HomeMy WebLinkAboutB16-0031_ILC- Framing_1494977934.pdf S 58'19'45" W --- PHONE PED (TYP� 1) DATE OF SURVEY: 02/10/17
11.15' 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
ELEC TRANS PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
i ,, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
` ( FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
\ / _ I
' W J / / 2.0 CPP T 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
R•o' / ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
K R�v- / --- ® AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY
O
C4
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
BOQ�H GREE / ---
/l EDGE OF PAVEMENT THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
0' 10 20' 30 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.
C1 SCALE: 1" = 10' 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
Z ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED.
LOT 8 .P, 6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND MARKING THE S. CRN
s. \ W LOTS 9/10 AND THE S. CRN OF LOTS 6/7.
o.s' 0.3278 AC. cfl
o. \ W 7) BASIS OF ELEVATION: USGS CONTROL POINT "SPRADDLE" NAVD88 EL=8287.0'
1-.;.111!
— 1 > 1-S U, �:
'.
21''' .o. Q 8) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN
.. OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL
CMP \ 1.0 16 SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
1 L 9) BUILDING SHOWN WAS MEASURED AND TIES TAKEN TO OUTSIDE OF CONCRETE
FOUNDATION WALLS. ROOF PEAK ELEVATIONS SHOWN WERE TAKEN AT TOP OF
DITCH \ � �Z \ro—
PLYWOOD.
10) POSTED ADDRESS: 3090 BOOTH CREEK DRIVE.
WOOD TIE WALL 1 1) NO DRIVEWAY AT TIME OF SURVEY, ENTIRE SITE UNDER CONSTRUCTION.
\ o SPLIT RAIL
r �-
WOOD FENCE 12) 2.5' FEET OF SNOW ON PART OF LOT AT TIME OF SURVEY; SOME FEATURES
.r i MAY EXIST BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING.
PEAK ELV. i IMPROVEMENT LOCATION CERTIFICATE
8339,2 I hereby certify that this Improvement Location Certificate was prepared
' ' �� 1 for SHAEFFER/HYDE CONSTRUCTION
LOT 9 that it is not a land survey plat or improvement survey plat, and that it is
\\ BLDG. OVHG. ?�' "'�0'S /�� 24.6' not to be relied upon for the establishment of fence, building or other future
15 �' \ �� improvement lines.
P.::::,..1. PEAK ELV. ^`� ti
8338,7' \ �,', tea. �,'S I further certify that the improvements on the above described parcel on
\ /' this date, 2/10/17 except utility connections, are entirely within the
.74
ti \ boundaries of the parcel, except as shown, that there are no encroachments
,„. �,. OUTLINE OF BUILDING
\ "6'• upon the described premises by improvements on any adjoining premises,
AT PLYWOOD FRAMING d
Z ,.. \ .� 'A• 76' 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.
1.4' X 1.4' 0'
CONC. PIER e' / \\ r +��r-41
/ _
W OUTLINE OF \ �.0,- i. „,-.11--E-‘114, i
Ot / CONCRETE FOUNDATION \ Ma_,ca •
"� PEAK ELV. / AT ROCK LEDGE \ OUTLINE OF Cc.,ora� L.S. 3
LOT 7 I 8339,2*/ 2 STORY WOOD FRAME BUILDING \ �� CONCRETE WALL i-0 : 38233 : i
/ (UNDER CONSTRUCTION) \\ , ' : : .
PEAK ELV. -0'• MAIN FLOOR ELV. / \ PEAK ELV. Dat��tp��2�22�ZO�ji ,
8339,5 8311,7+ / 8339,2' �� �T�'*s.s+� "#�
r /
/ %,AL LAtt1
W The 100 Year Floodplain line as shown hereon is based on ����
'01 ti \ / °- the Town of Vail adopted FEMA Floodplain Study or the best
-. % eco' \ / available Floodplain data as approved by the Town of Vail
DITCH—� \\ / ,.. .V' -_\ Floodplain Administrator. For future reference, the 100
\ ,_/ Year Floodplain line as shown shall be verified for
? / consistency with the currently adopted version of the FEMA
°. \ 6' -
-
�� �� \ 6� / � Floodplain Study.
\ ti
\ ,°
.,.° \ 100 YR FLOOD PLAIN LINE AS SHOWN ON TOWN OF VAIL GIS DEPARTMANT FLOODPLAIN 8 MAP
\
'11!
\ \
h° \ �/ 100 YR FLOOD PLAIN LINE AS INTERPOLATED FROM ELEVATION CHART PER FEMA FLOOD INSURANCE RATE
MAP - PANEL 08037C0489D
15.5' \\\ A9 / ///
/
6° \ / /
No
\ 9)•
/ /
�� / /
\ 9):` /
\ 1.4' X 1.4' /
CONC. PIER / CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
\ Cl 170.00' 70.98' 70.46' N 70°17'25" E 23°55'20"
\ .,44 / 00' C2 45.00' 48.18' 45.91' S 88°43'51" E 61°20'44"
J 12-5'
„ W , - 20.00'
S 15 2p 30 EPS�ME ._,\__ ____
U1\\-\
\'
' TRACT C
-- - - - - ' IMPROVEMENT LOCATION CERTIFICATE
PHONE PED / , LOT 8, BLOCK 3
VAIL VILLAGE, ELEVENTH FILING
=_T-==_T=_====-_-= -____-_ _=- _=- TOWN OF VAIL
41199 HIGHWAY 6 & 24, EAGLE-VAIL
P.O. BOX 1230 , /
EDWARDS, CO. 81632 758FILC.dwg DATE: 02/13/17 EAGLE COUNTY
O U NTY, COLORADO
/
(970)949-1406 i DRN. BY: MLT PAGE: 1 OF 1 JOB No. 758