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HomeMy WebLinkAboutSite Planr ifj I I i N GRAPHIC SCALE ( IN FEET) 1 inch = 100 ft. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCEANY 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. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 1* m {4 �4�'. .. -,,,y "�. ice. � y+�� '� �`•,,�-�� r:,,, '`*�"'Yy. �^t Z COUNTY ROAD 1102. ?IT' `m SSOURLHEIO TS 0 , im.,wl 4 ' 4s.. p;- tD lip Idf--,ry's" t t r 1 yµao r I -wTOCARBOCVDALE'� jy�." RH^fYJ I rFyS ap•1'- --.`�„ ..,,>s:_,r-.-.r,,, �..1[3��1 ii11C. 't, »x-°•fib. ""^ _ "'� I PROPERTY DESCRIPTION 31. ; 3i`" - LOT 7: A PARCEL OF LAND. SITUATED IN THE SE% NE'/a, THE NIX SE'/a OF SECTION 20 AND THE NW'/+ SW'/e OF SECTION 21, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO A BEARING OF 589'29'50"E BETWEEN THE N% CORNER OF SAID SECTION 20. BEING A FOUND REBAR WITH 2'W ALUM. CAP MARKED L.S. 26950 AND THE NE CORNER OF SAID SECTION 20. ALSO, THE NW CORNER OF SAID SECTION 21, BEING A FOUND REBAR WITH A 2%" ALUMINUM CAP MARKED L.S. 5933, BOTH OF SAID TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH PRINCIPAL MERIDIAN, SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT FROM WHENCE THE EASTY CORNER OF SAID SECTION 20 ALSO BEING THE WEST % CORNER OF SAID 21 BEARS S89'00150"E, A DISTANCE OF 950.56 FEET; THENCE THE FOLLOWING ELEVEN (11) COURSES: 1. N89°57'58"E, 102.44 FEET; 2. S89°56'16"E, 80.00 FEET; 3. 588°33'46"E, 274.27 FEET; -- 4. 588"36'28"E, 245.73 FEET; S. S88"32'37"E, 125.00 FEET; 6. S 7"E, 125.00 FEET; 7. S89-00'44"E, 201.08 FEET; 8. S89°43'31"E, 169.48 FEET, 9. S00°29'03"E, 193.15 FEET; 10. S00-25'10"E, 160.00 FEET; 11. S00°27'54"W, 441.38 FEET TO A POINT ON THE BOUNDARY OF THE JACQUEMIN SUBDIVISION EXEMPTION RECORDED-JANUARY 16, 1990 AS RECEPTION NO.409151 OF THE GARFIELD COUNTY RECORDS; THENCE ALONG THE BOUNDARY OF SAID SUBDIVISION EXEMPTION_THE FOLLOWING THREE (3) COURSES: 1. N85"42'15"W, 137.70 FEET; 2. N48"54'50"W, 315.99 FEET; 3. S00"23'28"W, 741.65 FEETTO THE EAST 1/16 CORNER OF SAID SECTION 20, ALSO BEING THE WEST 1/16 CORNER OF SAID SECTION 21; THENCE LEAVING SAID BOUNDARYAND ALONG THE SOUTHERLY BOUNDARY OF SAID NE'% SE'/ 589°43'09"W, A DISTANCE OF 945.32 FEET; THENCE N00010'04"E, A DISTANCE OF 1347.48 FEET TO THE POINT OF BEGINNING, TOGETHER WITH A FORTY FOOT WIDE (40') ACCESS AND UTILITY EASEMENT ON LOTS 2,3 AND 4. AS DESCRIBED AND DEFINED IN THE DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED JANUARY 14, 2022 AS RECEPTION NO.969592, AS AMENDED BYTHE FIRST AMENDMENT THERETO RECORDED AS RECEPTION NO. COUNTY OF GARFIELD STATE OF COLORADO NOTES 1. DATE OF FIELD WORK: APRIL, 2007; APRIL 27 AND 29, 2021; FEBRUARY 16, 18, 21, 22, AND 24, 2022. I DATE OF PREPARATION: APRIL, 2007; JULY AND OCT08ER, 2018; JULY - SEPTEMBER, AND NOVEMBER, 2019; MAY -JUNE, AND SEPTEMBER, 2020; JANUARY -APRIL, SEPTEMBER AND DECEMBER, 2021; JANUARY - FEBRUARY AND MAY, 2022. 3. BASIS OF BEARING: A BEARING OF S89029'50"E BETWEEN THE NORTH 1/4 CORNER OF SECTION 20, MONUMENTED WITH A FOUND REBAR WITH 2W ALUMINUM CAP STAMPED "L.S. 26950" AND TFIE NORTHEAST CORNER OF SECTION 20, BEING A FOUND REBAR WITH A 2%' ALUMINUM CAP STAMPED "L.S. 5933' 4. BASIS OF SURVEY: THE BOUNDARY AND IMPROVEMENT SURVEY PREPARED BY SCARROW & WALKER INCORPORATED UNDER JOB NO.94.164 AND DATED OCTOBER 31, 2005; JACQUEMIN SUB IVISION EXEMPTION RECORDED JANUARY 16, 1990 AS RECEPTION NO.409151 IN THE GARFIELD COUNTY RECORDS; VARIOUS DOCUMENTS OF RECORD, IAND THE FOUND MONUMENTS, AS SHOWN. 5. THIS SURVEY DOES NOT CONSTITUTE ATITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE ABOVE SAID PLATS DESCRIBED IN NOTE 4 AND THE TITLE COMMITMENT ISSUED BY ASPEN TITLE & ESCROW, FILE NO.: ATE-2022-86-C3, EFFECTIVE DATE: APRIL 14, 2022. 6. THE TOPOGRAPHIC CONTOURS SHOWN ARE AT TWO FOOT (2') INTERVALS FROM A 2005 AERIAL FLIGHT AND ARE ON THE NAVD88 DATUM. 7. PER THE DOCUMENT RECORDED MARCH 9, 1959 IN BOOK 315 AT PAGE 525 AS RECEPTION NO.204592, NO DESCRIPTION FOR THE EASEMENT IS INCLUDED, BUT THE AREA COVERED BY THE EASEMENT IS WITHIN THE BOUNDARY OF THE SUBJECT PROPERTY. IT IS POSSIBLE THE EXISTING OVERHEAD LINE SHOWN HEREON IS ALSO COVERED BY THIS EASEMENT. 8. PER THE DECLARATION OF PROTECTIVE COVET ANTS CONDITIONS AND RESTRICTIONS FOR HUNT RANCH RECORDED JANUARY 14, 2022 AS RECEPTION NO.969592 IN THE GARFIELD COUNTY RECORDS THERE ARE "PERPETUAL EASEMENTS OVER AND ACROSS THE HUNT RANCH FOR ALL DITCHES, PIPELINES, OR OTHER ELEMENTS ASSOCIATED WITH THE OPERATION AND MAINTENANCE OF THE IRRIGATION WATER SYSTEM. THERE SHALL BE A BLANKET EASEMENTTO PROVIDE INGRESS AND EGRESS ACROSS EACH OF THE PARCEL WITHIN HUNT RANCH FOR THE PURPOSES OF TEH OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT OF THE IRRIGATION WATER SYSTEM." SURVEYOR'S CERTIFICATE I, GEOFFREY R. KELLER, HEREBY CERTIFY TO ASPEN TITLE & ESCROW, BLUE MIND, LLC, A COLORADO LIMITED LIABILITY COMPANY, AND 3D HICO, LLC, A COLORADO LIMITED LIABILITY COMPANY, THAT THIS IS AN "IMPROVEMENT SURVEY PLAT" AS DEFINED BY C.R.S. § 38-51-102(9), AND THAT IT IS A MONUMENTED LAND SURVEY SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, WATER COURSES, WATER FEATURES AND/OR BODIES OF WATER, ROADS, VISIBLE UTILITIES, FENCES, OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, AND ALL EASEMENTS AND RIGHTS OF WAY OF A PUBLIC OR PRIVATE NATURE THAT ARE VISIBLE, OR APPARENT, OR OF RECORD DESCRIBED IN ASPEN TITLE & ESCROW'S TITLE INSURANCE, FILE NO.: ATE-2022-86-C3, OR OTHER SOURCES AS SPECIFIED ON jyF.j,.4RF.OVEMENT SURVEY PLAT.: GEOFFhC t R f 1 L.5. #37997 GRK 18047 Nlay 5, 2022 G:\2018\18047-Hunt Ranch\SURVEY\SURVEY DWGs\32039ISP Lot 7\32Q391SP LOT 7