HomeMy WebLinkAboutB12-0385 B12-0386 ILC 073013 APPROVEDc:
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Design Review
Staff Approval
T OF VAI L j By Joe Batcheller at 2:08 pm, Jul 30, 2013
OWN
BUILDING DETAIL
SCALE: 1 " =10'
GENERAL NOTES
1. PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82'
(NAVD 88).
2. BASIS OF BEARING: FOUND MONUMENTS MARKING THE NORTH LINE OF LOT 9 BEING
N90'00'00 "W A DISTANCE OF 173.00 FEET.
4. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE
INDICATED IN PARENTHESIS (XX.X').
5. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE
SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF
RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED
BY LAND TITLE GUARANTEE COMPANY, ORDER No. VFT50020770 DATED OCTOBER
24, 2007 AND V50029210 -3 DATED JULY 24, 2012 AT 5:00 P.M..
6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST
DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY
DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE
OF CERTIFICATION SHOWN HEREON.
IMPROVEMENT LOCATION CERTIFICATE
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED
FOR DW DANTAS CONSTRUCTION
LOT 8
FOUND No. 4 REBAR
WITH Q2" ALUMINUM CAP
L.S. No. 11204
ft
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VAIL WILDERNESS
TOWNHOUSES
(BOOK 304 AT PAGE 876)
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THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS
NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE
IMPROVEMENT LINES.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON
THIS DATE, 06/07/13, 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
EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED.
DATE: - 97129 WI'5 _
® ® ?Pp O R E ••w
BRENT BIGGS 07/29/2013 �
COLORADO P.L.S. No. 27598 �F J
FOR & ON BEHALF OF PEAK VAn ONSLILTAI4�
AL L A�� -0
1
CURVE TABLE
CURVE=
DELTA
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
C1
1 29'06'50"
182.68'
92.83'
47.44'
91.83'
S77- 49'40 "E
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FOUND No. 4 REBAR
WITH Q2" ALUMINUM CAP
L.S. No. 5933
/ B12 -0385
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FOUND No. 4 REBAR
WITH 1Y" ALUMINUM CAP
L.S. No. 5933
INDICATES HIGH DEBRIS FLOW
OFFICIAL DEBRIS FLOW HAZARD MAP
TOWN OF VAIL, ADOPTED OCTOBER 17, 2000
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B12 -0386
LOT 10
RECEIVED
By David Rhoades at 8 :03 am, Jul 30, 2013
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
IMPROVEMENT LOCATION CERTIFICATE
LOT 9,
VAIL INTERMOUNTAIN SUBDIVISION,
BLOCK 9
TOWN OF VAIL, EAGLE COUNTY, COLORADO
DRAWN: JF I CHECKED BY: BB
DATE: 06/17/13 1 PLC JOB #:1750
SHEET 1 of 1
PEAK LAND CONSULTANTS, IN,
PH:(970)476 -8644 FAX:(970)476 -8616
1000 LION'S RIDGE LOOP, SUITE 1D
VAIL, CO 81657