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Home My WebLink About1.01 Plat MapsP.ifAu).16842 COUNTY SURVEYOR'S CERTIFICATE APPOOVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING. PURSUANT TO C.R.S. 1973, 3.8-51-101 AND 102 (REVISED). BY: ATTORNEY DATE: CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK ANS RECORDER OF GARFIELD COUNTY AT O'CLOCK M., ON THE DAY OF , A.D., 19 , AND IS DULY RECORDED IN BOOK , PAGE _, RECEPTION NO. CLERK AND RECORDER BY: DEPUTY NO. I DATE REVISION PREPARED FOR > MICHAEL & VALERIE SPYCHALA 141 COUNTY ROAD 225 -- _ - RIFLE, COLORADO 81650 HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVENUE FILE N0. GLENWOOD SPRINGS, CO 81601 DES. CK. FWH SHEET 1 (303) 945-8676 9046.071 DR. HMS DATE to/10/90 OF 1 BY SPYCHALA EXEMPTION PLAT SITUATED IN LOTS 2 AND 3, SECTION 7, T.6 S., R.92 W. OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO 16.5' W.C. BRASS CAP TO N.W. CORNER, N 89'08'46" E LOT 22, 1/4 CORNER COMMON TO SECTION 19.66 6 AND 7, T6S, R92W, 6th P.M. OVERHEAD N.W. CORNER, LOT 2, 1/4 CORNER POWER LINES COMMON To SECTION 6 AND 7, NE CORNER SECTION 7, T.6S, R.92W NW CORNER N 00.5141 W-T6S, R92W, 6th P. M. - SECTION 7, T.6S, R.92W N 89'08'46" E 1568.79' 30.05 Q! -E — — — N 8910'32" E 2290.15 (BASIS OF BEARING - NW COR TO N1/4 COR) EXCEPTION PARCEL BOOK 657, PAGE 345 — — — — — - — — — — — J 6.34' N 89'34'35" E 315.97' \ \ ESTABLISHED FROM EXISTING REFERENCE MOUMENTS FOUND IN PLACE 113,32' Ill 0, S `'” ii' V .A�l'. EXISTING W I I I C q C T'„U L WELL EXISTING N� . cJl� S 34'51'14" E I 7.55' 1 1 d)Np (-L EXISTING ZI I HOUSE SHED 1 o I I DITCH of a-=- r l", f_. 1 �\ x f -6f) I i I I N 86'28'11" E I "Im I l i 40.00 `_ hlt �-Z PARCEL 2 PARCEL 1 EXISTING 3.280 Acres 4.220 Acres t I POWER POLE �.�d -ccREBAR 8 CAP — I I I . rallt zg CC LS #16842 SET I I (TYP.) I i1 I \ I I - - U -- ,, _ / _ - R X13 792 a Z _-_ o O W III NI I 12_� suaLIEcr =_- 8! PROPERTY 1 1 1 EXISTING OVERHEAD N I I POWER LINES, N) I\ W CENTERLINE OF 20' 3 Q I UTILITY EASEMENT 30 GRAPHIC SCALE a 501 50 0 as 50 100 s00 VICINITY MAP -- :n 1 ! I 3g0.Za J L SCALE: 1' = 2000' ( IN FEET 1 inch = 50 2t Z j6•y►56 / 5 x40 6� / NOTES:— / / PROPERTY DESCRIPTION PARCEL 1 1. ENGINEERED FOUNDATIONS AND INDIVIDUAL SEWAGE DISPOSAL SYSTEMS I MAY BE REQUIRED DUE TO POSSIBLE SOILS LIMITATIONS. / / POWER / / A PARCEL OF LAND SITUATE IN LOTS 2 AND 3, SECTION 7, TOWNSHIP 6 POLE i SOUTH, RANGE 92 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING 2. PARCEL IS SUBJECT TO ANNUAL PAYMENTS AND CONTRACTUAL / ' ' ¢1b / / / NORTHERLY OF THE NORTHWESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 6 AND OBLIGATIONS CONTAINED IN CONTRACT NO. 900117 -MS WITH THE WEST23 24 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: DIVIDE CONSERVANCY DISTRICT. \ .312960 ' W- / / / / wPY 6 '2- / 76• / BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2 (THE 1/4 CORNER 3. THIS PROPERTY IS SUBJECT TO EASEMENTS AND RIGHTS-OF-WAY OF A /' S / / S. N�C'N / COMMON TO SECTIONS 6 AND 7); THENCE N 89°11'10" E A DISTANCE OF PUBLIC AND/OR PRIVATE NATURE. _ - / / / 348.00 FEET; THENCE S 00049144" E A DISTANCE OF 349.06 FEET TO A POINT ON THE NORTHWESTERLY RIGHT-oF-WAY OF SAID U.S. HIGHWAY 6 AND EXEMPTION CERTIFICATE 24; THENCE ALONG SAID HIGHWAY S 76034156" W A DISTANCE OF 380.28 FEET; THENCE DEPARTING SAID HIGHWAY N 03031149" W A DISTANCE OF / / THIS PLAT APPROVED BY RESOLUTION OF THE BOARD OF COUNTY 263.70 FEET; THENCE N 86°28'11" E A DISTANCE OF 40.00 FEET; THENCE POWER UNE i- / EASEMENT / COMMISSIONERS AT GARFIELD COUNTY, COLORADO THIS DAY ° � N 04032'25"W A DISTANCE OF 167.16 FEET; THENCE N 89 08 46" E A OF , A.D., 19 IN FILING WITH THE CLERK AND DISTANCE OF 6.34 FEET TO THE POINT OF BEGINNING, DESCRIBED PARCEL / RECORDER OF GARFIELD COUNTY, SUCH APPROVAL IN NO WAY IMPLIES THAT CONTAINING 3.28 ACRES MORE OR LESS. / THE INFORMATION SHOWN HEREIN IS TRUE AND ACCURATE, BUT DOES INDICATE THAT THIS PLAT IS EXEMPT FROM AND NOT SUBJECT TO REGULATION UNDER GARFIELD COUNTY SUBDIVISION REGULATIONS AT THE TIME OF ITS FILING. PARCEL 2 CHAIRMAN A PARCEL OF LAND SITUATE IN LOTS 2 AND 3, SECTION 7, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD NORTHERLY OF THE NORTHWESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 6 AND 24 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: SURVEYOR'S STATEMENT ATTEST: _ COUNTY CLEFK COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2 (THE 1/4 CORNER I, JAMES W. SEXTON, DO HEREBY STATE THAT I AM A REGISTERED LAND COMMON TO SECTIONS 6 AND 7); THENCE S 89'08'46"W A DISTANCE OF SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THA-_ 6.34 FEET TO THE POINT OF BEGINNING; THENCE S 04°32'25" E A THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE SPYCHALA DISTANCE OF 167.16; THENCE S 89°28'11" W A DISTANCE OF 40.00 FEET; EXEMPTION, AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT THENCE S 03031'49" E A DISTANCE OF 263.70 FEET TO THE SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY14E NORTHWESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 6 AND 24; THENCE ALONG AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND SAID HIGHWAY S 76°34'56" W A DISTANCE OF 4 FEET; THENCE DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISEON DEPARTING SAID RIGHT-OF-WAY N 00051141 A DISTANCE OF 492.66 " RT AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH FEET; THENCE N 89°08'46" E A DISTANCE OF 410.00 FEET; THENCE APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNES WHEREOF I HAVE ET HAN ��rA1Avjy THI AY OF , A.D. , 19 �F ... Se _ _lZ �.GISTFn l' N 00051'41"W A DISTANCE OF 30.05 FEET; THENCE t] 89'08'46"E A DISTANCE OF 13.32 FEET TO THE POINT OF BEGINNING, DESCRIBED PARCEL CONTAINING 4.22 ACRES MORE OR LESS. P.ifAu).16842 COUNTY SURVEYOR'S CERTIFICATE APPOOVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING. PURSUANT TO C.R.S. 1973, 3.8-51-101 AND 102 (REVISED). BY: ATTORNEY DATE: CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK ANS RECORDER OF GARFIELD COUNTY AT O'CLOCK M., ON THE DAY OF , A.D., 19 , AND IS DULY RECORDED IN BOOK , PAGE _, RECEPTION NO. CLERK AND RECORDER BY: DEPUTY NO. I DATE REVISION PREPARED FOR > MICHAEL & VALERIE SPYCHALA 141 COUNTY ROAD 225 -- _ - RIFLE, COLORADO 81650 HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVENUE FILE N0. GLENWOOD SPRINGS, CO 81601 DES. CK. FWH SHEET 1 (303) 945-8676 9046.071 DR. HMS DATE to/10/90 OF 1 BY /MPRO VEMEN r L OCA TION CERT/F/CA TE r 0141 COUNTY ROAD 225 PROPERTY DESCRIPTION A parcel of land situate in Lots 2 and 3, Section 7, Township 6 Sou 'I, P�itlge 92 West of the 6th P.M., being northwesterly of the nortirr.esterly igh'., or way of U.S. Highway 6'and 24 and more particularly described as Poll I. Beginning at the Northwest corner of said Lot 2 (the 1/4 corner the, o,l to S7uth Section 6 and 7) thence North 89'11110" East 348.00 fe('t, cI e wa,r of 00'49'44" East 349,06 feet to a point on the northwesterly right South -_,°34'56" said U.S. Highway 6 and 24, thence along said right of way North 00'51 1" ;!est West 796.60 feet; thence leaving said right of way 7; thence along the I. rth line 522.66 feet to the North line of said Section 347.10 feet; thence North 8900 5" East of Section 7 North 89'08146" East 82'.56 feet to the POINT OF BEGINNING EXCEPT that portion conveyed to Duane Scott in deed recorded Sep+_ ber 26, 1984 in Book 657 at Page 345. HIGH COUN ]R Y SURVEYORS OF CIZORADO LAND SURVEYORS, SUTE 205 VILLAGE PLAZA GLENWOOD SPR1165, COLORADO 81601 TEEPHONE303-945 8676 or 45 2555 ;U IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT 'THIS IMPROVEMENT LOCATION CERTIFICATE WAS PRE— PARED FOR MICHAEL T. B VALERIE SPYCHALA , THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE. 07/19/89 , EXCEPT UTILITY CONNECII )N'S ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL. EXCEPT AS SHO ��\. THAT THERE ARE NO ENCROACHMENTS UPON THE. DESCRIBED PREMISES B1' PROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICA-I ED, AND THA'l THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMEN''f CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. NO F E M.A FLOOD PI. ANE STUDY Or AREA -- HIGH COUNTRY SURVEYORS .fC.I..d. BY JAMES W. SEXTON, L.S. No. 16842 DATE 07/19/89