Loading...
1154n V Improvement Survey Plat Section 26, Township 5 South, Range 81 West of the 6th Principal Meridian COUNTY OF EAGLE, STATE OF COLORADO LEGAL DESCRIPTION: Parcel l: Lot 12, Final Plat, Meyer Subdivision, a Resubdivision of Lots 10 and 12, Block G, Booco's Addition to the Town of Minturn, According to the plat recorded September 19, 2002 as Reception No. 929947, County of Eagle, State of Colorado. Parcel 2: A parcel of land located in the Town of Minturn, Section 26, Township 5 South, Range 81 West of the Sixth Principal Meridian, County of Eagle, State of Colorado, being more particularly described by metes and bounds as follows: Beginning at the Southerly corner of Lot 12, Meyer Subdivision, plat filed for record September 19, 2005 at Reception No. 929947, in the Eagle County Clerk and Recorder's office, County of Eagle, State of Colorado; thence along the Northeasterly property line of said Lot 12, N 39022'04" W a distance of 137.60 feet to the Northerly corner of said Lot 12; thence N 62051'00" E 30.98 feet to a point on the ordinary high water mark/line of the Eagle River; thence along the said ordinary high water mark/line the following three(3) courses: 1) S 39118'52" E a distance of 45.38 feet to a point; 2) S 21012'21" E a distance of 42.76 feet to a point; 3) S 41127'15" E a distance of 43.63 feet to the Northwesterly corner of a parcel of land described in Quit Claim Deed Reception No. 201223569 and being shown on a Improvment Survey Plat, recorded in the Eagle County Engineering office under Map No. 1029 and 1030; thence along the Westerly line of said parcel described in Quit Claim Deed Reception No. 201223569, S 46113'04" W a distance of 18.55 feet to the point of beginning, County on Eagle, State of Colorado. SURVEYOR'S STATEMENT I, Leland Lechner, do hereby certify to Daphne Bernicker, Eric Bernicker and Stewart Title Guaranty Co. that I am a Professional Land Surveyor licensed under the laws of the State of Colorado, that this Improvement Survey Plat is based upon a field survey under my direct supervision and correctly shows the location and dimensions of the improvements and parcel as the same are staked upon the ground in compliance with applicable regulations governing the surveying of land. Specifically I further certify that this Improvement Survey Plat meets all of the requirements of CRS 38-51-102(9). found a 5/8" rebar with a In Witn eof, I have set my hand and seal this 8th day of October, 2018. 1 1/2" aluminum cap -1-01 "unreadable" 0 25� \A \ paved parking Pat! o \ o M \ found 5/8" rebar with a 1 �, \ CD \ mss\ 1 112" aluminum cap stamp LS 4557 \ Z19- 70, \ \1 found a 518" rebar with a 112" aluminum 0. Water Mark/Line \°� set a 5/8" rebar with a 1 1/2" yellow plastic cap stamped PLS 23506 cap stamped PLS 23089 � ' � epl J Per Legal Description 3O 6Q 6) Scale 1 "=20' \ \ found a 5I8" rebar with a 1118"aluminum Nrp`Z�o53g1 ��'p,,�ci 0 \ ti• Q2 td \ cap stafnped PLS 4551 N 6 p� 0 10 20 30 deck �U&'Vg, \ o °of �� 6'- 518" Rec No. 649236 z ' seta rebar with a \ Ifo Parcel ° 11/z'yellow plastic PLS 23506 Lot 9 \ 1Q1 g5 \ \sem, \� Easement Rec. �s 0.07 Acres cap stamped �No. 201815246set Decree at Rec. a 11/2" yellow plastic o`1 J � 56 cap stamped PLS 23506 62 TOO 3 ��1g2 2 \A Lot 12 ti3 \ \ 0.27 Acres No. 23506 °�Address: 25 Harrison Avenue �Z" \ \ \ \ 0 2\ N6 'N, L. fence paved driveway V manhole \ \ ,Po italic courses are measured F \ paved parking Pat! o \ o M \ found 5/8" rebar with a 1 �, \ CD \ mss\ 1 112" aluminum cap stamp LS 4557 \ Z19- 70, � U.5" o i n / S 89°30'04" W S 89 39 08 W 0. Water Mark/Line \°� set a 5/8" rebar with a 1 1/2" yellow plastic cap stamped PLS 23506 \ .��� ° S 62of31 � ' � epl J Per Legal Description \°2�% \ Pppe�e�`Po po��og Parcel at Rec. No. 201223569 house 0 \ ti• Q2 td \ \ u' \8? � deck Deck Encroachment Easement deck �U&'Vg, \ o °of �� 6'- 518" Rec No. 649236 seta rebar with a \ Ifo Parcel ° 11/z'yellow plastic PLS 23506 Z 0.07 Acres cap stamped a O� Decree at Rec. Lot 12 ti3 \ \ 0.27 Acres No. 23506 °�Address: 25 Harrison Avenue �Z" \ \ \ \ 0 2\ N6 'N, L. fence paved driveway V manhole \ \ ,Po italic courses are measured F Notes: 1) Recorded information and the legal description was provided by Stewart Title Guaranty Company. The easements listed on Commitment No. 292285 that lie within the subject property and are described in a way that allows them to be drawn, are shown on the drawing. 2) The bearings are based upon monuments found at the Southerly Angle point of Lot 12 and the North corner of Parcel 2 having a bearing of N 30°45'25" E. The monuments found and set are described on the drawing. 3) The lineal units are in U.S. survey feet. EAGLE COUNTY RECORDS STATEMENT J found 5/8" rebar with ° a 1 1/2" aluminum cap stamped PLS 38079 c NC. found 518" re r with a 11/2" al inum cap ( ill le) COUNTY SURVEYOR'S CERTIFICATE sr Deposited this c� day of 20ff at 0;/' .m. in BookO.%,._of the Eagle Count `Surveyor's Land -Survey Survey Plats/Rights- of-Way Surveys at Page ` ' This Land Survey Plat complies witl- Section 38-51-102, of the Colorado Revised Statutes. This Improvement Survey Plat was deposited with the Eagle County Engineering Department on this day of , 2018. 0 Note: According to Colorado law, you must commence any legal action based upon any defect on 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. Leland Lechner PLS 30946 County Rd. 356, Buena Vista, Co. 81211 ( 719 ) 395-9160 \ paved parking barn st M \ found 5/8" rebar with a 1 �, \ Lot 10 1 112" aluminum cap stamp LS 4557 5.0' 'w9.6x ,fence � U.5" o i n / S 89°30'04" W S 89 39 08 W 130.93' 131.91' set a 5/8" rebar with a 1 1/2" yellow plastic cap stamped PLS 23506 \ .��� ° S 62of31 � ' � epl J manhole \', Pppe�e�`Po po��og Parcel at Rec. No. 201223569 P�e�ve J / Z /J J a O� C3` 00 0� o`1 J � 56 ��1g2 Notes: 1) Recorded information and the legal description was provided by Stewart Title Guaranty Company. The easements listed on Commitment No. 292285 that lie within the subject property and are described in a way that allows them to be drawn, are shown on the drawing. 2) The bearings are based upon monuments found at the Southerly Angle point of Lot 12 and the North corner of Parcel 2 having a bearing of N 30°45'25" E. The monuments found and set are described on the drawing. 3) The lineal units are in U.S. survey feet. EAGLE COUNTY RECORDS STATEMENT J found 5/8" rebar with ° a 1 1/2" aluminum cap stamped PLS 38079 c NC. found 518" re r with a 11/2" al inum cap ( ill le) COUNTY SURVEYOR'S CERTIFICATE sr Deposited this c� day of 20ff at 0;/' .m. in BookO.%,._of the Eagle Count `Surveyor's Land -Survey Survey Plats/Rights- of-Way Surveys at Page ` ' This Land Survey Plat complies witl- Section 38-51-102, of the Colorado Revised Statutes. This Improvement Survey Plat was deposited with the Eagle County Engineering Department on this day of , 2018. 0 Note: According to Colorado law, you must commence any legal action based upon any defect on 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. Leland Lechner PLS 30946 County Rd. 356, Buena Vista, Co. 81211 ( 719 ) 395-9160