HomeMy WebLinkAbout091 - 09/06/2005 - AUTHORIZING ACQUISITION BY EMINENT DOMAIN PROCEEDINGS OF CERTAIN LANDS NECESSARY TO CONSTRUCT PUBLIC ORDINANCE NO. 091, 2005
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
THE TIMBERLINE ROAD, DRAKE ROAD TO PROSPECT ROAD PROJECT
WHEREAS, construction of the Timberline Road, From Prospect Road to Drake Road
Project (the"Project") is scheduled to start in 2005; and
WHEREAS,the Project includes widening Timberline Road,widening Spring Creek Bridge,
constructing sidewalks, construction of landscaped and hardscaped medians, installation of utility
connections and installation of traffic signals; and
WHEREAS, the Project will allow the area to improve from the currently failing levels of
service and complete a critical transportation link in the area; and
WHEREAS, it is necessary for the City to acquire certain property rights hereinafter
described in Exhibits"A"through"I",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 said property rights
from the owners thereof; and
WHEREAS, the acquisition of the property rights is desirable and necessary for the
construction of the Project, is in the City's best interest and enhances public health, safety and
welfare; and
WHEREAS, the acquisition of such property rights may,by law,be accomplished through
proceedings in 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 it is necessary in the
public interest to acquire the property rights 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 said property rights for the City by eminent domain
proceedings.
Section 3. The City Council finds, in the event that acquisition by eminent domain of
the property rights described in this Ordinance is commenced, that immediate possession is
necessary for the public health, safety and welfare.
Introduced,considered favorably on the first reading and o red published this 16t ay of
August, A.D. 2005, and to be presented for final passage on th 6th ay of S ptember, . 2 5.
Mayo
ATTEST:
City Clerk
Passed and adopted on final reading this 6th day of Septemb , A.D. 2005.
Mayo
ATTEST: a
f
City Clerk
EXHIBIT "A"
Page 1 of 4
PROPERTY DESCRIPTION
Exhibit A-Sidehill-Filing Ono-Outlot"A"
(1 of 2)
A parcel of land,for Temporary Construction Easement purposes,being part of Oudot A,Sidehill Subdivision
recorded November 14,2003 as Reception No.20030144107 of the records of the Larlmer County Clerk and Recorder
(LCCR)and being part of the Northwest Quarter(NW 1/4)of Section Twenty(20),Township Seven North(T.7N.),
Range Sixty-eight West(R.68W.)of the Sixth Principal Meridian(6a P.M.),City of Fort Collins,County of Latimer,
State of Colorado. The name of the aforesaid subdivision was changed to Sidehill-Filing One per that Affidavit of
Correction recorded February 25,2004 as Reception No.20040017166 of the records of the LCCR. Said parcel being
more particularly described as follows:
COMMENCING at the Northwest corns of said Section 20 and assuming the West line of said NW 1/4 as bearing
South 00013'42"East,being a Grid Bearing of the Colorado State Plane Coordinate System,North Zone,North
American Datum 1983/92,a distance of 2652.25 fat with all other bearings contained herein relative thereto:
THENCE South 00013'42"East along said West line a distance of 954.32 feet;
THENCE North 89046'18"East a distance of 30.00 fern to the East Right-of-Way(ROW)of Timberline Road,said
point also being the Northwest comer of said Outlot A,avid point also being the beginning point of a curve,said curve
being non-tangent to aforesaid line;
THENCE along the Northerly line of said Outlot A also being along the arc of a curve which is concave to the
Northeast a distance of 36.57 feet,said curve having a radius of 2914.93 feet,a central angle of 00043'OT'and a long
chord bearing South 42047'37'FAA a distance of 36.36 fee to the POINT OF BEGINNING;
THENCE continuing along said Northerly line also being along the am of a curve which is concave to the Northeast a
distance of 29.00 feet,said curve having a radius of 2914.93 feet,a central angle of 00034'12"and a long chord bearing
South 43026'17"East a distance of 29.00 feel;
THENCE South 12017'19"East along a line being non-tangent to aforesaid curve a distance of 186.53 feet;
THENCE South 01032'58"East a distance of 34.95 fact;
THENCE South 21038'25"West a distance of 40.29 fact
THENCE South 03021'06"West a distance of 512.23 fee;
THENCE South 89'l3'34"West a distance of 8.34 feet to the beginning point of a curve,said curve being ran-tangent
to aforesaid line;
THENCE along the arc of a curve which is concave to the East a distance of 285.53 feet,said curve having a radius of
49904.50 feet,a central angle of 00019'40"and a long chord bearing South 00056'16"East a distance of285.53 feet;
THENCE South 89058'25"West along a line being non-tangent to aforesaid curve a distance of 10.00 fact to the
beginning point of a curve,said curve being non-tangent to aforesaid line,said point bearing North 04047'33"East a
distance of 600.65 fee from the West Quarter(W 1/4)comer of said Section 20;
THENCE along the arc of a curve which is concave to the East a distance of 285.40 fact,said curve having a radius of
49914.50 fee,a central angle of 00019'39"and a long chord bearing North 00056'15"Wee a distance of 285.40 fat;
-- THENCE North 89013'34"East along a line being non-tangent to aforesaid curve a distance of 3.30 fee;
THENCE North 03021'06"East a distance of 515.73 feet;
THENCE North 21038'25"East a distance of 39.63 fee;
THENCE North 01032'58"West a distance of 30.46 feet;
THENCE North 12017'19"West a distance of 209.94 feet to the POINT OF BEGINNING;
Said parcel contains 14,627 sq.ft.or 0.336 acre,more or less(t),and is subject many rights-of-way or other
easements of record or as now existing on said described parcel of land.
.. SURVEYOR'S CERTIFICATE
I,Steven A.Lund a Colorado Registered Professional Lend Surveyor do hereby state that this Property Description
was prepared unda my personal supervision and checking,and that it is true and correct to the best of my knowledge
and belief. n -
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1
Steven A.Lund -on beh ,Inc.
ss Colorado Registered Pmfer
- - Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
IN:2004208
M:i2004208Vegal dmcriptiomiSIDERML-TEMP-CONST-N-LEGAL-DESC.doc
Last printed 4/15/2005 3:27 PM
TEMPORARY CONSTRUCTION SIDEHILL-FILING ONE
EASEMENT EXHIBIT A NWY SEC. 20, T.7N., R.68W.
NORTHWEST CORNER �• i
SEC. 20, T.7N., R.68W.
POINT OF COMMENCEMENT `. �`1. \\� I ; EXHIBIT "A"
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SEC. 20, T.7N., R.68W
RING SllIIYEYORS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
PHONE: (970) 686-5011 FAX: (970) 686-5821 CUENT:INTERWEST
DWG: T_ LL
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EXHIBIT "A"
Page 3 of 4
- PROPERTY DESCRIPTION
Exhibit B-Sidehill-Filing One-Outlot"A"
(1 oft)
Two parcels of land,for Temporary Construction Easement purposes,being parts of Omlot A,Sidehill
Subdivision recorded November 14,2003 as Reception No.20030144107 of the records of the Larimer
County Clerk and Recorder(LCCR)and being parts of the Southwest Quarter(S W 1/4)of Section Twenty
(20),Township Seven North(T.7N.),Range Sixty-eight West(R.68W.)of the Sixth Principal Meridian(6°
P.M.),City of Fort Collins,County of Larimer,State of Colorado. The name of the aforesaid subdivision
was changed to Sidehill-Filing One per that Affidavit of Correction recorded February 25,2004 ea
Reception No.20040017166 of the records of the LCCR. Said parcels being more particularly described as
follows:
North Parcel
COMMENCING at the West Quarter(W I/4)comer of said Section 20 and assuming the West line of said
SW 1/4 as bearing South 00001'35"East,being a Grid Bearing of the Colorado State Plane Coordinate
System,North Zone,North American Datum 1983/92,a distance of 2651.97 feet with all other bearings
contained herein relative thereto:
THENCE South 00001'35"East along said West line a distance of 519.95 feet;
THENCE North 89058'25"East a distance of 74.11 fat to the POINT OF BEGINNING;
THENCE continuing North 89058'25"East a distance of 15.00 feet;
THENCE South 01"14'46"East a distance of 91.52 feet,said point hereinafter referred to as point"A;"
THENCE South 89058'25"West a distance of 15.00 feet;
THENCE North 01°14'46"West a distance of 91.52 feet to the POINT OF BEGINNING;
Said parcel contains 1,373 sq.fL or 0.032 acre,more or less(t),and is subject to any rightsof--way or other
easements of record or as now existing on said described parcel of land.
South Parcel
COMMENCING at said point"A;"
THENCE South 01014'46"East a distance of 117.03 feet to the POINT OF BEGINNING;
THENCE continuing South 01014'46"East a distance of 93.52 feet;
THENCE South 89058'25"West a distance of 15.00 feet,said point bearing North 02029'37"East a
distance of 1831.79 feet from the Southwest comer of said Section 20;
THENCE North 01*14'46"West a distance of 93.52 feet;
THENCE North 89058'25"East a distance of 15.00 feet to the POINT OF BEGINNING;
Said parcel contains 1,403 sq.ft.or 0.032 acre,more or less(#and is subject to any rights-of-way or other
easements of record or as now existing on said described parcel of land.
SURVEYOR'S CERTIFICATE
L 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.
OP'pO HFG{S
Steven A.Lund -on eyors,Inc.
. Colorado Registered Pro
SOV
Land Surveyor#34995
E3NG SURVEYORS,INC.
9299 Eastman Perk Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
.. - M:\2004208Vegal descriptiom\SIDEHH-L-TEMP-CONST-S-LEGAL-DPSC.doc
Lest printed 4/152005 3:28 PM
TEMPORARY S EMEN ONS RUCTION EXHIBIT B SIDEHILL—FILING ONE
NWY4 SEC. 20, T.7N., R.68W.
___————_J I I WEST QUARTER CORNER
I SEC. 20, T.7N., R.68W. EXHIBIT "A"
POINT OF COMMENCEMENT— — Page 4 of 4
II "
I I LINE TABLE
I I I LINE BEARING LENGTH
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LIS 01'14' 'W 91.5 '
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SEC. 20. T.7N., R.S8W.
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HYING SUJQYEYORS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CLIENT:
:INTE /2005
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PHONE: (970) 686-5011 FAX: (970) 686-5821 CLIENT HIBIT SIDE
WWW.KINGSURVEYORS.COM DWG:N:MCD_HECK LL
DRAWN:MCD CHECKED:SAL
EXHIBIT "B"
Page 1 of 8
PROPERTY DESCRIPTION
Exhibit A-Fleischli Enterprises
(1 of2)
A parcel of land,for Timberline Road Right-Of-Way,being part of that parcel of land described in
that Special Warranty Deed(SWD)recorded November 4,2004 as Reception No.2004-0106576
of the records of the Latimer County Clerk and Recorder(LCCR)and being part of the East Half
(El/2)of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West(R.68W.)
of the Sixth Principal Meridian(616 P.M.),City of Fort Collins,County of Latimer,State of
Colorado,and being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NEl/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00°13'42"East along said East line a distance of 2532.16 feet;
THENCE South 89*46'18"West a distance of 30.00 feet to the West Right-Of-Way(ROW)of
Timberline Road,said point being the Northeast comer of that parcel of land described in said
SWD,said point also being the POINT OF BEGINNING;
The following Two(2)courses and distances are along said West ROW:
THENCE South 00013'42"East a distance of 120.04 feet;
THENCE South 00°01'35"East a distance of 368.40 feet to the Southeast comer of that parcel of
land described in said SWD;
THENCE South 88059'00"West along said South line a distance of 38.14 feet;
THENCE North 04024'54"East a distance of 200.79 feet;
THENCE North 01°58'S3"East a distance of 139.13 feet to a Point of Curvature(PC);
THENCE along the arc of a curve which is concave to the West a distance of 119.31 feet,said
curve having a radius of 2118.00 fat,a central angle of 03013'39"and a long chord bearing North
00°22'03"East a distance of 119.29 feet to a Point of Tangency(PT);
THENCE North 01 e14'46"West a distance of 30.28 feet to the North line of that parcel of land
described in said SWD;
THENCE North 88057'18"East along said North line a distance of 17.11 feet to the POINT OF
BEGINNING;
Said parcel contains 11,362 sq.ft.or 0.261 acre,more or less(t),and is subject to any rights-of-
way or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of my a and belief.
O REG/
Q,l�..... . S
T
Steven A.Lund -on be eyors,Inc.
Colorado Registered Pro fession
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:\2004208Vegat deacriptiom\FLEISCHLI-ROW-LEGAL-DESC.doc
Last printed 4/15/2005 3:25 PM
EXHIBIT "B" RIGHT-OF-WAY EXHIBIT A FLEISCHU ENTERPRISES
Page 2 of 8 FXz SEC. 19, T.7N., R.68W.
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9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
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WWW.KINGSURVEYORS.COM DWG:N:MC T_FLEISCHLI
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EXHIBIT "B"
Page 3 of 8
PROPERTY DESCRIPTION
Exhibit B-Fleischli Enterprises
(1 of2)
A parcel of land,for Slope and Drainage Easement purposes,being part of that parcel of land
described in that Special Warranty Deed(SWD)recorded November 4,2004 as Reception No.
2004-0106576 of the records of the Latimer County Clerk and Recorder(LCCR)and being part of
the East Half(El/2)of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight
West(R.68W.)of the Sixth Principal Meridian(6 h P.M.),City of Fort Collins,County of Latimer,
State of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NE 1/4 as bearing South 000 13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00°13'42"East along said East line a distance of 2532.16 feet;
THENCE South 89°46'18"West a distance of 30.00 feet to the West Right-Of-Way(ROW)of
Timberline Road,said point being the Northeast corner of that parcel of land described in said
SWD;
THENCE South 88057'18"West along the North line of that parcel of land described in said SWD
a distance of 17.11 feet to the POINT OF BEGINNING;
THENCE South 01°14'46"East a distance of 30.28 feet to a Point of Curvature(PC);
THENCE along the arc of a curve which is concave to the West a distance of 119.31 feet,said
curve having a radius of 2118.00 feet,a central angle of 03°13'39"and a long chord bearing South
00°22'03"West a distance of 119.29 feet to a Point of Tangency(PT);
THENCE South 01°58'53"West a distance of 139.13 feet;
THENCE South 04°24'54"West a distance of 200.79 feet to the South line of that parcel of land
described in said SWD;
THENCE South 88°59'00"West along said South line a distance of 89.52 feet;
THENCE North 60°28'03"East a distance of 77.97 feet;
THENCE North 01 058'53"East a distance of 451.26 feet;
THENCE North 01'14'46"West a distance of 0.49 feet to said North line;
THENCE North 88057'18"East along said North line a distance of 26.45 feet to the POINT OF
BEGINNING;
Said parcel contains 15,503 sq.ft.or 0.356 acre,more or less(t),and is subject to any rights-of-
way or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of my go and belief.
S q
s
-o; s
Steven A.Lund -on be yore,Inc.
Colorado Registered ProfessPo
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
MA2004208Vegal descriptionstFLE1SCHU-SLOPE+DRAINAGE-LEGAL-DESC.doc
Last printed 4/15/2005 3:26 PM
EXHIBIT "B" SLOPE & DRAINAGE EASEMENT EXHIBIT B FLEEC. 1 ENTERPRISES
FXt SEC. 19, T.7N., R.68W.
Page 4 of 8 /y/�CR4TFDEQU/T/Ef/NC.,N✓Lff6JTB�PLE I
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EXHIBIT "B"
Page 5 of 8
PROPERTY DESCRIPTION
Exhibit C-Fleischli Enterprises
(1 oft)
A parcel of land,for Temporary Construction Easement purposes,being part of that parcel of land
described in that Special Warranty Deed(SWD)recorded November 4,2004 as Reception No.
2004-0106576 of the records of the Latimer County Clerk and Recorder(LCCR)and being part of
the East Half(E 1/2)of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight
West(R.68 W.)of the Sixth Principal Meridian(6d P.M.),City of Fort Collins,County of Latimer,
State of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NEl/4 as bearing South 00e13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00°13'42"East along said East line a distance of 2532.16 feet;
THENCE South 89046118"West a distance of 30.00 feet to the West Right-Of-Way(ROW)of
Timberline Road,said point being the Northeast corner of that parcel of land described in said
SWD;
THENCE South 88e57'18"West along the North line of that parcel of land described in said SWD
a distance of 43.56 feet to the POINT OF BEGINNING;
THENCE South 01'14146"East a distance of 0.49 feat;
THENCE South 01°58'53"West a distance of 451.26 feet;
THENCE South 60°28'03"West a distance of 77.97 feet to the South line of that parcel of land
described in said SWD;
THENCE South 88e59'00"West along said South line a distance of 15.00 feet;
THENCE North 01*14'46"West a distance of 8.90 feet;
THENCE North 60028'03"East a distance of 78.53 feet;
THENCE North 01°58'53"East a distance of 442.44 feet
THENCE North 01'14'46"West a distance of 0.12 feet to said North line;
THENCE North 88°57'18"East along said North line a distance of 15.00 feet to the POINT OF
BEGINNING;
Said parcel contains 7,948 sq.ft.or 0.182 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of m knowledge and belief.
REGOf
i s
Steven A.Lund -o Ourveyors,Inc.
Colorado Registered Pr
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
IN:2004208
MA2004208Vese1 dmcriptiom\FLEISCHLI-TEMP-CONST-LEGAL-DESC.doc
Last printed 4/15/2005 3:26 PM
EXHIBIT `B" TEMPORA EASEMENT
SEM NTTRUCTION EXHIBIT C FL I ENTERPRISES
E!¢ SEC.EC. 19, T.7N., R.68W.
Page 6 of 8
/NTE'C"T&9ffvaT/BJ;/NC.,!VJ.LNB.f'TF,MPLE, I I I I NORTHEAST CORNER
A.W.PZ"hVO,f CO..f6C.NO-P7af7Jll I I I I SEC. 19, T.7N., R.68W.
75' ROADWAY EASEMENT POINT OF I I POINT OF COMMENCEMNT
(81209 P299) BEGINNING I I o
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10' PSCO EASEMENT B1184 P313 ?3 L_2� 0 N
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EAST QUARTER CORNER
i I I I I SEC. 19, T.7N., R.68W.
20' CITY OF FORT COLLINS 1 I I
EASEMENT FOR UNDERGROUND
UTILITIES.(REC#90020795) 30'I R.O.W.
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6CO.fOOP/M'EJT.1fF.NlT,LLC I SEC. 19, T.7N., R.68W.
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A01467 SUIIYf'YORS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
EST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E CLIENT. FLEI
WWW.KINGSURVEYORS.COM DWG:N:MC T_FLEISCHLI
DRAWN:MCD CHECKED:SAL
EXHIBIT "B"
Page 7 of 8
PROPERTY DESCRIPTION
Exhibit D-Fleischli Enterprises
(1 of2)
A parcel of land,for Utility Easement purposes,being part of that parcel of land described in that
Special Warranty Deed(SWD)recorded November 4,2004 as Reception No.2004-0106576 of the
records of the Larimer County Clerk and Recorder(LCCR)and being part of the Northeast Quarter
(NEl/4)of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West
(R.68 W.)of the Sixth Principal Meridian(6m P.M.),City of Fort Collins,County of Larimer,State
of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
- NEl/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00e13'42"East along said East line a distance of 2554.82 feet;
THENCE South 89e46'18"West a distance of 46.71 feet to the POINT OF BEGINNING;
THENCE South 01014'46"East a distance of 7.86 feet to a Point of Curvature(PC);
THENCE along the arc of a curve which is concave to the West a distance of 2.14 feet,said curve
having a radius of 2118.00,a central angle of 00°03'28"and a long chord bearing South 01e13'02"
East a distance of 2.14 feet;
THENCE South 88045'14"West along a line being non-tangent to aforesaid curve a distance of
15.00 feet;
THENCE North 01 a 14'46"West a distance of 10.00 feet;
THENCE North 88e45'14"East a distance of 15.00 feet to the POINT OF BEGINNING;
Said parcel contains 150 sq.ft.or 0.003 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of m dge and belief.
�p R`Grsl
S
Steven A.Lund -on be eyors,Inc.
Colorado Registered Profession
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:\2004208Uegal descriptiom\FLEISCHLI-UlILrrY-LEGAL-DESC.dw
Lsat printed 4/15/2005 3:27 PM
EXHIBIT "B" UTILITY EASEMENT EXHIBIT D FLEISCHU ENTERPRISES
NEY SEC. 19, T.7N., R.68W.
Page 8 of 8 /NrFceaTso�pU�r/ter/Nc.,�vlau�rT,arsP/E I I I
A.fiv, EZ f/NC&CO.,fEL;N0.�7Gf7S/J I NORTHEAST CPORNER
I I I I SEC. 19. T.7N., R.68W.
75' ROADWAY EASEMENT I I POINT OF COMMENCEMENT
(01209 P299) I I c} o
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POINT OF BEGINNING I,, ` .I Z 041
150sq.ft. Lly __ 5 SJ Q to
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CO. EASEMENT. I I I 0
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--------------------11 I Ln
I I EAST QUARTER CORNER
I SEC. 19, T.7N., R.68W.
20' CITY OF FORT COLLINS I I
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UTIUTIES.(REC#'90020795) I i
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LYING SllRl2'YORS, INC. PROJECT N0:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
PHONE: (970) 686-5011 FAX: (970) 686-5821 CLIENT:INTERWEST
WWW.KINGSURVEYORS.COM DWG:
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EXHIBIT "C"
Page 1 of 10
PROPERTY DESCRIPTION
Exhibit A-Integrated Equities,Inc.
(1 oft)
A parcel of land,for Timberline Road Right-Of-Way,being part of that parcel of land described in
that Quit Claim Deed(QCD)recorded October 14, 1997 as Reception No.97067511 of the records
of the Lorimer County Clerk and Recorder(LCCR)and being part of the Northeast Quarter
(NEl/4)of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West
(R.68 W.)of the Sixth Principal Meridian(6o'P.M.),City of Fort Collins,County of Lorimer,State
of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NEl/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00*13'42"East along said East line a distance of 2174.47 feet;
THENCE South 89e46'18"West a distance of 30.00 feet to the West Right-Of-Way(ROW)of
Timberline Road,said point being the Northeast corner of that parcel of land described in said
QCD,said point also being the POINT OF BEGINNING;
THENCE South 00°13'42"East along said West ROW a distance of 357.69 feet to the Southeast
comer of that parcel of land described in said QCD;
THENCE South 88*57'18"West along the South line of that parcel of land described in said QCD
a distance of 17.11 feet;
THENCE North 01°14'46"West a distance of 350.49 feet to a Point of Curvature(PC);
THENCE along the arc of a curve which is concave to the East a distance of 7.18 feet,said curve
having a radius of 50022.50 feet,a central angle of 00e00'30"and a long chord bearing North
01°14'32"West a distance of 7.18 feet to the North line of that parcel of land described in said
QCD;
THENCE North 88e58'48"East along said North line a distance of 23.46 feet to the POINT OF
BEGINNING;
Said parcel contains 7,256 sq.ft.or 0.167 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of my kno a and belief.
•aF ��F`
S ` C s
Steven A.Lund -on behal ors,Inc.
Colorado Registered Professions
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
IN:2004208
M:12004208Vega1 dewriptio=\U-rMORATED-EQUITIES-ROW-LEGAL-DESC.dm
Last printed 4/15/2005 3:23 FM
RIGHT-OF-WAY
EXHIBIT NEY4ESEC. 19EQUNIESR.68W.
I i 1 EXHIBIT "C"
NOR1 j SEC�19, T.7N.,R.6HEAST 8W. Page 2 of 10
POINT OF COMMENCEMENT
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CITY OF FORT COLLINS EASEMENT FOR UNDERGROUND Z UTIUTIES.(REC#89002474) 1 U) g
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L1 I SEC. 19. T.7N., R.68W. — — — —
I I
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1 I
RING SbRr fYOBS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CLIENT:INTERWEST
DATE:04/15/2005
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:XHIBRJNTEGRATED-EQUITIES
WWW.KINGSURVEYORS.COM DRAWN:MCD CHECKED:SAL
EXHIBIT "C"
Page 3 of 10
PROPERTY DESCRIPTION
Exhibit B-Integrated Equities,Inc.
(1 oft)
A parcel of land,for Slope and Drainage Easement purposes,being part of that parcel of land
described in that Quit Claim Deed(QCD)recorded October 14, 1997 as Reception No.97067511
of the records of the Latmer County Clerk and Recorder(LCCR)and being part of the Northeast
Quarter(NEl/4)of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West
(R.68 W.)of the Sixth Principal Meridian(6"P.M.),City of Fort Collins,County of Latimer,State
of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NEI/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00013'42"East along said East line a distance of 2174.47 feet;
THENCE South 89*46'18"West a distance of 30.00 feet to the West Right-Of-Way(ROW)of
Timberline Road,said point being the Northeast corner of that parcel of land described in said
QCD,
THENCE South 88058'48"West along the North line of that parcel of land described in said QCD
a distance of 23.46 feet to the POINT OF BEGINNING,said point being the beginning point of a
curve,said curve being non-tangent to aforesaid line;
THENCE along the arc of a curve which is concave to the East a distance of 7.18 feet,said curve
having a radius of 50022.50 feet,a central angle of 00°00'30"and a long chord bearing South
01°14'32"East a distance of 7.18 feet to a Point of Tangency(PT);
THENCE South 01014'46"East a distance of 350.49 feet to the South line of that parcel of land
described in said QCD;
THENCE South 88°57'18"West along said South line a distance of 26.45 feet;
THENCE North 01*14'46"West a distance of 80.54 feet;
THENCE North 01°56'19"East a distance of 90.00 feet;
THENCE North 01*14'46"West a distance of 187.25 feet to said North line;
THENCE North 88058'48"East along said North line a distance of 21.45 feet to the POINT OF
BEGINNING;
Said parcel contains 8,299 sq.ft.or 0.191 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of my a and belief.
p FeG g
0EN A
!_,34VT s
S �r
Steven A.Lund -on be eyors,Inc.
Colorado Registered Pmfessio
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
MA2004208Vegal descriptionsUNTP.GRATED-EQUITIES-SLOPE+DRAINAGE-LEGAL-DESC.dm
Lest printed 4/15/2005 3:23 PM
SLOPE & DRAINAGE EASEMENT EXHIBIT B INTEGRATED EQUITIES, INC.
NFY SEC. 19, T.7N., R.68W.
I I I I NORTHEAST CORNER EXHIBIT "C"
I I SEC. 19. T.7N., R.68W. Page 4 of 10
POINT OF COMMENCEMENT 9
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EASEMENT FOR UNDERGROUNDr
N
UTIUTIES.(RECy89002474)
—————---———
EXISTING 75' ROADWAY
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I I EAST QUARTER CORNER
SEC. 19. T.7N.. R.68W.
I I
I I I
I I
TYING SURI'�'YORS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
PHONE: (970) 686-5011 FAX: (970) 686-5821 CLIENT:INTERWEST
WWW.KINGSURVEYORS.COM DWG:EXHIBIT—INTEGRATED—EQUITIES
DRAWN:MCD CHECKED:SAL
EXHIBIT "C"
Page 5 of 10
PROPERTY DESCRIPTION
Exhibit D-Integrated Equities,Inc.
(I oft)
A parcel of land,for Temporary Construction Easement purposes,being part of that parcel of land
described in that Quit Claim Deed(QCD)recorded October 14, 1997 as Reception No.97067511
of the records of the Larimer County Clerk and Recorder(LCCR)and being part of the Northeast
Quarter(NE 1/4)of Section Nineteen(19),Township Seven North(T:7N.),Range Sixty-eight West
(IL68W.)of the Sixth Principal Meridian(61°P.M.),City of Fort Collins,County of Larimer,State
of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NEl/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00°13'42"East along said East line a distance of 2174.47 feet;
THENCE South 89e46'18"West a distance of 30.00 feet to the West Right-Of-Way(ROW)of
Timberline Road,said point being the Northeast corner of that parcel of land described in said
QCD;
THENCE South 88e58'48"West along the North line of that parcel of land described in said QCD
a distance of 44.91 feet to the POINT OF BEGINNING;
THENCE South 01e14'46"East a distance of 187.25 feet;
THENCE South 01e56'19"West a distance of 90.00 feet;
THENCE South 01e14'46"East a distance of 80.54 feet to the South line of that parcel of land
described in said QCD;
THENCE South 88e57'I8"West along said South line a distance of 15.00 feet;
THENCE North 01 a 14'46"West a distance of 80.91 feet;
THENCE North 01 e56'19"East a distance of 90.00 feet;
TRENCH North 01014'46"West a distance of 186.90 feet to said North line;
THENCE North 88e58'48"East along said North line a distance of 15.00 feet to the POINT OF
BEGINNING;
Said parcel contains 5,367 sq.ft.or 0.123 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of m wledge and belief.
RE(`�,r
Steven A.Lund -on eyors,Inc.
Colorado Registered Profes
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
IN:2004208
M:0004208Vegel dwcriptiom\B4TEGRATED-EQUITIES-TEMP-CONST-LEGAL-DESC.dw
Last printed 4/152005 3:24 PM
TEMPORARY CONSTRUCTION EXHIBIT D NN}TMEGRATED9 EQUITIES, INC.EASEMENT
I i I I EXHIBIT "C
I NORTHEAST CORNER
I I SEC. 19, T.7N., R.68W. Page 6 Of 10
POINT OF COMMENCEMENT
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SEC. 19. T.7N.. R.68W. -
-
I I
1 I
I I
� 1 I
li?NG S RFEYORS, INC. PROJECT 140:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CUENDATE:0INTERWEST
WEST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E HIBIT—INTE
WWW.KINGSURVEYORS.COM DWG:N:MC T_CHECKED:
SAL
DRAWN:MCD CHECKED:SAL
EXHIBIT "C"
Page 7 of 10
PROPERTY DESCRIPTION
Exhibit E-Integrated Equities,Inc.
(1 of2)
A parcel of land,for Utility Easement purposes,being part of that parcel of land described in that
Quit Claim Deed(QCD)recorded October 14, 1997 as Reception No.97067511 of the records of
the Latimer County Clerk and Recorder(LCCR)and being part of the Northeast Quarter(NE1/4)
of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West(R.68 W.)of the
Sixth Principal Meridian(6th P.M.),City of Fort Collins,County of Latimer,State of Colorado,and
being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NE 1/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00°13'42"East along said East line a distance of 2208.57 feet;
THENCE South 89046'18"West a distance of 52.86 feet to the POINT OF BEGINNING;
THENCE South 01°14'46"East a distance of 20.00 feet;
THENCE South 89e58'07"West a distance of 78.23 feet;
THENCE North 00001'53"West a distance of 20.00 feet;
THENCE North 89058'07"East a distance of 77.80 feet to the POINT OF BEGINNING;
Said parcel contains 1,560 sq.ft.or 0.036 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of my knn oawsdaed belief.
�p0 REC/ST
o:;jEt1A, '
L
Steven A.Lund -on behalf rs,Inc.
Colorado Registered Professions
Land Surveyor#34995
KING SURVEYORS,INC.
. - 9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:\2004208Vega1 descriptiowUNTEGRATED-EQUMES-UnLrrY-N-LEGAL-DESGdm
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UTILITY EASEMENT EXHIBIT E INTEGRATED 19 T7NIESR.68W.
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RING SIbBr F YOJRS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR. CO 80550 CLIDATE: :INTE /2005
EST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E HIBIT INTE
WWW.KINGSURVEYORS.COM DWG:N:MC T CHECKED:
SAL QURIES
DRAWN:MCD CHECKED:SAL
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Page 9 of 10
PROPERTY DESCRIPTION a
Exhibit F-Integrated Equities,Inc.
(l oft)
A parcel of land,for Utility Easement purposes,being part of that parcel of land described in that
Quit Claim Dad(QCD)recorded October 14, 1997 as Reception No.97067511 of the records of
- - the Latmer County Clerk and Recorder(LCCR)and being part of the Northeast Quarter(NEI/4)
of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West(R.68W.)of the
Sixth Principal Meridian(61h P.M.),City of Fort Collins,County of Latimer,State of Colorado,and
being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NEl/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00013'42"East along said East line a distance of 2505.81 feet;
THENCE South 89046'18"West a distance of 47.58 feet to the POINT OF BEGINNING;
THENCE South 01°14'46"East a distance of 10.00 feet;
THENCE South 88045'14"West a distance of 30.00 feet;
THENCE North 01*14'46"West a distance of 10.00 feet;
THENCE North 88045'14"East a distance of 30.00 feet to the POINT OF BEGINNING;
Said parcel contains 300 sq.ft.or 0.007 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of my knowledge and belief.
Steven A.Lund -on eyors,Inc.
Colorado Registered Pro
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
]N:2004208
MA2004208Vegal descriptiomW4TEGRATED-EQUI7TES-UTE.fl'1-S-LEGAL-DESC.dm
Last printed 4/15/2005 3:25 PM
UTILITY EASEMENT EXHIBIT F N��ESREC
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SEC. 19, T.7N., R.68W.
—
I I I
1
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A0146'' ,5bRr Vi'YORS, 1AVv PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CLIENT:
LIDATE: :INTE /2005
WEST
PHONE: (970 686-5011 FAX: (970 686-5821 DWG:E:INTERINTE
WWW.KINGSURVEYORS.COM DRAWN: CD CHECKED:SALEQUITIES
DRAWN:MCD CHECKED:SAL
EXHIBIT "D"
Page 1 of 10
PROPERTY DESCRIPTION
Exhibit A-Timberline Star Properties,LLC
(1 of2)
A parcel of land,for Timberline Road Right-Of-Way,being part of that parcel of land described in
that Special Warranty Deed(SWD)recorded December 22, 1994 as Reception No.94100658 of
the records of the Lorimer County Clerk and Recorder(LCCR)and being part of the Northeast
Quarter(NEl/4)of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West
(R.68 W.)of the Sixth Principal Meridian(60'P.M.),City of Fort Collins,County of Lorimer,State
of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast corner of said Section 19 and assuming the East line of said
NE 1/4 as bearing South 00013'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00°13'42"East along said East line a distance of 1632.07 feet;
THENCE South 89046'18"West a distance of 30.00 feet to the West Right-Of-Way(ROW)of
Timberline Road,said point being the Northeast corner of that parcel of land described in said
SWD,said point also being the POINT OF BEGINNING;
THENCE South 00°13'42"East along said West ROW a distance of 542.40 feet to the Southeast
comer of that parcel of land described in said SWD;
THENCE South 88058'48"West along the South line of that parcel of land described in said SWD
a distance of 23.46 feet to the beginning point of a curve,said curve being non-tangent to aforesaid
line;
THENCE along the are of a curve which is concave to the East a distance of 429.27 feet,said curve
having a radius of 50022.50 feet,a central angle of 00029'30"and a long chord bearing North
00059'32"West a distance of 429.27 feet to a Point of Tangency(PT);
THENCE North 00044'47"West a distance of 112.61 feet to the North line of that parcel of land
described in said SWD;
THENCE North 88e05'I8"East along said North line a distance of 30.21 feet to the POINT OF
BEGINNING;
Said parcel contains 14,783 sq.8.or 0.339 acre,more or less(f),and is subject to any rights-of-
way or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of my knowledge and belief.
S a:'�� QG''•
Steven A.Lund -on Si eyors,Inc.
Colorado Registered Pro
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
IN:2004208
MA2004208Vegel dewripti n NTMMBERLINE-STAR-ROW-LEGALDESC.dm
Lest printed 4/152005 3:19 PM
BERLINE STAR PROPERTIES, LLC
TIM
RIGHT-OF-WAY EXHIBIT A NEY4 SEC. 19, T.7N., R.68W.
I I 1 NORTHEAST CORNER EXHIBIT "D"
II
PANT OF COMMENCEMENT Page 2 of 10
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A0144 SZ7RffY0RS; INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CUENDATE:0INTER WOOS
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EXHIBIT "D"
Page 3 of 10
PROPERTY DESCRIPTION
Exhibit B-Timberline Star Properties,LLC
(1 of2)
A parcel of land,for Slope and Drainage Easement purposes,being part of that parcel of land
described in that Special Warranty Deed(SWD)recorded December 22, 1994 as Reception No.
94100658 of the records of the Larimer County Clerk and Recorder(LCCR)and being part of the
Northeast Quarter(NE1/4)of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-
eight West(R.68 W.)of the Sixth Principal Meridian(6th P.M.),City of FortCollins,County of
Larimer,State of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast corner of said Section 19 and assuming the East line of said
NEI/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00013'42"East along said East line a distance of 1632.07 feet;
THENCE South 89a46'18"West a distance of 30.00 feet to the West Right-Of-Way(ROW)of
Timberline Road,said point being the Northeast corner of that parcel of land described in said
SWD;
THENCE South 88005'48"West along the North line of that parcel of land described in said SWD
a distance of 30.21 feet to the POINT OF BEGINNING;
THENCE South 00°44'47"East a distance of 112.61 feet to a Point of Curvature(PC);
THENCE along the arc of a curve which is concave to the East a distance of 429.27 feet,said curve
having a radius of 50022.50 feet,a central angle of 00°29'30"and a long chord bearing South
00059'32"East a distance of 429.27 feet to the South line of that parcel of land described in said
SWD;
THENCE South 88e58'48"West along said South line,said line being non-tangent to aforesaid
curve,a distance of 21.45 feet;
THENCE North 01*14'46"West a distance of 541.50 feet to said North line;
THENCE North 88005'18"East along said North line a distance of 24.34 feet to the POINT OF
BEGINNING;
Said parcel contains 12,165 sq.ft.or 0.279 acre,more or less(t),and is subject to any rights-of-
way or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of my knowledge and belief.
Steven A.Lund -on b eyors,Inc.
Colorado Registered Pro
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:\2004208\legal descriptions\TIMBERLINE-STAR-SLOPE+DRAIN-LEGAL-DESC.dw
Lmt printed 4/15/2005 3:20 PM
SLOP: & DRAINAGE EASEMENT EXHIBIT B - TIMNVLISEC. 9 T.7NPE R.88W.LLC
II I
11 I NORTHEAST CORNER EXHIBIT "D"
I I POINT OF 1 T COMMENCEMENT Page 4 of 10
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9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
EST
PHONE: (970 686-5011 FAX: (970) 686-5821 DWG:E CLIENT. TIMB
WWW.KINGSURVEYORS.COM DWG:N:MC T_TI CHECKED:
SA STAR
DRAWN:MCD CHECKED:SAL
EXHIBIT "D"
Page 5 of 10
PROPERTY DESCRIPTION
Exhibit D-Timberline Star Properties,LLC
(I of2)
A parcel of land,for Temporary Construction Easement purposes,being part of that parcel of land
described in that Special Warranty Deed(SWD)recorded December 22, 1994 as Reception No.
94100658 of the records of the Latmer County Clerk and Recorder(LCCR)and being part of the
Northeast Quarter(NEl/4)of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-
eight West(R.68W.)of the Sixth Principal Meridian(61h P.M.),City of Fort Collins,County of
Latimer,State of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NEI/4 as bearing South 00e13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00013'42"East along said East line a distance of 1632.07 feet;
THENCE South 89e46'18"West a distance of 30.00 feet to the West Right-Of-Way(ROW)of
Timberline Road,said point being the Northeast corner of that parcel of land described in said
SWD;
THENCE South 88e05'18"West along the North line of that parcel of land described in said SWD
a distance of 54.55 feet to the POINT OF BEGINNING;
THENCE South Ole 14'46"East a distance of 541.50 feet to the South line of that parcel of land
described in said SWD;
THENCE South 88°58'48"West along said South line a distance of 15.00 feet;
THENCE North 01 a 14'46"West a distance of 541.27 feet to said North line;
THENCE North 88e05'18"East along said North line a distance of 15.00 feet to the POINT OF
BEGINNING;
Said parcel contains 8,121 sq.ft.or 0.186 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to f my knowledge and belief.
O Rkap,
ti ` T
1 S os
Steven A.L of King"Surveyors,Inc.
Colorado Register fessional
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:\2004208\legat descriptions\TIMBERLINE-STAR-TEMP-CONST-LEGAL-DESC.doc
. . Lest printed 4/15/2005 3:20 PM
TEMPORARYEEASEMENT RUCTION EXHIBIT D T'MNE74 SEC. 19 T.7N., R.68W.LLC
I I I NORTHEAST CORNER EXHIBIT "D"
�I � POINT?OFT COMMENCEMENT Page 6 of 10
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"M9 sbjrvFffy0 ,, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
CUENTEST
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WWW.KINGSURVEYORS.COM ) DWG:N:MCD_CHECKED:
SA STAR
DRAWN:MCD CHECKED:SAL
EXHIBIT "D"
Page 7 of 10
PROPERTY DESCRIPTION
Exhibit E-Timberline Star Properties,LLC
(1 of2)
A parcel of land,for Utility Easement purposes,being part of that parcel of land described in that
Special Warranty Deed(SWD)recorded December 22, 1994 as Reception No.94100658 of the
records of the Latimer County Clerk and Recorder(LCCR)and being part of the Northeast Quarter
(NEI/4)of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West
(R.68W.)of the Sixth Principal Meridian(6a P.M.),City of Fort Collins,County of Latimer,State
of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NEl/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other beatings contained herein relative thereto:
THENCE South W-13'42"East along said East line a distance of 1924.08 feet;
THENCE South 89*46'18"West a distance of 57.25 feet to the beginning point of a curve,said
curve being non-tangent to aforesaid line,said point being the POINT OF BEGINNING;
THENCE along the arc of a curve which is concave to the East a distance of 40.99 feet,said curve
having a radius of 50022.50 feet,a central angle of 00°02'49"and a long chord bearing South
00°58'27"East a distance of 40.99 feet;
THENCE South 89°00'29"West along a line being non-tangent to aforesaid curve a distance of
20.00 feet;
THENCE North 00058'27"West a distance of 41.00 feet;
THENCE North 89002'36"East a distance of 20.00 feet to the POINT OF BEGINNING;
Said parcel contains 820 sq.ft.or 0.019 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of my knowledge and belief.
o°�G rj�c�l,
FJ�
Steven A.Lun Ag Surveyors,Inc.
Colorado Registers al
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
IN:20D4208
M:\2004208\1egal dmcriptions\TR%4BERLHeUSTAR-iT IUTY-N-LEGAL-DESC.doc
Lest printed 4/152005 3:21 PM
UTILITY EASEMENT EXHIBIT E TIM NFYUSEC.. 19, T.7NPE R.168W.LLC
II I
NORTHEAST CORNER EXHIBIT "D"
II POINT OF COMMENCEMENT Page 8 of 10
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A.#lllmv1hr'Fm I I SEC. 19, T. N., R.68W.aer. 7.~.f//
i t
"M9 sbjrvFEyoRS, hyc PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
CLIENTEST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E:INTER TIMB
WWW.KINGSURVEYORS.COM DWG:N:MC T_TI CHECKED:
SA STAR
DRAWN:MCD CHECKED:SAL
EXHIBIT "D"
Page 9 of 10
PROPERTY DESCRIPTION
Exhibit F-Timberline Star Properties,LLC
(1 oft)
A parcel of land,for Utility Easement purposes,being part of that parcel of land described in that
Special Warranty Deed(S WD)recorded December 22, 1994 as Reception No.94100658 of the
records of the Latimer County Clerk and Recorder(LCCR)and being part of the Northeast Quarter
(NE 1/4)of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West
(R.68 W.)of the Sixth Principal Meridian(6m P.M.),City of Fort Collins;County of Latimer,State
of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast corner of said Section 19 and assuming the East line of said
NE 1/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00013142"East along said East line a distance of 2077.19 feet;
THENCE South 89046'18"West a distance of 55.09 feet to the beginning point of a curve,said
curve being non-tangent to aforesaid line,said point being the POINT OF BEGINNING;
THENCE along the arc of a curve which is concave to the East a distance of 12.00 feet,said curve
having a radius of 50022.50 feet,a central angle of 00°00'49"and a long chord bearing South
01007159"East a distance of 12.00 feet;
THENCE South 88e54'17"West along a line being non-tangent to aforesaid curve a distance of
56.00 feet;
THENCE North 01°05'43"West a distance of 12.00 feet;
THENCE North 88*54'17"East a distance of 55.99 feet to the POINT OF BEGINNING;
Said parcel contains 672 sq.ft.or 0.015 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best knowledge and belief.
-trp RFG�T
400 _ S
Steven A'Lundng Surveyors,Inc.
Colorado Registere tonal
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:\2004208\1egal descripdons\TIMBERLINUSTAR-LrMXfY-S-LEGAL-DESC.dm
- Last printed 4/15/2005 3:22 PM
UTILITY EASEMENT TIMBERLINE STAR PROPERTIES, LLC
EXHIBIT F NEY� SEC. 19, T.7N., R.68W.
I i NORTHEAST CORNER EXHIBIT "D"
I I SEC. 19,
of COMNCMENT Page 10 of 10
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A.lYF/fXbICd CO. I I I SEC. 19. T.7N., R.68W.
1YNG' s�RFi jORS, 11VC PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CLIDATE: :INTE/2005
EST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E HIBIT TIMB
WWW.KINGSURVEYORS.COM DWG:N:MC T_TI CHECKED:
A STAR
DRAWN:MCD CHECKED:SAL
EXHIBIT "E"
Page 1 of 4
PROPERTY DESCRIPTION
Exhibit A-Western Slope Gas Company
(1 of2)
A parcel of land,for Timberline Road Right-Of-Way,being part of that parcel of land described in
that Warranty Deed(WD)recorded September 12, 1980 in Book 2069 at Page 866 of the records of
the Latimer County Clerk and Recorder(LCCR)and being part of the Northeast Quarter(NE1/4)
of Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West(R.68W.)of the
Sixth Principal Meridian(6"P.M.),City of Fort Collins,County of Latimer,State of Colorado,and
being more particularly described as follows:
COMMENCING at the Northeast corner of said Section 19 and assuming the East line of said
NEl/4 as bearing South 00013'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00°13'42"East along said East line a distance of 1162.80 feet;
THENCE South 89*46'18"West a distance of 30.00 feet to the West Right-Of-Way(ROW)of
Timberline Road,said point being the Northeast comer of that parcel of land described in said WD,
said point also being the POINT OF BEGINNING;
THENCE South 00°13'42"East along said West ROW and along the East line of that parcel of
land described in said WD a distance of 75.00 feet to the Southeast comer of that parcel of land
described in said WD;
THENCE South 89°46'18"West along the South line of that parcel of land described in said WD a
distance of 82.40 feet to the beginning point of a curve,said curve being non-tangent to aforesaid
line;
THENCE along the arc of a curve which is concave to the West a distance of 75.02 feet,said curve
having a radius of 13929.50 feet,a central angle of 000 18'31"and a long chord bearing North
01026136"West a distance of 75.02 feet to the North line of that parcel of land described in said
WD;
THENCE North 89°46'18"East along said North line,said line being non-tangent to aforesaid
curve,a distance of 83.99 feet to the POINT OF BEGINNING;
Said parcel contains 6,237 sq.ft.or 0.143 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best of ledge and belief.
O REG,
O?°pFt1A g
S
Steven A.Lund -on urveyors,Inc.
Colorado Registered Professions
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:\2004208Vegal descriptions\WESTERN-SLOPE-GAS-ROW-LEGAL-DESC.doc
Last printed 4/15/2005 3:18 PM
RIGHT—OF—WAY EXHIBIT A WESTERN SLOPE GAS COMPANY
EXHIBIT "Es' NEY4 SEC. 19, T.7N., R.68W.
Page 2of4 (2OF2) �I
II I INORTHEAST CORNER
SEC. 19, T.7N., RAW
(POINT OF COMMENCEMENT
II I
REC.NO.JA/7 I I ! Cc)
I
II I NIW I I
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POINT OF BEGINNING i m I
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. 30' CITY OF FORT GOWNS
EASEMENT.*FOR PUBLIC USE.' m I
4' OEEST EASEMENT FOR A II I I O I
FIBER OPTIC UNE. (REC/2000082366)'�I` y
II I m t i
30' R.O.W. I i
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II I I
II I I
it I
II I
II I
II I
II I I EAST QUARTER CORNER
I I SEC. 19. T.7N., R.68W.
II I I
CURVETABLE
CURVE LENGTH RADIUS DELTA CHORD CH BEARING
C7 '0 0 1 U1 1 75,02' N 1' 6'W
LINE TABLE
LINE BEARING LENGTH
Li S '46' 3 .00'
L2 S '13' 75 0'
L3 S8 '46'1 'W
L4 8 . 3
REG,
c'rJ
50 25 0 50 c� L
Steven A. Lu of King Surveyors, Inc.
1•= 50' Colorado Registe nd Surveyor #34995
1UN�r` a5'C/liY� fNL: PROJECT 140:2O042O8
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:O4/15/2OO5
PHONE: (970) 686-5011 FAX: (970) 686-5821 CLIENT:INTERWEST
WWW.KINGSURVEYORS.COM DWG:EXHIBIT—WEST—SLOPE—GAS
DRAWN:MCD CHECKED:SAL
EXHIBIT "E"
Page 3 of 4
PROPERTY DESCRIPTION
Exhibit B-Westem Slope Gas Company
(1 of2)
A parcel of land,for Slope Easement purposes,being part of that parcel of land described in that
Warranty Dad(WD)recorded September 12, 1980 in Book 2069 at Page 866 of the records of the
Larimer County Clerk and Recorder(LCCR)and being part of the Northeast Quarter(NE1/4)of
Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West(R.68 W.)of the
Sixth Principal Meridian(6"P.M.),City of Fort Collins,County of Latimer,State of Colorado,and
being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NE 1/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00013'42"East along said East line a distance of 1162.80 feet;
THENCE South 89°46'18"West a distance of 30.00 feet to the West Right-Of--Way(ROW)of
Timberline Road,said point being the Northeast comer of that parcel of land described in said WD;
THENCE continuing South 89°46'18"West along the North line of that parcel of land described in
said WD a distance of 83.99 feet to the POINT OF BEGINNING,said point being the beginning
point of a curve,said curve being non-tangent to aforesaid line;
THENCE along the arc of a curve which is concave to the West a distance of 75.02 feet,said curve
having a radius of 13929.50 feet,a central angle of 00*18'31"and a long chord bearing South
01°26'36"East a distance of 75.02 feet to the South line of that parcel of land described in said
WD;
THENCE South 89046'18"West along said South line,said line being non-tangent to aforesaid
curve,a distance of 47.60 feet to the Southwest corner of that parcel of land described in said WD;
THENCE North 00013'42"West along the West line of that parcel of land described in said WD a
distance of 35.09 feet;
THENCE North 89°46'18"East a distance of 39.77 feet;
THENCE North 01°26'36"West a distance of 39.92 feet to said North line;
THENCE North 89°46'18"East along said North line a distance of 7.08 feet to the POINT OF
BEGINNING;
Said parcel contains 1,943 sq.ft.or 0.045 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the knowledge and belief.
°�vvHFO�T
Eiia'•.
t -' o
Steven A.Lund King Surveyors,Inc.
Colorado Registered Professional
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
.. Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:\20042Megal descriptions\WESTERN-SLOPE-GAS-SLOPE-LEGAL-DESC.doc
Lest printed 4/152005 3:18 PM
SLOPE EASEMENT EXHIBIT B WESTERN SLOPE GAS COMPANY
EXHIBIT "Elp NE14 SEC. 19, T.7N., R.68W.
Page 4of4 (2OF2) II I I I 4,
II I (NORTHEAST CORNER
SEC. 19. 17N., R.68W.
II POINT OF COMMENCEMENT
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ILL
4' OWEST EASEMENT FOR A II C I I
FIBER OPTIC UNE. (REC#2000082366)� I I A
11 I m I i
30' R.O.W. I I
II I
II I I
II I I
II I
II I
II I EAST QUARTER CORNER
SEC. 19. T.7N., R.6BW.
II I
II I I
CURVE TABLE
CURVE LENGTH I RADIUS 1 DELTA CHORD CH BEARING
Ct 13 9. '1 75.( S
LINE TABLE
LINE BEARING LENGTH
L7 S89'46'18"W 3 .00, „
L4 8 '46'1
LS 47.6 '
L6 NO01 "W 3 .09'
L7 N 39.77'
L8 N01'26' 6' 39.92'
L9 N8 '46'
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50 25 0 50 ~•2 f
Steven A. Lu of King Surveyors, Inc.
Colorado Registe
i 50'
nd Surveyor #34995
"=
.U)V6 MrRffYORS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
:INTERWESi
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWO:
WWW.KINGSURVEYORS.COM WG:EXHIBIT-WEST-SLOPE-GAS
DRAWNN::MCD CHECKED:SAL
EXHIBIT "F"
Page 1 of 11
PROPERTY DESCRIPTION
Exhibit A-Calvin C.&Lois M.Johnson
(l of 2)
A parcel of land,for Timberline Road Right-Of-Way,being part of that parcel of land described as Parcel I
in that Quit Claim Deed(QCD)recorded November 9,1987 as Reception No.87063756 of the records of
the Larimer County Clerk and Recorder(LCCR)and being part of the Northeast Quarter(NEI/4)of Section
Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West(R.68W.)of the Sixth Principal
Meridian(60 P.M.),City of Fort Collins,County of Larimer,State of Colorado,and being more particularly
described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said NEI/4 as
bearing South 00013'42"East,being a Grid Bearing of the Colorado State Plane Coordinate System,North
Zone,North American Datum 1983/92,a distance of 2652.25 feet with all other bearings contained herein
relative thereto:
THENCE South 00013'42"East along said East line a distance of 734.35 feet;
THENCE South 89046'18"West a distance of 30.00 feet to the POINT OF BEGINNING,said point being
the Southerly corner of said Parcel 1,said point also being the intersection of the Westerly Right-Of-Way
(ROW)of Timberline Road and the Easterly ROW of the Great Western Railway of Colorado(GWRC),
said point also being the beginning point of a curve,said curve being non-tangent to aforesaid line;
THENCE along the arc of a curve which is concave to the Northeast a distance of 86.07 feet,said curve
having a radius of 2814.94 feet,a central angle of 01045'07"and a long chord bearing North 37°31'08"
West a distance of 86.06 feet;
THENCE North 04022'41"West along a line being non-tangent to aforesaid curve a distance of 125.65 feet
to a Point of Curvature(PC);
THENCE along the arc of a curve which is concave to the East a distance of 161.18 feet,said curve having a
radius of 2182.00 feet,a central angle of 040 l3'56"and a long chord bearing North 02015'43"West a
distance of 161.14 feet to a Point of Tangency(PI);
THENCE North 00008145"West a distance of 91.87 feet to the Southerly line of that parcel of land
described in that Warranty Deed(WD)recorded November 29, 1984 in Book 2300 at Page 1103 of the
records of the LCCR;
The following Four(4)courses and distances are along said Southerly line:
THENCE North 80'00'33"East a distance of 34.60 feet;
THENCE South 070 10'54"East a distance of 168.85 feet;
THENCE South 00013'42"East a distance of 150.00 feet;
THENCE North 89046'18"East a distance of 12.28 feet to said Westerly ROW;
THENCE South 00*13'42"East along said Westerly ROW a distance of 134.96 feet to the POINT OF
BEGINNING;
Said parcel contains 20,212 sq.R or 0.464 acre,more or less(t),and is subject to any rights-of-way or
other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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. O He
l �e�
Steven A.Lund -on behalf of King iN+"
Colorado Registered Professional
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:\2004208Vega1 deacriptiomVOHNSON-ROW-LEGAL-DESC.doc
Last printed 4/152005 3:15 PM
"FPO RIGHT—OF—WAY EXHIBIT A CALVIN C. & LOIS M. JOHNSON
EXHIBIT F NFYa SEC. 19, T.7N., R.68W.
Page 2 of 11 j (2 OF 2) NORTHEAST CORNER '
YBBC//YOr,g2fFC0L,YAT SEC. 19, MMEN EMENT
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�E`i, p RAC SEC. 19. T.7N., R.68W.
� ENA,�S q I I I I
50 25 0 50
Steven A. ehalf of King Surveyors, Inc.
1 50'
Colorado Registered Land Surveyor #34995
�=
"XY FOR' ypW jMC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CLI E T:INTE/2005
EST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:XHIBIT d NSON
WWW.KINGSURVEYORS.COM DRAWN:MCD CHECKED:SAL
EXHIBIT "F"
Page 3 of 11
PROPERTY DESCRIPTION J
Exhibit B-Calvin C.&Lois M.Johnson
(1 of2)
A parcel of I"for Drainage Easement purposes,being part of that parcel of land described ea Parcel 1 in that Quit
Claim Deed(QCD)recorded November 9,1987 as Reception No.87063756 of the records of the Latimer County
Clerk and Recorder(LCCR)and being part of the Northeast Quarter(NEI/4)of Section Nineteen(19),Township
Seven North(T.7NJ,Range Sixty-eight West(R.68W.)of the Sixth Principal Meridian(6i°P.M.),City of Fort Collins,
County of Latimer,State of Colorado,and being more particularly described as follows:
- COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said NEIA as bearing South
00"13'42"Ent,being a Grid Bearing of the Colorado State Plane Coordinate System,North Zone,North American
Datum 1983/92,a distance of 2652.25 feet with all other bearings contained herein relative thereto:
THENCE South 00013'42"East along mid Ent line a distance of 734.35 feet;
THENCE South 89°46'18"West a distance of 30.00 fat to the Southerly comer of said Parcel 1,said point also being
the intersection of the Westerly Right-Of-Way(ROW)of Timberline Road and the Easterly ROW of the Great Western
Railway of Colorado(GWRC),said point also being the beginning point of a curve,said curve being non-tangent to
aforesaid line,
THENCE along the arc of a curve which is concave to the Northeast a distance of 86.07 feet,said curve having a radius
of 2814.94 feet,a central angle of 01045TT'and a long chord bearing North 37031'08"West a distance of 86.06 feet;
THENCE North 04022'41"West along a line being non-tangent to aforesaid curve a distance of 52.46 fact to the
POINT OF BEGINNING;
THENCE South 51013'23"West a distance of 23.38 feet;
THENCE North 38046'37'West a distance of 20.00 feet;
THENCE North 51013'23"East a distance of 34.66.feet;
THENCE North 04015'23"West a distance of 40.39 feet,
THENCE North 48029'27"West a distance of 30.02 feet;
THENCE North 41030'33"East a distance of 28.29 feet;
THENCE North 13004'11"West a distance of 74.26 feet;
- THENCE North 26"33'57'West a distance of 131.59 feet;
THENCE North 00°08'45"West a distance of 18.79 feet to the Southerly line of that parcel of land described in that
Warranty Deed(WD)recorded November 29,1984 in Book 2300 at Page 1103 of the records of the LCCR;
THENCE North 80"00'33"East along said Southerly line a distance of 60.71 fed;
THENCE South 00°08'45"East a distance of 104.62 feet;
THENCE South 26033'5T'East a distance of 32.89 feet to the beginning point of a curve,said curve being non-tangent
to aforesaid line; -
THENCE along the am of a curve which is concave to the East a distance of 116.51 fed,said curve having a radius of
2182.00 feet,a central angle of 03003'33"and a long chord bearing South 02"50'54"East a distance of 116.49 feet to a
Point of Tangency(PT);
- THENCE South 04°22'41"East a distance of 73.19 feet to the POINT OF BEGINNING;
Said parcel contains 7,310 sq.ft.or 0.168 acre,mom or leas(t),and is subject to any rights-of-way or other comments
of record or as now existing on said described parcel of land.
SURVEYOR'S CERTIFICATE
I,Steven A.Used,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 brat of my knowledge
and belief
O HcC/s�1
t0�FNA� m
�gypQS
`4-4 S
. Steven A.Lund -aki eyon,Inc.
Colorado Registered P
Land Surveyor#34995
ICING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
IN:2004208
MA2004208Vegal dncriptim\JOHNSON-DRAINAGE-LEGAL-DESC.doc
Last printed 4/152005 3:16 PM
NSON
EXHIBIT "F DRAINAGE EASEMENT EXHIBIT B CALVIN C. & L, T M. JR.68W.
NEYa SEC. 19, T.7N., R.68W.
Page 4 of 11 (2 OF 2) NORTHEAST CORNER '
/ 6GYJ.1.11GGP,fG6//4f SEC. 19,
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fJ r.l REGb}OppO�...__,• 1
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50 25 0 50
Steven A. ehalf of King Surveyors, Inc.
1.. 50' Colorado Registered Land Surveyor #34995
"ArY SbrRV 'YORS jNC PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CLIENT:
LIDATE: :INTE/2005
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E:INTERWEST
WWW.KINGSURVEYORS.COM DWG:N:MC T_JOHNSON
DRAWN:MCD CHECKED:SAL
EXHIBIT "F"
Page 5 of 11
PROPERTY DESCRIPTION 4
Exhibit C-Calvin C.&Lois M.Johnson
(1 of 3)
A parcel of land for Slope Easement purposes,being part of that percol of land described as Parcel 1 in that Quit Claim
Deed(QCD)recorded November 9,1987 ae Reception No.87063756 of the records of the Lorimer County Clerk and
Recorder(LCCR)and being part of the Northeast Quarter(NE114)of Section Nineteen(19),Township Seven North
(T.7N.),Range Sixty-eight West(R.68W.)of the Sixth Principal Meridian(6a P.M.),City of Fort Collins,County of
Lorimer,State of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the Ent line of said NEl/4 as bearing South
00013'42"Bear,being a Grid Bearing of the Colorado State Plane Coordinate System,North Zone,North American
Datum 1983/92,a distance of 2652.25 feet with all other hearings contained herein relative thereto:
THENCE South 00"13'42"East along said East line a distance of 734.35 fact;
THENCE South 89046'18"West a distance of 30.00 feet to the Southerly comer of said Parcel 1,said point also being
the intersection of the Westerly Right-Of-Way(ROW)of Timberline Road and the Easterly ROW of the Great Western
Railway of Colorado(GWRC),said point also being the beginning point of a curve,said curve being non-tangent to
aforesaid line;
THENCE along the arc of a curve which is concave to the Northeast a distance of 86.07 feet,said curve having a radius
of 2814.94 feet,a central angle of 01045'07"and a long chord bearing North 37031'08"West a distance of 86.06 feet
to the POINT OF BEGURONG;
THENCE continuing along the an:of a curve which is concave to the Northeast a distance of 19.49 feet,said curve
having a radius of 2814.94 fact,a central angle of 00022'35"and a long chord bearing North 36°27'IT'West a
distance of 18.49 fat;
THENCE North 05'00'00"West along a line being non-tangent to aforesaid curve a distance of 53.91 feet;
THENCE North 51°13'23"East a distance of 10.20 feet:
THENCE North 04015'23"West a distance of 16.39 feet;
THENCE North 28'00'00"West a distance of 22.24 feet;
THENCE North 05'00'W'West a distance of 50.08 fat;
THENCE North 12°00'00"West a distance of 83.59 fat;
THENCE North 67"00'00"West a distance of 32.33 feet;
THENCE North 00°00'00"West a distance of 26.46 fat;
THENCE North 66°00'00"East a distance of 26.58 feet;
THENCE North 12000'00"West a distance of 79.13 feet to the Southerly line of that parcel of land described in that
Warranty Dead(WD)recorded November 29,1984 in Book 2300 at Page 1103 of the records of the LCCR;
THENCE North 80000'33"East along said Southerly line a distance of 47.62 feet;
THENCE South 00008'45"East a distance of 91.87 feet to a Point of Curvature(PC);
THENCE along the arc of a curve which is concave to the East a distance of 161.18 fat,said curve having a radius of
2182.00 feet,a antral angle of 04"13'56"and a long chord bearing South Or15'43"East a distance of 161.14 feet to a
Point of Tangency(PT);
THENCE South 04022'41"East a distance of 125.65 feet to the POINT OF BEGINNING;
Said parcel contains 8,517 sq.@.or 0.196 acre,more or less(t),and is subject to any rightsoSway or other easements
of record or as now existing on said described parcel of land.
SURVEYOR'S CERTIFICATE
1,Steven A.Lend,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 beat of my knowledge
and belief.
nO REG�l
Steven A.Lund -o eyors,Inc.
Colorado Registered T
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
IN:2004208
MA2.004208Vega1 deacriptiomVOHNSON-SLOPE-LEGAL-DESC.da
Last printed 4/152005 3:16 PM
OHNSON
EXHIBIT "F SLOPE EASEMENT EXHIBIT C CALVIN E & L, T M. JR.68W.
NFya SEC. 19, T.7N., R.68W.
Page 6 of 11 / (2 OF 3) NORTHEAST CORNER'
THffC//YOFFO.PTCO/UNJ' SEC. 19, T.7N.,
POINT OF CgdMENqEWENT]AENT
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O REO�,r
SEC. 19, T.7N., R.68W.
of^`�
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50 25 0 50
- - Steven A. ehalf of King Surveyors, Inc.
Colorado Registered Land Surveyor #34995
1"— 50'
RING Sbjr?F 'YOBS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CLIDATE: -INTE/2005
WEST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E:INTERJOH
WWW.KINGSURVEYORS.COM DWG:N:MC T_JOHNSON
DRAWN:MCD CHECKED:SAL
SLOPE EASEMENT EXHIBIT C EyN SEC.C. 6; OIT 7MN.,J N R 68W.
(3 OF 3)
EXHIBIT "'F"
Page 7 of 11
LINE TABLE
.. LINE BEARING LENGTH
L7 '46' 8'
L2 *as' ' 91
L78 '0 ' 91,
Us N51 3' ' .20'
L20 4*1 ' 3' 1 9'
L21 6 100'W 4'
L22 05
L23 1 'W 83,58,
L24 N 7 -00' 3 . 5'
L25 8
L28
L27 N1 79
L28 4
CURVE TABLE
CURVE LENGTH RADIUS I DELTA 1 CHORD CH BEARING
C7 94' 01'4 '07' p
C2 161.18' 21 04 '56' 161 14' 1 '
C4 1 49' 287 ,94' 00' '35' 18. N3 7'
�Fr�j ..,•T
s
Steven A. L alf of King Surveyors, Inc.
Colorado Registered Land Surveyor #34995
KING sow;wvogs,, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
PHONE: (970) 686-5011 FAX: (970) 686-5821 CUENT:INTERWEST
WWW.KINGSURVEYORS.COM DWG:EXHIBIT—JOHNSON
DRAWN:MCD CHECKED:SAL
EXHIBIT "Ft'
Page 8 of 11
PROPERTY DESCRIPTION
Exhibit D-Calvin C.&Lois M.Johnson
(1 of4)
Two(2)parcels of land for Temporary Construction Easement purposes,being parts of that parcel
of land described as Parcel I in that Quit Claim Deed(QCD)recorded November 9, 1987 as
Reception No.87063756 of the records of the Larimer County Clerk and Recorder(LCCR)and
being part of the Northeast Quarter(NE1/4)of Section Nineteen(19),Township Seven North
(T.7N.),Range Sixty-eight West(R.68W.)of the Sixth Principal Meridian(6"P.M.),City of Fort
Collins,County of Larimer,State of Colorado,and being more particularly described as follows:
PARCEL 1
COMMENCING at the Northeast corner of said Section 19 and assuming the East line of said
NEIA as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 00013'42"East along said East line a distance of 734.35 feet;
THENCE South 89046'18"West a distance of 30.00 feet to the Southerly corner of said Parcel 1,
said point also being the intersection of the Westerly Right-Of-Way(ROW)of Timberline Road
and the Easterly ROW of the Great Western Railway of Colorado(GWRC),said point also being
the beginning point of a curve,said curve being non-tangent to aforesaid line;
THENCE along the are of a curve which is concave to the Northeast a distance of 104.56 feet,said
curve having a radius of 2814.94 feet,a central angle of 02007'42"and a long chord bearing North
37°19'50"West a distance of 104.55 feet to the POINT OF BEGINNING;
THENCE continuing along the arc of a curve which is concave to the Northeast a distance of 19.38
feet,said curve having a radius of 2814.94 feet,a central angle of 00°23'40"and a long chord
bearing North 36004'09"West a distance of 19.38 feet;
THENCE North 05000'00"West along a line being non-tangent to aforesaid curve a distance of
30.63 feet;
THENCE North 51°13'23"East a distance of 12.03 feet,said point hereinafter referred to as Point
,.A"
THENCE South 05000'00"East a distance of 53.91 feet to the POINT OF BEGINNING;
Said South parcel contains 423 sq.ft.or 0.010 acre,more or less(t),and is subject to any rights-of-
way or other easements of record or as now existing on said described parcel of land.
PARCEL 2
COMMENCING at said Point"A;"
THENCE North 05000'00"West a distance of 42.53 feet to the POINT OF BEGINNING;
THENCE North 28000'00"West a distance of 25.59 fat;
THENCE North 05°00'W'West a distance of 66.94 feet;
THENCE North 12000'00"West a distance of 33.54 feet;
THENCE North 67000'00"West a distance of 39.87 feet;
THENCE North 00000'00"West a distance of 39.58 feet;
THENCE North 66000'00"East a distance of 24.98 feet;
THENCE North 12000'00"West a distance of 71.38 feet to said Southerly line;
THENCE North 80000'33"East along said Southerly line a distance of 10.01 feet;
THENCE South 12000'00"East a distance of 79.13 feet;
THENCE South 66e00'00"West a distance of 26.58 feet;
THENCE South 00000'00"West a distance of 26.46 feet;
O REG/&Qp0...... rF
zo- S
M:\2004208Vegal descriptionsUGHNSON-TEMP-CONST-LEGAL-DESC.dw
Lest printed 4/15/2005 3:17 PM
EXHIBIT "F"
Exhibit D-Calvin C.&Lois M.Johnson Page 9 of 11
(2 of 4)
THENCE South 67°00'00"East a distance of 32.35 feet;
THENCE South 12000'00"East a distance of 83.58 feet;
THENCE South 05e00'00"East a distance of 50.08 feet to the POINT OF BEGINNING;
Said North parcel contains 2,580 sq.ft.or 0.059 acre,more or less(t),and is subject to any rights-
of-way or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best ledge and belief.
O tGrsT
! 3405
Z0— S
_ Steven A.Luttd -on "g Surveyors,Inc.
Colorado Registered Professional
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
MA2004208Vegal deacdptiomVOHNSON-TEMP-CONST-LEGAL-DESC.dw
Last printed 4/15/2005 3:17 PM
TEMPORARY CONSTRUCTION CALVIN C. & LOIS M. JOHNSON
EXHIBIT "f EASEMENT EXHIBIT D NFY4 SEC. 19, T.7N., R.68W.
Page 10 Of 11 j (3 OF 4) NORTHEAST CORNER '
T//6•C0TOFfO.fTCOlU9VX SEC. 19, T.7N., I /
POINT OF COMMENCEMENT
BLi7.f2wP.IGF/!03
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SEE SHEET 4 OF 4 FOR S PARCEL 1
LINE & CURVE TABLES I , EXISTING
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gtti/ SEC. 19, T.7N., R.68W.
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50 25 0 50
Steven A. Behclf of King Surveyors, Inc.
1 50'
Colorado Registered Land Surveyor #34995
`=
RING SbRr ffY09S, INC. PROJECT N0:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
CLIENT:INTERWEST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:EXHIBIT—JOHNSON
WWW.KINGSURVEYORS.COM DRAWN:MCD CHECKED:SAL
TEMPORARY EASEMENT RUCTION EXHIBIT D CALVIN C. & LOIS M. JOHNSON
NFY4 SEC. 19, T.7N., R.68W.
(4 OF 4)
EXHIBIT "F`
Page 11 of 11
LINE TABLE
LINE BEARING LENGTH
L7 '46'1 'W
L18 S05'00'00'E 1'
L22 S05,00,001E
L23 1 '00'00'E
L24 7 3 . '
. - L25 '00' 'W
L28 6'00'00'W 8 8'
L27 S1 9.1 '
L29 05'00'
L30 N '00'00'W 30.63'
L31 5 13'2 ' 1 .03'
L32 N 8'00'0 'W
L33 NOS '0
L34 N12'00' 'W
L35 67'00' 7'
L36 NO 9. 8'
L37 N6 '0 ' 4.9 '
- L38 N1 0'00'
L39 N '00'3
CURVE TABLE
CURVE LENGTH RADIUS _DELTA 1 CHORD CH BEARING
C5 1 19. 4 4' 8' N36-04.09-W
CB 104.56' 1 2814.94' 02*07'4 ' 104.5 ' 1 N37*19'50"W
R.....
50 25 0 50 7
Steven A. Lund—On a hr of King Surveyors, Inc.
1•= 50'
Colorado Registered Land Surveyor #34995
RING SMWT.VORS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CUENDATE:0INTERW005
EST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E HIBIT JOH
WWW.KINGSURVEYORS.COM DWO:N:MC T_JOHNSON
DRAWN:MCD CHECKED:SAL
EXHIBIT "G"
Page 1 of 10
PROPERTY DESCRIPTION
Exhibit A-Terry J.Keating
(l of 3)
A parcel of land,for Slope Easement purposes,being part of that parcel of land described in that Warranty
Deed(WD)recorded December 16, 1997 as Reception No.97084062 of the records of the Latimer County
Clerk and Recorder(LCCR),located in the Northeast Quarter(NE1/4)of Section Nineteen(19),Township
Seven North(T.7N.),Range Sixty-eight West(R.68W.)of the Sixth Principal Meridian(6'P.M.),City of
Fort Collins,County of Latimer,State of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said NE114 as
bearing South 00013'42"East,being a Grid Bearing of the Colorado State Plane Coordinate System,North
Zone,North American Datum 1983/92,a distance of 2652.25 feet with all other bearings contained herein
relative thereto:
THENCE South 89000'21"West along the North line of said NE1/4 a distance of 420.22 feet;
THENCE South 00059'39"East a distance of 62.00 feet to the Southerly Right-Of-Way(ROW)of Prospect
Road,said point being the Northwest comer of that parcel of land described in said WD,said point also
- lying on the Easterly ROW of the Great Westem Railway of Colorado(GWRC),said point also being the
POINT OF BEGINNING;
The following Three(3)courses and distances are along said Southerly ROW and the Westerly ROW of
Timberline Road,said ROW also being the Northerly line of that parcel of land described in said WD:
THENCE North 89000'21"East a distance of 220.52 feet;
THENCE South 80'39'39"East a distance of 71.68 feet;
THENCE South 27049'42"East a distance of 47.71 feet;
THENCE South 00050'47'East a distance of 2.85 feet to the Southeasterly line of that parcel of land
described in said WD;
THENCE South 51°58'19"West along said Southeasterly line a distance of 47.57 feet;
THENCE North 00008'45"West a distance of 39.44 feet;
THENCE North 50055'35"West a distance of 33.43 feet;
THENCE South 88°59'00"West a distance of 239.10 feet to said Easterly ROW of the GWRC,said point
being the beginning point of a curve,said curve being non-tangent to the aforesaid line;
- THENCE along said Easterly ROW of the GWRC and along the arc of a curve which is concave to the
Northeast a distance of 28.11 feet,said curve having a radius of 2814.94 feet,a central angle of 0034'19"
. and a long chord bearing North 22054'56"West a distance of 28.11 feet to the POINT OF BEGINNING;
Said parcel contains 8,830 sq.1L or 0.203 acre,mare or less(t),and is subject to any rights-of-way or other
easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true and correct to the
best of my knowledge and
REG�T
CYQ�G
- s
Steven A.Lund -on eyors,Inc.
Colorado Registered Pro e
Land Surveyor#34995
XING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
]N:2004208
M:\2004208Vegal dewriptiom\KEATING-SLOPE-LEGAL-DESC-RI.doc
Last printed 4/152005 3:12 PM
SLOPE EASEMENT EXHIBIT A TERRY , KEATING
1
NEY4 SEC. 19, T.7N., R.68W.
BASIS OF BEARINGS: S00'13'42"E 2652.25' EXHIBI
Page 2 of 10
TIMBERMEROAD
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50 25 0 50
Steven A. Lund King Surveyors, Inc.
Colorado Registere Surveyor #34995
1"= 50'
ATM! SbBr IE'YOBS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
CUENEST
PHONE: (970) 685-5011 FAX: (910) 686-5821 DWG:E HIBIT KEA
WWW.KINGSURVEYORS.COM DWG:N:MCT_KEATING
- DRAWN:MCD CHECKED:SAL
SLOPE EASEMENT EXHIBIT A TERRY J. KEATING
NEY4 SEC. 19, T.7N., R.68W.
(3 OF 3) EXHIBIT"wl
Page 3 of 10
LINE TABLE
LINE BEARING LENGTH
L1 6 ,
L2 0'39' 9' 7
L3 S27'49'4 ' 4 .7 '
L4 '47' 85'
L5 'S51'58'19'W 4
L6 N00'OB'45'W 3 .44'
L7 50'5 ' 5'W
CURVE TABLE
CURVE LENGTH RADIUS DELTA CHORD CH BEARING
Cl 1 28.11' 1 2814.94'128EN A
.11' N22 4'56'W
Steven A. LundzWpQjfflP0lbf King Surveyors, Inc.
Colorado Registered and Surveyor #34995
"A7(r'' SbBr fTYORS, L)VC PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
EST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E HIBIT KEA
WWW.KINGSURVEYORS.COM DWG:N:MC T_KE CHECKED:
DRAWN:MCD CHECKED:SAL
EXHIBIT "G"
Page 4 of 10
PROPERTY DESCRIPTION
Exhibit B-Terry J.Keating
(1 oft)
A parcel of land,for Pedestrian Easement purposes,being part of that parcel of land described in
that Warranty Deed(WD)recorded December 16, 1997 as Reception No.97084062 of the records
of the Larimer County Clerk and Recorder(LCCR),located in the Northeast Quarter(NE 1/4)of
Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West(R.68W.)of the
Sixth Principal Meridian(6"P.M.),City of Fort Collins,County of Latimer,State of Colorado,and
being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NEl/4 as bearing South 00°13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 89°00'21"West along the North line of said NEl/4 a distance of 420.22 feet;
THENCE South 00°59'39"East a distance of 62.00 feet to the Southerly Right-Of-Way(ROW)of
Prospect Road,said point being the Northwest corner of that parcel of land described in said WD,
said point also lying on the Easterly ROW of the Great Western Railway of Colorado(GWRC),
said point also being the beginning point of a curve,said curve being non-tangent to aforesaid line;
THENCE along the arc of a curve which is concave to the Northeast a distance of 206.98 feet,said
curve having a radius of 2814.94 feet,a central angle of 04012'47"and a long chord bearing South
24°44'10"East a distance of 206.93 feet to the POINT OF BEGINNING;
THENCE North 630 17'25"East along a line being non-tangent to aforesaid curve a distance of
62.59 feet;
THENCE North 75026'29"East a distance of 53.00 feet to the Southeasterly line of that parcel of
land described in said WD;
THENCE South 51058'19"West along said Southeasterly line a distance of 116.38 feet to said
Easterly ROW of the GWRC,said point being the Southerly comer of that parcel of land described
in said WD,said point also being the beginning point of a curve,said curve being non-tangent to
aforesaid line;
THENCE along the arc of a curve which is concave to the Northeast a distance of 34.00 feet,said
curve having a radius of 2814.94 feet,a central angle of 00°41'31"and a long chord bearing North
27011'19"West a distance of 34.00 feet to the POINT OF BEGINNING;
Said parcel contains 2,293 sq.ft.or 0.053 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the best o Re edge and belie .
.G/Sl
5— s
Steven A.Lund -on eyors,Inc.
Colorado Registered Pro ionals'
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:\2004208Vegal desctipfiom\KEATING-PEDESTRIAN-RI-LEGAL-DESC.dw
Last printed 4/15/2005 3:14 PM
PEDESTRIAN EASEMENT EXHIBIT B TERRY J. KEATING
NEYs SEC. 19, T.7N., R.68W.
BASIS OF BEARINGS: S00-13'42-E 2652.25 EXHI
` Page 5 of 1
TIMBERMVEROAD
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50 25 0 50
Steven A. Lund On Be urveyors, Inc.
1"= 50' Colorado Registered Land u eyor #34995
EYING Sllld!'�'YORS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
PHONE: (970) 686-5011 FAX: (970) 686-5821 CLIENT.INTERWEST
WWW.KINGSURVEYORS.COM DWG:EXHIBIT—KEATING
DRAWN:MCD CHECKED:SAL
EXHIBIT "G"
Page 6 of 10
PROPERTY DESCRIPTION
Exhibit C-Terry J.Keating
(1 of2)
A parcel of land,for Timberline Road Right-Of-Way,being part of that parcel of land described in
that Warranty Deed(WD)recorded December 16, 1997 as Reception No.97084062 of the records
of the Larimer County Clerk and Recorder(LCCR),located in the Northeast Quarter(NE1/4)of
Section Nineteen(19),Township Seven North(T.7N.),Range Sixty-eight West(R.68W.)of the
Sixth Principal Meridian(6t°P.M.),City of Fort Collins,County of Larimer,State of Colorado,and
being more particularly described as follows:
COMMENCING at the Northeast comer of said Section 19 and assuming the East line of said
NE1/4 as bearing South 00'13'42"East,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2652.25 feet with
all other bearings contained herein relative thereto:
THENCE South 89e00'21"West along the North line of said NEl/4 a distance of 420.22 feet;
THENCE South 00059'39"East a distance of 62.00 feet to the Southerly Right-Of-Way(ROW)of
Prospect Road,said point being the Northwest comer of that parcel of land described in said WD,
said point also lying on the Easterly ROW of the Great Western Railway of Colorado(GWRC);
The following Three(3)courses and distances are along said Southerly ROW and the Westerly
ROW of Timberline Road,said ROW also being the Northerly line of that parcel of land
described in said WD:
THENCE North 89000'21"East a distance of 220.52 feet;
THENCE South 80°39'39"East a distance of 71.68 feet;
THENCE South 27049'42"East a distance of 47.71 feet to the POINT OF BEGINNING;
THENCE continuing South 27°49'42"East along said Westerly ROW a distance of 2.31 feet to the
Easterly comer of that parcel of land described in said WD;
THENCE South 51°58'19"West along the Southeasterly line of that parcel of land described in
said WD a distance of1.32 feet;
THENCE North 00°50'47"West a distance of 2.85 feet to the POINT OF BEGINNING;
Said parcel contains 1.5 sq.&or 0.003 acre,more or less(t),and is subject to any rights-of-way or
other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and cornet to the bO�e'gstO� owledge and belief.
3 s
Steven A.Lund g Surveyors,Inc.
Colorado Registere- d r atonal
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
MA2004208Vega1 descriptim\KEATTNG-ROW-LEGAL-DESC.doc
Last printed 4/152005 3:14 PM
TERY J.
RIGHT—OF—WAY EXHIBIT C NEX SEC• 19, T.NTINR.68W.
BASIS OF BEARINGS: S00'13'42"E 2652.25' EXHIBk
1 Page 7 of 10
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Steven A. Lund—On Be Surveyors, Inc.
1"= 50'
Colorado Registered Land Surveyor #34995
LYING SUIIT'EYORS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CLIDATE T:INTE/2005
ST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:XHIBE7 KEEATING
WWW.KINGSURVEYORS.COM DRAWN:MCD CHECKED:SAL
EXHIBIT "G"
Page 8 of 10
PROPERTY DESCRIPTION
Exhibit D-Terry J.Keating
(1 of3)
A parcel of land,for Temporary Construction Easement purposes,being part of that parcel of land described in that
Warranty Dead(WD)recorded December 16,1997 as Reception No.97094062 of the records of the Latimer County
Clark and Recorder(LCCR),located in the Northeast Quarter(NE1/4)of Section Nineteen(19),Township Seven
North(T.7N.),Range Sixty-eight West(R.68W.)of the Sixth Principal Meridian(6a P.M.),City of Fort Collins,
County of Larimer,State of Colorado,and being more particularly described as follows:
COMMENCING at the Northeast coma of said Section 19 and assuming the East line of said NEIM as bearing South
00°13'42"East,being a Grid Bearing of the Colorado State Plane Coordinate System,North Zone,North American
Datum 1983/92,a distance of 2652.25 feet with all other hearings contained herein relative thereto:
THENCE South 89000'21"West along the North line of said NEIA a distance of 420.22 feet;
THENCE South 00 59'39"Ent a distance of 62.00 feet to the Southerly Right-Of-Way(ROW)of Prospect Road,mid
point being the Northwest comer of that pastel of land described in said WD,said point also lying on the Easterly
ROW of the Grant Western Railway of Colors&(GWRC);
The following Three(3)courses and distances are along said Southerly ROW and the Westerly ROW of Timberline
Road,said ROW also being the Northerly line of that parcel of land described in said WD:
THENCE North 89"00'21"Ent a distance of 220.52 feel;
THENCE South 80°39'39"East a distance of 71.68 feet;
THENCE South 2r49'42"Ent a distance of 47.71 fat;
THENCE South 00050'47"Ent a distance of 2.85 feet to the Southeasterly line of that parcel of land described in said
WD;
THENCE South 51058'W'Wealalong said Southeasterly line a distance of 47.57 feet,said point being the POINT
OF BEGINNING;
THENCE South 51058'19"Want along said Southeasterly line a distance of 19.00 feet;
THENCE North 00008'45"West a distance of 47.00 fat;
THENCE North 44049'15"West a distance of 2829 feel;
THENCE South 88059'00"West a distance of 229.00 feet to mid Easterly ROW of the GWRC,said point being the
beginning point of a curve,said curve being non-tangent to aforesaid line;
THENCE along the arc of a curve which is concave to the Northeast a distance of 5.40 fmt,aid curve having a radius
of 2814.94 feet,a central angle of 00006'36"and a long chord baring North 23015'24"War a distance of 5.40 feet to
a point of departure from aforesaid curve;
THENCE North 88059'00"Ent along a line being non-tangent to aforesaid curve a distance of 239.10 feet;
THENCE South 50"55'35"East a distance of 33.43 fat;
THENCE South 00008'45"Eat a distance of 39.44 feet to the POINT OF BEGINNING;
Said TCE contains 2,169 sq.fL or 0.050 acre,more or pas(t),and is subject to any rights-of-way or other eamments
of record or as now existing on said described parcels of land.
SURVEYOR'S CERTIFICATE
I,Steven A.Lund,a Colorado Registered Profeaional Land Surveyor do hereby state that this Property Description
-was prepared under my ' ion and checking,and that it is true and correct to the beat of my knowledge
and belief.
S o:��NA` �* \
y - s
Steven A.Lund -oaxPloleyors,Inc.
Colorado Registered Profssno
Land Surveyor#34995
LONG SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)696.5011
JN:2004208
MA2004208Uegal descripdom\KEATING-TEMP-CONST-LEGAL-DESC-RI.dm
Last printed 4/15/2005 3;13 PM
TERRY J.
TEMPORARY CONSTRUCTION EXHIBIT D NEYs SEC. 19, T.NTIN
EASEMENT R.68W.
I BASIS OF BEARINGS: S00'13'42'E 2652.25' EXHIBf -
Page 9 of 10
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Steven A. Lund—On Beh rveyors, Inc.
Colorado Registered Land Sur yor 034995
1"= 50'
Xf�I(r SUfj�'i]/�RS hArL; PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
EST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E HIBIT KEA
WWW.KINGSURVEYORS.COM DWG:N:MC T_KE CHECKED:
DRAWN:MCD CHECKED:SAL
TEWORAREMENTTRUCTION EXHIBIT D TERRY J. KEATING
NEY4 SEC. 19, T.7N., R.68W.
(3 OF 3)
EXHIBIT" G`
Page 10 of 10
LINE TABLE
LINE BEARING LENGTH
L1
L2 8
L3 74 47.71
.. L4 0. 7.
LS 'S '1 ' 47 7'
L6 B00 '45' 39. '
L7 50 '35'
L8 N44'49'15'W 8'
L9 q8'4
L71 '58'19•
CURVE TABLE
CURVE I LENGTH IRADRIS DELTA CHORD CH BEARING
C2 1 5. 3490
't z0 - s
s
Steven A. Lund-0114601fflfrw King Surveyors, Inc.
Colorado Registered Land Surveyor #34995
�N�r a5'V!i/Gl QlIS 1NC: PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CUENDATE:0INTERW 005
EST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E HIBIT KEA
TING
WWW.KINGSURVEYORS.COM DWG:N:MC T_KE CHECKED:
DRAWN:MCD CHECKED:SAL
EXHIBIT "H"
Page 1 of 6
PROPERTY DESCRIPTION
Exhibit A-BMC Assets,Inc.
(1 of2).
A parcel of land,for Timberline Road and Prospect Road Rights-Of-Way,being part of Lot One(1),
Prospect-Timberline P.U.D.,First Filing recorded February 13, 1979 as Reception No.292965 of the
records of the Larimer County Clerk and Recorder(LCCR),located in the Southwest Quarter(SW 1/4)of
Section Seventeen(17),Township Seven North(T.7N.),Range Sixty-eight West(R.68 W.)of the Sixth
Principal Meridian(66 P.M.),City of Fort Collins,County of Larimer,State of Colorado,and being more
particularly described as follows:
COMMENCING at the Southwest comer of said Section 17 and assuming the West line of said SW 1/4 as
bearing North 00008'45"West,being a Grid Bearing of the Colorado State Plane Coordinate System,North
Zone,North American Datum 1983192,a distance of 2652.33 feet with all other bearings contained herein,
relative thereto:
THENCE North 00008'45"West along said West line a distance of 113.07 feet;
THENCE North 89051'15"Best a:distance of 6.00 feet to the East Right-of-Way(ROW)of said Timberline
Road,said point being the POINT OF BEGINNING;
THENCE continuing North 89051'15"East a distance of 5.00 feet;
THENCE South 00*08'45"East along a line 5.00 feet East of and parallel with said Best ROW a distance of
11.05 feet; -
THENCE South 53054'30"East a distance of 23.78 feet;
THENCE North 80048'09"East a distance of 3.00 feet;
THENCE South 09008'38"East a distance of 7.74 feet to the beginning point of a curve,said curve being
non-tangent to aforesaid line;
THENCE along the arc of a curve which is concave to the North a distance of 40.26 feet,said curve having
a radius of 2276.00 feet,a central angle of 01000'49"and a lohg chord bearing North 80028'22"East a
distance of 40.26 feet to a Point of Reverse Curvature(PRC);
THENCE along the arc of a curve which is concave to the South a distance of 30.86 feet,said curve having
a radius of 108.00 feet,a central angle of 16022'16"and a long chord bearing North 88009'06"East a
distance of 30.75 feet to a PRC;
THENCE along the arc of a curve which is concave to the North a distance of 25.06 feet,said curve having
a radius of 93.00 feet,a central angle of 15e26'16"and a long chord bearing North 88037'06"East a
distance of 24.98 feet to the North ROW of said Prospect Road;
The following Three(3)courses and distances are along said North ROW and said East ROW:
THENCE South 79047'45"West along a line being non-tangent to aforesaid curve a distance of 95.90 feet
to a Point of Curvature(PC);
THENCE along the arc of a curve which is concave to the Northeast a distance of 43.66 feet,said curve
having a radius of 25.00 feet,a central angle of 100003'31"and a long chord bearing North 50°10'30"West
a distance of 38.32 feet to a Point of Tangency(PT);
THENCE North 00008'45"West a distance of 16.40 feet to the POINT OF BEGINNING;
Said parcel contains 1,173 sq.fL or 0.027 acre,more or less(t),and is subject to any rights-of-way or other
easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true and correct to the
best of my knowledge an
�00 REO�r
Steven A.Lund -o - ors,Inc.
Colorado Registered P
_. Land Surveyor#34995
KING.SURVEYORS,INC.
9299 Eastman Park Drive _
Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:\20042QINegal dacriptionstBMC-ROW-LEGAL-DESC.doc
Lest printed 4/1512005 3:10 PM
„ RIGHT—OF—WAY EXHIBIT A BMC ASSETS, INC.
EXHIBIT H sH4'4 SEC. 17, T.7N., RsaW.
Page 2 of 6 1 , I
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Steven A. "If of King Surveyors, Inc.
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Colorado Re and Surveyor #34995
"MY MR;TYORS, -011C' PROJECT 140:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, .CO 80550 DATE:04/15/2005
CLIENT:INTERWEST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:EXHIBIT—BMC
WWW.KiNGSURVEYORS.COM DRAWN:MCD CHECKED:SAL
EXHIBIT "H"
Page 3 Of-6
PROPERTY DESCRIPTION
Exhibit B-BMC Assets,Inc.
(l of 2)
A parcel of land,for Temporary Construction Easement purposes,being part of Lot One(1),Prospect-
Timberline P.U.D.,First Filing recorded February 13,1979 as Reception No.292965 of the records of the
Latimer County Clerk and Recorder(LCCR),located in the Southwest Quarter(SW 1/4)of Section
Seventeen(17),Township Seven North(T.7N.),Range Sixty-eight West(R.68W.)of the Sixth Principal
Meridian(616 P.M.),City of Fort Collins,County of Latimer,State of Colorado,and being more particularly
described as follows:
COMMENCING at the Southwest comer of said Section 17 and assuming the West line of said SW IA as
bearing North 00008'45"West,being a Grid Bearing of the Colorado State Plane Coordinate System,North
Zone,North American Datum 1983/92,a distance of 2652.33 feet with all other bearings contained herein
relative thereto:
THENCE North 00008'45"West along said West line a distance of 113.07 feet;
THENCE North 8905 1'15"East a distance of 11.00 feet;
THENCE South 00008'45"East along a line 5.00 feet East of and parallel with the East Right-of-Way
(ROW)of Timberline Road a distance of 5.57 feet,said point being the POINT OF BEGINNING;
THENCE North 89°51'15"East a distance of 126.26 feet;
THENCE South 00008'45"East a distance of 17.37 feet to the North ROW of Prospect Road;
THENCE South 79047'45"West along said North ROW a distance of 7.58 feet to the beginning point of a
curve,said curve being non-tangent to aforesaid line;
THENCE along the arc of a curve which is concave to the North a distance of 25.06 feet,said curve having
a radius of 93.00 feet,a central angle of 15026'16"and a long chord bearing South 88037'06"West a
distance of 24.98 feet to a Point of Reverse Curvature(PRC);
THENCE along the are of a curve which is concave to the South a distance of 30.86 feet,said curve having
a radius of 108.00 feet,a central angle of 16°22'16"and a long chord bearing South 88009'06"West a
distance of 30.75 fat to a PRC;
THENCE along the arc of a curve which is concave to the North a distance of 40.26 feet,said curve having
a radius of 2276.00 feet,a central angle of 01 000'49"and a long chord bearing South 80028'22"West a
- - distance of40.26 feet;
THENCE North 09"08'38"West along a line being non-tangent to aforesaid curve a distance of 7.74 feet;
THENCE South 80048'09"West a distance of 3.00 feet;
THENCE North 53054'30"West a distance of 23.78 feet to a point being 5.00 feet East of,as measured at a
right angle,said East ROW;
- THENCE North 00008'45"West along a line 5.00 East of and parallel with said East ROW a distance of
5.48 feet to the POINT OF BEGINNING;
Said parcel contains 2,463 sq.ft.or 0.057 acre,more or less(t),and is subject to any rights-of-way or other
easements of record or as now existing on said described parcel of land.
- SURVEYOR'S 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 checking,and that it is true and correct to the
best of my knowledge and be t-
'L{
V
Steven A.Lund -on behalf ors,Inc.
Colorado Registered Professional -
- Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
_ (970)686-5011
JN:2004208
Md2004208Vegal descriptiomlBMC-TEMP-CONST-LEGAL-DESC.doe .
Last printed 4/15/2005 3:1I PM
TEMPORARY CONSTRUCTION BMC ASSETS, INC.
EXHIBIT "H" EASEMENT EXHIBIT B SWY4 SEC. 17, T.7N., R.68W.
Page.4 of 6 I 1 I
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Steven A.A. 'AO
ff of King Surveyors, Inc.
Colorado Registere Land Surveyor f�34995
1"= 50'
TYog SbrRYEYORS, IMC PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
CLIENTPHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E:INTERWEST
' WG:EXHIBIT_BMC
WWW.KINGSURVEYORS.COM DRAWN:MCD CHECKED:SAL
EXHIBIT "H"
Page 5 of 6
PROPERTY DESCRIPTION
Exhibit C-BMC Assets,Inc.
(1 oft)
A parcel of land,for Utility Easement purposes,being part of Lot One(1),Prospect-Timberline P.U.D.,First
Filing recorded February 13,1979 as Reception No.292965 of the records of the Larimer County Clerk and
Recorder(LCCR),located in the Southwest Quarter(SW I/4)of Section Seventeen ji 7),Township Seven
North(T.7N.),Range Sixty-eight West(R.68W.)of the Sixth Principal Meridian(6 P.M.),City of Fort
Collins,County of Larimer,State of Colorado,and being more particularly described as follows:
COMMENCING at the Southwest comer of said Section 17 and assuming the West line of said SWIM as
bearing North 00008'45"West,being a Grid Bearing of the Colorado State Plane Coordinate System,North
Zone,North American Datum 1983/92,a distance of 2652.33 feet with all other bearings contained herein
relative thereto:
THENCE North 00009'45"West along said West line a distance of 113.07 feet;
THENCE North 89051'15"East a distance of 11.00 fat;
THENCE South 00008'45"East along a line 5.00 feet East of and parallel with the East Right-of-Way
(ROW)of Timberline Road a distance of 11.05 fat;
THENCE South 53054'30"East a distance of 23.78 feet;
.: THENCE North 80048'09"East a distance of 3.00 fat to the POINT OF BEGINNING;
THENCE North 80051'22"East a distance of 10.00 feet; -
THENCE South 09'08'38"East a distance of 7.74 fat to the beginning point of a curve,said curve being
non-tangent to aforesaid line;
THENCE along the are:of a curve which is concave to the North a distance of 10.00 feet,said curve having
a radius of 2276.00 feet,a central angle of 00°15'06"and a long chord bearing South 80°51'14"West a
distance of 10.00 feet;
THENCE North 09008'38"West along a line being non-tangent to aforesaid curve a distance of 7.74 fat to
the POINT OF BEGINNING;
Said parcel contains 77 sq.ft.or 0.002 acre,more or less(t),and is subject to any rights-of-way or other
easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true and correct to the
best of my knowledg ® r C T
o ryEhl R.
Steven A.Lund -on urveyors,Inc.
Colorado Registered Professional
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
- Windsor,Colorado 80550 -
(970)686-5011
3N:2004208
M:\2004208\legal deacriptions\BMC-UTILITY-LEGAL-DESC.dm
Last printed 4/15/2005 3:11 PM
UTILITY EASEMENT EXHIBIT C BMC ASSETS, INC.
EXHIBIT 'OH" SWY4 SEC. 17, T.7N., R.68W.
Page 6 of fi I 1
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----------------------------
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——— ———————————————————————
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50 25 0 50 '` Z
Steven A. Lu olf of King Surveyors, Inc.
1»- 50' Colorado Registered Land Surveyor #34995
KING SIlR1L'YORS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CLIENT:
LIDATE: :INTE/2005
PHONE: (970) 686-5011 FAX: (970 686-5821 DWG:E:INTERWEST
) DWG:EXHIBIT_BMC
WWW.KINGSURVEYORS.COM DRAWN:MCD CHECKED:SAL
EXHIBIT 66
1"
Page 1 of 6
PROPERTY DESCRIPTION
Exhibit A-H.Thomas Bath
(1 of2)
Two parcels of land,for Timberline Road and Prospect Road Rights-Of-Way,being parts of that parcel of land
described in that Warranty Deed(WD)recorded June 13,2003 as Reception No.20030072966 of the records of the
Larimer County Clerk and Recorder(LCCR),located in the Southeast Quarter(SEl/4)of Section Eighteen(18),
Township Seven North(T.7N.),Range Sixty-eight West(R:68W.)of the Sixth Principal Meridian(&P.M.),City of
Fort Collins,County of Larima,State of Colorado,and being more particularly described as follows:
East Parcel
COMMENCING at the Southeast comer of said Section 18 and assuming the South line of said SEIA as bearing
South 89100'21"West,being a Grid Bearing of the Colorado State Plane Coordinate System,North Zone,North
American Datum 1983/92,a distance of 2646.52 feet with all other bearings contained herein relative thereto:
THENCE South 89"00'21"West along said South line a distance of 99.26 fat;
THENCE North 00°59'39"West a distance of 50.50 fat to the intersection of the North Right-of-Way(ROW)of said
Prospect Road and the West ROW of said Timberline Road,said point being the POINT OF BEGINNING;
THENCE South 89°00'21"West along said North ROW a distance of 13.09 feet to the beginning point of a curve,said
curve being non-tangent to aforesaid line,said point hereinafter referred to as point"A;'
THENCE along the arc of a curve which is concave to the Northwest a distance of 20.24 fat,said curve having a
radius of 17.00 fat,a central angle of 680 12'26"and a long chord bearing North 33057'28"East a distance of I9.06
- feet to a Point of Tangency(PT),said point being 2.40 fat,ae measured at a right angle,West of said West ROW;
THENCE North 00'08'45"West along a line being 2.40 fat West of and parallel with said West ROW a distance of
4.74 feet;
THENCE South 8905 1'15"West a distance of 5.00 feet;
THENCE North 00*08'45"West a distance of 5.00 feet;
THENCE North 89°51'15"East a distance of 5.00 fat to a point being 2.40 fat,as measured at a right angle,West of
said West ROW;
THENCE North 00°08'45"West along a line being 2.40 feet West of and parallel with said West ROW a distance of
12.64 feet;
THENCE North 89"51'15"East a distance of 2.40 feet to said West ROW;
THENCE South 00°08'45"East along said West ROW a distance of 37.97 fat to the POINT OF BEGINNING;
Said parcel contains 162 sq.R or 0.004 acre,more or less(t),and is subject to any rights-of-way or other casements of
record or as now existing on said described parcel of land.
West Parcel
COMMENCING at said point"A;'
THENCE South SP00'21"West along said North ROW a distance of 27.70 fat to the POINT OF BEGINNING;
THENCE continuing South 89000'21"West along said North ROW a distance of 21.17 feet;
THENCE North 00°59'39"West a distance of 5.00 fat;
THENCE North 89°00'2I"East a distance of 11.17 fat;
THENCE North 00*59*39"West a distance of 12.00 feet;
THENCE North 89°00'21"East a distance of 10.00 fat;
THENCE South 00059'39"East a distance of 17.00 fat to the POINT OF BEGINNING;
Said pamel contains 226 sq.ft.or 0.005 acre,more or less(t),and is subject to any rights-of-way or other easements of
record or as now misting on said described parcel of land.
SURVEYOR'S CERTIFICATE
I,Steven A.Lord,a Colorado Registered Professional Land Surveyor do hereby state that this Property Description
was prepared under my personal au ervlsion and checking,and that it is we and correct to the best of my knowledge
and belief OHeO/
"A. S,�
3� — 5
Steven A.Lund -on K q ors,Inc.
Colorado Registered >¢
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
JN:2004208
M:@004208Vegal dmcriptions\BATH-ROW-LEGAL-DESC.doc
Last printed 4/15/2005 3:08 PM
,t n' RIGHT—OF—WAY EXHIBIT A E . BATH
EXHIBIT I SFY4 SEC..H. 18, TJN., R.68W.
Page 2 of 6 -- - - ----
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50 25 0 50
Steven A. L Ka- f of King Surveyors, Inc.
Colorado 1"= 50' Registerre`�` and Surveyor #34995
KING sbrRFEYORS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 CLIENT:
LIDATE: :INTE/2005
EST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:E HIBIT BAT
WWW.KINGSURVEYORS.COM DWG:N:MCT_BATH
DRAWN:MCD CHECKED:SAL
EXHIBIT 99
1"
Page 3 of 6
PROPERTY DESCRIPTION LL
Exhibit B-H.Thomas Bath
(1 of4)
Two parcels of land,for Temporary Construction Easement purposes,being parts of those two
parcels of land described in those Warranty Deeds(WD)recorded June 13,2003 as Reception No.
20030072966 and recorded December 16, 1997 as Reception No.97084144 of the records of the
Larimer County Clerk and Recorder(LCCR),both parcels being located in the Southeast Quarter
(SEI/4)of Section Eighteen(18),Township Seven North(T.7N.),Range Sixty-eight West
(R.68 W.)of the Sixth Principal Meridian(6"P.M.),City of Fort Collins,County of Larimer,State
of Colorado,and being more particularly described as follows:
South Parcel
COMMENCING at the Southeast comer of said Section 18 and assuming the South line of said
SEIA as bearing South 89000'21"West,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2646.52 feet with
all other bearings contained herein relative thereto:
THENCE South 89°00'21"West along said South line a distance of 99.26 feet;
THENCE North 00059'39"West a distance of 50.50 feet to the intersection of the North Right-of-
Way(ROW)of Prospect Road and the West ROW of Timberline Road;
THENCE South 89°00'21"West along said North ROW a distance of 13.09 feet to the POINT OF
BEGINNING;
THENCE continuing South 89°00'21"West along said North ROW a distance of 27.70 feet;
THENCE North 00°59'39"West a distance of 15.46 feet;
THENCE North 89°00'21"East a distance of 26.02 feet;
THENCE North 00°08'45"West a distance of 41.23 feet;
THENCE North 89°51'15"East a distance of 15.00 feet to said West ROW,said point hereinafter
referred to as point"A;"
THENCE South 00°08'45"East along said West ROW a distance of 18.50 feet;
THENCE South 89*51'l5"West a distance of 2.40 feet;
THENCE South 00008'45"East a distance of 12.64 feet;
THENCE South 89°51'15"West a distance of 5.00 feet;
THENCE South 00°08'45"East a distance of 5.00 feet;
THENCE North 89*51'15"East a distance of 5.00 feet;
THENCE South 00°08'45"East a distance of 4.74 feet to a Point of Curvature(PC);
THENCE along the are of a curve which is concave to the Northwest a distance of 20.24 feet,said
curve having a radius of 17.00 feet,a central angle of 680 12'26"and a long chord bearing South
33057'28"West a distance of 19.06 feet to the POINT OF BEGINNING;
Said parcel contains 1,087 sq.ft.or 0.025 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
North Parcel
COMMENCING at said point"A;"
THENCE North 00°08'45"West along said West ROW a distance of 230.57 feet to the POINT
OF BEGINNING;
THENCE South 89*51'15"West a distance of a distance of 28.00 feet;
THENCE North 00°08'45"West a distance of 84.48 feet;
THENCE North 89051'l5"East a distance of 6.98 feet;
THENCE North 00008'45"West a distance of 336.47 feet to the North line of said parcel of land
described in that WD with Reception No.97084144;
THENCE North 88055'04"East along said North line a distance of 21.02 feet to said West ROW;
Apo REG/ .
p. pE.NA ,.
9 1 1OTR�WWIT
4� ZQ
M:12004208Vegal descriptions\BATH-TEMP-CONST-LEGAL-I)ESC.doe
Last printed 4/15/2005 3:09 PM
EXHIBIT $41"
Exhibit B-H.Thomas Bath Page 4 of 6
(2 of 4)
THENCE South 00008'45"East along said West ROW a distance of 421.30 feet to the POINT OF
BEGINNING;
Said parcel contains 9,441 sq.ft.or 0.217 acre,more or less(t),and is subject to any rights-of-way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S 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 checking,and that it is true
and correct to the bes knowledge and belief.
O RASNA
c'Gt
o.
Steven A.Lund ng Surveyors,Inc.
Colorado Registered°h tonal
Land Surveyor#34995
KING SURVEYORS,INC.
9299 Eastman Park Drive
Windsor,Colorado 80550
(970)686-5011
IN:2004208
MAMA20negal dweriptions\BATH-TEMP-CONST-LEGAL-DESC.doc
Last printed 4/15/2005 3:09 PM
TEMPORARY CONSTRUCTION E H. THOMAS BATH
EXHIBIT "I EASEMENT EXHIBIT B SFY4 SEC. 18, T.7N., R.68W.
Page 5 of 6 ----------------------%
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50 25 0 50
Steven A. jan0"'Beholf of King Surveyors, Inc.
1"= 50' Colorado Registered Land Surveyor #34995
tYNG SbRrVffYORS, INC. PROJECT
208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:
A E E:04/O/2p05
ERWEST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG:EXHIBIT—BATH
WWW.KINGSURVEYORS.COM DRAWN:MCD CHECKED:SAL
" _ TEMPORARY
EASEMENT RUCTION EXHIBIT B H. THOMAS BATH
"
EXHIBIT I SEY4 SEC. 18, T.7N., R.68W.
Page 6 of 6 (4 OF 4 1 1
TRfLT/ I I I EAST QUARTER CORNER��
GCH6GfPOUvf6YNOUJ7.'Pi,�LP,IRf'P.U2 I I I SEC. 18, T.7N., R.68W.
Ahr.uo asar7m? I I I
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. LINE TABLE
LINE BEARING jLEN2GTHL22 •W L24 .5 . 4. I 1 I I
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EXISTING 10' TELECOMMUNICATION
ELECTRICAL AND GAS EASEMErT,I
1��I I N
EXISTING 30' AERIAL EASEMENT I
PER CACHE LA POUDRE INDUSTRIAL PARK PLAT I I
EXISTING 50' GAS EASEMENT I I I
PER CACHE LA POUDRE INDUSTRIAL PARK PLAT 1 I I r
1
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$' J
_ 811 I � I II
---------S —411 I I
EXISTING 40' ACCESS, PARKING,
NATURAL GAS, WATER, SEWER AND Ij I I
ELECTRTHEL EASEMENT TO D PROPERTY THE WE! I I 1
POINT OF BEGINNING I I
.Y7rro,Y.ararTiY NORTH PARCEL I
"C.'yO.2a2Pa972w I`L22 I I
EXISTING 5' TELECOMMUNICATION, I I I I
ELECTRICAL AND GAS EASEMENT--Icff I I
CD,REc7
b os
50 25 0 50
Steven - — If of King Surveyors, Inc.
1"— 50' Colorado +�.,, nd Surveyor #34995
ATNG Sllh PMKORS, INC. PROJECT NO:2004208
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:04/15/2005
PHONE: (970) 686-5011 FAX: (970) 686-5821 CLIENT:INTERWEST
WWW.KINGSURVEYORS.COM DWG:DRAWNN::MC T_BATH
D CHECKED:SAL