of --Way tine
South 74058'37 M%t 374.09 feet to an ironin• th*nc6 eontinuin
P 8
So - .
uth 81 5622M We* 411,51 feet to its iron pia markinga point of curve- thence .
elan a curve t o P hen a continuing
a the left fit, said curare having ;% central angle of 11*3 Y03 It N radius of
1065.00 Ibet and a long chord bearing
South 76x48150* west 214.96 feet to fin iron
is marking a point of tangent; t1e -
continuing
K.
Ir-
1c1830pp596
Page 3
Saheb 7002I'l9" Meat 268.76 feet to in ironOn snaskin a Point - •
• p nt cif curve, thfnce continuing
slang a cur'v6 to the right 121.71 fit, Oid curve ha'6
g ng a central an Ie of 16001'490,p .
435.00 feet and a loo chord S a radius of
d bearing
South 78°22' 14`x' West 121.31 feet to an iron:n marki n a '
continuing
P g paint of tangent, thence.
South 86023'09" Witt 350.38 feet to an iron in; thence continuing
South 89'028'06" P
West 195.35 feet to an Iron pin; thence continuin
North 86°58'12" est 73.05 feet to g
an Iran pin; them continuing
North 00046'334last 1778.52 fit to an iconIn on theNorth -
of the NE 1I4 p �y boundary of tlti�South 112 ..
of the 114 of said Section 22; thence Aloe the said Forth
.. South 8920' 2� g Northerly boundary
----------- -- �M ����nw.�ria,b W mF � y�� ��55.4� f�cimto. �n xran_pin =MtheVoriheas �a • -
SDuti1 1 � of the � 1/4 0f the 114 of ��Ct[o!! F
# mer -of4he-saw
22, thence along the said Westerly bounds of the
okid Section 23 boundary
South 00*29110" West 655.77 feet to a point nlarki the
of the; - R p � Northwest comer �f the South i �
the I 1/4 of the said S ection 23, thenc& along the Northerly •
: g r boundary of the said Southl!2 of
the NW 114 Of Cllon 23
South 89°31159# East 2631.23 �t to an innin marking r ; p g the Narth6ast corm of the said
South h 112 of the I 1 /4 o f Section 23; thence along
the Esistarl - •
Section 23 g y boundary of the said IOW 114 of
North 00°26'41'' East 1316.57 feet to a braes ca marlin thI6 •
Section 23* thence al p B vnh ]14 cNornor of the said
along the Northerly boundary of the IE 1/4 of the said Section 23
South 89a52139" East 805.00 feet to an iron in on the original .
• • • p Southerly original mdander line of the
Boise River; thence along the said Sputherly original meander lin
South 0 1 �0 'S � pin;
4 W East 484.52 feet to an iron pin; thence continuing
South 17°49'56" Lu6 - .
East
4 4.41 &t tQ an iron pin; thence continuing
South 84*34156n East 862.48 f
to qa iron pin; thence continuing
South 340341561 East 331.72 fMet to an ironin• thence continuing
South 78004"56"� p '
East 497.58 ft to an iron pin; thance continuing
South 66°04'S�' lust 159.76
to en Iran pin on the E�st�rly bounds of (be said NE I
of Section 23; thence elan the said Easter � boundary 1 4
g Easterly boundary of tht- said NE 1/4 of Section 23
South W30'3r West 282.23 &et to an iron in on the eMnded - .
of e p Northerly right of way Itna
the said Phyllis Canal; theme along the wia eat ed and Nort ! i
bar y right afway brie of the �hyll�
Canal
South 7803 6'01 i West 924.3 5 feet to an iron lir• thence eontin i •
So89'04TOI" � - p• '. . u.ng .
South 89 42 01 Wtst 651.80 feet to an iron pin; th=6 continuing
North 79048110" West 94.86 g
feet to an Iron pin; thence contfr ing
-wA
K41 1683()CO597
F ASe 4
Norlh 66012120 Nest 205.06 feet to an iron in' then Contin
p, , using
I�iarth 74'0301320 west ] 69.26 fit to an iron �n� then � .
p� ce continuing
South 87111113611 West 186.90 feet to an iron pin; thence continuin
South ?358`51 �` i�TeSt Z 33.?8 g
fact to an iron pin; then continuing
North 87'02T260 West 188.28 feet to an }ron pin; thence cantinui - .
South 85°001246 'Vest 154.38 feat�n o - n
i iron pin; thence continu�ir�g,
South 7401514'` Nest 86.56 Mt to an iron pin markinga point o .
alonga e�xrva to the F � t f curve; thence cantinu�r�g
t e telt 153. Y 3 fejt, sand curvo having a central a ie of 1540`02"
560.00 feet and a longchord brearin , *radius of
g
South 66°25'48' West 152.65 feat to en ironin marking .
continuingP � a paint of #angeni, them
� -��oU 5V35147'kAWsi 93M feet. 4o -an iron`IYrn'�� ----- ---------------------- -::�x�--------_
� +�Q��Z1l�it�1�
South 65°04'4 West 220.69 fed to an iron in murkin - .
p g n pant of curvy; thenr.o' continuing
Wong a curve to thv right 95.60 feet, said curve hawing a central angle of o .
440.00 feet and a ion chard 8 I2 �� 55 r,�ta radius of
g bearing
South ?1018'l3' west 95.41 feet to an iron in mark;n & - - - :.
South 7703I' '� - , P $ paint Of thne rvntint�ing
41 Nest 311.1? fit to an iron pin; thence continuing
South 74*42' 141 West 180.62 fbet to a 'r
n iron pin; therticc continuing
South 69°374610 West 319.18 feet to an iron pin marking of •
cion a curve to theS a point of curve, ther�c� conttnu�ng
right 11.26 feat, said curved having a central 6 6angle of a0°5 `0 "
690.44 f end a !on chor g , a radi
us of
d beanng
South 70*05'490 1]iT6st 11.26 € to an ironin marking • .
continuing
North 190260V West 5.00 feet to an iron in markig a point of begs ening o f curve. thence
.
continuing Along a curvd to the right 651.28 feat, said curve hsvi540283 ,
ng a central angle of 1 , a
radius of 685.00 feet and it long chord hearin
North 8r) 1 st 627.02 feet to an ironin marki
continuin g p ng a point of tangent; thtncc
North 54'05713811 Wet 312.98 feet to an iron pin martin a point ofaloe a c�ar� to the to - g p curvy; Mnthcnae continuing
S ft 275.23 feet, sand curves having a central angle of 50°03'46i
a radia of315.00 feet and & long chord bearing
North 79PS73011 West 266.56 €0et to an iron in markin a oin ++
Sou 7° P g p t of tangaat; thence continuing
South 4 58 37 : Wept 15.34 fit to the )POINT OF BES
said parcel of land contains 191.94 acres more or lees.
V
1V&3C(:()4735j
Page 5
the above described panels have a combined acreage
0f371.23 acres, more or Zess,
EXCEPT,
PARCEL l (Lot 2, Block 1)
A parcel of land being a portion of the SW 114 and th •
GNW i!4 of Soy#pan 23, TAN. Xlw, '
B.M., Ada County, Idaho and morsarticular) d o '
P r abed as follows:
Commencing at a brass cap marWng the Southwest co -
alan the ��trter _ r�r of the said Section 23; thence -
g Westerly boundary of the said SW 114 of SiftI
on 23
forth 00020140" East 324.83 .
-- to a poen#, aid ���nt ri
E #h�i Gantt i_ -- ___------___---___ .36 _ _ g�� UAL�' -
�NMGP nu rig
North 00°20'4(' East 1575.37 feet to aoint; thenc
t
apoint;
South 89°
39 2W East 130.00 feet to a point; thence
Worth 00*20f4(r East 100.00 feet to a alnt• then
ce
North 89 3 970 west 130.00 feet to aposn"
n , thence .. Fy
North 00n(Y40 East 634.56 t tog aunt mariran t
23 thence axon - g West 114 corner of the said Section
g thy' Westerly boundary of iht said NW 1!4 .
North 00°2311 0 ]rest 269-76 feet to an oint� he
o r � �• i t ncc Idarir�g the �d Westerly boundary
South 89 30 50 East 30.00 feet to an atnt• thence
South 00"2V101 � � - '
291 West 269.72 feet to a point- thence :.
South 00°20'40' Wftt 240.08 feet to a oinE• tlne�
Sauti� 55°2 � � � • ti
4 15 East 230.80 feet to a po*nt; thence
South 61 * 15'0I "' East 166.51 felt toeoint' thence-
� p �
South 5 °
4a 38 East 164.12 feet to a point; tWnce
South 78*04'07" East 165.12 f t to'point; then
ce
South 86'3 P0611 East 167.26 feet topoint; thence
Nath 89°55'37" - - �
East 146.00 feet to a point; thfnce
South 81*40'05" East I07.13 feat to a point; thence - •
South 58x3 � P � -
�'20 East 110.08 fact to a point; thence
South 55a131G*'East 1 10.08 feet to aoint• thana
i
South 41 *55'20"East 110.08 feet to aoint• thence
South 28*3�'S0" p .
East t 10.05 fit to a paint; thence
South 15° 18'24" East 110.08 feet to a Dint• thence
South Q � � w F • .
5 33 1 g East 335.96 fbet to a point mwkin a airs
alae a curve t o the g point of beginning of curve; thence
g left 233.OS deet, said c�trwo ha a cenir 1 a
a angle of 3a 3 �45 , a radxua of .
1&F13000599
Pap -d-
375.00 feet and a long chord nearing ,
South 371038'284 lest 235.0 .
S Feet to a point marking the point ofending
North 35°09'43" wrist 122.77 fere' to a point; thenc+� 8 of curve;
th nc
Worth 46'214`32" west 334.17 feet to AP oint• thenci
North 56°51"30" west 485.23 feet to athence
oint; - . .
p , :
Norah 80a58'30" Wrist 220.10 feet to aDint• thymic
°Ua4�'r
South 0300014011 P
3 East 291.05 feet to & paint marking the
i
pa rat of beginning of carve; thtnc
along a curve to the Y�f 14,14 f;, said curve haVin ° � ��
g � cc�tral angle of45 D0 �D , a radius of 50,00
Feet and a bung chord bearing
South 31 101 &490 i�Test 39.07 feet to aDint marking
I�arth 810 1 p � g pa:rat aF ending of curve; tt�cncae
:1 --------- __ 43.11_ - t 68.-89- fee&-toApoln `,theme--------------------------
9 i
ouch o�°4$"2g"" west 305.94 feet to a point' thence
South 19°45'45"East 174.02 feet to aoint• the
p , ncC
} • South 20x371121 W6st 531.07 fea to! cfint• tMebe
p � e
South 00°48'28' west I64.90 feet to aoint; thence
u p c
So I
uth 75 59`24 WeA� l 56.18 feet to :It Point of cu '
deet said � p rvt thence along t" curare to tl� right 36.43
d curve having a c*ntnd angle of 104°2l'161a radius of
earth 5149' �� + : 2�•� feet and'i hong chord bear�n �
08 west 31.60 feet to a point ofending of c S
n$ urve', thence
North 89°39120" Fest 30.00 Feet to th* POINT!
01~ BEGINNING,
said parcel of land contains 28.27 acres more or
• Its,
]EXCEPT:
PARCEL li(i of 4, Block l)
A parcel of land being, aortion of th& SW F 114 of Section 23, T.4N.,1.1 1., B.M. Adh
County, Idaho and snort particularly describod as foliows: '
Commencing at a brass clip markingthe Sonthw
the w� tet corner of the Sacd Section 23; thence
along sterly boundary of the said Sly 114 of Section 23
North 00°2V40" fast 40.00 feat tae
Dint on th t N
ortheriy rrg.h.
t -of -way line of 5taghway 20, thence along the laidNortherly right-of-waylit*Sou h 89 11'32* East 64.84 fbet t�
to a point of beginning of cu
rve, also said pont being theRFAL ]POINT�!O� BE G, thence
leaving the said Northers
iv then ht 3 t .25 Y �i-of-vvay ii�,e along a curvy
g feet, said curare having a cLntFid ern lay cif $g 2'x2"
lou chord bearing g , a radius of 20.40 feet and a
g g
1&83000t;00
Page 7
North 441025126" 'west 28.17 feet to & point of tangents thence
North 0402040 ]East 177.61 feet to a point of curve; thence along
feet a � , i � a euro to the rrgh! 2lS.41
said curve haven fit central male of 75 3S 44! ; a radius of20.00 fee .
a t and a Iona chord bfanre
North 38'01016:i'East 24.53 f4■�t to a point of tangent; thence
North 7505974* East 194.94 feet to a point; thence
South 85*06'24" East 300.82 feet to a point; thencb
North 8r 16'3711 East 505.59 feet to a pointw thence
South 760391491" East 691.47 feat to a point; then t o
North 00049'28" East 789.24 feet to a pint; thtrnce
North 34043'2 1 'Fest 125.66 feet to a point,, thence
p ►
North 43421340West 245.,34 feet to a paint afcur�tc• thence aion
~f said �, _ a cunc to the Ki 33.00
curvy having w centra ang e a 94 3 00 = a radius of 20.00 feet and a ion chord•
Noah 04 `0 ' bMinng
3 55 East 29.35 feet to a point marking a point o f compound .
continuingalong- � �' curve, thence
e Cute to the night 172.4$ feet, said curve having a central angli oF3D124g"
radius of 325.00 frau and a ton chord bearing' a
North 66°32145` East 170.47 feet t4 9 point marking a i .
a I? $ pa nt of ending of curve, thence y
North 81 44 53 &st 123.1tftt to a point of curve; thence i -
fe�t - -- P . , along a curvy to the right 28.30
,said cures hilving a ntcat angle of $1004'18", a radius of 20.00 fee
South 57042'58" f,t and a tong chard he$nng
42 58 fast 26.00 i�et to a pvtrtt of averse cuEv�c. thence aio
253.03 feet, said terve havinga central � ng a curve to 1
snee of 23'°x`43 fill a radius of 630.00 feet and a tori chord
bearing 0 d
South 28°41 "1 V East 25 1.3 3 feet to a point of tan ent• th -
Sauth 40°11'3 � S � end
2 East 62.57 t'eit to a paint of carvt; tbdhca-ala a curve to th
flet, said carve having a c �# a right 300.55
enter angle of 41oo 40 , a radius of 420.00 fact and a !a ch
South 19°41'32 fast 294 -int � ord bearing .
.17 ffidt to a poof tangent, tic
South 00'*48`28" west 417.11 feet to a point; thence
South 02°08124" 'Fest 215.06 fbdt to aoint�
p f thence
South fl0°48'28% Nest 120.00 feet to a int of curve; thence .
f e along a carve to the ngt 75.54 F.
eel, said curve having a central angle of 90°00 00"= a radius of 5 -
a.00 feet and a tang chord bearing
188,3p00601
Page 8
South 45°48'25" Nest 70.71 feet to a point oftan ent on the e said Northerly right-of-waY link
Of State, Highway 20; thence along the said Northerlyn ht.,af- a
g � y aria
North 8901113V west 1926.96 f"t to the POINT OF BEGINNING,
said parcel of land contains 19.70 acres mare of rem
EXCEPT:
PARCEL. ii[ OWt 789 Block 1)
A parcel of land being a poriicn of the South 1/2 of Section
_ _._ _ _ _ 3,
tYore par#�cu�arfy descri�d'as �'a��
C011unenring At a brams cap marking the South 114 corner.
h .o€the said Section 23; thence along
Easterly boundary oftht SW 1/4 of the said Section 23 g
� the �asterl
North 00°26`4 1" fast 40.27 fejt to a Dint marlin
�1Tarth 1 P g � paint of beginning of curve on The
-Northerly right-of-way line of State HighwAy 20, also said point
i3EG�, � p being the �A� �p�N� D�' �
thm ce along the said Northers4htof..Wayline. Y along a curvy to ih� left
said curare having a central angle of 0fl° m33.00 feet,
g 031 S , � radius of 34337,4$ feet ands 1cr ch '
South 89°26'5 I " ]East 33. DD feet � chord b�anng
et to a point of ending of curve; thence lea '*ng the '
Northerly right -o f -way line � e said
North 00°26`41'! East 1280.58 Feet to a brass cap; thtn .
Forth 89033J13�" p�
V4�LIst 33.00 het to art iron pin; thence
Forth 00°2641'" East 782.85 feet to an ironin.
p ,thence
South 6704213 J* West 86.51 feet to -it, int marking. .
aloe $ cure a l • g ao�nt of begsnnng of cures; thance
g t the right 311.59 feat, said curve hwinn a central n ° 1 .
775,00 feet �d a lari c ' g a gle a€ 23 d2 08 , a ra�drns of
S hard bearing
South 11Q0d`23@t East 309.49 to a point of tangent, thb
South 00*2W41"' _ p g et:ce
26 4 ] West 415.03 feet to 11 point of curve; thence •
59 1.42 feet said curve h _ _ ,� along I curve to the right
having a central gid of9D°214']k, a radius of 375.04 feet and along ng chord
South 45037134" w St 532.01 feet to a vint of tangent;
,� thence
Orth 89 1132 west 95.03 feet to a int Of said cu � ° � , thence a3ang a cur�c to the left 53.20
curve having s Mtral ang of 101 3 611 3 ; a radius of 3 0.40 f6i .
South 40°04' 19" � � eet end along chard b�r�ng
. .�s# 46.5Q �'e� to a paint afrers� cum; thenalcn A curve t '
97.22 feet, said curve having a central an � o the right
g ilk of 1143&1r, a radius of 480.00 feet and a long c
hearing S hoed
L:' =Fb M
IM
1881"-000602
page 9
i
South 04*59'4 I`, East 97.06 feet to a point of WSW; SW; thence
South 00°48'28" west 417.11 feet to a point; thence
South 00°3 t 12r East 215.06 feet to -a= point, thence
South 00°d 8'28"'west 120.00 fit to 11 point of cur* thence alonga curve to
fedi $�d � v r � the ��� 7.54 =.
s�tr having a etntral ang1b of 9a 0o D0 , a redius of 50.00 fftt and a long chord
South 44'11 1'�32�'E - � o d b4ar�ng
ast 70.71 feet to a paint of tangent on the said Northerly right -,of -way line
said of State Highway 20; thence alongtheid No H �
Northerly right�ofway line
South 89o 11'32" East 324.46 feet to is point of curve; thence along a curve to the
feet itl curve o � �; , .. S 136.45
sA ry having a central angte of 13 40 ; i radius of 34337.4$ feet and lQrrc `
g hard beanng
South 89° 1872 East 136.45 feet to the POINT OF ]BEGINNING
said parcel of land contains 13.27 acres mare or less,
V.
N
I
I
PARCEL&XV (Lot 53, Stock 1)
A parcel of land b4nifa portion oftheiSW 114 4hd tbigNW 114 of � .
Section 23, 7'.4�.i R. 1�., .
D.3'r1I.10 Ada County, Idaho and mord particularly dkscribed its follows:
Commencing at it brass cap marking the SouthWast comer of the said .
slang the Southerlybounds - Section 23, thence
boundary of the Wd Batton 23
South 89°11'32° East 2627.62 feet to a brass ca marking the Sat •
. P g South 114 corner of
Section 23; thEnce
North 20°357.& west 1160.58 feet to a point, also saidoint being the �
IN A g A�. POINT G�
]BEGINNING; NING; thence
North 8901 MV west 131.03 AMt to a point said curve of ce- urthence along a c
Fit � � curve to the right 3 4.22
having a centraLangle of 6502i 5 t , -a radium of 30.00 feet and a longchord '
North 56a3Q'37" '' - - o d baa�ng
west 32.40 feet to a poi of reverse curve; thence' along a cum to the lest -
Q9 feet, said curve having a central angte of 15°�i'S t ", radios of 4$€�.00 fit and a ion chord or
bearing S d
Orth 32000'370 West 136.63 feet to a point of tangent; th*nce
said
4 0° 11 I ? West 62.57 feet to a point of curve; thence al o curve o
f rig t tht right 348.19
eat, said curve having a central angle of35*00100 s a radius of 570.00 feet and•
a tom chord brarmg
North 22041132" west 342.80 feet to a point of ton nt; thence
North W24'51" west 46.13 feet to a point; thenoe .
]forth 84048'280 East 271.85 feet to a point; thence
�i
188,^000bd3
Page 10
]North 05*1 V32" West 162.61 feet to a point; thence
North 10'05945" Wist 185.94 feet to a point; thence 4
North 20043'08" Fest 1$5.94 feet to a point; thence
North 300263 1" west 185.94 feet to aPoint; thence
North 4 0 09 54 west 185.94 feet to a paint; thence
North 49053117"�
west 185.94 feet to a point; thence
Forth 59'057121 0 Wcst 199,09 feet to spoint; thence :
North 39002'27? Wast 240.45 feet to a paint on thb Southerly right-of-w�y�of thye PhyllisCanai; thence along the said SoutWy fight -of -way line lr' :
North 69°3?'46* East 92.95 feet to oin1; t cc'ltavin
P _ _ g the said Southerly right-of-way line.
South 51 56 52 East 91.51 reel to a point; trice
. Lauth 57° 1 x'23� __�
East 66.?� fest to a point;thence _
South 36*463611 East 70.27 fact to aoint-
p ,thence =
North 88*03' 13" East 37.72 Feet to apoint; thence =k
South 95029'040 East 32■65 feet to a point; thence
South 3 S* '° ,
5413 East 56.82 feet to a point; thence
South 2300811 5� East 40.00 feet to a point Markin& '-
the point ofb innin of cu
slang a curve to tlxC right 19.05 feat sal - g g curve.- thence .
8 d curve having a central agOe of 02 16250:0 a radius
flet and a long chord bearing484.00
North 67°59'58" East 19.05 feet to a OW of compound �,
� p curve, thence along � cur�tt; to the
sight 33.16 feet, said curve having iv central of94°5919`
marlng , a radius of 20.04 feet and a rvrg Chord .
South 63°22'10" East 29.49 feet to a point oftari t• thence
tanght; encs
South 15*52`31"East 3.26 feet to ap pint,s 1henea
North 740 07'29M; East 40.00 feet to a point; thenct
North 15°5231' 1'STast 3.26 fie# to a pal of curvy h - .
fee P a , thence Slang � curve to the right 33.1
ti t, saki curve having a central angld of 94°59'1 "' a radius of 20 -
� .�q feet and a tong chard �anng
Forth 3 1'037'08" East 29.49 feet to point of compound
ht 68 � antral
p P curve, thence along a curve to the
right . 9 feet, said curve having a central anger of 08*0738'ra l
chord bearingd us of 480.00 feet and a long
North 83 D 10'3 70 East 68.03 feet to a point of iangent; thPencs
North 87014126* East 13.55 ffet to a point; thence
South 16*0 1'4& East 223.99 feet to a point','
aint; thence
South 25°41'58'" East 181.90 fat to a point; thcftcd
South 39x473 r East 180.43 feet to a pointo thence
South 34°3948` East 153.54 feet to w paint; fhtnc6
f
0
1883000604
NP 11
South 33 °4223" East 105.62 fat to & point; thtnee
South 19°2VO7" East 107.42 feet to*point; thence .
South 0404 5145" Fast 110.67 fret to a point; thence
South 000481281" Nest 291.00 feet to a paint; thenLe
Sou11189°11'321' East 301.94 feet to $ point; thence
Sour t3D� �
South 2t3 41 Nest 104,21 feet to a point of curvd- thenc* along•
512.57 t said cures Navin9002t47"0 a cures #° the fight
g a central angle of a �radrus of 325,0ti felt and a long ng chord
g
South 4 5037'34' West 461,07 feet #o the FOS' OF 33EGDM
G,
said parcel of land contains 12.2 a9
crds, mare or less
--------------------------------------------
EXCEPT: r �'
i#
PARCEL V CLot 1, Block 2)(REVISED: 8130/94
A.�$arc l of land being a portion of the 114 of Sect* '
action 22 and a portions of the.N 1/4
and the NE 1/4 of Section 23, T.4I # 1�.1'U�'. d
de r a County, Idaho and more particularly
sc bed as follows:
Commencing at a brass cap marking the East 114 corner ofthe asa i
the Easterly d Section 22i there along
ate ly boundary of the said 1E 114 ofctton 22
North 001029114" East 561.53 fact to a point on tht Northerlyright--of-way-banal ��Sa said - line of tht; PhyllisPhl��
, , po"nt being the REAL POINT OF BEGINNING; theice along
right-of-way line g� the said Northerly
South 74°5837' west 374.09 feet to aflint* thdncd continuing
° � 0POW; ng
South 81
56"22 mat 411.51 fit to d point of curyt; thence aloe
fee#. Saar# curve have a cont rd � $ a cu r� to the telt 215.32
angle of t 1 *35 03-�, a radio& of 1055.00 feet and a ton chord bead
South 7610$154" west 214,9E facto $ ng
t � point of tangent- thence continuing
South 70"211191 west 268.7E ffet to a pint of cu
12 - p , thence along & curvc to the tight
1.71 fat, mud curve isvrng a central angle of 16°01'490• f 4 a radius o 35.00 feet and a loris chord
bearing
South 7$"22114" Vest 121.31 feet toe int of tangent,, then
�� �' , continuing
South 86023'094west 350.38 feet to a Point; thence cortin '
o P , continuing
South 89 28 06*, West 195.35 &et to a 3 � point• thence continuing
North 8658;12°"'�Test -
7 •05 fact to a point; thanst leavin the said Northerlyri -
find of the Phyllis Canal ght of way .
1883000605
Page 12
Forth 00°46'33" East 1778.52 feet to a point; thtnce
South 89`20'1 2" East 1955.42 feat to a point on ft, said Easterlybounck of the said
1I4 of Section 22• thence along �y ;d I�
to g the said Easterly boundary of the said IE 114 of Set ion 22
South 0O°29'12" west 658.77 *et to a point marking tivg Northw.est cornet of the
of said NWI I4 of i h- ..
n 23 the South 1I�
� ton 23, thence. along the Northerly bounds of the said South 112 of
1/4 of Section
South 89a3115E' East 2631.23 feet to appoint marking the Northeast cornet ofthe said
112 of the I�w 114 0f South
Section 23; thence along the Easterly bounds of the said NW 114
mar# 0 ° � �
0 26 41 East 3 50.91 Met to a point; thence
South 89°331190 East 200.00 feet to a paint; thence
South 000264 I ■ West 300.00 flet tovint; thence uro,
• South 89x33'19'" East 72.98 f't to point' ince m m a v� 9 a 6 W .mvc LL R¢a_
South 04°26'41 " weist 549.61 fast to a point on tIm said Northdrl Tight -of -way line: o
Phyllis Genal; thence Ston ;he �a'd - ... y.f the
8 i Northerly right-of-Ofline of the Phyllis Canal
North 87022126'* west 130.70 feet to a point; thence continuing
South 8500'24"-" Fest 154.38
4.38 feft to a point; thence continuing .
South 74°15'48` west 86.pof curvethence 56 feat to a point • ence aloe~
.Y ,. � S a cures to the ltf1 153.13 .
feet, said cure having a central angle of ] 5840'02•, a ra*diva of 560.00 feet and a ton .
g chord bearing .
South 66°2548" west 152.65 feet to a point of tangent; thtnct continuing
South 58x351471 Nest 192.43 feet o .
t a point; thence continuing
South 65 °04'4 6' west 220.69 feet to a point of curwre; thence al o n a curve to
feet said cure having -12'2&55" 8 t nght 95.6n
v g a central angle of , a radius of 440.00 fit and a long chord bearin
South 71 ° 18'13" west 95,41 feet to a� oint of -tangent; nt• g.
p � "C , th�nCC continuing
South 77031141"west 311.17 feet to a point; thence continuing
South74a42'I4" west 180
.62 flet to a point, thence continuing
South 69*3746" west 319.18 feet to a pint of curve; thence ]don a curvb to
feet sat o � a g the right 11.26 •
d curvt having a antral angle of 00 5� 06 -, a radius of 690.00 feet
, e and a long chord beanng
South 70005149v. west 11,26 feet to * point marking a point of Codingof
continuing cury thence
North 19026108' west 5.00 feet to a point marking aoint ofb nru"n of
p � g curve; thence along
a curve- to the. right 651.28 feet, said curve having it antral angle of 54°28'31'' a radius o
f S d bearing
and n long chor f 6 55.x]
North 132° 11153" Nest 627.02 feat to a ON of tangent; thenoe continuing
g
North 5410573 8" west 312.98 feet to a point of curve• thence aloe o
� � a curve t the left 25.23
R
1883000606
Page 13
feet, said curvv having a cening angIG of 50003146*
North 79'0591301, West 266.56 feet a 6 radius 315.00 fe* and it long chord bmdng
South 740'5837to a PoInt of 18n9ent; thencC cOr-finuing
# West 15,34 feet to the POINT OF BEGINNING
said parcel of land contains 130.87 acres, more or Im,
(Thetotal acftge for the parcel described obove is IW
acres, more or less:)
--------------- --------
- --- -------------------------------------------------------------
N,
CO!
MA
4347
La
A r.
OF
A 44P
V
M
6K
R
PIC
A
T
JA
�x
AFFMAV IT QF LEGAL INTEREST
STATE OF IDAHO )
COUNTY OF ADA )
I, John W. Hewitt, President of Pacific Links, Limited Company, Spurwing Limited Partnership,bein first duly swon upon, oath, depose and say:
1. That I am the record owner of the property described on the attached and Ian
gr t my
permission to:
En&eering Solutions, LLP
150 E. Aikens Street, Suite B
Eagle, ID 83616
to submit the accompanying applications.) pertaining to thatro e
p p rtY-
2. I agree to indemnify, defend and hold the City of Meridian and its employees harm
less
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the pp
ownership of the property which is the subject of the application.
3. I hereby grant permission to City of Meridian staff to enter the roect subject property for the
purpose of site �
perp a inspections related to processing said application(s).
Dated this 23 :¢ day of
John W.
SUBSCRIBED AND SWORN toy
day and year first move written.
L
;rte
Commission. Expires:
1
lkits" Fr_ _ _ .µ, _ � �■n*� � � 1 �: r��� 1 ■ +max
r * � 1 ����."_-'_^—� � _ �R�27'14+� � •ir I'1`I ■.+ A
.LJL-Rky%FL'y I-FUCUMCILIL Jr.— � Page I of
IL
--- --------
ARTICLES OF OR6AN12',41�'lON
L14FITED LtABILIty CRAijY
To ilk �ehi�y of �lYb � Idaho, � ,� ? vl �A �l
Sh�FOOO, BoiO. kM-" 83720 q�cNE'.�pr 1K SATE
1. The nage Of OW lhjtpj�d iabMity I` W - Unfm _ldxdtkd-_qUMgn
L"I*Wfny •i.p.
its
2e lft�
ya
F
ce 1010
A
. pA#xpwf---&Lff!jnL. Qj702
and rOffft of the Aial raglat**8
LIN
59JWA Md
goof
Sam - of M $--opt C4
3- TFw 4te0mliem On *6ch'*m limiWO6111t�+ compmy will dOsolvpm-gbx&'
A
4. tA—&& Zak
m
' NOW QO
?A -AL.- Rl
own
Al
rw
In
9) And t
"R Pig.
on. e mWoulum
9 1 t fthb
ffifnamfsya�
AM
nNW� A6
Iml) O�p
I'Ll ;7 rr. it C'
Eli
•
NMI-
�
MP
At -ps*m..Gbm .
L%
0
-■I - OIL
Ws
. . ..........
worm..
rj
P-2
%low—
r, �� L1 -
hrp ;6
lop
-52R-lm 77 Mr-
- ------ -------
'vgg m r 04
A__N__K%spw orl ;IP6; IS& eiz
WL
MaMLA
_4_11*41M
R limb
WWOP
NMI
jilttp://www.accessidaho.org/public/sos/corp/search.html?SadptForm.startstep=docview&Scril)t-Form.start... 6/13/9-00
ii-java ijucument = Page 1 of
(W --w , I#tpr ..
2.
_ti
SEC . ARY ST TE � 4TH ST
'I�I�EST R [V PAICIFlC L ,I WUE3 _ ANY Ba c2
PO B4�C B _ HEOTT
� �H ST'S
DISE, !p4"722-mol.gOiS� ID &76
'NO FRA
AG FES IF 3.
Ftclf%=P&R BY DUE DA
ItW L%Wfy Campari ,E� amdn#ar Rarnddraam& Mernba s'
o c M" P.Q.I' -C&
Z. 0 .. C
4LAt
Ala c
siopki4 _ -
paw- 4b �6
Narrfea �Ir �"
•� _ � —�Tim
!s 0 312, _< IT mo P6
�` or Staph 2
http://www.accessidaho.org/public/sos/corp/search.htaml?Scri tForm.startst — � .
p ep—docview&S cnutForna.start_ _ _ 6/11/7 An.
IVNUN Document
ce old x It
CAT F La�
Fy
ILOTEDRA4RTNERSHIP
T•�1y
,�
of
_2
s 4
mat* W7tp
or. su'llEv-
P* 1�0;.kE 4LA?
I. , qu 191 T
I.J
Page I of
iN.
.L -P
-Ar
mw�= - -
M 024 -wz
rb
nam
•
* k Of f 6018fWad am gm I *re:
F}•
g A 4tb,- AtIMIL tM-206,r w1mig _L41 LfO $3702 F1.0.0a),_
ro
30
in
&mw.n nwe
awe.
Arj' ■
MW& -9 LdL _. tinn
Wta -296'a- ReEk.-Fla -1 d" W83702 .
■
%R P,.d "Emma
4 WrW
PO
%li
Mv
4-4— WOO 60. 1
pta_ vo is:
A OHM m
op.
r 4
EM
W.
�z
12 am CON
V
C:
IL
a _.LX Nn7
L .4- 1
M.___ -- — — -------- - _0 &.
Am i W; 5 N r
3
4%;_- LIU
19
pq
r L`+p LIA a dr4 d" !L7 -&.X
2�f IA, ml!_!j - 11 !—i�kpfj OEM
own
NEI
hftp://www.accessidaho.org/pubhc/sos/corp/search.htnl?ScriptForm.s'tartsten--doeview&Scrilr)t'Form-,Rtar&, 6/11/9an,
Ll%
N
—j
G
VSTJ
kA;-
W. CHINDEN BLVD,
PROVOSSID "
s MV'
I)Wri�Tis"oll
RUT
G SUBDO
kw
Wd
��I� 1��
SCALE I woo
DWG.DATF- 06120106 S PURWING TOWN H
MMES SUBDIVISION NGINEERiNG
PROJ. No. 51129 LOCATED IN THE SW 1/4 OF SECTION 23, T-414, R.lW., B.M.
SHEET 10 MERIDIAN, ADA COUNTY, IDAHO
SCA
DW
PRO
G
S
L
jE
D
A
No
n
71V 61
OLUTIONS up
VICIN 150 E AJKENS STREET, SUITE 8
1 9
EAGLE, IDAHO W616
2 A
Phom (20e) 9X -WW Fox (208) 9334)941.
W 129APR _ _ VICINI
IY MAP
P 0
-"�N ■ P
,
�A
PRE-APPLIGATIONTw NOTES�A1AME�EE'
DATE: lz�Z
,S—
p-
Eng4ne ..... .....
Staff.-
_ ��
Proposed Developnaent:
Location: /,A
Required Applications: -A
e,
ning;
Eximingzo
Co-naprehensive Plan Designation: roPosedZoning--e• :::
F��r P�Ia,�t
.s
Property See: dumber of units.
• Sewer: DweMng
Type: 0
Wat'
erl
Rresgu&zed I
Street Buffers:•
Ooto
pea Space &r Mcropaths:
Landscape Pian. .............................
LotS4e,& Fran 1111111191]��Jjj�
Wl! =b I
WA
TOPOgmphy: III I LOPPI
hydrology-
Strieet S
Ystela.. Ub
Padaway SiVsteni: 6
r'lll e -A
x cations
Amnexatiton
0
I
FV
Rezoneil r�
...........
Conditional Use permit big
Variance
Lot Line Adjumment
Compr6hensive Plan Amen
eat
■ Application Chec"'..1-.T% 0
St JrevIew
OtfiA
. Ill. qr•. gendes t.00
6ndcL
A:al c"&@)' fi-Pr-e4PIication Colifere
nce:
Not recommended
Reco en kd
&I
z�6yr,�ow
Is a .
4,p,t&,ipated Sub on Date:
nMSS1
Anticipatpld P1
Cr
&2'Cr Onin Date:
K%7
COO
Ad nal Notes: A -pp L WAJ
.............................
. mus
lt!!�' 0- Will TV -v VV I L'r
... 12 111 or, F IF
P=Lo
11
LJ UL 17 AW3 011
A -S
A- COJIAJC
. .. e..........
r)nn
ation provided during thLis nace-tIng is based MLr Ir
Upon
u � - -.- . - k
k .--��VJDX:4aanceand licable CW
7: ': -'W' 1.1 " r
*'.!.,I " i i.1 0 , preheasive P aa and
F,.m-eia
o La 0 .4 -&*z-
anz��� d va�ijj�
z 111 46 is zfOj
11'qg or SU A"?—. � 0 ens:
' Monffii.
(OlIn oll'Ordifiance or Q"o�apieh�!nsj#e pj
aamayaffect
Yo
i�Llrmfl e -51-4L' 0
4�
Is a .
4,p,t&,ipated Sub on Date:
nMSS1
Anticipatpld P1
Cr
&2'Cr Onin Date:
K%7
COO
Ad nal Notes: A -pp L WAJ
.............................
. mus
lt!!�' 0- Will TV -v VV I L'r
... 12 111 or, F IF
P=Lo
11
LJ UL 17 AW3 011
A -S
A- COJIAJC
. .. e..........
r)nn
ation provided during thLis nace-tIng is based MLr Ir
Upon
u � - -.- . - k
k .--��VJDX:4aanceand licable CW
7: ': -'W' 1.1 " r
*'.!.,I " i i.1 0 , preheasive P aa and
F,.m-eia
o La 0 .4 -&*z-
anz��� d va�ijj�
z 111 46 is zfOj
11'qg or SU A"?—. � 0 ens:
' Monffii.
(OlIn oll'Ordifiance or Q"o�apieh�!nsj#e pj
aamayaffect
Yo
i�Llrmfl e -51-4L' 0
L
11 � j `✓
Ic
AL
1 �
t x ■ i t
V.... 'Q *� !.o
I
I+I
n:,
� iTl
l r1pl
t
I'l ;A
Mg
I _
kQ1- iT
P P, g, -.r
16
-�t 6
�I • :7
.; - F 43
'I; C; FI
--*w
w
80 Ili zip, �6, �6
■ Y/
li
'P3 Zk
.�. �1 I+F ■7 �YS� �' Y� I � �. y
i1 }
- } lb
}}�� k_
r I.Y �tT lI
1_ +
■ Q% Ny ii f' tii LY S.
F I ii
;4d
r: R: -
t!F{ N
1 -
1
rr'' 3 ! V I
f i t j—j�.
rt. inc r
`/
■i al �
lir
.a.
ani
■
F w
Li Yi
'2 .-rt INIIr
F
y
F
y
� ti+
■
A■ � � til _ � ■� � ■ i 4 � lil�� �� M.�
y
■
1." Lit
t� E•
iy�
a
I
t -
iF
Y
i
i�;. �1-1 D -V* i� 9'. WWZI
a
I
P. � I
FJ t
�- 41- b
I
� r
- N'
-e -I Ai. C,-; 2
I �
IN
ro
ti
4FT..
FL
_ � 1 1 ~ � � � ` : F? � F � � two :� ■ 1 � `+�; �r rl 't � rrl ���C �M�� +��,� �it'�.'���; � �#l�t�G+: � E� ■� .:{
r-,
}f :�! Vii! •i' � - � !,: _ _ _
O � 3M ■_ 'j(fi+ �4Mi!'�ii li�q �.: 3i Ili L;26 1� ON
Wl
?2.*_ t.„'S 3 Vii;
FL
mlw_ a _ ��r�,� 0 It=
_ C
'L
ie
t
�i
rt�� 'ids
s. x �r
v ■t ::C+ + ! !'Fn 4;, �'r1 ati F r*y I M1f� *,,* #9 ;-dw *' a�: - it
`_'' iii' ���� R add ! ?c �i IiL
i E. L
�, L�
■
ON- e0z
L
_ AIt %F
r
!:! L
P2.
OleI
tr
I
0001 A
L -X
ILI
J�
kyr
A
.y
r
■
I
0001 A
L -X
F{
P =111I am ■ kti
�*
ti
ILI
F{
P =111I am ■ kti
�*
ti
3
Ic
*J
3c>-7
■
s- 7
_+•1 F
w
mx,��tr
9-L:
we =�
1
Ir
CF j�
INS
r10 ■ L IT, , •i
II
_� r• �, � 7 tib
y
„rw
■ � : iR 6L :i li r or,
}��t� ,�• � �*.� :� til I �i k: � i s
j•i It
ter: '_�. Mt ■ r
4 a�
I `'d lil
w �
R
. IIS. �'�
IF �
F
y
WWI
tFlli�rti
y
In.
Ri
■
� I*I ■
41i �„i ■
0 t y F_il
?;�N
i
COMMITMENT OF PROPERTY POSTM
Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a
public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment
and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing.
The applicant shall post a copy of the public hearing notice of the application(s) on the property
under consideration.
The applicant shall submit proof of propertyposting in the form of
� � a notarized statement and a
photograph of the posting to the City no later than seven(7)da '. days prior to the public hearing
attesting to where and when the sign(s) were posted. Unless such Certificate is received by the
required date, the hearing will be continued.
The sign(s) shall IV removed no later than three (3) days after the end of the public hearing for
which the sign(s) had been posted.
I am aware of the -bWve requirements and will comply with the stir �' .
UDC 44-§A S .
p Y posting requirements as stated in
73
Applicant/agent signature
I Y/d&
Dafe
LY � ' }}• • ,yl r$ � L •� �., f� }I'_ • . 'k " �.. •'� a: T �. f`'t�`� � {,+�P., rf�^_.
`� � �`•� I ''� r4 ��r �'�,, �, ��,i - _ �ry'►14_-af+`, . rr .•:._ ._..nx,?,y4"JFF'1 � y •. ..L_ - L "{ }'''�,`}I
� � ti �L S ; S• �F�l �S �arT` ., ��'' ,e JJC'� �� r �., , =�� .F��� f- � � ,reW� a . - "tel v- } t f
ti., r •
a
r } { ,. _ _ •_ _ ,yt '.:int }
} ~ '•�'r'l '4 Iti '''�
r,
,
t
' •:r�� wry f _, ',
ti
' { � . ice, `,�� � •,p�.:,���! . � _ r
��' ,�s, +mac -'`t �'• � J • - . -� 1 � , I I � ' r
i. it '...,,� f�j''r' • __ - y_ _ : �� '.
r _
rl
• 5yp • � . l •S �"` C =r _ f'q wy',:L: tv .�o-,.�'��• .•, r� � : �- `,, . �� �•, t,
�,y� r :/� _ ``�s „ . f'�j icy • .I� r...•F t : F{ •' - w �t � Sit ' } xt ,
1}y i+r EON
+ M1 '•t'$y
N. V
f 1
i
i
4'
• f '�i "�' - +�jlp+r• kL4 it': l 'f fi, _ }' C .
+2'
• •�� ;' t � •J.�`;•r:_._ _ •ter I �_• -
re
kL
} �� °� - � � 'rte • fir• �`Zi ��F � ;. � M1�. •. `�� �' t�
`�• 7 Sr`;:�L' •� !2; t 'moi
�•y I�gIy1''
rtrt,, fi a` � i•
.YDS M1 � � }I �.1.�•.. r• � � �.
' i� y5 S ' R L `'y •i 1 r '.
iC~ 'fir � ir' 3 � '� P rr .�h .• �' ' � I
}.{fir •v� r L 'ti+ , 1 1 ' S' , � : li }
� r �, v'•�t / � ' �y pp i ,
• � �� i� . � �'�' ' �-•, dr' � ...Y � ��',e "r :� � ' �' yam'• ". •� 1 L
� .mak, � } } { °Ltd• ,r� l �+� T` - � •. I � � � � +� �' " L
fir; .� ��y3x4M1',� �' �'.f !.
r g- ^7� •� l � � '•+fly
9.
:s. f` 1 .?�'ia r 1. k I 'i r-. �• E(
., yy
1A
xx ,
li
w 4 '�*ly tr r-.7yt c.
x
rr`-'moi- Ss,...W� ,- .... - _ _i.'y�� L f•F1S t y.4� `� •r
r
v
}�11
vFit
&
F
Climmili,
r
4 =
EYS LAND 109 South 41h Street Boise, Idaho 83702
j/��'� (�`j (209) 385-0636
mew= Fax (208) 385-0696
Date: June 19, 1995
Project mo,: 1136
DRAIlQAGE REPORT
FOR
AMU=�QBDIVIB AN / QOW SO IM
ADA COUNTY, IDAHO
MORIPTION
SpurwIng Subdivision is an eighty-one lot non --farm subdiv ` '
which will contain an 1.8 hole golf co isiin
Sections 22 Kn g arse. It is situated in
d 2 3 , T . 4N. , R.1W e j Bog, in Ada county r Idaho,,
Highway 20-w26 (Chinden Boulevard) f orine the Sou
the 5ubdivi ion Southerly boundary of
about one --half mile e Nest of Linder Road. The
subdivision is on two levels 'separated b the Phyllis Ca
upper ,level cont�lins �a � Y Y Canal. The
11 �f the residential lots hnd several of the
golf course, holes find the Club House. The lower level contains
golf course, vnta�.ns the
bulk of the
g e■ a naintenance building and a lot for
future development. The residences of the subdivision
will be
served with individual l septic systems and central water,
AMXWft q
i � a191
The. upper level was i8rgely irrigatedasture and turf
wa of a p f�`rm
ith � general slope bout 0.4 % towards the Wgst . A series of
i.rrigdtion ditcher were fed from the Southeast corner
property to flood irrigate "� of the
g e t� property . The interior ditches have
been rerouted and tiled and cain no lon er7"be used
this roe `� for flood
irrigating property. rty . All irrigation for the res idence-s and
the golf course will be from newly installed; pressure .
systems. Lot 2 of p Irrigation
Block 2 Will be the only Lot which will continue
to be flood irrigated. No changes are required for irrigation
Lot 2 of Block 2. gat ion to
Irrig9tion and potable water for the residences gill be
supplied a$ per the O DOMESTI C STA n `�
WATER AND IRRIGATION PLANS by B & A
Engineers. The water will come from a combinftion of the`
ditches and;&n agricultural existing
g tural well located in the Northeast corner of
the driving range (Lot 78, Block 1).
The golf course has a separate irrigation system from t
residences. Vater for this Y he
system will be pumped from the lake on
the lower level. The source of water for the lake i s
Creek which runs throughthe Eureka
the lower level of the subdivision.
pi
o g
Since loud irrigation will no longer be used in the
subdivision no drain ditches Are required to catch
excess
i.rrigA'tion waters. Drainage ditchesr however, are still required
as shown to continue drainage Wcross the property and for excess
flows to the lake.
ROADS
Storm drainage for the road right-of-wy is rethined on eit
as designed in the "CONSTRUCTION PIJM -- SPURWING SUBDIVI S h -
aCCep ir�d, by the Ad� count H � �i� i+oi! ss
County ighvay District. The remainder of
( k &M h,w
A. W-42
r
Mid
BAILEY ! fi LM SURVEXIMN I09 S. 4th STREET 801 SEw
xoeHo 83702 t2883 Sa5-0636
DRAINAGE REPORT FOR PAGE 2
�
SPRING SUBDIVISION
0
drainage from the lots shall be kept on site on the individual
except as hereinafter provided.
u Z lots
PRIVATE LANE - WEST PENICK r S POINTE LANE
The private portion of Penick.s Pointe (Lot 63, Block 1 will
drain to Seepage Bed 7 a "CONSTRUCTION s shown on the said CONSTRUCTION PLANS
SPURTING SUBDIVI S IoN . M The seepage bed is sized to accept th
hour, 25 year storm of 0.89 inches ` p e
of rain in one hour. The - �rea
used is the easeilent area and they 20 feet of lot frontage adjacent
dj scent
to the
7ne. The runoff coefficsents used are 0.95 for the
easement and 0.5 0 for the lot frontage* Stara a in the "a
page
g sempage bed
is equal to 40$ of the volume of the drain rock. No nfiltration
is used in the sizing of this bed. See the Fat "Drainage
Calculation Table amtached Drainage
Spurwing Subdivision -- Penick r a Po rote O for the
exparcted run --off and capacity of the seepage bed.
F.
GOLF COURSE
LJindsd&pe berms are constructed along the entire West boundary
of the upper level, along S urxin Way hnd
These berms contain
g � Tong Highway 2 0--2 5 .
will contain any runoff from the golf -course toxards
the Wormt or towards the South. *` All land t
the within the golf course and
golf course easement icor the golf, course will drain to the
f a i.rwayss . Since the ground is almost flat (except around th
Hale Lot 5r, � p e 18th
, ! Block 1 } the codrse will be able to ears i ly contain
the water until it darn soak into the ground. •
Th4w run --off channeled into the 18th Holft will be 'a l lowed t
enter the drain Aitch a lon the g Nest side of the hole. The
contributing drainage area to this ditch has been reduced by the
subdivision
(many of the lots are required to keep drainage on
site). Since the ground will largely be g
f air�a s� and g y, Well maintained f ned yards.
y + roughs, the run-off coefficient is reduced from that
for the original mgr icultura 1 and waste ground, The net res
a reduction in run-off to t result is
his ditch f romL the predeve lopment run-
off.
IA-0W'ER LEV_%Jr%Mr
tot of Block 2 will rain undeveloped for ini
years. Irrigation �n � � . p � mum of i 5
d drainage will remain the same.
Lot 1 of Block 2 consists mainly of the 5th through the 17t
holes Arid the lake shown, The h
The golf course is bermed along the
Subdivision's westerly and Northerly boundaries* wStorm vi
ll the rm water Brill
course or drained to the lake and Eureka
Creek. The lake his an overflow to the emistin► drain ditch alo
the North side of the Phyllis Canal. This dr ng
a n ditch 'and Eureka
Creek are the historic drains for the area. The lack of flood
irrigation and the well v(d rota, ine
d golf course will keep the poet. -
development run-off at or below predevela went run-off off rates.
Eureka Creek is re-routed
through the 15th f a irway as shown but
otherwise remains in its original location.
IN[�
T e buildings shill be eldvAted to be above the o
adjacent to the building site, to . ground
The ground shall be graded to slope
away from the buildings to keep storm wafter away from the buildings
F.,
■ t.
-�_ Q ■ ;a;
ALB r S 'P'EYI G 109 S. 4th STREETS 801 JE, I!" 83702 * (206) 385-0636
- DRAINAGE REPORT FOR
PAGE 3
SPURWING SUBDIVISION
but shall not channel the storm water off the lot. The
�iraund improvements shallground
be graded to keep the runoff froh the
improvements Within tht lot . The front of the lots shall be graded
&way from the roads or shall have swales a minimum of 1 foot b
the curb line to keep below
run --off from entering the streets. The
eirception to this is the front 20 feet of Lots 62,r 64 65 and 6
Block 1 adjoining Penick' s Po ' � 6'
Pointe which Iri l l be allowed lowed. to drain n to
the road. Due to the size of the lots and the lack of s
specia� 1 radia �.e lope no
g g required on the remainder of the lots.
R
C
our
.. David N. Whrks, 5630
Tealey • s Land Surveying
w
x�c
U
r ,y n 11': R ery 0
a
SEEPAGE BED
a
i
EALETS L 4 f 1 C* South 0 Street Boise Iclaho 83702
r~
(288) 385-W38
Fax (208) 385-0696
Project No.: 1136
Datea August 12, 1994
Rear: 1 0(l M4 ."NAGE & LLArXQX TABLE FOR
y _ a
S-PDRKX-9G SUaDIM
ADA COUNTY, IDAHO
DESIGN.g.RITERIA ff
DESIGN STD --
1 Ir OF RICIN IN ONE HOUR,
SEEPAGE BED STORAGE — 954 VOIDS.
RUIN -OFF FACTOR — 1 F _��
FOR ALL OF A,CrH.D. RIGHT—OF—WAY
INFILTRAT N -- 8 INMOUR OVER 213 OF SIDEWALLS. t - D ' �•
QIESIGN CAPACIV
SWALE VOLL,M E
INFILTRATION RATE a INI H n" R
S � ■ ALES AND BEDS EDS CDMA ED EXPE
`} DRAIN RDW AREA
RUNOFF
RATE
• 1 58,184
41
1.35
2 63,892
3 391,050
5324
1.48
0.90•
247
!320-
6
!
1.75
. 16
N Q
f:
is
Jq
Project No.: 11 V
Gate: June 19, 1 095
Mwamn
TEALEY'S LAND 109 South 41 Strut Bose, Idaho 83702
SURVEYING (208) 385-0636
Fax (208) 385-0896
SP
SI SSI €elf
.PENICK' S POINTE
E I N RIT IA
DESrN STOO-W 0FRAIN IN ONE HOUR (25 YEAR, 1 H&M STOR
SEEPAGE BEDQ
ST RAGE -4044 VOIDS.
RUN-OFF FACTOR - 0.95 FOR ALL OF EASEMEW, 0.5 FOR ALL ELSE.
P' RUN-OFF
PROVIDE FOR ALL OF EASEMENT & FIRST 20 FEET OF LOT
(EACH SIDE),
INFILTRATION - NONE USED.
12
iLP OTEQ UN43FF
.aWioN CAPACITY
SEEPAGE BED
VOID RATfO
BED LENGTHI1MDTH pEPTH VOL.
0 C
7 _ 25 4 Q.M
0.62
40%
STAR. INF LT.
2AD01 NOT USED
TOTAL
r
P
I
Fan 238-7
6/89 STATE OF IDAHO USE TYPEYMITER OI#
DEPARTMENT OF WATER RESOURCES BXLLPDIAT PEN
StatstM that thiWELLL DRILLER"S REPORT
s report is fined with tht Director, De"Wtrnmt of"SM R&Mrcft
With is 30 days'aft& tr* MmPhiton or abnwbonwnt of thtk Will.
I. WELL OWNER
Nine �
Address -_23--5) k"X= - ,
Owndds Permit No.
2. MATURE OF WORK
)(New weil CJ 1 itepbned
❑ Rtpiternont
I ! WdM dia
atter increase
I l Abandons (describe-ebl;rmkpmont
P10cMdMbS Such b
is
matensis. plug d5ptha, etc. in 9thologic logy
3. PROPOSED -ISE
P-4-Qdhfttid ❑ Irrigation ❑ Test ❑-Munici
al
❑ Industrial C]StO* ❑ VU t Di P
1:1 Other � � epoa�l of injection
tspIFify type)
4_ IYETHOD DRILLED
0 Rotary ❑ Air ❑ Hydrw lbt ❑ Rev roti
)(Sabfe' ❑ Du Other Y
❑
F 5.1MMELL CONSTRUCTION
i 01sirls sc dulb: X StQq! ❑ Concr�ft ❑ O ':�
T1bkraw
a1 From To
i*hes iaalts + `� flet 1iD fret
inches !�hqc
------ .
�.,� � fit f�
ir�es inches Metir�ha■ "� #
�# � � feet
Was being drir' shoe ui? -�' {
} �Y41 ❑ No
Vis a packw or seal usQj? >Lyes ❑ No
Palrforo*d? ❑ Yes XNo
HqW pgrforated? ❑ Fattdry ❑ Knife ❑Torch ❑Gun
Size of pbrforation
'rnchw by inch
Nunib6 r From
PeKoati". To
fist f fcA
Pirforetims l"t fwet
parformtioft fast feet
VMI scr@M instalydd? Ayes ❑ No
N c*Uf*:tur*r'i nune OMPL
Types o
luibdd No.
DiSkielor Slot dzb ^Sit fr
brn DiWnefer . SIof ilz& �f4a to fa
Grwd ed7 ❑ Y t from fdft
p�k p to� to
�o❑ Size of g� el
Plgceif frc�n
Su rfMCMftM d fpth _1J1_At�
&I u�d in sem: 13>�Ulntonite dlog clW ❑ pm t
mai }r•l prodMu re used: ❑ Sbwy Pit ❑ TWP. turfs, 4w:ing
X.O►-
b�.�'�.I�dltn
• ' 4d af�viniri caging: ❑ Thta�d Wed ❑ 5oiv t
Wad
7. WATER LEVEL
Static vraMr level ❑ feet below laved Jorfke.
Flowigg? El yes "No G.P.M. flow
Artesian cldM-in pressure p.s.i.
Controlled by: ❑ Valva ❑ Obp ❑ Plug
T■wMtuft __OF. Quality
acslbe artesisr, r Peary roma below.
S. WELL TEST DATA
❑ Pump ❑ Beiler
9. LITHOLOISIC LqG
Bora Moth
DVm. From Tn
13entwl betaam stints
Dt�ribe � p
10.
6. LOCATION OF WELL
Sketch mo *stinn must
N, vl�th tt�, location.
9ubdivis* Nape
- -- r--
r
W E
-; -` Lot No. B*k Mo.
19
R
Cconty
fi Cllr W y. .� :t, IV E f tl
er
CE
Air ❑ Ott.
%44M Homos d
W4Fk smarted �" fir /1►#,�
11. DRILLERS CERTIFICATION
I cwofV that all mir*_ num1
� stwnd*ds wed
camel d'f+lMith gth! tirn tl rig vaa; ammgd. -
Firm S
m No..
Addrtpp now J ��
SijW by (Firm OMW ,-
f
Mpffatbr) -
Farts 2387
STATE OF IDAHO
CE USE T•r
PART9YENT OF WATER RESOURCE-m'..'],". P
R' '�''`
WELL DRILLERE��RT
�
UW thk�y
the Mt. R
Ddowmat
n
ftz
I. WELL OWNER
-
Name G h
T- **TER LEVEL
'
Static w►atApi ii v�
Address �° I D o e r-C -
_ feat v I�
❑ Yos
At-eft?
Drilling Permit No.
C-RM. few ------------
artesian c: din pees a psi.
Water Right Permit Na
CO%rcNe4 bli ❑ Va m ❑ Cap ❑ Prig
Twnwdura Quali
---1111F.
4t�M WM§W � or bear.
2. NATURE OF WORK
- - - -
)e New well 11Deepened 11Replacement
❑ Well
e- WELL TEST DATA - -
11Punt
diameter increase ❑ Modification
Ulm ❑ AN (3
❑ Abandoned (describe abandonment or modification pnc)cedures
Y ,
D�sChar9e Q.P.Y.
such as liners, screen materials, plug depths, etc- in iithologic
Puma Le1re1
iz-
log, section 9.)
- -
i
3. PROPOSED USE
Domestic ❑ Irrigation ❑ Monitor
❑ Industrial ❑ StockL�
9L LITHOLOW-
~
❑ Waste Disposal or Infection
❑ Other
(specify type)
- -
Bare De
3
lam, From To Matedal -
' 4. METHOD DRILLED
Yes '
�� iL
❑Rotary ❑Air ❑ Auger ❑ Reverse rotary
VCable
❑ Mud ❑ Other
All It 21"Mn -
(backhoe, hydraulic, etc j
S. WELL CONSTRUCTION
Casing schedule: Steel ❑ Concrete ❑ Other "~.
Thiaknew
„ems
Diameter From To
a
-1— inches inches + - I feet feet
�
22
.� _
inches inches_ feet feet
..
Was inches inches feet feet
casing drive shoe used?Yes ❑
C'Ae4o, n _
No
Was a packer'or seal used?� Yes D Na-------
Perforated? ❑ Yes No
How perforated? ❑ Factory [I Knife ❑ Torch D Gun
S-rze of perforation?
-
---- inches by �_ inches
Number From
TOperforations fBet feet
perforations .. feet feet
perforations feet feet
Well screen ins I ed? V Yves ❑ No
Manufacturer 7 S
2
TOP Packer or Headpipe '
} =
tr
Bottom of Talipipe AM
i
Diameter Slot size 4 d°
feetto �C(J I %r►wa
- -
,
Diameter . Slot size --._ Set from feet to feet
Grapnel packed? ❑ Yves � No ❑Size of gravel
� i
- ,
Placed from feet b feet
=
Surface seal depth Material used in seal: ❑ C
-- ement t
grout
' Bentonite
•:� U; .L. .
. {
,. ...:::� tteL;�or:s..
❑
i Puddling day ❑
_`.
.Sealing procedure used: ❑ Slurry pit
❑ Temp. surface casing X Overbore to seal depth
- -
, Method of joining casing: ❑Threaded Welded
❑ Solvent Weld ❑ Cemented between strata
Describe access port�-
iis "c2
�.LOCATION OF WELL
_
Sketch reap locationmus# agree with
ERS TION
written location.
a
� � ''� a iRririm caaetrr■■liari
_
SubdivWon Name
°uWW Ah j*Aja tow *0 rq
E
F&MF,ttq lam No31
s
.Lot Na Block Na
`+
w
County
S� by �.S
Y
N E❑
-Y4 14 Se , T S 0 R. WVf
-
USE A0 N ECESSARY ---
I
F.kt' e-7 STATE OF IDAHO
aEPARTMENT of WATER RESCIURCEs
TELL DRILLERS REPORTsateretn
a� t
hiP,r"o�t he fad with the a � �p rbftnt of v_ 1jw
4 3D d%* aitarr the canpleuon or obri of the MA.
1_ WELL OWNER
Name f r
ddrese
C7Pt�t#t *� C•AY s yip TZ -7 14
Drilling Permit No.
Water Right Permk �b.
2. NATURE OF WORK
X NOW wel! ❑ Dweried ❑ Rep ement
❑ WON diarnekw 4wranse ❑ Modification
❑ J4baAWW {dg*cr'e abardanrror 1110 ftatRM Vi res
9ch as Finers, screen, materials, i qhs,. in ii�hoirx�ic
log, sect�n 9.)
3. MOPOSED USE
DothMic (I dation
❑ Industrial ❑ Sok
❑ Other
USE TYWEVIWR gi,
BALLPCO T P tNN
Z WATER LEVEL
Stated Ovate# l�ve1_4X Bet bdow larld surface.
FIPNkQ? ❑ Yes VK No G_P_M, flow
Artbsiah clpsed4n Aressure p-s.i•
CWtr d by: ❑ Valve ❑ Cap ❑ Aug
TerVPerature � Ckwliy
Ddb6be
.,MNW kpow
B. WELL TEST DATA
❑ Pump )T Baer ❑ Air ❑ Cthea
❑ -Manhar ;0. UT LOG
1:1 Waste Dom, � kgctiane
(specify type) Do"
. Fri I To
METHOD DRILLED
❑ Rotary ❑ lir ❑ p4wr ❑ Revelw Mary
Ca We ❑ Mud ❑ Other
(backhoe, hydrate.)
S. WELL CONSTRUCI-ION
Caskp sch.e#yis; A Stest ❑ COMM ❑ Oth(-
Tt duws: C r .
.�. inctft
.
inches inches felt -
inches � inches�
�_ feet _^j�
Wa3 caging drKj woe us+rd? 1% Ye% ❑ No
Was a packer fffteW used? X Yes ❑ hID
Pe"gd? ❑ *8 XNv
H,ow pe )Faled? ❑ Fagtory ❑ knife ❑ i'arch ❑Gun
Size df Per _. lathes by . inch&*
N`r INSM 1b
perforation@ feet feet
perforations feet feet
perforations feet feet
VM1 scram Ristalled?Yea: ❑ So
66anuf4ctureri V
.
P@ck@r c F d) f'f
Bot,�kn of Tailpipe `
R r r . Sig ei�0 set fr&n
Diameter#R
�. Sly �iiz See frgm . ieet to lest
Gftviet pwk&d? ❑ *w ❑ W ❑ Smog +�_ ve$
Nwed from feat
SWC seal dglh Wft @.fig a : ❑ CMMM greet
w W _ ❑ Pig clay ❑ _ --
;sjinirpaa re u3d: ❑ SFW
11 Term. rf C 1% pyarb� b O tl depth
QUOW00 codw ❑ ThftcWd-
11 d
❑ Satvl�R Vld d ❑ betseen strslu
,�. pond
Tror�
OF WELL
S
Sid
L Los—.N06 A 0 ick ML
c,,.*Y- rs Adh
N v E ❑
�=
Sed.- , T _ 5 ❑ R. 1N
t10C RV%r-t&fvr%wv._ ,_
10.
LOW Hau
rdrk m - "S47-V01y ea ~ /0-f
Voter
17. DMURS CERTWIrAT101rf
c6ft Out - all rnftmn 94 co-fttruc" se�rn
CO 14*641 rWR APW *rrh the rig w,as uwwW.
Fifim ne Firm Na all
Am1w9 t
SOW t' oft -0 skpdndw, = ••
mod
(OPM
dr
0-
t
Fam.2 7 STATE OF IDAHO -
DEPARIj�E�' DF SATE am TYP�TE" OR
R RLESDURCE - - BALLRONT PEN
WELL DRILLER'S
hEPORT
Staff IMATOWins thet this rdrt bT# f tg DW
ft
66o with 1�C%id�, D`#�tyht of W,
Mi ielro• i 1.r ti ' L.#
retnpktsdA dr �o�wt of AMWali.
1. WELL DWlIiER
Namey Q
Y'
Weer Rlf. Pa" 1Ve.
2.1 MATURE Cie WORK
P *w ❑ D-tO�d 11ifsement
D Well dWn*&r incre6o
❑ Abinclowd Idesaft ft ndoribAnt Ivrea � h n
d ie, ping depth. 'etc. %Ing hqApl IvgL�
3. PROPOSED USE
10 Dom * ❑ irr_iodon ❑ Tat ❑ M - cl
❑ Industriair ❑ Stock ❑ W4t1fDi$PoMW = lnation
❑ Oth4r Islcify typo)
41 AMTHDD DRILLED
❑ Rot*ry ❑ Air ❑ Hydfmlic ❑ R-dverates
VL c4we ❑ Dug ❑ DtI*
5. WELL CONSTRUCTION
CWinj, reh le: Steer ❑ CdftrbU.d ❑ Dthm
Tlrickn1:
P Lys � Frim TO Iffier - iribhi! + ``
".�_ fm, , fee#
lachel *4�hft
inches
A — fkt "� #set
In" 1*4M
int
cAdng drive More uj*d? Of )NS ❑ No
WO 8 P kef or slig egW? ❑ yet ® no
Fgrfo d? ❑ Vu p No
Hoge rfdrirteH? ❑-:
Rory ❑ Krsfe 13 Tvrch ❑ Gin
Size of pqrfoCAfjQi ._ inch& by lnctWg.
N u nty
4 From To
parloretk fifW
fest _ fit
ill -1craw installed? ❑ Yw 19 No
MOMb M'ar`s ol IP
Ty
.4_vdig No.
Diametv.llot dze -. t frafn to f
Dom Slot size.: �-�—:2
U46M f
eat
GmW pecked? ❑ Yiae in NO ❑ Sjz4 of grawi
Plied from feetto ...�.�.�._..
Surf�e sag depth -� `�`� .�.,_� f
ee
Bfintg01a *ill uq@ 10 1-1GWMM ,tt
ti , PmAjun,C* E3�� P! a ra ea■d: 13 Slurry Pit [3T6np.aUrfaee caeiih�
13Dver�tae to �
'-M t:od ofAPirl IL*'Nr. ❑ Thi W❑ Sggvot
ted
Or -andae
E. 11-09ATIM OFcWELL
Ski rr" IocajKqM gpu Idth =ikko".
Subs N zwarj--/
i
r Esc b a ef,� r
i E
i
Lot i11io.
ick No.
i
comy At494
. Sem. t3N a E ❑
T. S R.
7- WATER LEVEL
StMic ky r, 90 %ft 1*§Iow Iand surf ,
Fbmkg? ❑ Yes jP No G.PIM. flow
Artmion closW-in pramre p.s.i. .
Controlled by: ❑ V0j. [I cap ❑ PIUV
rtM�'R{ 0F. Orality
ZOW 4910w
S. WELL TEST DATA
❑ PNOW ❑ Seiler
G.P.M.
Q. LITHOLOGIC LOG
Boarw
__ r
It Air ❑ pts,
XPi LO&I F yrs PM.W
r
5;
Fi
� ..
01 -
1�.
A
Work s*W `�—vP -- �
11. DRILLERS CERTI FiCATI(M
'Agm Owft t:e'i mR #ipihsd
cookpli%d v" the time ttmxig wwrwwrhd. .
Firm ice.
D�j
b'11 JFIrn Dffiaiaif02
md■
gopb*)
i
Z
Form 238-74992 STATE OF lD14H0
DEPARTmeim r OF WATER RES04JRCES USE �R
BALLPOINT P"
WELL DRILLER'S REPORT
State leev rfgt*ed tl
WPB be fibmd with tla Dlr*c#off, D4�trt�nt of �Y�tr n*soumcft
4W
iti ithfn 30 s � tlltt, evmpistidll b�wwnt of the pail.
I. HELL OVMER
Narrkp
Addres§ .*-we 4AI.
lkilkg Permit M. r. �• c i -r _ :t� �+ r�
1110 `500
Water Rjgt* Pearit No.
2. NATURE OF WORK
)< Now wgil ❑ Deapenew ❑ RWjqnrUnt
❑ Well idiaff ftler Wrea%V ❑ hWfitation
❑ 14baWOrWd (describe ab 00100calion pmcedwm
sdch as Rhbrs, screen, matWilk, plug % etc. M r4l' c
log, sft#iqp 9.)
3. PROPOSED USE
X Doj�estjc ❑ lrrijPian ❑ 11+4dni
le
❑ Industrial ❑ StcFdk ❑ Wage Deposal or IrjectiM
❑ Othqr (Spedfy ty"
#. METHOD [DRILLED
❑ Rotary ❑ A& ❑ At ❑ Rev6r r+ y
Cabil ❑ JWUd ❑ Other
tbuklom hydr wNc, )
5. WELL CORIISTRUCTION
Carpo whadule: ❑ CcwgriW ❑ mer i..�.`
i 4�!--Oinchss � +�
— iwhe inched
invhes —� inches
--� felt
'Wa+i casing drive aiae used? iN *s ❑ No
V&S e: packept or -imk used? V Yee ❑ No
Perforatpd? ❑ 1W9- JW No
How Fa;ti'y ❑ ❑ ToMh ❑ Gun
Size of gerforafion? . inches by, , Inghes
+!Lw'4r To
perforations feet feet
pdrfotetiona feet feet
Islrfoffition+g feet
WbNl streen fed!
? '9 Yen 1 ❑ No
Manufacturer d Type
Top Packer df Heoml
Boom of TeApipe
Dfat*eft,
�' �.... Sidfeset from fit fes,
Grave) paw? ❑ Yee No ❑ Sks cj g(a11ej
Placed from hd
M
Surface Sat! dWh��1M. WerW tamed In mail ❑ CIE, I 0i
g ❑ Pu4Xb! , cft]► ❑
S �t procedures twW:
13 Murry pit Tetsrtp.rahrf � Ortar�boro �v sw 1
lu[etlioc# d!; jp4p : ❑ Thrid-
❑ So6vatrt 1Afetd WqWW
❑ Cal *And begat vhrM
quos pod
5. LOrC.ATIOY OF MMLL
Sktlich map W nWA aWm 10 WMA kkatbn.
■
Sul rieion Nana
w
s i
i Lop NkLEk rkMm
e �y
Agro oir Nil
�+s•et test r�.� a� ribJ
�!�� N Or gr S ❑
5 V4 is Sem .J R.
7. N4rER LEVEL r
Statin ws"r" fee* tw-1 land snrftce.
Awa? ❑ Yes 0( No G . RK flora
Ariesian ckMd4n p*'ssure p.s.i.
Contraged by: ❑ Vsly! ❑ Cap ❑ Rug
TWromture °F 016ality
Dftcrft+armor 0,4 - 0
& WELL TEST DATA
❑ P" A Baker ❑ dlir ❑ OtNar
d• car.
IL LIT LOO
Bob' Depth
Mao al
rC P 50kL. "
C'r- u e �-
C:A Pt
lu VVJ
•tom
rt
sAhcky Cts
Ly
strrtd
C1 Ck
ClcA4
tic! Poe
Cf a � ti v
u
t of st�.r Bin
n R
pffia
r r
11. D]BOJ )MIS CER`I'I 7�1!
a Mllfy t hum wad cmn
CMM V*h rit�ehet tarle thud d. OW
,� ftl'1°1il�d-
Rurn hl"
f%VV�i 1) Fyem 14p�
iddAM
%Awsm" by tilt S
(fir�� .
P
Y:
!Form 239-7
1178
915
,L
1. WELL OWNER
Name �w N6676J
Address es I '—,e6d 4X 014. is
Owner's Permit No. 3
I i1
r,
STATE O F a DAHD -
DEPARTMENT OF WATER RESOURCES 91
WELL DRILLER"S R
Sratm IWA Mcim tlbt this 1`11-11mt 1§04MM with the Director. DoOdMent of R11181141rcez
MdthiR 30 dsys after thocompiitiCm or. o t of dv&mwj
- r
7. VjeATER LEVEL
2. NATURE OF WORK
New well ❑ Deepened ❑ Replacement
Abandoned (describe method of abandoning)
3. PROPOSED USE
$9 Domestic ❑ Irrigation ❑ Test ❑ Municipal
❑ Industrial ❑ Stock ❑ Waste Disposal or Injection
❑Other (specify type)
' 4. METHOD DRILLED
❑ Rotary ❑ Air ❑ Hydraulic ❑ Reverse rotary
' 9► Cable ❑ Dug ❑ Other
' 5. WELL CONSTRUCTION
Casing schedule: W Steel ❑ Concrete 0 Other
Thickness iameter . From TO
1412 inches inches + feet _ feet
i� inches inches _ -- feet feet
Inches inches � feet feet
' inches inches
-feet feet
Was casing drive shoe used? I4Yes ❑ No .�
Was a packer or seal used? ❑ Yes IV No
Perforated? ❑ Yes IV No
How perforated? ❑ Factory ❑ Knife ❑Torch
Size of perforations inches by _. inches
Number From TO
Perforations feet feet
perforations feet feet
..�,. Perforations
feet feet
Well screen installed? &Yes ❑ No
Manufacturees name k
Type AJ s Model No.
Diameter. site -„Set #rom_feet to �� feet
_ 0416,
Diameter Scot size Set from feet to feet
' Gravel packed? ❑ Yes -
PNv ❑ Size of gravel
Placed from feet to feet
Surface seal depth D Material used in seal: ❑ Cement grout
M� t" ❑ Puddling clay ❑ •
Sealing procedure used: ❑ Slurry Pit 13 Temp. surface casing
W Overbore to seat depth
Method of joining casing:
qdThreaded ❑ Welded ❑ Solvent
Weld
i ❑ Cemented between strata
IDescribe access port
r .
6. LOCATION OF WELL
5
SWItch rn kw.at4p rnWtMn=with WWtM kKitidn- .
L M i i Subd
E
f 1
Lot IVa.
_ Bbck No.
comity < 1. 1 ALI AJ
USE TYPEWRITER OA
BALLPOINT PEN
Static"mr level felt bi%cW i*d .r -f,.
Fla4rvirvV? ❑ Yes WNo G.PAL sm
Artellon clowd-in preasUre p.S i.
Controlled by: ❑ Vs&e ❑ Cap ❑ Plug
Temow■turs OF- Quaqty
vt y
8. WELL TEST DATA
a
Pump Q R■ hm ❑ Air ❑ Othdr
Discharge G.P.M. Pumping Level -
E
-- Y
.�n� w - -
9. LITHOLOGIC LOG
Hole D th
Diam. From To
Material
Ye
0
iA
RE
Z
10. I
Warrkidr~r } find Jam~r
11. DRILLERS CERTI FIORTION
I ANW certify that ill min urn cpngruetian Et
P�d with � t thy, tims the .
� � Arm minomw
Firm Mn* 0
cv, t
Addr=
r -
Opp
Sby (Finn Of"01d)C2.V4
re,
(ol�rj
238-7 STATE OF I DA H a
a i 'ARPM EAT OF WATER RESOURCE
E LL D13 IL Lt •ate , E
OR1r,
Sta I as th itthisreort4
fil@d w+rh thi lDirvxWc- ErspartrifiInt of iVater R •ar rces
within 30 doys.after the compl'vrod or jj�lpdq„yMt of the tel.
=FELL OWNER 7 WATER LEVEL
None `
Addrtss __P_
An
Owner's Permit No.
USE '1 YPEWR I l ER OF
BALLPONT PEN
Static water level 3011 � feet below IWA surfwa,
Flowing? C] Yes It -leo G.P.M. flow
Arms an cl rased -i n pressure
p.s. i.
Controlled by: ❑ Val46 ❑ Cap~ Q Plug
Ternperkure OF. ❑.uaity
NATURE OF WORK 8, irKELL TEST DATA
PJ
ap�crmenx ❑ Pump ❑ Baily �' Air 0 Other
. ut:.:i�daned (des ire method of ab eldcMinq)
Dischpn, G.P-A& PuMWmq,L`• l
�1001 Peri -
d
------------
PROPOSED USE
X Dord6itic ❑ Irrig*ticu ❑ Ttst ® Munigipai
Industrial ❑ Stock ❑ Wasik D'#1@ell or lniatft
.
Ottter (ify tyli
S. LITHOLOGIC LOG
HoleD th
I bM. F rolh I Tn
='tETHOD DRILLED
xi RotaryAir D H�dra�lic d R-
C.b le U Dv � rotary
D ether
WELL CONSTRUCTION i*■--
r : j schedule= rA Stegi ❑ Cor*r�te ❑ Othitr -- --
Y ritizknen Ora qr From
.250..- inches To
. _E� inahee + _ �� fSeg r ! feet -�
._._
inches in�.his febt feet --~-
. _._ ._...._
inches inches _.—.
feet
� .....-__«. irlCllls inoos h • _ `_'._`_.`_ ��. fit
fid# _
'Jas casing drive shoe u1bd? '01 Yis ❑ No
'iesig paekit or seW used? ❑ 1kK % No
`ertoraud? ❑ Yes 14 No
Iow prrforifted? ❑ Fq;tory ❑ Krf! ❑ Tomah
ii AN of perforation niches by ipA;hW
Nur From To
.;.;�._ pgrfawiors t
-.- �...,
...�___ Perforations ftt
-----�-porforajigiifit
{dell scri:ri inaollod? ❑ Yes — _� #fit
� No
nnufacturaes rwna
Xame Slat size �,,_Sqt frm _� feet to met
)rie�� Slot _.Set from _ —feit to fiNt
• 3rave.1 pecked? ❑ Yes Q No ❑ Sizw.of.W"
•'lacdh from �--.------
fout to fftt
• yrf pe sv� depth .�A.__.MA%fiM u4W to seA: ❑ Cement apit
PWd link city ❑ WMI rurdnplt
:ieailinsk ame4rft Lwd: ❑ Slu 4
�Y Pit ❑ 'TOPp. eurfscedc
0WWr#T0,.9W dipth
7llethg&4 of joining acing: ❑ Tt*VW N*W [3 Solvent
Vhld
C7 COnented 00wen ftri
WcribQ access pmt -
10.
f. LOCATION OF WELL
Bch trmp 4n m4p frith M ita'k lvdation.
$Jbdivision Nor
-_ r--_
E
� s
Lot No.
- dock No. .�
S
9.
,nty AD
' Y.T. NY. R.
.'
US` "" T IONAL Sl : E F6 q t c i� r r ��c r�►
*1T Ivilirl-
iLllI- :UF NMI
IN
IN
IN
11. DR l LLERSVCERTIFICATION
Imo, owtify th'a't IA tn1p&WM W40 cOMMItMM
camplidi With L4t the tin= the
49
Firm No. 42
AtMmj RT. 7 BX.311 MaJEZLD til 4-5-82
Sigmd by (Pian Off1cwj�R
�,-
y L#
F
(O�crat�f �,, -
N
arm 238-7
.78
I. WELL OWWR
STATE OF IDAHO ■
USE-%
L-C-PARTMENT OF WATER RESOURCE, -•�
.TYPEWRITER o
LL?OINTPENELL �5Mtilasregr� at thi art afied ith th&'DirWtor,
Ds i
p rtment ofww t •_ • ��
Witliib 30 diyssfter the cerrektion or abandonm'Ant of th& WWI. lit
I T lkh„t.
Nasse Ted Foote
Address 7629 *a:iwel i Drive Doi syr,
Owne'r's Pprrnit No. '
2. MATURE OF INORK
XM New well ❑ Owl ❑ RSIq1nsnt
❑ Abandonel (descritx,me of rbandaming)
3. PROPOSED USE
FDomettit ❑ I rription ❑ Test ❑ Murw - l
❑ lndustrigl 11 Stock 13WMte Dis o P
P lei � I n j■ctiaa -
❑ Other (smify type)
4. !METHOD DRILLED
❑ Rotary ❑ Air ❑ Hydraulic ❑ Revase rotdi y
iii Cable ❑ Dug ❑ Other
i. WELL CONSTRUCTION
Casing sch'du%: 1-9TSteet ❑ COWMIM ❑ Other
Thickness ❑ia+rr From --
1-O _ inches 6 i0chet + 1 Ta
60 fent 5 AM�$ inches 5 inch gs 'eb
3�
,inches .lett
.��. fggt_
_ inches l9ches
WA cAin&drive shomiuwmd? 74 YiFs ❑ No
wei A.paaker or AM used? XFC3 YU ❑ No
P■rf orfted? ❑Yet 4No
How perforead? ❑ Ftactory ❑ Knife,, ❑ Tench
Sire of piarf Wation - inches by inches
M11irrilm From
perforation To
f
016rfovitiores
pr0o0ltions foot fat f �t
screen insi�fi ? f •feet
WeM
� x�i Y� ❑ No
h0mimfecturer's nstnx
Tye, MtMJ in 113R Fdil No.
D” &a
Slot ixe to
et fry r ■ feet O t O
Di�me� Stet site from f to �---
GF" papk2o? ❑ Y." ❑ No ❑ giii of qmvgg
Placed frern f4M to
Surfce seal dothL'Ueerie sk
ueM in sem: •mart t
Puddlitrg46y cutti
ds
Sbaling pro�t re u9W: ❑ Slur +
- Slurry pit ❑ T�P- ��� cAgiuq�
]M�b to cl�th
method of joiniV caxisg ❑ ThmWiad
, d ❑ �qnt
Weed
❑ Q4MW d befit stjeti
!,�y Describe acct Pq't
ZR
4g
a. Lut at !ON OF: -WELL
fetch rn■p Dation must q&q With writtift Mian
s �ubdiviian M■a&
FIR i
r r E -d-
r �
Lot No.
Block No.
S
o �
... ger. 23 _ T. 4 N I R. Z
-4s�-�
7. DATER LEVEL
Stoic water level
feet tglc iai ;
Flowing? ❑ Yes o G.P.M. flow
Artftia4 clossO-in F■essure
p.s.i.
Controlled by: ❑ V;d►►� 11 CAP ❑ Ptuga
7^drip6ri ture o F. QtWty
8. 1NE L L TEST DATA
❑ Pump Elder ❑ AR ❑ Otkpr
❑ ha fg8 G.P44,- P hM ' Lam!
News P
33 = 10 Min-
9.
nin
9. LITHOLOGiC LOG
Hawn7,
Moo M.e! �ewr
9:___ Y N
MW
ed,d
10.
t" Ark rtMW $ find 9/2/7Q
77. DRILLERS CERTIFICATION
lj Iv* certify thanl miryptiumcoc�tnaati�111
cornpliad wittA tt� tirne tfs prig was ��_*t
DY�.
Firm Nath Firm No.
Awn" y
Sired by (Firm Offkftl) f • ' -
c
*nd
Mptl tod '
f'l
ed,d
10.
t" Ark rtMW $ find 9/2/7Q
77. DRILLERS CERTIFICATION
lj Iv* certify thanl miryptiumcoc�tnaati�111
cornpliad wittA tt� tirne tfs prig was ��_*t
DY�.
Firm Nath Firm No.
Awn" y
Sired by (Firm Offkftl) f • ' -
c
*nd
Mptl tod '
f'l
}
=q+prn 238-7
��8z - STATE F IDAHO. USE TYPEWRITER OR
�.�PARTI�EN,T DF�SOU RCE
ATER RE %, BALLP01W. PEN
SELL DRILLERS REPORT .
S _ � that tllie :►e�drtf nth DW. D WW
of Frds ur
- - *[thlb 30 i f P k tiop o� _ t of fiq&I.
1. WELL OWN
7. MATER LEVEL -
N"
�, ti
Static A..t- ,
90 SPli felt b*1ow lMd %urFxh.'
Ad&14
Fjowine ❑ VE Mr"No G.P.M. flout/
Artedgh cloAd-in erwre P.51
Dwl�e 5 Permit Ao.
Cantroyed by: p V*We ❑ C p ❑ Plve
• _ -
TrrnPwvtU"7- �oF, G"ty
Z- N4TURE OFWORKS.
WELL TEST DATi4
4�nr r�►Ii ❑ D'd ❑
13 m�r�don d �e kih�IrR#�n�nt
i dmcr
El L�' �r �� ❑ fl�
Prodduras: such mistmist'
• Plus deahs. etc. in titholclyc lgpi
�
Discharge G.P.M. - -
Pum In
P g Laval
3. OPOSED USE
"� Ddrri i� I+-ni�tion ❑ T� ❑ �u��l
_
llln�trW 13Stock ❑ e Di or lnjactian
z
g• LITH�]LDGIC LOG
❑ 009*mel
�ify tYR�
Bore Depth
- - =
Dian. Frr�m To Maudal Y
OU
METHOD DRILLED -T
Iv d -
F
❑ Routy ❑ Air ❑ Hyd'aulfc ❑ RGW rotwy
13 Dug ❑ oth
3__
f
-Mr-
S. WELL LONSTRUCTIDIi
fi Al lip A^
ming scheduled MSM4 [3 Care* ❑
r� Dt6pr
TMckniIq
�r From To
I I
-• t. ._ i0ch&s /if iochat + `fifigad feet
•� irchee;00 4mhip3
s.
13�
iaat -- !7 flet
F rich MO fit � -
J
f-
, !A I
ON r.ii drive9190 . ❑ No
i
Wptgken or sail aid? �Y1 ❑ No
�,
Parfocratetl?❑ Yew; W Nb
!
How 4pfor4W? a'� ❑ F�Rtory ❑ Knif t ❑ Tem
Of Perforation
dL& Y -
140M by --- inch6
,_„
NuRAw, From TO
feet
Perfpr ont fi! ,
Pwf%Mti I fly - fut
i4 '=MM in.; eff? y ❑ No
,
,Mbhr"s rWftw
-
. Tye Nkdd No. -
'ter_t 1140 =V._$et froom ! as to
Di tqyr Slorsiz% �.n
.sZ.� .i7ria I D
Gra"st
pkrd? ❑ Y L�No
-
❑ Sif 9r
MOW fry
fwt to., f
Sur" ' --O *, 41 end in ❑
A
❑ Bentonit# ❑ PuMling cl Q
i - -
r 1985
q
_ u%d: ❑ 5 i Y Pit ❑ Towp. surf ca"
shod of jor" off- ❑ Thrift dapth
. ri d ❑ Sootht
Wdd
rib ❑ Gated bka�� ���
I
10.
- - - -
�Wcx* starl d
S. LdCATION OF INELL
Sfwe�h m t n st00*&wi#h VWkW kx*Uon.
..
11. DRI LLERi CERTI FiCATIaI
IAW minirrl
Subdi is N
wail -d0ft h"fod
cdirn� . ft V4i
_ . the r
-4 1
E
P�ltm N" A;"
c i
LotDIM
No.
911ock Mo.
S
a'y► tin D#f'f -
County
x, • -
W -. .3
{y -
. T. NI R.
I ILI%
A
kof
Form
4M2 STAMOF MAHO
USTyDEPAMNOF VATER RESOURCES
WELL. DRILLERS REPORT B&I I Iceff PM
Sbft law mWAft"M thkb NPOct be Mad with tin *of IvAmw
wftlon 3o cLvaep D*ctcwl P*eft Reeves
Leow the -*w
fts or -091w4pt
*AM
of um WM. -
I. 4VELL OWNER
Z MTER LEVEL
Ndfn6
Adwv� 5101 -.9. LAKE MAZELebw*
z- war mw fd4* beADW lmd sur
V 0 ym
um r----
D(Ming Pem* No.
[306 M&W
osure G.P..
I -Arkmdm ckw" fm -------
psl.
k"!)*p*j nk
VfMw. Ri to .3
glA Pwn* Nw.
CW*d bV-. 13 Vabma 0 C*) 0 FIV
Ta"Mm" MDAPPENWO-vilal6m
2. NATIARE OF WGRK
q( New wjK 0 Dmpmw 0 Rappc
� SELL TEST DM
0 VM diaffmt�w*kr#At% . . .
Cl kiedllica*m
11 Pump 13 Bauer 0 ft 0 OD W------------
0 Abft.idoned (OMribe GO m 4m
P
such as Ines, Screen, m #Ar4b, pka dq*ws Sir, ki o'gic
C. L-M&I FbkAEE!M1kd
100, 6e'cqpn 9.)
3. PRCMOSED USE
TE
c� Dams* 0
kdpoon 0 0
0 ladustrial 0 S"k ❑
11YVaW*.0bpmM c)r4n*lj*,
9. wrm(w
9. Lff "Mam LOWA
A
13 Other (qwl�f typip)
B 010 DOM
From To
4. M
.J"OD MILLED
-0 6 Ta `S031L
d(pecary 0 A
Air Amm C3 FbArai rc4ary
0 Cill$e
9"
90 IG L
: 6 SOM
9* 10 29 GRAVEL
0 Mad13 Ottior
90 --------------
iWMSTONE NO
!NO
M*Oftm hy&auk
318 4.2 cLAY
S. WELL CONSTRUCTION
42 47 GRAVEL YES
6"
0WOW'sib wl' u1s; SWO 0 C&*n* 13 Mr
SC
so CLAY 140
so S7 YES
'
ZSR-' FtW.
hichelo- 12
#(02 CLAY No
60 No
—jwhes +
lxckft fat
66 SAM
6" 66 69 YES
CLAY
Inches'---- 1 "ch%
w" 0"9 ddva� ?
umowd? t4D
6 " 69 7.4 .141,
6" YES
so"
6" 74 81 CLAY
Wigs a pmckK or MWWN
O? 13W
a No
6 81 - SA
0 ws No
H* p@FipnqW? ❑*Vc*ry [3
0
YES
CLAY . ..... .
Kn& 13 T
mh E] (agn
Sim of ration? inch= by uhf
9 SAM YES
98 CLAY
From,
POrforatibrim bw
Nd
6w 16 SAND YES
wet
P#rforatlpnt-----.f66l toot
9 Y
2 --- 10
Perforationar----. feet
VM screen-kWApbd? 0 yes %
op y YES
.Lmhvectur* Typ-6
Top Flockm or Heilkdpipb
of -Wpim
SIP[ 44P.'—� SO fr*n ID
size SO bwn
YhL
lim to —480d
Grava packad? [3 y6i d(No 0 glze # V -
MR
YES
PW40 fFOM - 1600
CLAY No
US
.
SWIG,% i6il d%*!jKM""M t*q-d r
p WW- 13 Cmw*gM
0 E*Mmft X1 pW cky ❑
S6h%qpm0m%x
•0 v uww: 0 SMTY
.! 31
TGrrAPL Kwfte ca#qg Ovmtwm
jcmrma cag4w 0 Th
SMMI Waid 0 betwam strdu
10.
peat — SAMITARVrtn
CAP
t
Ressusces I it WLqqr
maht of W rt2o/92
6- LCk*100 OF WELL
SkJAch nwP i0c*Mn iv*6 #&M Oft MWOM jbcj".
11. DFMLLERFS
N
-1-4
SL64%imicm Nwm
cp" t4w 4 mb*mm ow *ON am
avvw *maw relvicr
1 2
Run Nunix Can-kk "ll Or 3"
So cm
C"w
4250 Add== Mar
-wm
at wo imm.. 3( )20 M. CHINW
%9%PW by KU%a Id
own
d" at $"a "M or
T. 9 13amS 0
V4 W Seim --U-. R.
E 11 or W eA
ITY OF
® idian
33 E. Idaho Ave.
Meridian, ID 83642
TR E A SuR EE V
w
K
[A
t:
cc
0
IP -8
u
rL
LIA 4
ru
0
rm
rn
,Ln
Sol
am
i4 Er
M
rri
MI
rm
Er
W -H
ru
0
0 rs
0
cy)
0
cy)0
Z) m
c\j
00 LO4
(0
c ch c%1
d
r
m n N
Cf
c9)
cp c�
LU i� o
cy)
��
w
LU
0
z0
P I"
oc
LO
(D
c
co
0,,�
C-4
t
uj
N
(D
C-4 N
F- N
L; 0
co
cd 0 cl
W
iv-.
z.-Cq
L
CD
°�°0 W
I
No
W
�k*
&
[A
t:
cc
0
IP -8
u
rL
LIA 4
ru
0
rm
rn
,Ln
Sol
am
i4 Er
M
rri
MI
rm
Er
W -H
ru
0
0 rs
0
0
RADIUS NOTICE REPORT FILE NAME: Spur
21 -Aug -2006
Owners Owner Address
BOYENGER ERIC 6568 N DOUBLE EAGLE LN
MERIDIAN, ID 83642-5103
Property Address:
DUKE EDWARD A
DUKE PATRICIA K
Property Address:
DYVER DEVELOPMENT LLC
Property Address:
ECKERSELL LANCE K
ECKERSELL THERESA M
Property Address:
ENGLE GINNA
ENGLE CHRISTOPHER ROY
Property Address:
FISCHER BERNARD A &
FISCHER PATSY R
Property Address:
FLAHERTY JOHN M
TRIIABLE DIANA
Property Address:
FLYNN DONALD P
Property Address:
FRANK JERRY
FRANK JANE
Property Address:
A
2915 W BALATA CT
MERIDIAN, ID 83642-0000
1977 E OVERLAND RD
MERIDIAN, ID 83642-6609
2868 W BALATA CT
MERIDIAN, ID 83642-5607
2819 W BALATA CT
MERIDIAN, ID 83642-0000
6883 N SPURWING WAY
MERIDIAN, ID 83642-0000
2977 W BALATA CT
MERIDIAN, ID 83642-0000
6640 N DOUBLE EAGLE LN
MERIDIAN, ID 83642-0000
2787 W BALATA CT
MERIDIAN, ID 83642-5180
spur
spur
spur
spur
spur
spur
spur
spur
spur
AIN
Owners
Owner Address
GILLIHAN RICK &
2 947 W BALATA CT
GILLIHAN ALEXA
NdERIDIAN., ID 83642-5180
Property Address:
spur
JANI CEK PROPERTIES LLC
1284 GOSLING
EAGLE, ID 83616-0000
Property Address:
spur
KIRTLEY WILLIAM & DENISE REVOCABLE T
3043 W BALATA CT
KIRTLEY WILLIAM S TRUSTEE
MERIDIAN,83642-0000
Property Address:
spar
LIBERTY DEVELOPMENT INC
2364 S TITANIUM PL
MERIDIAN.,83642-0000
Property Address:
spur
MILLER BEN
2883 WBALATA CT
MERIDIAN.,83642-0000
Property Address:
spur
MORGAN NICHOLAS J
2980 W BALATA CT
MORGAN MARINA A4*�
I 83642-0000
Property Address:
spur
MYERS MICHAEL D
2685 W CHINDEN BLVD
MERIDIAN,83642-5141
Property Address:
spur
NIST THOMAS
2932 W BALATA CT
NIST ANDREA R
MERIDIAN.,83642-0000
Property Address:
spur
PACIFIC LINKS LTD PARTNERSHIP
68UD N SPURWING WAY
MERIDIAN, 83642-0000
rop erty Address:
f -
spur
PACIFIC LINKS LTD PARTNERSHIP
6800 N SPURWING WAY
MERIDIAN,83642-0000
Property Address:
spur
— — — • — — — — — —
w
—jj7qs
OwnersOwner
- —
Address
— - -
RICE JAMES E
2851 W BALATA CT
RICE CHRISTINE L
N4ERIDIANl83642-0000
Property Address:
spur
SPURWING LTD PARTNERSHIP
200 N 4TH ST STE 203
BOISE, ID 83702-6002
Property Address:
spur
STEPHENSON STEPHANIE
3475 W BALATA CT
STEPHENSON GARRETT
MERIDIAN,83642-0400
Property Address:
spur
STRONG JOHN L & LYNN L
6839 N SPURWING WAY
MERIDIAN.,83642-0000
Property Address:
spur
TAYLOR ROBERT M
2921 MANCHESTER DR
TAYLOR SUSAN W
CALDWELL, ID 83645-0000
Property Address:
spur
TRERI SE ROBERT
3 411 ATA CT
TRERISE MARY CLARE
:V
NIERIDIAN,83642-0040
Property Addrem:
spur
WAGNER ROD A
3 240 W CHINDEN BLVD
WAGNER DEBRA C
MERIDIANI83642-5142
Property Address:
spur
WATSON CHRIS
6532 N DOUBLE EAGLE LN
WATSON ROBERTA
83642-0000
Property Address:
spur
WESTWING ESTATES
6748 N DOUBLEEAGLE LN
MERIDIAN,83642-0000
Property Addrem:
s