HomeMy WebLinkAbout1.11 Improvement Survey PlatPROPERTY DESCRIPTION
A PARCEL OF LAND SITUATED IN THE SE1/45TT'1/4 OF SECTION 34,
TOWNSHIP 5 SOUTH, RANGE 89 WEST OF THE 6th P.., SAID PARCEL
OF LAND IS DESCRIBED AS FOLLOWS:
BEGINNING AT THE POINT WHENCE THE WITNESS POINT FOR THE
SOUTH QUARTER CORNER OF SECTION 34 BEARS: 5 63°45'38" E,
/130.95 FEET;
THENCE S 66°24'00" W 34.14 FEET;
THENCE S 77°35'00" W 121.40 FEET;
THENCE N 00°08'00" W 147.94 FEET;
THENCE N 62°36 '07" E 168.70 FEET;
THENCE S 00°06'00" E 185.81 FEET; TO THE POINT OF BEGINNING,
TOGETHER WITH AN EASEMENT OR RIGHT OF WAY FOR ROADWAY
PURPOSES OVER AND ACROSS A TRACT OF LAND BEING THIRTY FEET
IiV WIDTH AND BEING THAT AMOUNT SOUTH OF THE ABOVE
DESCRIBED TRACT OF LAND WHICH EASEMNET OR RIGHT OF WAY
DESCRIBED AS FOLLOWS':
BEGINNING AT THE POINT WHENCE THE WITNESS POINT FOR THE
SOUTH QUARTER CORNER OF SECTION 34, TOWNSHIP 5 SOUTH,
RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
BEARS': S 65°15'46" E, 1118.08 FEET,
THENCE S 66°24'00"
THENCE 5 77°35'00"
THENCE N 00°06'00"
THENCE N 77°35'00"
THENCE S 66°24'00"
THENCE S 00°06'00"
COUNTY OF GARFIELD
STATE OF COLORADO
W 24.03 FEET;
W 130.89 FEET;
W 30.71 FEET
E 121.40 FEET;
E 34.14 FEET;
E 32.71 FEET; TO THE POINT OF BEGINNING,
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.
h11N'I' SIT
VE
PLAT
A PARCEL OF LAND SITUATED IN THE SE1/4SW1/4 OF SECTION 34
TOWNSHIP 5 SOUTH, RANGE 89 WEST OF THE 6th P.M.
COUNTY OF GARFIELD, STAT' OF COLORADO
0
NO. 5
REBAR
ROPOSED
MODULAR
HOME
10'
SETBACK
WOOD FENC
NO. 5
REBAR
WOOD FENCE N
MOUNTAIN DRIVE
SHADOWS
0
NI *o
EDGE OF
ASPHALT
S77'35*00"W
130.89
PK NAIL AND CAP 19598
116 ACRES EDGE OF
ASPHALT
REBAR AND CAP 19598)
34565
sD CAP
66.
REBAR AND CAP 19598
4
%,'8 1�s )fr
• .., reQvr
20
GRAPHIC SCALE
0 10 20 40
80
( IN FEET )
1 inch = 20 ft.
NOTES
1)
.Date of Survey May 2015.
2) Date of Preparation: .may 25, 2015.
3) Basis of Bearing: 4 bearing of S 0°06' E
from a no. #5 rebar and rebar and cap marked L.S. 19598
as shown hereon,
4) Basis of Survey: Various documents of record,
and the found monuments, as shown.
5)
TMs survey does not constitute a title search
by Divide Creek Surveying Inc. to determine
6) This linear measurement used it this survey is the U.S. foot.
SURVEYOR'S CERTIFICATE
I hereby state that this Improvement Survey Plat was
prepared by Divide Creek Surveying for Robyn Starr
I furthermore state that the improvements on the above
described parcel on this date, May 19, 2015, except
utility connections are entirely within the boundaries of the
parcel except as shown, that there are no encroachments upon
the described premises by improvements on any adjoining
premises, 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. I furthermore state that
this property is subject to reservations, restrictions, covenants
and easements of record or in place.
•
DIVIDE CREEK SURVEYORS INC.
DAVID C. NICHOLSON
Professional Land Surveyor
L.S. 34585
0029 Colorado River Road
New Castle, Colorado
(970) 876-5632 (970)355-9306
IMPROVEMENT SURVEY PLAT
425 MOUNTAIN SHADOWS DRIVE
GLENWOOD SPRINGS
GARFIELD COUNTY, COLORADO
DATE: 04/07/2015
PROJ, 07/07/2014
SITE PLAN