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0962cc W m z 0 z_ Q cc 0 IM W C z z cc W z rrz a a W m z z_ a cc 0 0 m w z Z u� w� Cl L, o m z � � z w z z T Un m Lf 0 o Lij w 0 LL cn a 0 z z_ w W a o s z �w °rc a 0 Q O w z n CC a W w z z . a UDW 0 a 0 L Q 0 z z„ w a o m L z z� . Q O s LL o �z PROPERTY DESCRIPTION: (PER TITLE COMMITMENT) THE E1/2 SW1 /4 AND S1/2 SE1 /4 OF SECTION 32, TOWNSHIP 6 SOUTH, RANGE 80 WEST OF THE 6TH P. M., NOW BEING TRACT 51 UNDER INDEPENDENT RESURVEY, EXCEPT A TRACT OF LAND CONVEYED IN DOCUMENT RECORDED FEBRUARY 25, 1971 UNDER RECEPTION NO. 115474, DESCRIBED AS FOLLOWS: THAT PART OF TRACT 51 CONTAINED IN SECTIONS 31 AND 32, TOWNSHIP 6 SOUTH, RANGE 80 WEST OF THE 6TH P.M.; AND SECTIONS 5 AND 6, TOWNSHIP 7 SOUTH, RANGE 80 WEST OF THE 6TH P.M. DESCIBED AS FOLLOWS: BEGINNING AT A POINT 380.82 FEET SOUTH OF THE EAST 1/4 CORNER, SECTION 31, T6S, R80W OF THE 6TH P.M.; THENCE WEST 551.1 FEET TO THE TRACT CORNER No. 2; THENCE SOUTH 2640 FEET 0• TO TRACT CORNER No. 3; THENCE EAST 2145 FEET; THENCE NORTH 1320 FEET; THENCE WEST 825 N89'54'27"E 1790.79' - - �� ' S FEET TO TRACT CORNER No. 6; THENCE NORTH 1320 TO TRACT CORNER No. 1; THENCE WEST 768.9 07 --- - - -� -- -- -- - - - - - -- - - - -� -- --- - - -� -- -- -- ��---- "�-- - - -- -- -- - -�� -- T6S R80W4 FEET TO THE POINT OF BEGINNING. S32 COMPRISING APPROXIMATELY 55 ACRES, MORE OR LESS. i AP 5 COUNTY OF EAGLE, STATE OF COLORADO. 1 ANGLE POINT 5, TRACT 51 / TR 51 FOUND 2 1/2" U.S.G.L.O. BRASS CAP / I 193A, FOUND #5 REBAR W/ ON 1" IRON PIPE / 1 NOTES: I 1 1/2" ALUMINUM CAP 1.5' ABOVE GRADE L.S. # 4551 / 1 1) DATE OF SURVEY: 11/07/13 I 1 / 2) LAND TITLE GUARANTEE COMPANY COMMITMENT NO. V50037333, DATED I / I 10/15/13 WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. / I 1 / I 3) COLORADO ACTION BASED UPON A Y DEFECT INyT U MN LEGAL THIS SURVEY WITHIN THREE YEARS 1 / AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY I 1 ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE / 1 THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN 1 / I HEREON. I / 4) 5AOIF LINE OF NORTH AS SHOWN AND POINTS AND DESCRIBED HEREON. / 5) THE U.S. SURVEY FOOT IS THE LINEAL UNIT USED FOR THE DIMENSIONS I / 1 ON THIS PLAT. / 1 6) NO BUILDINGS OR FENCES ON PROPERTY. 1 7) CENTERLINE OF 80' HIGHWAY RIGHT -OF -WAY SHOWN HEREON IS CALCULATED PER "AS CONSTRUCTED" HIGHWAY ALIGNMENT DEPICTED ON U.S.D.A. BUREAU OF PUBLIC ROADS MAP OF "ROUTE 36 TENNESSEE PASS HIGHWAY" AND FIT TO EXISTING ROAD LOCATION. SAID MAP IS NOT SIGNED OR DATED. 8) A DOCUMENT RECORDED AS AN AGREEMENT ON MAY 12, 1972, AT RECEPTION No. 119831, I PART OF TRACT 51 ��/ 1 BOOK 224, PAGE 85; WHEREAS JACK ELLIOTT SPECIFICALLY RETAINS TWO ACRES OF LAND WITHIN THIS PARCEL, LOCATION TO BE DETERMINED AT A LATER DATE. 1 55 ACRES (DEED) o NO DOCUMENTATION HAS BEEN PROVIDED BY THE TITLE COMPANY FOR A DEED DESCRIBING SAID 54.281 ACRES (MEAS— INCLUDING HWY 24 R.O.W.) �o./ 1 TWO ACRES, AS STATED WITHIN THE DOCUMENT, OR WHETHER SAID AGREEMENT WAS LATER ABANDONED. I 51.919 ACRES (MEAS— EXCLUDING HWY 24 R.O.W.) Zi ** SEE NOTE #8 N OO I 1 PART OF TRACT 51 / N IIV I / • (n 0 I O (R.N. 115474)1 /' 0 1 m G i I /. / Iw CA CENTERLINE 80' N CAI HIGHWAY RIGHT -OF -WAY / (� 2.362 ACRES (CALC) / �p OI (BOOK 106, PAGE 153) (SEE NOTE #7) / I / I 1/4 CORNER S 32 / - \� \ FOUND 2 1/2" U.S.G.L.O. BRASS CAP / i 40 / \` \ ON 1" IRON PIPE 0 I I / 1 / 1 S32 •r^� 1 1 / / 40' A-155'32'00" \ \ \ 4 1 / / R= 170.00' \ I L =461.5 I / / T= 784.07' (CALC) \\ \` \\ 1933 1 0' 100' 200' 300' / BRG= S63.27 00 W (CALC) ' C LEN = 332.28' (CALC) \\ \ \\ • \ I SCALE: 1" =100' `o \ S \S�� \ H63• 1 1 , ' cNr FOUND #5 REBAR W/ ' I \ ` \ �, 1 1 1/2" ALUMINUM CAP I I i � A =41'53 41 \ \ \ SURVEYORS CERTIFICATE: 4551 " (CALC) \ I I Stan Hogfeldt, a Professional Land Surveyor, registered under the L.S. # 1 I R= 220.00' \ \ ( laws of the State of Colorado, do hereby certify that this Land Survey 1 -----+,L=160.86' (CALC) \ \ \ Plat was made by me and /or under my supervision, and that the survey is T =84.22' (CALC) \ . \ BRG =S06.37'50 "W (CALC) \ \ \ . \ I accurate and correct to' the best of my knowledge. C LEN = 157.30' (CALC) \ \ �•�•�` f { + ��,'''•.,� 272.56' (CALC��-- r�1� -- -- -_ - \ =- - -y,_- - 87372' (CALC) eld --- " - -�• -- - �,0 S, Stan Hogft \ / S89026'45"W 1768.19 Colorado P.L.S. 65�.„'� o'O TR 1 5 9 e ANGLE POINT 4, TRACT 51 � AP 41S5 � � � � � • `°? T7S R80W Date: i / FOUND 2 1/2" U.S.G.L.O. BRASS CAP � ON 1" IRON PIPE 1934 s'�f /�'••.....••'••S �• \ / 1.5' ABOVE GRADE '�i1( ��11�`�•.•`• 10, ool .101 fi� : p / Deposited this - -- - -day of -� - --� 20 jl. at _ — O -�_M, in — — — Book _- -L of the Eagle County Surveyor's Land Survey Plats at Page Reception Number ------- - - - - -- 41199 HIGHWAY 6 & 24, EAGLE -VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949 -1406