HomeMy WebLinkAboutDRB130460 Plan Approved8156.1
8156.7 k /
0 =82'14'19"
R= 40.00'
L= 57.41'
C LEN = 52.61' �\
BEAVER DAM CIRCLE (40' RADIUS) BRG =N 31.06'50" w
157.3
PARKING, GARAGE, STORAGE, 157.31
& ACCESS EASEMENT FOR
PARCEL ,B (HATCHED AREAS)
_NOTE - PARCEL 8 .5
A TO 8157.
HAVE SEPARATE HEAT
• ZONE FOR DRNEWAY
HEAT. 4 ~� 157.7
a -168 03 22 EXISTING 4' 15
-
R =40.00 CONCRETE PAN
I
r
L= 117.33 � r
TO REMAIN 'ROCK
T= 382.38 WITHOUT HEAT PLANTER !
' J J
C L.Eh! -79.57 - EDGE 8157.7 J
BRG =N11 *47'41 E 8157.0 ASPHALT 8 •8 j
LOT 5
r-
BOULDER
WALL -
M. ff- '�
ti
00
P
N
w
0)
v @I
•
0 i
2
56
r R
FIRE \
HYDRANT \
8157.9 i
8158.0 A
N� i
O Iy7LI '
1 =6 PARKING, GARAGE, STORAGE,
6 1.0 & ACCESS EASEMENT FOR
PARCEL B (HATCHED AREAS)
i/AS u^ UNPLATTED
$157.9
//� ///
'8157.4 '$158.2 1.0
t i %�•>
1 % / (,GARAGE SLAB f < OQ,�,
/81 8.4 2
/
8157.6 ry S? .
j
� � 10 4 COry�
Ilk i� r , f/ /K ,X
f .�`bf/ i <„ SEE NOTE 7 , 1 '81'58.5 '� o? '
8157.8 friy /"FOR THIS . AREA ,''ENTRYxr� 0 4
/ ��..;<, i �., ' 0:� 689 UTILITY
,' ` ,, EASEMENT
r f�
0
0.5 „
w.} A. J 15$.6 "'.
r 08
i
• ..> cv ,:. is
z:, t.. ... „ .,
0
,
�- 7i-- , .- ,'.. /� X,.. �. _..- , �„ .i. NN ,. �, >. ..... , ... � rid,. �:.
`` _ .. ``
7 .. i -
1. .
\ $1.5$.8 04 ,�
z ,, f �
$159.9 0.4 a 11 1 ,ice ,.
SHADED AREA DENOTES \
EXISTING LANDSCAPING TO
REMAIN OR BE RETURNED
TO EXISTING CONDITION
AFTER CONSTRUCTION
A
LOT 1
41199 HIGHWAY 6 & 24, EAGLE -VAIL
P.O. BOX 1230
EDWARDS, CO. 81632
(970)949 -1406
11t =10 1-011
NOTES:
1) DATE OF SURVEY PARCEL B: 4/09/07
DATE OF SURVEY PARCEL A: 6/10/08
2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR
EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
RESTRICTIVE COVENENTS, OWNERSHIP TITLE EVIDENCE, AMENDED PLATS,
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
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
PREV. FOUND PIN & ALUM CAP 4) POSTED ADDRESS: 332 (PARCEL B), 330 (PARCEL A) BEAVER DAM CIRCLE.
LS #16827 5) BASIS OF ELEVATION: SEWER MANHOLE 1340 INVERT= 8145.9
ELEV= 8144.24'
6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS ON EAST LINE PARCEL B (SEE DRAWING).
7) THE CROSS HATCHED AREA OF THE PARKING, GARAGE, STORAGE, PLAT DOES Na
AND ACCESS EASEMENT FOR PARCEL B IS LIMITED TO A MAXIMUM NEED TO BE'
ELEVATION OF 8166.8 FEET (AS DEFINED BY THE GARAGE CEILING)
BASED ON UPPER EAGLE VALLEY SANITATION DISTRICT AS- BUILT AMENDED. UNIT A
INVERT ELEVATION OF MANHOLE 1340 4 MAY BUILD OVER
r
1.0 BEING 81 5.9 FEET UNIT B'S GARAGE.
:71 8) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN-
OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL
` SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
9) 1.0' CONTOUR INTERVAL.
10) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
�j 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.
xj
Ir9 X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER
X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER
d.
'
\
I
N
LOT 41, BLOCK 7
Awe VAIL VILLAGE FIRST FILING
a
0
V \
10' HOLY CROSS
ELECTRIC EASEMENT
(BOOK 258, PAGE 344)
ELECTRIC
TRANSFORMER
FLOWLINE SURVEYOR'S CERTIFICATE
STREAM I, Michael J. Post, a Professional Land Surveyor registered under the laws of
the State of Colorado, do hereby certify that this topographic survey was
made by me and under my supervision, and that the survey is accurate and
correct to the best of my knowledge.
Boa. /6' 91.26'
TBRIDGE Ea�,, lr
1.0
FOUND PIN & ALUM CAP
LS #16827
1494TOPOA -B.DWG 6/16/08
Michael J. Post
Colorado P.L.S. 30116
E•
TOPOGRAPHIC SURVEY
PARCELS A AND B
A RESUBDIVISION OF LOT 6, BLOCK 3
VAIL VILLAGE - THIRD FILING
TOWN OF VAIL, EAGLE COUNTY, COLORADO
JOB No. 1494
V
Q.
H
4-
v
U
L!1 -J
�E
•
•
- ra
eo o.
� N
ti
• •CI-
�1 O
Q
ON
� O�
Q O
CP%
LU C31%
- N
W o
r-
v
ON
oC
v`
0
Oct
W
0
J
F-
Vf
W