HomeMy WebLinkAbout20013111.tiff C. 7')707
C ; -
DISTRICT COURT
COUNTY OF WELD, COLORADO - r r•
Court Address: 901 9th Avenue _
Greeley, Colorado 80631 __'_-
Telephone No.: (970) 351-7300
Petitioner(s):
Eagle Meadow Metropolitan District
Respondent(s):
j COURT USE ONLY A
Attorneys for Plaintiff:
Case Number: a\Cplq`k
Dianne D. Miller
Icenogle,Norton, Smith, Blieszner& Miller, P.C. Div.: ,_ Ctrm:
821 17th Street, Suite 600
Denver, Colorado 80202
Phone Number: (303) 292-6400
Fax Number: (303) 292-6401
E-mail: ddm@inspc.com
Atty. Reg. #: 26180
NOTICE OF HEARING ON PETITION
IN RE THE ORGANIZATION OF EAGLE MEADOW METROPOLITAN
DISTRICT,WELD COUNTY, COLORADO
PUBLIC NOTICE IS HEREBY GIVEN that there was filed in the Weld County District
Court in Greeley, Colorado, on the 26th day of September, 2001, a Petition entitled "In Re the
Organization of Eagle Meadow Metropolitan District, Weld County, Colorado," which Petition
prays for the organization of a special district, pursuant to the provisions of part 3 of article 1 of title
32, Colorado Revised Statutes.
The purposes of the proposed District are as follows:
a. Streets
b. Traffic and Safety Controls
c. Water
d. Sanitary Sewer and Storm Drainage
e. Parks and Recreation
The proposed Eagle Meadow Metropolitan District is located entirely within the City of
Dacono, Colorado at the southeast intersection of Weld County Roads 10 and 11. A legal
description for the parcel,which the proposed District encompasses,is attached as Exhibit A.
v's17/defeeJ e<- 2001-3111
E' 'i 1 4,;e,;
L
NOTICE IS FURTHER GIVEN that any time after the filing of the Petition for the
organization of the proposed District in the District Court for the County of Weld, but no later than
ten (10) days before the hearing on the petition, in accordance with the provisions of section 32-1-
305(3), C.R.S., the owner of any real property within the proposed District may file a petition with
the District Court stating reasons why said property should not be included therein and requesting
that said real property be excluded therefrom. Such petition shall be duly verified and shall
describe the property for which the exclusion is requested. The Court shall hear said petition for
organization and any objections thereto and shall determine whether, in the best public interest, said
property should be excluded or included in the proposed special district.
NOTICE IS FURTHER GIVEN that by an Order of the Weld County District Court, a
Public Hearing on said Petition will be held at the hour of g'?<) o'clock A .M. at the said
District Court on tkrso . , the I Sr day of tih\ro.mVary- , 2001 at which time
and place any parties or person';' in interest may appear if they so desire, within the limitations
provided by law.
MARY, M. BOHLENDER
Clerk of the Weld County District Court.� - Ac45ar S.
Qpar-S,
(SEAL OF THE DISTRICT COURT) `S R
Mtlient Eagle Mtadow`sVCplan
Notice INC 0121
0604 0003
EXHIBIT A
• EAGLE MEADOW METROPOLITAN DISTRICT
PAGE 1 OF 3
LEGAL DESCRIPTION
THE NORTH 1/2 OF SECTION 13, TOWNSHIP 1 NORTH, RANGE 68 WEST OF
THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
LYING SOUTH OF COUNTY ROAD NO. 10, EAST OF COUNTY ROAD 11,
NORTH OF THE AS CONSTRUCTED CENTERLINE OF BULL CANAL, AND
WEST OF THAT PARCEL OF LAND DESCRIBED IN BOOK 1295 PAGE 500,
COUNTY PUBLIC RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 13; THENCE
S 89'53'460 E ALONG THE NORTH LINE OF THE NORTHWEST 1/4 SECTION
13 A DISTANCE OF 30.00 FEET TO A POINT ON THE EASTERLY RIGHT OF
WAY LINE OF COUNTY ROAD NO. 11; THENCE S 00'03'24" W ALONG
SAID EASTERLY RIGHT OF WAY UNE A DISTANCE OF 30.00 FEET TO THE
TRUE POINT OF BEGINNING;
THENCE S 89'53'48" E ALONG THE SOUTHERLY RIGHT OF WAY LINE OF •
COUNTY ROAD NO. 10 LYING 30.00 FEET SOUTH OF THE NORTH LINE SAID
NORTHWEST 1/4 SECTION 13 A DISTANCE OF 2598.24 FEET TO POINT ON THE
EAST LINE OF SAID NORTHWEST 1/4 SECT10N13;
THENCE S 89'57'31" E ALONG THE SOUTHERLY RIGHT OF WAY LINE OF
COUNTY ROAD NO. 10 LYING 30.00 FEET SOUTH OF THE NORTH LINE OF
THE NORTHEAST 1/4 SECTION 13 A DISTANCE OF 37.29 FEET TO A POINT ON
THE WESTERLY LINE OF THAT PARCEL OF LAND DESCRIBED IN BOOK 1295
PAGE 500, COUNTY PUBLIC RECORDS;
THENCE S 07'03'28" W ALONG SAID WESTERLY LINE A DISTANCE OF
789.28 FEET TO A POINT ON THE AS CONSTRUCTED CENTERLINE OF BULL •
CANAL;
THENCE ALONG THE AS CONSTRUCTED CENTERLINE OF BULL CANAL THE
FOLLOWING TWENTY FIVE (25) COURSES:
1. N 80'00'30" W A DISTANCE OF 135.58 FEET;
2. N 83'28'59" W A DISTANCE OF 104.90 FEET TO A POINT OF CURVATURE;
3. ALONG THE ARC OF A CURVE TO THE LEDT HAVING A RADIUS OF
560.00 FEET, A CENTRAL ANGLE OF 2706'47", A DISTANCE OF
216.13 FEET; THE LONG CHORD OF WHICH BEARS S 85'27'37" W
214.79 FEET TO A POINT OF COMPOUND CURVATURE;
4. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF
340.00 FEET, A CENTRAL ANGLE OF 22'08'06", A DISTANCE OF 131.35
FEET, THE LONG CHORD OF WHICH BEARS S 63'20'11" W 130.54 FEET;
5. S 52'16'08" W A DISTANCE OF 59.02 FEET TO A POINT OF CURVATURE;
6. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
265.00 FEET, A CENTRAL ANGLE OF 21'23'08", A DISTANCE OF 98.91 '
FEET, THE LONG CHORD OF WHICH BEARS S 41'34'34" W 98.34 FEET:
7. S 30'53'00" W A DISTANCE OF 83.35 FEET TO A POINT OF CURVATURE;
8. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING
A RADIUS OF 256.00 FEET, A CENTRAL ANGLE OF 18'39'38", A
DISTANCE OF 83.38 FEET, THE LONE CHORD OF WHICH BEARS
S 40'12'49" W 83.01 FEET;
9. S 49'32'38" W A DISTANCE OF 125.46 FEET TO A POINT OF CURVATURE;
10. ALONG TIIE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS •
OF 630.00 FEET, A CENTRAL ANGLE OF 17'05.51, A DISTANCE OF
188.00 FEET, THE LONG CHORD OF WHICH BEARS S 40'59'43" W
187.30 FEET TO A POINT OF COMPOUND CURVATURE;
11. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS
OF 320.00 FEET, A CENTRAL ANGLE OF 46'22'20", A DISTANCE OF
258.99 FEET, THE LONG CHORD OF WHICH BEARS S O9'15'37" W
251.98 FEET;
(CONTINUED) 'tis' , eastlaEce
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comp any
P.O.BOX 114.3'2520 FPCT ST.EAEIINIF,CO BF6I4
303-752-WET FAX 703-252-BEa2
EAGLE MEADOW METROPOLITAN DISTRICT
PAGE 2 OF 3
LEGAL DESCRIPTION (CONTINUED)
12. S 13'55'33" E 97.78 FEET TO A POINT OF CURVATURE;
13. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS
OF 200.00 FEET, A CENTRAL ANGLE OF 39'18'28", A DISTANCE
OF 137.21 FEET, THE LONG CHORD OF WHICH BEARS S
05'43'41" W 134.54 FEET TO A POINT OF COMPOUND CURVATURE; •
14. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS
OF .138,00 FEET, A CENTRAL ANGLE OF 24'25'03", A DISTANCE
OF 58.81 FEET, THE LONG .CHORD OF WHICH BEARS " 37'35'26"
W 58.37 FEET TO A POINT OF COMPOUND CURVATURE;
15. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS
OF 280.00 FEET, A CENTRAL ANGLE OF 25'56'38", A DISTANCE
OF 126.79 FEET, THE LONG CHORD OF WHICH BEARS S
62'46'17" W 125.71 FEET;
16. S 75'44'36" W A DISTANCE OF 130.76 FEET TO A POINT OF
CURVATURE;
17. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
290.00 FEET, A CENTRAL ANGLE OF 2739'34", A DISTANCE OF
140.00 FEET, THE LONG CHORD OF WHICH BEARS S 61'54'49" W
138.64 FEET;
18. S 48'05'02" W 57.28 FEET TO A POINT OF CURVATURE;
19. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING RADIUS OF
330.00 FEET, A CENTRAL ANGLE OF 18'47'07", A DISTANCE OF
108.20 FEET, THE LONG CHORD OF WHICH BEARS S 38'41'29" W
107.71 BEET;
20. S 29'17'55" W 114.26 FEET TO A POINT OF CURVATURE;
21. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS
OF 277.58 FEET, A CENTRAL ANGLE OF 34'40'01", A DISTANCE
OF 167.84 FEET, THE LONG CHORD OF WHICH BEARS
S 46'20'30" W 165.29 FEET TO A POINT OF COMPOUND CURVATURE;
22. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS
OF 180.00 FEET, A CENTRAL ANGLE OF 19'57'59", A DISTANCE
OF 62.73 FEET, THE LONG CHORD OF WHICH BEARS S 73'38'50" W
62.41 FEET;
23. S 83'37'49" W 111.72 FEET;
24. S 81'50'23" W 388.71 FEET;
25. S 80'28'33" W 281.67 FEET TO A POINT ON THE EASTERLY
RIGHT-OE-WAY LINE OF COUNTY ROAD NO. 11;
THENCE N 00'03'24" E ALONG SAID EASTERLY RIGHT-OF-WAY LINE
LYING 30.00 FEET EAST OF THE WEST LINE OF THE NORTHWEST 1/4 SECTION
13, A DISTANCE OF 2442.02 FEET TO THE TRUE POINT OF BEGINNING;
•
CONTAINING AN AREA OF 98.714 ACRES MORE OF LESS.
I, JAMES M. PECK, A SURVEYOR LICENSED IN THE STATE OF COLORADO, DO HEREBY
CERTIFY THAT THE AVOVE LEGAL DESCRIPTION WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND CHECKING. •
•
•
JAMES M. PECK, P.L.S. 29425
C:At.\ eastia71Ce
DATE IAi' surveying
company
P.O.SOX 1t43 12520 FAST St DATUM CO X0814
203-212-8881 FAX J41-722-H983
• • Ui EAGLE MEADOW METROPOLITAN DISTRICT
cO" POINT OF PAGE 3 OF 3
'}O COMMENCEMENT
n o NW COR SEC 13
121 o NE COR NWI/4 SEC 13
FOUND NO. 8 REBAR BASIS OE BEARINGS
c n w/3-1/4" ALUMINUM �-N LINE NW1/4 SEC 13 FOUND NO. 4 REBAR
CAP, LS 13155 1993 / S 89'53'48" E 2528.30' w/PLAST1C CAP LS 2132
iA W E-L D 1G-OW N_ T-i' ---R -0 -A--D — -N--0. —1
S 89'53'48' E 2598.24'
TRUE POINT 89'57'31" -c9.3
OF BEGINNING 60' COUNTY ROAD RIGHT—OF—WAY N 8957 ' E cn
e 900K 86 PAGE 273 37.29' 0
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W cK ¢cmo Ci w/1-1/4" PLASTIC
• x CAP LS 20673
'et co SCALE 1" = 400' .
' e } 28 CC) •
0
NN Z "3 Or
d W
N. CENTERLINE BULL CANAL n LI N 80.00'30' W 135.58'
z la N BOOK 406 PAGE 296 U L2 N 83'28'59' W 104.90'
z In o 13 C.) L3 S 52'16'0B' W 59.02'
n o (.1) G9 L4 S 30'53'00' W 83,35'
tb L5 S 49'32'38' W 125.46'
2 G,0 4
L6 S 13.55'33' E 97.78'
'% 1.7 S 75'44'36' W 130.76'
V V\ L8 S 48.05'02' W 5728'
L9 S 29.17'55' W 114,26'
LIO S 83'37'49' W 111.72'
L{ G 7 L11 L10 1ti L11 S 81'50'23' W 388.71'
L12 03 L12 S 80.28'33' W 281,67'
CURVE RADIUS DELTA ANGLE ARC LENGTH CHORD BEARING CHORD LEN
Cl 560.00' 2206'47" 216.13' S 85'27'37' W 214.79'
C2 340.00' 2706'05" 131.35' S 63'20'11" W 130.54'
___
SW CUR NW1/4 SEC 13 C3 265.00' 21'23'08" 98.91' S 41'34'34' W 98.34'
FOUND 2-1/2" ALUM. C4 256.00' 18'39'38' 83.38' S 40'12'49' W 83.01'
PIPE w/3-1/4" ALUM. CS 630.00' 1705'51" 188.00' S 40'59'43" W 187.30'
CAP LS 16401 C6 320.00' 46'22'20' 258.99' S 09'15'37" W 251.98'
C7 200.00' 39'18'28" 137.21' S 05'43'41" W 134.54'
C8 138.00' 24'25'03" 58.81' S 3735'26".W 58.37'
C9 280.00' 25'56'38" 126.79' S 62'46'17' W 125.71'
010 290.00' 2739'34" 140.00' S 61'54'49" W 138.64'
C11 330.00' 18'47'07' 108.20' S 38'41'29" W 107,71'
C12 277.58' 34'38'40" 167.84' S 46'20'30' W 165.29'
C13 180.00' 19'57'59" 62.73' _ S 73'38'50" W 62.41'
i *. @astlalce
NOTE: 1, %' s v�ursying
THIS EXHIBIT DOES NOT REPRESENT A MONUMENTEO SURVEY. "." co=mpany.
IT IS INTENDED ONLY TO DEPICT THE ATTACHED DESCRIPTION. P.O.SOX 1143 12110 mist sr.EASRA F.CO emu
30}15.2—SMI FAX 303-252-5M2
• EAGLE MEADOW METROPOLITAN DISTRICT
PAGE 1 OF 3
LEGAL DESCRIPTION
THE NORTH 1/2 OF SECTION 13, TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE
SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, LYING
SOUTH OF THE AS CONSTRUCTED CENTERLINE OF BULL CANAL, AND WEST OF THAT
PARCEL OF LAND DESCRIBED IN BOOK 1295 PAGE 500, COUNTY PUBLIC RECORDS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SAID
SECTION 13; THENCE S 89'27'12" E ALONG THE SOUTH LINE OF SAID
NORTHWEST 1/4 SECTION 13 A DISTANCE OF 30.00 FEET TO A POINT ON THE
EASTERLY RIGHT OF WAY LINE OF COUNTY ROAD NO. 11; THENCE
N 00'03'24" E ALONG SAID EASTERLY RIGHT OF WAY LINE A DISTANCE OF
136.81 TO A POINT ON THE AS CONSTRUCTED CENTERLINE OF DULL CANAL,
SAID POINT BEING THE TRUE POINT OF BEGINNING;
THENCE ALONG SAID AS CONSTRUCTED CENTERLINE OF BULL CANAL THE
FOLLOWING TWENTY-FIVE (25) COURSES:
1. N 80'28'33" E A DISTANCE OF 281.67 FEET;
2. N 81'50'23" F A DISTANCE OF 388.71 FEET;
3. N 83'37'49" E A DISTANCE OF 111.72 FEET TO A POINT OF CURVATURE;
4. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 180.00
FEET, A CENTRAL ANGLE OF 19'57'59", A DISTANCE OF 62.73 FEET,
THE LONG CHORD OF WHICH BEARS N 73'38'50" E 62.41 FEET TO A
POINT OF COMPOUND CURVATURE;
5. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 277.58
FEET, A CENTRAL ANGLE OF 34'38'40", A DISTANCE OF 167.84 FEET,
THE LONG CHORD OF WHICH BEARS N 46'20'30" E 165.29 FEET;
6. N 2917'55" E A DISTANCE OF 114.25 FEET TO A POINT OF CURVATURE; .
7. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 330.00
FEET, A CENTRAL ANGLE OF 18'47'07", A DISTANCE OF 108.20 FEET,
THE LONG CHORD OF WHICH BEARS N 38'41'29" E 107.71 FEET;
8. N 48'05'02" E A DISTANCE OF 57.28 FEET TO A POINT OF CURVATURE;
9. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 290.00
FEET, A CENTRAL ANGLE OF 2739'34", A DISTANCE OF 140.00 FEET,
THE LONG CHORD OF WHICH BEARS N 61'54'49" E 138.64 FEET;
10, N /544'36" E A DISTANCE OF 130.76 FEET TO A POINT OF CURVATURE;
11. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 280.00
FEET, A CENTRAL ANGLE OF 25'56'38", A DISTANCE OF 126.79 FEET,
THE LONG CHORD OF WHICH BEARS N 62'46'17" E 125.71 FEET TO A
POINT OF COMPOUND CURVATURE;
12. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 138.00
FEET, A CENTRAL ANGLE OF 24'25'03", A DISTANCE OF 58.81 FEET,
THE LONG CHORD OF WHICH BEARS N 37'35'26" E 58.37 FEET TO A
POINT OF COMPOUND CURVATURE; •
13. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 •
FEET, A CENTRAL ANGLE OF 39'18'28", A DISTANCE OF 137.21 FEET,
THE LONG CHORD OF WHICH BEARS N 05'43'41" E 134.54 FEET;
14. N 13'55'33" W A DISTANCE OF 97.78 FEET TO A POINT OF CURVATURE;
(CONTINUED)
eastlalce
7 21P surveying
company
P.O.BOX 1143 12520 FRST ST.EMT%14•.0O 00614
101-212-888I F/..1 R7-272-M!2
EAGLE MEADOW METROPOLITAN DISTRICT •
PAGE 2 OF 3
LEGAL DESCRIPTION (CONTINUED)
15. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF' 320.00
FEET, A CENTRAL ANGLE OF 46'22'20", A DISTANCE OF 258.99 FEET, -
THE LONG CHORD OF WHICH BEARS N 09'15'37" E 251.98 FEET TO A
POINT OF COMPOUND CURVATURE;
16. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 630.00
FEET, A CENTRAL ANGLE OF 17'05'51", A DISTANCE OF 188.00 FEET,
THE LONG CHORD OF WHICH BEARS N 40'59'43" E 387.30 FEET;
17. N 49'32'38" E A DISTANCE OF 125.46 FEET TO A POINT OF •
CURVATURE;
18. ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 256.00
FEET, A CENTRAL ANGLE OF 18'39'38•, A DISTANCE OF 83.38 FEET,
THE LONG CHORD OF WHICH BEARS N 40'12'49" E 83.01 FEET;
19. N 30'53'00" E A DISTANCE OF 83.35 FEET TO A POINT OF. CURVATURE
20. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 265.00
FEET, A CENTRAL ANGLE OF 21'23'08", A DISTANCE OF 98.91 FEET,
THE LONG CHORD OF WHICH BEARS N 41'34'34" E 98.34 FEET;
21. N 5216'08" E A DISTANCE OF 59.02 FEET TO A POINT OF
CURVATURE;
22. ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 340.00
FEET, A CENTRAL ANGLE OF 22'08'06", A DISTANCE OF.131.35 FEET,
THE LONG CHORD OF WHICH BEARS N 63'20'11" E 130.54 FEET TO A
POINT OF COMPOUND CURVATURE;
23. ALONG THE ARC OF A CURVE TO THE RIGHT. I-IAVING A RADIUS OF 560.00
FEET, A CENTRAL ANGLE OF 22'06'47", A DISTANCE OF 216.13 FEET,
THE LONG CHORD OF WHICH BEARS N 85'27'37" E 214.79 FEET;
24. S 83'28'59" E A DISTANCE OF 104.90, FEET;
25. S 80'00'30" E A DISTANCE OF 135.58 FEET TO A POINT ON THE
WESTERLY LINE OF THAT PARCEL OF LAND DESCRIBED IN BOOK 1295 PAGE
500, COUNTY PUBLIC RECORDS;
THENCE S 07'03'28" W ALONG SAID WESTERLY LINE AND THE SOUTHWESTERLY
EXTENSION OF SAID LINE A DISTANCE OF 1776.50 FEET TO A POINT ON THE
SOUTH LINE SAID NORTHWEST 1/4 SECTION 13;
THENCE N 89'27'12" W ALONG THE SOUTH LINE SAID NORTHWEST 1/4 SECTION
13 A DISTANCE OF 2316.74 FEET TO THE TRUE POINT OF BEGINNING;
CONTAINING AN AREA OF 48.417 ACRES MORE OR LESS.
I, JAMES M. PECK, A SURVEYOR LICENSED IN THE STATE OF COLORADO, DO HEREBY-
CERTIFY THAT THE AVOVE LEGAL DESCRIPTION WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND CHECKING.
•
JAMES M. PECK, P.L.S. 29425
•
eastlake
DAi_ "� , sysvayizig
company
P.O.802 1113 12520 FIRST S FASILME.CO 00611
303-252-8691 FAY 303-251-M!2
•• I'.
EAGLE MEADOW METROPOLITAN DISTRICT
•
PAGE 3 OF 3
j NW COR SEC 13
NE COR NWI I FOUND N0. 6 REHAB - /4 SEC 13
w/3-1/4" ALUMINUM N LINE NW1/4 SEC 13 FOUND NO, 4 REBAR
CAP. LS 9155 19931s 89'53'48' E 2826.30' w/PLASTIC CAP LS 2132
--- 9 -W D--G O I}->al—T-Y---R-O- -D---- N O -1-9 •
+- 60' COUNTY ROAD RIGHT-OF-WAY
T BOOK 86 PAGE 273 Bo
N
• C13 L12 03
di 1 LINE BEARING DISTANCE 1 0
LS N 00'03'24' E 136.81' ,c �,� G 0, C
L2 N 80'28'33' E 281.67'
L3 N 81'50'23' E 388,71' N. GP.: a I
L4 N 83'37'49' E 111,72' v7
> LS N 29'17'55' E 114.25' 03 LP cv
I L6 N 48'05'02' E 57.28' G
QI 1� L7 N 75'44'36' E 130,76' G?' m
CB I N LB N 13'55'33' W 97.78' I
II ~x W L9 N 49'32'38' E 125.46' b
n' 011 LID N 30'53'00' E 83.35' 03
r'1 Qa LII N 52'16'08' E 59.02' U CENTERLINE BULL CANAL n
no_
L12 S 83'28'59' E 104.90' BOOK 406 PAGE 296 n
r F+- ¢m L13 S 80'00'30' E 135,58' ,
r0
a U p.
V m
ry W c5 G4 c7 G5 �' PARCEL 2 0 •
j U V6 48.417 ACRES p I
3 h CI
MORE OR LESS to
IC
/
w L3 L4 0'
Ct
BASIS OF BEARINGS FOUND NO. 5 REBAR o
_ S 89'27'12" •
E S LINE NW1/4 SEC 13 w/1-1/4" PLASTIC
Jit< 30.00' N 89'27'12" W 2623.22' CAP LS 20673 I
TRUE POINT N 89'27'12" W 2316.74'
OF BEGINNING
POINT OF COMMENCEMENT - SE COR NE1/4 SEC 13
SW COR NWI/4 SEC 13, FOUND 2-1/2' ALUM. FOUND NO. 6 REBAR
PIPE w/3-1/4" ALUM. CAP, LS 16401 LS 2822' ALUMINUM CAP I
L 28258 1999
CURVE RADIUS DELTA ANGLE ARC LENGTH CHORD BEARING CHORD LEN
Cl 180.00' 19'57'59" 62.73' N 73'38'50" E 62.41'
C2 277.58' 34'38'40' 167.84' N 46'20'30' E 165.29'
C3 330.00' 18'47'07" 108.20' N 38'41'29" E 107.71' -
C4 290,00' 27'39'34" 140.00' N 61'54'49' E 138.64'
05 280.00' 25'56'38" 126.79' N 62'46'17' E 125.71' '
C6 I 135.00' 24'25'03" 58.81' N 37'35'26" E 58.37' - -
C7 200.00' 39'15'28" 137.21' N 05'43'41" E 134.54'
C8 320.00' 46'22'20" 258.99' N 09'15'37' E 251.98'
C9 630.00' _ 1705'51" 188.00' N 40'59'43" E 187.30'
C10 256.00' 18'39'38" 83.38' N 40'12'49" E 83.01'
C11 265.00' - 21'23'08" 98.91' N 41'34'34' E 98.34' -
C12 340.00' 22'08'06" 131.35' N 83'20'11' E 130.54'
C13 560.00' 22'06'47" 216.13' N 85'27'37" E . •- 214.79' SCALE 1" = 400'
Y vcl), eastIalce
NOTE: if t41, surveying'
TR'S EXHIBIT DOES NOT REPRESENT A MONUMENTED SURVEY. •- -' company.
IT I5 INTENDED CNLY TO DEPICT THE ATTACHED DESCRIPTION. - FA BOX 1110 11320 MD ST.EASO,O¢,CO 80614
363-752-8681 FM 303232-6667
DISTRICT COURT
COUNTY OF WELD, COLORADO
Court Address: 901 9th Avenue
Greeley, Colorado 80631
Telephone No.: (970) 351-7300
Petitioner(s):
Eagle Meadow Metropolitan District
Respondent(s):
A COURT USE ONLY
Attorneys for Plaintiff:
Case Number:
Dianne D. Miller
Icenogle, Norton, Smith,Blieszner&Miller,P.C. Div.: Ctrm:
821 17th Street, Suite 600
Denver, Colorado 80202
Phone Number: (303) 292-6400
Fax Number: (303) 292-6401
E-mail: ddm@inspc.com
Atty. Reg. #: 26180
BOND
IN RE THE ORGANIZATION OF EAGLE MEADOW METROPOLITAN
DISTRICT, WELD COUNTY, COLORADO
KNOW ALL MEN BY THESE PRESENTS, that pursuant to section 32-1-302, C.R.S., the
undersigned is held and firmly bound unto the People of the State of Colorado in the sum of Five
Hundred Dollars ($500.00), which cash deposit well and truly to be made and performed, I do
hereby bind myself,my successors and assigns,jointly and severally,by these presents.
The condition of this obligation is that in the event the organization of the Eagle Meadow
District, Weld County, Colorado, is not effected, the undersigned will pay all expenses connected
with the proceedings in the above-entitled matter.
A check in the amount of Five Hundred Dollars ($500.00) payable to the Clerk of the
District Court is attached as security for this understanding.
DATED this 26th day of September,2001.
ICENOGLE, NORTON, SMITH, BLIESZNER &
MILLER
A Professional Corporation
Dianne D.Miller,#26180
821 17`"Street, Suite 600
Denver, CO 80202-3040
(303)-292-6400
ATTORNEYS FOR THE PETITIONERS
M\Client`Eagle Meadow\Service Plan
Bond JNG 0108
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