HomeMy WebLinkAbout1011FOUND 2.5" BRASS CAP,
U. S. 0L. 0 N114 CaPNER
SEC170V .35
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IMPROVEMENT SURVEY PLAT
PART OF THE NE1 /4 OF SECTION 35, T5S, R81W, 6TH P.M.
AKA: LOT 10 (PART OF) SOUTH MINTURN ADDITION
Town of Minturn,
IX S H/0VNM Y NO 24f
(80 `R.O.W,)
E E E
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FOUND 15 /r'EBAR
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SY1 W AND LDW r
ROYBAL
AEC. NO. &V114
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FOUND 1.5" AL UM /NUM
CAP SET IN CONCRETE ,
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FOUNO 15 AL UM /NUM
CAP 6W 15 REBAR
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5W7H MIN7 " ESTATES
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County of Eagle, State of Colorado
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Lot 10 Pert Of
South Minturn Addition
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SET 1.5"
AL UM /NUM CAR
ON 15 REBAR
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REFERENCED IN $ LS ,x.37924
CASE NO 90 CV 625 '`°•►r
BOX HATCH /N0
APPROX /MATE AREA ORAN7F0
TO THE QU/NTANA S BY A0t R.S'E"
POSSESS16W /N CASE NO 90 CV 625,
F /LEO IN 7hZE EAGLE COUNTY
CLERK AND RECORDERS OFF /CE
UNDER RECEP77ON NO 201507801
KAREA NE 141 OEF/NEO BY EXH /2
aINO 2.5 ALUM /NUM
CAP ON A45 REBAR
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FOONO 1.5" AL UM /NUM
CAP 6W OS REBAR I
LS ,361091 (7YP 1CAL
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AEC. NO.
20 MIS50
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PROPERTY DESCRIPTION:
A PARCEL OF LAND SITUATED IN THE NE1 /4 OF SECTION 35, TOWNSHIP 5
SOUTH, RANGE 81 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF
MINTURN, COUNTY OF EAGLE, STATE OF COLORADO, SAID PARCEL BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A 1.5" ALUMINUM CAP LS #14109 MARKING A WESTERLY
CORNER OF THE SUBJECT PARCEL AKA: LOT 10 (PART OF), SOUTH MINTURN
ADDITION, FROM WHENCE A 1.5" ALUMINUM CAP SET IN CONCRETE MARKING
AN ANGLE POINT OF PARCEL B, SOUTH MINTURN ESTATES, RECEPTION NO.
390713, BEARS N41'25'32 "W, 307.94', SAID LINE FORMING THE BASIS OF
BEARINGS FOR THE FOLLOWING DESCRIPTION; N40'57'36 "E 209.39' TO A #5
REBAR ON THE SOUTHERLY RIGHT OF WAY OF U.S. HIGHWAY 24, THENCE
200.75' ALONG A ARC OF A NON- TANGENT CURVE TO THE LEFT HAVING A
RADIUS OF 2905', INTERIOR ANGLE OF 03'57'34" AND A CHORD WHICH BEARS
S52'21'01E 200.71' ALONG SAID RIGHT OF WAY TO A 1.5" ALUMINUM CAP ON
#5 REBAR, LS #30091; THENCE LEAVING SAID RIGHT OF WAY, S38'19'59W
150.48' TO A 1.5" ALUMINUM CAP LS #30091; THENCE S39'30'38 "W 105.96'
TO A 1.5" ALUMINUM CAP ON #5 REBAR LS #14109; THENCE S39'31'37 "W
11.52' TO A FOUND 3.5" ALUMINUM CAP SET IN A ROCK, STAMPED U.S.D.A.
A /P. 18, LS #7235; THENCE N49'11'41 "W 105.21' TO A FOUND 3.5" ALUMINUM
CAP SET IN A 3" PIPE, STAMPED U.S.D.A. A /P. 19, LS #7235; THENCE
N23'02'11 "E 22.09' TO A FOUND 1.25" BLUE PLASTIC CAP ON #5 REBAR,
STAMPED LS #37924, THENCE S88'02'10 "W 25.81' TO A 1.5" ALUMINUM CAP
ON #5 REBAR, STAMPED LS #38079; THENCE N38'57'47 "W 46.20' TO A 1.5"
ALUMINUM CAP ON #5 REBAR, STAMPED LS #38079; THENCE N30'02'13 "W
32.15' TO A 1.5" ALUMINUM CAP ON #5 REBAR, STAMPED LS #38079; THENCE
N46'00'32 "E 23.29' TO A 1.5" ALUMINUM CAP ON #5 REBAR, STAMPED LS
#38079; THENCE N41'59'45 "W 4.37' TO THE POINT OF BEGINNING, SAID
PARCEL 1.203 ACRES MORE OR LESS
NOTES:
1) DATE OF SURVEY. May 11, 2015
2) STREET ADDRESS: 947 South Main Street (U.S. Highway 24)
3) Location of improvements and lot lines are based upon: the a Title
Commitment provided by Land Title Guarantee Company Order No.
50041155, with an effective date of 5 -15 -2015, and Survey Monuments
found at the time of this survey as shown hereon.
4) BASIS OF BEARINGS: Between a 1.5" Aluminum Cap set in concrete
marking an angle point of Parcel B, South Minturn Estates, and a 1.5"
Aluminum Cap LS #14109 marking a westerly corner of the Subject
Property (AKA LOT 10, Part Of) bearing S41'25'32 "E as shown hereon.
5) U.S Survey Feet was used for this Survey.
6) 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.
1, Randall P. Kipp, a Professional Land Surveyor in the State of Colorado, do
hereby certify that this Improvement Survey Plat was prepared for Frances R.
�i SIPy Quintana, and is the result of a survey performed by me or under my direct
supervision, responsibility and checking. I further certify that this Improvement
E E E '` PAAM 1 Survey Plat is in conformance with 38 -51 C.R.S. and standard survey
/EC NO. methods practiced in the area at the time of this survey.
201.J?19,5D
FOUNO 3.5" ALUMINUM FOUNO 3.5" ALUM /NUM
\CAP, U. SO. A ON 3" PIPE CAP, U. S.O. A SET /N
„< \A. P. 19, ZS 172J5 72,.35 ROICK, A.P. 18, LS , 7235
\ . S. FOREST
h SER CE BOUNDARY
\\ BOOK 469 PACE ,371
\ U. ,S FA�PEST
ao ARF FENCEL /NE
M&LER 1"- 1L Y 7RUST \
TRACT C \
REG PMW NO. 727477 \
,35" AL UM /NUM CAP,
\ U. S.O. A ON .3" P /PE
A. P. 20, LS 172-T5
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MR /NkESTa/EN7S'
PARCEL 5
REC. NO. 201.21950
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os 38079
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Randall P. Kipp P.L.S. #38079
Colorado Professional
Land Surveyor
County Surveyor Certification
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Deposited this � _ N Day of -0 C __ 2015, at in
Book 1 of the Eagle County Surveyor's Land Survey Plats/ Rights -of -Way
Surveys at Page 1 Q1L__, Reception No.
0