HomeMy WebLinkAboutDRB130345 APPLICATION with Action Form
Project Name:R1 WELL HOUSE DISCONNECT EQUIPDRB Number: DRB130345
Project Description:
INSTALL NEW MAIN SERVICE ON THE EXTERIOR OF THE EXISTING BUILDING. 200A, 480V, 3
PHASE, 65K, ENCLOSED BREAKER. NEED TO INTERCEPT UTILITY FEED AND INSTALL NEW
MAIN BREAKER AND RE-FEED EXISTING LOADS.
Participants:
OWNER EAGLE RIVER WATER & SANITATI 08/12/2013
VAIL
CO 81657
APPLICANT EAGLE RIVER WATER & SANITATI 08/12/2013
VAIL
CO 81657
CONTRACTOR TRIANGLE ELECTRIC INC. 08/12/2013 Phone: 9704535424
GARY PROBST
10623 HWY 9 PO BOX 4068
PO BOX 4068
FRISCO, CO 80443
License: C000003800
Project Address:2855 ASPEN LN VAILLocation:
R1 PUMP/WELL HOUSE
Legal Description:Lot: 1 Block: D Subdivision: VAIL VILLAGE FILING 11
Parcel Number:2101-034-0601-2
Comments:Please see below.
BOARD/STAFF ACTION
Motion By: Action: STAFFAPP
Second By:
Vote: Date of Approval: 09/13/2013
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
(PLAN): DRB approval shall not become valid for 20 days following the date of
approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS.
Cond: 202
(PLAN): Approval of this project shall lapse and become void one (1) year following
the date of final approval, unless a building permit is issued and construction is
commenced and is diligently pursued toward completion.
Cond: CON0013397
Prior to painting equipement, applicant will verify chosen paint color acceptence
with staff.
Planner:Jonathan Spence DRB Fee Paid: $250.00
,
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��'�, D Department of Community Development �,
/�(�(� �, � �'(�j� 75 South Frontage Road
TOINfV QF VAf L ` J vail, CO 81s57
Tel: 970-479-2128
"'�"Qw� ��;'��� www.vailgov.com
Development Review Coordinator
Application for Design Review
Minor Exterior Alteration
General Information: This application is required for all proposals involving minor changes to buildings and site
improvements, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail
Town Code sections can be found at www.vailqov.com under Vail Information-Town Code Online. All projects requiring
design review must receive approval prior to submitting a building permit application. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department, as outlined in
the submittal requirements. The project may also need to be reviewed by the Town Council and/or the Planning and
Environmental Commission. Design review approval expires one year from the date of approval, unless a building permit
is issued and construction commences.
Fee: $250 for Multi-Family/Commercial
$20 for Single Family/Duplex
I ._. Single Family I _ : Duplex I_ Multi-Family Commercial
Description of the Request: FAC/'li C�!/��T�i✓<11✓C� �G���DQP�i9�� ' ►��-��'k'.F'� J1�f-t��1� �� �
R.`=i���iC+`_��:V� (",F l��v(c�A�.tN� ����j�l��+'� �IS���,� ��<° ( Fl�< :����f'?d ' � ��ik >r f�X.t.��f 1 `1� r
i�kt �=lR�H NA z��_� c�F ��-s��� �,9 � � .
Physical Address: � ��i� ���^��'if� l�i� �.� ?r'(:: % �i�iC. �- I �LL
Parcel Number: °v���i �� 7� ������� (Contact Eagle Co.Assessor at 970-328-8640 for parcel noJ
PropertyOwner: ���r✓ o� 1/�� � �0��a
MailingAddress: 7.� ��-� . �i�'�,��r;-� l�,c ��J ���;1 ��-; `=�;t.;,- �
P �� �.. > `_s %',' v�/�?�
Owner's Signature: �� ����/� / �'
Primary ContacU Owner Representative: �',� ������'�'
Mailing Address: '��f�G� �c';�,C���::�- ,k�c�i� ���'��_ s;'� �l�:���
,:.--:y
Phone: ��7C� y'�-� � ,�-;�l-,n.
E-Mail: `//��VD�.��/<'C,�,vi� �C>�<C�- Fax: ���iC; �-/I<„ - y��C;'-!
For Office Use Only:
Cash CC: Visa/MC Last 4 CC# Exp. Date: Auth# Check#
Fee Paid: Received From:
Meeting Date: O �D'{•l3 DRB No.: ►
Planner: Project No: ��, ��p(e
Zoning: �Land Use:
Location of the ProposaL Lot: Block: Subdivision:_ t„ ,�l,�4GE_ Fr��nJC �t
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EXHIBIT A-1
WATER FACILITY EASEMENT
THIS EASEMENT dated this day of , 2012, is from The Town of
Vail, a home rule municipality(hereinafter referred to as "Grantor"), its successors and assigns,
to the EAGLE RIVER WATER & SANITATION DISTRICT, a political subdivision of the
State of Colorado within the County of Eagle(hereinafter referred to as "District").
For and in consideration of the sum of One Dollar ($1.00) and other good and valuable
consideration paid by the District to Grantor, the receipt and sufficiency of which are hereby
acknowledged, the Grantor does hereby grant, convey and quitclaim unto the District, its
successors and assigns, a perpetual easement to and right to construct, install, remove, replace,
add to, maintain, repair, operate, change or alter the groundwater well and all underground and
surface appurtenances related thereto, including without limitation, treatment plant facilities,
well house buildings, value works, meter values, lift stations, and manholes, together with any
and all water pipe and transmission lines situate therein, and all necessary rights-of-way for
convenient ingress and egress thereto and therefrom, and the right to occupy and use, from time
to time, as much of the adjoining land of the Grantor as may be reasonably necessary for any of
the aforesaid purposes, over, under and across the following described premise, situate in the
County of Eagle, State of Colorado:
See EXHIBIT - WELL (Rl) EASEMENT, EXHIBIT — WELL (Rl) PIPELINE
EASEMENT and EXHIBIT — WELL (Rl) ACCESS EASEMENT consisting of 6 pages
attached hereto and incorporated by reference.
Grantor covenants that the Grantor has the lawful right to grant and convey this
Easement, and that Grantor will at no time permit any building or other permanent improvement
to be hereafter constructed over said Easement.
Following the completion of the purpose of any entry by the District upon this Easement
for any of the aforesaid facilities, the District shall restore the premises to substantially the same
condition existing at the time of the entry thereon, except for trees, shrubs and plants thereon
located or standing in the way of the facilities for which the entry is made.
All provisions of this Easement, including all benefits and burdens, shall run with the
land and shall be binding upon and inure to the benefit of the successors and assigns of the
parties hereto,subject to the provisions hereof.
1
53947
IN WITNESS WHEREOF,the parties hereto have set their hands and seals the day and
year first above written.
GRANTOR:
By:
Name: Stan Zemler
Title: _ Town Mana�er
STATE OF COLORADO )
) ss.
COUNTY OF EAGLE )
The foregoing Easement was subscribed and sworn to before me this day of
, 2012,by Stan Zemler as Town of Vail Town Manager of Grantor.
Witness my hand and official seal.
My commission expires:
(SEAL)
Notary Public
ACCEPTED by the Eagle River Water & Sanitation District this day of ,
2012.
EAGLE RIVER WATER& SANITATION
DISTRICT
By:
General Manager
2
53947
i
EXHIBIT-WELL (R1)EASEMENT �
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EASEMENT DESCRIP'ITON �
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A PARCEL OF LAND LOCATED IIV THE SOUTH HALF OF THE SOUI'HEASf QUARTER OF SECTION 3, I
TOWNSHII'S SOUTH,RANGE 80 WEST OF THE SIXTH PRWICPAL MERIDIAN,COUNTY OF EAGLE, �
STATE OF COLORADO MORE PARTICULARY DESCRIBED AS FOLLOWS:
�EGINNINCi AT A POINT WHENCE Tf�NORTHWEST CORNER OF TRACT F,VAIL VILLAGE ELEVENTH i
FII,ING,ACCORDIN(3 TO Tf�PLAT RECORDED JULY 26,1971 AT RECEPTTON No.116816,TOWN OF �
VAII.,,EAGLE COUNTY,STATE OF COLORADO BEARS N 48°10'21"E A DISTANCE OF 188.94 FEET;;
TT�NCE S O1°22'46"W A DISTANCE OF 10�.00 FEET TO A POINT ON THE NORTH LINE OF TRACTA,
KATSOS RANCH MIIVOR SUBDMSION,ACCORDING TO TI�pLAT RECORDED FEBRUARY 11,2004,AT
RECEPTION No.867647,TOWN OF VAIL;TfiENCE N 88°3T14"W ALONG SA1D NORTH LIN$OF SAID
TRACT A DISTANCE OF 100.00 FEET;TFIENCE DEPARTIN(3 SAID NORTH LINE THE FOLLOWING(2)
1'WO COURSES: (
1) N Ol°22'46"E A DISTANCE OF 100.00 FEET;
2) S 88°37'14"E A DISTANCE OF 100.00 FEET TO��OINT OF BEGIIVNING.
SAID PARCEL CONTAINING 0.230 ACRES MORE OR LESS.
Tf�ABOVE DESCRIBED EASEMENf BASIS OF BEARIN(}IS Tf�LINE CONNECTING NGS STATIONS
"SPRADDLE"AND"MCI.AURIN",WFIICH BEARS S 75°16'36"E USIIVG COLORADO CEIVIRAL ZONE
(HAR2�STATE PLANE COORDIIVATES(SPC)83 WITH A SCALE FACTOR OF 1.00041186.
T'HE BOUNDARY SNOWN FOR VAIL VILLAGE ELEVENTH F1I,ING HAS ROTATION OF(-00°43'03'�
FROM PLATTED BEARINGS.
BRENT BIGGS PLS No.27598
PREPARED FOR AND ON BEHALF OF PEAK LAND CONSULTANTS,INC
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NORTHWEST CORNER TRACT F
N 1662112.82
E 2768551.80 �16 6a
��1��� i
INIERSTATE No. I-70
65
(RIGHT-OF-WAY�0038'O6"E - 26.93' 6 A�5 ,73
— • — — • — _ . „ _ .N89'26'25"W - 868.80_ � ^M
� ���o LOT 11
. , , _ _ _ _ � 1 �ti
•VAIL VILLAGE ELEVENTH FILING BOUNDARY pROPOSED ACCESS AND PIPELINE EASEMENT � � I
SHOWN HAS A ROTATION OF -00'43'03" CREATEO BY SEPARATE DOCUMENT I
FROM PLATTED BEARINGS. -���� �
UNPLATTED /
(VAIL GOLF COURSE) S 7¢, SE Y / I /
(800K 397 AT PAGE 528) SEC110N 3 `�t�l ( � \
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TRACT A rRFcF,�oqc�qpT F .
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; EXHIBIT - �VEI.L (Rl) EASEMENT
� S �, SE 3's SECTION 3
d OIMNSHIP 5 SOUTH, RANGE 80 WEST OF 6th P. z.�...�,..,�
° EAGLE COUNTY, STATE OF COIARADO "^--
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EXHIBIT-WELL (Rl)PIPELINE EASEMENT
$ASEMENT AESCRIPTION
A PARCEL OF LAND LOCATED lN THE SOUTH HALF OF 1T�SOUTHEAST QUARTER OF SECTION 3,
TOWNSHIP 5 SOUTH,RANGE 80 WEST OF Tf�SIXTH PRINICPAL MERIDIAN,COUNTY OF EAGLE,
STATE OF COLORADO AND TRACT F,VAIL VILLAGE ELEVENI'H FILING,ACCORDING TO Tf�PLAT
RECORDED 7LTLY 26, 1971 AT RECEPITON No.116816,TOWN OF VAIL,EAGLE COUNTY,STATE OF
COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIIdNING AT THE NORTHWEST CORNER OF SAID TRACT F,THENCE S 13°01'06"E A DISTANCE OF
39.82 FEET;Tf�NCE S 31°29'16"W A DISTANCE OF 139.51 FEET T'O A POIlVT OF CURVATURE;IT�NCE �
55.07 FEET ALONG SAID CURVE TURNINCi TO THE RIGH'T HAVING A CBNIRAL ANGLE OF 52°3 S'03",A �
RADIUS OF 60.00 FEET AND A CHORD WHICH BEARS S 57°46'48"W A DISTANCE OF 53.15 FEET;
TFIENCE S 84°04'19"W A DISTANCE OF 10.64 FEET TO A POINT OF CURVAT'URE;THENCE 32.54 FEET i
ALONG SAID CURVE TURNING TO Tf�RIGHT HAVING A CENTRAI.ANGLE OF 21°SS'S1",A RADIUS OF i
55.00 FEET AND A CHORD WHICH BEARS N 84°57'45"W A DISTANCE OF 32.34 FEET;IT�NCE N
73°59'30"W A DISTANCE OF 28.54 FEET TO A POINT OF CURVATURE;TF�NCE 24.48 FEET ALONG SAID
CURVE TURNING TO TI-�LEFT HAVING A CENTRAL ANGLE OF i S°33'11",A RADNS OF 90.00 FEET
AND A CHORD WHICH BEARS N Si°4T25"W A DISTANCE OF 24.41 FEET;TF�NCE N 89°35'Ol"W A
DISTANCE OF 147.94 FEET;THENCE N 00°24'S9"E ADISTANCE OF 20.00 FEET;TI�NCE S 89°35'O1"E A
DISTANCE OF 147.94 FEET TO A POINT OF CURVATURE;Tf�NCE 29.92 FEET ALONG SAID CURVE
TURNINC3 TO Tf�RIGHT HAVINCi A CEN'i'RAL ANGLE OF 15°35'11",A RADIUS OF 110.00 FEET AND A
CIiORD WHICH BEARS S 81°47'23"E A DISTANCE OF 29.83 FEET;'I�NCE S 73°59'SO"E A DISTANCE OF
28.54 FEET TO A POIIVT OF CURVATURE;THENCE 24.88 FEET ALONG SAID CURVE TURNING TO THE
LEFT HAVING A CENTRAI.ANGLE OF 21°SS51",A RADNS OF 65.00 FEET AND A CHORD WI-IICH BEARS
S 84°ST45"E ADISTANCE OF 24.73 FEET;'THENCE N 84°04'19"E A DISTANCE OF 10.64 FEET TO A POINT
OF CURVATURE; THF.NCE 36.71 FEET ALONG SAID CURVE TURNING TO THE LEFT HAVING A ;
CENTRAL ANGLE OF 52°35'03",A RADIUS OE 40.00 FEBI'AND A CHORD WHICH BEARS N 37°4648"E A �
DISTANCE OF 35.44 FEE'T;THENCE N 3]°29'16"E A DISTANCE OF 67.92 FEET;THENCE N 29°07'S3"W A
DISTANCE OF 25.35 FEET;"THENCE N 08°45'S1"E A DISTANCE OF 54.41 FEET TO A POIIVT ON TEIE �
SOUTHERLY RI(3HT-OF-WAY OF INTERSTATE No.I-70;T�NCE ALONG SAID SOUTf�RLY RIGHT-OF-
WAY THE FOLLOWING(2)COURSES:
1) S 89°2625"E A DISTANCE OF 19.19 FEET;
2) N 65°44'14"E A DISTANCE OF 33.28 FEET TO Tf�TRUE POIIVT9F BEGINNING. �
SAID PARCEL CONTAINING 0,260 ACRES MORE OR LESS.
THE ABOVE DESCRIBED EASEMENT BASIS OF BEARING IS 1'�LINE CONNECTING NGS STATIONS
"SPRADDLE"AND"MCLAURIN",WHICH BEARS S 75°16'36"E USING COLORADO CENTRAL ZONE
(HARI�STATE PLANE COORDINATES(SPC�83 WITH A SCAI.E FAC'TOR OF 1.00041186. '
Tf�BOUNDARY SHOWN FOR VAII,VII,LAGE ELEVIIV'I�I FILiNG HAS ROTATION OF(-00°43'03'�
FROM PLATTED BEARINGS.
BRENT BIGGS PLS No.27598
PREPARED FOR AND ON BEHALF OF PEAK LAND CONSULTANTS,INC
P:\1800-189911808�docs�R1-legalslExhibit-R!-Pipeline-Legal.dce
POINT OF BEGINNING p
CURVE TABLE NORTHWEST CORNER TRACT F �166
CURVE DELTA RADIUS LENGIH TANGENT CHORD CHORD BEARINC N 1662112.82 �E �
C3 �i s,a, es.00' 32.54' i9,ii' 4a+. N544i'�,W INIERSTATE No. 1-70 E 2768551.80 N6�k4'�3
c4 , �,• 1 2g.g � �s.os � Ne,•+�� -w (RIGHT—OF—WAY) 33.28' ,y�,,
cs i i .�• se4s��4s• 19.19' .OW '��
c6— — • — w • — � . _,_,_ �s.µ� _ _ N89'26'25"W — 868.80' _ �2� ��0� LOT 11
� S00'38'06"W
INTERSTATE No. 70� � 26.93'
RIGHT—OF—WAY
� S13'01'06"E
UNPIATTED 39.82'
(VAIL GOLF COURSE) `''^
(BOOK 397 AT PAGE 528) a ^°� �`
*VAIL VILLAGE ELEVENTH FILING BOUNDARY <� � �
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SHOWN HAS A ROTAl10N OF —00'43'03" � ^�
FROM PLATTED BEARINGS. � ., �^�
S }¢, SE Y ��i�
SEC110N 3 �o/
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S89'35'01"E — 147.94' C4 ,ry��o�^ �
J��/_/�����11��L ��/!�G�L lC4 C5 L5 j6 �^' I•� �
N8935'Ot"W — 147. 4' 1//��
9 C3 {���l� �,� �OT 13
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(KATSOS RANCH) Nsl? T��iy��cr� 28�3\
� 2���p (RECEPTION No. 867647) R4��� �No �sT,yF/
4 �W ' �� ��s��Nc \
� 569 Z2�6 LINE TABLE 64�2, J J
L LINE ' LENGiH BEARING \
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s° l2 N7 'W
% �3 f100 4�
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8R Y�. S1f �a 3ECTi0N 3 T01/N9HIP 6 SOUTfI,
m L� 2 .sa' N29V7� �W RAN!}E 80 1►f�'P OF eth P.M. AND
� .$'Ci�fi�':' 1"=J��� LB a.�t' no9'1s' ' TRA[."f F, VAII. VIId.AOE EIEYENR'fI PILIIIG rucuie�x
� EAGLE COUNTY, STATS OF COIARADO ���"'•��
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EXHIBIT WELL(Rl)ACC'ESS EASEMENT �
�
�A EMENT DESCRIPITON
A PARCEL OF LAND LOCATED 1N THE SOUTH HALF OF THE SOUTHEAST QUARTER OF SECfION 3,
TOWNSHIF'S SOU'II�,RANGE 80 WEST OF TI�SIX'TH PRINICPAL MERIDIAN,COUNT`Y OF EACiLE,
STATE OF COLORADO AND TRACT F,VAIL VII.LAOE II,EVENTH FII.ING,ACCORDING T�0 TF�PLAT
RECORDED JULY 26, 1971 AT RECEPTION No.116816,TOWN OF VAII„EAGLE COtINTY,STATE OF
COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
�EGINNIN(3 AT Tf�NORTHWEST CORNER OF SAID TRACf F,THQdCE S 13°Ol'06"E A DISTANCE OF �
39.82 FEET;TF�NCE S 31°29'16"W A DISTANCE OF 139.51 FEET TO A POINT OF CURVATURE;THENCE
55.07 FEET ALONG SAID CURVE TURNING TO'IT�RIGHT HAVING A CENTRAL ANGLE OF 52°35'03",A '
RADIUS OF 60.00 FEET AND A CHORD WHICH SEARS S 57°46'48"W A DISTANCE OF 53.15 FEET; �
Tf�NCE S 84°04'19"W A DISTANCE OF 10.64 FEET TO A POINT OF CURVATURE;Tf�NCE 32.34 FEET i
ALONG SAID CURVE TURNING TO TT�RIGFiT HAVING A CENTRAL ANGLE OF 21°SS'S1",A RADNS OF
83.00 FEET AND A CHORD WHICH BEARS N 84°ST45"W A DISTANCE OF 32.34 FEET;THENCE N
73°39'30"W A DISTANCE OF 28.54 FEET TO A POINT OF CURVATURE;THENCE 24.48 FEET ALONG SAID
CURVE TURNINC3 TO Tf�LEFT HAVINC3 A CENTRAL AN(3LE OF i S°35'11",A RADNS OF 90.00 FEET
AND e�CHORD WHICH BEARS N 81°4T25"W A DISTANCE OF 24.41 FEET;T'f�NCE N 89°35'Ol"W A
DISTANCE OF 147.94 FEET;THENCE N 00°24'S9"E A DISTANCE OF 20.00 FEET;"T[-IENCE S 89°35'O l"E A
DISTANCE OF 147.94 FEET TO A POINT OF CLJRVAT[JRE;TI-IENCE 29.92 FEET'ALONG SAID CURVE i
TURNING TO TI�RIGHT HAVING A CENTRAL ANGLE OF l S°3 S'11",A RADNS OF 110.00 FEET AND A �
CHORD WHICIi BEARS S 81°47'25"E A DISTANCE OF 29.83 FEET;TI�NCE S 73°59'S0"E A DISTANCE OF
28.54 FEET TO A POINT OF CURVATURE;TEIENCE 24.88 FEET ALONG SAID CURVE T[TRNING TO THE i
LEF1'HAVING A CENTRAL ANGLE OF 21°SS'S 1",A RADNS OF 65.00 FEET AND A CHORD WHICH SEARS �
S 84°ST45"E A DISTANCE OF 24.73 FEET;THENCE N 84°04'19"E A DISTANCE OF 10,64 FEET TO A POINT
OF CURVATURE; TI3ENCE 36.71 FEET ALONG SAID CURVE TURNWG TO TF�LEFT HAVIN(3 A !
CENTRAL ANGLE OF 52°35'03",A RADNS OF 40.00 FEET AND A CHORD WHICH BEARS N 57°46'48"E A �
DISTANCE OF 35.44 FEET;THENCE N 31°29'16"E A DISTANCE OF 67.92 FEET;THENCE N 29°OT53"W A
DISTANCE OF 2535 FEET;Tf�NCE N 08°45'S 1"E A DISTANCE OF 54.41 FEET TO A POINT ON THE
SOIJTf�RLY RIGHT-0E-WAY OF TNTERSTATE No.I-70;TI�,NCE ALONG SAID SOUTHERLY RIGHT-OF-
WAY Tf�FOLLOWING(2)COURSES:
1) S 89°26'25"E A DISTANCE OF 19.19 FEET;
2) N 65°44'14"E A DISTANCE OF 33.28 FEET TO Tf�TRLTE POIIVT OF BEGINNING.
SAID PARCEL CONTAINING 0.260 ACRES MORE OR LESS.
i
Tf�ABOVE DESCRIBED EASEMENT BASIS OF BEARING IS THE LINE CONNECTII�iG NGS STATIONS
"SPRADDLE"AND"MCLAURIN",WHICH BEARS S 75°I6'36"E USING COLORADO CENTRAL ZONE
(HARl�STATE PLANE COORDIIVATES(SPC)83 WITH A SCALE FACTOR OF 1.00041186.
TI�BOUNDARY SHOWN FOR VAIL VIl,LAGE ELEVENTH FILING HAS ROTATION OF(-00°43'03'�
FROM PLATfED BEARINGS.
�
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BRENT BIGGS PLS No.27598 '
PREPARED FOR AND ON HEHALF OF PEAK LAND CONSULTANTS,INC
P:\1800-1899\1808�docs�Ri-lega]slExhibit-Ri-Access-Legal.doc
PQINT OF BEGINNING 60
CURVE TABLE NORTHWEST CORNER TRACT F � g16�
CURVE OELTA RADIUS I.ENCTH TANGENT CHORD CHORD BEARING N 1 66211 2.82 �f�
C 5 73'04' 0. ' S5.07' 29.6�' 3.15' N57• • • E Z7ESr'JS�.E3O ��k,
�2 2135'S1' 85.00' 3. 4' 1 .�7 3' S 3�•4s IN?ERSTATE No. 1-70
cs � . . ♦4e' 1 .3 .41• ararzs•w p165 0�
c4 • �Q, gy . , . . . (RIGHT—OF—WAY) 33.28' ry
� 1' 24.88� 4.73' l57'�5' �
�9.�9� f� ^�
_ _ _ a .a '. __ — , — _— NsT+B' N89'26'25"W — 868.80'
— • — — • — — • — ry��`O' LOT 11
�
INTERSTATE No. 70 S00'38'06"W
RIGHT—OF—WAY � 26.93'
� S13'01'06"E
UNPLATTED 39.82'
(VAIL GOLF COURSE) / `��
(BOOK 397 A7 PAGE 528) a ,��� \
*VAIL VILLAGE ELEVENTH FILING 80UNDARY <� ���
SHOWN HAS A ROTAIION OF —00'43'03" i ^
FROM PLATTED BEARINGS. / „ /^�
S J¢, SE Y /�"�
SEC110N 3 �/
� � LOT 12
,�/
/ .,�/
S89'35'01"E — 147.94' C4 �'��^ �
N
J��/—/������1 C4 CS L5 �6 ��^^�� �_
1�L ��/���
N89'35'Oi"W — 147.94' 1�i�1
C3 �!�� �,� LOT 13
� �2 �G� G
� C2 L1
�
�
a
N S
� (�q�� 59�3\
° N88'37'14"W — 100.00'
^ TRACT A (RF�c'<pq��q�'T ,�`
�'
� (KATSOS RANCH) �6\ T�O,�,F<F 'c 28�3
4 22��p (RECEPTION No. 867647) ?R4��\ '�'o�s�jy Fi 4
a �6�W ' Ss\ 8i6�Nc \
56g2� LINE TABLE g�2, \ J
t LINE LENGIH BEARING
i Lt 10 64' 94'19'W
9 � .54' 7 59'S0'W
/ �-7 20.00' N ' 9'
� L4 2 .54' S� 9' 'E �]'f
m �g 10.64' 4 't 'E WELL(Rl) ACCFS$ EA.9I:MENT �
°' L6 67 9 ' N3129'18 SA Y�. Slf �/4 SECITON 3 TORNSf1� 5 30ZJTH,
^ n '07' •
i �� RANGE 80 IIEST OF Bth P.1L AND
g SC.IL�'' 1�=SO� Le TR�CT F. VAII. VIIl.ACE ELSVEIITH PIIi27G ,�'°'�,,,,,,�
� EAC,L� COUNTY, STA7E OF COIARADO ����•��
d
EXHIBIT A-2
WATER FACILITY EASEMENT
THIS EASEMENT dated this day of , 2012, is from The Town of
Vail, a home rule municipality(hereinafter referred to as "Grantor"), its successors and assigns,
to the EAGLE RIVER WATER & SANITATION DISTRICT, a political subdivision of the
State of Colorado within the County of Eagle(hereinafter refened to as "District").
For and in consideration of the sum of One Dollar ($1.00) and other good and valuable
consideration paid by the Dish-ict to Grantor, the receipt and sufficiency of which are hereby
acknowledged, the Grantor does hereby grant, convey and quitclaim unto the District, its
successors and assigns, a perpetual easement to and right to construct, install, remove, replace,
add to, maintain, repair, operate, change or alter the groundwater well and all underground and
surface appurtenances related thereto, including without limitation, treatment plant facilities,
well house buildings, value works, meter values, lift stations, and manholes, together with any �
and all water pipe and transmission lines situate therein, and all necessary rights-of-way for
convenient ingress and egress thereto and therefrom, and the right to occupy and use, from time
to time, as much of the adjoining land of the Grantor as may be reasonably necessary for any of
the aforesaid purposes, over, under and across the following described premise, situate in the
County of Eagle, State of Colorado:
See EXHIBIT — RELOCATED WELL (Rl) EASEMENT, EXHIBIT —
RELOCATED WELL (Rl) PIPELINE EASEMENT, and EXHIBIT — RELOCATED
WELL (Rl) ACCESS EASEMENT consisting of 6 pages attached hereto and incorporated
by reference.
Grantor covenants that the Grantor has the lawful right to grant and convey this
Easement, and that Grantor will at no time permit any building or other permanent improvement
to be hereafter constructed over said Easement.
Following the completion of the purpose of any entry by the District upon this Easement
for any of the aforesaid facilities, the District shall restore the premises to substantially the same
condition existing at the time of the entry thereon, except for trees, shrubs and plants thereon
located or standing in the way of the facilities for which the entry is made.
All provisions of this Easement, including all benefits and burdens, shall run with the
land and shall be binding upon and inure to the benefit of the successors and assigns of the
parties hereto,subject to the provisions hereof.
1
54019
IN WITNESS WHEREOF, the parties hereto have set their hands and seals the day and
year first above written.
GRANTOR:
By:
Name: Stan Zemler
Title: Town Mana�er
STATE OF COLORADO )
) ss.
COUNTY OF EAGLE )
The foregoing Easement was subscribed and sworn to before me this day of
, 2012,by Stan Zemler as Town of Vail Town Manager of Grantor.
Witness my hand and official seal.
My commission expires:
(SEAL)
Notary Public
ACCEPTED by the Eagle River Water & Sanitation District this day of ,
2012.
EAGLE RIVER WATER& SANITATION
DISTRICT
By:
General Manager
2
54019
EXAIBIT-RELOCATED WELL(Rl)EASEMENT �
i
F.ASENIIIVT DE iPTTON I
A PARCEL OF LAND LOCATED IN T�SOUTH HALF OF TI�SOUTf�AST QUARTER OF SECTION 3, �(
TOWNSFI�S SOUTN,RANGE 80 WEST OF T'HE SIXTH PRIMCPAL MERIDIAN,COLTNTY OF EAGLE, 1
STATE OF COLORADO MORE PARTICULARY DESCRIBED AS FOLLOWS: ,
�
�EGINNING AT A POINT WHENCE THE NORTHWEST CORNER OF TRACT F,VAIL VILLAGE ELEVENTH �
FILING,ACCORDING TO THE PLAT RECORDED JULY 26,1971 AT RECEPTION No. 116816,TOWN OF i
VAIL,EAGLE COUNTY,STATE OF COLORADO BEARS N 62°11'17"E A DISTANCE OF 273.22 FEET
TI�NCE S 21°54'00"E A DISTANCE OF 27.30 FEET;T�3ENCE N 89°35'Ol"W A DISTANCE OF 5.67 FEET; '
'I��NCE S 86°16'31"W A DISTANCE OF 22.18 FEET TO A POINT OF CURVATURE;THENCE 77.66 FEET
ALONG SAID CURVE NRNNG TO Tf�LEFT HAVING A CENTRAL ANGLE OF 34°l3'44",A RADIUS OF i
130.00 FEET AND A CHORD WHICH BEARS S 69°09'38"W A DISTANCE OF 76.51 FEEI'TO A POINT OF
REVERSE CURVATURE;THENCE 48.06 FEET ALONG SAID REVERSE CLJRVE TURNII�f(}TO Tf�RIGHT j
HAVING A CENTRAL ANGLE OF 14°07'13",A RADIUS OF 195.00 FEET AND A CHORD WHICH BEARS S �
SS°ST45"W A DISTANCE OF 47.94 FEET;THENCE N 23°20'27"W A DISTANCE OF 76.84 FEET;Tf�NCE N �
66°39'33"E A DISTANCE OF 60.11 FEET TO A POINT OF CiTftVATURE;THENCE 57.74 FEET ALONG SAID
CURVB TURNINQ TO TI-�RIGHT HAVINCi A CENTRAL ANGLE OF 55°08'29",A RADNS OF 60.00 FEET
AND A CHORD WHICH BEARS S 85°46'12"E A DISTANCE OF 55,54 FEET TO POINT OF REVERSE
CURVATURE;THENCE 26.15 FEET ALONG SAID REVERSE CURVE 1'IJRNING TO THE LEFT HAVING A
CENTRAL ANGLE OF 35°40'02",A RADNS OF 42.00 FEET AND A CHORD WHICH BEARS S 76°Ol'S9"
E A DISTANCE OF 25.73 FEET TO A POINT OF REVERSE CURVATURE;Tf�NCE 24.13 FEET ALONG SAID
REVERSE CURVE TURNING TO Tf�RIGHT HAVING A CENTRAL ANGLE OF 23°02'SO",A RADNS OF
60.00 FEET AND A CHORD VV�IICH BEARS S 82°09'00"E A DISTANCE OF 23.97 FEET TO TI��UE POINf
OF BFGINNING.
SAID PARCQ.CONTAINING 0.194 ACRES MORE OR LESS.
THE ABOVE DESCRIBED EASEMENT BASIS OF BEARING IS TI�LINE CONNECTIIVG NGS STATIONS
"SPRADDLE"AND"MCLAURIN",WHICH BEARS S 75°16'36"E USING COLORADO CEN'TRAL ZONE ,
(HARI�STATE PLANE COORDINATES(SPC)83 WITH A SCALE FACTOR OF 1.0004118b.
THE BOUNDARY SHOWN FOR VAIL VILLAGE ELEVENTH FILING HAS ROTATION OF(-00°43'03")
FROM PLATTED BEARINGS.
�
�
BRENT BIGGS PLS No.27598 �
PREPARED FOR AND ON BEHALF OF PEAK LAND CONSULTANTS,INC
1
f
P:11800-1899\1808�docslRl•legals�Exhibit-VGC-WeII-Legal.doc
i
(
�
NaRTHWEST CORNER TRACT F
CURVE TABLE N 1662112.82 60
CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING E 2768551.80 �j�6"
C2 14b7'S' 195.�' 48.06' 4.15' 47 94' N55'S7'4'w lti 1�V� '
c3 s � s�.�4� 3.a�� ss.sa• Nas4s'� •w INTERSTATE No. I-70 65�
�+ as•�o' • t� .ts' r (RIGHT-OF-WAY N ' c�
cs ro ' • .., � , .9 N • •w �100'38'O6"E - 26.93' 6p R5 .,,�N,
� . _ ._ . � _ . .` � .N$9�?6�25"W - 868.80� , ._ _ . .` .� . � �
� ��^ LOT 11
� 1 ��
'VA{L VILLAGE ELEVENTH FILING BOUNDARY �
SHaWN HAS A ROTATION OF -00'43'03" 1
FROM PLATTED BEARINGS. � J
UNPLATTED i � f' /
(VAIL GOLF COURSE) /
(BOOK 397 AT PAGE 528) / � / \
`��� � � /
POINT OF BEGINNING 2�'�22 ) �'o
�Y� �/ / ^��, /��o.
1
C3 6`y'�� � S �, SE Y4 � � � �
�o� C5 N SECTION 3 / ^ /^�
�4
� � a LOT 12
/ � /�^�
0 ri % 2 / �
Z�o. L L2-- - -, `` �� /� �
t�� �C1 �` —� _�-� / �
�
� � - - -- - - - -- ----�� i� LOT 13
a � PROPOSED ACCESS AND P(PELINE EASEMENT�� -- - - '—
° � /G,L CREATED BY SEPARATE DOCUMENT
� S
� �V,��� S9�3\
^ N88'37'14"W - 100.00' (,Q �'/(� � 5��.
� TRACT A N \ Fcc�'�oTG'F F�'T F � 28\ SC,4L�'• >"=50'
_ (KATSaS RANCH) 61• �i(i �F �� ,
� / ZZp p0 (RECEPT1aN No. 867647) ?4g��\ No �N7)y F/ R
Y 69,22�6„� Ss\ sB�sJ<iti�J \
� 5 LINE TABLE \
i LINE LENGIN BEARING
� � Z�� NB9'35'�•w EXHIBIT — RELACATED WELL (Ri} EASEMENT r � �
,�', �3 � ' sea,s' �w S �, SE 3�4 SECTION 3 (.�y�l�,
L4 11' Nfifi39'
o �1'NSHIP 5 SOUTH, RANGE 80 IPEST OF eth P. �I �'-_,�,�
m EAGLE COUNTY, STATE OF COLORADO ��,:;s„"
ri
EXHIBIT-RELOCATED WELL(Itl)PIPELINE EASEMENT �
EASEMENT DESCRIPTION i
A PARCEL OF LAND LOCATED IN'I'fiE SOUTH HALF OF 1T-�SOUTHEAST QUARTER OF SECTION 3, �
TOWNSHIP 5 SOUTH,RANGE 80 WEST OF TTIE SIXTTi PRINICPAL MERIDIAN,COUNT'Y OF EAGLE,
STATE OF COLORADO AND TRACT F,VAIL VII,LAGE ELEVENTH FILING,ACCORDING TO Tf�PLAT I
RECORDED Ji1LY 26,1971 AT RECEPTTON No, 116816,TOWN OF VAII,,EAGLE COUNTY,STATE OF +
COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
�EGIIVNING AT THE NORTHWEST CORNER OF SAID TRACT F,THENCE S 13°Ol'06"E A DISTANCE OF
39.82 FEET;THENCE S 31°29'16"W A DISTANCE OF 139.51 FEET TO A POINT OF CURVATURE;Tf�NCE
33.07 FEET ALONG SAID CURVE TURNING TO THE RIGHT HAVING A CENTRAL ANGLE OF 52°35'03",A
RADIUS OF 60.00 FEET AND A CHORD WHICH BEARS S 57°46'48"W A DISTANCE OF 53.13 FEET;
THENCE S 84°04'19"W A DISTANCE OF 10.64 FEET TO A POINT OF CURVATURE;TFIENCE 32.54 FEET
ALONG SAID CURVE TURNIIVG TO THE RIGHT HAVING A CENTRAL ANGLE OF 21°SS'Sl",A RADNS OF
85.00 FEET AND A CHORD WHICH BEARS N 84°57'45"W A DISTANCE OF 32.34 FEET;Tf-IENCE N
73°39'S0"W A DISTANCE OF 28.54 FEET TO A POINT OF CURVATURE;THENCE 24.48 FEET ALONG SAID
CURVE TURNING TO TFiE LEFT HAVIN(3 A CENTRAL ANGLE OF 15°35'11",A RADNS OF 90.00 FEET
AND A CHORD WHICH BEARS N 81°47'25"W A DISTANCE OF 24.41 FEET;TI�NCE N 89°35'Ol"W A
DISTANCE OF 147.94 FEET;TI-�NCE N 00°24'39"E A DISTANCE OF 20.00 FEET;THENCE S 89°35'Ol"E A '
DISTANCE OF 147.94 FEET TO A POINT OF CURVATURE;THENCE 29.92 FEET ALONG SAID CURVE I
TUANIIJG TO Tf�RIGHT HAVING A CENTRAL ANGLE OF 1 S°35'11",A RADNS OF 110.00 FEET AND A
CfiORD VYFIICH BEARS S 81°47'25"E A DISTANCE OF 29.83 FEET;THENCE S 73°39'30"E A DISTANCE OF
28.54 FEET TO A POINT'OF CURVATIJRE;THENCE 24.88 FEET Ai.ONG SAID CURVE TURNING TO TIiE
LEFT HAVING A CENTRAL ANGLE OF 21°55'S 1",A RADIUS OF 65.00 FEET AND A CHORD WE�IICH BEARS
S 84°57'45"E A DISTANCE OF 24.73 FEET;'I��NCE N 84°04'19"E A DISTANCE OF 10.64 FEET TO A POINT
OF CURVATURE; TI�NCE 36.71 FEET AI.ONG SAID CURVE TURNRJG TO TFIE LEFT HAVING A
CENTRAL ANGLE OF 52°35'03",A RAUNS OF 40.00 FEET AND A CHORD WHICFI BEARS N 57°46'46"E A
DISTANCE OF 35.44 FEET;T�NCE N 31°29'16"E A DISTANCE OF 67.92 FEET;THENCE N 29°07'S3"W A
DISTANCE OF 25.3 S FEET;THENCE N 08°45'S1"E A DISTANCE OF 54.41 FEEf TO A POIIVT ON TI�
SOUTT-�RLY RIGHT-0E-WAY OF INTERSTATE No.I-70;Tf�NCE AI,ONG SAID SOUTHERLY RIGHT-OF-
WAY TEIE FOLLOWING(2)COURSES:
1) S 89°26'25"E A DISTANCE OF 19.19 FEET;
2) N 65°M1'14"E A DISTANCE OF 33,28 FEET TO THE TRUE PO1N'I'OF BEGINNINC3.
SAID PARCEL CONTAINING 0.260 ACRES MORE OR LESS.
'I'1-IE ABOVE DESCRIBED EASEMENT BASIS OF BEARWG IS T1�E LINE CONNECTTNG NGS STATIONS
"SPRADDLE"AND"MCLAURIN',WHICH BEARS S 73°16'36"E USING COLORADO CENTRAL ZONE
(�IARN)STATE PLANE COORDINATES(SPC)83 WITH A SCALE FACTOR OF 1.00041186.
'TF�E BOUNDARY SHOWN FOR VAIL VII.,LAGE ELEVEIVTH FII,ING HAS ROTATION OF(-00°43'03")
FROM PLATTED BEARINGS,
BRENT BIGGS PLS No.29598
, PREPARED FOR AND ON BEHALF OF PEAK LAND CONSULTANTS,INC
I
P:11800-1899\I808\docs�Rl-legalslE�chibit-Rl•Relocated Pipcline-Legal.doc
POINT OF BEGINNING
CURVE TABLE NORT}iWEST CORNER TRACT F �166�
CURVE OELTA RAOIUS LENGTH TANGENT CHORD CHORD BEARING N t662112.82
� Z. � • � .0 29.6�' S 13' N57' '48'e E 2768551.80 kA��
� �
�Z '5' 0� 4' 16.4 32 4' 45T43• IN7ERSTATE No. I-7p
� �1' 9 . 4 ' 4 ' '4Y 5'W N6� py
c' • �o ze9s� , .�, (RIGHT—OF—WAY) 33.28'
�` 213 8 .00' 24.88' 4. • �jry
C6 7' 19.7' ' �9.�9� Q) ^�
. � _. . , _. . — — • — _ . T.���a N89'26'25"w=
_ . 868.80' _ ry��`�' lOT 11
�
INTERSTATE No. 70 J S00'38'06"W
RIGHT—OF—WAY 26.93'
� S13'01'O6"E
UNPLATTED 39.82'
(VAIL GOLF COURSE) � h^
(BOOK 397 AT PAGE 528) ��
a �.°j ��
�VAIL VILLAGE ELEVENTH FILfNG BOUNDARY � �
� �
SHOWN HAS A ROTATION OF —00'43'03" PROPOSED WELL EASEMENT � � �,�
FROM PLATTED BEARINGS. CREATEO BY SEPARATE DOCUMENT � � � ,ti�
�
--—' —� S X, SE Y /�"�
i� �� SECTION 3 c��
/' v/ �
� � LOT 12
� ,,�/
\ � � '`��
S89'35'01"E — 147.94' C4 .ry���� \
\\ J�/ /�����_���!� l ll C4 CS l5 � /y°^��
� 1 ���.!��'� G � �
� N8935'Ot"W — 147.94' 1//�� l
\ / C3 �!//�// i� LOT 13
� � i C2 �G��/ G
� � , � C2 Ll
= �i
�
W
� 'SS
� N88'37'14"W — 100.00' r�q/� �/ 9�35�+
g TRACT A ���cFAqc��pT �•
W (KATSOS RANCH) Ns\ T/O,yF<F 'c `�8\
; 2�p0� (RECEPTION No. 867647) ��sr�, �Ya �N�, `�4"
° ,� � 2 �Y`\ y�68 �i</ \
e 56g'22�6 LINE TABLE S64>2, '6J ��J
LINE LENGIH BEARING \
� �� 0.84' S 4'1 'W
o � 2& ' 7 '9'SO'W
o �� 20.00' N 4' 9"E
m L4 2&54' 7 9'S0'E ��
m 16 10.64. NB ; : REI!)CA7'ED 1VELL (R1) PIPELI�iE EpSEE�N7'
m �� 5.35' �� •W sA �w SR Y� SEC7'i0N 9 2VIINSHII� 6 SOUTH,
� SCAL�'• >"=50' Le �. o ,45. ,. RANGE 80 1fE9'1' OF 8th P.lL nxn �
� TRACT F. VAII. VQLAGE Fldsis'V$'NTH FlI.WG �wa.«.�.�..�...
i EAGIE COIJtiTY, STA7Ts OF COLORqDO R��...�+
a
i
i
EXIIIBIT-RELOCATED WELL(Rl) ACCESS EASEMENT �
I
EASEMENT DESCRIF''IION
A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF THE SOU'THEAST QUARTER OF SECTION 3,
TOWNSHIF'S SOUTH,RANGE 80 WEST OF THE SIXTH PRINICPAL MERIDIAN,COUNTY OF EAGLE, �
STATE OF COLORADO AND TRpCT F,VAIL VII,LAGE ELEVENTH FII,WG,ACCORDATC}TO THE PLAT
RECORDED JLJLY 26,1971 AT RECEPTION No.116816,TOWN OF VAIL,EAGLE COUNTY,STATE OF �
COLORADO BEWC3 MORE PARTIC[TLARLy DESCRIBED AS FOLLOWS: �
�E(IINNING AT THE NORTHWEST CORNER OF SAID TRACT F,THENCE S 13°Ol'06"E A DISTANCE OF
39.82 FEET;THENCE S 31°29'16"W A DISTANCE OF 139.51 FEET TO A POIIVT OF CURVATURE;TT�NCE f
33.07 FEET ALONG SAID CURVE TURNING TO THE RIGHT HAVING A CENTRAL AN(}LE OF 52°35'03",A �
RADIUS OF 60.00 FEET AND A CHORD WHICH BEARS S 57°46'48"W A DISTANCE OF 53.1 S FEET; �
1T�NCE S 84°04'19"W A DISTANCE OF 10.64 FEET TO A POIIVT OF CURVATURE;Tf�NCE 32.54 FEET I
ALONG SAID CURVE TURNINC,Tp THE RIGHT HAVING A CENTRAL ANGLE OF 21°SS'S 1",A RADIUS OF
85.00 FEET AND A CHORD WHICH BEARS N 84°57'45"W A DISTAIr'CE OF 32.34 FEET;TIIENCE N I �
73°59'S0"W A DISTANCE OF 28.34 FEET TO A POINT OF CURVATURE;THENCE 24.48 FEET ALONG SAID � �
CURVE TURNINC}TO'THE LEFT HAVING A CENTRAL AMGLE OF 15°3 5'11",A RADNS OF 90.00 FEET
AND A CHORD WHICH BEARS N 81°4T25"W A DISTANCE OF 24.41 FEET;T�NCE N 89°35'Ol"W A
DISTANCE OF 147.94 FEET;Tf�NCE N 00°24'39"E A DISTANCE OF 20.00 FEET;THENCE S 89°3 S'Ol"E A '
DISTANCE OF 147.94 FEET TO A POINT OF CURVATURE;TI-IENCE 29.92 FEET ALONG SAID CURVE j
TURNING TO T�IE RIGHT HAVIN(3 A CENTRAL ANGLE OF 15°35'11",A RADILTS OF 110.00 FEET AND A
CHORD WHICH BEARS S 81°47'23"E ADISTANCE OF 29.83 FEET;TfID�10E S 73°59'SO"E A DISTANCE OF
28.54 FEET TO A POINT OF CURVATURE;TI�NCE 24.88 I'EET ALONG SAID CURVE TURMNG TO THE
LEFf NAVING A CENTRAI,ANGLE OF 21°55'S1",A RADNS OF 65.00 FEET AND A CHORD WHICH BEARS
S 84°ST45"E A DISTANCE OF 24.73 FEET;'II�NCE N 84°04'19"E A DISTANCE OF 10.64 FEET TO A POIlVT
OF CURVATURE; TEIENCE 36.71 FEET ALONG SAID CURVE TURNING TO TEIE LEFT HpVING A
CENTRAL ANGLE OF S2°35'03",A RADIUS OF 40.00 FEET AND A CHORD WHICH BEARS N 37°46'48"E A
DISTANCE OF 35.44 FEET;THENCE N 31°29'16"E A DLSTANCE OF 67.92 FEET;1'E�NCE N 29°07'S3"W A
DISTANCE OF 25.35 FEET;TFIENCE N 08°45'S1"E A DISTANCE OF 54.41 FEET TO A POINT ON TI�
SOI7T'f�RLY RIGHT-OF-WAY OF INIERSTATE No.I-70;THENCE ALON(3 SAID SOUTHERLY RIGHT-0E-
WAY Ti�FOLLOWING(2)COURSES:
1) S 89°26'25"E A DISTANCE OF 19.19 FEET;
2) N 65°44'14"E A DISTANCE OF 33.28 FEET TO TI-IE�'RUE POIN"I'OF BEGINNIN.
SA1D PARCEL CONTAINING 0.260 ACRES MORE OR LESS.
TF�ABOVE DESCRIBED EASEMENT BASIS OF BEARING IS TI�LINE CONNECTING NGS STAITONS
"SPRADDLE"AND"MCLAURIN",WHICH BEARS S 75°16'36"E USING COLORADO CENfRAL ZONE
(HARt�STATE PLANE COORDINATES(SPC)83 WITH A SCALE FACTOR OF 1.00041186.
TI-�BOUNDARY SHOWN FOR VAIL VII.LAGE ELEVENTH FILING HAS ROTATION OF(-00°43'03'�
FR�M PLATTED BEARINGS.
BRENT BIGGS PLS No.27598 i
PREPARED FOR AND ON BEHALF OF PEAK LAND CONSULTANTS,INC �
P:11800-189911808\docslRl-Iegals�Exhibit-Rl-Relocated Access-Legel.doc
_
POINT OF BEGINNING 60
CURVE TABLE NORTHWEST CORNER TRACT F �16•
CURVE DELTA RAOIUS LENGTH TANGENT CHORD CFIORD BEARING N 166211Z.SZ
7 2.84' S3.15' NST48'4• E 2768551.80 p,rR�
4E
2 z ' r . a• s4• , .�' S2 ' SBa'S7'4•E INTERSTATE No. I-70 N65 �3
C3 7 35'11' 90.00' 4 4_ • • •�y
c+ i •�• ��o.�� 9.92. . . (RIGHT—OF—WAY) 33.28' c�
� ' �• g • .7 , 5 45'E �
� e� .,,� N �•.a�+e•e 19.19' oq� ,�"�
� — — • ` — ' — — • — — , — — . N89'26'25"W — 868.80' _ �W �`�� LOT 11
�
INTERSTATE No. 70� . S00'38'06"W
RIGHT—OF—WAY � 26.93'
� S13'01'06"E
UNPLATTED 39.82'
(VAIL GOLF COURSE) / `��
(BOOK 397 AT PAGE 528} a ,��� ,\
'VAIL VILtAGE ELEVENTH FILING 80UNDARY l� �
SHOWN HAS A ROTATION OF —00'43'03" PROPOSED WELL EASEMENT � /'ti
FROM PLATTED BEARINGS. CREATEO BY SEPARATE DOCUMENT � �' � „�/
/ � � _ � ` ���
�. � SEC�1 N 34 �/ � /
��� ` ' � v� � LOT 12
� ,.�/
\ \ � '���
\ � S89'35'01"E — 147.94' C4 ;��'�� \�
� J��/%1���1�� �4 �5 �5 � �� � �
, ����� ?
� N8935'01"W — 147.94' 1//��
� / C3 �!�i/ �,� LOT 13
� / (? �G� G
� �\ �/ C2 L1
n �/
�
� S
� r�'�9�� 5903.
� N88'37'14"W — 100.00' �,Q �'/�� � S\
� TRACT A N e�F,o��F F�T� � ?
(KATS�S RANCH) 612 , Oiy �c`� e�3R.
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TOWN OF VAIL, COLORADO Statement
*************************+******************++***+*******************++*********************
Statement Number: R130001178 Amount: $250. 00 08/13/201302:06 PM
� Payment Method:Credit Crd Init: CG
Notation: visa steve
sego
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Permit No: DRB130345 Type: DRB-Minor Alt,Comm/Multi
Parcel No: 2101-034-0601-2
Site Address: 2855 ASPEN LN VAIL
Location: Rl PUMP/WELL HOUSE
Total Fees: $250.00
This Payment: $250.00 Total ALL Pmts: $250.00
Balance: $0.00
***********************+***********************+********************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
DR 00100003112200 DESIGN REVIEW FEES 250.00
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