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1149� 1 � I I � I I � I L.O T 21 1-1/4" YELLOW PLASTIC ----------------- � � I CAP LS36568 N73'W 2.83' FOUND NO. 4 REBA� / / / / / / / / / / / LOT 22 / I / I / /, A�: / NON-EXCLUSIVE / RI( YT -OF -WAY AND / EASEMENT FOR WINDWARD RANCH SUBDIVISION / BOOK 317 AT PACE 764 / ALONG, MCLAU(�HLIN LANE / ROAD EASEMENT /l RUEDI SHORES METROPOLITAN DISTRICT l RECEPTION NO. 200817038 / / IMPROVEMENT SURVEY PLAT LOT 27, RUEDI SHORES SUBDIVISION, FILING NO. 1 SECTION 6, TOWNSHIP 8 SOUTH, RANGE 84 WEST OF THE 6TH PM COUNTY OF EAGLE, STATE OF COLORADO 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 CERTIFICATION SHOWN HEREON. i / / / / (y,tKL,=33.3uJ NO. 6 REBAR I O m vil ml UI N- �I I FOUND NO. 6 REBAR I I LEGEND 0 TELEPHONE PEDESTAL FIRE HYDRANT c -O-) POWER POLE OE OVERHEAD ELECTRIC LINE PROPERTY DESCRIPTION: 0 10' 20' 40' SCALE: 1 " = 20' LOT 27 RUEDI SHORES SUBDIVISION, FILING NO. 1 ACCORDING TO THE PLAT THEREOF RECORDED JUNE 9, 1969 IN BOOK 215 AT PAGE 358 AS RECEPTION NO. 110857. COUNTY OF EAGLE, STATE OF COLORADO SURVEY NOTES: BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S57°46'23"E ALONG THE NORTHEASTERLY PROPERTY LINE BETWEEN A FOUND NO. 6 REBAR AND A REBAR & 1-1/4" ORANGE PLASTIC CAP LS38215 AS SHOWN HEREON. DATE OF FIELD SURVEY: OCTOBER 12 & 13, 2017. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET. THIS SURVEY IS BASED ON RUEDI SHORES SUBDIVISION, FILING NO. 1 RECORDED JUNE 9, 1969 IN BOOK 215 AT PAGE 358 AS RECEPTION NO. 110857, AN IMPROVEMENT LOCATION SURVEY PREPARED BY SOPRIS ENGINEERING, INC DATED JUNE OF 2004 AND CORNERS FOUND IN PLACE AS SHOWN HEREON. THIS IMPROVEMENT SURVEY PLAT DOES NOT CONSTITUTE A TITLE SEARCH BY TRUE NORTH COLORADO, LLC, FOR ALL INFORMATION REGARDING EASEMENT, RIGHTS-OF-WAY AND/OR TITLE OF RECORD, TRUE NORTH COLORADO, LLC. RELIED UPON TITLE COMMITMENT NO. BAR64001669 ISSUED BY LAND TITLE GUARANTEE COMPANY, EFFECTIVE DATE: OCTOBER 4, 2017. BEARINGS AND DISTANCES SHOWN HEREON ARE BASED ON FIELD MEASUREMENTS. BEARINGS AND DISTANCES SHOWN IN PARENTHESIS ARE OF RECORD SHOWN ON THE RUEDI SHORES SUBDIVISION, FILING NO. 1 RECORDED JUNE 9, 1969 IN BOOK 215 AT PAGE 358 AS RECEPTION NO. 110857. EASEMENT & RIGHT-OF-WAY RECORDED IN BOOK 215 AT PAGE 213 DOES NOT AFFECT THE SUBJECT PROPERTY. SURVEYOR'S CERTIFICATION I, RODNEY P. KISER, HEREBY CERTIFY TO HEIDI BEALE, KARI J. WILLEY AND JENNIFER C. ROGERS, 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 LOCATION OF ALL STRUCTURES, VISIBLE UTILITIES, FENCES, HEDGES, 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, UNDERGROUND UTILITIES, AND TUNNELS DESCRIBED IN THE LAND TITLE GUARANTEE COMPANY'S COMMITMENT FOR TITLE INSURANCE COMMITMENT NO. BAR64001669, OR OTHER SOURCES AS SPECIFIED ON THE IMPROVEMENT SURVEY PLAT. RODNEY P. KISER LICENSED PROFESSIONAL LAND SURVEYOR COLORADO REGISTRATION NO. 38215 COUNTY SURVEYOR'S CERTIFICATE p DEPOSITED THIS _Z DAY OF 2!0l7jAT3 M. IN BOOK JL -OF THE EAGLE COUNTY SURVEYOR'S LAND SURVEY PLATS/RIGHTS-OF-WAY SURVEYS AT PA EHIS LAND SURVEY PLAT COMPLIES WITH SECTION 38-51-106(1), OF THE COLORADO REVISED STATUTES. UNTY SU