HomeMy WebLinkAbout1083�S
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I. Date of field survey May 18, 2018.
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2. Basis of Bearings (assumed) for this survey is N88 °38' 1 I "W
DESCRIPTION -
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brass cap GLO Survey monuments found In place as described hereon.
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Southeast 1/4 Southwest 1/4 of Section 7, Township 3 South, Range 83 West of the 6th
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LAND SURVEY PLAT
SE 1/4 SW 1/4 SECTION 7,
T3S, R83W OF THE 6TH P.M.
EAGLE COUNTY, COLORADO
Found 2.5" G.LO. brass cap on 2" pipe
0.5 above ground. NW Corner 57
Found 2_S" G LCD_ hmct tan nn I" mina
C: \HOMEWORK\2018 \2018 -029 HORSE MTN RANCH \18 -029 LSP BEARING FD(.dwg, 6/4/2018 9:14:17 AM, Adobe PDF,
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BASIS OF BEARINGS
EAGLE COUNTY FILE NO.
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I. Date of field survey May 18, 2018.
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2. Basis of Bearings (assumed) for this survey is N88 °38' 1 I "W
DESCRIPTION -
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brass cap GLO Survey monuments found In place as described hereon.
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Southeast 1/4 Southwest 1/4 of Section 7, Township 3 South, Range 83 West of the 6th
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Principal Meridian, County of Eagle, State of Colorado, being more particularly described as
3. This survey is based on the Dependent Resurvey of T3S, R83W
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follows:
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subject property Recorded at Book 662, Page 104 February 24, 1996. -
Beginning at the Southwest corner of the SE 1/4 of the SW 1/4 of said Section 7, a 2.5"
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aluminum cap on a #6 rebar, PLS 37934, from whence the Southwest corner of said Section
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shown hereon.
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4. Easement research was not performed by the surveyor.
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6. The easement as shown was placed using the tie shown in the line table
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sheet one, not the tie shown in plan view which appears to be incorrect
Thence North 00 °00'57" West 1344.6T feet;
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Existing traveled way (dirt road, well maintained) fits inside the easement
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(Book 415, Page 44 1) =
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7. No record of the previous surveyors monuments (LS. 7228) found after
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diligent search. Afore mentioned book and page recorded by said surveyor makes
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1, John D. McMahan, a Professional Land Surveyor licensed under the laws of the State of
Colorado, do hereby certify that the survey shown hereon was prepared on this date May 18,
2018, by me or under my direct supervision and accurately represents a field survey of same,
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applicable standards of practice and is not a guaranty or warranty, either expressed or
impied.
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LAND SURVEY PLAT
SE 1/4 SW 1/4 SECTION 7,
T3S, R83W OF THE 6TH P.M.
EAGLE COUNTY, COLORADO
Found 2.5" G.LO. brass cap on 2" pipe
0.5 above ground. NW Corner 57
Found 2_S" G LCD_ hmct tan nn I" mina
C: \HOMEWORK\2018 \2018 -029 HORSE MTN RANCH \18 -029 LSP BEARING FD(.dwg, 6/4/2018 9:14:17 AM, Adobe PDF,
1:1
BASIS OF BEARINGS
EAGLE COUNTY FILE NO.
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I. Date of field survey May 18, 2018.
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2. Basis of Bearings (assumed) for this survey is N88 °38' 1 I "W
DESCRIPTION -
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brass cap GLO Survey monuments found In place as described hereon.
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Southeast 1/4 Southwest 1/4 of Section 7, Township 3 South, Range 83 West of the 6th
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Principal Meridian, County of Eagle, State of Colorado, being more particularly described as
3. This survey is based on the Dependent Resurvey of T3S, R83W
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DC
follows:
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subject property Recorded at Book 662, Page 104 February 24, 1996. -
Beginning at the Southwest corner of the SE 1/4 of the SW 1/4 of said Section 7, a 2.5"
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A title commitment was not provided, monuments found in place as
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aluminum cap on a #6 rebar, PLS 37934, from whence the Southwest corner of said Section
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shown hereon.
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7 bears South 88 °38'23" West 1748.08' feet and all bearings contained herein to be relative
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4. Easement research was not performed by the surveyor.
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thereto;
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6. The easement as shown was placed using the tie shown in the line table
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sheet one, not the tie shown in plan view which appears to be incorrect
Thence North 00 °00'57" West 1344.6T feet;
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Existing traveled way (dirt road, well maintained) fits inside the easement
Thence South 88 °59'56" East 1672.62' feet;
Thence South 00 °04'41" East 1355.19' feet;
Thence North 88 °38'23" West 1674.31 feet to the true Point of Beginning.
Parcel as described contains 51.85 gross acres, more or less '
POST OFFICE BOX 5023
EAGLE, COLORADO 81631
P 970 4710905
NOTES
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I. Date of field survey May 18, 2018.
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2. Basis of Bearings (assumed) for this survey is N88 °38' 1 I "W
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between the S 1/4 Corner Section 7 and the SW Corner Section 7
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brass cap GLO Survey monuments found In place as described hereon.
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3. This survey is based on the Dependent Resurvey of T3S, R83W
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Recorded January 16, 1939 and the Warranty deed decribing
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subject property Recorded at Book 662, Page 104 February 24, 1996. -
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A title commitment was not provided, monuments found in place as
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shown hereon.
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4. Easement research was not performed by the surveyor.
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S. All measurements shown are U.S. Survey Feet
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6. The easement as shown was placed using the tie shown in the line table
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sheet one, not the tie shown in plan view which appears to be incorrect
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Existing traveled way (dirt road, well maintained) fits inside the easement
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(Book 415, Page 44 1) =
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7. No record of the previous surveyors monuments (LS. 7228) found after
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diligent search. Afore mentioned book and page recorded by said surveyor makes
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no reference to aliquot parts as described in the owners deed of record.
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SURVEYORS STATEMENT
1, John D. McMahan, a Professional Land Surveyor licensed under the laws of the State of
Colorado, do hereby certify that the survey shown hereon was prepared on this date May 18,
2018, by me or under my direct supervision and accurately represents a field survey of same,
based upon my knowledge, information and belief. This survey is in accordance with
applicable standards of practice and is not a guaranty or warranty, either expressed or
impied.
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37934 0
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John D. McMahan P.LS. No. 37934
Colorado Licensed Professional Land Surveyor
JD McSnow, LLC
Found 2.5" G.LO. brass capon V ,
Iron pipe 0.7 above ground. S 1/4 S7
(COUNTY SURVEYOR'S CERTIFICATE
Deposited this day of , 20 at ZS� �.m. in
f Book of the Eagle County Surveyor's Land Survey Plats/Rights-
of-Way Surveys at Page= This Land Survey Plat complies with
f Section 38 -51 -102, of the Colorado Revised Statutes.
Found BLM monument as noted.
OFound 1 -1/2" aluminum capon
#5 rebar stamped LS. 7228,
upgraded to 2 -1/2" aluminum cap
on #6 rebar or as noted.
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JOB NO. 2018 -029
SHEET NO.
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JOB NO. 2018 -029
SHEET NO.
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