HomeMy WebLinkAbout20182885.tiff4411769 07/02/2018 10:56 AM
Total Pages: 10 Rec Fee: $58.00 Doc Fee: $321.05
Carly Koppes - Clerk and Recorder, Weld County, CO
SPECIAL WARRANTY DEED
THIS SPECIAL WARRANTY DEED, entered into this -2 eday of June, 2018, by and
between the County of Weld, a political subdivision of the State of Colorado, by and
through its Board of County Commissioners, Grantor, and the Ground Water
Management Subdistrict of the Central Colorado Water Conservancy District by and
through its Water Activity Enterprise, of the County of Weld, State of Colorado, Grantee,
whose legal address is 3209 West 28th Street, Greeley, Colorado 80634.
WITNESSETH, That Grantor, for and in consideration of the sum of $3,210,514
Dollars, and other good and valuable consideration, the receipt and sufficiency of which is
hereby acknowledged, has granted, bargained, sold, and conveyed, and by these presents
does grant, bargain, sell, convey, and confirm, unto Grantee, and Grantee's heirs,
successors, and assigns forever, all the real property, together with all improvements, if
any, situate, lying and being in the County of Weld, State of Colorado, described as
follows:
All of the real property located in Section 2, Township 2 North, Range 68 West of
the 6th P.M. in Weld County, Colorado, and Section 35, Township 3 North, Range 68 West
of the 6th P.M. in Weld County, Colorado, described and shown in "Exhibit A," attached
hereto and incorporated herein, including:
All improvements, and any easements, servitudes, permits, licenses, and leases
appurtenant to the above -described property. These improvements specifically
include, but are not limited to, the slurry wall or other impervious liners installed by
Grantor around the area to be mined which will create the storage space being
acquired by the Grantee.
AND
All sand and gravel appurtenant to the above -described property, together
with any and all surface use, access easements, and all rights in connection
therewith.
AND
All of Grantor's interest in water rights, wells, well rights, well permits, and
springs appurtenant to and/or enjoyed in connection with the above -
described property, together with all of Grantor's interest, if any, in
easements or rights -of -way, appurtenant thereto or used in connection with
said water rights, as well as all fixtures, apparatus and ancillary equipment
appurtenant thereto or used in connection with said water rights, specifically
including any water conveyance structures, inlets, outlets and pumps.
Page 1 of 3 Pages
2018-2885
&Obi
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Page 2 of 10
EXCLUDING the right-of-way for use by pedestrians, equestrians and bicyclists
described and shown in "Exhibit B," attached hereto and incorporated herein.
TOGETHER WITH all and singular the hereditaments and appurtenances thereto
belonging, or in anywise appertaining, and the reversion and reversions, remainder and
remainders, rents, issues, and profits thereof; and all the estate, right, title, interest, claim,
and demand whatsoever of Grantor, either in law or equity, of, in, and to the above
bargained premises, with the hereditaments and appurtenances;
RESERVING UNTO GRANTOR all mineral rights owned by Grantor, including all oil,
gas, natural gas and hydrocarbons lying in and under the above -described property. It is
the intention of the Grantor to exclude sand and gravel from the term "mineral rights." It is
the intention of the parties that Grantor convey to Grantee all sand and gravel appurtenant
to the above -described property.
TO HAVE AND TO HOLD the said premises above bargained and described with
the appurtenances, unto Grantee, and Grantee's heirs, successors, and assigns forever.
Grantor, for Grantor and Grantor's heirs, successors, and assigns, does covenant and
agree that Grantor shall and will WARRANT AND FOREVER DEFEND the above
bargained premises in the quiet and peaceable possession of Grantee, and Grantee's
heirs, successors, and assigns, against all and every person or persons claiming the whole
or any part thereof, by, through or under Grantor.
IN WITNESS WHEREOF, Grantor has executed this deed on the date set forth
above.
ATTEST:
CLERK TO THE BOARD OF
COUNTY COMMISSIONE
BY:
eputy Clerk to the B
COUNTY OF WELD, A POLITICAL
SUBDIVISION OF THE STATE OF
COLORADO
Page 2 of 3 Pages
Steve Moreno, Chair
4411769 07/02/2018 10:56 AM
Page 3 of 10
STATE OF COLORADO
SS.
COUNTY OF WELD
The foregoing instrument was acknowledged before me this AO day of June, 2018,
by Steve Moreno, in her capacity as Chair of the Board of County Commissioners of the
County of Weld, State of Colorado.
Witness my hand and official seal.
Notart Public
My commission expires: / .A- I ? .
Page 3 of 3 Pages
KARLA FORD
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 19984029774
MY COMMISSION EXPIRES DECEMBER 2, 2018
4411769 07/02/2018 10:56 AM
Page 4 of 10
EXHIBIT A
(1of1)
PROPERTY DESCRIPTION
A parcel of land, being part of the North Half (Nl/2) of Section Two (2), Township Two North
(T.2N.), Range Sixty-eight West (R.68W.) of the Sixth Principal Meridian (6th P.M.) and part of
the Southwest Quarter (SW 1/4) of Section Thirty-five (35), Township Three North (T.3N.), Range
Sixty-eight West (R.68W.) of the Sixth Principal Meridian (6th P.M.), County of Weld, State of
Colorado, and being more particularly described as follows:
Lot B, Recorded Exemption No. 1313-02-2-RECX12-0023, recorded September 6, 2012 as
Reception No. 3871455 of the records of the Weld County Clerk and Recorder.
TOGETHER WITH:
That part of the West Half of the Northeast Quarter (W 1/2 NE1/4) of said Section 2 lying Southerly
of the Northerly line of Lot A, Amended Subdivision Exemption No. AMSE-741, recorded April
12, 2005 as Reception No. 3276577of the records of the Weld County Clerk and Recorder.
Said described parcel of land contains 176.504 acres, more or less (±), and may be subject to any
rights -of -way or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S STATEMENT
I, Michael Chad Dilka, a Colorado Licensed 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.
Michael Chad Dilka - on behalf of King Surveyors
Colorado Licensed Professional Land Surveyor #381O6
KING SURVEYORS
650 East Garden Drive
Windsor, Colorado 80550
(970) 686-5011
JN: 20170291
U:\20170291\property descriptions\HOKESTRA PIT LSP BOUNDARY.doc
4/17/2018 2:23 PM
LINE VALE
Exhibit "A"
gETAIL
LAND SURVEY PLAT
Of a Parcel of Land Situate in the North Half of Section 2, Township 2 North, Range 68 West
and in the Southwest Quarter of Section 35, Township 3 North, Range 68 West
of the 6th P.M., County of Weld, State of Colorado
200 100 0
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4411769 07/02/2018 10:56 AM
Page 6 of 10
EXHIBIT B
(1 of5)
PROPERTY DESCRIPTION
That portion of the following described strip of land, hieing Twenty (20) feet in width, lying within Lot B, Recorded
Exemption No. 1313-02-2-RECX12-0023, recorded September 6, 2012 as Reception No. 3871455 of the records of the
Weld County Clerk and Recorder, located in the Northwest Quarter (NW 1/4) of Section Two (2), Township Two North
(T.2N.) and in the Southwest Quarter (SW 1/4) of Section Thirty-five (35), Township Three North (T.3N.), both in
Range Sixty-eight West (R.68W.) of the Sixth Principal Meridian (6'^ P.M.), County of Weld, State of Colorado, the
centerline of said strip of land being more particularly described as follows:
COMMENCING at the most Westerly Southwest corner of said Lot B, being monumentalized by a #4 rebar with a
yellow plastic cap stamped "LS22098" at the Westerly end and by a #4 rebar with a yellow plastic cap stamped
"I.S38106" at the Easterly end, and assuming the most Westerly portion of the Southerly line of said Lot B as bearing
North 84°22'04" East, being a Grid Bearing of the Colorado State Plane Coordinate System, North Zone, North
American Datum 1983/2011, a distance of 1565.63 feet, with all other bearings contained herein relative thereto:
THENCE North 84°22'04" East along the most Westerly portion of the Southerly line of said Lot B a distance of
743.27 feet to the POINT OF BEGINNING of said centerline, said point being the beginning point of a curve, said
curve being non -tangent to aforesaid line;
THENCE along the arc of said curve, which is concave to the South, a distance of 22.32 feet to a Point of Tangency
(PT), said curve having a radius of 75.00 feet, a central angle of 17"03'09" and a long chord bearing North 77°06'03"
East a distance of 22.24 feet;
THENCE North 85°37'37" East a distance of 386.33 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Northwest, a distance of 31.27 feet to a Point of Tangency
(PT), said curve having a radius of 20.00 feet, a central angle of 89°34'30" and a long chord bearing North 40°50'23"
East a distance of 28.18 feet;
THENCE North 03°56'52" West a distance of 78.44 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the East, a distance of 60.98 feet to a Point of Tangency (PT),
said curve having a radius of 125.00 feet, a central angle of 27°56'58" and a long chord bearing North 10°01'37" East
a distance of 60.37 feet;
THENCE North 24°00'06" East a distance of 504.66 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Northwest, a distance of 61.80 feet to a Point of Tangency
(PT), said curve having a radius of 400.00 feet, a central angle of 08°5 I'09" and a long chord bearing North 19'34'31"
East a distance of 61.74 feet;
THENCE North 15°08'57" East a distance of 203.77 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Southeast, a distance of 22.14 feet to a Point of Tangency
(PT), said curve having a radius of 175.00 feet, a central angle of 07°14'57" and a long chord bearing North 18°46'25"
East a distance of 22.13 feet;
THENCE North 22°23'53" East a distance of 301.05 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the West, a distance of 37.62 feet to a Point of Tangency (PT),
said curve having a radius of 25.00 feet, a central angle of 86°12'41" and a long chord bearing North 20°42'27" West a
distance of 34.17 feet;
THENCE North 63°48'47" West a distance of 26.99 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Northeast, a distance of 42.62 feet to a Point of Tangency
(PT), said curve having a radius of 40.00 feet, a central angle of 61°03'17" and a long chord bearing North 33°17'09"
West a distance of 40.64 feet;
THENCE North 02°45'31" West a distance of 84.14 feet;
THENCE North 11°33'07" West a distance of 29.09 feet;
THENCE North 33°24'2.3" West a distance of 34.55 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the East, a distance of 34.12 feet to a Point of Tangency (PT),
said curve having a radius of 25.00 feet, a central angle of 78°11'11" and a long chord bearing North 05°41'12" East a
distance of 31.53 feet;
THENCE North 44°46'48" East a distance of 36.30 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Northwest, a distance of 41.63 feet to a Point of Tangency
(PT), said curve having a radius of 75.00 feet, a central angle of 31°48'15" and a long chord bearing North 28°52'40"
East a distance of 41.10 feet;
THENCE North I2°58'33" East a distance of 186.02 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Southwest, a distance of 75,42 feet to a Point of Tangency
(PT), said curve having a radius of 50.00 feet, a central angle of 86°25'44" and a long chord bearing North 30°14'19"
West a distance of 68.47 feet;
THENCE North 73°2.7'11 " West a distance of 75.12 feet to a Point of Curvature (PC);
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4411769 07/02/2018 10:56 AM
Page 7 of 10
EXHIBIT B
(2 of 5)
PROPERTY DESCRIPTION
THENCE along the arc of a curve, which is concave to the Northeast, a distance of 69.26 feet to a Point of Reverse
Curvature (PRC), said curve having a radius of 200.00 feet, a central angle of 19°50'25" and a long chord bearing
North 63°3I'59" West a distance of 68.91 feet;
THENCE along the arc of a curve, which is concave to the Southwest, a distance of 82.39 feet to a Point of Tangency
(PT), said curve having a radius of 100.00 feet, a central angle of47°12' 14" and a long chord bearing North 77°12'53"
West a distance of 80.08 feet;
THENCE South 79°11'00" West a distance of 95.44 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Southeast, a distance of 61.24 feet to a Point of Tangency
(PT), said curve having a radius of 200.00 feet, a central angle of 17°32'41" and a long chord bearing South 70°24'39"
West a distance of 61.00 feet;
THENCE South 61°38'19" West a distance of 75.80 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Northwest, a distance of 85.99 feet to a Point of Tangency
(PT), said curve having a radius of 200.00 feet, a central angle of 24°38'05" and a long chord bearing South 73°57'21"
West a distance of 85.33 feet;
THENCE South 86° 16'24" West a distance of 119.05 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Southeast, a distance of 54.43 feet to a Point of Tangency
(PT), said curve having a radius of 150.00 feet, a central angle of 20°47'26" and a long chord bearing South 75°52'41"
West a distance of 54.13 feet;
THENCE South 65°28'58" West a distance of 264.81 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Northwest, a distance of 62.61 feet to a Point of Tangency
(PT), said curve having a radius of 175.00 feet, a central angle of 20°30'00" and a long chord bearing South 75°43'58"
West a distance of 62.28 feet;
THENCE South 85°58'58" West a distance of 110.19 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Southeast, a distance of 75.54 feet to a Point of Tangency
(PT), said curve having a radius of 175.00 feet, a central angle of24°43'58" and a long chord bearing South 73°36'59"
West a distance of 74.96 feet;
THENCE South 61°15'00" West a distance of 109.96 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the North, a distance of 70.01 feet to a Point of Tangency (PT),
said curve having a radius of 100.00 feet, a central angle of 40°06'36" and a long chord bearing South 81°18'18" West
a distance of 68.58 feet;
THENCE North 78°38'24" West a distance of 43.47 feet to a Point of Curvature (PC);
THENCE along the arc of a curve, which is concave to the Northeast, a distance of 39.99 feet to a Point of Reverse
Curvature (PRC), said curve having a radius of 150.00 feet, a central angle of 15°16'28" and a long chord bearing
North 71°00'10" West a distance of 39.87 feet;
THENCE along the arc of a curve, which is concave to the Southwest, a distance of 2.62 feet to the most Westerly
portion of the Northerly line of said Lot B, said point being the POINT OF TERMINATION of said centerline, said
point bearing North 89°58'40" East, along said Northerly line, a distance of 89.20 feet from the most Westerly
Northwest corner of said Lot B, said curve having a radius of 275.00 feet, a central angle of 00°32'44" and a long
chord bearing North 63°38' 18" West a distance of 2.62 feet;
The sidelines of said described strip of land shall be shortened or lengthened so as to result in continuous lines through
curves and angle points and so as to terminate on the Southerly and Northerly lines of said Lot B.
Said described strip of land contains 71,232 sq. Et. or 1.635 acres, more or less (±), and may be subject to any rights -of -
way or other easements of record or as now existing on said described strip of land.
SURVEYOR'S STATEMENT
1, Michael Chad Dilka, a Colorado Licensed 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.
Michael Chad Dilka - on behalf of King Surveyors
Colorado Licensed Professional Land Surveyor #38106
KING SURVEYORS
650 East Garden Drive
Windsor, Colorado 80550
(970) 686-5011
JN: 20170291
U: \20170291\property descriptions \20170291 TRAIL EASEMENC.doc
10/2/2017 9:25 AM
EXHIBIT DRAWING
c4
WEST QUARTER CORNER
SECTION 2, T.2N., R68W.
EXHIBIT B (3 of 5)
NOTE: This exhibit drawing is not intended to be a
monumentclized land survey. It's so'e purpose is as a
graphic representation to aid in the visua izotion of the
written property description which it accompanies. The
written property description supersedes the exhibit drawing.
*SEE SHEE- 5 OF 5 FOR LINE AND CURVE TABLE(S)*
'^\200'
SETBACK
CENTERL/N£OF LAST CHANCE D/TCN
(SEE BOOK 53; PACE 8
FOR EASEMENT /N THE
NIYr Of s£cnON 2)
(SEE BOOK 7216, PACE 17/)
- - 743.27'
BASIS OF BEARINGS N84'22 E 1565.63
POINT OF COMMENCEMENT
SOUTHWEST CORNER OF LOT B
Michael Chad Mika — On Behalf Of King Surveyors
Colorado Licensed Professional Land Surveyor #38106
PROM/C//0N
EQUIPMENT
MATCH LINE
LOTB
RECX12--6023
/
206'
SETBACK /
U
POINT OF
BEGINNING
10'
71,232 sq. ft. 1/
1.635 acres /
/
20' /
/
/C2
10'
/
I I
PEDESTRIAN BRIDGE CROSSYI/0
LAST CHANCE DITCH
SEE LICENSE AGREEMENT & AMENDMENTS
(R£C NOs. J0J1779, 321/590, J21J142)
LOTA
REQ212-0023
I I
I
I
SWW OF SEC.35—T.3N.—R.68W.
:Sc NW� OF SEC.2-T.2N.-R.68W
III
mil-
I/r
I I/
II rI
ffI
II
I
III
I �I
I lIl
I
200' 100'
4.44
200'
1" = 200'
KING SURVEYORS
650 E. Garden Drive I Windsor, Colorado 80550
phone: (970) 686-5011 I fax: (970) 686-5821
email: contact@KingSurveyors.com
PROJECT NO:20170291
DATE: 10/2/2017
CLIENT: WELD COUNTY
DWG: 20170291 ESMT
DRAWN: TJJ CHECKED: MCD
WV 99:0 18 I0Z/Z0/L0
WEST QUARTER CORNER
SECTION 35, T.3N., R68W.
NORTHWEST CORNER
SECTION 2, T.2N., R68W.
EXHIBIT DRAWING
EXHIBIT B (4 of 5)
•SEE SHEET 5 OF 5 FOR LINE AND CURVE TABLE(S)'
L20
X
C20
10'
CI
SWi OF SEC.35-T.3N.-R.68W.
& NW4 OF SEC_.2-T.2N.-R.68W
_ cat /
LOTB
SECTION3S SWI/4
RECx12--0023 _ — — " - ' , Ill /
C11 'I! 1 /
20 PIPELINE EASEMENT T.3N., R68W _ --iC 12 I
TO VT ENERGY � � � �1A J 112 I /I !�
(REC. NOs. 2563782, 2568567) L - `r _ C —A / I! /
1........\:..c.,-
- C15 —US C10 I I
�� ��/I I /
/ EXISTING CONCRETE TRAIL !I I / I
6 EXPECED TO BE ABANDONED /I /
L17 —C1 20' AND REPLACED WITH NEW % ! 14 1 I
TRAIL AS SHOWN Ica f Pl
/
ll I /
/
/ II
/ /II
L8 I! !I ! / /
/II 1/ \`
/ I \
WELL
C7 L. HEAD
019'
119-018/
POINT OF
TERMINATION
NOTE: This exhibit drawing 's not intended to be a
monumentalized lard survey. It's sole purpose is as a
graphic representation to aid it the visualization of the
written property description wnich it accompanies. The
written Grope ».+•`n supersedes the exhibit drawing
200' 100'
0
10' 71,232 sq. ft.
1.6.35 acres
NW114
SEC770N2
T.ZN, R.68W.
APPROXIMATE LOCA110N OF 50'
PANHANDLE EASTERN PIPELINE EASEMENT
SHOWN ON USR-489 (NEC NO 01893052)
SHOW ON USR-636.84:32 (REC NO. 01985564)
SHOWN ON USR-999 (REC NO 274727
SHOWN ON RECORDED EXEMPTION NO.
1313 -02 -O -RE -2705 (REC NO. 2832747)
SHOWN ON RECORDED EXEMPTION NO
1313-02-2-RECX72-0023 (REC NO 357145 )
APPROX/MATE LOCATION Or 50' WYCO PIPELINE EASEMENT
SHOWN ON USR-489 (REC. NO. 01693052)
SHOWN ON USR-636..84:32 (REC. NO 01985564)
SHOWN ON USR-999 (REC NO 2747275)
SHOWN ON RECORDED EXEMPTION NO ! /
f313 -02 —D —RE -2705 (NEC. NO 2832747)
SHOWN ON RECORDED EXEMPTION NO. �l
1313-02-2—RECX12-0023 (REC. NO 3871455) /
O.
C8
TN/S /S LIKELY THE EASEMENT DESCRIBED IN
(REC NOs. 1001070, 1004607, 2428020, 333/073 3981597)
200'
1" = 200'
Michael Ch.• '"-' ' Behalf Of King Surveyors
Colorado Licensed Professional Land Surveyor #38106
MATCH LINE —/ —
J
46
/I
NORTH QUARTER CORNER
SECTION 2, T.2N., R68W.
I I\ 1 150'
II J SETBACK /
N I--� i
I i 20' PIPELINE EASEMENT
1 r---4-TO AN ENERGY'
ff / (REC. NOs 2563782, 2568567)
III
I/
I►II
II II
I
KING SURVEYORS
650 E. Garden Drive I Windsor, Colorado 80550
phone: (970) 686-5011 I fax: (970) 686-582:
email: contact@KingSureyors.com
PROJECT NO:20170291
DATE: 10/2/2017
CLIENT: WELD COUNTY
DWG:201 7029 1 ESMT
DRAWN: TJJ CHECKED: MCD
EXHIBIT DRAWING
EXHIBIT B (5 of 5)
SW OF SEC.35-T.3N.-R.68W.
& NWT OF SEC.2-T.2N.-R.68W.
LINE TABLE
CURVE TABLE
NOTE: This exhibit drawing is not intended tc be o
monumentolized land survey. It's sole purpose is as a
representation to aid in the visualization of the
LINE
BEARING
LENGTH
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
graphic
written property description which it accompanies The
written description supersedes the exhibit drawing.
L1
N85'37'37"E
386.33'
C1
22.32'
75.00'
17'03'09"
22.24'
N77'06'03"E
property
L2
NO3'56'52"W
78.44'
C2
31.27'
20.00'
8934'30"
28.18'
N40'50'23"E
L3
N24'00'06"E
504.66'
C3
60.96'
125.00'
27'56'58"
60.37'
N10'01'37"E
L4
N15'08'57"E
203.77'
C4
61.80'
400.00'
8'51'09"
61.74'
N19'34'31"E
L5
N22'23'53"E
301.05'
C5
22.14'
175.00'
7'14'57"
22.13'
N18'46'25"E
L6
N63'48'47"W
26.99'
C6
37.62'
25.00'
86'12'41"
34.17'
N20'42'27"W
L7
NO2'45'31"W
84.14'
C7
42.62'
40.00'
61'03'17"
40.64'
N33'17'09"W
L8
N11'33'07"W
29.09'
CB
34.12'
25.00'
78'11'11"
31.53'
N05'41'12"E
L9
N33'24.23"W
34.55'
C9
41.53'
75.00'
31'48'15"
41.10'
N28'52'40"E
L10
N44'46'48"E
36.30'
C10
75.42'
50.00'
86'25'44" . 68.47'
N30'14'19"W
L11
N12'58'33"E
186.02'
C11
69.26'
200.00'
19'50'25" 68.91'
N63'31'59"W
L12
N73'27'114
75.12'
C12
82.39'
100.00'
4712'14"
80.08'
N77'12'53"W
L13
S79'11'00"W
95.44'
C13
61.24'
200.00'
17'32'41"
61.00'
570'24'39"W
L14
S61'38'19"W
75.80'
C14
85.99'
200.00'
24'38'05"
85.33'
573'57'21"W
O.
L15
586'15'24"W
119.05'
C15
54.43'
150.00'
20'47'26"
54.13'
575'52'41"W
�,pt'r
,'' i/
L16
565'28'58"W
264.81'
C16
62.61'
175.00'
20'30'00"
62.28'
575'43'58"W
; U ;1,
L17
585'58'58"W
110.19'
017
75.54'
175.00'
24'43'58"
74.96'
573'36'59"W
L18
S61'15'004
109.96'
C1B
70.01'
100.00'
40'06'36"
66.58'
58118'18"W"W
J;
L19
N78'38'24"W
43.47'
C19
39.99'
150.00'
15'16'26"
39.87'
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L20
N89'58'40'E
89.20'
C20
2.62'
275.00'
0'32'44"
2.62'
N63'38'18"W
Michael Chad Dilka — On Behalf Of Ring Surveyors
Colorado Licensed Professional Land Surveyor xl38106
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PROJECT NO:20170291
KING SURVEYORS DATE: 1O/2/2O17
650 E. Garden Drive I Windsor, Colorado 80550
CLIENT: WELD COUNTY
phone: (970) 686-5011 I fax (970) 686-5821 DWG: 201 702 91ESMT
email: contact®KingSurveyors.com DRAWN: TJJ CHECKED: MCD
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