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HomeMy WebLinkAbout1245`R—L/J.VV f (D=06'27'20') (L=30.98') (CB=N84 51'25"W) (CL=30.97') IMPROVEMENT SURVEY PLAT Lot 21 Final Plat Amendment No.8, Eaglebend Subdivision Filing No.2, Located in the SW 1/4 Section 7 Township 5 South, Range 81 West of the 6th P.m. Town of Avon, Eagle County, Colorado 0. FOUND 2" BRASS CAP IN CONCRETE LS13901 >�,;? (NW COR. EAGLEBEND FILING NO.2)DID NOT DIG -UP MNUENT TO 2VERIFY SIZE/MATERIALOOFM MONUMENTr�$•� JL 66 /.zoo, 12Qn O) e / / / / EAGLEBEND DR. PAVED ROADWAY (50' R.O.W.) PROPERTY DESCRIPTION LOT 21 OF THE "FINAL PLAT AMENDMENT NO.8 EAGLEBEND SUBDIVISION FILING NO.2, LOT 19 AND A RESUBDIVISION OF TRACT B, BLOCK 1, AMENDMENT NO.7 EAGLEBEND SUBDIVISION FILING NO.2," RECORDED SEPTEMBER 14, 1994 AT BOOK 649, PAGE 927 AS RECEPTION NO. 545967, EAGLE COUNTY, COLORADO. NOTES 1. DATE OF SURVEY: JUNE 26 TO JULY 9TH 2O20. 2. POSTED ADDRESS: 5381 EAGLEBEND DRIVE. 3. BEARINGS ARE BASED ON THE LINE BETWEEN THE NORTHEAST AND NORTHWEST CORNERS OF EAGLEBEND SUBDIVISION FILING NO.2, BOTH BEING FOUND 2" BRASS CAPS LS13901 SET IN CONCRETE AND HAVING A BEARING OF N64'22'00"W AS SHOWN HEREON. BEARING WAS DERIVED FROM THE FINAL PLAT AMENDMENT NO.8, EAGLEBEND SUBDIVISION FILING NO.2, LOT 19 AND A RESUBDIVISION OF TRACT B, BLOCK 1, AMENDMENT NO.7 EAGLEBEND SUBDIVISION FILING NO.2, RECORDED SEPTEMBER 14, 1994 AT BOOK 649, PAGE 927 AS RECEPTION NO. 545967, EAGLE �T N COUNTY, COLORADO. \ 0 10 20 4. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET. ND 2" BRASS CAP ,ONCRETE LS13901 5. THIS IMPROVEMENT SURVEY PLAT IS BASED ON THE FINAL PLAT AMENDMENT NO.8, EAGLEBEND EAGLEBEND FILING NO.2) SUBDIVISION FILING NO.2, LOT 19 AND A RESUBDIVISION OF TRACT B, BLOCK 1, AMENDMENT NO.7 DIG -UP MONUMENT TO SCALE: 1 "=10' EAGLEBEND SUBDIVISION FILING NO.2, RECORDED SEPTEMBER 14, 1994 AT BOOK 649, PAGE 927 /MATERIAL OF MONUMENT AS RECEPTION NO. 545967, EAGLE COUNTY, COLORADO. 6. THIS IMPROVEMENT SURVEY PLAT DOES NOT CONSTITUTE A TITLE SEARCH BY MERIDIAN LAND SURVEYING, LLC. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS -OF -WAY AND/OR TITLE OF RECORD, MERIDIAN LAND SURVEYING LLC. RELIED UPON TITLE COMMITMENT NO. 598-FO674082-158-1TM AMENDMENT NO. 1 ISSUED BY FIDELITY NATIONAL TITLE COMPANY, LEGEND COMMITMENT DATE: JUNE 16, 2020. OO FOUND PROPERTY CORNER AS DESCRIBED ® SET 1.5" ALUMINUM CAP LS38403 ON #5 REBAR A GAS LINE VENT PIPE (STEEL) -� BURIED GAS SIGN ® SEWER CLEANOUT (PVC) SURVEYOR'S CERTIFICATION © GAS METER I, 0. ERON WATTS, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, HEREBY CERTIFY 191 ELECTRIC METER THAT THIS "IMPROVEMENT SURVEY PLAT" AS DEFINED BY C.R.S. 38-51-102 WAS PREPARED FOR GEORGE AND KAREN PECK AND IS THE RESULT OF A MONUMENTED LAND SURVEY PERFORMED BY ME —go-- FENCE (AS DESCRIBED) OR UNDER MY RESPONSIBLE CHARGE, IS BASED UPON THE PROFESSIONAL LAND SURVEYORS KNOWLEDGE, INFORMATION AND BELIEF, IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE CULVERT (AS DESCRIBED) AND IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. () RECORD MEASUREMENTS 0. ERON WATTS, PLS 38403 COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR 'Ij p S a�R a a:'tic4stR 33 u41: � exae ".. Ui'14 L L 04 COUNTY SURVEYORS CERTIFICATE DEPOSITED THIS Iq ,,rtDAY OF IRhl LA, ARA 20,-J.L AT 1.45 f?.M. IN BOOK OF THE EAGLE COUNTY SURVEYOR'S LAND SURVEY PLATS/RIGHTS-OF-WAY SURVEYS AT PAGE -1 214 rm THIS LAND SURVEY PLAT COMPLIES WITH SECTION 38-51-102 OF THE COLORADO REVISED STATUTES. COUNTY SURVEYOR NOME: 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 the certification shown hereon.