Exhibit C Draft Plat for Tri State Property.pdf

THE

RANCH

COUNTRY

CLUB

W 112TH AVE

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W 116TH AVE

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ROBERT E. HARRIS

COLORADO P.L.S. 37601

FOR & ON BEHALF OF

GILLIANS LAND CONSULTANTS

SURVEYOR'S CERTIFICATE

KNOW ALL PERSONS BY THESE PRESENT THAT TRI-STATE GENERATION AND TRANSMISSION

ASSOCIATION, INC., A COLORADO COOPERATIVE CORPORATION, BEING THE OWNER OF THE

PROPERTY DESCRIBED AS FOLLOWS:

A PARCEL OF LAND IN THE SOUTHEAST ONE-QUARTER OF SECTION 4, TOWNSHIP 2 SOUTH,

RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WESTMINSTER, ADAMS COUNTY,

COLORADO, DESCRIBED AS FOLLOWS:

BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST ONE-QUARTER OF SAID

SECTION 4;

THENCE NORTH 89°48'59" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST

ONE-QUARTER, A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING;

THENCE SOUTH 00°29'46" WEST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST

ONE-QUARTER, A DISTANCE OF 1574.41 FEET TO A POINT ON THE NORTH LINE OF A PARCEL

OF LAND DESCRIBED IN BOOK 2251 PAGE 591, ADAMS COUNTY RECORDS;

THENCE NORTH 89°40'43" WEST ALONG THE NORTH LINE OF SAID PARCEL, A DISTANCE OF

1041.00 FEET TO THE NORTHEAST CORNER OF NORTH GLENN MANOR - AMENDED FILING, A

SUBDIVISION OF A PART OF SAID SOUTHEAST ONE-QUARTER;

THENCE NORTH 89°42'24" WEST ALONG THE NORTH LINE OF SAID NORTH GLENN MANOR -

AMENDED FILING, A DISTANCE OF 761.79 FEET TO A POINT 788.14 FEET EAST OF THE WEST

LINE OF SAID SOUTHEAST ONE-QUARTER;

THENCE NORTH 00°14'35" EAST, A DISTANCE OF 305.00 FEET TO THE BEGINNING OF A CURVE

TO THE RIGHT, THE DELTA OF SAID CURVE IS 16°02'46", THE RADIUS OF SAID CURVE IS 170.00

FEET, THE CHORD OF SAID CURVE BEARS NORTH 08°15'48" EAST, 47.45 FEET;

THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 47.61 FEET;

THENCE NORTH 73°42'48" WEST, A DISTANCE OF 60.00 FEET;

THENCE NORTH 81°30'00" WEST, A DISTANCE OF 244.84 FEET TO THE SOUTHEAST CORNER

OF LOT 1, BLOCK 2, RANCHO PECOS I SUBDIVISION;

THENCE NORTH 00°00'00" EAST ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 187.09

FEET TO A POINT ON A CURVE TO THE RIGHT, THE DELTA OF SAID CURVE IS 07°56'51", THE

RADIUS OF SAID CURVE IS 315.00 FEET, THE CHORD OF SAID CURVE BEARS SOUTH 74°23'00"

EAST, 43.66 FEET;

THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 43.69 FEET TO THE END OF SAID

CURVE;

THENCE SOUTH 70°24'35" EAST, A DISTANCE OF 430.00 FEET TO THE BEGINNING OF A CURVE

TO THE LEFT, THE DELTA OF SAID CURVE IS 60°00'00", THE RADIUS OF SAID CURVE IS 235.00

FEET, THE CHORD OF SAID CURVE BEARS NORTH 79°35'25" EAST, 235.00 FEET;

THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 246.09 FEET TO THE END OF SAID

CURVE;

THENCE NORTH 49°35'25" EAST, A DISTANCE OF 162.70 FEET;

THENCE NORTH 40°24'35" WEST, A DISTANCE OF 580.57 FEET TO A POINT ON THE

SOUTHEASTERLY R.O.W. OF NAVAJO STREET AS SHOWN ON RANCHO PECOS I SUBDIVISION,

A SUBDIVISION OF A PART OF SAID SOUTHEAST ONE-QUARTER;

THENCE NORTH 50°05'25" EAST ALONG SAID SOUTHEASTERLY R.O.W. LINE, A DISTANCE OF

136.60 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, THE DELTA OF SAID CURVE IS

49°54'24", THE RADIUS OF SAID CURVE IS 190.00 FEET, THE CHORD OF SAID CURVE BEARS

NORTH 25°08'13" EAST, A DISTANCE OF 160.31 FEET;

THENCE CONTINUING ALONG SAID NAVAJO STREET R.O.W. AND ALONG THE ARC OF SAID

CURVE, A DISTANCE OF 165.50 FEET TO THE END OF SAID CURVE;

THENCE NORTH 00°11'11" EAST ALONG SAID NAVAJO STREET R.O.W., A DISTANCE OF 310.55

FEET TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST ONE-QUARTER;

THENCE SOUTH 89°48'59" EAST ALONG SAID NORTH LINE, A DISTANCE OF 1508.35 FEET TO

THE TRUE POINT OF BEGINNING.

EXCEPT THAT PORTION DESCRIBED IN RIGHT-OF-WAY DEDICATION RECORDED JANUARY 29,

1973 IN BOOK 1843 PAGE 36.

EXCEPT THAT PORTION DESCRIBED IN RIGHT-OF-WAY DEDICATION RECORDED FEBRUARY 1,

1973 IN BOOK 1843 PAGE 864.

EXCEPT ANY PORTION OF SUBJECT PROPERTY LYING WITHIN TRI-STATE SUBDIVISION AS

RECORDED APRIL 28, 1982 AT RECEPTION NO. B375093.

CONTAINING 1,657,954 SQUARE FEET OR 38.06 ACRES, MORE OR LESS.

HAS LAID OUT, SURVEYED, SUBDIVIDED AND PLATTED THE SAME UNDER THE NAME OF

TRI-STATE SUBDIVISION SOUTH FILING NO. 1, CITY OF WESTMINSTER, COUNTY OF ADAMS,

STATE OF COLORADO.

LAND DESCRIPTION:

CLERK AND RECORDER'S CERTIFICATE

SCALE: 1"=2,000'

VICINITY MAP

N

I, ROBERT E. HARRIS, A LAND SURVEYOR REGISTERED IN THE STATE OF COLORADO, HEREBY

CERTIFY THAT THERE ARE NO EASEMENTS IN EVIDENCE OR KNOWN BY ME TO EXIST ON OR

ACROSS THE ABOVE-DESCRIBED PROPERTY EXCEPT AS SHOWN ON THIS PLAT. I FURTHER

CERTIFY THAT I HAVE SURVEYED THIS PROPERTY AND THIS PLAT ACCURATELY AND

PROPERLY SHOW SAID PROPERTY, AND THAT ALL MONUMENTS EXIST AS SHOWN HEREON.

THIS LAND SURVEY PLAT COMPLIES WITH SECTION 38-51-106, COLORADO REVISED STATUES.

12/22/2021

TRI-STATE SUBDIVISION SOUTH

FILING NO. 1

LOCATED IN THE SOUTHEAST 1/4 OF

SECTION 4, TOWNSHIP 2 SOUTH,

RANGE 68 WEST OF THE 6TH P.M.,

COUNTY OF ADAMS, STATE OF COLORADO

SHEET 1 OF 3

SHEET:

FILE:

SCALE:

ISSUE DATE:

DESIGNER:

CHECKED:

DRAWN:

JOB NO.:

LAND SURVEYING

ALTA/NSPS SURVEYS

TOPOGRAPHIC MAPS

CONSULTING SERVICES

GILLIANS LAND CONSULTANTS

P.O. BOX 746358

ARVADA, CO 80006-6358

303-972-6640 www.gillianslc.com

Gillians

21102

ALB

REH

JW

N/A

21102 MS

OF 2

7/6/2021

STATE OF COLORADO )

) SS.

COUNTY OF )

SUBSCRIBED AND SWORN TO BEFORE ME ON THIS __________ DAY OF _______________________, 20_______, BY _________________________________________________ FOR TRI-STATE GENERATION

AND TRANSMISSION ASSOCIATION, INC., A COLORADO COOPERATIVE CORPORATION

MY COMMISSION EXPIRES:

WITNESS MY HAND AND OFFICIAL SEAL

NOTARY PUBLIC

NOTARIAL:

OWNERSHIP AND TITLE CERTIFICATION:

I, _________________________________________, A DULY AUTHORIZED OFFICER OF FIDELITY

NATIONAL TITLE INSURANCE COMPANY, HEREBY CERTIFY THAT THE PARTIES EXECUTING

THIS PLAT AS OWNERS OF THE ABOVE DESCRIBED PROPERTY ARE THE OWNERS THEREOF

IN FEE SIMPLE; AND FURTHER, THAT ALL PUBLIC RIGHTS-OF-WAY, EASEMENTS OR

IMPROVEMENTS, IF ANY THAT ARE DEDICATED BY THIS PLAT ARE FEE AND CLEAR OF ALL

LIENS AND ENCUMBRANCES.

DATE SIGNATURE OF AUTHORIZED OFFICIAL

TITLE COMPANY

THIS PLAT, AND THE DEDICATION FOR THE PUBLIC'S USE OF THE STREETS, PUBLIC WAYS

AND PUBLIC UTILITY EASEMENTS, AS SHOWN HEREON, TO THE CITY OF WESTMINSTER, ARE

HEREBY ACCEPTED THIS __________ DAY OF _______________________, 20_______,

CITY MANAGER

ATTEST: CITY CLERK

CITY APPROVAL:

RECEPTION NO.

ACCEPTED FOR FILING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF ADAMS

COUNTY AT BRIGHTON, COLORADO ON THIS __________ DAY OF

________________________________ 20__________ , AT ______:__________ O-CLOCK, _____.M.

ADAMS COUNTY CLERK AND RECORDER

BY: DEPUTY CLERK

OWNER:

TRI-STATE GENERATION AND TRANSMISSION ASSOCIATION, INC., A COLORADO COOPERATIVE

CORPORATION

BY: ____________________________________

TITLE: ____________________________________

ATTEST: ____________________________________, ____________________

~DRAFT~

ELECTRONIC

COPY FOR

REVIEW ONLY

REVISION #2 7/29/2021

REVISION #1: 7/8/2021

ORIGINAL SUBMITTAL 7/6/2021

AutoCAD SHX Text 37601

FOUND 3" ALUMINUM CAP

IN CONCRETE, 0.7' BELOW

GRADE, PLS ILLEGIBLE

FOUND #5 REBAR WITH

YELLOW PLASTIC CAP

STAMPED "CR MOORE

PLS 10945"

FOUND #5 REBAR

WITH NO CAP

FOUND #4 REBAR

WITH BROKEN RED

PLASTIC CAP, PLS

ILLEGIBLE

FOUND 1" BRASS

WASHER WITH MAG

NAIL (ILLEGIBLE)

EAST 1/4 CORNER SECTION 4, FOUND 3 1/4"

ALUMINUM CAP IN RANGE BOX AS SHOWN ON

MONUMENT RECORD ACCEPTED JAN 16 1996,

STAMPED "1995 26288"

POINT OF BEGINNING

116TH AVENUE

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LOT 1, BLOCK 1

TRI-STATE SUBDIVISION

(PLAT FILE 14, MAP 847, REC. #B375093)

100' R.O.W.

(REC. #375093)

EAST LINE SE1/4 SEC 4

NORTH LINE

SE1/4 SEC 4

30' R.O.W. (REC. #B375093)

M A

T C

H L

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H E

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S H

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BLOCK 1, KAISER NORTH-FIRST FILING

(PLAT FILE 14, MAP 719, REC. #B309794)

R

O

W

20' SANITARY SEWER EASEMENT

(BOOK 1820, PAGE 996)

36' STORM DRAINAGE

EASEMENT

(BOOK 2485, PAGE 574)

CENTERLINE OF

DITCH AGREEMENT

(BOOK 2883,

PAGE 183)

45' SIDEWALK

EASEMENT

(REC. #C0065635,

BOOK 4495, PAGE 500)

30' DRAINAGE EASEMENT

(REC. #C0157906, BOOK 4708, PAGE 74 &

REC. #C0170419, BOOK 4739, PAGE 352)

TRUE POINT OF BEGINNING

30' R.O.W.

(BOOK 1843, PAGE 36 &

BOOK 1843, PAGE 864)

30' R.O.W.

(BOOK 1843, PAGE 36)

FOUND #5

REBAR WITH

YELLOW

PLASTIC CAP,

PLS 37885

NE CORNER

NORTH GLENN

MANOR - AMENDED

info14.299 AC±622,896.4 SF±

LOT 2

S

W

S °1

'1

"W

.2

230.83' (T)

108.71' (T)

477.75' (T)

S47°17'06"E

149.64' (AM)

S

S69°59'41"E

231.21' (AM)

S73°34'20"E

108.49' (AM)

S89°24'45"W 1041.00'

A

M

50.00'

S56°51'24"E

69.95' (AM)

69.87' (T)

N89°16'29"E 477.59' (AM)

A

M

L

1508.35' (AM & L)

C

S

A

M

S30°33'37"E

172.07' (AM)

172.14' (T)

NORTH LINE BOOK 2251, PAGE 591

W 115TH

AVE

W 114TH

AVE

25' SIDEWALK

EASEMENT

(REC. #C0065635,

BOOK 4495, PAGE 500)

FOUND #5 REBAR WITH

YELLOW PLASTIC CAP,

PLS 38226

APPROXIMATE LIMITS OF

FEMA FLOOD STUDY

518,212 SF±

11.90 AC±

LOT 4

185,544 SF±

4.26 AC±

LOT 3

548,419 SF±

12.59 AC±

N

W

N

W

N

W

N

W

N

W

N

W

N

W

S

E

S43°27'25"E

117.94'

N

W

S

W

LOT 1

405,779 SF±

9.32 AC±

N W

S88°47'46"W

157.91'

S

H

E

SCALE: 1" =

US SURVEY FEET100'

100' 50' 100'

LEGEND

SET #5 REBAR (18") WITH GREEN PLASTIC CAP STAMPED "PLS 37601"

FOUND #5 REBAR WITH GREEN PLASTIC CAP STAMPED "PLS 37601"

FOUND SECTION CORNER MONUMENT AS NOTED

FOUND MONUMENT AS NOTED

DIMENSIONS AS MEASURED IF DIFFERENT THAN RECORDED

CALCULATED

TRI-STATE SUBDIVISION DIMENSIONS (REC. #B375093)

DIMENSIONS IN TITLE COMMITMENT LEGAL DESCRIPTION

RANCHO PECOS I SUBDIVISION DIMENSIONS (REC. #980169)

APPROXIMATE AREA OF FEMA SPECIAL FLOOD HAZARD AREA (ZONE A,

AH AO AR, A99, V OR VE NOT SPECIFIED ON MAP NUMBERS 08059C0094F,

EFFECTIVE DATE 2/5/2014 AND 08059C0113F, EFFECTIVE DATE 2/5/2014) -

2.3± ACRES ON SUBJECT PROPERTY

APPROXIMATE AREA OF FEMA SPECIAL FLOOD HAZARD AREA ZONE AE

MAP NUMBER 08059C0094F, EFFECTIVE DATE 2/5/2014 AND 08059C0113F,

EFFECTIVE DATE 2/5/2014) - 2.5 ACRES ON SUBJECT PROPERTY

WETLANDS DELINATIONS AS MARKED BY OTHERS (SURVEYED ON

7/2/2021) = 5.6± ACRES ON SUBJECT PROPERTY

(AM)

(C)

(T)

(L)

(R)

12/22/2021

SHEET:

FILE:

SCALE:

ISSUE DATE:

DESIGNER:

CHECKED:

DRAWN:

JOB NO.:

LAND SURVEYING

ALTA/NSPS SURVEYS

TOPOGRAPHIC MAPS

CONSULTING SERVICES

GILLIANS LAND CONSULTANTS

P.O. BOX 746358

ARVADA, CO 80006-6358

303-972-6640 www.gillianslc.com

Gillians

21102

ALB

REH

JW

1"=100'

21102 MS

OF 2

7/6/2021

TRI-STATE SUBDIVISION SOUTH

FILING NO. 1

LOCATED IN THE SOUTHEAST 1/4 OF

SECTION 4, TOWNSHIP 2 SOUTH,

RANGE 68 WEST OF THE 6TH P.M.,

COUNTY OF ADAMS, STATE OF COLORADO

SHEET 2 OF 3

SCALE: 1"=1,000'

KEY MAP

~DRAFT~

ELECTRONIC

COPY FOR

REVIEW ONLY

THE COMBINED AREA OF FEMA SPECIAL FLOOD ZONE AREAS AND WETLAND AREAS

LYING WITHIN THE SUBJECT PROPERTY IS APPROXIMATELY 312,233 SQUARE FEET OR

7.17 ACRES, MORE OR LESS.

NOTE: FEMA FLOOD STUDY DOES NOT EXTEND TO EAST SUBJECT PROPERTY LINE.

AREAS ABOVE ARE GIVEN ONLY WITHIN THE FLOOD STUDY AREA, AS SHOWN.

FOUND #4 REBAR

WITH NO CAP

FOUND #5 REBAR

WITH YELLOW

PLASTIC CAP, PLS

11330

FOUND #5 REBAR

WITH YELLOW PLASTIC

CAP STAMPED "CR

MOORE PLS 10945"

FOUND #5 REBAR WITH

YELLOW PLASTIC CAP,

PLS 37885

O

W

N

A

V

A

J

O

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E

E

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T

R

A

C

AH

I G

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A

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C

FOUND #5 REBAR WITH

YELLOW PLASTIC CAP,

PLS 37885

FOUND #5 REBAR WITH

BROKEN YELLOW

PLASTIC CAP, PLS

ILLEGIBLE

FOUND #4 REBAR

WITH NO CAP

FOUND #4 REBAR

WITH NO CAP

FOUND #4

REBAR WITH

NO CAP

FOUND #4 REBAR

WITH NO CAP

FOUND #4

REBAR WITH

NO CAP

W 116TH AVENUE

M A

T C

H L

I N

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S

H E

H

E E

T

TRACT B, HIGHLANDS AT

WESTBURY SUBDIVISION

(PLAT FILE 18, MAP 959, REC.

#C1222716)

20' SANITARY

SEWER EASEMENT

(BOOK 1820, PAGE 996)

CENTERLINE OF DITCH

AGREEMENT (BOOK

2883, PAGE 183)

FOUND #4 REBAR

WITH NO CAP

60' R.O.W. (REC. #980169)

S89°21'15"W

788.19' (AM) 788.14' (L)

WEST LINE

SE1/4 SEC 4

~UNPLATTED~

(REC. #20041230001325000)

BLOCK 4, NORTHGLENN MANOR

AMENDED (PLAT FILE 12, MAP 289,

REC. #913130)

FOUND #5 REBAR WITH

YELLOW PLASTIC CAP,

PLS 37054

NORTH LINE OF THE SE 1/4 SECTION 4 - S89°16'29"W (BASIS OF BEARING) 2638.69

BLOCK 1, HIGHLANDS AT WESTBURY

SUBDIVISION

(PLAT FILE 18, MAP 959, REC. #C1222716)

(R.O.W. VARIES

REC. #980169)

W. 115TH AVE

FOUND #5

REBAR WITH

YELLOW

PLASTIC CAP,

PLS 37885

149.76' (T)

181.36' (T)

N74°37'20"W

60.28' (AM)

L=43.60'

R=315.00'

Δ=7°55'50"

Ch B=S75°26'27"E

Ch L=43.57'

S

M

N48°40'53"E

162.70'

N49°10'53"E

136.32' (C)

L=165.50'

R=190.00'

Δ=49°54'24"

Ch B=N24°13'41"E

Ch L=160.31'

S40°48'20"E

181.52' (AM)

S47°17'06"E

149.64' (AM)

L=47.57' (AM)

R=170.00'

Δ=16°01'59" (AM)

Ch B=N07°41'28"E

Ch L=47.42' (AM)

60' (L)

47.61' (L)

16°02'46" (L)

47.45' (L)

L=246.06' (AM)

R=235.00'

Δ=59°59'34" (AM)

Ch B=N78°40'38"E

Ch L=234.97' (AM)

43.69' (L)

7°56'51" (L)

N00°00'00"E

78.31' (AM)

N

E

M

C

77.91' (E)

20.12' (AM)

20.00' (T)

136.60' (L)

43.66' (L)

C

N

A

M

246.09' (L)

60°00'00" (L)

235.00' (L)

N W

A

M

L

LOT 2

S30°33'37"E

172.07' (AM)

172.14' (T)

L

N

'2

A

M

LOT 1, BLOCK 2, RANCH

PECOS I SUBDIVISION

(PLAT FILE 13, MAP 110,

REC. #980169)

N

A

M

S89°21'15"W 762.07' (AM)

761.79' (L)

518,212 SF±

11.90 AC±

LOT 3

548,419 SF±

12.59 AC±

N

W

N

W

S89°16'29"W

164.52'

L=6.11'

R=190.00'

Δ=1°50'31"

Ch B=N00°11'45"E

Ch L=6.11'

L=159.39'

R=190.00'

Δ=48°03'53"

Ch B=N25°08'57"E

Ch L=154.76'

LOT 4

185,544 SF±

4.26 AC±

N

W

S

E

S43°27'25"E

117.94'

N

S

H

E

SCALE: 1" =

US SURVEY FEET100'

100' 50' 100'

CENTER OF SECTION 4

FOUND 3 1/4" ALUMINUM CAP IN

RANGE BOX AS SHOWN ON

MONUMENT RECORD ACCEPTED

07-25-2005 (STAMPING ILLEGIBLE)

12/22/2021

SURVEY NOTES

1. NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION

BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST

DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN

THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF

CERTIFICATION SHOWN HEREON.

2. BASIS OF BEARINGS: THE NORTH LINE OF THE SOUTHEAST 1/4 SECTION 4, TOWNSHIP 2

SOUTH, RANGE 68 WEST, IS ASSUMED TO BEAR S89°16'29"W. THIS SURVEY HAS BEEN

ROTATED FROM THE TRI STATE SUBDIVISION BEARINGS (REC. #B375093) TO CITY OF

WESTMINSTER COORDINATES, AND IS MONUMENTED AS SHOWN ON SHEETS 2 & 3.

3. DISTANCES ON THIS SURVEY ARE EXPRESSED IN US SURVEY FEET AND DECIMALS

THEREOF. A US SURVEY FOOT IS DEFINED AS EXACTLY 1200/3937 METERS.

TRI-STATE SUBDIVISION SOUTH

FILING NO. 1

LOCATED IN THE SOUTHEAST 1/4 OF

SECTION 4, TOWNSHIP 2 SOUTH,

RANGE 68 WEST OF THE 6TH P.M.,

COUNTY OF ADAMS, STATE OF COLORADO

SHEET 3 OF 3

SHEET:

FILE:

SCALE:

ISSUE DATE:

DESIGNER:

CHECKED:

DRAWN:

JOB NO.:

LAND SURVEYING

ALTA/NSPS SURVEYS

TOPOGRAPHIC MAPS

CONSULTING SERVICES

GILLIANS LAND CONSULTANTS

P.O. BOX 746358

ARVADA, CO 80006-6358

303-972-6640 www.gillianslc.com

Gillians

21102

ALB

REH

JW

1"=100'

21102 MS

OF 2

7/6/2021

KEY MAP

SCALE: 1"=1,000'

~DRAFT~

ELECTRONIC

COPY FOR

REVIEW ONLY