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I
I FOUN
OD 2.5" BRASS CAP
N 1" PIPE, A.P. 3
TRACT 90, 20.46'
WITNESS CORNER
USGLO, 1918
S88' 28' 50"E
20.46'
_ _NO' 46' 02"W
407.35'11E z_.
i
REC.NO. 201713248
GARY R. AND DACIA WOODWORTH
PARCEL A
PART OF TRACT 92, SECTION 18
TSS, R85W, 6TH P.M.
FOUND SURVEY MONUMENT
1.5" ALUMINUM CAP
ON #5 REBAR, LS #6826
(TYPICAL)
R=121112' 'us017-
L =g6 30' CHB NO 20'
0 o CH. B. =N1O 7O 34'E 9 58'4 "
�= C11 L. = 96.27' (P) CH.�'_96.16' 4 E
Z15;d =4°3320"
mem
D D
q� (R = PLATTED BEARING AND DISTANCE
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I
A parcel of land situated in Tract 90, Section 18,
Township 5 South, Range 85 West of the Sixth Principal
Meridian, County of Eagle, State of Colorado, said
parcel being more particularly described as follows:
COMMENCING at Angle Point No. 2 of said Tract 90;
thence along the west line of said Tract 90,
S 00'46'02" E, 56.17 feet to a point on the southerly
right of way line of a road as constructed and in place,
and being the POINT OF BEGINNING. Said bearing/ tract
line being the basis of bearings for this legal
description; thence continuing along said west Tract line,
S00`46'02" E, 787.27 feet to a point on the westerly
right of way line of County Road 307;
thence the following four (4) courses along said
westerly right of way line of County Road 307;
1) 96.20 feet along the arc of a curve to the right,
having a radius of 1030.17 feet and a central angle
of 05'21'01", and a chord bearing N 9°58'44" E, 96.16
feet;
2) N 12-29'21" E, 347.62 feet;
3) 208.65 feet along the arc of a curve to the right
having a radius of 837.80 and a central angle of
14°16'09" and a chord bearing N 19°36'54" E, 208.11
feet;
4) N 26°48'43" E, 159.43 feet;
thence leaving said right of way, 73.39 feet along the
arc of a curve to the left having a radius of 35.00 feet
and a central angle of 120°08'30", and a chord bearing
N 33'18'15" W, 60.67 feet;
thence S 86'37'30" W, 68.67 feet;
thence 138.90 feet along a curve to the left having a
radius of 452.03 feet and a central angle of 17°36'20"
and a chord bearing S 77°49'20" W, 138.35 feet;
thence S 69'01'10" W, 7.56 feet to the POINT OF
BEGINNING.
CONTAINING 1.953 ACRES +-
COUNTY OF EAGLE
STATE OF COLORADO
IMPROVEMENT SURVEY PLAT
A Parcel of Land Situated in Tract 90
Section 18, Township 5 South, Range 85 West,
County of Eagle, State of Colorado
REC.NO. 200733541
ROGER COTTON BROWN
PARCEL 2
ROGER BROWN EXEMPTION PLAT
FOUND #5 REBAR
ON TRACT LINE
FOUND SURVEY MONUMENT
1.5" ALUMINUM CAP,ON #5
REBAR, LS #11204
ON TRACT LINE
347.62 '
CENTERLINE RELOCATED
20' WATERLINE EASEMENT
RECEPTION NO. 200822993
N BASIS OF BEARINGS
Ln
T LINE 11_.__ SQ'E 187.27'
12.5' SETBACK
X50 SETggCK 105
7
1.953 Cres+-
`
50.0'
CCT N12�29'21 "E PJ \
KCOUTY S
NCWN RICH ROAD ROAD
OF WAY wID T
H
NOTES
1. ADDRESS: 1053 COTTONWOOD PASS ROAD(POSTED)/ 0776 SLAUGHTER LANE(NOT POSTED)
2. SURVEY DATE: JUNE 3, 2019.
3. U.S. SURVEY FEET WAS USED FOR THIS SURVEY.
4. THE LEGAL DESCRIPTION SHOWN HEREON WAS BASED ON WARRANTY DEED RECORDED JUNE 30, 2012 AT
RECEPTION NO. 201211061, IN THE EAGLE COUNTY CLERK AND RECORDERS OFFICE, COUNTY OF EAGLE, STATE
OF COLORADO, AND SURVEY MONUMENTS FOUND AT THE TIME OF THE SURVEY.
5. THE LOCATION OF THE SEPTIC SYSTEM LEACH FIELD AND UTILITIES SHOWN HEREON SHOULD BE CONSIDERED
APPROXIMATE AND SHOULD BE FIELD VERIFIED.
6. THE BASIS OF BEARINGS USED IS BASED UPON A.P. 2 OF TRACT 90, BEARING S 00°46'02" E, 1250.79 FEET
TO THE TRUE CORNER OF A.P. 3 OF TRACT 90 WHICH IS MONUMENTED WITH A WITNESS CORNER 20.46'
WESTERLY OF TRUE CORNER AS SHOWN HEREON. BOTH CORNERS BEING FOUND 2 1/2" U.S.G.L.O. BRASS CAPS
ON 1" PIPES, 1918.
7. 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 heron.
ASPHALT
ROAD
0 15 30 60
1 inch = 30 ft.
CERTIFICATION;
I, Randall P. Kipp, a Professional Land Surveyor in the State of Colorado, do
hereby certify that this Improvement Survey Plat was prepared for the
Religious Sisters of Mercy, and is the result of a survey performed by me or
under my direct supervision, responsibility and checking. I further certify that
this Land Survey Plat is in conformance with 38-51-106 C.R.S.: Minimum
Standards for Land Plats, and is based on the land surveyors knowledge
information and belief, is in accordance with applicable standards of practice,
and is not a guaranty or warranty, either expressed or implied.
Randall P. Kipp P.L.S. #38079
Colorado Professional Land Surveyor
6th P.M.
REC.NO. 200603629
DOUGLAS G. AND COLLEEN A. HILL
PARCEL 1
ROGER BROWN EXEMPTION PLAT
4.02' .74' `
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GAS
® MAKER
POINT OF BEGINNING POINT OF COMMENCEMENT
FOUND 2.5" BRASS CAP
SO' 46' 02"E ON 1" PIPE, A.P. 2,
5) TRACT 90, USGLO
69.01'10"W (TIE) 1918
7.56'
117,84' GAS / i
I METERS
GRAVEL i
ROAD
12.5'
,i
ELECTRIC
BREAKER
BOX I i
SEPTIC
LEACH
D I FIELD
l
O
M
UTILITY
POLE
R=452.03'
L=138.90'
CH.B.=S77'49'20"W
CH.L.=138.35'
0=17'36'19"
%VEL I
;IVE
50' ROAD AND '
UTILITY EASEMENT I
REC.NO. 647274
cyl
` ' r O m
/ I Cz REC.NO. 200612626
SHUTOFF
//
U SEPTIC WILSON RANCH
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VALVES `� // �^ �^ CLEAN OUT i ww COLORADO LLC.
41-t-Ai7936S\ l WILSON 1
20166S4yF
77,
R= 833.79'
L =208.28'
CH. B. =N19 LT6 372E
01 L. =207.7 YP1
J =1479 ?6 "
COUNTY SURVEYOR CERTIFICATION
\ \ V_- / ... �`' / o C� M WILSON RANCH
\ FOUND SURVEY MONUMENT`f I In
\ \1.25" RED PLASTIC CAP \ / ''4 // I LTJ to c PARCELS
\ ON #5 REBAR, LS ILLEGIBLE / / I z o6 z I
(RE -SET WITH 1.5" ALUMINUM / Q
CAP, LS # 38079 / / i J i
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SET SURVEY MONUMENT
tV26° 46' 00 2- ��'
I
1.5" ALUMINUM CAP
ON #5 REBAR, LS 38079
(TYPICAL)
20/ WAT R LWE
EdSEME T FffOM
SLgUGHT R SP INGS 20' WATER LINE o
BOVK 2 PA14'E 926 EASEMENT FROM
SLAUGHTER SPRINGS
BOOK 2/44 PA�E 963
Deposited this -d--- Day of _a�2�E 201f, at in
Book q, of the Eagle County Surveyor's Land Survey Plats/ Rights -of -Way
Surveys at Page _L $Z. This Land Survey Plat complies with Section
38-51-102, of the Colorado Revised Statutes.
r.N-120 I
R-359
L 1 1$5 I
CH.B•---�3 36p61
CHL, '
UTILITY
GRAVEL 'I I POLE
ASPHALT ROAD
ROAD
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FOUND 3.5"
ALUMINUM CAP
A.P. 1 TRACT 90
20' WITNESS
CORNER
LS #26967