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1182I I I FOUN OD 2.5" BRASS CAP N 1" PIPE, A.P. 3 TRACT 90, 20.46' WITNESS CORNER USGLO, 1918 S88' 28' 50"E 20.46' _ _NO' 46' 02"W 407.35'11E z_. i REC.NO. 201713248 GARY R. AND DACIA WOODWORTH PARCEL A PART OF TRACT 92, SECTION 18 TSS, R85W, 6TH P.M. FOUND SURVEY MONUMENT 1.5" ALUMINUM CAP ON #5 REBAR, LS #6826 (TYPICAL) R=121112' 'us017- L =g6 30' CHB NO 20' 0 o CH. B. =N1O 7O 34'E 9 58'4 " �= C11 L. = 96.27' (P) CH.�'_96.16' 4 E Z15;d =4°3320" mem D D q� (R = PLATTED BEARING AND DISTANCE 10,(o (.+ o I A parcel of land situated in Tract 90, Section 18, Township 5 South, Range 85 West of the Sixth Principal Meridian, County of Eagle, State of Colorado, said parcel being more particularly described as follows: COMMENCING at Angle Point No. 2 of said Tract 90; thence along the west line of said Tract 90, S 00'46'02" E, 56.17 feet to a point on the southerly right of way line of a road as constructed and in place, and being the POINT OF BEGINNING. Said bearing/ tract line being the basis of bearings for this legal description; thence continuing along said west Tract line, S00`46'02" E, 787.27 feet to a point on the westerly right of way line of County Road 307; thence the following four (4) courses along said westerly right of way line of County Road 307; 1) 96.20 feet along the arc of a curve to the right, having a radius of 1030.17 feet and a central angle of 05'21'01", and a chord bearing N 9°58'44" E, 96.16 feet; 2) N 12-29'21" E, 347.62 feet; 3) 208.65 feet along the arc of a curve to the right having a radius of 837.80 and a central angle of 14°16'09" and a chord bearing N 19°36'54" E, 208.11 feet; 4) N 26°48'43" E, 159.43 feet; thence leaving said right of way, 73.39 feet along the arc of a curve to the left having a radius of 35.00 feet and a central angle of 120°08'30", and a chord bearing N 33'18'15" W, 60.67 feet; thence S 86'37'30" W, 68.67 feet; thence 138.90 feet along a curve to the left having a radius of 452.03 feet and a central angle of 17°36'20" and a chord bearing S 77°49'20" W, 138.35 feet; thence S 69'01'10" W, 7.56 feet to the POINT OF BEGINNING. CONTAINING 1.953 ACRES +- COUNTY OF EAGLE STATE OF COLORADO IMPROVEMENT SURVEY PLAT A Parcel of Land Situated in Tract 90 Section 18, Township 5 South, Range 85 West, County of Eagle, State of Colorado REC.NO. 200733541 ROGER COTTON BROWN PARCEL 2 ROGER BROWN EXEMPTION PLAT FOUND #5 REBAR ON TRACT LINE FOUND SURVEY MONUMENT 1.5" ALUMINUM CAP,ON #5 REBAR, LS #11204 ON TRACT LINE 347.62 ' CENTERLINE RELOCATED 20' WATERLINE EASEMENT RECEPTION NO. 200822993 N BASIS OF BEARINGS Ln T LINE 11_.__ SQ'E 187.27' 12.5' SETBACK X50 SETggCK 105 7 1.953 Cres+- ` 50.0' CCT N12�29'21 "E PJ \ KCOUTY S NCWN RICH ROAD ROAD OF WAY wID T H NOTES 1. ADDRESS: 1053 COTTONWOOD PASS ROAD(POSTED)/ 0776 SLAUGHTER LANE(NOT POSTED) 2. SURVEY DATE: JUNE 3, 2019. 3. U.S. SURVEY FEET WAS USED FOR THIS SURVEY. 4. THE LEGAL DESCRIPTION SHOWN HEREON WAS BASED ON WARRANTY DEED RECORDED JUNE 30, 2012 AT RECEPTION NO. 201211061, IN THE EAGLE COUNTY CLERK AND RECORDERS OFFICE, COUNTY OF EAGLE, STATE OF COLORADO, AND SURVEY MONUMENTS FOUND AT THE TIME OF THE SURVEY. 5. THE LOCATION OF THE SEPTIC SYSTEM LEACH FIELD AND UTILITIES SHOWN HEREON SHOULD BE CONSIDERED APPROXIMATE AND SHOULD BE FIELD VERIFIED. 6. THE BASIS OF BEARINGS USED IS BASED UPON A.P. 2 OF TRACT 90, BEARING S 00°46'02" E, 1250.79 FEET TO THE TRUE CORNER OF A.P. 3 OF TRACT 90 WHICH IS MONUMENTED WITH A WITNESS CORNER 20.46' WESTERLY OF TRUE CORNER AS SHOWN HEREON. BOTH CORNERS BEING FOUND 2 1/2" U.S.G.L.O. BRASS CAPS ON 1" PIPES, 1918. 7. 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 heron. ASPHALT ROAD 0 15 30 60 1 inch = 30 ft. CERTIFICATION; I, Randall P. Kipp, a Professional Land Surveyor in the State of Colorado, do hereby certify that this Improvement Survey Plat was prepared for the Religious Sisters of Mercy, and is the result of a survey performed by me or under my direct supervision, responsibility and checking. I further certify that this Land Survey Plat is in conformance with 38-51-106 C.R.S.: Minimum Standards for Land Plats, and is based on the land surveyors knowledge information and belief, is in accordance with applicable standards of practice, and is not a guaranty or warranty, either expressed or implied. Randall P. Kipp P.L.S. #38079 Colorado Professional Land Surveyor 6th P.M. REC.NO. 200603629 DOUGLAS G. AND COLLEEN A. HILL PARCEL 1 ROGER BROWN EXEMPTION PLAT 4.02' .74' ` !� I u� I . I m I n cu o I v 4 - 29. 1 N 1 I 1 � STNOME 2a.o' 1 1 W 1 �WALKOOT� --- 1 1 1 o1 C� l h 1 \ 11 1 n 1 52 8 1 OHE I z GI ROCK \ SIGN \ \ GRAVEL DRIVE cP. 0, \ 14 .76, C �20 N \ \ 9, 00 GAS ® MAKER POINT OF BEGINNING POINT OF COMMENCEMENT FOUND 2.5" BRASS CAP SO' 46' 02"E ON 1" PIPE, A.P. 2, 5) TRACT 90, USGLO 69.01'10"W (TIE) 1918 7.56' 117,84' GAS / i I METERS GRAVEL i ROAD 12.5' ,i ELECTRIC BREAKER BOX I i SEPTIC LEACH D I FIELD l O M UTILITY POLE R=452.03' L=138.90' CH.B.=S77'49'20"W CH.L.=138.35' 0=17'36'19" %VEL I ;IVE 50' ROAD AND ' UTILITY EASEMENT I REC.NO. 647274 cyl ` ' r O m / I Cz REC.NO. 200612626 SHUTOFF // U SEPTIC WILSON RANCH `, VALVES `� // �^ �^ CLEAN OUT i ww COLORADO LLC. 41-t-Ai7936S\ l WILSON 1 20166S4yF 77, R= 833.79' L =208.28' CH. B. =N19 LT6 372E 01 L. =207.7 YP1 J =1479 ?6 " COUNTY SURVEYOR CERTIFICATION \ \ V_- / ... �`' / o C� M WILSON RANCH \ FOUND SURVEY MONUMENT`f I In \ \1.25" RED PLASTIC CAP \ / ''4 // I LTJ to c PARCELS \ ON #5 REBAR, LS ILLEGIBLE / / I z o6 z I (RE -SET WITH 1.5" ALUMINUM / Q CAP, LS # 38079 / / i J i 759 o / / I CLI LLJ �` o 0 i oCn / M (D 6 00 6• I / 43a I SET SURVEY MONUMENT tV26° 46' 00 2- ��' I 1.5" ALUMINUM CAP ON #5 REBAR, LS 38079 (TYPICAL) 20/ WAT R LWE EdSEME T FffOM SLgUGHT R SP INGS 20' WATER LINE o BOVK 2 PA14'E 926 EASEMENT FROM SLAUGHTER SPRINGS BOOK 2/44 PA�E 963 Deposited this -d--- Day of _a�2�E 201f, at in Book q, of the Eagle County Surveyor's Land Survey Plats/ Rights -of -Way Surveys at Page _L $Z. This Land Survey Plat complies with Section 38-51-102, of the Colorado Revised Statutes. r.N-120 I R-359 L 1 1$5 I CH.B•---�3 36p61 CHL, ' UTILITY GRAVEL 'I I POLE ASPHALT ROAD ROAD I 1 o�0 zIo r�r Z Z M m C'o 00 o co FOUND 3.5" ALUMINUM CAP A.P. 1 TRACT 90 20' WITNESS CORNER LS #26967