HomeMy WebLinkAboutB13-0146 FOUNDATION ILC 102413.pdf ACCESS AND UTILITY EASEMENT
(RECEPTION No. 201116127) A'
\ (CROSS HATCHED AREA) EDGE OF ASPHALT UNIT 3 /
BOULDER WALL /
(TYPICAL)
PARCEL F
SEWER MANHOLE
(COMMON PARCEL) RIM ELEV. = 8349.3 /
FOUND No. 5 REBAR
WITH 1Y2" ALUMINUM CAP
L.S. No. 27598 PARCEL F
S
(COMMON PARCEL) /
s16p / 20 o GRAPHIC SCALE
GENERAL NOTES o w j o /S81 �25� C / /
1 ROAD. RIM ELEVATION =SEWER
8396.8 nINVVERTMELEVATION =LOCATED 30 IN BUFFEHR CREEK 90 (EAGLE VALLEY �\ // / UTILITY EASEMENT / 1�•SS$ / 10 0 5 10 20
FIRE HYDRANT _ / (RECEPTION / / /
SURVEY JOB No. 1732.9) WATER VALVE L (HATCHED No• 201116127
2. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE (TYPICAL) - _ `� AREA) ) 28.86 FOUND No. 5 REBAR
I 1_ _80 39'/ / / WITH 1Y2' ALUMINUM CAP ( IN FEET )
INDICATED IN PARENTHESIS (XX.X'). S81'25'05.. -1_ .[ L.S. No. 27598
� 27 72, _ 1 / 1 inch = 10 ft.
3. PARCEL C IS SUBJECT TO RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED ,,,,
UNITED BY THE AUTHORITY OF THE
PATENT RECORDED DECEMBER 29, 1920,TE RESERVED I ED STATES
N BOOK 93 PAGE 42 wV 18, C.M.P• ,,,,, � - _ _ _ _ _ /
,,, p'� \ S6�?6' J (TYPICAL)
EASEMENT SEWER
4. PARCEL C IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF PEDESTRIAN , \ ( )
EASEMENT AGREEMENT RECORDED OCTOBER 06, 1994 IN BOOK 651 AT PAGE 822. U,
5. PARCEL C IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF THE ` �I TOW=8347.5 0. \s4'�0' COLUMN o
"SECOND AMENDED AND RESTATED DECLARATION OF COVENANTS, CONDITIONS AND INLET
RESTRICTIONS FOR THE RESIDENCES AT BRIAR PATCH" BUT OMITTING ANY 0'
COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, N \ COLUMN
SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, o
NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN
APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID
COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS RECORDED TOW=8347.5
SEPTEMBER 1, 2011 AT RECEPTION NO. 201116126.
w TOW=8332.3 (6
6. PARCEL C IS SUBJECT TO THE EASEMENTS, RESERVATIONS, RESTRICTIONS, AND
GENERAL NOTES AS SHOWN ON THE 5th AMENDMENT TO THE RESIDENCES AT BRIAR a
PATCH AS RECORDED SEPTEMBER 1, 2011 AT RECEPTION NO. 20116127. 1g•0'
00 0
BUILDING ENVELOPE
7. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE z (RECEPTION No. 201116127)
SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF 3
RECORD. RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE I 3 p' 4.3'
WERE PROVIDED BY 18 0ERIT1 p
HERITAGE
COMPANY, ORDER No. 54-H0351693-060-MH1,
DATED SEPTEMBER PARCEL D
EDGE OF ASPHALT u, 1p.5' P 1
8. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION TOW=8349.6 B. 12'p FOUNDATION ONLY COLUMN kp
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST N81 25 p5' 0 (UNDER CONSTRUCTION) W �0
DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY $ 0 26.85' W�
DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE �! o N Q
OF CERTIFICATION SHOWN HEREON. N 0.
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TOW=8340.1 1� N77'52'09"E - 4.31'
Z TOW=8330.3
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FOUND No. 5 REBAR
WITH 1Y2" ALUMINUM CAP o�
L.S. No. 27598 TOW=8333.1
FOUND No. 5 REBAR 1 15.8) rn
WITH 1Y2" ALUMINUM CAP /
L.S. No. 27598 IN
1 TOW=8340.1
28.5'
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1 - - N83'09'
- 54=6 90' (TIE)/
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�g.1g'38"W FOUND No. 5 REBAR
WITH 1)/2" ALUMINUM CAP
� L.S. No. 27598 '
IMPROVEMENT LOCATION CERTIFICATE PARCEL B
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED j 000 FOR HILL CONSTRUCTION INC.
THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS C 000 NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE �.
IMPROVEMENT LINES. � 000 I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON W�
THIS DATE, 10/04/12, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE '
BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS
UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES,
EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY PARCEL C
EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. 0.4223 ACRES '
ADDRESS: 1388 BRIAR PATCH LANE
APPROXIMATE ROCKFALL HAZARD ZONE
ul. , (PER T.O.V. MAP DATED OCTOBER 17, 2000)
gyp, O R E C/S 4000 T Dc��
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DATE:_-_--_-_-_-- ---- BIGGS--------- 10/27/200 7598
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COLORADO P.L.S. No. 27598 FJ' ,
FOR & ON BEHALF OF PEAK `j��1 LAg � INC.
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FOUND No. 5 REBAR
WITH 1Y2" ALUMINUM CAP PARCEL G IMPROVEMENT LOCATION CERTIFICATE
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L.S. No. 27598 ' (TOWN OF VAIL) PARCEL C, FIFTH AMENDMENT TO
THE RESIDENCES AT BRIAR PATCH,
i
TOWN OF VAIL,
0 ' EAGLE COUNTY, COLORADO
j PEAK LAND CONSULTANTS, INC.
O PH:(970)476-8644 FAX:(970)476-8616 ' DRAWN: JF CHECKED BY: BB
VAIL, CON81657GE LOOP, SUITE 10 / DATE: 10/17/13 PLC JOB#: 1845.1
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