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1050LOT 2 FOUND #5 REBAR WITH 1.5' ALUMINUM CAP STAMPED L.S. 16844 LOT 3 I I 1 I I I � I I I 1 I I I I 1 I I I I I I I 1 I I I I 1 i I 1 i I I 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 Pate of certification shown hereon. O O O I 1 W I I -syo SET 15 REBAR WITH 1.5" ALUMINUM CAP STAMPED L.S. 37934 (20.0' WITNESS CORNER) 5' U77LITY & _ DRAINAGE EASEMENT IMPROVEMENT SURVEY PLAT A PORTION OF LOT 15, BLOCK 5 BIGHORN SUBDIVISION FIFTH ADDITION TOWN OF VAIL COUNTY OF EAGLE, STATE OF COLORADO LOT 16 S64 °50'00 "W 144.96' -------------------- — r -------- PARCEL A N I ' I RR TIE PLANTER \ I u 1 ❑T FOUND 05 REBAR NO CAP AFFIXED 1.5" ALUM /NUM CAP STAMPED L.S. 37934 N64'50 *100 "E 144.96' LOT 14 0 10' 20' SCALE: 1"= 10' LECOM O SANITARY SEWER MANHOLE !o FIRE HYDRANT W D4 WATER VALVE 0 TELEPHONE PEDESTAL RV CATV PEDESTAL N N O O ►1 SET #5 REBAR WITH 1.5" ALUMINUM CAP STAMPED L.S. 37934 LOT 5 REBAR #'S VO CAP LOT 6 \SET 15 REBAR WITH 1.5" ALUMINUM CAP STAMPED L.S. 37934 I LEGAL DESMFTM: PARCEL C. A PART OF LOT 15, BLOCK 5, BIGHORN FIFTH ADDITION, SAID PART OF LOT 15 BEING MORE PAR77CULARL Y DESCRIBED AS FOLLOWS.- BEGINNING A T A POINT WHENCE THE SOUTHEAST CORNER OF SAID LOT 15, BLOCK 5, BIGHORN SUBDIWS /ON FIFTH ADDITION, BEARS SOUTH 61 DEGREES 43 MINUTES 29 SECONDS EAST 8345 FEET DISTANT, THENCE NORTH 12 DEGREES 30 MINUTES 00 SECONDS EAST 45.56 FEET, THENCE NORTH 77 DEGREES 30 MINUTES 00 SECONDS WEST 42.64 FEET THENCE SOUTH 12 DEGREES 30 MINUTES 00 SECONDS WEST 41.25 FEET, THENCE SOUTH 77 DEGREES 30 MINUTES 00 SECONDS EAST 1356 FEET, THENCE SOUTH 2 DEGREES 05 MINUTES 24 SECONDS EAST 11.50 FEET, THENCE NORTH 87 DEGREES 54 MINUTES 36 SECONDS EAST 2705 FEET TO THE PO /NT OF BEGINNING, COUNTY OF EAGLE, STATE OF COLORADO. TOGETHER WITH AN UND /14DED ONE —HALF INTEREST IN PARCEL A: ALL OF LOT 15, BLOCK 5, BIGHORN SUBDIVISION FIFTH ADD/170N, A SUBDMS /ON RECORDED IN THE OFFICE OF THE EAGLE COUNTY, COLORADO, CLERK AND RECORDER, WITH THE EXCEPTION OF PARCEL C DESCRIBED ABOVE AND PARCEL 8, DESCRIBED AS FOLLOWS.- PARCEL B.- BEGINNING AT A POINT WHENCE THE SOUTHEAST CORNER OF SAID LOT 15, BLOCK 5, BIGHORN SUBDIVSION FIFTH ADDITION, BEARS SOUTH 61 DEGREES 43 MINUTES 29 SECONDS EAST 83.45 FEET DISTANT, ]HENCE SOUTH 2 DEGREES 05 MINUTES 24 SECONDS EAST 48.07 FEET, THENCE SOUTH 87 DEGREES 54 MINUTES 36 SECONDS WEST 47.05 FEET, ]HENCE NORTH 2 DEGREES 05 MINUTES 24 SECONDS WEST 48.07 FEET, THENCE NORTH 87 DEGREES 54 MINUTES 36 SECONDS EAST 4705 FEET TO THE POINT OF BEGINNING COUNTY OF EAGLE, STATE OF COLORADO. NOTES- 1. PARCEL C IS SUBJECT TO EASEMENTS, COVENANTS COND11101VS AND RESTRICTIONS, RESERVA TONS AND NOTES ON THE RECORDED PL T OF BIGHORN SUBDIVISION, FIFTH ADDITION RECORDED NOVEMBER 25, 1966 UNDER RECEPTION NO. 105002. 2. PARCEL C IS SUBJECT TO TERMS, COND /!IONS AND PROVISIONS OF TOWNHOUSE DECLARA RON BUT OUIT77NG ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NA 17ONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EX7ENT THAT SAID COVENANT OR RESTRIC7701V IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT RECORDED JULY 25, 1980 IN BOOK 305 AT PAGE 941. J. PARCEL C IS SUBJECT TO TERMS, CONDIRONS AND PROVISIONS OF ENCROACHMENT AGREEMENT RECORDED AUGUST 20, 1994 /N BOOK 648 AT PAGE 629. 4. THE BEARINGS ARE BASED ON FOUND MONUMENTA7701V WITHIN BLOCKS 5 AND 6 OF THE BIGHORN FIFTH ADDIRON SUBDIWS /ON AS SHOWN. 5. DA IS OF SURVEY.• OCTOBER 2016. 6. LAND 177LE GUARANTEE COMPANY 777LE COMMITMENT NUMBER V50045534 HAVING AN EFFECTIVE DATE OF OCTOBER 6, 2016 WAS RELIED UPON FOR ALL 1111E AND EASEMENT INFORMA 770N. 7 THE UN /TS OF LINEAL MEASUREMENT ARE IN U.S. SURVEY FEET. 8. THE ADDRESS IS POSTED 4879 MEADOW DRIVE. 9. INTER — MOUNTAIN ENGINEERING MADE NO /NVESPGA PON OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RES7RIC77VE COVENANTS OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACIS THAT AN ACCURATE AND CURRENT TIRE SEARCH MAY DISCLOSE. N"'i iii I, JOHN D. MCMAHAN, A COLORADO PROFESSIONAL LAND SURVEYOR, WITH LICENSE NUMBER 37934, CER77FY THAT THE LAND SURVEY PLAT / AM SUBMIT17NG TO BE DEPOSITED IS IN CONFORMANCE WITH CRS 38 -50 -101 AND 38 -51 -107. COMPANY ON BEHALF OF INTER — MOUNTAIN ENGINEERING MA /LING ADDRESS- P.O. BOX 978, AVON, CO 81620 EMAIL: INFO &'N TER — M1N.NET PHONE 970 - 949 -5072 37934 `: o °hAt t_aNa � COUNTY EAGLE PLAT INDEX NO. SEC77ON 13, T.5S., R.80W., 6TH P.M. PLAT BY JOHN D MCMAHAN P. L. S NO. 37934 j� 0 1 DEPOSIT THIS DA Y OF- `�1 T _M., IN BOOK I OF THE COUNTY SURVEYORS' LAND SURVEY /RIGHTS —OF —WA Y RECORDS A T PAGE /D °SO. RECEPTION NO. IIIIIIIlO I 1111111U1 DESIGNED BY: DRAWN BY: SPF CHECKED BY: JDM DATE ISSUED: 10 -14 -16 PROJECT NO. 16 -0100 SHEET NO. 1 OF 1