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1141IMPROVEMENT SURVEY PLAT & PARTIAL TOPOGRAPHY I I I PARCEL 3 - MOSHER SUBDIVISION TRACT 72 OF SECTION 23 CEDAR LANE SET NO. 5REBAR Fr I ; I TOWNSHIP 5 SOUTH, RANGE 84 WEST OF THE 6TH PM 50 WIDE ROAD EASEMENT 1-1 /4" ORANGE PLASTIC BOOK 233 PACE 414 GRAVEL ROADWAY CAP TNC PLS38125 COUNTY OF EAGLE, STATE OF COLORADO I f. WITNESS CORNER TO AP 4 OF TRACT 73 12" PVC / I / , \\ , N \\ ao \ �s I I• I o FOUND 1 " IRON PIPE CULVERT _ �':. ;� / 1 o N '; s \ , I I' I ) NO IDENTI FICATION m I. o o PROPOSED I 1 \ \ { ( I BUILDING I \ \ \ \ (- I PARCEL G. I.:Im.:I Ld rrl `� u Ln/ ► i tSPLI7\ \ T I 1 MOSRER LANE GRAVEL ROADWAY I L00 LO Ld oZ PARCEL 3 :L 50 WIDE ROAD 9.646+ ACl-?ES xI I Rl( }HT -OF -WAY BOOK 464 PACE 45 Li o I ( I o x m L SINGLE LEVEL I I m MODULAR HOME 177 MOSRER LANE SHED w (7.0'X 7.0') x 0 r — 24.5 I DECK (Er STEPS I , w � (TYPICAL) I. I.... o I" `X PROPANE Nm TANK wo 24.1' I ... — — — — — GRAVEL DRIVEWAY — -- -- �` FOUND NO. 5 REBAR Fr 1-1/4"RED PLASTIC CAP MARKED "SFrW" ILLEGIBLE LS NUMBER ?DITO COLORADO LAW YOU MUST COMMENCE ANY LEGAL JPO ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS ;T COVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION JY FECTIN THIS SURVEY BE COMMENCED MORE THAN TEN IE TE OF CERTIFICATION SHOWN HEREON. SHED (BASIS rRRrGATroN w£rR I 'I (BASIS OF BEARINGS) go vd Q m AND PUMP ' D G WFSr 683.59' RUN x 5.OV.=I — — - I WZSr 708.59'IRUENUR'IH .. SITE BENCHMARK FOUND NO. 5 REBAR Fr 1-112" ALUMINUM CAP LS2826? ELEVATION=7199.23 LEGEND ❑Q ELECTRICAL METER ❑ TELEPRONE PEDESTAL LEACTI FIELD INSPECTION PORT 0 WATER MANROL£ T TELEPRON£ MARKER - GAS MARKER c -Q-3 POWER POLE c-- GUY ANCROR OE OVERREAD ELECTRIC LINE —X—X WIRE FENCE w MARKED WATER LINE ❑ ❑ ❑ SPLIT -RAIL FENCE PROPERTY DESCRIPTION: 4 0 20' 40' 80' SCALE: 1 " = 40' A PARCEL OF LAND NUMBERED 3 AS SHOWN ON A SURVEY OF PARTS OF TRACT 72 AND 73 TOWNSHIP 5 SOUTH, RANGE 84 WEST OF THE 6TH P.M, RECORDED FEBRUARY 14, 1974 IN BOOK 233 AT PAGE 414; SAID PARCEL BEING DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE CENTER OF A 50' (FEET) ROAD EASEMENT WHENCE AN IRON POST WITH A BRASS CAP FOUND AND PROPERLY MARKED AS ANGLE POINT NO. 4 OF SAID TRACT 73 BEARS S48°5212211E A DISTANCE OF 1853.42 FEET; THENCE S00°13'36"W A DISTANCE OF 615.50 FEET, THENCE WEST A DISTANCE OF 708.60 FEET, THENCE N00°2338"E A DISTANCE OF 615.51 FEET TO A POINT ON THE CENTER OF SAID ROAD EASEMENT; THENCE EAST A DISTANCE OF 706.80 FEET ALONG THE CENTER OF SAID ROAD EASEMENT TO THE POINT OF BEGINNING; EXCEPT THAT PORTION OF SAID PROPERTY CONVEYED TO THE COUNTY OF EAGLE FOR A 50' (FEET) ROAD EASEMENT IN DEED RECORDED IN BOOK 464 AT PAGE 45, COUNTY OF EAGLE, STATE OF COLORADO ALSO KNOWN BY STREET AND NUMBER AS: 177 MOSHER LANE, EAGLE, CO 81631 SURVEY NOTES: 1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF WEST ALONG THE SOUTH PROPERTY LINE BETWEEN A FOUND REBAR AND 1-1/2" ALUMINUM CAP LS2826? AND A FOUND REBAR AND 1-1/4" RED PLASTIC CAP MARKED "S&W" AS SHOWN HEREON. 2. DATE OF FIELD SURVEY: MARCH 30, 2018. 3. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET. 4. THIS SURVEY IS BASED ON ON A SURVEY OF PARTS OF TRACT 72 AND 73 RECORDED FEBRUARY 14, 1974 IN BOOK 233 AT PAGE 414, ROAD RIGHT-OF-WAY RECORDED JUNE 9, 1987 IN BOOK 464 AT PAGE 45 AND CORNERS FOUND IN PLACE AS SHOWN HEREON. 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, THEREFORE, ANY EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY TRUE NORTH COLORADO, LLC 6. ELEVATIONS SHOWN HEREON ARE BASED ON GPS OBSERVATIONS UTILIZING THE CONTINUOUS OPERATING REFERENCE STATIONS (CORS) THROUGH THE MESA COUNTY RTVRN NETWORK BROAD CASTING NORTH AMERICAN VERTICAL DATUM (NAVD88) YIELDING AN SITE BENCHMARK ELEVATION OF 7199.23. 7. CONTOUR INTERVAL EQUALS 1 FOOT. SURVEYOR'S CERTIFICATION I, RODNEY P. KISER, HEREBY CERTIFY TO MICHAEL WILSON, THAT THIS IS AN "IMPROVEMENT SURVEY PLAT" AS DEFINED BY C.R.S.38-51-102(9) AND SAID FIELD SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE 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 PLATTED EASEMENTS. RODNEY P. KISER LICENSED PROFESSIONAL LAND SURVEYOR COLORADO REGISTRATION NO. 38215 COUNTY SURVEYOR'S CERTIFICATE DEPOSITED THIS DAY OF r•M 201) AT • M. IN BOOK OF THE EAGLE COUNTY SURVEYOR'S LAND SURVEY PLATS/RIGHTS-OF-WAYS= URVEN EAL. THIS LAND SURVEY PLAT COMPLIES WITH SECTION 38-51-106(1), OF THE COLORADO REVISED STATUTES. i) A A Wl 0 t A COUNTY SUR1iMR COLORADO A LAND SURVEYING AND MAPPING COMPANY MICHAEL WILSON IMPROVEMENT SURVEY PLAT PARCEL 3, A PORTION OF TRACT 72 & 73 COUNTY OF EAGLE - STATE OF COLORADO 0o LIC TRUE NORTH COLORADO LLC. OQ.P�..•••..FtiS, A LAND SURVEYING AND MAPPING COMPANY 0��.•0�c-4 P Itis :�O 1118 BENNETT AVENUE U O GLENWOOD SPRINGS, COLORADO 81601 .40 r3 21 o (970) 945-1105 D ��; - www.truenorthcolorado.com • PROJECT NO: 2oi8-143 D RPK SHEET DATE: APRIL 23, 2o18 SURVEYED 1 OF 1 LDV