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HomeMy WebLinkAboutCOUNCIL - AGENDA ITEM - 09/18/2007 - FIRST READING OF ORDINANCE NO. 103, 2007, AUTHORIZ ITEM NUMBER: 10
AGENDA ITEM SUMMARY DATE: September 18, 2007
FORT COLLINS CITY COUNCIL STAFF: Matt Baker
Helen Matson
Lindsay Kuntz
SUBJECT
First Reading of Ordinance No. 103, 2007, Authorizing the Acquisition by Eminent Domain
Proceedings of Certain Lands Necessary for the Construction of Public Improvements in Connection
with Phase Two of the Harmony and Ziegler Roads Front Range Village Improvements Project.
RECOMMENDATION
Staff recommends adoption of the Ordinance on First Reading.
FINANCIAL IMPACT
Front Range Village is a new development currently under construction near the northwest corner
of Harmony Road and Ziegler Road. As a result of this new development,street improvements are
necessary for Harmony Road,the Harmony Road and Ziegler Road intersection,and the Horsetooth
Road and Ziegler Road intersection. These street improvements will be constructed through the
Street Oversizing Program as part of the Harmony and Ziegler Roads Front Range Village
Improvements Project. The developer of Front Range Village has agreed to fund the improvements
for the project as agreed in the Development Agreement dated February 28, 2007. This developer
has contributed $2,872,500 to the City for the improvements and land acquisition.
EXECUTIVE SUMMARY
Front Range Village is a large commercial development planned for the area located at the northwest
corner of the Harmony Road and Ziegler Road intersection. As a result of this new development,
street improvements and various off-site improvements are necessary for Harmony and Ziegler
Roads and will be constructed through the Street Oversizing Program as part of the Harmony and
Ziegler Roads Front Range Village Improvements Project. Given the construction schedule for the
Project, timely acquisition of the property interests is necessary. All property interests needed for
Phase I have been successfully negotiated. Staff is requesting authorization of eminent domain for
all property acquisitions in Phase II of the Project, if such action is necessary.
BACKGROUND
Front Range Village is a development planned for the area located at the northwest corner of the
Harmony Road and Ziegler Road intersection. As a requirement of this development, off-site
improvements and street improvements on Harmony Road and Ziegler Road need to be constructed
September 18, 2007 -2- Item No. 10
in anticipation of the increased traffic that the new development,Front Range Village, will bring to
the area. The City of Fort Collins will construct the street improvements and various off-site
improvements that are necessary with the Harmony and Ziegler Roads Front Range Village
Improvements Project(the"Project"). Certain lands adjacent to the Project area need to be acquired
for the improvements. These acquisitions include both fee simple acquisitions and various
easements. The developer of Front Range Village has contributed$2,872,500 to the City to acquire
the necessary property interests from surrounding property owners for the planned street
improvements.
Property interests needed for Phase I of the Project have been negotiated and construction of the
Phase I improvements has begun. Phase I includes the widening of Harmony Road,the construction
of improvements to the Hannony Road and Ziegler Road intersection, and the widening of Ziegler
Road north of the Harmony Road intersection. Phase II includes widening of additional portions of
Ziegler Road south of Horsetooth Road,the construction of a modern roundabout at the intersection
of Ziegler Road and Horsetooth Road, as well as, a pedestrian easement connection in the English
Ranch PUD subdivision.
Staff has begun meeting with the property owners to discuss Phase II of the Project and the impacts
to their property. At those meetings, all property owners were notified that City staff would be
requesting approval to use eminent domain to acquire necessary property interests, if needed. City
staff received no objections to this proposed request. Also,two of the affected property owners are
homeowner's associations (HOA). Usually the covenants for HOAs are so restrictive that the only
way to acquire the needed property is through the eminent domain process. Staff is optimistic that
all property negotiations can be completed in good faith prior to the start of the Project. However,
given the construction schedule for the Project, timely acquisition of the property interests is
necessary. Staff is requesting authorization of eminent domain for all property acquisitions for Phase
II of the Project, if such action is necessary.
All affected property owners were notified by certified mail of this request to Council for
authorization of eminent domain prior to First Reading of this Ordinance.
ATTACHMENTS
1. Location Map
ATTACHMENT
Phase Two, Harmony & Ziegler Roads
Front Range Village Project
Location Map
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ORDINANCE NO. 103, 2007
OF THE COUNCIL OF THE CITY OF FORT COLLINS
AUTHORIZING ACQUISITION BY EMINENT DOMAIN PROCEEDINGS OF
CERTAIN LANDS NECESSARY TO CONSTRUCT PUBLIC IMPROVEMENTS
IN CONNECTION WITH PHASE TWO OF THE HARMONY AND ZIEGLER
ROADS FRONT RANGE VILLAGE IMPROVMENTS PROJECT
WHEREAS, the Harmony and Ziegler Roads Front Range Village Improvements Project
(the "Project")began construction in the summer of 2007; and
WHEREAS, Phase II of the Project will widen Ziegler Road, construct a modern
roundabout at the intersection of Horsetooth Road and Ziegler Road, and construct sidewalks,
center medians, and utility connections; and
WHEREAS, new development in the area will increase traffic and the Project will
provide for safer traffic flow and improved intersections; and
WHEREAS, it is necessary for the City to acquire certain property interests (the
"Property") as more particularly described on Exhibits "A" through "Q", attached hereto and
incorporated herein by this reference (the "Exhibits"), for the purpose of constructing the
Project; and
WHEREAS, the City will negotiate in good faith for the acquisition of the Property from
the owners; and
WHEREAS, the acquisition of the Property is desirable and necessary for the
construction of the Project and is in the City's best interest in order to promote the public health,
safety, and welfare; and
WHEREAS, the acquisition of the Property may, by law, be accomplished through
eminent domain.
NOW, THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF
FORT COLLINS as follows:
Section 1. That the City Council hereby finds and determines that is necessary in the
public interest to acquire the Property described on the Exhibits for the purpose of constructing
the Project.
Section 2. That the City Council hereby authorizes the City Attorney and other
appropriate officials of the City to acquire the Property for the City by eminent domain.
Section 3. The City Council finds, in the event that acquisition of the Property
described in this Ordinance is commenced by eminent domain, that immediate possession is
necessary for the public health, safety and welfare.
Introduced, considered favorably on first reading, and ordered published this 18th day of
September, A.D. 2007, and to be presented for final passage on the 2nd day of October, A.D.
2007.
Mayor
ATTEST:
City Clerk
Passed and adopted on final reading on the 2nd day of October, A.D. 2007.
Mayor
ATTEST:
City Clerk
PROPERTY DESCtptRIPTION
(I or 2)
A parcel of land being a portion of that parcel as described in a Warranty Deed recorded
June 22. 1988 as Reception Number 880,28484 of the Records of Latimer County. located
m the Northwest Quarter(N W I/4) of Section Thirty-three(33).Township Seven North
T.7N_), Range Sixty-eight West (R.68W.) of the Sixth Pruipai Meridian (6ih P.M.},
Cily of Fort Cofltas.County of Larimer, State of Colorado being more particularly
described as Follows.
COMMENCING at the Northwest Corner of said Section 3.3 and assuming the West line
of she NW i/4 of said Section 33 as bearing South 00'0710" East,being a grid bearing,of
the Colorado State Plane Coordinate Svstem. North Zone, North.American Datum
1983i92.with all other bearings contained herein being relative thereto.
THENCE South 00°07'10" East along the West line of said NW'/4 a distance of 107.66
feet:
THENCE North 89°52'50"East a distance of 50.00 feet to the West line of said parcel
described in Reception Number 88028484,and to the POINT OF BEGINNING;
The€ollowin,,Three(3) courses and distances are along the West.Northwesteny and
Nonh lines of said parcel described in Reception Number 88028484:
THENCE Nenh 00°07'10 West a distance of 32.08 feet to a Point of Curvature (PC):
THENCE along the are of a curve concave to the Southeast a distance of 39.46 feet,said
curve has a Radius of 25.00 feet.and Delta of 90°26'29 and is subtended by a Chord
hearing North 45°0604 East a distance of.35.49 feet to a Point of'i'angency (PT)
7-IENCE South 89040'41 East a distance of 42.08 feet;
THENCE South 00°22'02 West a distance of 11.67 feet;
THENCE South 73°59'48 West a distance of 28.21 feet to a PC:
THENCE along the are of a curve concave to the Southeast a distance of 42.32 feet.said
curve has a Radius of 56.00 feet,and Delta of 4.301813 and is subtended by a Chord
bearing South 52°20'42 West a distance of 41.32 feet to a PT:
THENCE South 30041'35 West a distance of 14.19 feet to the POINT Or
BEGINNING:
Said Parcel contains 1,610 sq. ft. more or less(+/-),and is subject to any rights-of-way or
other casements of record as now existing on said described parcel of land
SURVEYORS CERTIFICATE
1. Steven A. Lund,a Colorado Registered Professional Land Surveyor do hereby state
that this Property Description was prepared under my personal supervision and checking.
and that it is taueand correct to the best of my knowtedge and belief.
Steveri,A-Lund--on behalf of King Surveyors-Inc.
Co'o rado'E2egtitc reti;Professional
Land Survcyor #34995
RING SURVEYORS,INC.
550 Garden Drive
Windsor,Colorado 80550
(970) 6A,6-5011
P:A2007163\DescADesc-B-ROW.doc
,I .. of wA EXHIBIT SE-. 37, .7 N., 8.68N.
(2 OF 2)
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NORTHWEST CORNER
j SEC. 33 T.7N., R.68W.
i POINT OF COMMENCEMENT i
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LINE TABLE
LINE BEARING LENGTH
C 'WEST QI ARTER CORNER ( 1
- L32 NCO'OT?0"W I 32.C8' 4
SEC. 33 T.7N., R.68'N.
/f L33 S C-220 2- al .2.08' j
L3a SCC'22'02"W' 17.b7 1R
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_ CURVE TABLE i
i1 CURVE LENGTH RAMS I DELTA 1 CHORD CH BEARING f
_a 39.46' 25AC' 9C'26'29"i 35.4T N45'05'04
C5 42.32' _ 56.00'� 43'13'tS 45,3< S52'2C'E2"`+t
4 1: -
� NOTE: :his exhibit draw%ng is nor intended -:o be c
! =y ;. ( monu.mented land survey. We sole q:.rpese os c
grcpnic rep esen c'o, to aid in tee s c zc,' n
Ste,erL A Lend on adh.(f of Kin. Su,e ors, !n, 'e w. tter, _9 -J p coe.'p cove %p'or n-e a mor ce.�
( C,.e rod, Registered P•o°ess:encl xritten prcper y des,. r -cr .u:e s __a ;':c
Land Scrveyo: g34995 exhibit drawinq.
1tTNi.; JT T'i`r_'r�I'.rO_R.-S; TNC. PROJECT NO:2 C „-
.1,7.rc % � l:e A 1 CoI tiG551i DAcc 50- 7
�i CLIENT IN ERtr ?
J n:onc 9 t`� 5650 1 1 97t �6 cg2t DWG 200 1n-5ASE.7wg
-r,? WN:K R CHECKED: "_A_
PROPERTY DESCRIPTION
Exhibit g _----..
(1 of 2)
A panel of land being a portion of that parcel as described in a Warranty Deed raordod
Juno 22, 1988. as Reception Number 88028484 of the Record_of Larimer County. located
in the Northwest Ouarter(NWI/4)of Section Thins-three(33).Tnwnsitio Seven North
Rage Sixty-eight West (R.68W-) of the Sixth Prircipai Meridian (6°i P.M.),
City of':or Collins, County of Larin•:cr,State of Cclorade he more pan:icu arty
described as follows.
COMMENCING at the Northwest Corner of said Secti or.3i and assuring die West no
of nic NW 1l4 of said Section33 as bearing South 0000710" East,being a grid bearing of
the Colorado State Plane Coordinate System, North Zone.North.American Datum
1983/92, with all other bearings contained herein being relative thereto:
THENCE South 00'OTIT East alone the Wes, :inc of said NW1/4 a distance of 114.74
feet:
THENCE North 89'52'S0"East a distance of 50.00 fcei to the West lire of said parcel
described in Reception Number 88028484.. and to the POINT OF BEGINNING;
HENCE North 00'0710"West along said West line a distance of 12.08 feet:
"HENCE North 30'41'35" East a distance of 14.19 feet to a Point of Curvature;
THENCE along the arc a curve concave to the Southeast a distance of 42,32 feet,said
curve has a Radius of 56.00 feet.and a Delta of 43018'13" and is subtended by a Chord
bearing North 52020'42' East a distance of 4132 feet to a Point of Tangency:
T HFNCE North 73059'48" East a distance of 28.21 feet:
THENCE North 00022'02" East a distance of 11.67 feet to the North ime of said parcel
dose,ibcd at Reccption Number 88028484:
THENCE South 89-40-41" East along said North line a distance of 8.30 feet,
THENCE South 20000'00" West a distance of 14.20 feet:
THENCE South 70'00'00" West a distance of 34.00 feet;
THENCE South 58'00'00"West a distance of 20.00 feet:
THENCE South 39000'00" West a distance of 20.00 feet:
'i'i-IENCE South 2700'00"West a distance of 20.00 feet to flee POINT OF
BEGINNING;
Said Parcel contains 523 sq. ft.more or less(+/-),and is subject to any rights-of-way or
other casements of record as new existing on said described parcel of and.
SURVEYORS CERTIFICATE
1.Steven A. Lund.a Colorado Registered Professional Land Surveyor do hereby state
that this Property Description was prepared under ry personal supervision and checking.
and that it is true and correct to the best of my knowledge and belief.
I.J c_
S ci cn.9,?u d cn:behalf of King Surveyors. Inc.
Colorado Rcgistenid Professional
Land Surveyor =.34995
KING SURVEYORS. INC.
650 Garden. Drive
R inds;r. Colorado 80550
(370) 686-5011
?:?007=.53\Desc`,ucsc-B-SLOP c.dGc
E SL- EASDV= EXHIBIT B [ NM4 SEC 33, JN . 53'�v
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NORM WES? CORNER
SEC. 33 T.7N., R.65W.
It POINT Of COMMENCEMENT
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OR 1
BEGINNING
I N
a� 'WEST QUARTER CORNER LW TABU
SEC. 33 T.7N., R.6d`N. LINE BEARING I LENGTH
L37 I NOO'07'10"N 12.OR'
L39 N73'd9'4d"E
L40 NOO-22'02"E Y.ST
L41 I Sd9'40'4Y'E 8.30'
L42 S20'O0'00"W
I L43 S70-00'0 .' ( 3400
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L54 SSd'0_0_'00_"W_I _20M'_
I L45 538'OQ06 W {r— 20.00
L45 S27'00'00"W—I 20.00' j
_RVGTH RACURVE TABLE I
CUE LENDIUS j DELTA CHORD CH BEARING
Cfi ! 42,32' I 5600'143'18'13" 41.32' i N52'20'42"c
NOTC; This exibil drowing Is not ic'en(,ed io be c
monumenter Iced surve/ sole o r c e s cs o I
graphm •sp se,tatc, to id in C.e veu3ln ;on o`
( 5eye, A "Lund on.Sehc'- 01 King 1 Survcycrs, '^c It ^^ o o e' des rp an .ich alone o Regse tl P.of ess'orc a .e r 'tteeey descnp r, supe c.•s
5,eyo - 40_5 e i iai. dre mc. I
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RA.WN:KE�4 CHECK'cJ:SAL
PROPERTY-----Exhibit-.
DESCRIPTION
Exhibit- C
(I of 2)
A parcel of land being a por:ion of that parcel as described in a Warranty- jDc,,d rccorde('
june 22, 1988 as Reception Number 88028484 of be Records of T-arimer County,foca'cd
in the Northwest Quarter(NWI/4)of Section Thirty-three(33),Township Seven North
(T 71 N.), Rang,Sixty-eight West(R.68W.)of the Sixth Principal Meridian (61l' P.M.).
0'y of Port Collins,County of Larimer.State of Colorado being more particularly
described as follows.
COMMENCING at the Northwest Comer of said Section 33,and assuming the West hnc
of the NWI,14 of said Section 33 as laca-in,South 3000710" Cast,being it grid bearing 01,
the Colorado State Plane Coordinate System, North Zone. North American DtoUM
1983/92,with all other bearings contained herein being relative thereto-
T',F.NCF Soutil 00'07'113" East along said West fire a distance of 119.74 feet:
'I HWNCE North 89052'50-East a distance of:50M feet to the West fire of said parcel
described in Reception Number 88028484,and to the POINT OF BEGINNING;
THENCE North 27000'00" East a distance of 20.00 feet:
Ti-IrENCENorfli 39'00'00" vast a distance of 20.00 feet:
THENCE North 58'00'00" East a distance of 20.00 feet:
THENCE North 70'00'00" East a distance of 34.00 feet:
""HENCE North 20'00'00" East a distance of 14.20 feet to the North line of said par=[as
described ;n Reception Number 88028484;
THENCE South 89040'41" East along said North line a distance of 272' feet:
—1 HENCE South 44038'59" West a distance of 131.75 feet:
THENCE South 00007'10" East a distance of 412.08 feet:
THENCE North 89°52'50"East a distance of 30.00 feet:
THENCE South 00'07f 0"East a distance of 50.00 feet to the South fire of said parcel as
described in Reception Number 88028484;
THENCE North 89040'41" West along said South line a distance or 40.00 feet to the
West line of said parcel as described in Reception Number 88028484:
THENCE North 00'07*10" West along said West line a distance of 4S6.74 feet to the
POINT OF BEGINNING;
Said Parcel contains 9.161 sq-ft. more or less(+i-).and is subject to any rights-cf-way or
other casements of record as now existing on said described parcel of land.
SURVEYORS CERTIFICATE
Steven A. Lund.a Colorado Registered Professional [-and Surveyor do hereby staw
that this Property Description was prepared under my personal supervision and checking,
and that it is true and correct to the best of my knowf,'dgc and belief.
7->-
S'Qve,,. A-,Lund-'on behalf of King Surveyors. Inc.
Colorado Regigened Professional
Land Survevor ;;3499.5
KING SURVEYORS,INC.
6.50 Garden Drive
Windsor, Colorado 80550
(970) 686-S0 I!
\2,,07!6 Z
TEVPcaARr EASEVENT EXHIBIT Nw% scc. j
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SEC. 33 7.7N., R.58WY /
FOIN- OF COMMENCEMENT
EASEMEVT
9,76!<7,f,.
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LINE BEARING LENG 14 1
N v 4 N-2 00'E 20 0
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N L49 NSa'00'(i0 _20.00'
L50 N+0000C E CO
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^ronurnent -id survey, Its sale Rase 15 cs ¢ I
'qoh lc rec'esen fiction o old the
the fitter. ?ro.ert descr p',ion whi&S .+er A Regi �n roe5d'` King Su^reycrs. Inc. y
I u Ir o-c Re;s ed ?rcPr.Ssioncl i're xnTte^ ?ra?arty Ca 'T,p`,cn 5uoe .. ,n_ -
r Lc-.d Sur.eyor =9a995 _..h'c; ,....
INC SURVEY 0-R.—S rNC. aRoa Ne
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DRAWN <_R
PROPERTY DESCRIPTION
Exhilb,t7U
(I of 2,
Apa.ccl of land for an casement being 3cing a portion of parce!as described ir,a Warranty
Deed recorded June 22, 1988 as Reception Number 98029484 of the Records of Larimer
Ccnir,TV. located in the Northwest Quarter(NWIf-A) of Section'T"My-three(33),
T ownship Seven North (T.7N.). Rangc Sixt%—'-1h, West (R.69W.i cf the Sixth Pr;re'pai
Meridian (6" County of Latimer.&luc of Colorado being more particularly
described as follows.
COMMENCING at the Northwest Corer of said Section 33 and llsssrning the West line
of the NWI/4 of said Section 33 is bearing South 0,000710"East.being a grid hearing of
the Colorado State Plane Coordinate System, North Zone, North American Dan,m
1983192.with all other bearings contained herein being relative thereto:
I FENCE South 00'07 10" Eastak)ro, the West line of the NWlf4 of said Section 33 it
distance of 107.66 feet;
T1'IrNCC North 89052'50" East it distance of 50.00 feel to the West line of said parcel
described in Reception Number 88028484;
The following-Three(3) courses are alon.,the West.Northwesterly and North lines of
said parcel described in Reception Number 88028484:
THENCE North 00007'10 West a distance of 32.08 feet to a point of Curvature:
HENCE along the arc of a curve concave to the Southeast a distance of 39.46 feet,said
carve has a Radius of 25.00 feet.and Delta of 90026'29 and is subench,cl by a Chord
hearing North 45'06 04 East a distance of 35.49 fact lea Point oi[Tangcney;
,rFENCE South 99s40'41 East a distance o'42.08 feet:
I FENCE South 00022'02 West a distance of 11.67 foci:
THENCE South 73`59'48 West a distance of 3.48 feet to the POINT OF BEGINNING;
THENCE South 16000'1 2" East a distance of 5M feet:
THENCE South 7"059'48" West a distance of 5.00 foci;
THENCE North 16000'12" West a distance of 5.00 feet;
THENCE North 73039'48" rest a distance of 5.00 feet to the POINT OF BEGINNING;
Said Parcel contains 25 sq. ft. more or less (-,I-),and is SUb',CCt to any rights-of-way or
other easements of record as now existing on said described parcel of land.
SURVEYORS CERTIFICATE
1,Steven A. Lone,a Colorado Registered professional Land Surveyor do hereby state
that this Property Description was prepared under my personal supervision and checking,
and that it is true and correct to the best of my knowledge and, beiief.
S�ever A._�und,-`un behalf o'King Survt.vors, fric.
Colorado Registered Professional
Land Surveyor #34995
KING SURVEYORS. INC.
,550Gard :'
.rive
,V;nd of.Colorado 80550
l970) 696-501 1
F:'Z(:('-,l631DesQ'Dcs--3-UE.dcc
R.68W.UTILITY EASEMENT EYCH e 1 yi 1 NWY4 SEC. 33, T.7N., ,
(2 OF 2)
NORTHWEiST CORNER
SEC. 33 T.7N., R.88W.
POINT OF COMMENCEMENT
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SEC. 33 T.7N., R.68W. _.
/ LINE TABLE
LINE BEARING LENGTH
L73 S00 1.87'
L74 7 '59'48'W 314W
L75 SIOV0VE S
L76 7 '59'48'W 5. '
L77 1416'00'12'W
L78 N
CURVE TABLE
CURVE I LENGTH I RADIUS DELTA 1 CHORD CH BEARINGI
c_ I C19 1 30.46' 1 2500' 90'26.29" 5549' 1 N45'O6'04"E II
11z,l .Zi`30 l NOTE: This exhibit drawing is not intended to be a
monumented land survey. It's sob purpose is as c
Steven A tiu�id-•'�pn:-bafalf of Yn Serve graphic representation to cid in the visuolixatian of
Colorado isTe"red"�,-beh if of 9 yo's, Inc, the written the written property description which it accompanies.
Reg property description supersedes the
Lord Surveyor W995 exh8+it drawing.
KING SURVEYORS, INC. PROJECT NO:2007163
DATE:9-10-07 REV
650 Garden Drive I Wirulwtr,Coloruiu BOiifl CLIENT:INTERWEST
phunc:(970)686:5011 1 f..(970)686-5821 DWG:2007I63BASE.dwg
aww.kinpsorv<yarx.rnm DRAWN:KER CHECKED:SAL
PR& O?, 7,RTY DESCR=ION
fixhit,ii-. E
(I of 2)
ouce: of land being part of Tract F.Tfic English Ranch recorded
1994 as Reception NUMLcr 94045532 or the Records of Latimer County. located in in
Northeast Quarter(NEU4) of Section Thirty-two ((32).Townshir,Seven North (T.'NJ.
Range Sixty-eight West(R.68W.)of the Sixth Principal Meridian (61" City ot Fort
Collins.County of Larimer.Son,of Colorado, and being more Particularly doicnhed as
lo.!ows:
COMIMENCING at the Northeast Corner of said Section 32 and assuming the East lino
of the NEI/4 of said Section 32 as bearing South 00'0710' Fast.being a grid bearing or
the Colorado State Name Coordinate System, North Zone.North American Datum
1983;'92,with all other bearings Qoniiinad herein being m!ative thereto:
THENCE South 00007'10' East along the East line of said NE P4 a distance of 85.67
feet:
THENCE South 89'52 50" West a distance or 50.00 feet to'11[le East tine oi sa;d-,.-act F
and the beginning point of acturve non-tangent to the aforesaid line and to the POINT
OF BEGINNING:
I HENCE along the arc of curve concave to the Southwest a distance of 64.75 lee�t_said
curve has a Radius of 96.00 feet.a Delta of 38038'39" and is subtended by a Chord
bearing North 5404812" West a distance of 6333 feet to it point on'he Norm line of said
Tract F,
I said line being non-tangent to the aforesaid Curve:
"Cite following Three (3) courses and distances are along the North and East'in-of said
Tract F:
HENCE South 89'351'31 East a distance of 271.110 feet to a Point of Curvature;
-HENCE along the arc of a curve concave to the Southwest a distance o".39.01 feet.said
curve has a Radius of 25.00 feet,a Delta of 89024'21 'and is subtended by a Chord
bearing South 44Q49;21" East a distance of 35.17 feet to a Point of"Falgecncy:
THENCE South 00007"0" East a distance of 11.45 `set to the POINT OF
BEGINNING;
Said Par,-_e' contains 577 sq. ft. more or less (+,-), and is subject to any rights-or-ovay or
other easements or record as now existir,on said descrIbed parcel of land.
SURVEYORS CERTIFICATE
1. Steven A. Land.a Colorado Registered Professional Land Surveyor do hereby state
cIat this Property Description was prepared under my personal supervision and checking,
and that it is true and cornet to the best of my knowledge and belief.
Stcvcn-A. Lund Son of Kina,Surveyors,Inc.
Colorado R"iste.cd Professional
Land Surveyor 734995
KING SURVEYORS, INC.
650 Garden Drive
Windsor,Colorado 80550
(9 1,86-5011
P: 07 l63%De.sc'.Desc-FR0*vV.cod
T.77 ..58,+;.
i
2; I
I 1
j HORSET OOTH ROAD
— — — — —t — — — — — —
Np,R iu.EASi CORNER
SEC. 32 T.7N., R.'c5'b'.
POINT OF COMMENCEMENT
SC
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RLe.94rM5.532
I POINT OF
I BEGINNING
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LINE TABLE
i LINE BEARING LENGT}i! '
Lt —c89'31'3:'E i 2 0
L2 S00'07'10'E Y.45'
CURVE TABLE
CURVE LENGTH RADIUS I DELTA i CHORD I CH BEARING I
C2 I 64.75 96 0G' o8'Ss_c I 6 k5. 0'.2 w
C3 ! 39.G2500 39'24'7 o5+i Sat 4a'2 "E
This e ":it draw nc is not ,nt
2�0
norumeo ted land su-we f>' stile s s cs o I
u - 2 e. p'r c representctwn to a i the
., an sue c.'en
Steve, A. ��n — behalf of Kibg Scrveyors, inc. ne w .tte.^ prc a 'v ces iprion wnicn i
Colo cco Registered'Ptofessicrcl i .r.tten y oper.y cnpt cr, supe ^_c
Lcnd Sdrveyar 734995 ezmoi: drrwir.y.
KING SURVNYORS, lNrl'. PROJECT NC: o 7
o C_D Ga d<nD tl rG 'I M1 _RP S
>hnrc 11 Ul >! 5(t h� ( 'n CYo ,LI DWG 2007 0 3 v:: S
DRAWN -< .R
PROPERTY DESCRIPTION
------ Exhibit-. r
('. of 2)
A parcel of land being part of the Southwest Quarter(S6vi/4)of Section Twenty-eight
(28;,Township Seven North (7.7N.). Range Sixty-eight West (R.68W.) of the Sixth
Principal Meridian (6's P.M.).City of For Collins.County of Larimer,Suite of Colorado
being more particularly described as follows.
COMMENCING at the Southwest Corner of said Section 28 and assuming the West lima
of the SW I/4 of said section 28 as bearing North 00°10'31" West, being a grid bearing of
the Colorado State Plane Coordinate System. North Zone, North American Datum
19833/92,with all other bearings contained herein being relative thereto:
THENCE North 0010'31" West along the West line of the SWI/4 of said Section 28 a
distance of 215.29 feet:
THENCE North 89049'29" East it distance of.38.40 feet:
THENCE South 00010'31" East a distance of 11.07 feet to a Point of Curvature ff`Q:
'THENCE along the arc of a curve concave to the Northeast a distance Of 46.11 feet,said
curve has a Radius of 188.00 feet.and a Delta of 14`03't I"and is subtended by a Chord
bearing South 07012'06" East a distance of 46.00 feet to a Point of Compound Curvar..re
(PCC);
T14ENCE along the arc of a curve concave to the Northeast a distance of 11.15 feet.said
curve has a Radius of 386.00 feet,and a Delta of T'39'18" and is subtended by a Chord
bearing South 1.5003'21" East a distance of 11.15 feet to a Point of Tangency(P-ri:
THENCE South 15'5300" East a distance of 32.98 feet to a PC;
THENCE along the arc of a curve concave to the Northeast a distance of 23.58 feet,said
cure has a Radius of 520.00 feet.and a Delta of 2'3-5 53"and is subtended by a Chord
bearing South 17°10'56" East a distance of 23.58 feet to the POINT OF BEGINNING;
THENCE North 7101436" East along a line non-tangent to the aforesaid curve a distance
of 5.00 feet;
THENCE South 18045'24" East a distance of 5.00 feet.
THENCE South 71'14'36" West a distance of 5.00 feet to the beginning point of a curve,
said curve being non-tangent to the aforesaid line:
THENCE along the arc of a curve concave to the Northeast a distance of 5.00 feet,said
curve has a Radius of 520.00 feet.and a Delta of 0033'03" and is subiended by a Chord
bearing North 18045124" West a distance of 5.00 feet to the POINT OF BEGINNING;
Said Parcel contains 25 sq. ft.more or less(+.-),and is subject to any rights-of-way or
other easements of record as now existing on said described parcel of land.
SURVEYORS CERTIFICA'ITE
1,Steven A. Lund.a Colorado Registered Professional Land Surveyor do hereby state
that this Property Description was prepared under my personal supervision and checking,
and'hat it is true and correct to the best of my kaowiedge and belief.
t
StevcnA.Lund—tin.behalf of King Surveyors. Inc.
Colorado-Registered Professional
Land Surveyor #34995
KING SURVEYORS,INC.
650 Garden. Drive
Windsor,Colorado 80550
(970) 686-5311
P:A2007163\DesciDesc-.A-IJ E.doc
. . . . . . . . . .
a EASEMENT EXHIBIT F S . ± T .
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VLENGTH, IR / � \ { BEARING
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PROPERTY DSCR;PTlON
ih'it
(I oft)
A parcel of],and being a portion oP time Southwest Quarter(SW 1/4) of Section Twenty-
eight (28).Township Seven North (T.7N.).Range Sixty-eight West(.R.68W.) of the Sixtil
Principal Meridian (6" P.M.). City of Fcxz Collins.County of La-hrier. State of Colorado,
being more particularly described as follows.
COMMENCING at the Southwest Come-o'sa'd Section 28 and assuming,the West line
of the SWl'4 of said section 28 as bearing North 00010'31' West,boirt.,, it.-,id bearing of
:he Colorado State Plant:Coordinate Svstem.North Zone. North Amencan Datum
1993!92,with all other bearings contained hereinbeing relative thereto:
THENCE North 0001031" West along the West line of said SWl14it distance of 29.72
feel:
THENCE North 89049'29" East a distance of 30,00 feet to a fit!-being 30.00 feet
Easterly of as measured at right angles to the West line of said SWI/A.and to the POINT
OF BEGINNING;
THENCE North 00010'31" West along a incParallol with and 30,00 feet R'asterly of. as
measured at a right angle to the West line of said SWI/A a distance of 185.57 fee;.
THENCE North 8904929" East a distance of 8.410 feet:
THENCE South 00010 3 i" East it distance of 11-07 feet Lo a Point of Curvature (PC):
THENCE along the arc of a curve concave to the Northeast a distance of 46.11 Feet,said
curve has a Radius of 188.00 feet.and a Delta of 1400311"and is subtended by a Chord
bearing South 07Q 12'06" East a distance of 46.00 feet to a Point of Compound Curvature
(PCC):
THENCE along the arc ofa curve concave to the Northeast a distance of I 1 5 feet,said
curve has a Radius of 386.00 feel,and a Delta of 01'39'18"and is subtended by a Chord
ocarina South 15'0121" East a distance of IL 15 feet to,a Point of (PT);
THENCE South 15053'00" East a distance o'F32.98 feet to a PC:
'"HENCE along the arc of a curve concave to the Northeast a distance of 83.95 feet,said
curve has a Radius of 520.00 feet,and a Delta of 9015'01"and is subtended by a Chord
bearing South 2003031"East a distance of 83.86 feet tort PCC;
THENCE along the arc of a curve concave to the Northeast a distance of 9.73 feet,said
curve has a Radius of 41.00 feet.and a Delta o"13'35'39"and is subtended by a Chord
hearing South 310n5'51" East it distance of 9.71 feet to a line being- 30.00 feet Northerly
or,its measured at right angles to the South line of said SWI/4.said line being non-
Larginit to the aforesaid curve:
THENCE North 8903758" West airing a line parallel with and 30.00 feet Northerly or,as
measured at a right angle to the South line of saidSWI!4 a distance of 60.07 feet to the
POINT OF BEGINNING;
Said Parcel corlairis 4.943 sq. ft.more or Tess and is subject to any rights-of-way or
other casements of record as now existing on said described parcel of land.
SURVEYORS CERTIFICATE
1,Steven A. Lune, a Colorado Registered Professional Land Survevordo thereby state
,that this Property Description was prepared under my personal supervision and cheukin.,+
and that it is true and correct to the best of my knowledge and belief.
Steven A. Lund-on-behalf of King Surveyors, tic.
Colorado Rogistercd Professional
Land Survt4cir -'34995
KING SURVEYORS, INC.
650 Garden Drive
Wiridsor, Colorado 80450
(970) 686-5011
1
L:\2007 163\Des_�Desc, A-POW.doc
RIGHT OF WAY EXI SIBIT G Sh2, SEC. 23, 7.7N.,
3OF')
W—EST QUARTER CORNER
SEC. 28 TJN., R.68W.
L53 CURVE TABLE
CURVE LENGTH RADIUS I DELTA CHORD ! CHI BE AR NG
C7
-> , c 00 50 2' ° E
1 i980 C8 11.83.95' 520 00 a c^ I So 86 S2�30,Y
_
p C10 973' 41.001to o5 o9"1 9.71 i S3155o. 7
j 1 p
p LINE TABLE
p p I
j p 1 LINE BEARING LENGTH
I L5� N83'49'2�"E I S.cO' !
LS i 60G"..Cb1"E
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;oGo S89'37'58'E 60.07'
<_ z
L POINT OF
BEGINNING 6
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N 30.00'
SOUT25-S CORNER
Sc'. 2S TJN.. R.68W.
?CINT OR COMMENCEMENT ,
i
KING St1RVEYORS, 1NC:. ?ROJE07 ;v0:20071 Z
DATE:8-10-07
G,rl � �) � IA � rC 'I is ti��59
C _
i L FYI <tic�1{
,.roc li Ui Sl cr}ii I 1� O:U)( t- a21 i
DRANN. 4ER Cr1 C'f
PROPERTY DESC_R-,?'PION
Exhibit-, ._.._..._..._..
(I of 2)
A oa-cel of(and'being a portion of the Southwest Quarter(SWU4)of Section' Twenty-eight (28).
Township Seven North(C.7N Range Sinn;-eight West(R,68`.i.)of the Sixth Principal
Meridian (6`P.M.).City of Fort Collins.County of Latimer,State Of Colorado being more
oanicularly dcscriucd as follows.
COMMENCING at the Southwest Comer of said Section 33 and assuming the West line of tie
SW 1A of said Section 33 as bearing North 00"10131" West,being a grid bearins of the Colorado
Stine Plane Coordinate System. North Zone.North.American Datum 1983NI tvuh all other
bearings contained herein being relative thereto:
THENCE North 00'10'31" "west aion_a the West line of the S'W i!4 of said Suction 28 a dis.arce
of 3C4.24 feet:
THENCE North 89'49'29"East a distance of 30.00 f eot to a line being.30.00 feet Easterly of.as
mesured to right angles to the West line of said St'v 1:'4,and to the POINT OF BEGINNING;
THENCE North 89'49'29" East it distance of 25.44 feet:
THENCE South 00000'00"West a distance of 132.00 feet:
THENCE South 14000b0"East a distance of 70.00 feet:
THENCE South 20'00000"East a distance of 60.00 feet,
THENCE South 42'00'00"East a distance of 25.30 feet to a line being 30.00 feel Northerly of,as
measured at right angles to the South line of the SW I/4 of said Section 28:
'PI'IENCE North 89'37'58"West along a fine parallel with and 30.00 feet Nonher;y of.as
measured at a right angle to the South lire of said SW li4 a distance of 18.92 Fret to the beanning
point of a curve.said curve being nor.-tangent to the aforesaid lies,
THENCE along the arc of a curve concave to the Northeast a distance of 9.73 feet.said curve has
a Radius of 41.00 feet,and a Delta of 13'35 39"and is.subtended by a Chord bearing North
31'5 51"West a distance of 9.71 feet to a Point of Compound Curvature(PCC):
THENCE along the arc of a curve concave to the Northeast a distance of 83.95 feet.said curve
has a Radius of 520.00 feel,and a Delta of 09'15 01"and is subtended by a Chord hearing North
20'30'31"Chest a distance of 83.86 feet to a Point of Tangency(1YI)t
THENCE North 150S3'00" West a distance of 32.98 feet to a Point of Curvature(PC):
THENCE along the arc of a curve concave to the Northeast a distance of 11.15 feet.said curve
has a Radius of 386.00 feet,and a Delta of 1039'18"and is subtended by a Chord bearing North
15'03'21"West a distance of 11.15 feet to a PCC:
THENCE along([to arc Of a curve concave ut the Northeast a distance of 46.11 feet.said curve
has a Radius of 188.00 feet,and a Delta of 140031 l"and is mbterded by a Chord bearing North
07112106"West a distance of 46.00 feet to a PP:
THENCE North 00'10'31"West a distance of 11.07 fecc
THENCE South 89049'29"West a distance Of 8.40 feet to a line being 30.00 fact Ea,s:erly of,as
measured at right angles to the West line of the SW I/4 of said Section 28:
THENCE North 00010'31"West along a line parallel with and 30,00 feet Easterly of,is measured
at aright angle to the West line Of said SWIM a distance Of 88.95 feet to the POINT OF
BEGINNING:
Said?arc-[contains 4,892 sq, ft.more Or Tess(+/-).and is subject to any rodxs-of-way or other
easements of record as now existing on said described parcel of land.
SURVEYORS CERTIFICATE
1.Steven A.Luna,a Colorado Registered Professional Land Surveyor do hereby state that this
Property Description was prepared under my personal supervision arid chec:dng.and that ii is:roc
and correct to the best of my knowledge and belief.
'Y't
Steveir A? Land oh'behalf of Kim_t Sanevor-.Inc.
Coorado oc ist•rud Proress.onal -
Land Surveyor �,34995
KING SURVEYORS,INC.
ti50 Careen Drive
Windsor.COWrndo 80550
i97O)686Si)1 i
P:`ZOO7I53\Dcsc`.Dzsc-1-S LOPE.coc
SLOP= EASEMENT EXHIBIT S'ff' SEC. 28, T.7N., R.66'N.
i
WEST OLARTER CORNER (2 OP2) !
S 28 T 7N., R 68'N 9
N894 29 - _ _ 155
oC 0 T a
POIN. fiF
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SOC-28 ST CORNER \�s
SEC 28 T.7N.. R.681.
POINT OF COMMENCEMENT
C \ 5
KING SURVEYORS, INC. PROJECT NC:21,07,e-
DATES—iV-07
GR1 Ciacd.n(Jhac �%'inds,r,Colored•.:3(H50
t✓ CLIENT:INTER::MES'
_onon� f1'(If/i86-Sill hu:(97 :65(-ifi2i DWG:20071 ca 5:_.GVY,3
sww.kms�:r.,y:rs.c^'n DRAWN:KER CHICKEG: SAL
PROPERTY DESCRIPTION
Exhibit-
(I Of 2)
A oared!of lard'being a portion of:,he Southwest Quarter(SW!/4) of Sect ort'!'went,-
c;g.ht (28).Township Seven North (.F. RanV Sixty-eight West 01Z.68W-)of theSixth
Principal. I f Colorado
�I cipal Meridian(6"P.M.),City of port Collins,County of Laroner,State
being more particularly described as follows.
COM-MENCING at the Southwest Come-of said So-cior 28 and assuming the West line
of the SWI/4 of said Section 28 as hearing North 00cl 0 31" West,bc;r,,'a and bearing of
the Colorado State Plarte Coordinate System.North Zone. North American Datum
1983/92,with a11 other bcarings contained herein bein',relative thereto:
THENCE North 00010'3 P West alon',the West [;no of the SW 114,3C said Section 28 a
distance of 30424 feet;
THENCE North 89049'29" East a distance of 30.00 feet to a fine being 30.00 feet
Easterly of,as measured at right angles to the West[;no of the SW Ito of said.Section 29.
and to the POINT OF BEGINNING;
THENCE North 00010'31" West alor.-3 line parallel with and 30.00 feet Easterly of,is
measured at a right angle to the West 'line of said SWIf4 a distance of 9.97 "IcA;
THENCE North 89049'29" East a distance Of 35.47 feet:
THENCE South 00000'00" West a distance of 140.77 feet:
THENCE South 14000'00"East a distance of 68.25 feet:
THENCE South 20000'00" East a dmilrCe Of 57.33 feet;
HENCE South 42000'00" East a distance Of 32.49 feet to a line b6m, 30.00 feet
.Northerly of,as measured at right angles to the South line of said SWI/4 of said Sec-28:
THENCE North 89037'58" West along a line Para[[,,[ with and 30.00 feet Northerly of,as
measured at a right angle to the South line of said SW114 a distance of 13-53 feet;
THENCE North 42000'00" West a distance of 25.30 feet:
THENCE North 20'00'00" West a distance of 60.00 feet:
THENCE North 14000'00" West a distance of 70.00 feet:
THENCE North 00'00'00" East a distance of 132.00 feet;
THENCE South 89049'29" West a distance of 25.44 feet.to the POINT OF
BEGINNING;
Said Parcel contains 3,235 sq. ft. more or less and is subject to any rights-of-way or
other easements of record as now existing on said described parcel of land.
SURVEYORS CERTIFICATE
1.Steven A. Lund.a Colorado Registered Professional Land Surveyor do hereby state
that this Property Description was Prepared under my personal supervision and checkin&
and that it is true and correct to the best of my knowledge and belief.
St-venA. Lund,-"on behalf ofKin2,Surveyors, inc.
ColOr2d6 RrUglst'C7 ed Professional
Land Surveyor #3499-5
KING SURVEYORS, INC.
6.53(Darden Drive
Windsor,Colorado 80550
(970) 686-50 11
TDAPC;ARY EASEVENT 3X52522
^8, 77N.. R,n'&A
WES7 Q,:AR7ER CORNER (2 OF 21
SEC, 28 T,-,N.. R.58'N. L62
3r oc' sePOIN-7 OF
BEGINNNG
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POINT OF COMMENCEMENT
K'I N G S U R V E YO R S, P NC. PROJECT NO:20r,7`-,
DATZ:a-I C)-r7
CLIENT: N'71i-S-,
pt... 686-5C�i 1 �')71))686 5821 DWG:20071 533ASEA.V�
DRAWN:K--R >S
PROPERTY DESCRIPTION
Exhibit-:
(1 of 2)
A puree[of land being part of Lot One (U.Strobel VRp No. S-60-87 recorded Mav 2.3.
I990 as Reception Number 90,021898 of the Records of Lamnm r County,locate,,! in the
Northwest Quarter(N W I!4)of Section Thirty-three (33).To%vnshir.Seven North CP.7N.).
ILtng,_Sixty-eight West (R.68W.) of the Sixth Principal Meridian (6"'P.M.),County of
Latimer. Statc of Colorado being more partieularly deccribed as follows.
CONIMENCING at the Northwest Corner of said Lot i and assuming the Hest line of
said Lot I as bearing South W07'10" East.being a grid bearing of the Colorado State
Plane Coordinate System.North Zone.North American Datum 1983/92, with all ot,ner
bearings contained herein being relative thereto;
THENCE South 00°0710" East along said West line a distance of 135.31 feet;
THENCE North 89°52'50" East a distance of 20.00 fret tau lire hcing 20.00 feet
Easterly of,as measured at right angles to the West line o2 said Lot 1 and to:.he POINT
O^BEGINNING;
THENCE Nord, 89°52'50•' east a distance of.3.00 feet to z line beu,g 2300 fee'Easterly
C_as measured at right angles to the Wcst line of said Lo.I;
THENCE:South 00°07'10" East along it line parallel with and 23.00 feet Easterly of,as
measured at right angles to.the West line of said Lot 1 a distance of 90.00 feet:
THENCE South 89'52'56'• West a distance of 3.00 feet to a line being 20.00 feet
Easterly of,as measured at right angles to the West line of said Lot 1;
THENCE North 00°0Ti0" Wost along a tine parallel with and 20.00 feet.Easterly of,as
measured at right angles to the West line of said Lot L it distance of 90.00 feet to the
POINT OF BEGINNING;
Said Parcel contains 270 sq. ft. mere or less(;-1-},and is subject to any rigihts-of-way or
other easements of record as now e.xistaig on said described parcel of land.
SURVEYORS CERTIFICATE
t, Steven A.Lund, a Colorado Registered Professional Land Surveyor do hereby state
that this Property Description was prepared under nhy personai supervision and check;,;,
and that it is true and correct to the best of my knowledge and bcliet.
So-v A7 -und on,ehatf of King Surveyors, 1%.
C- tlorada!,RC�ts"ered:Professional
Land Surveyor.'=34995
KING SURVEYORS,INC.
650 Garden Drive
', mdsor, Colorado 80550
(970) 086-5011
P:\2067':6 '.Dcsc Dcsc-C.5-1 ED: oc
N ;r SEC.
PEDESTRIAN "SEMENT EXHIBIT NORI T N .
3.�ST CORNERSEC. 33
I SEC. T.7N., R.6ew.
\� COINT MMEOCEMEN7 --
S
LO1 WEST CORN-
T I G , 5Tn`OBEL MRD
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L26
WEST QUARTER CORNEA
SEC. 33 T.7N., R.SBW.
LINE TABLE
LIN _BEARiNG LENG-t-
L24 IN895250"E 20.CC;_
L25 IN8s52'SC"E 3.00' j
L2'o Sgc:52'GTW 30d �
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i
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c
i _
NOTE: fnis exhibq acwing is not intertls,i to he c
monwrertea Ia,c survey Its sole pu pa
_ graphic re? se. toion to aid in unc vs afi, ;c,
Steven A. Luna ar benctf of King Surveyors, Inc. the v it 2.. prope y descraeon w 'ch it
Colo-ado Regis._ ed iO _fess'eno .vr..c rap_,.y description sv,e-se __ .
f '_and Sutieyor #34995 exhibit draMng.
e
INC SURVI YOBS, INC. PROJECT 'C:2 0
,30 D� C,hrr 40 CLi NI ERVIVEST
Iota:,v � 6865W1 1 1 li(r [gi,582
LWG /1632 AS : c j
CRAWN:KE3 C <
qa,
i ...
PROPERTY DESCRIPTION
Exhibit- K
(i of 2y
A parcel of land being the Wcst Twenty (ZO) feet of Lot One (i.).Strobel MRD No. 5-60-
8%recorded May 23.1990 as Reception Number 90021898 of the Records of Larimer
County. located in the Northwest Quarter(N W I/4)of Sccuon Thirty-three (.33).
Township Seven North (T.7N.), Range Sixty-eight West (R.68W.) of the Sixth Principal
Meridian (6`s P.M.),City of Fort Collins,County of Larimer, State of Colorado.
Said Parcel contains 7.300 sq. ft. more or less (+/-), and is subject to soy rights-of-way or
od:cr easements of record as now existing on said descrbed oarcei of land.
SURVEYORS CERTIFIC:+TE
1,Steven A. Lund,a Colorado Registered Professional Land Surveyor do hereby state
that this Property Description was prepared under my personal supervision and checking,
and that.it is true and correct to the best of my knowledge and beiief-
Z
Steven >. half of King Surveyors, Inc.
Coioi�adu,Rces,tergc Professiona
Land Surveyor'=34995
KING SURVEYORS,INC.
650 Carden Drive
Windsor.Colorado 80550
(970)686-5011
i:AZ007;b.3ADesc',Desc-C'.5-ROW.doc
Z I. " rNnY FXH' !BIT K E mqY, SEC. 33, -.7J., n.53ay.
('_OF 2)
�._ MOR-HWEST CORNER
?� SEC. 33 T.7N., R.68w.
i
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L _ —____ _ t REC. 91057766
PEST QUARTER CORNER I
SEC. 33 T.7N.. R.68'N.
CHARLIE LANE
NOTE: rots exhibit drewing is not int nceo to oe c
nonumen led Icnd survey. It's sole 2u >ose s cs c
y aphc re>r ser. o wn -o ad n ce
e n A w^c on%bent f of King Surveyors. Inc. the
ter o oper v deso 'oton wi%on c one ,_s.�
t,co o_o Reg's er c Professono- he 't+e. p ,,e.:y des..rpdon supersedes ,._
Land Scrveycr ,/3g995 ewit7r drewinc.
KING SURVEYORS, .!NC. PROjEC NC: o7) ,_
0-07
CLIENT:IN7ERW-S-
peon, (9 01)6365h i DWG:20071 53BAF,7.cwc j
cu.nin>s.. .c.r.s.cc,m DRAWN: KER Cz' KED:SA_
PROPERTY DESCRIM"ION
--.._Exhibit-.
(I of 2)
A.parcel of land being part of Lot One (i),Strobel MRD No.5-60-87 recorded May Z3.
199E as Reception Number 90021898 of the Rccords of Larimer County,located ni the
Northwest Quarter (NWI14) of Section Thiny-throe(33),Township Seven North (T.71N.).
Rang-Sisty-eight West (R.68W.)of the Sixth Principal Meridian (6'° P.M.).COenty of
Larimer. State of Colorado being more particularly described as follows.
COMMENCING at the Northwest Corncr of said Lot 1 and assuming the WeS', iine of
said Lot I as bear.ng South 0000710" East,being a grid bearing of:hc Colorado State
Piano Coordinate System,North Zone,North American Datum 1983/92. with a!I other
bearings contained herein being relative therein;
THENCE South 8904010"East along the North line of said Lot I a distance of 20.00 feet
to a!ine being 20.00 feet Easterly of.its measured at right angles to the West fine of said
Lot i and to the POINT OF BEGINNING:
Ti{ENCE South 89040'10" East continuing along said North line it distance of 13,00 feet
to a line being 33.00 feet Easterly of.as measured at right angles to the West line of said
Lot 1:
TI IENCF South 00°07'10" East along a line parallel with and 33.00 feet Easter!,v of,as
measured at right angles to the West line of said Lot 1 a distance of.365.00 feet to the
South line of said Lot 1;
THENCE North 3904010" West along said South line a distance of 13.00 feet to a line
being 20.00 feet Easterly of,as measured at right angles to the West line of said Lot I
THENCE North 00°07I0" West along a line parallel with and 20.00 fact Easterly of,as
measured at right angles to the West line of said Lot 1 a distance of 139.85 feet;
THENCE North 89052'50" East a distance of 3.00 feet to a 'sine being 23.00 feet Easier!,
of,as measured at right angles to the West line of said Lot 1:
THENCE North 0000710" West along a line parallel and 2.3.00 feet Easterly of,as
measured at right angles to the West lire of said Lot I a distance of 90.00 feet:
THENCE South 890.52'50" West a distance of 3.00 feet to a line being 20,00 feet Easu,r!y
of,as measured at right angles to the Rest line of said Lot l;
THENCE North 00007'10" West along a line parallel with and 20.00 feet Easterly of, as
measured at right angles to the West line of said Lot 1 a distance of 135.15 feet to the
POINT OF BEGINNING;
Said Parcel contains 4.475 sq. ft. more or less (+/-).and is subject to any rights-of-way or
other easements of record as now existing or said described parcel of land.
SURVEYORS CERTIFICATE
1. Steven A. Lund,a Colorado Registered Professional Land Surveyor do hc-ebv scuc
that this Property Description was prepared under my personal supervision and checking,
and thin it is true anccorrect to,he best of my knowledge and belief.
j
Steven A.Lund-on be il'of King Surveyors, Inc.
Colorado_kcgisfered Professional
Land Surveyor'=34995
KING SURVEYORS,INC.
650 Garden. Drive
Windsor, Colorado 80550
(970) 686-5011
P:20071631Dese11Desc-C.S-TEMI'Acc
.. . ... . ...... ...
EXHIBIT Tc M?0.'`v1R" =,a5_MENT � L N4tt}'q StC. 33, L71\., R.63`hi.
4 I
G:'3)
?DINT OF
NQR iYtvEST CORNER COMMENCe.adEN'. I
.33 T.;N.. R.Saw/— NOR7H. r=_T XPNER
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L GT t. STRG,EL IeRG
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_ lullo � EASEMENT
L29-, l I
9 1 EI
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olcn I
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WEST QUARTER CORNER
SEC. 33 'iJN., R.0-8W.
ZI I f
L28
NOTE: This eL'n.bit drowllg is not n'.ended to be c
.crunenteo lad urvey li s sr p,
graphic reprasartctio, ^
to id n the is ali c:
StevenA r-un or, uenalf oP King Surveyors. inc. the wrtten Dropert desc pt'.on which t ..r. p„ries.l
Ccbrado Regstered "ofessionai The written proper°y desorption supersedes its
Lend Surveyor #34995 _vhibit drawing.
f PROS NOaG o7
KING St 1R� F�'t3��cS, I�{�. DATE:a 8 , ,_:r,,
C,OGnrl tDi 1 a a< (ul irS i11
r.� CLI MT I'V: '2`t 1
Ilo,a (91 /; -ih,, I ,., g-r)CSG ,h_>I DWG.cOc7 o_ r+ rG C DRAWN: K ,. '
ER, r CK ^_ E
EXHIBIT N - PEDESTRIAN TRAIL EASEMENT
SHEET 1 OF 2
PROPERTY DESCRIPTION
A PORTION OF TRACT A OF THAT PARCEL OF LAND AS DESCRIBED UNDER RECEPTION NUMBER 2000023867
OF THE LARIMER COUNTY RECORDS, LOCATED IN THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 7
NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS: THE SOUTHERLY LINE OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH,
RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEARS S 89-21'46" E;
COMMENCING AT THE CENTER QUARTER CORNER OF SAID SECTION 32;
THENCE S 89'21'46" E, ALONG SAID SOUTHERLY QUARTER SECTION LINE, A DISTANCE OF 833.50 FEET, TO A
POINT ON THE SOUTHERLY LINE OF SAID PARCEL SAID POINT BEING THE POINT OF BEGINNING;
THENCE N 00-00'00" E. A DISTANCE OF 7.31 FEET, TO A POINT ON THE SOUTHERLY RIGHT—OF—WAY OF
KINGSLEY COURT AS SHOWN ON THE PLAT, ENGLISH RANCH SOUTH P.U.D. RECORDED AT RECEPTION NUMBER
2000023867;
THENCE ON SAID RIGHT—OF—WAY A DISTANCE OF 10.03 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS
OF 50.00 FEET, A CENTRAL ANGLE OF 11-29'17% AND A CHORD THAT BEARS S 87-39'11- E, 10.00 FEET;
THENCE DEPARTING SAID RIGHT—OF—WAY S 00*00`00" W, TO A POINT ON THE SOUTHERLY LINE OF SAID
PARCEL, A DISTANCE OF 7.01 FEET;
THENCE N 89'21'46' W, ON SAID SOUTHERLY LINE, A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING;
CONTAINING A COMPUTED AREA OF 70.00 SQUARE FEET, MORE OR LESS,
SURVEYOR'S STATEMENT
I HEREBY STATE THAT THE ATTACHED PROPERTY DESCRIPTION WAS PREPARED BY ME OR UNDER MY
RESPONSIBLE CHARG D IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF.
Sr
J-
z:
36070 _¢O
�ss�Oroai iPN°yo
DAVID L. SWANSON, PLS 36070
FOR AND ON BEHALF OF
STANTEC CONSULTING INC.
ntec Consulting Inc.
PROPERTY DESCRIPTION PROJECT NO.:
209 187010590
/
v/ 09 South Meldrum Street oniE: 4 26 07
Fort Collins CO,80621-2603 NE 1/4 OF SECTION 32
Ph:(970)482-5922 T 7 N, R 68 W OF THE 6TH PM Owc: K-1
Fx:(970)482-6368 CITY OF FORT COLLINS
cy� stantec.com COUNTY OF LARIMER CAD OPR.: SHEET:
StantCL STATE OF COLORADO
TJA 1 OF 2
REPRESENTATION EXHIBIT N - PEDESTRIAN TRAIL EASEMENT
SHEET 2 OF 2
Q
D!
O
O
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en
H
D= 11'29'17"
o R= 50.00'
PARCEL CONTAINS " A= 10.03'
POINT OF 70.00 SF +/— CH=S87'39'11"E
COMMENCMENT \ z 10.00' TRACT A ENGLISH
C Y4 SEC. 32 FND T RANCH SOUTH PUD
N0000'00E\ Y 3RD REC NO.
CAPP MARKED LS S00'00
2 ALUMINUM 7 31' 00"W 2000023867
5028 1994 8 ' 1' " 35 7.01' BASIS OF BEARINGS
SOUTHERLY LINE
NORTHEAST QUARTER OF
POINT OF BEGINNING SECTION 32
N89'21'46"W
10.00'
FRONT RANGE
N RETAIL PROPERTY
GRAPHIC SCALE
0 20 40
THIS EXHIBIT DOES NOT REPRESENT A MONUMENTED SURVEY.
IT IS INTENDED ONLY TO DEPICT THE ATTACHED DESCRIPTION.
PROPERTY DESCRIPTION PROJECT No:
Stantec Consulting Inc. 187010590
Fort South M 80 Street NE 1/4 OF SECTION 32 DATE. 4/26/07
Fort Collins COO 80521-2603 T 7 N. R 68 W OF THE 6TH PM
Ph:(970)482-592 CITY OF FORT COLLINS °Yi'G` K-1
Fx:(970)482-6368 COUNTY OF LARIMER CAO OPR.: SHEET:
stantK slantec.com STATE OF COLORADO
TJA 2 OF 2
PROPERTY DESCRIPTION
-- Eshibi'r- (V ------
(I of 2;
A parcel of land being part of Tract A. Stone Ridge PI,D 4'"Piling, recorded October4,
1996 as Reception Number 96072124 of the Records of Latimer County,located in the
Southeast Quarter(SE114)of Section Twenty-nine(29),To•.vnsnip Seven North (T.7N 1,
"Range Si.x`.y-eight West (R.68W.)of the Sisth Principal Merdian (6°i P.M.),City of Port
Collins.County of Lorimer. State of Colorado. and iaeing more particularly described as
follows:
COMMENCING at the Southeast Conner ol'.said Section 29 and assuming the East tine
of the SEI/4 of said Section 29 its bearing North 0001031' West,being a grid bcarng of
the Colorado State Plane Coordinate System,North Zone, North American Daum
I98.3191 wish all other bearings contained herein being relative thereto:
THENCE North 00%0'31" West along the East line of the SEI/4 of said Section 29 a
distance of 178.74 feet:
TI4ENCE South 89049'29" West a distance of 34.00 feet to the East line of said Tract A
and to the POINT OF BEGINNING:
The following Three(3) courses and distances are along the East and South lines of said
Tract A:
THENCE South 0001031" East it distance of 113.19 feet it;a Point of Curvature:
THENCE along the arc of a curve concave to the Northwest a distance of 23.73 feet,said
curve has a Radius of 15.00 feet.a Delta of 90038'27"and is subtended by a Chord
beating South 45°08142" West a distance of 21.33 feet to a Point of Tan_ency;
THENCE North 89°32'04" West a distance of 85.00 feet
THENCE North 00027'58" East a distance of 35.00 feet:
niENCE South 89032'04" East a distance of 84.78 feet:
THENCE Noah 00'103I" West a distance of 93.19 feet:
THENCE North 89049'29"East a distance of 15.00 feet to the POINT OF
BEGINNING:
Said Parcel contains 4,849 s'q_ft. more or less (+/-),and is subject to any rights-of-way or
other easements of record as now existing on said described parse= of and.
SURVEYORS CERTIFICATE
1,Steven A.Lund.a Colorado Registered Professional Land Surveyor do itere'oy state
that this Property Description was prepared under my personal supervision and checking.
and that it is true and correct to the best of my knowtedee and belief.
Stever.Ar Lund an.,I)Lhaif of King Surveyors. trc.
Colorado`Registccd Professional
Land Surveyor =34995
KING SURVEYORS,INC.
650 Garden Drhve
Windsor. Colorado 80530
(970) 6865011
't,2C(i7 t 63\DesciDesc-F.S-Temn.doc
_vi?CRARY CFAENT ONSTRUCTION
rASE EXHIBIT N � SJA SEC. 29, T./,\. ? Ca;V.
q9
OF 7)
� I 1
f \ A:" v^ T.7N CORNER
2
11 i SEC. 5 T.7N., R.684i.
I I I
N89-49'29"E
15. OO'
-
�/ POINT OF !
BEGINNING j
-07'2s f c
S7L)NE RIDGE P:ID ( z
,TH FILING 1
ftn.S6072h4
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S89'32'04"E 84.78' G
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EASEMENT
I
;4.
��o �,aas srl_ L
}o i
c,�
zi UTILITY PEDESTIAN AND r
DRAINAGE EASEMENT j
S89'32'04"E 85.00'
I
CURVE TABLE 1
I CURVE LENGTH RADIUS I DELTA CHORD BAVN
23,73' 15.00' 90-38'27-1 213 ' I
I
50' SOL)—MEAS7 CORNER
SEC 29 T.7N., R..68W.POINT OF COMMENCEMENT
HORStETOOTH ROAD
NOT Tnis exhiiot drawing is not inten eG z'e c
_ orLment - Ic d s�r�ay s scie r ese
gr .n,c re sen,o.i.on to cid in the v u 'Icn c I
8 e, n A land on aencif o` King Surveyors, Inc. a :LLe, prope.rzy desur p;or wrmh c o .p e-ues.l
ro redo 2e^ys Bred P,d?essorci a w-iGen prcpe^.y ::escrpticn s"e eces 'ne
LlnC Surreycl Y34995 e .. i. drewn-"v.
T,;-1 PROJECT NC:2CC-"-.o,
NG SURVEYORS itiC:.
� DATE:B—?O—C' '" 1
50 C;i iJ i Um n ( I rt < 3ll�jil F
ohor. 86,011 ilis:!):p1 rSG 5V21
DWG 200/ r,5
'ny 11i01..CO DRAWN K HE K 0:2. _ I I
PROPERTY DESCRIPTION
EYhibh-, 0
u of 2)
A parcel of land being part of the Northwest Quarter(NWI/4)of Section Thirty-three
033),Township Seven North (T.7N.)•Range Sixty-eight West(R.68W'.) of the Sixth
Principal Meridian(6."P.M.),City of Fort Collins,County o: Latimer,State of Coloraco..
and being more paRicularly described as follows:
COMMENCING at the Northwest Corner of said Section 3.3 and assuming the West line
of the NWI/4 of said Section 33 as bearing South 00'07'10" East,being a grid bearing of
the Colorado State Plane Coordinate System. North Zone. North.American. Datum
1983/92,with all other bearings contained herein being relative thereto:
THENCE South 00007'10" Bast along said West line a distance of 606.10 feet to the
North line of a parcel of lard as described in a deed recorded June 13,2003 as Reception
Number 2C030072984 of the Records of Latimer County;
THENCE South 89°40'10" East along said North line a distance of 30.00 feet to a line
being 30.00 feet Easterly of,as measured at right angles to the West line of said NWI/4
and m lire POINT OF BEGINNING:
T H'FNCE South 89°40'10" Gast continuing along said North titre a distance of 20100 feet:
THENCE South 44052'50" West a distance of 14A4 feet to a fine being 40.00 feet
Easter ly of,as measured at right angles to the West line of said NWI/4
THENCE_South 0000T 10"East along a line parallel with and 40.00 feet Easterly of,as
measured at right angles to the West tine of said N W i/4 a distance of 24&00 feet;
THENCE South 45°0T10" Last a distance of 14.14 feet to a line being 50.00 feet
Easterly of.as measured at right:males to the West'Line of said NW i/4;
THENCE South 000071 0" East along a line parallel with and 50.00 feet Easterly of.as
measured at right angles to the West line of said NW IM a distance of 40.00 feet io the
South tine of that parcel described in said Reception Number 20030072984;
THENCE North 89'40'10" West along said South line a distance of 20.00 feet to a line
being 30.00 feet Easterly of,as measured at right angles to the West line of said NW 114:
THENCE North 0000710" West along a '.ine parallel with and 30.00 feet Easterly of,as
measured at right angles to the West line of said NWI/4 a distan c of 308.00 feet to he
POINT OF BEGINNING;
Said Parcel contains 3,530 sq. It.more or less(-/4,and is subject to any rights-of-way or
other easements of record as now existing on said described parcel of land
SURVEYORS CERTIFICATE
i.Steven A.Lund,a Colorado Registered Professional Land Surveyor do hereby state
that this Property Description was prepared under my personal supervision and checkine.
and .hat it is true and correct to the best of my knowledge and ixlief.
Steven A.`,Lund, o1.nbNaltof King Surveyors, Inc.
Colorado Rbi'sreredfPeofessioral
Land Surveyor =34995
KING SURVEYORS, INC.
650 Garden Drive
Windsor. Colorado 80550
(970) 636-501 t
R=42007:63ADesc''.Desc-C-ROW.doc
I
RICr!T—'Jr—'NAY LXHIBI-�+2 (] NWIs sEc33, T.7N.,
11 t
(2 OF 2)
NCRT-WEST CORNER t I
S SEC. 33 T.N., R 5att 1
POINT Or COMMENCEMENT 1
c I I I r
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( t
1
L�
_sa -0' . —a--
3
�— 0.CN' �f ♦ ' 1 i
POINT OR J I ROW !
BEGINNING 1 3,530;n.y4.
1 I i I
co
I I I cl to
1 1 0l is
' I MI IN
10,
of 1- I lu
of too bl ,v
oI 100 1 L
1.4- 41 PI to
to
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c I I o 1
ROW t O N {
I
<'
1 I
I t li WEST OU.AIR eR CORNER i
I I ` SEC. 33 T.7N., R.58W. 1
1-7
LINE TABLE
LINE BEARING I LENGTH
L3 S89'40'I0'E 1 20.00'
_ L4 I S4c52'50"W I " ". S
L5 S4,C)"10'E 1 :4.14' I
Lc S00'0Ti0"E 40.Op' 1
_. L7 k:3g'4090"W 1 20.00' I
NOTt: Th L, exhibit draw,ng is not int ndee to b
•u�q:.. _ +- .Z ns-t.zscld-s.,cy .,Its Ole e _
grooni r ? en to md -n L"e v s
Steven A. Lind - cn`cc'nclf of King Surveyors, l, the m ten property deecr`p`ice which. ;- - -ompco'.es-
Ccorcdo Regs` .ed Ro`essionct ine wr':--en properly des nption s,:per e-es
LUlo Sl'eyo' .>4995 exhibit drewing. s
PROJECT NJ 2 C n'
Kl?V u SURVEY ORS, INC. DATE: o-
(,>O(;a lc ri r < I l r r C r rr tU >U
CJ Ni IV'.tRitS j
.7 ) rtG W' DWG 2 G r 63 AS
:,:n,4 r rt.su DRAWN. /.'-R
PROPERTY DESCRIPTION
Exhibit- P
(I of 2)
A parcel of land being part of the Northwest Quarter(NWI/4) of Section Thirty-three
(33),Township Seven North (T.7N.), Range Sixty-eigt West(R.68W.)of the Sixth
Principal Meridian(6th P.M.),City of Fort Collins,County of Larimer,State of Colorado,
and being more particularly described as foiiows:
COMMENCING at the Northwest Comer of'said Section 3.3 and assuming me West line
or the NW I/4 of said Section 33 as bearing South 00007'10" East. being a grid bearing of
the Colorado State Plane Coordinate System, North Zone, North American Datum
1983/92,with all other bearings contained herein being relative thereto:
THENCE South 00'07'10"East along the West line of the NW I/4 of said Section 33 it
distance of 606.10 feet to the North line of a parcel of land described in a deed recorded
line 13.2003 as Reception Number 20030072984 of the Records of Latimer Courta:
THENCE South 89040'10"East along said North line a distance of 50.00 feet to a line
50.00 feet Easterly of,as measured at right angles from the West line of said N W i!4 and
to the POINT OF BEGINNING:
'THENCE South 89'40'10" East continuing along said North line a distance of 9.82 fee::
THENCE South 44052'50" West a distance of 1:3.89 feet to a.line being 50.00 feet
Easterly of.as measured at right angles from the West line of said NWI/4:
THENCE South 00007'If" East along a line parallel with and 50.00 Feet Easterly of,as
measured at right angles from the West line of said NW I/4 a distance of 24.396 feet:
THENCE South 45007'10" East a distance of 42.43 feet to a line being 80.00 feet
Easterly of.as measured at right angles from the West line of said NW V4:
THENCE South 00007'10" East along a line parallel with and 80.00 feet Easterly of,as
measured at right angles from the West line of said NW I/4 a distance of 24.38 feet to the
South line of said parcel describer) in said Receotion Number 20030072984:
THENCE North 89'40'10" West alone said South line a distance of 30.00 feet to a line
being 50,00 feet Easterly of,as measured at right angles from the West line of said
NWI/4:
THENCE,North 0000710'West along a line parailol with and 50.00 feet Easterly of, as
measured at right angles from the West line of said NWl/4 a distance o£40.00 feet;
THENCE North 45'0710" West a distance of 14.14 feet to a line being 40.00 feet
Easterly of,as measured at right angles from the West line of said NWI/4:
THENCE North 00007'10" West along a line parallel with anti 40.00 feet Easterly of,as
measured at right angles from the West line of said NW I/4 a distance of 248.00 feet;
THENCE North 44052'50" East if distance of 14,14 feet to the POINT Of
BEGINNING:
Said Parcel contains 3,806 sq. ft. more or less(+!-),and is subject to any rights-of-way or
other easements of record as now existing on said described parcel of land.
SURVEYORS CERTIFICATE
L Steven A. Lund.a Colorado Registered Professional Land Surveyor do hereby state
that this Property Description was prepared under my personal su)n:rvisioa.and cliecking.
^ and that it is true a2d correct to the best of my knowledge and belief.
Ct
Steven A. Lund -,on behalf of King Surveyors,Inc_
Colorado Registered.Professional
Land Surveyor #34995
ICING Su RVEYORS.INC.
A50 Garden Drive
W ndsor.Colorado 86550
(9 7 01 686S0 i I
P:',,2007163ADcscADcsc-C-SLOPE.doc
j ELO?E EASED,tENT �.�XHIBI1' P ' Ivl%a SEC. 33, i.7V. <.o�,':v.
1
MAT..riI IN° i i
t
NORT 3.3 T. CORNER I 3 I r
BEC. 33 i.7N., R.58W.
POINT OF COMMENCEM-;..*,T
I I I
1 I I
1 POINT OF I 1
BEGINNING p t 'c5i
cd
I
C I II Ni iN
1 1 3 i I
r
40.00• I i � � it ilI 0I I� I
I o� iC:)
I I o f zf jo
w1 NI I � I EASEME,L'T� I
N .3A)b sq.rP'
! i
,Q.ee i
i IO I
zi
ml EASEMENT—us
u' 3,306 sq.fL I I I
50.00• —I � i
i i I I M I— 3O.00' I I
i I Ji Ir �
,VEST QJARTER CORNER
i I SEC. 33 T.7N., R.88W. ( i
I
AATCHLNF I I
e -12
i
LINE .ABLE
LINE BEARING L-FNG7,1
LB 589.40'10"E 1 9.82'
L9 544.52'5O"N 1 13.89'
r 1C _ s45'07.10"E 1 42.43• 1
L11 50007•10"E i 24.38• I i
L12 589'40'10"E 30-C' i
-T L13 NOO'O710•W
_14 u45'07'0•W
L".5 4s4'S2 5O•.E
NOTE. Irs e tbil cro,,ir,q is ..o, in nd d I. be ^
Co ercda R� e e ra+e ea ic cr Iane s e e sol » c n
> _? gra Ic r_ores uIur k me n v e 1
I
Stever A uaC or, 5enc, or 5 rg 8� i_ycrs Inc. n sn prcne y deer a ro od c C'ls , _+
�y' ° ` sswnc e x ter p :oe [y descr 'rcn sip�r des tr;. s j
'--nz ti +eycr #34995
h'1_""C� SURVEYORS,ORS INC.
PRO ECI NO:t0 71o3
650 C;x lu Ivrov I pV + Is "Col" d>vb;O CLIENT:
C-^/
i LIr'v71l
piionc () [ +46 50 (970 586 .82 t Cy{ i 007:c.. AS g
GRAWN.KER
PROPERTY DESCRIPTION
Exhibit. Q,
(I of 2)
A parcel of land being part of the Northwest Quarter(NW1/4)of Section'f flirty-three
(33),Township Seven North(T.7NJ,Range Sixty-eight West(R.68W.)of the Sixth
Principal Meridian(e P.M),City of Fort Collins,County of Larimer,State of Colorado,
and being more particularly described as follows:
COMMENCING at the Northwest Comer of said Section 33 and assuming the West line
of the NWI/4 of said Section 33 as bearing South 00007'10'East,being a grid bearing of
the Colorado State Plane.Coordinate System,North Zone.North American Datum
1983a92,with all other bearings contained herein being relative thereto;
THENCE South 0000710"East along said West line a distance of 606.10 feet to the
North line of a parcel of land described in a deed recorded June 13,2003 as Reception
Number 20030072984 of the Records of Latimer County;
THENCE South 89040'10"Fast along said North line a dislamw of 59.82 feet to the
POINT OF BEGINNING;
THENCE South 89°40'10"East continuing along said North litre a distance of 14.02 feet:
THENCE South 44952'50"West a distance of 19.58 feet to a line being 60.00 feet
Easterly of,as measured at right angles to the West line of said NWI/4;
THENCE South 0000710"East along a line parallel with and 60.00 feet Easterly of,as
measured at a right angle to the West line of said NW IA a distance of 235.68 feet;
THENCE South 45"0T10"East a distance of 42.43 feet to a litre being 90.00 feet
Easterly of,as measured at right angles to the West line of said NWI14:
THENCE South 00"07'10"East along a line parallel with and 90.00 feel Easterly of,as
measured at a right angle to the West line of said NWI/4 a distance of 28.60 feet to the
South lire of that parcel described in said Reception Number 20030072984;
THENCE North 89"40'10"Westalong said South line a distance of 10.00 feet to a tine
being 80.00 feet Easterly of,as measured at right angles to the West line of said NWI/4;
THENCE North 00"OTI.0"West along a line parallel with and 80.00 feet Easterly of,as
measured at a right angle to the West line of said NWI/4 a distance of 24.38 feet;
THENCE North 45"07'10"West a distarxe of 42.43 feet to a line being 50.00 feet
Easterly of.as measured at right angles to the West line of said NWI/4:
THENCE North 00'07'10"West along a line parallel with and 50.00 feet Easterly of,as
measured at right angles to the West tine of said NW 1/4 a distance of 243.96 feet:
THENCE North 44052'.50"East a distance of 13.89 feel to the POINT OF
BEGINNING:
Said Parcel contains 3,255 sq.ft.more or less(+/-),and is subject to any rights-of-way,or
other easements of record as now existing on said described parcel of land.
SURVEYORS CERTIFICATE
1,Steven A.Lund,a Colorado Registered Professional Land Surveyor do hereby state
that this Property Description was prepared under my personal supervision and checking,
and that it is true and correct to the best of my knowledge and belief.
chi=
St6l;bLA-&-endue.,9&behalf of King Surveyors.Inc.
Coloratin�t2t�i6tnt�Professions[
Land Surveyor #34995
KING SURVEYORS,INC.
650 Garden Drive
Windsor.Colorado 80550
(970)686-5011
P:\2007163\Desc\Desc-C-TEM P.doc
L TEMPORARY EASEMENT ( EXEIBIT Q
(.OF 2)
r
9 — jAiA:CHLINE
NCR ,WEST CORNER ! i
SEC. 33 T.7N., R.68'W. I POINT OF COMMENCEMENT
j
BE GGINNINOI G !
------Na940_c"w--- ! L15 ! !
! j jN
! C) t o
t
5a 00' CD10.00'!— O I
o� ASEMENT ! z
E � ljo
N ;.z.;5 sq. EASEMENT
o f i r I 3,255 sy.,•t.
i !
o it C) I� ! !
I
!N !
N I ! 1 \\
o \
s N j ( \ \\
o !! o !a \ \
zl o GI to \\
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WEST OUARTER CORNER
SEC. 33 T.7N., R.68W.
J! I^
5
j MATCHLINE 1
—� — !— 1 20
LINE TABLE
LINE BEARING LENGTH
L1c" 589'40'�C"E I i4,OL'
08 S45'07'iG"c' 42.43
L79 SCC•0T10— 8.50' I
L20 N89.4090'W 10.00'
L 21 N P07'10"W 24.38'
N45'07'10`W 42.43 i
L23 Nero2'sC"= 1385'
Y
NOTE Tns eRhiC', drow6^,q is ^ot rote. d_c to 'ce a �
oollllehted •.und survey. Its scle purpose is c e I
c'ephic represent.etion to '.r ., chz f i
Steee R unr' on Senclf of King Surveyo's, In.c. the wrrten pr_pertY desc ohnn wfc.V t c_mmm-,,...ie^.)Colo reee Reg:sierec -Rrofessione! The wWleh property deSc n,oc s_perseI, '
lard Soneyar �{34995 eahiM drewine. j
KING S RV YORS, HNC. PROJECT NG 2CC7,163
( it C;urh 7 i a ',�mdso Colo o botl
DATE:8 1C 07
E'lonc(Ji oR,.ofil i vt);p)rN1 h._I CLIENT N" P',J SI
DWG:20C/1o3'_ASE.d'w9
wu^x-I:i:;tsutcryclrs.tu;1 DRAWN: KER CkECiC= :SAL -