HomeMy WebLinkAbout20092686.tiff1.44
QUIT CLAIM DEED
THIS DEED is made this (1 day of Awl., , 2005, between Riclunar Wine, LLC,
whose address is 31703 Weld County Road 23, Greeley, Colorado 80631, party of the first part
and Weld County, Colorado, a body politic and corporate of the State of Colorado, whose
address is 915 10th Street, Greeley, Colorado 80631, party of the second part.
WITNESSETH, that the said party of the first part, for sufficient consideration, the
receipt whereof is hereby confessed and acknowledged, has remised, released, sold, conveyed
and QUIT CLAIMED, and by these presents does remise, release, sell, convey and QUIT
CLAIM unto the said party of the second part, its heirs, successors and assigns, forever, all the
right, title, interest, claim and demand which the said party of the first part has in and to the
parcel of land situate, lying and being in the County of Weld and State of Colorado, to wit:
All of the real property described in the attached Exhibit "B".
TO HAVE AND TO HOLD the same, together with all the appurtenances and
privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right,
title, interest and claim whatsoever, of the said party of the first part, either in law or equity, to
the only proper use, benefit and behoof of the said party of the second part, heirs and assigns
forever.
IN WITNESS WHEREOF, the said party of the first part has hereunto set its hand and
seal the day and year first above written.
RICHMAR WINE, LLC, OWNER
Marilyn GWeinmeister, Manager
11111111111111111 lilt 1111111111111111111111111111111111
3275783 04/08/2005 03:05P Weld County, CO
1 of 5 R 0.00 D 0.00 Steve Moreno Clerk & Recorder
CLGYY‘rYu-r)Ie(2,- /') Iv--i2-L`9
L& O&30-3
_
2009-2686
STATE OF COLORADO )
) ss.
COUNTY OF WELD )
It —
The foregoing instrument was acknowledged before me this /1 day of /t4Akw(. ,
20O:, by Riehmar Wine, LLC, Marilyn G. Weinmeister, Manager.
My commission expires: 08 •Ub-0 5
111111111111111111111111111111111111111M���!!����1111
3275783 04/08/2005 03:05P Weld County, CO
2 of 5 R 0.00 D 0.00 Steve Moreno Clerk A Recorder
i(i44,4....n,/ tc,,,etti-.4,---1
otary Public
A LEON W SIEVERS
$ NOTARY PUBLIC $
! STATE OF COLORADO rt
! /
ACCEPTANCE
The County of Weld, a body corporate and politic of the State of Colorado, by and through its
Board of County Commissioners, hereby accepts the above deeded property as Public Rights of Way or a
Public Highwayrpiusuant to Colorado Revised Statute 43-2-201(1)(a).
BY:
this 2tat day of March ,2005.
HE BOARD OF
OMMISSIONERS OF
OUNTY OF WELD
Deputy Clerk • o the Board
STATE OF COLORADO
)ss
COUNTY OF WELD
COUNTY OF WELD, A BODY
CORPORATE AND POLITIC OF THE
STATE OF COLORADO
BY: vf---t
William H. Jerke, Chair 3/21/2005
BOARD OF COUNTY COMMISSIONER
OF THE COUNTY OF WELD
The foregoing instrument was acknowledged before me this day of
- , 2005 by William H. Jerke, Chair, BOARD OF COUNTY COMMISSIONERS
OF TH�/COUNTY OF WELD.
Witness my hand and official seal.
My commission expi
My Commission Expiras May 15, 2006
Atli 1111111111 ��II 111111111111111111 III 11111 NH
3275783 0410812005 03:05P Weld County, CO
3 of 5 R 0.00 D 0.00 Steve Moreno Clerk & Recorder
EXHIBIT B
PROPERTY DESCRIPTION
(I oft)
A parcel of land being part of the Northeast Quarter of the Northeast Quarter (NE1/4 NE1/4) of Section
Twenty-six (26), Township Six North (T.6N.), Range Sixty-seven West (R.67W.) of the Sixth Principal
Meridian (eh P.M.), County of Weld, State of Colorado, and being more particularly described as follows:
BEGINNING at the Northeast Corner of said Section 26, and assuming the East line of said NE I/4 NEI/4
as bearing South 00°19'09" East, being a Grid Bearing of the Colorado State Plane Coordinate System,
North Zone, North American Datum 1983/92, a distance of 1319.29 feet with all other bearings contained
herein relative thereto:
THENCE South 00°19'09" East along said East line a distance of 902.19 feet;
THENCE South 89°40'51" West a distance of 30.00 feet to the West Right -Of -Way (ROW) of Weld
County Road No. 23 (WCR23);
THENCE North 00°19'09" West along said West ROW a distance of 651.16 feet to the beginning point of a
curve, said curve being non -tangent to aforesaid line, said point being the TRUE POINT OF
BEGINNING; -
THENCE along the arc of a curve which is concave to the West a distance of 97.25 feet, having a radius of
610.00 feet, a central angle of 09°08'04" and a long chord bearing North 06°15'49" West a distance of
97.15 feet to a Point of Compound Curvature (PCC);
THENCE along the arc of a curve which is concave to the Southwest a distance of 67.00 feet, having a
radius of 125.00 feet, a central angle of 30°42'38" and a long chord bearing North 26°I I'09" West a
distance of 66.20 feet to a PCC;
THENCE along the arc of a curve which is concave to the Southwest a distance of 75.00 feet, having a
radius of 150.00 feet, a central angle of 28°38'52" and a long chord bearing North 55°51'55" West a
distance of 74.22 feet to a PCC;
THENCE along the arc of a curve which is concave to the South a distance of 81.00 feet, having a radius of
330.00 feet, a central angle of 14°03'49" and a long chord bearing North 77°13'15" West a distance of
80.80 feet to a Point of Tangency (PT);
THENCE North 84°15'09" West a distance of 45.60 feet to the South ROW of Weld County Road No. 66,
also known as Eastman Park Drive;
THENCE North 89°44'35" East along said South ROW a distance of 224.18 feet to said West ROW;
THENCE South 00°19'09" East along said West ROW a distance of 221.07 feet to the TRUE POINT OF
BEGINNING;
Said parcel contains 7,675 sq. ft. 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
I, Charles B. Jones, 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
hest of my knowledge and belief.
Charles B. Jones -On
Colorado Registered
Land Surveyor #22098
KING SURVEYORS, INC.
9299 Eastman Park Drive
Windsor, Colorado 80550
(970) 686-5011
JN: 2003156-I
111111111111 I I I I I I I I I I I I I I I H I I 11111111 I I I I I I1I 11111111
3275703 04/0812005 03:05P Weld County, CO
4 of 5 R 0.00 D 0 00 Steve Moreno Clerk 8 Recorder
L:\2003156-1\legal descriptions \RICHMAR-PRESCRIPTIVE-LEGAL. DESC.doc
Last printed 1/19/2005 12:50 PM
PARCEL EXHIBIT
RICHMAR WINE, LLC
NEY4 NEY4 SEC. 26, T.6N., R,67W.
(2 OF 2)
NORTHEAST CORNER 1
EAST SIXTEENTH CORNER SEC. 26, T.6N., R.67W.
SECTIONS 26 & 23, T.8N., R.67W. POINT OF BEGINNING \
WD ELCOTINTYROADNO. 66
30' R.G.W.STAI4NPARKDRIVI)
N89'44'35"E
R.O.W.
224.18'
L4
RhCHdIARW7A% LLC
REC. NO. 02791270
C3
LINE TABLE
LINE
BEARING
589'40'51"W
N84 .1Y
LENGTH
LI
L4
30.00'
45.60'
c.
TRUE POINT
OF BEGINNING
.CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C3
81.00'
330,00'
14'03'49"
80.80'
N7713'15"W
C4
75.00'
150.00'
28'38'52"
74.22'
N55'51'55"W
C5
67.00'
125.00'
30'42'38"
66.20'
N2611'09"W
C6
97.25'
610.00'
09'08'04"
97.15'
NO6'15'49"W
E
u
—012
pia
—
> ca
�S
9
—3g0.
Y O
Aga
�8co
g
=moo
mancc
0
'
9 b
100 50 0 100
Charles B. Jones —
Colorado Registered
Land Surveyor 022098
1"= 100'
1
N00'19'09"W
0
m
0
O
m
L
301 R.O.W.
1-t-30' R.O.W.
500'19'09"E 1319.29'
BASIS OF BEARINGS:
NORTH SIXTEENTH CORNER
SECTIONS 26 & 25,
T.6N., R.67W.
RING SIIRVEYOR.5; INC.
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550
PHONE: (970) 686-5011 FAX: (970) 686-5821
WWW.KINGSURVEYORS. COM
PROJECT N0:2003156 -I
DATE: 01/19/2005
CLIENT:KBN ENGINEERS
DWG:EXHIBIT-RICHMAR WINE
DRAWN: MCD CHECKED: CBJ
1.04.0,13.00011.0.
1.14.0 4,001
Identify Results Page 1 of 1
WELD COUNTY ASSESSOR
PROPERTY PROFILE
Account#: R6775980
Tax Area: 4009 Bordering County:
Acres: 0.1762
Parcel#: 080726100016
Township Range Section Quart. Sec. Subdivison Name Block# Lot#
06-67-26-1
Owners Name & Address:
WELD COUNTY
915 10 ST
GREELEY, CO 80631
Business/Complex: ROAD R -O -W
Sale Date
Sale Price
$0
Sales Summary
Deed Type
Legal Description
Property Address:
Street:
City:
Reception #
PT NE4NE4 26-6-67 BEG NE COR S0D19'E 902.19' S89D40'W 30' N0D19'W 651.16 TO POB CURVE L (R=610')
CHORD=N06D15'W 97.15' CURVE TO L (R=125') CHORD=N26D11'W 66.20' CURVE TO L (R=150') CHORD=N55D51'W 74.22'
CURVE TO L (R=330') CHORD=N77D13'W 80.80' N84D15'W
Land Type
Exempt
Land Subtotal:
Abst Code
9132
Land Valuation Summary
Unit of Number of
Measure Units
Acres 0.1762
0.1762
No Buildings on Parcel
Actual Value
Assessed
Value
$1,762 $510
file://C:\Documents and Settings\egesick\Local Settings\Temporary Internet Files\Content.... 9/25/2009
Hello