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SEE PLAT
CONTROL MAP
4 MILES TO BASAL
BASALT
SITE
HIGHWAY82
AREA LOCATOR
TYPICAL LEGEND
• Set 5/8" rebar 30" long with 2" aluminum
cap PLS25972
Q Set 5/8" rebar with 2" aluminum cap
as Witness corner or linepin PLS25972
Set 3/4" rebar 30" long with 3-1/4"
aluminum cap PLS25972 or as noted.
per monument record.
Found 5/8" rebar with 2" aluminum cap
LS 23089 per monument record
Found 5/8" rebar withl 1/2" aluminum cap
PE LS 5933
Found 5/8" rebar with 1 " yellow plastic cap
LS 14111
Found 5/8" rebar withi 1/2" aluminum
cap PLS 30093
ORIGINAL USGLO brass cap 1926
per monument record
Fencelines
_E_ Electric (overhead)
subject to easement
-UE- Electric (underground)
v - Water line
- - - Easement
- - CL Road
PO8 Point of Beginning
(R) Record bearing and distance
per Supplemental Plat
Depart of the Interior General
Land Office Sept. 30, 1929
BASIS OF BEARINGS:
N.00'
00'00 "W. TRACT NO. 41 AP
TO TRACT NO. 41 AP 1 PER
Supplemental Plat
Depart of the Interior General
Land Office Sept. 30, 1929
GPS OBSERVATION
SCALE 1 " =30 U.S. SURVEY FEET
0 15 30 60
TRACT 41 AP 2
E47
O
� Z
�A
0
o
� o
BOUNDARY SURVEY PREPARED FOR
BERT LEE and DEBORA J, PEARCE, RALPH C+ and CAROLYN M, PEARCE,
WITHIN TRACT 41 OF SEC. 2
R.86W., 6TH P.M.
EAGLE COUNTY, COLORADO
N 89'42'36" E 1564.60'
N 89'48' E 1562.22' (R)
PARCEL 1
A parcel of land located in Tract No. 41, Section 2, Township 8 South, Range 86 West of the 6th Principal Meridian,
having a description base upon a bearing of N.00'00'00 "W.. from the SE corner of Tract No. 41, said point also being
Angle Point 4 of Tract No. 41 (monumented by a 2 112" USGLO Brass Cop 1926) to the NE corner of Tract No. 41,
said point also being Angle Point 1 of Tract No. 41 (monumented by a 2 112" USGLO Brass Cap 1926) with a// other
bearings relative thereto and being more particularly described as follows:
Commencing at said SE corner of Tract No. 41, also said point being Angle Point 4 of Tract No. 41 and running
thence along the east line of said Tract No. 41 N. 00'00'00 "W. 145.40 feet; thence S 89'31 '16 "W. 150.00 feet to the
True Point of Beginning (monumented by a 2" aluminum cap PLS 25972),- thence S.89'31 '161W. 150.00 feet
(monumented by a 2" aluminum cop PLS 25972); thence N.00'00 00 "W. 145.00 feet (monumented by o 2" aluminum
cop PLS 25972); thence N.8931 '16'E 150.00 feet (monumented by a 2" aluminum cap PLS 25972); thence
S.00'00'007-. 145.00 feet to the point of beginning, said parcel contains 0.499 acres, more or less.
County of Eagle,
State of Colorado.
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
58.89'
87.00'
38'47'08 "
N 42' 15'59" E
57.77'
C2
27.61 '
264.96'
05'58' 17"
N 19'53' 17" E
27.60'
C3
25.87'
284.96'
1 05' 12'09 "
I S 20'16'20" W
25.87'
C4
62.66'
107.00'
33'33' 18 "
S 39'39'04 " W
61.77'
C5
21.33'
28.39'
43'02'40"
N 18'0724" W
20.83'
LINE
BEARING
DISTANCE
L 1
N 61'3933" E
27.24'
L2
N 06'54 35 " W
89.27'
L3
S 06'5435" E
71.60'
L4
N 03'3855" E
24.67'
L5
N 14'15'40" E
83.34'
L6
N 03'2356" E
20.39'
L7
S 89'3656" W
0.94'
PARCEL 2
El HOUSE 0.155A esee I I S 00'00'00 E o f
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A parcel of land located in Tract No. 41, Section 2, Township 8 South, Range 86 West of the 6th Principal Meridian,
N 8931 '16" E
having a description base upon a bearing of N.00 00'00'11! from the SE corner of Tract No. 41, said point also being
Z
S 89'31 '16 " W T I I
f
o0
RE 150.00
Angle Point 4 of Tract No. 41 (monumented by a 2 112" USGLO Brass Cap 1926) to the NE corner of Tract No. 41,
E�
S 29'06'11 " E
said point also being Angle Point 1 of Tract No. 41 (monumented by a 2 112" USGLO Brass Cap 1926) with a// other
NOT ACCEPTED
4.96'
bearings relative thereto and being more particular /y described as follows:
P00 o
SHED /
Commencing of said SE corner of Tract No. 41, said point also being Angle Point 4 of Tract No. 41 and running
thence along the east line of said Tract No. 41 N.00'00'00 'W.. 145.40 feet to the True Point of Beginning (monumented
by a 2" aluminum cap PLS 25972),• thence S.89 31 '16 "W.. 150.00 feet (monumented by a 2" aluminum cap PLS
25972),• thence N.00'00 00"W.. 145.00 feet (monumented by a 2" aluminum cap PLS 25972); thence N.89'31 '16'E
150.00 feet to the east line of Tract No. 41 (monumented by a 2" aluminum cop PLS 25972); thence along the east
00
line of Tract No. 41 S.00'00'00'E 145.00 feet to the point of beginning, said parcel contains 0.499 acres, more or
less.
County of Eagle,
L6
PARCEL 1
State of Colorado. BOUNDARY OV/ERLA
21749.241 Sq. Feet
PARCEL 3
0.499 Acres
A parcel of /and located in Tract No. 41, Section 2, Township 8 South, Range 86 West of the 6th Principal Meridian,
having a description base upon a bearing of N.00'00 00 "W. from the SE corner of Tract No. 41, said point also being
O
Angle Point 4 of Tract No. 41 (monumented by a 2 112" USGLO Brass Cap 1926) to the NE corner of Tract No. 41,
O
RALPH C. & CAROLYNM. PEARCE
said point also being Angle Point 1 of Tract No. 41 (monumented by a 2 112" USGLO Bross Cap 1926) with all other
o
00
4541 FRYING PAN ROAD
bearings relative thereto and being more particularly described as follows:
er
O
HOUSE
Commencing at said SE corner of Tract No. 41, said point also being Angle Point 4 of Tract No. 41 and running
O
thence along the south line of said Tract No. 41 S.89'31 '16"W.. 300.00 feet; thence N.00 00'00W. 100.40 feet to the
_
True Point of Beginning (monumented by a 2" aluminum cop PLS 25972); thence N.00'00'00'W.. 45.00 feet
Z
(monumented by a 2" aluminum cap PLS 25972); thence N.89'31 '16'E 150.00 feet (monumented by a 2" aluminum
cop PLS 25972),• thence S.00'00 00'E 45.00 feet (monumented by a 2" aluminum cap PLS 25972); thence o
S.8931'16 "W. 150.00 feet to the point of beginning, said parcel contains 0.155 acres, more or less.
County of Eagle, o
State of Colorado.
PARCEL 4
A parcel of /and located in Tract No. 41, Section 2, Township 8 South, Range 86 West of the 6th Principal Meridian,
having a description base upon a bearing of N.00'00'00W.. from the SE corner of Tract No. 41, said point also being
Angle Point 4 of Tract No. 41 (monumented by a 2 112" USGLO Brass Cap 1926) to the NE corner of Tract No. 41,
said point also being Angle Point 1 of Tract No. 41 (monumented by a 2 112" USGLO Brass Cap 1926) with all other
bearings relative thereto and being more particularly described as follows:
Beginning at said SE corner of Tract No. 41, also said point also being Angle Point 4 of Tract No. 41 and running
thence along the south line of said Tract No. 41 S.89'31 '16 "W. 300.00 feet (monumented by a 2" aluminum cap PLS
25972); thence N.00'00001W.. 100.40 feet (monumented by a 2" aluminum cap PLS 25972); thence N.89'31'16'E
150.00 feet (monumented by a 2" aluminum cop PLS 25972); thence N.00'00 00 "W. 45.00 feet (monumented by a 2"
aluminum cap PLS 25972),• thence N.89'31'16 "E. 150.00 feet to the east line of said Tract No. 41 (monumented by a
2" aluminum cop PLS 25972); thence along the east line of said Tract No. 41 5.00'00'00't. 145.40 feet to the point
of beginning, said parcel contains 0.846 acres, more or less.
County of Eagle,
State of Colorado.
TRACT 41 AP 3
S 89'31 '16" W 1261.69'
S 89'27'37" W 274.38' SURVEY MONUMENTS FOUND PER PLAT REC. NO. 813408
V S 89'31 ' 16 " W 1561.69'
S 04'5J22 " W S 89'48' W 1562.22' (R)
3.55 NON - EXCLUSIVE ACCESS EASEMENT
A non - exclusive access easement located within Tract No. 41, Section 2, Township 8 South, Range 86 West of the 6th
Principal Meridian, having a description base upon a bearing of N.00'00'00'W from the SE corner of Tract No. 41, said
point also being Angle Point 4 of Tract No. 41 (monumented by a 2 112" USGLO Bross Cap 1926) to the NE corner
of Tract No. 41, said point also being Angle Point 1 of Tract No. 41 (monumented by a 2 112" USGLO Brass Cap
1926) with all other bearings relative thereto and being more particular /y described as follows:
Beginning at a point on the south line of said Tract No. 41 from whence said SE corner of Tract No. 41, said point
also being Angle Point 4 of Tract No. 41 bears N.89731 '16 E 48.49 feet; thence continuing along the south line of said
Tract No. 41 S.8931'1611.. 41.74 feet; thence N.613933 "E. 2724 feet; thence on a tangent curve to the left with on
arc length of 58.89 feet, said curve having a radius of 87.00 feet, and a chord bearing and distance of N.42'15 59 E.
57.77 feet; then . -e on o compound curve to the left with an arc length of 27.61 feet, said curve having a radius of
264.96 feet, and a chord bearing and distance of N. 19'53'17 E 27.60 feet; thence N.00100100'1. 120.66 feet; thence
N.06'54 35'W. 89.27 feet; thence N.89'31 '16'E 20. 13 feet; thence S.06'54 J5'E 71.60 feet to the east line of said
Tract No. 41; thence along the east line of said Tract No. 41 S.00 *00 00'E: 147.83 feet; thence leaving the east line
of said Tract No. 41 on a non - tangent curve to the right with an arc length of 25.87 feet, said curve having a radius
of 284.96 feet, and a chord bearing and distance of S 20' 16 20 "W.. 25.87 feet; thence on a compound curve to the
right with an arc length of 62.66 feet, said curve having a radius of 107.00 feet, and a chord bearing and distance of
S.39'39 04 "W. 61.77 feet to the point of beginning.
County of Eagle,
State of Colorado.
PRIVATE ACCESS EASEMENT
A access easement being 20 feet in width and being 10 feet on each side of center line located within Tract No. 41,
Section 2, Township 8 South, Range 86 West of the 6th Principal Meridian, having a description base upon a bearing of
N.00'00'00 W. from the SE corner of Tract No. 41, said point also being Angle Point 4 of Tract No. 41 (monumented
by a 2 112" USGLO Brass Cap 1926) to the NE corner of Tract No. 41, said point also being Angle Point 1 of Tract
No. 41 (monumented by a 2 112" USGLO Bross Cop 1926) with all other bearings relative thereto and said center line
being more particular /y described as follows:
Beginning at a point on the south line of said Tract No. 41 from whence said SE corner of Tract No. 41, also said
point being Angle Point 4 of Tract No. 41 bears N.8931 '16'E 165.89 feet, thence along the centerline the following
four (4) courses: (1) N.03'3855£ 24.67 feet; (2) thence N. 14'15 401E 83.34 feet; (3) thence N.03'23 561E 20.39
feet; (4) thence on a curve to the left with an arc length of 21.33 feet, said curve having a radius of 28.39 feet,
and o chord bearing and distance of N 18'07'24'W 20.83 feet more or less and extending into Parcel 1 to the point
of Terminus.
County of Eagle,
State of Colorado.
1
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O
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G.
�N
Z SHED S 89'31 ' 16 " W �7
150.00'
PARCEL 3
Z O 6749 764 S F t / I
N
�A
N
TIE
S 89'31 ' 16 " W 150.00' 8.61 '
1 20.'13' it
II I
20.00' --1l 10, 10' C�
SHED �V I I II c;, O
PARCEL 2 I r,
21749.241 Sq. Feet I wl O
0.499 Acres I N I °o
BERT LEE& DEBORA JEAN PEARCEI
4547 FRYING PAN ROAD
O �� I
O I
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HOUSE I
J�� I O
I
I
I
I I
2
o 1 PPRGE�
1�
S 89'31 ' 16 " W N I PO
\ 150.00' 3 I v
Q) 18.00'
TRACT 41 AP 1
G
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O
C O
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0)
0
1
E
134.11'
S 02'55 31 " E
NOT ACCEPTED 4.44'
Sl IRVEYOR'S CERTIFICATION
I, Randy A. Wilmore, do hereby certify that the above described parcel has been surveyed
me and under my direct supervision and that such survey is accurately represented
hereon, and is based upon my knowledge, information and belief, and is in accordance
with applicable standards of practice uaranty or warranty, either expressed
or implied.
aQ,O ©,G1Sr
2N72
Date: av'20ned:
COLORADO PROFESSIC
#25972
RECORDER'S CER7FAG17E
Thia plat was filed in the office of the Clerk and Recorder of Eagle
County, Colorado, at _.m. on this day of
Reception Number
County Clerk & Recorder
l PARCEL 4 /�
/ NON - EXCLUSIVE EASEMENT FOR PARCELS
TO THE NORTH.
/ 36868.713 Sq. Feet
/ 0.846 Acres
/ l BERT L. & DEBORA J. PEARCE 20. oo'
4529 FRYING PAN ROAD °
/ 1p/ CL 20' PRIVATE ROAD ACCESS TO // °./
PARCELS 1, 2, 3 AND 4 /
11 �
h
Ar / PPRG
I I / 48 38' Pp8
75.67 41.84
S 89'31 ' 16 " W 300.00' TRACT 41 AP 4
i
SURVEYORS COMMENTARY:
A SENIOR DEED WAS USED IN THIS SURVEY TO DETERMINE THE BOUNDARIES.
RECORDED IN RECEPTION NO. 102153 DATED 21 ST DAY OF SEPTEMBER 1965
FROM NEIL G. GRAY AND POLLY GRAY TO CURTIS W. PEARCE AND MINNIE E.
PEARCE. THE JUNIOR DEEDS ARE RECORDED IN RECEPTION NO. 102633 DATED
30TH DAY OF NOVEMBER 1965 FROM NEIL G. GRAY AND POLLY GRAY TO
PHYLLIS T. PENDER AND T. C. PENDER AND RECORDED IN RECEPTION NO.
112529 DATED JANUARY 30, 1970 FROM NEIL G. GRAY AND POLLY GRAY TO
DAVID H. SLINGER.
PLAT REFERENCES
OSTRANDER EXEMPTION RECEPTION NO. 813408 DATED 12TH NOVEMBER
2002.
COUNTY SURVEYOR'S CERTIFICATE
S-r
Deposited this OJ day of ©GT 2015, at 8, 15 �.m. in
Book _L of the Eagle Coun�t,yt�urveyor's Land Survey Plats /Rights-
of -Way Surveys at Page -�
p � . This Land Survey Plat complies with
Section 38 -51 -102, of the Colorado Revised Statutes.
Defining Boundaries
WILMORE & COMPANY
PROFESSIONAL LAND SURVEYING, INC.
406 Grand Avenue 970.527 -4200 PHONE
P.O. Box 1652 970.527 -4202 FAX
Paonia, Colorado 81428 www.wilmorelandsurveying.com
EMAIL wilmoreandcompany @tds.net
by Deputy
NOTE: Accord'-.-, to Colorado law any legal action based upon a defect in this
survey must be commenced within three years after such defect is discovered.
In no event may any action based upon any defect in this survey be commenced
more than ten years from the date shown on the certification hereon.
This survey was performed without the benefit of a title insurance commitment
or a title insurance policy. A title insurance commitment or a title insurance
policy may disclose facts not reflected on this survey. Corner monuments were
set, or found and accepted as indicated hereon.
FIELD CREW:
RAW
MS
DRAFTER:
RAW
CHECKED BY:
KC
A. D. 20
alI
BERT LEE and D EBORA J, PEARCE, RALPH C, and CA'A'V'LYN M, PEARCE,
WITHIN TRACT 41 OF SEC. 2
T.8S., R_86W_, 6TH P_M_
EAGLE COUNTY, COLORADO
J13167FINAL 28 OCTOBER 2013
El HOUSE 0.155A esee I I S 00'00'00 E o f
o
O
°o
RALPH C. & CAROL YN M. PEARCE ► I 45.00 z
SHED 4535 FRYING PAN ROAD 1
o
o
Z
S 89'31 '16 " W T I I
f
o0
Cr
3
I
150.00' / l
E�
PPRG
/
l
P00 o
SHED /
0
1
E
134.11'
S 02'55 31 " E
NOT ACCEPTED 4.44'
Sl IRVEYOR'S CERTIFICATION
I, Randy A. Wilmore, do hereby certify that the above described parcel has been surveyed
me and under my direct supervision and that such survey is accurately represented
hereon, and is based upon my knowledge, information and belief, and is in accordance
with applicable standards of practice uaranty or warranty, either expressed
or implied.
aQ,O ©,G1Sr
2N72
Date: av'20ned:
COLORADO PROFESSIC
#25972
RECORDER'S CER7FAG17E
Thia plat was filed in the office of the Clerk and Recorder of Eagle
County, Colorado, at _.m. on this day of
Reception Number
County Clerk & Recorder
l PARCEL 4 /�
/ NON - EXCLUSIVE EASEMENT FOR PARCELS
TO THE NORTH.
/ 36868.713 Sq. Feet
/ 0.846 Acres
/ l BERT L. & DEBORA J. PEARCE 20. oo'
4529 FRYING PAN ROAD °
/ 1p/ CL 20' PRIVATE ROAD ACCESS TO // °./
PARCELS 1, 2, 3 AND 4 /
11 �
h
Ar / PPRG
I I / 48 38' Pp8
75.67 41.84
S 89'31 ' 16 " W 300.00' TRACT 41 AP 4
i
SURVEYORS COMMENTARY:
A SENIOR DEED WAS USED IN THIS SURVEY TO DETERMINE THE BOUNDARIES.
RECORDED IN RECEPTION NO. 102153 DATED 21 ST DAY OF SEPTEMBER 1965
FROM NEIL G. GRAY AND POLLY GRAY TO CURTIS W. PEARCE AND MINNIE E.
PEARCE. THE JUNIOR DEEDS ARE RECORDED IN RECEPTION NO. 102633 DATED
30TH DAY OF NOVEMBER 1965 FROM NEIL G. GRAY AND POLLY GRAY TO
PHYLLIS T. PENDER AND T. C. PENDER AND RECORDED IN RECEPTION NO.
112529 DATED JANUARY 30, 1970 FROM NEIL G. GRAY AND POLLY GRAY TO
DAVID H. SLINGER.
PLAT REFERENCES
OSTRANDER EXEMPTION RECEPTION NO. 813408 DATED 12TH NOVEMBER
2002.
COUNTY SURVEYOR'S CERTIFICATE
S-r
Deposited this OJ day of ©GT 2015, at 8, 15 �.m. in
Book _L of the Eagle Coun�t,yt�urveyor's Land Survey Plats /Rights-
of -Way Surveys at Page -�
p � . This Land Survey Plat complies with
Section 38 -51 -102, of the Colorado Revised Statutes.
Defining Boundaries
WILMORE & COMPANY
PROFESSIONAL LAND SURVEYING, INC.
406 Grand Avenue 970.527 -4200 PHONE
P.O. Box 1652 970.527 -4202 FAX
Paonia, Colorado 81428 www.wilmorelandsurveying.com
EMAIL wilmoreandcompany @tds.net
by Deputy
NOTE: Accord'-.-, to Colorado law any legal action based upon a defect in this
survey must be commenced within three years after such defect is discovered.
In no event may any action based upon any defect in this survey be commenced
more than ten years from the date shown on the certification hereon.
This survey was performed without the benefit of a title insurance commitment
or a title insurance policy. A title insurance commitment or a title insurance
policy may disclose facts not reflected on this survey. Corner monuments were
set, or found and accepted as indicated hereon.
FIELD CREW:
RAW
MS
DRAFTER:
RAW
CHECKED BY:
KC
A. D. 20
alI
BERT LEE and D EBORA J, PEARCE, RALPH C, and CA'A'V'LYN M, PEARCE,
WITHIN TRACT 41 OF SEC. 2
T.8S., R_86W_, 6TH P_M_
EAGLE COUNTY, COLORADO
J13167FINAL 28 OCTOBER 2013