HomeMy WebLinkAboutB14-0220 REV3 ILC.pdf �
O ' EDGE ASPHALT (TYP)
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\ \ NOTES:
\ 1) DATE OF SURVEY: 10/22/14
\\ \
/ PARCEL B 2) PLATS,OEASEMENTSHASDE OFNO RECORDTIGATION(OTHER THAN PLATTED), ENCUMBRANOCES AMENDEDR
OR INDEPENDENT SEARCH
/ \ R
\ RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
\ \ FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
/ \
\ \
\ 3) 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
Z \ \ \ ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
\\ �`�S \\ / HEREON.
X95 ASPHALT DRIVE
\ S \ 4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
\ \ AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD
\ \ / BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND
\ �� \ SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS.
\\ `l�- \\ 5) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
\ \ EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE
\ \ ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED.
6) BASIS OF ELEVATION: USGS VERTICAL CONTROL MARKER Y280. ELEV=8465.62 NAVD 88.
I \\ 10'x\ 0' 20' 40' 60'
\ \ _—_—_�- 7) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND ON LOT (SEE DRAWING).
\A' \ 8) THE ENCROACHMENT LICENSE AGREEMENT RECORDED AT RECEPTION No. 201412284
\ \ REFERENCES THE SEWER EASEMENT RECORDED AT BOOK 286, PAGE 166. SAID
\ \ EASEMENT DOES NOT FOLLOW THE SEWER LINE AS CONSTRUCTED OR AS DEPICTED IN
\
\ EXHIBIT B OF SAID ENCROACHMENT AGREEMENT. THE EASEMENT DEPICTED IN EXHIBIT B
\ OF SAID ENCROACHMENT AGREEMENT IS AS DESCRIBED IN AN EASEMENT DESCRIPTION
\ PREPARED BY EAGLE VALLEY SURVEYING, DATED 12/27/13 AND AS SHOWN HEREON.
\ 9) ENTIRE LOT UNDER CONSTRUCTION AT TIME OF SURVEY. NO DRIVEWAY
SEWER
) ) PARCEL C 10) POSTED ADDRESS: 4284 COLUMBINE DRIVE
MANHOLE 14' 10'H
(TYPICAL) ASPHALT DRIVE
UTILITY & ACCESS EASEMENT
(B401,P193 & R.N. 201413078)
I
zo / FOUND PIN & RED PLASTIC CAP /
N LS#13901 20' WITNESS COR SEWER LINE EASEMENT LINE TABLE
i PARCEL A -.1
DECK OUTLINE
/ LINE BEARING DISTANCE
/ L1 N77°17'51"E 11.81'
ASPHALT DRIVE /
L2 508'41'26"W 39.03'
1 o/ / L3 S47°49'04'E 72.01'
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/ / L4 N67°07'10'E 103.79'
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531.37'28,4*
$1•37'2$+W\1 27 34 /
/
L5
L6 585'15'52'E 23.86'
S31°00'00'W 20.07'
L7 N85°15'52"W 10.55'
�� / L8 S67°07'10'W 101.15'
/ / / /� L9 S30°26'51"W 9.14'
I N77'17'51"E 108.08' / L10 S68°00'00"W 29.53'
, / / L11 N30°26'51"E 27.32'
FOUND PIN RED PLASTIC I EDGE o / / L12 N4 °49'04"W 72.49'
CAP LS#22575 ROCK
/ / �� L13 N08'53'12"E 48.92'
APPROXIMATE 30' /
LOT 20-3 STREAM SETBACK �/ / / /
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, PARCEL D /
IS
ROCK SWALE I �o �\ /
/ Is>. ALOT1
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, /� �� BIGHORN SUBDIVISION
S08'53 12 W 74.44 ! I - ea o, 7 o
I • ,� // ,�/ / FOURTH ADDITION
a
FOUND PIN & ALUM ` S I SEWER LINE EASEMENT 15 s, d \e o� /� ��'/ IMPROVEMENT LOCATION CERTIFICATE
CAP LS#16844 I .I (SEE NOTE 8) T.O.W. �Z 6 6 /
35' WITNESS COR \ s. 8438,2 ,,, o / ,�/ I hereby certify that this Improvement Location Certificate was prepared
s, APPROXIMATE 50' -5 •5o° .J �� e for Vail Custom Builders
\ STREAM SETBACK (r Q / / / '
FOUND PLAIN a s. �. / Op / that it is not a land survey plat or improvement survey plat, and that it is
#5 REBAR \ �� T.O.W. __ A
not to be relied upon for the establishment of fence, building or other future
APPROXIMATE LOCATION s 8 W,7 8439,2 i L5 "� ��
\ o o' improvement lines.
100 YEAR FLOOD PLAIN LINE �.�' � 0��
INTERPOLATED FROM F.E.M.A \ \ PERIMETER OF
\ \ s I further certify that the improvements on the above described parcel on
EAGLE COUNTY, COLORADO CONCRETE FOUNDATION a i � L
INSURANCE STUDY MAP NUMBER `; \ \ \\ so 2� �� �� / /' this date, 10/22/14, except utility connections, are entirely within the
08037C0493D DATED 12/4/2007 \ \ 8' o , / boundaries of the parcel, except as shown, that there are no encroachments
REVIEWED BY SURVEYOR ON 10/2/2013 \ �3\ \ s o ,� /L / upon the described premises by improvements on any adjoining premises,
26.5' .„,/,__ / except as indicated, and that there is no apparent evidence or sign of any
\\ �\ s° �� 10' i / easement crossing or burdening any part of said parcel, exce.t as noted.
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\ \ \ \ • 30 — i Colorr�Clo P.��S. 265 ;
\ '� — — — p0 �' / 26698 ••
S � A i 1��� \ / // EDGE STREAM ••
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`'AFS, �S. �\ �� ® 24.9' 6a Op 0 �� / / DATE: 1�19/IAF ,�� --
LLAW
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CON C �o�''�.,,,�— W_W_w y /
6'i \ WALL " /�//()/ w w
LOT 8 °o. v �I, W y BG��R� ''/
BIGHORN ESTATES k /- / 00 5'\° — -- --/- LOT 2
CENTERLINE \vl/ BIGHORN SUBDIVISION
N STREAM
� �� W w— W w _w FOURTH ADDITION
N
FOUND PIN & ALUM
A CAP LS#26598
APPARENT EASEMENT IV
\ BRIDGE 53' WITNESS COR
EXISTING CENTERLINE \\
SEWER
dr IMPROVEMENT LOCATION CERTIFICATE
SEWER /
MANHOLE PARCEL D
(TYPICAL) \
A RESUBDIVISION OF PARCELS C 8c D
_________ - ___ _____-_ ___ LOT 9 \ STREAMSIDE DUPLEXES
41199 HIGHWAY 6 & 24, EAGLE—VAIL BIGHORN ESTATES
P.O. BOX 1230 29761LC-20141022.dwg DATE: 11/7/14 TOWN OF VAIL, EAGLE COUNTY, COLORADO
EDWARDS, CO. 81632
(970)949-1406 DRN. BY: DJE PAGE: 1 OF 1 JOB No. 2976