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Home My WebLink About2.1 Correspondencecom I > !t('-)Ul FENCE #5 REBAR & Pi APPARENT EASEMENT (WIDTH VARIES) AS SHOWN ON THE SPYCHALA EXEMPTION PLAT RECORDED MARCH 12, 1991 AS RECEPTION NO. 421797 PARCELI SPYCHALA EXEMPTION PLAT PARCEL# 217907200495 NORTH 1/4 SECTION 7 P.K, NAIL IN ASPHALT WHENCE A 31/4" BRASS CAP MARKED W.C. L.S. NO. 14060 BEARS N0005620% 16.5(Y /TA I \ \ OUBLEFENCE BARBWIiE& CORRUGATED METAL PRIVACY [L BOXrl?n FENCE - OEGIN (TYP.).1 BOUNDARY EXHIBIT COZZA PARCEL A PARCEL OF LAND BEING A PORTION OF GOV'T. LOT 2, SECTION 7 TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO ' APPRQQXIMA OLD AD wg SHOWNON OF UNITY ROAD$ Da s > zoo' ,rti�, 0,;� T— / PRAPOF� ATE S>� DOUBLEFENCE� BARBWIRE & CORRUGATED „ml METAL PRIVACY FENCE -END p \ I LSWI IVl.G d' ABOVE GROUND— \ C' GAS TANKS pC" @ APPAA��I1EE��NT`API� I y I ESC1�IpTIONS SATELLITEAISH ¢� I k GRAVEL DRIVE � (TYP.)� X ° - 46.9 TAL\G LIGHT FIEMIN/��i �✓I-C 7,S 2.6' NE STORY ,I _ ,� WOOD FRAME HOUSE IOWA - P7 PIT APPROXIMATE CENTERLINE OF 60' / COUNTY ROAD RIGHT-OF-WAY / PER DOC. #69411 DATED NOVEMBER3,1919, \ / DAVIS / SWI/4SEI/4SECTION6 I PARCEL# 217906400071 VICIMTY MAP SCALE: 1" = 2000' I k 6 REBAR & ALUM. CAP L.S. N0.36572 SECTION 6 SECTION 7 X x X x x '. � UBLE FENCE _ oar BARBWI2E& B UBLLEE E14CE METAL CORRUGATED CORRUGATED CELLAR FENCE BEGIN PRIVACY METAL PRIVACY 10' FENCE -END MURR PARKING k PARCEL# 218906400425 PARYDTO S /1�f ��L, _ FENCE (TYP. COZZA PARCEL ONE STORY PER RECEPTION NO.241789 _ _ �- ,COZZA BOUNDARY WOOD RAAA� 4.970ACt RECEPTION NO, 241799 FENCE POST — PARCEL# 217907100408 -DOT CONC.a + CROW. MONUMENT FENCE POST (TYP.) I V DILAPIDATED FENCE 5 REBAR &PLASTIC CAP —BUILDING 1 \ BEARS S66003'13E FOR 4.26' USE / X PER GARFIELD COUNTY LAND USE RESOLUTION OF 2008, AS AMENDED. RURAL ZONED DISTRICT 3.202 S INV. OUT 6" PLASTIC PIPE FIND (TYP.) @ DAYLIGHT j J -pR07ECT —� OUBLE FENCE S SLABSTATE HIG'AR GHT OFEMF W� 6" PLASTIC PIPE COOTWOODR-O-W & PERREC-NO' 110051&122991 @ DAYLIGHT END a ( IN FEET ) 1 inch = 40 it. NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTERYOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASEDUPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATEOFTIES CERTIFICATIONSHOMN LNE TABLE LINE BEARING I LENGTH LI 06°58'08" E 60.00' L2 '78018152" W 139.41' CURVE TABLE :1RVE RADIUS LENGTH TANGENT CHORD BEARING DELTA Cl 5684.44' 171.97 85.97 171.96 S 85°2725" W 01044'00" C2 5830.00' 158.00' 79.01' 158.00' 1 S 83°51'10" W 01-33-10- C3 5770.00' 479.60' 239.94' 479.46 S 80°41'44" W 04°4545" NOTES I) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT THEREFORE, EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY RIVER VALLEY SURVEY'S,INC. 2) THE DATE OF THIS SURVEY WAS JANUARY 21, & FEBRUARY 26, 2010. 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S89°10'19"E BETWEEN THE NORTH 1/4 CORNER OF SECTION 7, A P.K. NAIL IN ASPHALT FOUND IN PLACE, WHENCE A 3 1/4" BRASS CAP L.S. NO. 14060 MARKED W.C. BEARS N00°5620"E A DISTANCE OF 16.50' AND THE NORTH EAST CORNER OF SECTION 7, A 3 1/4" ALUM. CAP L.S. NO. 19598 FOUND IN PLACE. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 5) THIS SURVEY IS BASED ON WARRANTY DEED'S AND DEPOSITED SURVEYS, AS RECEPTION NO.741789, 745205, 538136, 110051, 122991 AND 245641. IMPROVEMENT SURVEY (SWI/4SEI/4 SEC.6 T6S R 92W) BOOKCLIFF SURVEY SERVICES, INC. JOB NO.(05017-01) AND A BOUNDARY SURVEY MAP (SEI/414EI/4 & NEl/4SEI/4 OF SECA T6S R92W) TUTTLE SURVEYING SERVICES AT REC NO.732.RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. 6) THERE WAS APPROXIMATELY 18" OF SNOW AND ICE ON THE GROUND AT THE TIME OF SURVEY. 7) APPROXIMATE CENTERLINE OF STATE ROAD NO. 11 AS SHOWN WAS ACQUIRED FROM SHEET 2 OF 3 OF THE EYER HILL TO DAVIS POINT MAP, MADE FOR FILING FEBRUARY 1917, AT FICHE NO. 0230B OF THE ROAD VIEWERS REPORT, IN THE GARFIELD COUNTY CLERK AND RECORDERS OFFICE. 8) ANTLERS LANE FROM THE INTERSECTION OF STATE HIGHWAY NO.6 NORTH APPEARS TO LYE IN WHAT WAS KING STREET AND MAPLE STREET AS SHOWN ON THE ANTLERS TOWNSITE PLAT, DATED DECEMBER 15,1890, RECEPTION NO. 12062. SLIRVLY CLkI11 I, -_=.i L SCOTT E. Al%ER, DO HEREBY STATE THAT THIS SURVEY WAS PREPARED BY RIVER VALLEY SURVEY, INC. 14R GARFIELD COUNTY; I FURTHER STA'E THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, JANUARY 21, &FEBRUARY 26, 2010, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES CTHE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBES PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS CROSSINGI(�IG ANY PART OF SAID PARCEL, EXCEPT AS NOTED. L ��4 111999DDD••w�•�• 2.1', O/ OWER POLE (TYP.) _ OE )VERHEADELEC. o � rYP. TELE. PED. Ay Zi0.6 oe (TYP. STATE IBI013w Imo- HISTORIC PROPERTY DESCRIPTION / A PARCEL OF LAND SITUATED IN GOVT. LOT 2 OF SECTION 7, TOWNSHIP 6 SOUTH, RANGE 92 -_-- - ' WEST OF THE SIXTH PRINCIPAL MERIDIAN AS PREVIOUSLY DESCRIBED IN DEEDS RECORDED AS RECEPTION NO. 241789 AND RECEPTION NO. 538136, COUNTY OF GARFIELD, STATE OF COLORADO: COMMENCING AT A POINT 393 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT 2; THENCE EAST FOR A DISTANCE OF 613 FEET, FOLLOWING THE NORTH LINE OF SAID LOT 2 TO THE 1 CENTER OF A GULCH; THENCE FOLLOWING THE CENTER OF SAID GULCH IN A SOUTHEASTERLY DIRECTION TO A POINT 320 FEET DUE SOUTH OF SAID NORTH LINE, SAID POINT BEING ON THE NORTH LINE OF THE RIGHT-OF-WAY OF THE DENVER AND RIO GRANDE JUNCTION RAILROAD FEET; THENCE IN A !r COMPANY, THE COURSE AND DISTANCE BEING S440290E 44832 SOUTHWESTERLY DIRECTION FOLLOWING THE NORTH LINE OF SAID RIGHT-OF-WAY TO A 5 POINT IN THE COUNTY ROAD, SAID POINT BEING 430 FEET DUE SOUTH OF THE POINT OF BEGINNING; THENCE NORTH 430 FEET TO THE PLACE OF BEGINNING; EXCEPT THE PART CONVEYED OUT FOR HIGHWAY PURPOSES BY DOCUMENT NO. 110051 AND DOCUMENT NO. F 122991, CONTAINING 2.437 ACRES; THE ABOVE TRACT CONTAINING 3.863 ACRES. 0AND A TRACT OF LAND IN LOT 2 SECTION 7, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN DESCRIBED AS LYING EAST OF THE FOLLOWING LINE BEGINNING 1009 FEET EAST OF THE NORTHWEST CORNER OF LOT 2, THENCE S44 NE TO THE NORTH GRAPHIC SCALE RIGHT-OF-WAY LINE OF U.S. 6&24. TOTAL ACRES 1.15; AND TOGETHER WITH THE EASEMENT DESCRIBED IN THE QUIT CLAIM DEED RECORDED AS 40 0 20 40 so RECEPTION NO. 254641 IN BOOK 408 AT PAGE 98 AND 99. ( IN FEET ) 1 inch = 40 it. NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTERYOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASEDUPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATEOFTIES CERTIFICATIONSHOMN LNE TABLE LINE BEARING I LENGTH LI 06°58'08" E 60.00' L2 '78018152" W 139.41' CURVE TABLE :1RVE RADIUS LENGTH TANGENT CHORD BEARING DELTA Cl 5684.44' 171.97 85.97 171.96 S 85°2725" W 01044'00" C2 5830.00' 158.00' 79.01' 158.00' 1 S 83°51'10" W 01-33-10- C3 5770.00' 479.60' 239.94' 479.46 S 80°41'44" W 04°4545" NOTES I) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT THEREFORE, EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY RIVER VALLEY SURVEY'S,INC. 2) THE DATE OF THIS SURVEY WAS JANUARY 21, & FEBRUARY 26, 2010. 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S89°10'19"E BETWEEN THE NORTH 1/4 CORNER OF SECTION 7, A P.K. NAIL IN ASPHALT FOUND IN PLACE, WHENCE A 3 1/4" BRASS CAP L.S. NO. 14060 MARKED W.C. BEARS N00°5620"E A DISTANCE OF 16.50' AND THE NORTH EAST CORNER OF SECTION 7, A 3 1/4" ALUM. CAP L.S. NO. 19598 FOUND IN PLACE. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 5) THIS SURVEY IS BASED ON WARRANTY DEED'S AND DEPOSITED SURVEYS, AS RECEPTION NO.741789, 745205, 538136, 110051, 122991 AND 245641. IMPROVEMENT SURVEY (SWI/4SEI/4 SEC.6 T6S R 92W) BOOKCLIFF SURVEY SERVICES, INC. JOB NO.(05017-01) AND A BOUNDARY SURVEY MAP (SEI/414EI/4 & NEl/4SEI/4 OF SECA T6S R92W) TUTTLE SURVEYING SERVICES AT REC NO.732.RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. 6) THERE WAS APPROXIMATELY 18" OF SNOW AND ICE ON THE GROUND AT THE TIME OF SURVEY. 7) APPROXIMATE CENTERLINE OF STATE ROAD NO. 11 AS SHOWN WAS ACQUIRED FROM SHEET 2 OF 3 OF THE EYER HILL TO DAVIS POINT MAP, MADE FOR FILING FEBRUARY 1917, AT FICHE NO. 0230B OF THE ROAD VIEWERS REPORT, IN THE GARFIELD COUNTY CLERK AND RECORDERS OFFICE. 8) ANTLERS LANE FROM THE INTERSECTION OF STATE HIGHWAY NO.6 NORTH APPEARS TO LYE IN WHAT WAS KING STREET AND MAPLE STREET AS SHOWN ON THE ANTLERS TOWNSITE PLAT, DATED DECEMBER 15,1890, RECEPTION NO. 12062. SLIRVLY CLkI11 I, -_=.i L SCOTT E. Al%ER, DO HEREBY STATE THAT THIS SURVEY WAS PREPARED BY RIVER VALLEY SURVEY, INC. 14R GARFIELD COUNTY; I FURTHER STA'E THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, JANUARY 21, &FEBRUARY 26, 2010, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES CTHE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBES PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS CROSSINGI(�IG ANY PART OF SAID PARCEL, EXCEPT AS NOTED. L ��4