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Home My WebLink AboutPlans (2)50 IMPROVEMENT SURVEY A PARCEL OF LAND SITUATED IN THE SW 1 /4 OF SEC. 25 TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE 6th P.M., GARFIELD COUNTY, COLORADO 0 25 50 100 SCALE: 1 INCH = 50 FEET NOTES: SET REBAR & CAP LS 26950 1) BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF S.00'09'491. BETWEEN THE WEST QUARTER CORNER OF SECTION 25, AND THE SOUTHWEST CORNER OF SECTION 25, BOTH BEING B.L.M. ALUMINUM CAPS FOUND IN PLACE. I l FOUND REBAR & CAP LS 118478 N88'11'071W I REC. NO. 315002 ppWER°`E 210.04' FOUND REBAR & ILLEGIBLE CAP WITNESS CORNER I SET REBAR & CAP \ LS 126950 2) THE SIZE AND LOCATIONS OF CANYON CREEK AND THE EXISTING DITCH ARE APPROXIMATE. 3) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS RIGHTS -OF -WAYS, AND RESTRICTIONS AS NOTED ON A TITLE COMMITMENT REFERENCED HEREON, AS SUCH ITEMS MAY AFFECT THIS PROPERTY. 4) BOUNDARY DIMENSIONS AND INFORMATION ARE SHOWN ACCORDING TO RECORD I o I INFORMATION AND MONUMENTATION AS FOUND AND DESCRIBED HEREON. NOTICE ACCORDING TO COLORADO LAW. YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN 3 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. FIELD TIE: 52742'12'W 2008.23' RECORD TIE: 522'45'231V 200869' ( 588'0028 W SET REBAR & CAP LS 22580 I SET WITNESS CORNER REBAR & CAP LS 22580 LEGAL DESCRIPTION A PARCEL OF LAND SITUATED IN THE NW1/4SWI/4 OF SECTION 25, TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE SIXTH PRINCIPAL MERIDIAN. LYING WESTERLY OF THE CENTERLINE OF CANYON CREEK AND EASTERLY OF THE EASTERLY RIGHT OF WAY LINE OF A COUNTY ROAD AS CONSTRUCTED AND IN PLACE, SAID PARCEL OF LAND BEING DESCRIBED AS FOLLOWS BEGINNING AT A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF SAID ROAD, WHENCE A STONE CORNER FOUND IN PLACE AND PROPERLY MARKED FOR THE SOUTHWEST CORNER OF SAID SECTION 25 BEARS: S.22'45231W. 2008.69 FEET; THENCE N,0131'21"W. 356.53 FEET ALONG THE EASTERLY RIGHT OF WAY LINE OF SAID ROAD; THENCE N. 20'1'17'59"W. 81.08 FEET ALONG THE EASTERLY RIGHT OF WAY LINE OF SAID ROAD; THENCE N.19'14'25"W. 100.20 FEET ALONG THE EASTERLY RIGHT OF WAY LINE OF SAID ROAD; THENCE N.0612'13"W. 82.85 FEET ALONG THE EASTERLY RIGHT OF WAY LINE OF SAID ROAD; THENCE N.0700'43E. 58.98 FEET ALONG THE EASTERLY RIGHT OF WAY LINE OF SAID ROAD; THENCE S.88111071. 210.04 FEET TO A POINT IN THE CENTER OF SAID CREEK; THENCE S.16'59'39 E. 79.52 FEET ALONG THE CENTER OF SAID CREEK; THENCE 5.2718'55"E. 165.76 FEET ALONG THE CENTER OF SAID CREEK; THENCE 52220'20"W. 176.98 FEET ALONG THE CENTER OF SAID CREEK; THENCE S.04'59'024 270.22 FEET ALONG THE CENTER OF SAID CREEK' THENCE 58757'53"W. 146.22 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF SAID ROAD, THE POINT OF BEGINNING. COUNTY OF GARFIELD, STATE OF COLORADO PROPERTY DESCRIPTION AS SURVEYED A PARCEL OF LAND SITUATED IN THE NW1/4SW1/4 OF SECTION 25, TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL LYING WESTERLY OF THE CENTERLINE OF CANYON CREEK AND EASTERLY OF THE EASTERLY RIGHT-OF-WAY LINE OF A COUNTY ROAD AS CON"TRUCTED AND IN PLACE, SAID PARCEL OF LAND BEING DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF SAID ROAD, WHENCE A B.L.M. ALUMINUM CAP FOUND IN PLACE AT THE SOUTHWEST CORNER OF SAID SECTION" 25 BEARS 5.22'42'12"W. 2008.23 FEET (RECORD TIE: S22'45'3'W: 200&69); 'MENU ,4LUNG THE EASTERLY RIGHT-OF-WAY LINE OF SAID ROAD ThE FOLLOWING FIVE (5) COURSES: 1) N.01'3121 "W. 356.53 FEET; 2} N.20'17'59"W. 81.08 FEET; 3) N.19'14'25"W. 100.20 FEET; 4) N.06'12'131W. 8285 FEET; 5) N.0700113t. 58.98 FEET; THENCE 588'11'07. 210.04 FEET TO A POINT ON THE CENTERLINE OF CANYON CREEK; THENCE ALONG SAID CENTERLINE THE FOLLOWING FOUR (4) COURSES: 1) S.16 59 39"E. 79.52 FEET; 2) S27'181551. 165.76 FEET; 3) 5.22'20'20"W. 176.98 FEET; 4) 50459'02"W. 270.22 FEET; THENCE 588"00'28"W. 146.21 FEET (RECORD CALL: S.8757'531W. 146.22 FEET) TO THE POINT OF BEG'NNING, SAID PARCEL CONTAINING 3.13 ACRES, MORE OR LESS. IMPROVEMENT SURVEY CERTIFICATE I HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY SCARROW & WALKER, INC. FOR KRISTIE F. STEINER AND STEWART TITLE GUARANTY COMPANY OF GLENWOOD SPRINGS UNDER MY DIRECT SUPERVISION AND CHECKING AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, SEPTEMBER 23, 2002, EXCEPT UTILITY CONNECTIONS ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN. THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. THIS IMPROVEMENT SURVEY DOES NOT REPRESENT A TITLE SEARCH BY SCARROW AND WALKER. INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. ALL INFORMATION REGARDING OWNERSHIP, EASEMENTS AND OTHER ENCUMBRANCES OF RECORD WAS OBTAINED FROM AND SUBJECT TO A TITLE INSURANCE COMMITMENT ISSUED BY STEWART TITLE OF GLENWOOD SPRINGS, FILE NO. 01330-8290, EFFECTIVE DATE MAY 9, 2012. ,s a RE crp,0 Gf,» �} M Tact `off ,DygL1,0,4ce DON A. BAGENT COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR 126950 FOR AND ON BEHALF OF SCARROW & WALKER, INC. U, nc r it N 0 cn J 0 w C9 w 0 to 1 O Co to Cco 03 o U I vf E„- -6 0 vao co .moi �v O 3 m C, date !name no, Idescription of revisions sheet no. O PREPARED FOR: