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GENERAL NOTES
CURVE
DELTA
1. PROJECT BENCHMARK: SEWER MANHOLE MH 0720 LOCATED WEST OF LOT 10 IN
LENGTH
TANGENT
BOOTH FALLS ROAD, RIM ELEVATION = 8367.7 INVERT ELEVATION = 8357.9
CHORD BEARING
Cl
(SEE DRAWING).
243.73'
147.81'
2. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE
145.56"
N08'02'29 "E
INDICATED IN PARENTHESIS (XX.X').
103'5235"
25.00'
3. LOT 10 IS SUBJECT TO THE EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS,
31.92'
39.37'
RESERVATIONS AND NOTES ON THE PLAT OF VAIL VILLAGE, TWELFTH FILING
C3
19'35'02"
RECORDED AUGUST 16, 1972 IN BOOK 225 AT PAGE 89.
99.52'
50.25'
99.04'
575'39'50 "E
4. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE
SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF
RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED
WATER VALVE
BY LAND TITLE GUARANTEE COMPANY, VTF50036313 -6, DATED JULY 5, 2013, AT
5: 00 P,M.
5. 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 CERTIFICATION SHOWN HEREON.
J09*1 9 56 E
17.
f
/f
f
(PROJECT BENCHMARK)
�+
SEWER MANHOLE MH 0720
f
RIM ELEVATION = 8367.7
f
INVERT ELEVATION = 8357.9
�
IMPROVEMENT LOCATION CERTIFICATE
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED
f
FOR PETER DOBYNS
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
IMPROVEMENT LINES.
$0 /
1 FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON
f
THIS DATE, 10/22/13, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE
/
BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTSr
UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES,
so/
EXCEPT AS INDICATED, AND THAT' THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY
s
EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED.
LIGHT POLE
FIRE HYDRANT
wv
ff
f/
f,
8C1'
f�
RETAINING
WALL
TOP
,. / f'' ,/'� EPA
sI--, / ---
$�''"� EDGE OF ASPHALT „✓
,,. SR ME ELEVATION MH 83578.5 /f N 2 *24 "5� "E
INVERT (N) = 8344.3 -�/ / z , X0,0
INVERT (S) = 8343.9 ^' Q GARAGE F.F. = 8369.5 �6
INVERT (E) = 8344.2 / j s LOWER LEVEL F.F. = 8359.5 ,
'o.
R
1� 9
s
lk' �
GRAPHIC SCALE
� 10 0 5 10
{ IN FEET )
1 inch = 10 ft.
BUILDING
SETBACK 1
���
GARAGE F.F. = 8385.4
a" LOWER LEVEL F,F. = 8374.1
MAIN LEVEL F.F. = 8384.1lJ�,,
UPPER LEVEL F.F. = 8396.5
�ti cax �
i
OF TOWER 1 4 0
$40$.6
A ram \-----EDGE OF ASPHALT
$ "9; 0 8
�,, 2,11'
FOUND No. 4 REBAR
WITH BLUE PLASTIC CAP -)
L.S. No, 15296
4�
LOT I
(VAIL MOUNTAIN SCHOOL)
ELECTRIC
TRANSFORMER
CA
l
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KA
u�
t,
FOUND No. 4 REBAR
WITH 1N' ALUMINUM CAP
L.S. No. 6844
I• •
PEDESTAL
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TELEPHONE
21 PEDESTAL
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ELECTRIC
/ -- --� TRANSFORMER
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
Cl
34'4449"
243.73'
147.81'
76.26'
145.56"
N08'02'29 "E
C2
103'5235"
25.00'
45.32'
31.92'
39.37'
N4236'22 "E
C3
19'35'02"
291.16'
99.52'
50.25'
99.04'
575'39'50 "E