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MEAS RIM EL=8148.6' AN/201712:OO:OD
MEAS INV EL=8131.5'
WEST MEADOW DRIVE
48.1 UTILITY PED (50' W.)
48,1 +- � -- a7.7 SEWER MH 0280
_ _ $-_ MEAS RIM EL=8147.7'
PAVER WALK \4* 4:T - . -a73- FLOWLINE PAN EDGE ASPHALT O MEAS INV EL=8132.1'
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ELECTRIC VAULT/MANHOLE I0STORM SEWER MANHOLE 7, + 46.1
STORM SEWER INLET ` FOUND #4 REBAR &
/ _.CAP / ____+ 45. �,, fr PLS NO. 38233
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45.5.DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETERVi
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DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER
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LOT 4 � i NNOTES: �4 ,O '1 til ti #44
sf + 45.4 + 44.3
1) DATE OF SURVEY: 4/18/2017 N " p r , ,
�� , , , , ' *Alla 2,p BUILDING OUTLINE
Ar11116.. AM
�, - + 45.0 GARAGE2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED O + 44.8 , , EL=8145.5' 411
PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, �►' �7
RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER Z ���� a+a , , , 2 STORY WOOD/ ilf
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. rrf \ ,` , , STUCCO/ROCK SIDED
AVIA 4*
.4 / / \ GARAGE W/
3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL , , ' , APARTMENT
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS GARAGE4.4 V ‘111. 1
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY + 43.7 ,I , _ PEAK
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE EL-8145.5 \
I \ PEAK �a t� EL=8167.5' 0' 10' 20' 30'
THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
0.3'
HEREON. ' �� \EL-8158.8' + 44.6
43.2+ � ..
4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE IV ��� \�. N + 44.5 43J+
AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD Wm-2 f�II + 43.1 *Ipt,S)
PLANTERBE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT ANDi, �lll1�\iw�1 81450.3'SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. ►►�-�1W �l �� PLANTER STEPS/DECK �'-
-,
5 THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF �''° BAY WINDOW PEAK�� ' 43,6+`i. + 44.6 + 43,6
EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE I EL=8169.8' LOT 3 / ����ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. `� %' 44. 0.5'
6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND MARKING THE NE & � "•�°� 0.3696 ACRES ' \
SW CORNER LOT 3 (SEE DRAWING). Ilk ` \' 4.4.8
/\ ROCK WALL Ni
WATER VALVE ,4,3 /_
7) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN �`i i'
OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL !Fo,f
II �A ,".,�``="' DECK \ STEPS/DECK \ DECK -_,-_"ei, 44,9 A /SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. + 42.a �� ��,, N /,•�,; ,__8) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR .0�'�/ � " \ ENTRY /
I
<A...�r, ' / �� i�' CAP LFND. S #4974 YELLOW PLASTIC / _ _
MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON '`'s% EL=8147.9'
FOR ADDITION DESIGN. 00*
+ 43.8 .e.,�y�` / /
____
9) POSTED ADDRESS: 142 MEADOW DRIVE. �, II �;$14.11:
it � 2 STORY STUCCO & + \ / T -_
_`.�� N N 44.3 I /
��.� �` , WOOD SIDED RESIDENCE
10) BASIS OF ELEVATION: NGS CONTROL POINT "SPRADDLE" ELEVATION=8287.0' (NAVD 88) ` ' \ +\ io.o'I �� -5 43,7\ / .. UTILITY EASEMENT _11) 1' CONTOUR INTERVAL. 1 \ /1� \+ 41.1 ,,-- 1/� / / / �� _
BUILDING OUTLINE 44,3 44.5 / // 43.4+ Alt _
PLANTER + 41.7 CENTERLINE
/ DECK / + 43,5
A/ SMALL STREAM _
N\ //� �A
/ / /
\ / _ _ _ _ -
SURVEYOR'S CERTIFICATE 40'7 \ // / + 43.8 /�.- - - ' -.
N DECK 38.3+'CULVERT - _�
I, Mason L. Torry, a Professional Land Surveyor registered under the laws of N 0 - -•- •
the State of Colorado, do hereby certify that this topographic survey was \ / / �1� _•- • - / �'�•
114 •
made by me and under my supervision, and that the survey is accurate and `'` "' n\ / -. - - 50' STREAM •
correct to the best of my knowledge. + 41.4 iii\k
+ 43.6 // /\/ • / SETBACK \•\ + \
/ \
/- + 43.4 \/43.8 � '- \
_riz i t p 4 �< `-
acv. A. / , - \
Mason '_ • or L. 1. LNo 40.3 \ // Nb 0 0 + 42,6 • / \
Cobra .o P. 382p •-. - / \
L 39.6
38233 40.5 // ,, ' 8135 _ /
o >-I +
Date :�cQ _e/24/1°17 �� -
5000
�/ , // \ /. -•• _ w w - 31Jt - w - - w - w - w - w -
/ w -
L L P # / 31.0 -- U ---/ • w_ w _
HIGH WATER LINE w-
w w _ W w w
' w w w
' EAS ENTUTILITY10.0' w w VIEWLINE GOLD PEAK w
/ 81 / W 30.2 w
/ 40 /.
' APPROX LOCATION 1% A
/ / /• / ANNUAL CHANCE FLOOD w
/. •• 3 GORE CREEK FROM FEDERAL w
--- / / / •/.• 30'1 EMERGENCY MANAGEMENT
_ W AGENCY REVISED PRELIMINARY
I,
-_ /./ ' W/ FLOOD INSURANCE STUDY
• 08037CV0004 DATED DECEMBER VIEWLINE RIVA RIDGE w
--- /'/ / \A-I--W 4, 2007 w
--� �W 30.3
-- /' WSW /,
-- ---- •,,,, � / /' w w W
-- / / a\jb.•�• / + 30,2 _
-- / 50' STREAM / �
__ FOUND #5 REBAR & , SETBACK .• w
_- - YELLOW PLASTIC CAP w -
_--- PLS NO. 4974 • GORE CREEK _
-
_• _ � � �
�/ TRACT B �,
_ ' • ' X29,8 VAIL LIONSHEAD - APPROX CENTERLINE STREAM
/' •' 8130 a
' SECOND FILING
(TOWN OF VAIL) \ TOPOGRAPHIC SURVEY
.moo/ \ LOT 3
___ ___ _ _ _ __ _ _ __ _ _ _ �� �' -- VAIL VAIL VILLAGE, SECOND FILING
----------=---_---=- --- --- *,w TOWN OF VAIL, EAGLE COUNTY, COLORADO
41199 HIGHWAY 6 & 24, EAGLE-VAIL a .-- 4,+_,
P.O. BOX 1230 i 28,7 -- 3501T0P0.DWG DATE: 3/29/17
EDWARDS, CO. 81632
(970)949-1406 DRN. BY: M. POST PAGE: 1 OF 1 JOB No. 3501