HomeMy WebLinkAboutC17-243 Trinity RED Eagle Development LLCTEMPORARY CONSTRUCTION EASEMENT AGREEMENT
THIS TEMPORARY CONSTRUCTION EASEMENT AGREEMENT (the "Agreement")
is made as of the 06/29/2017 '(the "Effective Date") between Trinity RED Eagle
Development, LLC, a Colorado limited liability company, whose address is c/o RED Development,
One E. Washington St., Ste 300, Phoenix, AZ 85004 ("Grantor"), and the COUNTY OF EAGLE,
STATE OF COLORADO, whose address is P.O. Box 850, Eagle CO 81631 ("Grantee"). Grantor
and Grantee shall collectively be referred to as the "Parties".
WITNESSETH:
WHEREAS, Grantor is the fee owner of certain real property more particularly described
and depicted on Exhibit A attached hereto and incorporated herein (the "Property"); and
WHEREAS, Grantor acknowledges that the Town of Eagle ("Town") and Eagle County
Government ("County") are working jointly to construct the Trail within Town boundaries and east
of the Town boundaries for the benefit of, and use and enjoyment by, the public through an
intergovernmental agreement ("Trail Improvements"); and
WHEREAS, County will manage all construction activities in cooperation with the Town to
build the Trail Improvements; and
WHEREAS, Grantee desires to temporarily use the Property for the purposes of access,
grading and construction of the Trail Improvements, including construction staging, parking, and
storage of materials on the Property; and
WHEREAS, Grantor desires to grant to Grantee and Grantee desires to obtain from Grantor,
a temporary construction easement on the Property for the benefit of Grantee and the construction
of the Trail Improvements, all in accordance with the terms and conditions of this Agreement.
EASEMENT
NOW, THEREFORE, in consideration of the foregoing premises and the following
promises, and for good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged, the Parties hereto hereby agree as follows:
1. Grant of Temporary Easement. Grantor for good and valuable consideration, the
receipt and sufficiency of which is hereby confessed and acknowledged, hereby grants to Grantee,
its contractors, subcontractors, employees and agents, a non-exclusive temporary construction and
access easement over, under, upon and across the Property in the locations described and depicted
on Exhibit A (collectively the "Temporary Easement") to construct the Trail Improvements that are
located on the Property. The Temporary Easement may be used for access, staging, parking,
storage of construction materials, and the grading and construction of the Trail Improvements by
Grantee, its contractors, subcontractors, employees and agents. The Temporary Easement area may
be fenced and enclosed as part of the construction site while construction is occurring on the
Property.
C 17-243
2. Restoration. Grantee shall be responsible for restoring all areas disturbed within
the Temporary Easement, if any, to the condition that existed prior to such disturbance, in
accordance with the construction contract documents for the Trail Improvements.
3. Term. The Temporary Easement shall be effective upon the date of entry by
Grantee, its contractors, subcontractors, employees or agents, onto the Property for commencement
of construction of the Project. The Temporary Easement shall remain in effect during construction
of the Project and shall automatically terminate 30 days after the conclusion of construction of the
Trail Improvements. In any event, the Temporary Easement shall automatically terminate no later
than 18 months after the start of construction.
4. Insurance. Grantee agrees to maintain commercial general liability insurance
("CGL") for Grantee and its employees and agents and shall cause its contractors and
subcontractors to maintain commercial general liability insurance for the use and occupancy of the
Temporary Easement. The Grantee's CGL policy shall provide for insurance coverage consistent
with the limits of liability under the Colorado Governmental Immunity Act and shall name Grantor
as an additional insured. Grantee shall provide Grantor with evidence of such insurance upon any
request therefor by Grantor. Nothing herein shall be construed as a waiver by Grantee of the
limitations on liability which are provided to it under the Colorado Governmental Immunity Act,
C.R.S. § 24-10-101 et seq.
5. Notice. All notices or other communications made pursuant hereto shall be in writing
and shall be deemed properly delivered, given or served (i) when personally delivered, or (ii) two
(2) calendar days after being deposited in the United States mail, certified or registered, postage
prepaid, return receipt requested, or (iii) when delivered by FedEx or other comparable courier
service, charges prepaid, to the parties at their respective addresses listed below. Either party may
change its address for the purposes of this paragraph by giving five (5) days prior written notice of
such change to the other party.
14 0 491MM MIS
Trinity RED Eagle Development, LLC
c/o RED Development, LLC
Attn: Jeff Haney
7500 College Blvd., Ste. 750
Overland Park, KS 66210
Telephone: (913) 214-4603
Facsimile: (913) 214-4639
Ce1:7_�Mfl�l�l
Eagle County, Colorado
Attn: Kevin Sharkey, ECO Trails
500 Broadway
Post Office Box 854
Eagle, CO 81531
Telephone: 970-328-8605
Facsimile: 970-328-8629
2
And a copy to:
Eagle County Attorney
Attn: Holly Strablizky
500 Broadway
P❑ Box 850
Eagle, CO 81531
Telephone: 970-328-8685
Facsimile: 970-328-8599
6. Assignment and Successors. Grantee may not assign any of its rights and
obligations under this Agreement to any other person or entity without the prior written permission
of Grantor. This Agreement shall be binding upon and shall inure to the benefit of the Parties
hereto and their respective successors and assigns.
7. Warranty of Title. Grantor represents that it is the record owner of the Property
upon which the Temporary Easement is located and that it has full power and authority to execute
this Agreement. This Temporary Easement is granted subject to prior, recorded grants of
easements. During the term of this Agreement, Grantor shall not make or authorize any use of the
Temporary Easement which is inconsistent with or interferes with the uses authorized herein.
8. Governing Law and Venue. It is the intention of the Parties hereto that all
questions of construction and interpretation of this Agreement and the rights and obligations of the
Parties hereunder shall be determined in accordance with the laws of the State of Colorado. Venue
shall be in the District Court of Eagle County, Colorado.
9. Modifications. The Parties agree that any modification of this Agreement shall be
effective only when made in writing signed by both Parties.
10. Severability. Whenever possible, each provision of this Agreement shall be
interpreted in such a manner as to be valid under applicable law; provided, however, if any
provision of this Agreement shall be invalid or prohibited under applicable law, such provision shall
be ineffective to the extent of such invalidity or prohibition without invalidating the remaining
provisions of this Agreement.
11. Annual Appropriations. All financial obligations set forth in this Agreement are
subject to annual appropriation pursuant to C.R.S. § 29-1-110, as amended. Grantee shall act in
good faith when making appropriations necessary to comply with the financial obligations of this
Agreement.
12. Recording. This Agreement will not be recorded.
IN WITNESS WHEREOF, the Parties have entered into this Agreement as of the day and
year first above written.
TRINITY RED EAGLE DEVELOPMENT, LLC,
a Colorado limited liability company
By4Ea l m t, nc., i s e ager
ByMahon, Authorized Signatory
STATE OF KANSAS )
) ss.
COUNTY OF JOHNSON )
The foregoing instrument was acknowledged before me this 19,' day of April, 2017, by
Jeff McMahon, Authorized Signatory of Eagle Development, Inc., the sole Manager of Trinity RED
Eagle Development, LLC.
My commission expires
[seal]
Notar7lic
MELISSA A. GOODSON
Notary Public, State of P s s
�. My i
WKW&"
EAGLE COUNTY, STATE OF COLORADO
By and through its Board of County Commissioners
Jill Ryan, Chair
Regina O'Brien
Clerk to the Board
IX+111011 1
DEPICTION OF TEMPORARY EASEMENT
EXHIBIT A, PAGE 1 TEMPORARY EASEMENT DESCRIPTION
An easement being situated in Tract 59, Township 4 South, Range 84 West of the Sixth Principal
Meridi❑n, according to 'he Supplemental Plc; of the Independent Resurvey thereof accepted in the U.S.
Surveyor General's Office, June 20, 1922, Eagle County, Colorado, said easement heing situated on
that parcel of land referred o as Parcel 1 in Reception No. 200900676 of he Eagle County records,
and being more particularly described as follows:
Beginning a€ the Westerly line of said Parcel I, from which a Rebar & Aluminum Cao, LS rr 23089 at
the Southwesterly most corner of said Parcel 1, also being at the Northerly line of she Union Pac-f'c
railroad right of -way, beers 5 00'37'32" E a distance of 23.13 feet;
thence N 00'37'32" W along said Westerly line, distance of 1.54 feet:
thence N 59'08'37" E a distance of 431.26 feet;
thence 54.33 feet along ❑ tune to the left, having a radius of 237.00 feet, ❑ central angle of
13'06'02"r the chard of which bears N 52'34'36" E, ❑ distance of 54.21 feet;
:hence N 46'00'35" E ❑ distcnce of 38.08 feet;
thence 34.94 feet along a curve to the right, having a radius of 213.00 feel, a central angle of
9'23'53", the chard of which bears II 50'42'32" E, a distcnce of 34.90 feet:
thence N 33'14'49" W a distance of 10.00 feet;
thence 46.8i feet along a curve to the right. having a radius of 223.00 feet, a central ongle of
12'01'41 the chord of which bears N 61'28'56" E, a distance of 46.73 feet;
thence N 67'2947-' E a distance of 48.44 feet;
thence 5 22'30.13" E a distance of i0.00 feet;
thence N 67'29'47" E a distance of 44.70 feet;
thence 34.87 feet along ❑ curve to the left, having o radius of 2.37.00 feet, a central angle of
8'25'52", the chord of t%,hich bears ISI 63'W51" E, a distance of 1i_84 feet;
thence N 59'03'55" E e distcnce of 118.64 feet;
thence N 30'46'29" W a distance of 5.15 feet;
thence N 59'13'37" E ❑ distance of 80.90 feet;
thence S 30'46'23" E a distance of 4.92 feet;
thence N 59'03'55' E a distance of 652.94 feet to the common line of said Parcel 1, cnd the
'Nesterly line of that parcel referred to as Parcel 2 in said Reception sNo. 200900676;
thence S 24'21'19" W glonq said common line, a distance of 12.13 fee
W
athence 28.56 feel along a curve to the left, 'rovfng e radius of 12008.63 feet, a central Uncle of
0'08'11 the chard of which bears S 59'17'12" W, a distance ct 28.56 feet;
thence S 59'13'37" '1J a distance of 609.88 feet;
`I thence 39.51 feet along , curve to the right, having a radius of 462.68 feel, a central angle of
4'53'32", the chard of which bears S 65'03'01" W, a distance of 39.49 feet;
thence 5 67'29'41" W a distance of 93.15 feet;
thence 78.75 feet along a curve to the left, having a radius of 210.00 feet, a centrol angle of
21'29'11".the chord of which bears S 56'45'11" W, a distance of 78.29 feel;
Lnence S 46'00'35" W a distance of 38.08 feel;
thence 33.01 fee: along a curve to the right, raving o radius of 240.00 feet, c central angle of
7'52'49", the chord of whicn bears S 49'57'00" W, ❑ distance of 32.95 feet;
€hence 5 59'13'37" W o distance of 454.01 feet to €he point of beginning, said easement contoin'ng
0.179 acres (7800 square feet), more or less. O
Bearings recited hereon cre based on a 'tearing of
•,
$ S 59'13'37" W between Rebar and Aluminum Laos,
? as
b LS # 23089 round at the Southeasterly corner and
David A. Cooper,;
o Southwester y corners of said parcel referred to Cala. Reg. P.L.S. # M30:' "'` i 2900
as Parcel 1 in Reception Ko. 200900676
For, and on ` `L2
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behalf of SGAM1 ._.....
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3764 Cod +.gym
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Eagle Valley Trail
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RED Eagle, Parcel 1
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Temporary Easement
DESCRIPTION
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EXHIBIT A, PAGE 2
FJ. Rebor &
iIllegible Plum- Cap
1
Porcel 2, Reception
No, 200900676
7
Porcel 1, hecei3lion
No. 200900676
L4
Temq_orary
—
Easement
L4°
Curve icble
7800 5q Ft ±
L45--
Curve
0.179 AC. ±
144�
L43C1~
1
11
Chord direction
Chord Lengih
L112—\
L41—
L40f
Cor, 4, Ircct 59 L121
Fd- 2-25" Am. L39—
Coo. LS # 23089 C113L
CIO
37
I L.Z5Fd- N0-
? CV. LS 5 Rebar
}'
o plum•
i Ra595 tiagla YakCcrrwncrricl Perk Filint; Z,
and Re;;b 9PLats 1-7 and 1-8
` Rec Na.: 596352 and 60=859 L36f
Point of I
7 8geginninC 1 3 J I
1
line Tcble
(T ie}
Curve icble
Direction
f
C2
Curve
Lenofh
Rcdiu5
Delia
Chord direction
Chord Lengih
C2
806--70
11988.63'
003'51'07"
S61 -09-11"W
80585 -
CIO
54.33'
237.00'
013'08'02"
N52-34'361
54-21-
C11
34-94'
213-00'
009'23.53"
.50'4212"E
34,90'
Cit
46 81'
223.C6'
012'01'41"
.61'28'561
46.73
C13
3487'
237.00'
008'25'52"
.63'16'51"E
34-84'
C14
28 56'
12008-63'
000'08'11"
559'17'42"d
28-56'
015
3951'
462-68
004'53'32"
565'03'01"W
39.49'
016
7875'
210.60'
1021'29'11`
S56'4511"W
78.29'
CI
3301'
240.00'
1 667.52'49"
549'57'00''1!
32.96'
I L.Z5Fd- N0-
? CV. LS 5 Rebar
}'
o plum•
i Ra595 tiagla YakCcrrwncrricl Perk Filint; Z,
and Re;;b 9PLats 1-7 and 1-8
` Rec Na.: 596352 and 60=859 L36f
Point of I
7 8geginninC 1 3 J I
1
line Tcble
(T ie}
I ine
Direction
f
C2
LI
1
'
L2
N60'24'00'E
2611.72'
L3
1169'50'12"E
� Fd- COOT
L4
f24'14 54"E
1628.00'
1 Irl arkef
559'13'37"W i
L48
L6
N00'37'32'W
946.69'
C14
N69'S0'!2"E
143.40'
L35
Rebor & Alum- Cap,
23-13'
L5 23089
1.53'
431-26-
a
�
L1
T
O
38.08'
\
U
�
X
I 1
I I
\
�
C
�
45.44'
—149
i
1
r
10.00'
L42
H67'2T471
I�
L43
N59'03'55"E
118.6t'
($osis
N30'429"14
1 :l 51
L45
of
8190'
L46
Bearings)
192'
_5]u0
I
-
-C16
524'14'54"'11
12.13'
L49
S59 -13'37%y
869.88'
-C17
567'29'47'11
'
L51
546'00'35"11
38.08'
L521
I I
r
'
I L.Z5Fd- N0-
? CV. LS 5 Rebar
}'
o plum•
i Ra595 tiagla YakCcrrwncrricl Perk Filint; Z,
and Re;;b 9PLats 1-7 and 1-8
` Rec Na.: 596352 and 60=859 L36f
Point of I
7 8geginninC 1 3 J I
1
29030
g
line Tcble
(T ie}
I ine
Direction
Length
LI
S89'05'16"L'1
396.68'
L2
N60'24'00'E
2611.72'
L3
1169'50'12"E
143.40'
L4
f24'14 54"E
1628.00'
L5
559'13'37"W i
155x.24'
L6
N00'37'32'W
946.69'
L7
N69'S0'!2"E
143.40'
L35
N00'37'32 -W
23-13'
L36 N00'37 -32-W
L37 2159'08'37"C
1.53'
431-26-
L38
N46'C0'35"E
38.08'
L39
N-'3'1 4'49"W
1600'
-417
.467'29'47"E
45.44'
L41
522'30'13"E
10.00'
L42
H67'2T471
44.70'
L43
N59'03'55"E
118.6t'
L44
N30'429"14
5-15'
L45
N59'13'37"�
8190'
L46
S30'16.23"E
192'
W
.59'6S'551
652.941
L48
524'14'54"'11
12.13'
L49
S59 -13'37%y
869.88'
L50
567'29'47'11
9315'
L51
546'00'35"11
38.08'
L52
559'1S'37'l'1
45401'
29030
g
(T ie}
David k Cooper
W
Colo. Reg. P.I.S. # 29030
o a
300'
666'
For, and on
a
behold of 5GN{
ry ^
Eagle Valley Trail81d37
RED Eagle
12
Cd 81x01rr:roh9nl:
M121111Trinity
1;_kq�Ey
RED Eagle, Parcel 1..d:
°� •"�1i7
Temporary Easement
Glenwood Sprig,
970.945.1904—.mmine.enm 970-32&3523
EXHIBIT MAF
EXHIBIT A, PAGE 3 TEMPORARY EASEelE11T OESCPrPT1014 lip 1
An eosement heing situated in Tract 59, Tov,nship 4 5ou[h, Range 84 West of the Sixth Principal Meridian, according to the
5u�vplernen[ol Plat of the Independent P,esarvey [hereof accepted in the U.S. Surveyor General's 0tfice, June 213, 1922, Eaofe County,
Ca.crada, said eosenenl heing situated Cr Ihal parcel of land referred to ❑s Parcel 2 in Reception Na. 200900676 of irie Ecgle
Ca-rty reccrds, and being more porkitloily descrioed as follows:
Beginning at lire Westerly line of said Pcrcel 2, frorn which ❑ Rebar a Flurninum Cer, E5 y 25089 of the Southwesterly most corn(
of said Parcel 2, clso bvng at lie Itortherly me of the Union Pacific railroad richt-of-woy, bears 5 24'1L'54" W a distance of
34.83 feet;
thence N 24'14'54" E along said '7leslerly line ❑ distonce of 12.13 fee:;
thence N 59'0355" E o distonce of 45.01 feet;
:hence N 60'40'59- E u distance of 254.94 feet;
Thence 17.29 ree; along a curve to the left, hovna a radius or 90.77 feet. ❑ central ongle of 10'54'54", the chord ai which bears
N 55'13'32" E. a distonce a' 17.27 feet;
thence M 49'31'51" E ❑ distarice of 34-69 fee=;
DrenteN 40'26'09" W o distance of 7.00 feet;
thence 24.77 feat along a curve to the right, r❑vina a radmis of 169.07 fee;, ❑ cenvol angle of 8'23'36", th^ chord of y,rich hears
N 52'03'03" E, ❑ distance of 24.74 iect;
thence 5 32'44'52" E a distance of 7.00 feet;
thence 9.39 feat olo-ng a curve to the rlghl, hcv:ng o radius o' 113.00 Leet, c central onple of 4'5'43', the chcrd of which hecrs
N 59'37'59' E, a distonce of 9.39 feet;
thence N 62'+7051" E a distance of 458-17 feel;
hence N 62'0407" E a distonce or 97.82 feel;
Thence 114-47 feet arena ❑ curve to the right, having ❑ rodius of 793.02 feet, c central Ingle of 816-15 the chord of which bears
N 67'1400" E. a distonce a` 111-35 feet;
;hence 72-54 feet alert a curve to the left, having a radius of 80.30 feet, a control angle of 51'45'34", the chord of which bears
N E. a distance of 70-10 feet;
;hence M 21'43'57" E c distonce of 48.43 feet;
thence 103-12 fee: along ❑ curve to the right, having a radius of 163-00 feet, a central angle of 36'14'50", the chard of which bears
N 39'5122° E. o cistance of 101.4i feel;
thence N 5758'47" E a distance of 109.39 fee;;
Mice
N 32' -3" V1 o distance of 7.00 Iger;
[hence N 57'58'47" E a distance of 44.32 feet;
thence S 32'01'13" E ❑ distance of 7,00 feet;
thence N 57'58'47" E a aslonce of 147-29 feet;
:hence 41.45 feet along a curve to the right, haying a radius of 113.00 feet, a cenl+el angle of 21'01'02", the chord of whicr =ears
V 68'29'18' E, o distance o: 1.22 feet;
thence N 11'C6':2" W a distance of 5.00 feet;
[ once 56-91 feet ❑Iono a curve to the right, having a radius or 118.06 feet, a central angle of 2737'53", the chard of whicr het
5 87'11'15' E, a distance of 56.36 fact;
Inence 5 16'3741" �h a distonce of 5.00 feet;
thence 5 T'M4'46" E a distonce of 49.65 feet,
thence 153-14 feel clang a curve to ;he le't, having a radius of 188.89 fee:, u centrcl ur•ule of 46'27'50", the. chord or which hears
N 86'41'39" E, ❑ gist❑nce of 14898 feet;
thence N 63'13'07" E o distance a' 376.11 feat:
thence N 26'55'22" W a distonce of 3-85 feet;
'hence N 63T4'38" E a 6stonce of 141.38 tee1;
thence 5 25'57'22" E a distance a' 820 feet;
'hence F! 6313'07" E a cistance of 203-83 feet;
;hence 14.12 feet along ❑ curve.a the left, hcving a radius of 3700 feet, c eenlrol Ingle of 21'51'29', the chord of which hecrs
K 5^'17'22" E, o distance a, 14.03 feet;
Ihence N 41'23'17" E a distonce of 73-47 feet:
thence N 47'12'14" W a distance of 2.00 feet;
thence 71,21 feet along a curve to the right, having a -r❑cies of 1;5.00 fee:, a central angle o' 35'2839", the chard of which bec
N 60'32'05 E, ❑ distance of 70,08 feel;
thence 5 114335 E a distance of 2-00 'tett
:hence 16.24 feet along a curse to the richt, having ❑ radius of 113-W feet, o central angle or 8'14'05 the chard of .yhicn bears
.V 82'23'27" E. a distance of 16.2: feet;
,hence N 56'311'29" - a distonce of 626-' feet;
;hence 15.05 f^❑t along a curve to the lets, having a radius of 37.00 feet, a cenlral angle of 23'18'11", the chard of nhicr Secrs
N 7.'51'24" E, a distonce Of 14.95 feet;
fence ft 63'12'18" E a distonce of 175.81 feel tothe Easterly line of said Parcel 2;
lienee S 69'57'1I' E along said En5leriv line, a distonce of 6-13 feel;
thence 5 63'04'44" W a distance of 175.50 feel;
thence 26.05 feet along a cu-ee to the richt, iLovng a radius of 65.37 feel, a centre -1 cnale of 18'26'57", the chord of vnich hears
S 77'17'01" W. a distonce of 20,96 feet:
thence 5 86'30'29 W a oistcnce of 62.63 f=et:
thence 86.68 feet olong a nerve to the lefi, having a radius of 110,00 feet, n central ungre of •155'08'51", iiie chord of ahicr hems
S 6-3'56'04" 1'1, 11distonce of 54.45 feet;
hence S 41'21'39" 111 a distance of 70-63 feet;
thence 26-83 feet alone o carve to the right, having a radius of 72.90 feet, a central angle of 21'05'06', the chord of vinich henry
S 51'54'11" L'1, a distance of 26.67 feet;
t=pence 5 63'04'44" V1 a distance o: 693.79 feet;
thence 172.75 feet ❑tang c curve to Dne right, noving g radius of 214.&7 feet, e central angle of 46'09'34 the chcrd of which
bears 5 87401" W. u dlSLanCS of 168.15 feel;
thence N 69'47'00" 1'1 a distance a: 42.43 'eet;
thence 100-24 feet along a curve to the left, having o rooms of 109-93 feet, c central angle of 5714'35", the chord 0 wb;ch bears
5 84'0543" V1 a _distance of 96--80 feet;
thence 5 57'58'25 W e distance of 301-00 1eeL;
'hence 101-22 feet arena ❑ curva to the left, hoyinc a radius of 160-03 feet, a centrol angle of 36'14'18", the chcrd of which beers
S 39'51'16" W. o distance of 99.54 Fee;;
thence S 21'44'07" 41 c dlsionce of 48.43 feet;
thence 74-64 feetalong a cure to the right, having a radius at 90-01 feet, ❑ centrar angle of 47'30'27', the chord of winich bear -
S 45'29'21" ';4, a distance of 77-52 feet;
fence 50.24 feet along a curve to the right, having a radius of 489355.49 feet, ❑ central ang'e of 000'21 the chcrd of nhich
bco:s 5 b91445 A a ❑istcnce of 50.24 feet;
thence 6386 Feet clang a curye 1D the let:, hcving a radius of 509.60 feel, a cer•trcl cnale of 7'10'413", the chord of which beer
S IN a Zicnce of 63.82 NEI:
thence 5 62'04'07" W a distance of 97.81 feet;
:hence 5 62'00'51" V1 a distance of 458-17 reef;
[hence 23 97 fee; alone o cur"- to the left, novino a romus of 110.00 feet, a central angle of 12'29'00", the chord of which bears
S 55'4621" 'N, a distance of 23.92 feet,
thence S 49'31'51" '11 o distance of 417.9 feel;
thence 31-83 feet along ❑ curve to the right, raving a radius or 229-74 feet, ❑ centfot angle of
the chord of which bears S 5310'02" i4, a disicnee of 31.81 feet;
tnence 295-93 feel along a curve to th❑ left, having a radius a' i2005.63 feet, ❑ central angle
of 1'24'43", the chord of which bears 5 60'04'09" H', a distonce of 295-92 feet to the ooini of QA.
begnoin❑, said easement ccnlo;ning 0.328 acres (1-275 square feet), more or less.
2 0 CO)
3earings recited hereon are based on c Dearing of David A. Cooper
5 59'13'37" 'N between R=oar and Aluminum Caps. Colo. Re P,L,S, # 29030 f�
15 � 23069 found at the Soulhegsterly corner and 9'
Southwesterly corners of said parcel referred io For, and on
as Parcel 1 in Reception Na. 00900676 behalf of SGM
3289 Cooky 2018 3.091 Trinity RED Eagle shf-
G'81a3CO Eagle Valley Trail ,1„l
1 j
rk8 Wm1 S1ah Sued Sunt �-1
Temporary Esmi Na. l
c70�i)049,,cbtlkeoTSI 35 RED Eagle, Parcel 2 3
97❑-945-ka❑i w,w.r.sF-y�E paUdr" 970.32&3523 rl.: »-".-.��-.•v--- DESCRIPTION
EXHIBIT A, PAGE 4
1fI IP I
Fd. Rebor
1 I
& Alum. _328 1
Cffp, LS I j sed Mountain Rcnch F4r;nership
26545 ' 6wk 378, pqc BE
o rrj L327 1x
LC313 L �_
13-ti=ir—f'
L326 1329
13 C314
C314
,330 �
0311 _ �C315 +
6' L324 J L331 r
p L323 SEE PAGE
r• C31D� C316 i e
L321- —' I 3 of 3
I �
-- j
} I FOR LINE
Ko. � L32D
I �
L319�
Parcel 2, Reception L318 I � L332 ti
o. 20090+0676 �N � .
CURVE
I I L15
c3os
Temporary _317
Easement No. 1 cwa'6-��C317I CHARTS
14275 5q Ft ±
4.328 Ac. ±
I +
cL315
L314 •� L' .3-� + i
` �L c
Fd- Rebar & ' L3101J �C 9
('Illegible Filum- Cap ) L335
f C3C6J fl� f
a % L309 l C32?, ltd. Rehor Illegible
r -C32i+ h.l,m- Cep
0305— 0322
i 1 1 I
C304 133
1308��
Fd COOT P,-0 W F.1ofker
r "D-30 -w
`I- rd COOT R-0-IN }Harker
epost 151 2"
'I
L337
l I C2
ti Laos—.
C302 323 4
065— rd C3Q'
L304L338
C301—z
Aidr�er
Parcelel i, Reception L303 0.324
NOL 200900676 Z I
o 0325
102 I
c L301
�� T1 ■
I
5 24'14'54X-/" R �
34.83' �.
. David A. Cooper 29030 9
Co,
Reg. P.L.S. # 29030 =
❑ aoo 600 For, and on
0
behalf of SGM
�i
gc-6Y 3289mcw '°'s'°'' TriniFy REQ Eagle sill. 2
arvwm.to Eogle Volley Trail
e w� s�1 crow, swro zoo 61637 �.: �nv1 Temporary Esmf No. 1
G6m.a•.d Spring, CO e16a1 Telephone: RED Eagle, Po rcel 2 ., Exhibit Ma 3
47D.4�5.100� www.sgmJne-mm FA[iE[ ,RY 970.32&3523 p
EXHIBIT A, PAGE b
1_l6PORARY EASEMEW OESCRIPT10N_NO, 2
An easement Dema situated in Traci 59, Township 4 Souta, Range 84 'Nest of the Sixth Principal IiJeridian, accardinq to the
Supplemental Plot or the Independent Resurvey thereof occepted in the U.S Surveycr Cener❑1's Office, June 20, 1922 Coale
County. Colorado, said easement be ng 5ituoted on that parte! of Icnd referred to as Parcel 2 in Receation No. 200mO676 0,
the Eagle County records, ar!d being More particularly described as fo:lows:
Beginning at the common line being the Soulhe:ly line of said Parcel 2, and the Northerly line of the Union Pacific ruilroed
right-of-way, from which o Rebar & .Aluminum Cap, LS p 23089 at the Southwesterly most corner of said Parcel 2, bears
S60'06119' W ❑ distance of 324.38 feet;
;hence 35.19 fee[ alono a curve to the left, having a r❑cius of 249.74 feet, n centrcl ongle of 8'04'28'•, the chord of whiu
bears N 53'34'05" c, a distance of 35-17 feet;
thence N 49'3151" E ❑ distance of 43-29 fee[;
thence 19.61 feet along a curve to ;he right, having ❑ radius of 90.00 feet, a cen rol angle of 122900 the chord of Yhicl
bears N 55L6'21" E, a distance of 19.57 ieat,
thence N 62'00'51° E a distance of 45817 feet;
thence N 62'0407" E ❑ distance of 97-79 feel;
thence 61-35 feet alone a curve to the right, having a rudius o` 489.60 :egL, a central ang'e al 7'10'48", the sherd of u.hich
hears N 65'39'31" E. a distance of 61-31 feet;
:hence 5024 feet along ❑ curve to the left, haring a radius at 489375.49 feet, a central angle of O'Op'21 the cho"d of Khicl
bears N 69'14'45" E. ❑ distance of 57.24 Fee:;
;hence 91.22 feet along a curve to the left, having o rudius o` 110-111 feet, a central angle of 47'30'27", the chore of which
bears N 45'29'2i" E. o distance of 88.63 feet;
thence •V 21'44'07" E a distance of 48-43 feet;
thence 88.57 feet along a cure to the right, having ❑ radius of 140-03 feel, a central angle of 36'14'i8", the chord of which
bears N 39'51'16" E. u distance of 87.10 'eat;
thence N 5758'25" E a distance of 301-00 lee L;
thence 82.00 feel ❑lung o curve to the rirtilik, having ❑ Iodius of 89.93 feet, a central angle of 521+35 the chore) of which
bears N 84'05'43" E. ❑ distonce of 79.19 feet;
thence S 69'47'00" E a distance of 42-67 feet;
thence 186.03 Feet along a carve to the lefi, having a radius of 234.47 feet, a centr❑i angle of 427'29", the chord of whicl
bears N 96'10'48" E. ❑ distance of 181.19 lee) to said common line;
thepce S 63'04'44" 'N along slid common line, a distance of 35.17 feet;
;hence 14838 feet along a curve [o the right, having n radius of 236.31 fee:, ❑ central endo of 35'58'32-. the chord o: which
hews S 89'47'56" t!', ❑ distance of 145.95 feel;
Ihenee 5 17'4747" W a distance of 7-06 feel;
thence N 69'49'50" W u distance of 18.98 feel;
thence 5 20'10'10•' W a distance of 5.00 feel;
thence N' 69'4950" W a distance of 28.76 feet;
thence 48.10 feet along a curve to the left, hovina a ronus of 75.00 feet, a central angle of 36'44'55", the chord of •rrhicil
bears N 88'12'18•' 1'1, a distcnce of 47.28 feet;
thence N 16'34'45" 'W a distance of 5.00 feet;
;hence 21.56 feet alorg o cu^va to the left, hcving a radius of 80.00 feet, ❑ central angle of 15'26'28", the chord of which
b=_ars 5 65'42'01•' W, n distance of 21.45 'eat;
thence S 57'5647" 'W d distance of 31.23 feet;
thence N 32'01-'13" 4!' a disccnce of 7.00 Feet;
thence 5 57'55'47" 'N a distance of 121.18 feet;
thence S 23'2512" F a cfs;once of 17.19 Feet;
thence S 57'58.47' !11 o distance of 11.63 feet;
thence R 23'25'12" W ❑ distance o` 17.19 feet;
thence S 57'58'37•' W ❑ distance of i33-95 feat;
;hence 86.67 feet cicng ❑ curve to the left, iovinc a radius of 137.60 feel, a central angle of 36'14'5+7', the chord of which
a bears S 39'51'22" W. a disccnce of 85 23 feet;
b ther•ce S 21'43'57" V1 o distance of 48.•13 feet;
[}lance 93.71 feet along ❑ cur•,e to the right, having ❑ radius of 113.00 feet, o central angle of 47'30'48", the chord of which
bears S 45'2921" W. a cistonce of 91-0,; feet;
thence S 69'14'45" N' a distance at 50-2.4 feet;
thence 60.98 feet along a curve to [he left, having a :❑dins of 487.00 teat, a central uncle of 7'10'27", the chord ❑i which
beurs S 65'39'31" W. ❑ distance of 60.94 feet;
thence S 62'0418" W c cislance o' 97-76 leeL;
c theme 10-01 )eel clang ❑ curve to [lie left, 11❑vnu a radius of 9S87.00 feet, a centro'. angle at 0'03'27", the chord of which
~ hears S 62'0234" W. a distance of 10.01 feel;
;hence S 62'00'51" W a distance of 4491-4 feet;
cher ce S 27'59'09" = a distance of 5 00 feet;
thence S 62'00'51" V1 o distance of 9.03 feet;
x thence 9.96 feet ulong o curve to ;he left, having o radius at 82.00 feet, a central angle of 6'57'30 the chord of v,lr:ch bears
s S 58'37'06" N', a distance of 9.95 feet;
thence N 34:6'39" V1 u dislance of 5-00 feel;
thence 8.39 feel along a curve t0 the IeFt, having c radius of 87.00 feet, a central angle of 5'31'2g", the cnerd of which beai
? S 52'17'36" IV, o distance of 8.39 reef;
o Lhencc 5 49'3i'51" W a distance of 43-29 toot;
thence 10-08 feel along ❑ tune to the right, hav:rg o rad us of 113.00 feet, c central angle of 5'06'L4% the chord of which
hears S 52'0514" W. a distance of 10.08 feet;
thence 25.50 feet along a curve io the let[, :uuving u radius of 11988.63 feet, a central angle of 0'07'19", the chard of which
bears S 60'50'20 W. a distance of 25.50 feel to the point of bcginning, said eosernenl- c❑rutaining 0.149 acres [6438 squci
feet], more or less.
Bearings recited herecn are based on a beoring of
S 59'i3'37" W between Rebar cnc Aluminum Ca?s,
LS .4 23C89 foind ❑t we Southeasterly corner onc-
Southwesterly ccrners of sold Parcel referred to
7 0 Porce: 1 in Reception No .00900676
QA
David A, Cooper'. �0
o Colo. Reg. P.I.S. # 49030
o for, and on
J,
J, behalf of SGM
^ �l �284Co°I" ""�° �„ '°"'°';� Trinity RED Eagle j
tiV M Greia3� ❑ Eagle Volley Trail z z
„a Wpb zA ed,��, Temporary Esmt 1Ja. 2
G4e-15pkek C:OSrAa, TcleAhone: RED Eagle, Parcel 2 - DESCRIPTl�N
970.945.1❑a� .,y A.� EA[iE 1r 47Q32&3523 FPr. �.w.anw..". ❑� '�
EXHIBIT A, PAGE 7
Fd. Rebar
8 Alum- I
i
Cep, LS q ! Red Nkntu!D Ranch Partnersh:p f
Y6598 Boo: 378, Page 68 I
O- ----- L13 J� ' 1�
II I i
h
' SEE PAGE
3 of 3
0
a i t
FOR LINE
•I
AND
j
CURVE
'L408
L4o2
c4e8C405 -
cola
C407� Laos CHARTS
L410 �
_ - 1411
L•S12
C41, I �
-� i r
Temporary_ ' r� 0412
Easement No. 2 aS
Lz14 �
6438 5q Ft ± - ' L41
0.14$ Ac. ± Lsl. -- 6
� L) 17 L406 -tom L41
=d. Rebar &-L41P
illegible .Alum.- Cap C413 i
C4 06 L42J i
J
L C �5 r C41 a Fd Rebar & Illeni6le
?arcel 2, Receptiona Ls21 t Alum. Cap
coa
r
No. 206900675 (—Ica15
—
!40L L422 + r
C416—/—Fd. CDOT R -U-.8 MorKer
"0-30 FAY.."
i... -Fd. CDOT R -O -W Marker
L406 "Milepost 151.2"
La23
o _
t i
o C417 C2
g
C402 'LA26�� �+
G42 \ I Fc. CDOTa L402-- L427R�-O—W
d C4i9 i
Parcel 1, Reception 0401-f Idorker
Mu. '0090067G� I C420 L401' •.
0
! ' -1e)
�
Paint of Begrn:ns
c `
i 'IS' W Plum. Cod,
- t5 y 23083 _
1 aavid A. Capper Icy A
J 3
Cal. Reg. P.L.S. # 29030
a 300' 607 For, and on f
l'behaff of SGM
1
sA r1. 32a9c y P 1015Sol 00�1 Trinity RED Eagle "
o SG 1.1 arr+� i co Eagle Vo!!ey Trail
18 W.M 51A Sl,�, s.maao at637 0 ,r1�17 Temporary Esmt Na. 2
G6-.c,d SpriN,, CO 84601 Telephone: RED Eagle, Parcel 2
970.945-1004 —go c— LWECCO, . 47432&3523 N"; �.....w..a...,.. Exhibit Map a 3
EXHIBIT A, PAGE 9
TEUPORARY EASEVENT DESCRIPTION NO. 3
An easement being stunted in Traci 59, Township 4 South, Range 84 t"est of the Sixth Pfincipal Mefidion,
ccc❑rding t the Supplemental Po; of the independent Resurvey ;hereof ❑ccep:,ad in the U.5. Surveyor Genera's
Office, June 20, 1922, E❑❑e County, Colorado, so id ecsernent he'n9 situated an th❑t porcel of land referred 6
cs Pcrce "c in Recepticr• No. 200900676 of the E❑qlE C❑urity records, and being more particularly descrbed as
fellows
Beginning ❑t the common line beng the Southerly fine of sad Parcel 2, ono the Northerly line of the Union
Pacific rolroad right-of-woy, ffam whElr t:ie Soutfieastery most corner of said Parcel 2„ bears:63'04'•44" 'M
❑ distance of 2317 90 feet,
thence S 63'04'44" V. ❑ cog said common nine. ❑ d stance of 3869 feet;
thence S 86'3029" V. ❑ distance of 22.09 rest;
thence 51 22 feet ❑gang ❑ curve 10 the left, h❑vny a rad us of 65 00 feet, a central angle at 45'08'51".the
chard of which hears S 63'56'04" 'IJ, ❑ distar:ce of 49 90 feet,
thence 5 41'21'38" W n distance of 25.75 feet to sand comm or line,
thence S 63'04'L4" 11' along s❑'d c o•nmon -no, o d•stance r f 24 35 fee;.
thence N 48'38'22" t:' a distance of 15.96 fee:;
thence N 41'21'38" E ❑ distunce of 45.36 fee:;
thence 70.92 feet ❑long ❑ curve to the right, having c radius of 90.flO f?et, a central angle of L5'08'5i", the
chord of which bears N 63'56'04" E. ❑ distance ❑f 69.10 feet;
thence N 86'30'29•' E a distance of 37.57 feet;
thence 5 03'29'31" 6 ❑ distance of 9.60 feet to the point of beginning, soid eoserne^it contofr•ing 0.087 acres
(37% square feel), more or less.
Decrings recited hereon ore based on o bearing at
S 59'13'37 '.4 between Rebar end Aluminum Laps,
LS # 23089 found ❑t the Saatheasterly sorrier urid
Southwesteriy corners or said parcel reierred 10
cs Pcrcel 1 in Receation No. 2009096'16
David A. Cooper 29030 z.
Colo. Reg. P.L.S. # 29030 ��
o For, and on �_/•- •f' 7
behalf of 5GM
0
ry
C`/�+ . 3284CoolayMesa fr
"° '°'�'°'°°` Trinity RED Engle st❑. 1
o V V Gypwm,CO Eagle Valley TrQII
z
ash so-.er, suw 4a'0 �ryr7 TemporaryEsmt Non:y,,coarea, rdeprw❑r! RED Eagle, Parcel 2 2
q"7'0.'145100. .>qa E•fiECQNT 970-326-M23 :..:"..�::...�;::,. DESCRIPTION
Fd. ReSur
E Alum
Cop, LS # Red Mounwin Ronch Por:nership
26598 ?oak 37@, Pag: d8
a
1-13
h
cso2-
Temporary
n
Curve Tohle
Q3796
Sq Ft ± L507
Curse P.
Length
Rodu;
Deltc
Chard Direction
Chord Length
Cl
1013.48'
5579.60'
010'24'26"
N68'28'52'E
'612.09'
C2
506-60'
11958.63'
003'51'07"
861'09'11"W
80585'
C501
51.22'
65.00'
04Y 08'51
S63'56'04"W
19.90'
C502
701.92'
90 -CO'
04508'51
NISY-6'04"E
69.10'
Fd. ReSur
E Alum
Cop, LS # Red Mounwin Ronch Por:nership
26598 ?oak 37@, Pag: d8
a
1-13
h
cso2-
Temporary
n
Easement Na. 3
Q3796
Sq Ft ± L507
143.40'
0.087 Ac. ±
N2414'541
1-504
U
1�I 0 3" 11 600'
I�
Fd. Reaar &:
�• `iliegib e Munn. Car,
Parcel c, Recepilen
Na. 2009DO676
f�
Parcel 1, Receutian
No. 20090006
EXHIBIT A, PAGE 13
(Tie)
r PDirli of l
Line -roh'e
eginn:ngl
ion
1502
L3
1-503 1 r
143.40'
—f 0501
N2414'541
1-504
L7
I +
L505i
143.40'
1506,
r r
to
�
L10
N69'59'5;"E
—
�
i
I `
526'52'08"E
L15
Line -roh'e
lineDirec
ion
Lengih
L3
N69'5O'lA
143.40'
L4
N2414'541
i628.00'
L7
N69'50'12"E
143.40'
19
N7542'18 -E
333-13'
L10
N69'59'5;"E
319.78'
-13
526'52'08"E
501.89'
L14
569'57'11 1
1901-9'
L15
563'04'4.1"W
2197.;1'
L501
563'04'44"Y1
230.90'
1-502
563'04744'41
38 69'
L503
5886'30'29'41
22.09'
L504
541'21'36"1'1
25.75
1565
563'04'13"W
2.4.35'
LM6
!149'38'22"W
15.96'
L507
N41'21'38"E
48.36'
_508
N86'30'29"E
57.57'
1-509
503'2931"E
9.60'
r
r
I �
I I r
I �
I � 1
I �
++ I I
7 � I
1 I
r I
�1 f
I I
I I Fd. Reba: tt Illegihle
Alum. CO3
Ij !I I
I I I
Fd CDOT -O-A corker
°D-30 FAM'
1 Fd. COOT R -G -W Wirkar
"�lileoost 151.2"
C2
1 --' 29030
Fd
I I CD
OT
CDOT
1 dACrRer
pavild- ;Cooper
C010. Reg: P,L,S. # 29Q30
For, and on
behalf of 5GM
c �
"4—.-3—k
r1- 32a9c—loy�o Trinity RED Eagle sh1.
SG M Gypsum, CQ Eagle Valley Trail
ry 8163] Temporary Esmt No. 3
rlawws.ms,�3 s�bx, Tele RED Eagle, Parcel 2 P ry '}
97U.9�1 04 w Mm4mcwn E.casmu.,ry 97032&3573 Line/Curve Charts `
Of
