HomeMy WebLinkAboutB13-0552 B14-0032 ILC STAIRS
IBUILDING
OUTLINE
NOTES:
1) DATE OF SURVEY: 10/27/15
2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
SEWER MANHOLE 1500 PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
INVERT EL=8127.8' RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
PREY. FOUND PIN S FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
& ALUM. CAP 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
LS#16827 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY
CONC. WALL ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
I THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
I 4) BASIS OF PROPERTY LINE LOCATION:PREV. FND. MONUMENTS ON WESTERLY LINE LOT 5.
X02 �6' 5) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN
I OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, THE TOWN OF VAIL
LOT 4 SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
I /02.4. 6) POSTED ADDRESS: 463 BEAVER DAM ROAD.
7) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
I S29, 4 E EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE
46,
„ ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED.
I PARCEL A 541-
201' 16'
/ 8) BASIS OF ELEVATION:SEWER MANHOLE 1500 AT NE COR LOT 5 INVERT EL=8127.8'(SEE DRAWING).
/ 0.1871 ACRES 9) NO DRIVEWAY AT TIME OF SURVEY.
10.0'��I 1 10) ENTIRE SITE UNDER CONSTRUCTION AT TIME OF SURVEY.
/ 1
/ I 13.6/
BOULDER
1 iti WALL /
/ 7.0' DIA. / 9840,
/ CONC. CYLINDER ,1.5' INGRESS & EGRESS
EASEM
/ UTILITY -
I 6 4 1 (BOOK 462, PAGE 631) EDGE CONC. CUT NT PVC CONDUIT
' EASEMENT I0 1 43'
ham/ -- 74
�/ I 339, n 3.3' 1 ° o?
�� I 37.8'
X 13.9' 23.00, v
h^ 8180.0° 0.2' 33.9' -� I
�° / 30.4' TOP OF PARAPET /o, 26.1' STORM GRATE \\ I
/ 10, I \ i 0' 10' 20' 30'
I f 1v- 8187.6' OUTLINE OF \ I
/ 13.8' TOP OF PARAPET CONCRETE FOUNDATION
,L=06'22'56" \ EDGE CONCRETE ROAD I
I (4.
R=379.47' \ I EDGE ASPHALT ROAD - - -I� L=42.27' \\
/ I 1 o IQ
T.O.W. o T=21.16' \\ ►�
3 STORY STEEL FRAME BUILDINGw b
2 2' 10 8174.8' a BRG=N57'01'32"E \ I
I N (UNDER CONSTRUCTION) I C LEN=42.25' \\
/ /In \\
1.1'
1 \
\
/ N I I 1
W I
I 1 11.9' I
( OR
I I
P 1 L 1 0 7.3, 2.5' vA
oI I BUILDING I rn �`
1 OVERHANGS N3�___-'_ �-' 5.4'L \c-b..
il
1 _...\3.1' 1 ;-
IR.
0p'00'yy 22.80 �1 \---- *
N 1
NI O 46.6' m 3.4' o \ NJ
I I /N 6.7'
�'I BUILDING _ I \�-
1.5' 1.s' 8176.1' I o OVERHANG� _ _ - - 0.3' I
I f� 0 \
TOP OF PARAPET o 4.1' - - o
1 8196.0' I <,
1 I I rn 1 4.1' \
1 cn TOP OF PARAPET 1
48- 0
II L2 -_ L3 L5 - 0.3' I N W 1.0'
I :3/21...
1ct
0.7'1
1 I
\23.O' y°' o
Ico 0.5'
to
I Ii /� ^ - 1 J -N35'00'00"W
1 . ._- 18.83' t4 N
/`� L [ - W
Z ` I .� N 16.2' II 31.3' O
W I i N 7 BUILDING
3.II9'
No (/0 1 OVERHANG-_,...._ y - - 0.9 0.7' 0 Cr
J \
I188.8' W
U, 0.4' SEPTIC LINE 3.2' 1 T.O.W.T.O.W. N W
8165.5') TOP OF PARAPET I Q
�, ` UN PLATTED \ / f
/ 0.2' 7.2' 0
/
°.-3, 1 I o / 1 6.7' 13' 0=15'05'57" CC
N s.1 I 0.2'
TOP OFPARAPETJ R=379.47' Lil
I '
1 / 19 3' 10.0' Vp' l N L=100.00' Q
30.2' ; 0 1 s.s' 0.9' T=50.29' W
--r----- • BRG=N52'40 02 E 03
/ I CONCRETE RETAINING WALL (TYP) C LEN=99.71' CURB
/
fr
1 SEPTIC CO I / �°' 10ip
0
I
lu'r'° z
LANDSCAPING ENCROACHMENT I / �A' i IMPROVEMENT LOCATION CERTIFICATE
EASEMENT BY EAGLE VALLEY ^� 1 PARCEL C I
1 SURVEYING DATED 12/05/89 I /�`° 31.4' PARCEL B 1 0.2388 ACRES i I herebycertifythat this Improvement Location Certificate was
NOT KNOWN IF RECORDED s / / I p prepared
0.0799 ACRES 1 for R.A. NELSON
\ I / i 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
1 improvement lines.
/ / I
I I further certify that the improvements on the above described parcel on
1
\ i i this date, 10/27/15, except utility connections, are entirely within the
// I
��PHONE
1 boundaries of the parcel, except as shown, that there are no encroachments
PED upon the described premises by improvements on any adjoining premises,
26.6" 84.00' 78 75' ® except as indicated, and that there is no apparent evidence or sign of any
TV PED easement crossing or burdening any part of said parcel, except as noted.
N44°52'49'W 31.00' N44'52 49 W 162.75 2 �
PREV. FOUND PIN
& ALUM. CAP
RESUBDIVISION LINE TABLE LS#16827 ROCK Micha ,i '. Past *
WALL Colo;ado 7, sti011 a II
LINE BEARING DISTANCER
L1 S55'00'00' ;W 2.10' 1 - I. 30116 L
L2 N45'24'58'W 2.77' II I
L3 N35'00'00''W L4 S55'00'00'W 13.20' POND , _ - Z,-
Dat /1/ 115_.23 . •
L5 N35 00 00 W 9.10' I 5,
�ZAL LAt♦
L6 S55'00'00'W 8.81' -�iass��
L7 N35'00'00'W 8.52'
L8 S55'00'00'W 3.83' ROCK WALL
L9 S55'00'00'W 7.71' I
A*
L10 N35'00'00'W 2.06' PATIO OUTLINE LOT 1 , BLOCK 2
VAIL VILLAGE, SIXTH FILING IMPROVEMENT LOCATION CERTIFICATE
BUILDING OUTLINE PARCELS A, B, & C
_ _ A RESUBDIVISION OF LOT 5, BLOCK 4
41199 HIGHWAY 6 & 24, EAGLE-VAIL VAI L VILLAGE, THIRD FILING
P.O. BOX 1230EAGLE COUNTYCOLORADO
EDWARDS, CO. 81632 928ILC2015.DWG DATE: 10/27/15 > >
(970)949-1406
DRN. BY: MLT PAGE: 1 OF 1 JOB No. 928