HomeMy WebLinkAbout1626 RIVERSIDE AVE. SUBDIVISION - PDP - 8-04 - SUBMITTAL DOCUMENTS - ROUND 1 - LEGAL DESCRIPTIONTHENCE along the Arc of a curve that is non -tangent to the aforesaid line and concave to
the West a distance of 61.18 feet, said curve has a Radius of 1587.28 feet, a Delta of
02°12'30", and a Long Chord bearing South 11'17'08" East a distance of 61.17 feet to
the Northerly line of said tract of land described in Book 2062 at Page 965;
THENCE South 89057' 12" West along said Northerly line a distance of 385.23 feet (Rec.
= 385.29 feet) to the TRUE POINT OF BEGINNING;
Said described parcel of land contains 1.776 acre, more or less and is subject to any
rights -of -way or other easements as granted or reserved by instruments 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 ct to the best of my knowledge, information, belief, and in my
professional6? RrGisT
EN
34995
Steven A. L%43
hal bep' ng Surveyors, Inc.
Colorado Renal
Land Survey
KING SURVEYORS, INC.
9299 Eastman Park Drive
Windsor, Colorado 80550
(970)686-5011
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I
PROPERTY DESCRIPTION
A tract of land being described as Parcel One (1) and Parcel Two (2) in a deed recorded
July 1, 2003 at Reception No. 2003-0081505 of the Records of Larimer County, situated
in the Southeast Quarter (SE1/4) of Section Eighteen (18), Township Five North (T.5N.),
Range Sixty -Eight West (R.68W.), of the Sixth Principal Meridian (61h P.M.), City of
Fort Collins, County of Larimer, State of Colorado, and being more particularly
described as follows
COMMENCING at the South Quarter (S1/4) Corner of said Section 18 and assuming
the South line of the Southeast Quarter (SE1/4) of said Section 18 as bearing North
89°00'21" East, being a grid bearing of the Colorado State Plane Coordinate System,
North American Datum 1983/92, a distance of 2646.52 feet, with all other bearings
contained herein relative thereto
THENCE North 89°00'21" East along the South line of said SE1/4 a distance of 1051.02
feet (Rec.=1050.95 feet) to the Southerly prolongation of the West line of the First
Replat of Prospect - Riverside Subdivision recorded May 8, 1995 at Reception No.
95025944 of the Records of Larimer County, said West line also being the East Right -of -
Way (ROW) line of Riverside Avenue;
THENCE North 00°02'48" West along said Southerly extension and along the West line
of said First Replat of Prospect - Riverside Subdivision a distance of 687.31 feet (Rec. _
687.56 feet) to a Point of Curvature (PC);
THENCE continuing along the West line of said subdivision and along the arc of a curve
concave to the West a distance of 124.07 feet (Rec. = 123.60 feet), said curve has a
Radius of 1167.28 feet, a Delta of 06°05'23", and a Long Chord bearing North 03°05'29"
West a distance of 124.01 feet (Rec.= 123.54 feet) to the Westerly Prolongation of the
South line of a tract of land as described in a deed recorded August 19, 1980 in Book
2062 at Page 965;
THENCE North 83°53'52" East along said Westerly Prolongation a distance of 16.69
feet to the Westerly line of said tract of land;
THENCE North 00°02'48" West along the Westerly line of said tract of land, also being
the Easterly ROW line of Riverside Avenue a distance of 153.77 feet (Rec. = 153.86 feet)
to the Southerly line of Parcel 2 as described in a deed recorded July 1, 2003 as
Reception No. 2003-0081505 of the Records of Larimer County and the TRUE POINT
OF BEGINNING;
THENCE North 00°02'48" West continuing along said Easterly ROW line and along the
Westerly line of said Parcel 2 a distance of 60.00 feet to Southerly line of Parcel 1 as
described in said deed recorded July 1, 2003 as Reception No. 2003-0081505;
THENCE South 89'57' 12" West along said Southerly line a distance of 10.19 feet (Rec.
= 10.00) to the Westerly line of said Parcel l;
THENCE North 00002'48 West along said Westerly line a distance of 20.74 feet to a
Point of Curvature (PC);
THENCE continuing along said Westerly line and along the arc of a curve concave to the
West a distance of 119.23 feet (Rec. = 119.26 feet), said curve has a Radius of 995.00
feet, a Delta of 06°51'57", and a Long Chord bearing North 03028'46" West a distance of
119.16 feet (Rec. = 119.28 feet) to the Westerly Prolongation of the Southerly line of a
tract of land described in a deed recorded April 2, 1973 in Book 1547 at Page 682;
THENCE North 83°05' 12" East along said Westerly prolongation and along said
Southerly line a distance of 321.74 feet;
THENCE South 16002'48" East a distance of 185.33 feet (Rec. = 185.36 feet) to the
Northerly line of said Parcel 1;
THENCE North 89°57' 12" East along the Northerly line of said Parcel 1 a distance of
20.11 feet (Rec. = 19.96 feet) to the Westerly ROW line of the Union Pacific Railroad
and a Point of Curvature (PC);
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