HomeMy WebLinkAbout1050LOT 2
FOUND #5 REBAR
WITH 1.5' ALUMINUM
CAP STAMPED L.S. 16844
LOT 3
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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.
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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
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RR TIE
PLANTER \ I
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❑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
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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
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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.
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