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CERTIFICATE OF DEDICATION AND OWNERSHIP (DEEDED)
THE UNDERSIGNED PHILIP AND KATHRYN BARRIE, BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN
GARFIELD COUNTY, DESCRIBED AS FOLLOWS:
PARCELS OF LAND SITUATED IN THE NW1/4 OF SECTION 35 AND THE SE1/4NE1/4 OF SECTION 34, TOWNSHIP 5 SOUTH, RANGE 92 WEST
OF THE 6TH P.M., SAID PARCELS OF LAND ARE DESCRIBED AS FOLLOWS:
TRACTS 6, 7, 8, 9,10A,11 B, 23B, 24 AND PARCEL B SHOWN ON THE AMENDED BARRIE EXEMPTION PLAT AND BOUNDARY LINE
ADJUSTMENT RECORDED DECEMBER 2, 2009 AS RECEPTION NO.779548 OF THE GARFIELD COUNTY CLERK AND RECORDER.
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST 1/4 CORNER OF SAID SECTION 35, BEING A 3-1/2 INCH ALUMINUM CAP, LS.10871;
THENCE N 001925" W ALONG THE WESTERLY LINE OF SAID SECTION 35, A DISTANCE OF 170.00 FEET;
THENCE S 70°49'55" W INTO THE SE1/4 NE1/4 OF SECTION 34, A DISTANCE OF 70.48 FEET;
THENCE N 18030'05" W, A DISTANCE OF 80.52 FEET;
THENCE N 07039'50" E, A DISTANCE OF 55.59 FEET;
THENCE N 16045'53" E, A DISTANCE OF 19.47 FEET;
THENCE N 22059'31" E, A DISTANCE OF 198.02 FEET TO THE WESTERLY LINE OF SAID SECTION 35;
THENCE N 0001925" W ALONG SAID SECTION LINE, A DISTANCE OF 2157.63 FEET TO THE NORTHWEST CORNER OF SAID SECTION 35,
BEING 3-1/2" ALUMINUM CAP, L.S.16397 IN MOUND OF STONE;
THENCE N 88048'45" E ALONG THE NORTHERLY LINE OF SAID SECTION 35, A DISTANCE OF 2009.38 FEET TO A REBAR WITH ILLEGIBLE RED
PLASTIC CAP;
THENCE DEPARTING SAID NORTHERLY LINE OF SAID SECTION 35 S 00004'54" E, A DISTANCE OF 1338.85 FEET TO A POINT AT THE
NORTHEAST CORNER OF PARCEL A DESCRIBED IN BOOK 779 PAGE 644 AND SHOWN ON THE AMENDED BARRIE EXEMPTION PLAT AND
BOUNDARY LINE ADJUSTMENT RECORDED DECEMBER 2, 2009 AS RECEPTION NO.779548 OF THE GARFIELD COUNTY CLERK AND
RECORDER;
THENCE ALONG SAID PARCEL A THE FOLLOWING FIVE (5) COURSES;
1) S 87°05'37" W, A DISTANCE OF 599.37 FEET;
2) S 07°12'39" W, A DISTANCE OF 67.19 FEET;
3) S 00-0614" E, A DISTANCE OF 286.69 FEET;
4) N 89°53'46" E, A DISTANCE OF 503.08 FEET TO A POINT OF CURVE;
5) ALONG THE ARC OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 37°42'48", A RADIUS OF 170.00 FEET, AN ARC LENGTH OF
111.90 FEET AND WHOSE LONG CHORD BEARS N 71 °02'22" E, A DISTANCE OF 109.89;
THENCE DEPARTING SAID PARCEL A S 00°04'54" E, A DISTANCE OF 991.87 FEET TO A POINT ON THE SOUTHERLY LINE OF THE
NORTHWEST 1/4 OF SAID SECTION 35;
THENCE S 89058'53" W ALONG SAID SOUTHERLY LINE, A DISTANCE OF 1997.87 FEET TO THE POINT OF BEGINNING.
RESERVING THE RIGHT-OF-WAY OF COUNTY ROAD 260 AS DESCRIBED IN THE DEED RECORDED IN BOOK 249 PAGE 343 OF THE GARFIELD
COUNTY CLERK AND RECORDER;
AND RESERVING A 30.00 FOOT WIDE NON-EXCLUSIVE EASEMENT, SERVING SAID PARCEL A, FOR INGRESS AND EGRESS LYING 15.00 FEET
ON EACH SIDE OF A CENTERLINE BEING GENERALLY DESCRIBED AS FOLLOWS:
COMMENCING AT A METAL PIPE AND ALUMINUM CAP FOR THE WEST 1/4 CORNER OF SAID SECTION 35;
THENCE N 55°30'00" E, A DISTANCE OF 1645.50 FEET TO A POINT ON THE NORTHERLY LINE OF THE TRAVELED SURFACE OF SAID COUNTY
ROAD 260 AS CONSTRUCTED AND IN PLACE, THE POINT OF BEGINNING OF THE EASEMENT HEREIN DESCRIBED;
THENCE N 16006'44" E, A DISTANCE OF 100.16 FEET;
THENCE N 04039'55" E, A DISTANCE OF 56.11 FEET;
THENCE N 10040'45" E, A DISTANCE OF 4.00 FEET TO THE WESTERLY LINE OF SAID PARCEL A, THE POINT OF TERMINUS, WITH THE
SIDELINE EXTENDED OR SHORTENED TO TERMINATE AT SAID WESTERLY LINE.
AND RESERVING A 20.00 FOOT WIDE EASEMENT, SERVING SAID PARCEL A, FOR A WATER LINE AS CONSTRUCTED AND IN PLACE LYING
10.00 FEET ON EACH SIDE OF A CENTERLINE BEING GENERALLY DESCRIBED AS FOLLOWS:
COMMENCING AT A METAL PIPE AND ALUMINUM CAP FOR THE WEST 114 CORNER OF SAID SECTION 35;
THENCE N 43°28'43" E, A DISTANCE OF 1667.72 FEET TO A POINT NEAR A WELL AS CONSTRUCTED AND IN PLACE, THE POINT OF
BEGINNING OF THE EASEMENT HEREIN DESCRIBED;
THENCE N 89°53'46" E, A DISTANCE OF 241.46 FEET TO THE WESTERLY LINE OF SAID PARCEL A, THE POINT OF TERMINUS, WITH THE
SIDELINES EXTENDED OR SHORTENED TO TERMINATE AT SAID WESTERLY LINE.
CONTAINING 117.559 ACRES, MORE OR LESS, HAS [HAVE) CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT,
PLATTED AND SUBDIVIDEDT INTO LOTS AND BLOCKS AS SHOWN ON THIS PLAT UNDER THE NAME AND STYLE OF AMENDED FINAL PLAT OF
TRACTS 6, 7, 8, 9,10A,11 B, 23B, 24 OF ANTLERS ORCHARD DEVELOPMENT COMPANY'S PLAT NO.1 AND PARCEL B, BARRIE EXEMPTION,
THE OWNER(S) DO(ES) HEREBY DEDICATE AND SET APART: ALL OF THE STREETS AND ROADS AS SHOWN ON THE ACCOMPANYING PLAT
TO THE USE OF THE PUBLIC FOREVER; TO THE PUBLIC UTILITIES THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS
UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL NON-EXCLUSIVE EASEMENTS FOR THE INSTALLATION AND
MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRIC LINES, NATURAL GAS
LINES AND TELECOMMUNICATION LINES, TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT
OF INGRESS AND EGRESS FOR INSTALLATION AND MAINTENANCE OF SUCH LINES; TO THE FARMERS DITCH COMPANY THAT PORTION OF
SAID REAL PROPERTY WHICH IS LABELED AS DITCH MAINTENANCE EASEMENT ON THE ACCOMPANYING PLAT AS A PERPETUAL
NON-EXCLUSIVE EASEMENT FOR MAINTENANCE OF THE FARMERS IRRIGATION COMPANY CANAL; TO EMERGENCY SERVICES THAT
PORTION OF SAID REAL PROPERTY WHICH IS LABELED AS EMERGENCY ACCESS EASEMENT ON THE ACCOMPANYING PLAT AS A
PERPETUAL NON-EXCLUSIVE EASEMENT FOR EMERGENCY ACCESS; TO PARCEL B, SHOWN HEREIN, THAT PORTION OF SAID REAL
PROPERTY WHICH IS LABELED AS PUBLIC LANDS ACCESS ESMT ON THE ACCOMPANYING PLAT AS A PERPETUAL NON-EXCLUSIVE
EASEMENT FOR THE PURPOSE OF AFFORDING RECREATIONAL ACCESS TO AND FROM PUBLIC LANDS FOR PEDESTRIANS, HORSES AND
HORSEBACK RIDERS; AND TO PARCEL B, SHOWN HEREIN, THAT PORTION OF SAID REAL PROPERTY WHICH IS LABELED AS PRIVATE
ACCESS EASEMENT ON THE ACCOMPANYING PLAT AS A PERPETUAL NON-EXCLUSIVE EASEMENT FOR ACCESS. SUCH EASEMENT AND
RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE
FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD.
EXECUTED THIS � DAY OF , A.D., 20JA5.
OWNER:
PHILIP BARRIE
5721 COUNTY ROAD 233
SILT, CO 81652
W R:
KATHRYN BARRIE
5721 COUNTY ROAD 233
SILT, CO 81652
STATE OF COLORADO )
.SS
COUNTY OF GARFIELD )
THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME
THIS DAY OF A.D., 20_,W
BY
MY COMMISSION EXPIRES:
WITNESS MY HAND AND OFFICIAL SEAL 1CH L L H
NOTARY PUB f
"46" STATE OF COLO%800
NOTARY ID 2022403 327 e
NOTARY PUBLIC M °�1 RAL r S SEER 1520�
Amended Fl*nol Plot of Tracts 6,, 7,r Br 9,r 10Ar IIBr 23Br 24 of Antlers Orchard
Development Company's Plot No,, I and Parcel B,, Barrie Exempt*ion
t parcel I e1 in the 4 of Sectionand the SE114NE114 of Section' I I 5 South,,Range 92 West of the 6th P.M.
Garfield County,,
of 2
i ii'I � i ;I i L �,� I �,r� � I ,i , ► 1 '�k � � ' I� � � j I � .1 � I';� 1�I ►
VlCllllty Map
(1"=2000')
NOTES
1. BASIS OF BEARINGS: ALL BEARINGS BASED ON THE LINE BETWEEN THE WEST 1/4 CORNER OF SECTION 35, A 3-1/4"
ALUMINUM CAP #10871 AND THE NORTHWEST CORNER OF SECTION 35, A 3-1/4" ALUMINUM CAP #16397 HAVING A
BEARING OF N 0001925" W, A DISTANCE OF 2,636.88 FEET AS SHOWN HEREON.
2. DATE OF SURVEY: OCTOBER 2023.
3. UNITS OF LINEAR MEASUREMENT ARE DISPLACED IN U.S. SURVEY FEET.
4. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY BOUNDARIES UNLIMITED INC. TO DETERMINE OWNERSHIP OR
EASEMENTS OF RECORD. BOUNDARIES UNLIMITED INC. RELIED UPON TITLE COMPANY OF THE ROCKIES, COMMITMENT
NUMBER 0604027-C4 ISSUE DATE FEBRUARY 28, 2024.
5. THE PARCEL IS SUBJECT TO:
a. RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE
FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AS RESERVED IN UNITED STATES PATENT
RECORDED MAY 4,1892 IN BOOK 12 AT PAGE 144 AND JANUARY 3,1893 IN BOOK 12 AT PAGE 200.
b. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN
UNITED STATES PATENT RECORDED JANUARY 19,1920 IN BOOK 112 AT PAGE 342.
c. ANY AND ALL WATER AND WATER RIGHTS, RESERVOIR AND RESERVOIR RIGHTS, DITCHES AND DITCH RIGHTS, AND THE
ENLARGEMENTS AND EXTENSIONS THEREOF, AND ALL LATERALS, FLUMES AND HEADGATES USED IN CONNECTION
THEREWITH.
d. OIL AND GAS LEASE BETWEEN CHARLES SPAULDING AND LYDIA SPAULDING AND GAYLORD 0. MICKELSON, RECORDED
FEBRUARY 4,1960 IN BOOK 323 AT PAGE 477 AND ANY AND ALL ASSIGNMENTS OR INTERESTS THEREIN.
e. AN UNDIVIDED ONE-HALF (1/2) INTEREST IN OIL, GAS AND OTHER MINERAL RIGHTS, AS RESERVED IN THE DEED TO LYDIA
SPAULDING, RECORDED JUNE 30, 1965 IN BOOK 367 AT PAGE 273, AND ANY AND ALL ASSIGNMENTS THEREOF OR
INTERESTS THEREIN.
f. OIL AND GAS LEASE BETWEEN LARRY SPAULDING AND LUCRETIA SPAULDING AND MAGUIRE OIL COMPANY, RECORDED
MARCH 13,1974 IN BOOK 456 AT PAGE 456 AND ANY AND ALL ASSIGNMENTS OR INTERESTS THEREIN.
g. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS AS CONTAINED IN RESOLUTION NO. 90-050
RECORDED MAY 22,1990 AT RECEPTION NO.412811.
h. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS AS CONTAINED IN EASEMENT GRANT RECORDED
MAY 30,1997 AT RECEPTION NO.508885.
I. OIL AND GAS LEASE BETWEEN PHILIP A. BARRIE AND KATHRYN J. BARRIE AND WILLIAMS PRODUCTION RMT COMPANY,
RECORDED NOVEMBER 8, 2002 AT RECEPTION NO.614325 AND ANY AND ALL ASSIGNMENTS OR INTERESTS THEREIN.
j. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS AS CONTAINED IN BOUNDARY LINE ADJUSTMENT
RECORDED DECEMBER 22, 2009 AT RECEPTION NO.779546.
k. EASEMENTS, RIGHTS OF WAY AND ALL OTHER MATTERS AS SHOWN ON THE PLAT OF AMENDED AND CORRECTED BARRIE
EXEMPTION PLAT, FILED DECEMBER 22, 2009 AT RECEPTION NO.779547,
1. EASEMENTS, RIGHTS OF WAY AND ALL OTHER MATTERS AS SHOWN ON THE PLAT OF AMENDED BARRIE EXEMPTION PLAT
AND BOUNDARY LINE ADJUSTMENT, FILED DECEMBER 22, 2009 AT RECEPTION NO.779548.
m. OIL AND GAS LEASE BETWEEN PHILIP A. BARRIE AND KATHRYN J. BARRIE AND ANTERO RESOURCES PICEANCE
CORPORATION, RECORDED SEPTEMBER 8, 2010 AT RECEPTION NO. 791129 AND ANY AND ALL ASSIGNMENTS OR
INTERESTS THEREIN.
n. RIGHT OF WAY FOR COUNTY ROAD 260.
o. RIGHT OF WAY FOR THE FARMERS' IRRIGATION CO. CANAL BEING 50-FEET EACH SIDE OF THE WATER'S EDGE.
7. ALL NOT -FOUND EXTERIOR AND INTERIOR LOT CORNERS SHALL BE MONUMENTED BY A NO.5 REBAR WITH A 1 1/2"
ALUMINUM CAP STAMPED "BU-INC LS 25642".
8. FENCES SHOWN HEREON, IF ANY, ARE SHOWN FOR GENERAL REFERENCE AND DO NOT NECESSARILY DEPICT LIMITS OF
OWNERSHIP.
9. CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNER.
10. NO OPEN HEARTH SOLID -FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION. ONE NEW SOLID -FUEL
BURNING STOVE AS DEFINED BY C.R.S. 25-7401, ET.SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, WILL BE
ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS
STOVES AND APPLIANCES.
11. ALL EXTERIOR LIGHTING SHALL BE THE MINIMUM AMOUNT NECESSARY AND THAT ALL EXTERIOR LIGHTING SHALL BE
DIRECTED INWARD AND DOWNWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE
MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES.
12. COLORADO IS A "RIGHT -TO -FARM" STATE PURSUANT TO C.R.S.35-3-11, ET. SEQ. LANDOWNERS, RESIDENTS AND VISITORS
MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTY'S AGRICULTURAL
OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AND A
HEALTHY RANCHING SECTOR. THOSE WITH AN URBAN SENSITIVITY MAY PERCEIVE SUCH ACTIVITIES, SIGHTS, SOUND, AND
SMELLS ONLY AS INCONVENIENCE, EYESORE, NOISE AND ODOR. HOWEVER, STATE LAW AND COUNTY POLICY PROVIDE THAT
RANCHING, FARMING AND OTHER AGRICULTURAL ACTIVITIES AND OPERATIONS WITHIN GARFIELD COUNTY SHALL NOT BE
CONSIDERED TO BE NUISANCES SO LONG AS OPERATED IN CONFORMANCE WITH THE LAW AND IN A NON -NEGLIGENT
MANNER. THEREFORE, ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS,
MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION
BY SPRAYING OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENT, HERBICIDE, AND PESTICIDES, ANY ONE OR
MORE OF WHICH MAY NATURALLY OCCUR AS PART OF LEGAL AND NON -NEGLIGENT AGRICULTURAL OPERATIONS.
13. THE MINERAL RIGHTS ASSOCIATED WITH THIS PROPERTY MAY NOT BE TRANSFERRED WITH THE SURFACE ESTATE,
THEREFORE ALLOWING THE POTENTIAL FOR NATURAL RESOURCE EXTRACTION ON THE PROPERTY BY THE MINERAL ESTATE
OWNER(S) OR LESSEE(S).
14. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAND AND COUNTY
REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING
LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING
AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND
RESPONSIBILITIES AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE OF SUCH
INFORMATION IS A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE"
R CULTURE PUT OUT BY THE COLORADO STATE UNIVERSITY
EXTENSION OFFICE IN GARFIELD COUNTY.
15. DOGS KEPT ON THE PROPERTY SHALL BE IN A FENCED YARD, KENNELED, OR ON A LEASH AT ALL TIMES TO PREVENT
HARASSMENT OF WILDLIFE, EXCEPT AS USED FOR LIVESTOCK CONTROL, IT IS RECOMMENDED THAT KENNELS INCLUDE A TOP
PANEL TO PREVENT ACCESS BY MOUNTAIN LIONS, COYOTES, BOBCATS, FOXES, OR RAPTORS. IT IS FURTHER RECOMMENDED
THAT DOGS NOT BE FEED OUTDOORS AND THAT ALL FOOD ITEMS BE STORED IN AN ENCLOSED AREA.
16. FENCING ON THE PROPERTY SHALL COMPLY WITH THE COLORADO PARKS AND WILDLIFE SPECIFICATIONS FOR WILDLIFE
FRIENDLY FENCING.
17. DITCH OWNER(S) RIGHTS: COLORADO STATE STATUTES 37-86-102 PROVIDES THAT ANY PERSON OWNING A WATER RIGHT
OR CONDITIONAL WATER RIGHT SHALL BE ENTITLED TO A RIGHT-OF-WAY THROUGH THE LANDS WHICH LIE BETWEEN THE
POINT OF DIVERSION AND POINT OF USE OR PROPOSED USE FOR THE PURPOSE OF TRANSPORTING WATER FOR BENEFICIAL
USE IN ACCORDANCE WITH SAID WATER RIGHT OR CONDITIONAL WATER RIGHT. ANY IMPACT, CHANGE OR CROSSING OF A
DITCH SHALL REQUIRE APPROVAL FROM THE DITCH OWNER.
18. ANY FUTURE GRADING OR BUILDING PERMITS REQUIRE THE FOLLOWING TO BE SUBMITTED WITH THE APPLICATION:
18.1. A SITE -SPECIFIC GEOTECHNICAL SUBSOIL STUDY AND GEOLOGIC HAZARDS ANALYSIS CONSISTING OF BORINGS OR
TEST PITS, LABORATORY TESTING AND ANALYSIS, RECOGNITION OF POTENTIAL GEOLOGIC HAZARDS AND SITE -SPECIFIC
RECOMMENDATIONS FOR FOUNDATIONS, FLOOR SYSTEMS, SURFACE AND SUBSURFACE DRAINAGE, ROADWAY
GRAVELS/PAVEMENTS, ONSITE WASTEWATER TREATMENT SYSTEMS, ETC.;
18.2. AN ENGINEERING DESIGN FOR ANY FOUNDATIONS;
18.3. AN ENGINEERING DESIGN FOR ANY ONSITE WASTEWATER TREATMENT SYSTEM(S) (OWTS); AND
18.2. AN ENGINEERING DESIGN FOR ANY DRIVEWAYS ALONG WITH WRITTEN APPROVAL BY THE FARMERS IRRIGATION
COMPANY FOR ANY CROSSINGS OR ENCROACHMENTS OF THE FARMERS IRRIGATION COMPANY CANAL EASEMENT.
19. RADON EXPOSURE MAY BE PRESENT. IT IS RECOMMENDED THAT ANY NEW BUILDINGS WITHIN THE SUBDIVISION UTILIZE
RADON -RESISTANT NEW CONSTRUCTION (RRNC) PRACTICES.
20. TRASH MUST BE KEPT INSIDE A SECURE ENCLOSURE UNTIL THE MORNING OF TRASH PICKUP AND THE USE OF BEAR -PROOF
TRASH RECEPTACLES IS RECOMMENDED.
21. FEEDING OF WILDLIFE IS PROHIBITED.
22. TRACTS 6, 7, 8, 9,10A,11 B, AND 23B AND ARE SUBJECT TO A PRIVATE ROAD AND UTILITY MAINTENANCE AGREEMENT FOR
SNOW REMOVAL, MAINTENANCE AND REPAIR OF THE COMMON ACCESS ROAD AND THE EMERGENCY ACCESS ROAD.
23. PRIOR TO ISSUANCE OF ANY BUILDING PERMIT, THE INDIVIDUAL LOT OWNER SHALL:
a. WORK WITH THE GARFIELD COUNTY VEGETATION MANAGER, OR LOCAL CONSERVATION DISTRICT, TO PREPARE AN
INVENTORY OF NOXIOUS WEEDS, SPECIFICALLY RUSSIAN OLIVE AN TAMARISK, ON THE PROPERTY. IF NOXIOUS WEEDS
ARE IDENTIFIED , THE APPLICANT SHALL SUBMIT A MANAGEMENT PLAN AND TIMETABLE FOR TREATMENTS FOR REVIEW
AND APPROVAL BY THE GARFIELD COUNTY VEGETATION MANAGER.
b. DEMONSTRATE THAT ADDRESS MARKERS ARE PROVIDED AND NUMBERED IN ACCORDANCE WITH LOCAL FIRE DISTRICT
STANDARDS.
c. PROVIDE CONFIRMATION WITH THE LOCAL FIRE DISTRICT THAT DRIVEWAY INSTALLATIONS HAVE BEEN CONSTRUCTED TO
BEABLE TO SUPPORT THE WEIGHT OF FIRE APPARATUS, WITH A 12-FOOT MINIMUM DRIVEWAY WIDTH AND AN AREA FOR
TURNAROUND OF APPARATUS AT THE RESIDENCE IF THE DRIVEWAY IS LONGER THAN 150-FEET FROM THE MAIN ACCESS
ROAD.
25. EACH PARCEUTRACT IS SUBJECT TO DIVISION OF WATER RESOURCES POLICIES AND PERMITTING REQUIREMENTS
ASSOCIATED WITH PRE-EXISTING PLATTED LOTS.
26, THE 10' TRAIL EASEMENT (DEDICATED WITH THIS PLAT) IS DEDICATED FOR USE BY THE OWNERS OF THIS SUBDIVISION AND
THEIR GUESTS AND IS NOT TO BE USED FOR GENERAL PUBLIC ACCESS. EASEMENT USE SHALL BE BY FOOT AND BY PACK
ANIMALS.
27. TRACTS 6, 8 AND 11 B ARE SUBJECT TO BUILDING ENVELOPES TO AVOID POTENTIALLY HAZARDOUS SLOPES AND WETLANDS.
ALL OTHER TRACTS AND PARCELS ARE SUBJECT TO STANDARD SETBACKS.
28. AT THE TIME OF INDIVIDUAL BUILDING PERMIT APPLICATION, THE APPLICANT SHALL CONSULT THE COLORADO STATE FOREST
SERVICE FIREWISE CONSTRUCTION GUIDELINES (LATEST EDITION), OR SIMILAR GUIDELINES FOR NEW CONSTRUCTION AND
LANDSCAPING.
29. 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.
SURVEYOR'S CERTIFICATE
I, STEVEN L. SMITH, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF
COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF AMENDED FINAL PLAT OF TRACTS 6, 7, 8, 9,10A,11 B, 23B, 24 OF
ANTLERS ORCHARD DEVELOPMENT COMPANY'S PLAT NO.1 AND PARCEL B, BARRIE EXEMPTION, AS LAID OUT, PLATTED, DEDICATED AND
SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME, OR UNDER MY SUPERVISION, AND
CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE
STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND.
IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THIS DAY OF 4110� 20 ;6
ND0 L
PROFESSIONAL LAND SURVEYOR V .•����N
STEVEN L. SMITH , PLS 25642
FOR AND ON BEHALF OF BOUNDARIES UNLIMITED INC. 0 25642 ; a
/0L L AN�JQ
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING, PURSUANT TO C.R.S. §
38-51-101 AND 102, ET SEQ.
DATED THIS le, DAY OF ,9PT=i L ..JJ620Z57.
COUNTY COMMISSIONERS' CERTIFICATE
THIS PLAT IS APPROVED BY THE BO D OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, THIS DAY OACET
,A.D., 20 FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND OR CONVEYHE
COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD
COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO
THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS
APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS
OR ANY OTHER PUBLIC DEDICATIONS S WN HERE
a> 3� C IEL
CHAIRMAN, BOARD OF COUNTY C MIS bl\IEV ®®®
GARFIELD COUNTY, COLORADO
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6 �
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WITNESS MY AND AND SEAL OF THE COUNTY OF GARFIELD. Q�
ATTEST:
GOU TYCLERK-Degt4+3 cick k .to
I, 1 AIrtVAzOtS , AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, OR AGENT AUTHORIZED BY
A TITLE INSURANCE COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT
TITLE TO SUCH LANDS IS VESTED IN PHILIP BARRIE AND KATHRYN BARRIE, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING
MORTGAGES, DEEDS OF TRUST, JUD ENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN
THIS PLAT), EXCEPT AS FOLLOIt 1 dA
DATED THIS Ja DAY OF Ate" i t A.D., 2
TITLE COMPANY T i_4tt ut! l�
AGENT
OR
ATTORNEY
COLORADO ATTORNEY REGISTRATION NO.
CERTIFICATE OF TAXES PAID
I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE AND
PAYABLE AS O25 ., UPON ALL PARCELS OF REAL ESTATE i THIS PLAT ARE PAID IN FULL.
DATED THIS DAY OF
4PiZtI_ , A.D., 20AI
TREASURER OF GARFIELD COUNTY ® r
®f ,5 ice. o5 %S41
� hDG 1
CLERK AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY,
COLORADO, AT Y&O'CLOCK (Ovt ON THIS Q. OF F 20_AfAND
IS DULY RECORDED AS RECEPTION NO.16J5 96 9,5.
e. 14Q'
RK A D R C0 R
f'a- t i er 45
BY
DEPUTY
F-1
L BOUNDARIES
UNLIMITEDINC.
CIVIL ENGINEERING,
LAND SURVEYING C BEYOND
923 Cooper Avenue, Ste.201
Glenwood Springs, CO 81601
tele: 970.945.5252
www.bu-inc.com
Engineer or Surveyor Seal
Client Information:
Phillip C Katheryn Barrie
5751 County Road 233
Silt, CO 81652
970.274.1805
Subsurface Utility Engineering (SUE)
Required Project: No
If "Yes", SUE Certification by:
Firm: N/A
job #: NIA
Date: NIA
NORTH
0 200' 400'
Scale: l" = 200,
Knowwha s below.
Gall before you dig.
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Agency Approval
Agency:
Dept:
By:
Date:
Comments:
Date
Revision
Project No.:
Sheet
23012
Filename:
23012-c-plat-rev.dwg
Designer:
Vol
SLS
Drafter:
DJW
Date:
119124
U
�_o
LINE DATA TABLE '
SEGMENT LENGTH DIRECTION I I
L1 47.71' N13°02'53"W
L2 46.10' N43°00'1O"E
L3 80.43' N16013'19"W 2127-274-000-298 NW CORNER SECTION 35, T,5 S., R.92 W., 6TH PM I ( W 1/16 CORNEA, RECOVERED PIPE WITH
RECOVERED REBAR & ALUM, CAP LS#16397 IN 2127-263-000-296 W BLM ALUM. CAP "S35 / RECOVERED
PIPE
W RECOVERED REBAR
BK 1098 PG 0311 2127-263-00-048 BLM MONUMENT,
L4 8198' S60°25'44''E MOUND OF STONE RN 983454 10' PUBLIC LANDS ACCESS WITH ILLEGIBLE
RECOVERED REBAR AN 983454 RECOVERED ALUM. PIPE &
N LINE OF THE NW 1/4 ESMT (RN 460286) RED PLASTIC CAP
L5 9.56' N21°39'18"E & PC#27613 ALUM. CAP DATED 1993
OF SECTION 35 670.15'
42i.49 (TIE TO ,, _�
__ � N88 48 45 E �. -. 2009.38 ., __ .__ �" _ �,,. --�--=- _:
- L6 58.83 S42 5428E SECTION 2� leEC.TION 2 248.35'
L7 115.55' S73°30'09"E SECTION 34 _SECTION - l 583.30' ry
LV213 I LV214 ^I 10' PUBLIC LANDS ACCESS ESMT NO' 00' 00"E CURVE DATA TABLE
L8 15.31' S2404127E (TIE) „ItiI (DEDICATED WITH THIS PLAT) 70.71'
L9
57.67'
S4°28'38"E
L10
38.03'
1\184°27'19"E
Lll
88,34'
N50°45'25"E
L12
84.31'
S75°58'07"E
L13
96.42'
S49025'21 "E
L14
77.20'
S63°20'37"E
L15
79.84'
N80°58'32"E
L16
15.31'
N58037'20"E
L17
55.00'
N34°58'06"E
L18
57.02'
N6034'39"W
L19
55.00'
N14°01'53"E
LE100
26.88'
S34°52'11 "W
" I (DIMENSIONS ARE SHOWN ALONG THE 1 1-.-- SEGMENT LENGTH RADIUS DELTA TANGENT CHORD DIR. CHORD LEN,
to o
I BUILDING---+►� �,� WEST &SOUTH SIDES OF THE ESMT) Cl 186.06'
ENVELOPE � 180.00' 59°13'28" 102.31' N13° 23' 26"E' 177.89'
�i ' - \ / I
\\\(TRACT 8)i �1z C3 \ Trait 7 (( o� C2 93.99' 55.00' 97°54158" 63.18' N70° 36' 47"E' 82.97'
4091 C3 201.48' 100.00' 115°26'15"
CM302 is \ 9.392Ac± 158.30 N790 22 25 E 169.09
\\��f ` / �� �U. C2 / r J) I / / Tract fi C4 117.48' 220.00' 30°35'41" 60.17' S58° 12' 18"E' 116.08'
/N-LM305 � ��? I 292891 Sf o
C5 46.55' 220.00' 12°07'26" 23.36' S46° 58' 11 "E' 5698.54'
I 6.724 Ac± 1
C6 70.92' 220.00' 18-28'15" 35.7 ' ° '
1 r,� / 10 7 S64 16 01 E 5698.79
Tract: p __
® f', / LM304 N050 5880 91�� ���05� -..7� \ (( I ______�� � � ° � �r � ° � \ L 1 C7 85.19 100,00 48 48 41 45.37 S49 05 481182.64
I �\ 435448 Sf / ` 1 fAj3 ( o - r--` - LV223�_ I
9.997Ac± / �� o �I LV225 i C8 94.08 150.00 35 5614 48.65 S42 39 34 E 92.55
CM305 I IN 1 0
CV207
LM30B 0� o r. IN BUILDING ri o °
l / o \ z I_, �I C9 53.90 55.00 56 0903 29.34 S32 33 10 E 51.77
t / / \� I ENVELOPE tit Cn
LV221 (TIE)
I' os / EX. 24"0 FARMERS IRRIGATION ti / � �9 \ LL (TRACT 6)
/ COMPANY CANAL PIPELINE EX. FARMERS IRRIGATION
(PRESCRIPTIVE R.O.W. 50' EACH , / I �LE109 L12 \ COMPANY CANAL
SIDE OF THE WATERS EDGE) i CDJ I G12 �r3 \G��, (PRESCRIPTIVE R.O.W.
50' EACH SIDE OF THE 1
�LE101 5845' S89058130"W o / % 7M3r2 h \VC!i� w
�� / C a' o WATERS EDGE w
0 o / �o �� Li G�1 3% I\ s lLi2 )
LE102 271:26' NO°06'14"W M "' w o� // w SET REFERENCE��'����o
5 i / N / MONUMENTS ON \���� M3i \\ ) 7Q L74 �C_ LV229 CV20�
LEf03 100.01' S89'53'46"W �� j � / EASEMENT LINE - 8 t Qc�i 6
LE104
87.97'
S72°11'141
LE105
83.83'
N71°11'21"W
LE106
233.73'
N43010'26"W
LE107
79.15'
N49°55'21 "E
LE108
70.71'
N7012'39"E
LE109
11.73'
SQ°00'OO"E
LE110
159.46'
S78°59'04"E
LE111
503.28'
SQ°00'00"E '
LEI 13
20.00'
N89058'53"E
of `� $ /� / / i �`°9 Cis Li 5
a'► / �:� / (25 OFFSET), TYP.
4)M310
30' ACCESS & UTILITY ESMT
(DEDICATED WITH THIS PLAT) j � BUILDING
II BUILDING % / ( NVELOPE of
ENVELOPE o/ / z ' Iw (TRACT 11 B) al /
(TRACT 8) ��/ / �� (
N) Tract 10A 459751 Sf c5 im Tract:11p
475123 sf
jt
I c�( Tract.9 I 10.554Ac± �'/' i� i
N a 1
�, 537283 s/%10.907 Ac±
I� '' �� 12.334 Ac± / �� LV241,_,---""
Ct2 30' PRIVATE ACCESS & UTILITY
ESMT (DEDICATED WITH THIS PLAT) yw
LE114 240.00 NO'l9'25"W I o
LEI 15 67,OT N11°3T21"W zo I �'/ " o% ��
m m o LV233 (TIE)
LEI 16 132.87' N22°59'31"E C � IEX. IRRIGATION LATERF
z = a �I (PRESCRIPTIVE ESMT)
w I 40' PRIVATE ACCESS &UTILITY �L/ CENTERLINE 30 PRIVATE
LE117 186.64' N18°53'48"W °, z z . I Jti �° s
:§ LV212 �,1 cT/ 20' ESMT (DEDICATED WITH THIS PLAT j N12° 00' 17"E R' 1� ��\ems, : ACCESS &UTILITY
LE118 19.41' NO'19'25 W _ C-LM30i �- I
- 27.72' ' �•�' ^ \ �y ESMT (DEDICATED WITH THIS PLAT)
LV200 143.92 LM300 271.84' N19° 11' 44"W /F
LE11 ° 1 ° � - - 4WD) \ 31` t EXISTING \ t
M370 LM315 „�'
�
CM311 I
CM312
I I
BUILDING V
ENVELOPE
I (TRACT 11 B) I
1
a
O p �
o�
I -
cc
l
I�
z
N
I
1
N
jc
1
t� I I
TC H IL�245 '
9 20.4Q N23 4306 W (TIE) r - - 56.38'. _N89° 40' 35"E 50.97' A1�' ^ . 11 IRRI (TIE)
LE120
46.27'
N34°22'48"W
RECOVERED REBAR
& AC#27613
LE121
38.70'
N44013'40"W
LE122
25.13'
N53042'19"W
LM300
30.86'
N13°02'53"W
(WC) ` 415.76' l \ S65° 23' 04"E 'r �.- 81 \ \ UMION / °
83.07' i �22i VA\ �. POND .i WATERLINE ESMT S87 05 37 W
S21 ° 34' 2411E 22� \lF \ RECOVERED REBAR
/ \ it a 6 i \ 1 (CORRECTION TO I�^' RECOVERED REBAR
82.66 �l�G% \ \ AN 779547) 1 1-1�& PC#18478 _ & PC#18478
/ �. EX. WELL S07° 12' 39"W
/ / / A\ ��� ..� �� 67.19'
I26"W CENTERLINE 40' PRIVATE ACCESS & UTILITY_, RECOVERED REBAR
V� 113.00' ESMT (DEDICATED WITH THIS PLAT) ��` 0 LE
10� - LE103 & PC#18478
LM301
16.83'
N43°00'f0"E
LM303 713.81' N21'42'28"E
LM304 18.86' S60°25'44"E
LM305 9.56' N21 °39'18"E
C�l to
LM306 58.83' S42°54'28"E o LO
LM307 115.55' S73030'09"E
LM308 15.31' S24041'27"E
40' PRIVATE ACCESS
LM309 57.67' S4°28'38"E & UTILITY ESMT-
LM310 38,03' N84°27'19"E
(DEDICATED WITH THIS PLAT)
,LM311 88.34' N50'45'25"E
LM312 84.31' S75°58'07"E
LM313 96.42' S49°25'21"E
LM314 77.20' S63020'37"E
LM315 79.84' N80058'32"E
LV200 50.99' N1O°59'11"E
LV201 955.93' N001925"W /
/
LV202 129.27' N220 59' 31" S30°41'Q9"E /:
198.02'
LV203 86.79' S52°56'24"E
LV204 98.97' S5042'45"E
N16' 45' 53"E j
LV205 62.80' S23000'35"W 19.47'
LV206 74.74' S13'56'11"E N07° 39' 5011E /
LV207 73.08' S8°33'17"W 55.59'
LV208 99.69' S23°13'51 "E N18' 30' 05"W
80.52' /
LV209 105.67' S21 °42'28"W /
LV210 80.43' S16°13'19"E
S70 49, 55 W
LV211 46.10' S43°00'10"W ,/l 70.48'
LV212 68.52' S89040'35"W 2127-341-00-070
AN 977829
LV213 26.79' 822014'33"E N00' 19' 25"W
-]:�/"�
LV214 172.71' N88°48'45"E 170.00'
LV215 83,08' S1°11'15"E COUNTY ROAD #260••,,,.,,
AKA TIPPET LANE
LV216 86.80' S1202015"W
LV217 96.31' S23°18'44"W L 4, SPAULDING EXEMPTION
LV218 85.85' N30°41'09"W 2127-344-00-347
AN 877749
LV219 112,32' N40°48'20"W
LV220 93.88' NO°19'25"W
INGRESS AND EGRESS _
ESMT (RN 779547)
-e RECOVERED REBAR
1 �Ii I / R PC#34SA
`-LE113
POINT OF BEGINNING LOT 4, HUNT SUBDIVISION EXEMPTION #2
WEST 1/4 CORNER SECTION 35, 2127-353-00-083
T.5 S., R.92 W., 6TH PM AN 770610
RECOVERED REBAR & ALUM. CAP LS#10871
i yyrsi, `S89° 58' S3"W
HUNT SUBDIVISION EXEMPTION #2
2127-353-00-080
RN 770610
2727-353-00-021
RN 469111
G�1
r
OVERED REBAR
& PC#18478
_
C10
87.42'
55.00'
91°04'03"
56.03'
S50° 00' 40"E'
78.50'
Gil
58.81'
100.00'
33°41'54"
30.29'
N67° 36' 22"E'
57.97'
012
51.14'
55.00'
53°1628"
27.59'
N770 23' 39"E'
49.32'
C13
25.48'
55,00'
26°32'46"
12.97'
S620 41' 44"e
25.26'
C14
48.59'
200.00'
13-5517"
24 42'
S56° 22' 59"E'
48.47'
C15
93.41'
150.00'
35'40'51"
48.28'
S81°11'03"E'
91.91,
C16
58.52'
150.00'
22-21112"
29.64'
N690 47' 56"E'
58,15'
C17
111.90'
170.00'
37042'48"
58.06'
N71' 02' 22"E'
109.89'
CM300
242.91'
235.00'
59013128"
133.57'
N13° 23' 26"E'
232.24'
CM301
187.99'
110.00,
97'54'58"
126.35'
N70° 36' 47"E'
165.93'
CM302
90.66'
45.00'
115'25'15"
71.23'
N79° 22' 25"E'
76.09'
CM303
58.19'
275.00'
12°0726"
29.20'
S480 58' 11"E'
58.08'
CM304
88.65'
275.00'
18°28'15"
44.71'
S64° 16' 01"E'
88.27'
CM305
38.34'
45.00'
48°48'41"
20.42'
S49° 05' 48"E'
37.19'
CM306
128.58'
205.00'
35056'14"
66.48'
S42° 39' 34"E'
126.48'
CM307
174.84'
110.00,
91°04'03"
112.07'
S50° 00' 40"E'
157.01'
CM308
91.16'
155.00'
33'41'54"
46.94'
N67° 36' 22"E'
89.85,
CM309
61.96'
255.00'
13'5517"
31.13'
S56° 22' 59"E'
61.81'
CM310
127.66'
205.00'
35°40'51"
65.98'
S81° 11' 03'?
125.61'
CM311
35.20'
205.00'
9°50121"
17.65'
N76° 03' 21"E'
35.16'
CM312
27.09'
205.00'
703420"
13.57'
N67° 21' 01"E'
27.07'
CV200
36.41'
55,00'
37°55'46"
18.90,
S2° 44' 34"W'
35.75'
CV201
129.21'
125.00'
59°1328"
71.05'
S13' 23' 26"W'
123.53'
CV202
38.13'
55.00'
39°43'20"
19,87'
S230 08' 30"W'
37.37'
CV203
37.06'
95,00'
22021'12"
18.77'
S69° 47' 56"W'
36.83'
CV204
59.16'
95.00'
35'40'51"
30.58'
N81 ° 11' 031'
58.21'
CV205
35.23'
145.00'
13-5517"
17.70'
N56° 22' 59"W'
35.14'
CV206
50,97'
110.00'
26°32'46"
25.95'
N620 41' 44"W'
50.51,
CV207
0.93'
110.00'
0°29101"
0.46'
N76° 12' 38"W'
0.93'
LINE DATA TABLE
SEGMENT LENGTH DIRECTION
LV221 55.00' N13°03'50"E
LV222
107.13'
NO°00'00"E
LV223
198.66'
N81 °42'55"E
LV224
69.76'
S65030'11"E
LV225
34.25'
S83'0520"E
LV226
224.67'
N67°11'59"E
LV227
314.80'
SO°04'54"E
LV228
37,04'
S58037'20"W
LV229
79.84'
S80058'32"W
LV230
77.20'
N63°20'37"W
LV231
96.42'
N4902521 "W
LV232
84.31'
N75'58'07"W
LV233
131.65'
N76°57'19"E
LV234
47.10'
N5021'46'W
LV235
57,13'
N25002'40"E
LV236
98.68'
N1°19'31"E
LV237
76.69'
N1605417"E
LV238
171.19'
N47005110"E
LV239
84.88'
N14003'46"E
LV240
257.12'
S12°59'30"W
LV241
256.82"
S76001'27"W
LV242
81.13'
S71°43'28"W
LV243
148.70'
N9'45'37"W
LV244
51.65'
S60°58'21 "W
LV245
58.77'
N79°16'28"W
LV246
72,20'
N13'23241
LV247
73.19'
N62056'00"W
LV248
210.74'
NO°l0'31"W
LV249
129.68'
N33°39'00"E
LV250
429.10'
SO°04'54"E
Amended I Plot of Tracts 6 7,f 8,r 9
1
10A, 11B, 23B, 24 of Antlers Orchard
Development Company's Plot No,, I and'
0
Parcel B,, Barrie Exemption
0
A parcel situated in the NW 1/4 of Section 35 and the SEI/4NEI/4 of
Section 34,,Township 5 South,, Range 92 West of the A P.M.
Garfield Colorado
Page 1 of 2
THE PURPOSE OF THIS PLAT IS TO AMEND PARCEL B OF THE BARRIE EXEMPTION PLAT,
AND TRACTS 6., 7, 8, 9, IOA, 11B, 23B, AND 24 OF ANTLERS ORCHARD AS SHOWN ON THE
AMENDED BARRIE EXEMPTION PLAT AND BOUNDARY LINE ADJUSTMENT PLAT
RECORDED AS RECEPTION NUMBER 779548
(O}
MONUMENT FOUND
SET 5/8" REBAR & 1,Y0 AC#25642
O
BY WITNESS CORNER OR REFERENCE MONUMENT
SET WITNESS CORNER AS DESCRIBED
SET REFERENCE MONUMENT AS DESCRIBED
EX. TELECOMMUNICATIONS PEDESTAL
EX. UTILITY POLE
EX. DITCH HEADGATE
�� -- - --
PROPERTY LINE
- --
EASEMENT (EXISTING)
- - - - - - - - -
- EASEMENT (DEDICATED)
- - - - - - - - - - - - - - - - - - - - -
- BUILDING ENVELOPE
-
CENTERLINE
-
- EXISTING FENCE
-
SECTION LINE
'-'--'- >-
EX. FLOWLINE (DITCH)
EXISTING OVERHEAD UTILITY
EX. EDGE OF DIRT/GRAVEL ROAD
EX DIRT/GRAVEL ROAD
A
ENLARGED VIED
Scale: 1 "= 50'
i J ,
CIVIL ENGINEERING,
LAND SURVEYING C BEYOND
923 Cooper avenue, Ste. 201
Glenwood springs, CO 81601
tele: 970.945.525Z
www.hu-inc.com
Engineer or Surveyor Seal
Client Information:
Phillip & Katheryn Barrie
5751 County Road 233
Silt, CO 81652
970.274.1805
Subsurface Utility Engineering (SUE)
Required Project: No
If "Yes", SUE Certification by:
Firm: NIA
Job #: NIA
Date: N/A
07 -�150'
I�■�t Scale: 1" = 150,
Know what's below.
Carl before you dig.
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Agency Approval
Agency:
Dept:
By:
Date:
Comments:
Date
Revision
Project No.:
23012
Filename:
23012-c-pint.dwg
Designer:
SlS
Drafter:
DJ9t
Date:
119124
Sheet
T2