HomeMy WebLinkAbout1052NW CORNER OF THE NE QUARTER OF SECTION 21
FOUND 2 -1/2" DIAMETER BRASS CAP ON A
2" DIAMETER PIPE, UP 0.8' FROM GROUND
STAMPED "US GENERAL LAND OFFICE SURVEY
S1 6/S21 1918"
a 25 so 100 200
1 xlch - 100 ft
R1,
MA
EGEND
SECTION 21, TOWNSHIP 4 SOUTH, RANGE 83 WEST, 6TH PRINCIPAL MERIDIAN,
S89'05'20 "E 1312.61' — —
TRUE CORNER
FOR THE E1/16 CORNER OF SE
NW1 /4 NE1 /4 SECTION 21
T4S R83W
MONUMENT SET, AS DESCRIBED
ALIQUOT OR TRACT CORNER, AS DESCRIBED
SECTION LINE
PROPERTY LINE
SET 2" ALUMINUM CAP ON A #,r
STAMPED "MERRICK & CO. PLS 3082
SECTION 16
T4S R83W
BASIS OF BEARINGS
COUNTY OF EAGLE, STATE OF COLOR DO
ILN72itif #T A
.._....... .... __ .... .. _ ., . ..__......_...
CAP ON A #6 REBAR
SE1 /4 NE1 /4 SECTION 21 STAMPED "MERRICK & CO.
N1/16 S21IS22
T4S R83W PLS 30822 2016"
0®❑❑ M E R R i C K®
-
1300 & COMPANY
5970 Greenwood Plaza Blvd., Greenwood Village, CO 80111
MERRICK
sli(mnm
DATE
MON 22
J0C
11/2/2016
DESIGNED
a 2 inch diameter
pipe up 0.8 feet from the ground and stamped, `US General Land
OC R�
JAW
11/2/2016
APPROVED
TGB
11/18/2016
THIS AND ANY OTHER ELECTRONIC MEDIA COUNTERPART IS AN INSTRUMENT
OF SERVICE PREPARED BY MERRICK AND COMPANY FOR A DEFINED PROJECT.
IT IS NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE IN WHOLE
OR IN PART ON EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT.
REUSE OR MODIFICATION, OF ANY UTILIZATION IF NOT A FINISHED INSTRUMENT,
WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF MERRICK AND COMPANY
SHALL BE AT THE SOLE RISK FOR THE UNAUTHORIZED USER WITHOUT
LIABILITY OR LOSS EXPOSURE TO MERRICK AND COMPANY.
CLIENT
sKMNRE
CAT
REVIEW
Quarter of Section
21 a distance of 728.88 feet;
APPROVED
distance of 151.44
feet;
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9IM—N 8!W.Icott Substation_Boundary 20161025 [CO83 —CF MOD].dwg
.L; "UN 15
4S R83W
PROPERTY DESCRIPTION
PARCEL A
— — A parcel of land being the Lot 1 of Section 21, Township 4 South, Range 68 West of the
6th Principal Meridian,
County of Eagle, State of Colorado, being more particularly
described as follows:
MON 22
S R83W BEGINNING at the
Northeast Corner of said Section 21, being a 2 -1/2 inch brass cap on
a 2 inch diameter
pipe up 0.8 feet from the ground and stamped, `US General Land
Office Survey T4S
R83W S161S15/S21IS22 1918'; from whence the Northwest Corner of the
Northeast Quarter
of said Section 21, being a 2 -1/2 inch diameter brass cap on a 2 inch
diameter pipe up 0.8 feet from the ground and stamped, `US General Land Office Survey
T4S R83W S161S21
1918'; bears N89.05'20'W a distance of 2625.22 feet;
THENCE SOO.44'34 "W along the easterly line of said Northeast Quarter of the Northeast
Quarter of Section
21 a distance of 1320.18 feet;
THENCE N89'07'39 "W along the southerly line of said Northeast Quarter of the Northeast
Quarter of Section
21 a distance of 728.88 feet;
THENCE N00.50'58 "E along the easterly line of said Tract 53 to Corner 1 thereof a
distance of 151.44
feet;
THENCE N89'15'48 "W
along the northerly line of said Tract 53 of a distance of 601.90
feet;
THENCE N01•37'05 "E
along the westerly line of said Northeast Quarter of the Northeast
Quarter of Section
21 a distance of 1171.15 feet;
THENCE S89.05'20 "E
along the northerly line of said Northeast Quarter of the Northeast
Quarter of Section
21 a distance of 1312.61 feet; to the POINT OF BEGINNING.
Containing 38.015 Acres (1,655,915 square feet), more or less.
1. BASIS OF BEARINGS
Bearings are assumed and are based upon the north line ?of the Northeast Quarter of Section 21, Township 4 South, Range 83 West of
the 6th Principal Meridian, County of Eagle, State of Colorado as bearing N89'05'20 "W between the monuments shown hereon.
2. UNIT OF MEASUREMENT
The -unit of measurement used in this survey is U.S. Survey Feet.
3. STATUTE OF LIMITATIONS
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 the certification shown hereon.
4. TITLE COMMITMENT NOTE
This survey does not constitute a title search by Merrick & Company to determine ownership or easements of record. For all information
regarding easements, rights —of —way, and title of record Merrick & Company relied upon Title Commitment Number VC50045484, prepared
by First American Title Insurance Company, dated October 7, 2016 at 5:00 P.M.
5. DATE OF SURVEY
The field work for this survey was completed on November 1, 2016.
6. ESTABLISH OR RESTORE PROCEDURES I
Procedures used to establish or restore the following Public Land Survey Monument or Aliquot corner:
a.) Corner restoration procedures along township, range, section and other interior section lines were performed in accordance
with the Manual of Surveying Instructions Cadastral Survey of 2009 by the United States Department of the Interior —
Bureau of Land Management.
7. SURVEYORS STATEMENT
1, Todd G. Beers, a Licensed Professional Land Surveyor in the State of Colorado do hereby state that the survey (as defined in
12- 25- 202(6)(a), C.R.S.) and this resulting plat was made under my responsible charge and is in accordance with applicable standards of
practice and that the monuments shown hereon actually exist and that this plat and the notes shown hereon accurately represents said
survey to the best of my knowledge, information and belief. This statement is not a guaranty or warranty, either expressed or implied.
W +• 6
i 30822
Todd G. Be�i$�� 2
Date: Novembef /n I
Job No.: 65318728 -88
For and on behalf of
Merrick & Company
8. COUNTY SURVEYOP 'S CERTIFICATE
Deposited this day of 2 at M., in Book —� of the Eagle County Surveyor's Land
Survey Plats /Right of Way Surveys at Page �[Q� This Land Survey Plat complies with Section 38 -51- 106(1) of the
Colorado Revised Statutes.
.--4
County Surveyor /Deputy C unty Surveyor
WOLCOTT SUBSTATION
EAGLE, COLORADO
CLIENT PROJECT NO.
MERRICK PROJECT NO. 65318728 -88
SCALE: 1 INCH = 100 FEET
Imm.
LAND SURVEY PLAT
SECTION 21, T4S R83W, 6TH P.M.
COUNTY OF EAGLE,
STATE OF COLORADO
1 OF 1