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HomeMy WebLinkAbout4.0 Final PlatCERTIFICATE OF DEDICATION AND OWNERSHIP THE UNDERSIGNED BRYAN P. SCHARD AND AMANDA 10 SCHARD, BEING SOLE OWNERS IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: SCHARD PARCEL (NO. 2395-012-00-126): THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NUMBER 901686 (ALSO KNOWN AS TRACT A, UNDER GARFIELD COUNTY RESOLUTION NO.82-18, A RESOLUTION CONCERNED WITH GRANTING AN EXEMPTION FROM THE GARFIELD COUNTY SUBDIVISION REGULATIONS FOR SHARRON ROSE, RECORDED JANUARY 19, 1982 IN BOOK 590 AT PAGE 955 AS RECEPTION NO.323817. SEE PLAT NOTE 1.) COUNTY OF GARFIELD STATE OF COLORADO CONTAINING 4.07 ACRES, MORE OR LESS, HAVE CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT, PLATTED AND SUBDIVIDED INTO LOTS AND BLOCKS AS SHOWN ON THIS PLAT UNDER THE NAME AND STYLE OF AMENDED TRACT A, SHARRON ROSE SUBDIVISION EXEMPTION, A SUBDIVISION IN THE COUNTY OF GARFIELD. THE OWNERS DO HEREBY DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOWN ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC FOREVER, AND HEREBY DEDICATE TO THE PUBLIC UTILITIES THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRIC LINES, GAS LINES AND TELEPHONE LINES, TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD. EXECUTED THISDAY OF �� ; A.D., 2020. OWNER: RYAN P. SCHARD STATE OF COLORADO ) )SS COUNTY OF GARFIELD ) THE FQRF�OING CE TR IIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS `� �!1 DAY OFi 2020, BY BRYAN P. SCHARD AS OWNER IN JOINT TENANCY OF SCHARD PARCEL. MY COMMISSION EXPIRES; WITNESS MY HAND A D OFFICIAL SEAL. NOTARY P U B L -- WNER: AMAN A 10 SCHARD STATE OF COLORADO ) )SS COUNTY OF GARFIELD ) THE FpGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2020, BY AMANDA 10 SCHARD AS OWNER IN JOINT TENANCY OF SCHARD PARCEL. MY COMMISSION EXPIRES: WITNESS MY HAND AND OFFICIAL SEAL. OT RY PUBLIC MINERAL OWNERSHIP BRYAN P. SCHARD AND AMANDA JO SCHARD LIENHOLDER CONSENT, SUBORDINATION AND RELEASE AS TO PUBLIC RIGHTS -OF -WAY ALPINE BANK, A COLORADO BANKING CORPORATION, AS THE BENEFICIARY UNDER DEED(S) OF TRUST GRANTED BY THE OWNER(S) UPON THE REAL PROPERTY PLATTED AND DIVIDED AS SHOWN UPON THE WITHIN AMENDED PLAT, CERTIFIES THAT THE UNDERSIGNED HAS REVIEWED THE AMENDED PLAT AND BY THIS CERTIFICATION HEREBY JOINS IN AND CONSENTS TO SAID SUBDIVISION AMENDMENT AND TO THE RECORDING THEREOF. BENEFICIARY AGREES THAT ANY FORECLOSURE OF SAID DEED(S) OF TRUST SHALL NOT ADVERSELY AFFECT THE EXISTENCE AND CONTINUED VALIDITY OF THE AMENDED PLAT, WHICH SHALL RUN WITH THE LAND AND REMAIN IN FULL FORCE AND EFFECT AS IF THIS AMENDED PLAT HAD BEEN DELIVERED AND RECORDED PRIOR TO THE RECORDING OF SAID DEED(S) OF TRUST. WITHOUT LIMITING THE GENERALITY OF THE FOREGOING, THE PUBLIC RIGHTS) -OF -WAY DEPICTED ON THE PLAT ARE DEDICATED BY THE OWNER(S) HEREON, FREE AND CLEAR OF ANY INTEREST IN THE BENEFICIARY. NOTWITHSTANDING SUCH CONSENT AND SUBORDINATION AND RELEASE AS TO PUBLIC RIGHTS -OF -WAY, SAID REAL PROPERTY, OTHER THAN THE PUBLIC RIGHTS) -OF -WAY DEDICATED HEREON, SHALL CONTINUE TO BE ENCUMBERED BY THE DEEDS) OF TRUST UNLESS RELEASED IN ACCORDANCE WITH LAW. EXECUTED THIS DAY 9F % A.D., 2020. "Af , JOHN STELZRI , PRESIDENT STATE OF COLORADO ) SS COUNTY OF GARFIELD ) THE FOREGOING LIENHOLDER CONSENT, SUBORDINA 4 AND RE EASE AS TO PUBLIC RIG -OF-WAY S ACKNOWL DGED BEFORE ME THIS DAY OF A.D., 2020, BY MY COMMISSION EXPIRES: WITNESS MY HAND AND OFFICIAL SEAL. (SEAL) NCIY PU IC AMENDED FINAL PLAT OF: EXEMPTION TRACT A SHARRQN RASE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 35 AND 36, TOWNSHIP 6 SOUTH, RANGE 89 WEST AND IN SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 1 OF 2 PURPOSE STATEMENT THE PURPOSE OF THIS AMENDED FINAL PLAT IS TO BRING THE PARCEL INTO COMPLIANCE WITH THE GARFIELD COUNTY LAND USE CODE AND TO DEDICATE COUNTY ROAD RIGHT-OF-WAY, AS SHOWN ON SHEET 2 FATHERING PARCEL - ASSESSOR PARCEL NO.2395-012-00-126 PER THIS PLAT A PARCEL OF LAND SITUATED IN SECTION 36, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. AND IN SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 6TH P.M., SAID PARCEL OF LAND BEING THE SAME AS THAT PARCEL DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NO.901686, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (WITH ALL BEARINGS STATED HEREIN BEING RELATIVE TO A BEARING OF S60°14'14"E, BETWEEN THE FOUND NO.5 REBAR AND 1.25" ALUMINUM CAP STAMPED LS #17488 MONUMENTING THE POINT OF BEGINNING OF THE SUBJECT PROPERTY AND THE FOUND NO.5 REBAR AND 1.25" ALUMINUM CAP STAMPED !S #17488 MONUMENTING THE SOUTHEAST CORNER OF SUBJECT PROPERTY) BEGINNING AT A POINT WHENCE THE NORTHWEST CORNER OF SAID SECTION 1 BEARS N56 ° 34' 52"W, A DISTANCE OF 539.78 FEET; THENCE N62024'52"W A DISTANCE OF 21.63 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF GARFIELD COUNTY ROAD NO. 109, ACCORDING TO THAT DOCUMENT RECORD AS RECEPTION NO.359946 OF THE GARFIELD COUNTY RECORDS, SAID POINT ALSO BEING A POINT ON THE EASTERLY BOUNDARY LINE OF RIVER RIDGE SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 25, 1982 AS RECEPTION NO.325086; THENCE N30°07'52"W ALONG SAID EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 300.10 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY LINE N2805652"W A DISTANCE OF 510.51 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 35, SAID POINT ALSO BEING THE SOUTHERLY CORNER OF THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NO.355047; THENCE LEAVING SAID EASTERLY RIGHT N04°32'08"E ALONG THE EASTERLY BOUNDARY LINE OF SAID RECEPTION NO.355047 AND SAID EAST LINE OF SAID SECTION 35 A DISTANCE OF 89.52 FEET TO A POINT IN THE CENTER OF THE ROARING FORK RIVER; . THENCE LEAVING SAID EASTERLY BOUNDARY LINE AND EAST LINE OF SAID SECTION 35 ALONG THE CENTER OF THE ROARING FORK RIVER THE FOLLOWING SIX (6) COURSES: 1) S27°5452"E A DISTANCE OF 216.16 FEET; 2) S37°40'52"E A DISTANCE OF 249.81 FEET; 3) S55°38'52"E A DISTANCE OF 167.22 FEET; 4) S62°10'52"E A DISTANCE OF 224.99 FEET; 5) S68°38'52"E A DISTANCE OF 156.70 FEET; 6) S74°08'52"E A DISTANCE OF 111.24 FEET; THENCE LEAVING THE CENTER OF SAID RIVER S37°18'08"W A DISTANCE OF 331.12 FEET; THENCE N63°41'08"W A DISTANCE OF 60.78 FEET; THENCE N59°13'52"W A DISTANCE OF 208.21 FEET TO THE POINT OF BEGINNING; CONTAINING 177,270 SQUARE FEET OR 4.070 ACRES, MORE OR LESS. COUNTY OF GARFIELD STATE OF COLORADO RIGHT-OF-WAY PARCEL PER THIS PLAT A PARCEL OF LAND SITUATED IN SECTION 36, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. AND IN SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 6TH P.M., SAID PARCEL OF LAND BEING A PORTION OF THAT PARCEL DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NO.939048, OF THE GARFIELD COUNTY RECORDS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (WITH ALL BEARINGS STATED HEREIN BEING RELATIVE TO A BEARING OF S60-14'14"E, BETWEEN THE FOUND NO.5 REBAR AND 1.25" ALUMINUM CAP STAMPED LS #17488 MONUMENTING THE POINT OF BEGINNING OF SAID RECEPTION NO.939048 AND THE FOUND NO.5 REBAR AND 1.25" ALUMINUM CAP STAMPED !S #17488 MONUMENTING THE SOUTHEAST CORNER OF SAID RECEPTION NO.939048) COMMENCING AT A POINT WHENCE THE NORTHWEST CORNER OF SAID SECTION 1 BEARS N56 ° 34' 52"W, A DISTANCE OF 539.78 FEET; THENCE N62°24'52"W A DISTANCE OF 21.63 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF GARFIELD COUNTY ROAD NO. 109, ACCORDING TO THAT DOCUMENT RECORD AS RECEPTION NO.359946 OF THE GARFIELD COUNTY RECORDS, SAID POINT ALSO BEING A POINT ON THE EASTERLY BOUNDARY LINE OF RIVER RIDGE SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 25, 1982 AS RECEPTION NO.325086; THENCE N30°07'52"W ALONG SAID EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 12.59 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY LINE N3000715211W A DISTANCE OF 287.51 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY LINE N28056'52"W A DISTANCE OF 510.51 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 35, SAID POINT ALSO BEING THE SOUTHERLY CORNER OF THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NO.355047; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE N04°32'08"E ALONG THE EASTERLY BOUNDARY LINE OF SAID RECEPTION NO.355047 AND SAID EAST LINE OF SAID SECTION 35 A DISTANCE OF 19.09 FEET; THENCE LEAVING SAID EASTERLY BOUNDARY LINE OF SAID RECEPTION NO.355047 AND SAID EAST LINE OF SAID SECTION 35 52.36 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 777.42 FEET AND A CENTRAL ANGLE OF 03°51'35" (CHORD BEARS S27°48'01"E A DISTANCE OF 52.36 FEET); THENCE S31°32'48"E A DISTANCE OF 3.11 FEET; THENCE 29.58 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 110.00 FEET AND A CENTRAL ANGLE OF 15°24'34" (CHORD BEARS S23°5031" E A DISTANCE OF 29.50 FEET); THENCE S16°08'14"E A DISTANCE OF 14.88 FEET; THENCE 9.64 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 40.00 FEET AND A CENTRAL ANGLE OF 13°48'41" (CHORD BEARS S23002'34"E A DISTANCE OF 9.62 FEET); THENCE S29°56'55"E A DISTANCE OF 94.43 FEET; THENCE S31'10'46"E A DISTANCE OF 46.96 FEET; THENCE 5.55 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 190.00 FEET AND A CENTRAL ANGLE OF 01-40-30" (CHORD BEARS S32°01'01"E A DISTANCE OF 5.55 FEET); THENCE S32051'15"E A DISTANCE OF 105.50 FEET; THENCE 12.34 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 510.00 FEET AND A CENTRAL ANGLE OF 01*23,11" (CHORD BEARS S32°09'40"E A DISTANCE OF 12.34 FEET); DESCRIPTIONCONTINUES .... ... RIGHT-OF-WAY PARCEL DESCRIPTION CONTINUED THENCE S31°28'04"E A DISTANCE OF 128.28 FEET; THENCE 2.35 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 1990.00 FEET AND A CENTRAL ANGLE OF 00°04'04" (CHORD BEARS S31°30'06"E A DISTANCE OF 2.35 FEET); THENCE S31°32'08"E A DISTANCE OF 98.71 FEET; THENCE 6.28 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 210.00 FEET AND A CENTRAL ANGLE OF 01°4252" (CHORD BEARS S30040'42"E A DISTANCE OF 6.28 FEET); THENCE S29049'16"E A DISTANCE OF 40.76 FEET; THENCE 4.92 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 990.00 FEET AND A CENTRAL ANGLE OF 00-17-04" (CHORD BEARS S29°57'48"E A DISTANCE OF 4.92 FEET); THENCE S30006'20"E A DISTANCE OF 40.18 FEET; THENCE 12.44 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 90.00 FEET AND A CENTRAL ANGLE OF 07055'03" (CHORD BEARS S26-08'49"E A DISTANCE OF 12.43 FEET); THENCE S22°11'17"E A DISTANCE OF 51.07 FEET, THENCE 12.26 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 90.00 FEET AND A CENTRAL ANGLE OF 07048'15" (CHORD BEARS S18°17'10"E A DISTANCE OF 12.25 FEET); THENCE S14023'03"E A DISTANCE OF 45.55FEET TO THE POINT OF BEGINNING. CONTAINING 10,858 SQUARE FEET OR 0.249 ACRES, MORE OR LESS. RESULTING PARCEL PER THIS PLAT A PARCEL OF LAND SITUATED IN SECTION 36, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. AND IN SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 6TH P.M., SAID PARCEL OF LAND BEING A PORTION OF THAT PARCEL DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NO.901686, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (WITH ALL BEARINGS STATED HEREIN BEING RELATIVE TO A BEARING OF S60°14'14"E, BETWEEN THE FOUND NO.5 REBAR AND 1.25" ALUMINUM CAP STAMPED !S #17488 MONUMENTING THE POINT OF BEGINNING OF SAID RECEPTION NO.901686 AND THE FOUND NO.5 REBAR AND 1.25" ALUMINUM CAP STAMPED LS #17488 MONUMENTING THE SOUTHEAST CORNER OF SAID RECEPTION NO.901686) BEGINNING AT A POINT WHENCE THE NORTHWEST CORNER OF SAID SECTION 1 BEARS N56°34'52"W, A DISTANCE OF 539.78 FEET; THENCE.N62°24'52"W A DISTANCE OF 21.63 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF GARFIELD COUNTY ROAD NO. 109, ACCORDING TO THAT DOCUMENT RECORD AS RECEPTION NO.359946 OF THE GARFIELD COUNTY RECORDS, SAID POINT ALSO BEING A POINT ON THE EASTERLY BOUNDARY LINE OF RIVER RIDGE SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 25, 1982 AS RECEPTION NO.325086; THENCE N30°07'52"W ALONG SAID EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 12.59 FEET; THENCE LEAVING SAID RIGHT-OF-WAY LINE N14°23'03"W A DISTANCE OF 45.55 FEET; THENCE 12.26 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 90.00 FEET AND A CENTRAL ANGLE OF 07°48'15" (CHORD BEARS N18°17'10"W A DISTANCE OF 12.25 FEET); THENCE N22°11'17"W A DISTANCE OF 51.07 FEET; THENCE 12.44 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 90.00 FEET AND A CENTRAL ANGLE OF 07-55-03" (CHORD BEARS N26°08'49"W A DISTANCE OF 12.43 FEET); THENCE N30°06'20"W A DISTANCE OF 40.18 FEET; THENCE 4.92 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 990.00 FEET AND A CENTRAL ANGLE OF 00°17'04" (CHORD BEARS N29°57'48"W A DISTANCE OF 4.92 FEET); THENCE N29°49'16"W A DISTANCE OF 40.76 FEET; THENCE 6.28 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 210.00 FEET AND A CENTRAL ANGLE OF 0104252" (CHORD BEARS N30°40'42"W A DISTANCE OF 6.28 FEET); THENCE N31°32'08"W A DISTANCE OF 98.71 FEET; THENCE 2.35 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 1990.00 FEET AND A CENTRAL ANGLE OF 00°04'04" (CHORD BEARS N31°30'06"W A DISTANCE OF 2.35 FEET); THENCE N31°28'04"W A DISTANCE OF 128.28 FEET; THENCE 12.34 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 510.00 FEET AND A CENTRAL ANGLE OF 01023'11" (CHORD BEARS N32°09'40"W A DISTANCE OF 12.34 FEET); THENCE N32°51'15"W A DISTANCE OF 105.50 FEET; THENCE 5.55 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 190.00 FEET AND A CENTRAL ANGLE OF 01°40'30" (CHORD BEARS N32°01'01"W A DISTANCE OF 5.55 FEET); THENCE N31°10'46"W A DISTANCE OF 46.96 FEET; THENCE N29056'55"W A DISTANCE OF 94.43 FEET; THENCE 9.64 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 40.00 FEET AND A CENTRAL ANGLE OF 13048'411, (CHORD BEARS N23°02'34"W A DISTANCE OF 9.62 FEET); THENCE N16008'14"W A DISTANCE OF 14.88 FEET; THENCE 29.58 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 110.00 FEET AND A CENTRAL ANGLE OF 15°24'34" (CHORD BEARS N23°50'31"W A DISTANCE OF 29.50 FEET); THENCE N31°32'48"W A DISTANCE OF 3.11 FEET; THENCE 52.37 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 777.42 FEET AND A CENTRAL ANGLE OF 03°51'35" (CHORD BEARS N27048'01"W A DISTANCE OF 52.36 FEET) TO A POINT ON THE EAST LINE OF SAID SECTION 35, SAID POINT ALSO BEING THE SOUTHERLY CORNER OF THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NO. 355047; THENCE N04°32'08"E ALONG THE EASTERLY BOUNDARY LINE OF SAID RECEPTION NO.355047 AND SAID EAST LINE OF SAID SECTION 35 A DISTANCE OF 70.43 FEET TO A POINT IN THE CENTER OF THE ROARING FORK RIVER; THENCE LEAVING SAID EASTERLY BOUNDARY LINE AND EAST LINE OF SAID SECTION 35 ALONG THE CENTER OF THE ROARING FORK RIVER THE FOLLOWING SIX (6) COURSES: 1) S27°54'52"E A DISTANCE OF 216.16 FEET; 2) S37040'52"E A DISTANCE OF 249.81 FEET; 3) S55-38'52"E A DISTANCE OF 167.22 FEET; 4) S62°10'52"E A DISTANCE OF 224.99 FEET; 5) S6803852"E A DISTANCE OF 156.70 FEET; 6) S74°08'52"E A DISTANCE OF 111.24 FEET; THENCE LEAVING THE CENTER OF SAID RIVER S37018'08"W A DISTANCE OF 331.12 FEET; THENCE N63°41'08"W A DISTANCE OF 60.78 FEET; THENCE N59013'52"W A DISTANCE OF 208.21 FEET TO THE POINT OF BEGINNING; CONTAINING 166,412 SQ.FT. OR 3.820 ACRES, MORE OR LESS. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970)-704-0311 SOPRISENG@SOPRISENG.COM 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 DATE OF CERTIFICATION SHOWN HEREON. / SEE SHEET 2 FOR PARCEL DIMENSIONS AND DETAILS SURVEY NOTES: 1) DATE OF FIELD WORK: JULY, AUGUST, NOVEMBER AND DECEMBER 2019. 2) DATE OF PREPARATION: AUGUST 2020; UPDATED DECEMBER 2020 3) BASIS OF BEARING: A BEARING OF N 88°28'00" W BETWEEN THE CITY OF GLENWOOD SPRINGS MONUMENTS FOUND INSIDE MONUMENT BOXES AT THE INTERSECTION OF 8TH STREET AND PALMER AVENUE, AND THE INTERSECTION OF 8TH STREET AND MIDLAND AVENUE. RESULTING IN A PROJECT SPECIFIC BASIS OF BEARING OF S60°14'14"E, BETWEEN THE FOUND NO.5 REBAR AND 1.25" ALUMINUM CAP STAMPED LS #17488 MONUMENTING THE POINT OF BEGINNING OF THE SUBJECT PROPERTY AND THE FOUND NO.5 REBAR AND 1.25" ALUMINUM CAP STAMPED LS #17498 MONUMENTING THE SOUTHEAST CORNER OF SUBJECT PROPERTY, AS SHOWN HEREON. 4) BASIS OF SURVEY: THE DEPENDENT RESURVEY AND PARTIAL SUBDIVISION OF TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, SECTION 1 PERFORMED BY LYNN G. EDMONDS IN 1958 FOR THE US BLM; SURVEY OF A PORTION OF TOWNSHIP 6 SOUTH, RANGE 89 OF THE 6TH PRINCIPAL MERIDIAN PERFORMED BY FRANK P. MONROE IN 1888 FOR THE US SURVEYOR GENERA!; THE FINAL PLAT OF IRONBRIDGE PLANNED UNIT DEVELOPMENT, PHASE Ill, FILING 1, RECORDED SEPTEMBER 22, 2015 AS RECEPTION NO.868309; THE AMENDED AND RESTATED FINAL PLAT OF IRONBRIDGE PLANNED UNIT DEVELOPMENT PHASE I RECORDED JUNE 16, 2004 AS RECEPTION NO.654210; NEILEY/MANISCALCHI SUBDIVISION EXEMPTION PLAT, RECORDED MAY 7, 2014 AS RECEPTION NO.834944; THE PLAT OF RIVER RIDGE SUBDIVISION RECORDED FEBRUARY 25, 1982 AS RECEPTION NO.325086; THE PLAT OF RIVER RIDGE PLANNED UNIT DEVELOPMENT RECORDED MARCH 3, 1997 AS RECEPTION NO. 505241; THE PLAT OF WESTBANK RANCH SUBDIVISION, FILING NO. 3, RECORDED FEBRUARY 3, 1974 AS RECEPTION NO.261679; WESTBANK RANCH SUBDIVISION, FILING NO. 4, RECORDED NOVEMBER 30, 1981 AS RECEPTION NO.334810; NUMEROUS DEEDS OF RECORD AND THE FOUND SURVEY MONUMENTS, AS SHOWN. 5) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THAT CERTAIN COMMITMENT FOR TITLE INSURANCE DATED AUGUST 7 2020, AS ORDER NUMBER ABS63015667-,3 AND ISSUED BY LAND TITLE GUARANTEE COMPANY, AND DOCUMENTS AND PLATS OF RECORD AS SHOWN IN THE SOURCE DOCUMENTS, HEREON. O 6) THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. TITLE CERTIFICATE 1, A1; Nsk\ ®`Lim �1 , AN AGENT AUTHORIZED BY LAND TITLE GUARANTEE COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH !ANDS IS VESTED IN BRYAN P. SCHARD AND AMANDA JO SCHARD, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS FOLLOWS: (KIA- 9'6_.r�.� Sirs,m\jjv% &N C-Q me \ - % b10\5 �,bn AND ALL MATTERS OF RECORD SET FORTH UNDER SCHEDULE B-2 "EXCEPTIONS" BY THAT CERTAIN COMMITMENT FOR TITLE INSURANCE DATED AUGUST 7, 2020, AS ORDER NUMBER ABS6301 667-3 AND ISSUED BY LAND TITLE GUARANTEE COMPANY UPON SATISFACTION OF ALL SCHEDULE B-1 "REQUIREMENTS" AS SET FORTH BY SAID COMMITMENT DATED THIS A DAY OF A.D., 2020. TITLE COMPANY: LAND TITLE GUARANTEE COMPANY VICINITY MAP SCALE: 1" = 2000' PLAT NOTES: 1) THE SUBJECT PROPERTY CORRECTED AND SUBDIVIDED BY THIS PLAT WAS PREVIOUSLY KNOWN AS TRACT A, UNDER GARFIELD COUNTY RESOLUTION NO.82-18, A RESOLUTION CONCERNED WITH GRANTING AN EXEMPTION FROM THE GARFIELD COUNTY SUBDIVISION REGULATIONS FOR SHARRON ROSE, RECORDED JANUARY 19, 1982 IN BOOK 590 AT PAGE 955 AS RECEPTION NO.323817. SUBSEQUENT CONVEYANCES DESCRIBE THE PROPERTY AS STATED IN THE TITLE COMMITMENT REFERENCED IN NOTE 5 HEREON. 2) THAT DOCUMENT RECORDED AUGUST 23, 19841N BOOK 655 AT PAGE 108 AS RECEPTION NO.355047 CONTAINS APPARENT MATHEMATICAL ERRORS IN THE DESCRIPTION. IN ORDER TO RESOLVE THE ERRORS, THIS SURVEYOR HELD THE POINT OF BEGINNING, STATED AS THE INTERSECTION OF THE EAST LINE OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST AND THE EASTERLY BOUNDARY LINE OF RIVER RIDGE SUBDIVISION, ALONG WITH THE CLOSING CA!! ALONG SAID EAST LINE, AS SHOWN ON SHEET 2. COUNTY COMMISSIONERS' CERTIFICATE BASED UPON THE REVIEW AND RECOMMENDATION OF GARFIELD COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT, THE BOARD OF COUNTY COMMISSIONERS -OF GARFIELD COUNTY, COLORADO, HEREBY APPROVES THIS AMENDED PLAT THIS a DAY OF A.D., 2020, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISIONS THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OREASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO B HE BOARD OF COU TY COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHA! NO WAY 0 GA GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE PUBLIC R ADS, GHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON. CHAIRqN-,XN OF LINTY MtSSIONERS GARFIE11DAUNTAC10 RADO � ��0°COIJ WITNESS MY HAND AN HE C NTY OF GAR F LD.SBAL ' a ATTEST:°®® ...°•® OUNTY CLERK COLOIRk SURVEYOR'S CERTIFICATE 1, MARK S. BECKLER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR O LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE AMENDED FINAL PLAT OF TRACT A, SHARRON ROSE SUBDIVISION CHRISTIE BLACKARD, TITLE OFFICER EXEMPTION, AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME OR UNDER MY SUPERVISION, AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND v �y STREETS OF SAID AMENDED FINAL PLAT AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. t � a, e ®• .. r , a /ILIA s � ��---- 1 DAY OF O CERTIFICATE OF TAXES.PAID �® ,,�.®0 IN WITNESS - ��r�F�,;� {t�"IA `a SET MY HAND AND SEA! THIS e, O �. �. A.D., 2020. � 1, THE UNDERSIGNED, E 00 HEREBY CERTIFY THAT THE ENTIRE AMOUNT O°F 'ND ASSESSMENTS DUE AND PAYABLE AS OF IQ QFECEPiMF-k 2020, UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLAT ARE PAID IN FULL. O : 43 • C�! DATED THIS 10 DAY OF QECEM I&EIR,, A.D., 2020. ' MARK BE PL LAt O ° TREASURER OF GARFIELD COUN CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED,FOR R .CORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY SURVEYOR'S CERTIFICATE COUNTY, COL ORADO,AT '5O'CLOCK ON THIS DAY OF"' Dppj APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF M 2020, AND IS DULY RECORDED AS RECEPTION NO. SURVEYS, CALCULATIONS OR DRAFTING, PURSUANT TO C.R.S.§38-51-101 AND 09AW& , Z 3 A 102, ET SEQ, DATED THIS 00 D Y OF[N"InG" , A.D., 2020. CLERZA D RECORDER BY: DEPUTY GA PELD COLINTY.:SUA Ok' y ._ d = 12/62/2020 -19136 G:\2019\19136 SafeTraiis\SURVEY\Survey DWGs\Survey Plots and Exhibits\19136 AMEND-SCHARD.dwg •,.,.y, w,riw 111AK I I"tN I OF NATURAL RESOURCES FOB DIVISION OF PARK; AND WILDLIFE AND PARKS AND WILDLIFE COMMISSION _._...._... � `�'' S)° NIELEY%TI/IANISCALCHI SUBDIVISION, LOT 2 � - ` �" � `.,REC. #834944 _.. £OI.ORADO STATE-HWY. NO-a2... _._. . ............. ,. / FOUND NO. 5 REBAR AN0 1.25." CAP FLUSH WITH GROUND L=29.58 _. _ ..... _... STAMPED LS #37935 Sp, R=110.00, r A=15024`34" __ m__ ._.__.. _ 32' 48"E CD=S23 ° 50' 31 "E / \ 1' FOUND WITNESS CORNER 3.1 C=29.50' L=9.64' NO.5 REBAR AND 1.25" CAP •l, R=40.00' FLUSH WITH GROUND / � FYI / \. STAMPED LS #37935 / �z S16°08'14"E ©=13 4 „ \ 14 88, 8 41 PARCEL NO. 218536300014 '. CD=S23° 02' 34"E ` NEILEY, RICHARD Y1R & MANISCALCHI, MARIA E `t C=9.62' REC. 780152 EDGE OF WATER ; \ \ ROARING FORK RIVER (TYP) S29° ' t 94.43' \ / S31 , 'P" `�S F L=12.34' cs ' 2 C, 4 �<? R=510.00' 'g SCENTER OF ROARING FORK RIVER / \�� o / \ G1i uY ma`s p, T=6.17 PER VESTING DEED REC. #901686 / A=1 °23'11 " / (ADJOINING PROPERTIES CALL TO CENTER OF �O 30 CD=S32° 09' 40"E ROARING FORK RIVER; NO APPARENT / , C=12.34' OVERLAPS OR GAPS) \ �Y S32051' 15"E / ANALEE KIRKHAM SUBDIVISION EASTERLY BOUNDARY LINE OF `t / EXEMPTION \ RIVER RIDGE SUBDIVISION 105.50 CENTER / " 48 74� 46� REC #32so86 SR OF RpARING FO / ,�° 08' 52 E 1 31' 5'3 8, S RK RIVER / N S7 2„ \ E 167,22' i 11124 \ EDGE OF WATER / S68° 38' 52"E 156.70 / S62° 10' 52"Et.. 224.99' ROARING FORK RIVER L=2.35 ` RIVER RIDGE PLANNED UNIT DEVELOPMENT \� (NP) R=1990.00` 89/ tis REC. #505241 ' LNG%S9� ° T=1.18' S31 28 04 E _ ° �N, /Nc AMENDED TRACT A, SHARRON ROSE \ A- 0 04 04 ' « \Q SUBDIVISION EXEMPTION \� 128.28 CD-S31 30 06 :E � �Q� so szQ C=2.35' 3�NSti L=6.28' PARCEL NO. 239501200126 N �° R=210.00' BRYAN P. SCHARD AND AMANDA l0 SCHARD CONE � 7 -- A ' ss c��° T=3.14 ` 166 412 sq. ft. ± 201�J F xx / / =1 042 `52" 3.820 CD=S30040`42"E 0 acres± _.. - 8' PER THIS PLAT . C-6°2 .. , ti S29° 49' 16"E t=4.92 M ' 76 .40R=990.00 / T=2.46' RIGHT-OF-WAY PARCEL / r o A= 0°17'04" \ 10,858 sq.ft.+ = E CD S29° s7 '48" 00 \ 0.249 acres+ c=4.92' ° M REFERENCE MONUMENTS PER THIS PLAT � FOUND 1.5" ALUMINUM TAG / G `` S30° 06' 20"E ON FENCE POST \ � 40.18 / , STAMPED LS #38388 / F�r� 12' WIDE EASEMENT AND RIGHT OF WAY FOR / gRFi ` L=12.44' INGRESS AND EGRESS AND UNDERGROUND \ C' UTILITIES OGRO �2R=90.00' GRANTED TO WAITER F. BRANNAN (NOW TROUT -(TIE ONLY) N16° 32' 08"E / �B ' l'Ji 2�'O° T-6.23 , POND, LLQ REC. #418385 BK793 PG644 63.60' / / O,q ' G�7 �� O), `28j A= 7°55'03" (EASEMENT CENTERED OVER EXISTING DRIVEWAY) \ R O 2 CD=S26° 08' 49"E ti L=12.26' � / / r ° „ CO, ,� .� � � S22' ��17 E ....,.._R 90.QQ' 3 i 51.07' x= 4 / _...� 1 - �O _ EDGE OF C=12.25' - --_ - _ ASPHALT (TYP) (TIE ONLY 34 S14 ° 23' 03 "E 45.55' ` -�W _ __ 539.78' vs POINT OF BEGINNING -ROW PARCEL . _ _ - _ -- -_ = - _ CORNER SECTION 3 36/1/2 T6S R89W AND T7S RANGE 89W,......._..._. , WA - _ _ ,_,............ _......... _ .. / / \ POSITION CALCU ED FROM a / / \ MARCH 31, 2016 ONUMENT RECORD ON FILE AND FOUND R ERENCE MONUMENTS AS SHOWN / ) N62 24 52 W 21.63 -_(TIE ONLY} S70° 40' 43"E \ (BRASS CAP LITERATED; TO BE RE -SET , --- ° , / _ _ _ _ _ BASIS OF BEARING / 68.10' \ EASTERLY BOUNDARY LINEOF �• S RIVER RIDGE SUBDIVISION _ S600 REC. #325086 N59° 13' 52"W, 14' 14 "E- - - _ POINT OF BEGINNING - FATHERING AND RESULTIN'� PARCELS N63041' 08"W 60.78' POINT OF COMMENCEMENT - ROW PARCEL FOUND NO.5 REBAR AN 1.25" ALUMINUM CAP / \ \ FOUND NO.5 REBAR AND I _25 ALUMINUM CATS 0.2' ABOVE GROUND FLUSH WITH GROUND PARCEL NO. 239501230103 STAMPED LSfi 1'. i� \ STAMPED LS #17488 T BLUE HERON DEVELOPMENT COMPANY O� • ` 1B \ IRONBRIDGE PHASE 111, FILING 2, BLOCK 1 \ PARCEL NO. 239501224008 REC. #868309 I GRAPHIC SCALE � IRONBRiDGE �,zi 40 � 0 20 40 g � \ I COMMON 160 PHASE AREA REC. #654210 ��• / 80 \ / T �� AREA OF TRANSFER PARCEL FOUND NO.5 REBAR AND 1.25 ALUMINUM CAP 4 / ( IN FEET) \ � � - - / 1 It1Ch = 40 ft. � � � ��� �� �� �� PER THIS PLAT •, 0.2' ABOVE GROUND S O P R I S E N',' N \ STAMPED HCE INC LS #38215 CIVIL et,}N ����r�z��f� ��_ SULTANTS CORNER BEARS S18'02'40"E 1.52' 502 MAIN STREET, SUITE A3 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 DATE OF CERTIFICATION SHOWN HEREON. CARBON DALE, COLORA'DO 8162 (970) 704-0311 SOPRISENGC«>SOPRISEr 12/02/2020 -19136 - G:\2019\19136 SafeTrails\SURVEY\Survey DWGs\Survey Plots and Exhibits\19136 A