Loading...
HomeMy WebLinkAbout1.6 Platt-OB\OWG\Pplat-pl. dwg FINAL PLAT ST. FINS TAR FARM SUBDIVISION SITUATED IN LOTS 6, 12, 13 AND 19, OF SECTION 31, TOWNSHIP 7 SOUTH, RANGE 67 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORA=DO SHEET 1 OF 2 NOTES: 1. DATE OF SURVEY WAS. DECEMBER 1989 AND JUNE 1991. 2. BASIS OF BEARING FOR THE SURVEY IS A BEARING OF S 69'51'34" W BETWEEN THE WITNESS CORNER TO THE NORTHEAST CORNER OF SECTION 31, A STONE IN PLACE, AND THE NORTHWEST CORNER OF SAID SECTION 31, A 3" BLM ALUMINUM CAP IN PLACE. BUILDING ENVELOPES ARE AS CALLED OUT ON THIS PLAT. LAND USE SUMMARY: EXISTING ZONING: AGRICULTURAL/RESIDENTIAL-RURAL DENSITY. TOTAL DEVELOPMENT IS 65.501 ACRES MORE OR LESS. SINGLE FAMILY RESIDENTIAL IS 85.581 ACRES MORE OR LESS. TOTAL NUMBER OF LOTS PROPOSED IS 13. TOTAL NUMBER OF DWELLING UNITS PROPOSED IS 13. GROSS DENSITY PROPOSED IS 0.152 UNITS/ACRE MORE OR LESS. EASEMENT OWNERS OF RECORD: GAS LINE:ROCKY 900920IIN NATURAL GAS COMPANY, INC. 421 2719 STREET GLENWOOD SPRINGS, CO 6160.1 (RECEPTION N0. 215439) OVERHEAD ELECTRIC:HOLY CROSS ELECTRIC ASSOCIATION, INC. 3799 HIGHWAY 82 GLENWOOD SPRINGS, CO 81601 (RECEPTION N0. 355739 & 254494) THE EXISTING POWERLINE ALONG THE EASTERLY BOUNDARY OF THE SUBDIVISION HAS AN EXISTING 12.5' WIDE UTILITY EASEMENT (REC. N0. 355739). 6. THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT TO THE TERMS, PROVISIONS AND CONDITION OF (i) GARFIELD COUNTY APPROVAL RESOLUTION N0.991L CAPTIONED " RECORDED IN BOOK 0I.51 AT PAGE 7 9!' OF THE REAL ESTATE RECORDS OF GARFIELD COUNTY, COLORADO AND (11) DECLARATION OF PROTECTIVE COVENANTS FOR ST. FINNBAR FARM RECORDED IN BOOK (2 26 AT PAGE 3:4135- OF THE REAL ESTATE RECORDS OF GARFIELD COUNTY, COLORADO AND ALL EASEMENT AND RIGHTS OF WAY GRANTED OR RESERVED. IN SAID COVENANTS, 7. EASEMENTS: a. EXISTING TRANSMISSION DITCHES WHICH WILL REMAIN IN USE AFTER SUBDIVISION OF PROPERTY WILL RE GIVEN A 14.00 FOOT WIDE IRRIGATION EASEMENT. b. OWNERS HEREBY GRANT, SUBJECT TO THE EASEMENTS, RESERVATIONS AND OTHER MATTERS NOTED ON THE PLAT, A NON-EXCLUSIVE EASEMENT FOR EGRESS AND INGRESS TO ALL POLICE, SHERIFF, FIRE PROTECTION, AMBULANCE AND OTHER SIMILAR EMERGENCY AGENCIES SERVICING 'ANY OF THE LANDS SHOWN ON THIS PLAT 012 ITS RESIDENTS WHICH EASEMENT SHALL INCLUDE THE RIGHT TO ENTER UPON ALL PRIVATE ROADS, ACCESS EASEMENTS AND DRIVEWAYS OR ANY OTHER PROPERTY IN THE LAWFUL PERFORMANCE OF THEIR DUTIES. c. THERE IS HEREBY RESERVED TO THE OWNERS AND ST. FINNBAR HOMEOWNERS ASSOCIATION A PERMANENT AND PERPETUAL EASEMENT UNDER, OVER AND ACROSS ST. FINNBAR FARM ROAD AS SHOWN ON THIS PLAT FOR PURPOSES OF INSTALLING, CONSTRUCTING, MAINTAINING ANO REPAIRING A ROAD AND UTILITIES, INCLUDING, BUT NOT LIMITED TO ELECTRIC, GAS, TELEPHONE ANO CABLE TELEVISION AND FOR SUCH OTHER PURPOSES AS ARE DESCRIBED, PERMITTED OR RESERVED IN THE DECLARATION OF PROTECTIVE COVENANTS FOR ST. FINNBAR FARM. THERE IS FURTHER RESERVED FOR THE USE AND BENEFIT OF OWNERS OF ALL LOTS IN ST. FINNBAR FARM AND THEIR GUESTS AND INVITEES, PERMANENT AND PERPETUAL EASEMENTS OVER AND ACROSS ST. FINNBAR FARM ROAD AND OVER AND ACROSS OTHER ACCESS AND UTILITY EASEMENTS AS SHOWN ON THE PLAT FOR- INGRESS AND EGRESS TO LOTS, THE EXTENSION OF UTILITY SERVICES AND FOR SUCH OTHER PURPOSES AS ARE DESCRIBED, PERMITTED OR RESERVED IN THE DECLARATION OF PROTECTIVE COVENANTS FOR ST. FINNBAR FARM. WITHOUT EXTINGUISHING ANY OF THE FOREGOING EASEMENTS, THE OWNERS AND ST. FINNBAR HOMEOWNERS ASSOCIATION RESERVE THE RIGHT, FROM TIME TO TIME, TO GRANT SPECIFIC EASEMENTS FOR USE BY UTILITY COMPANIES SERVICING LOTS IN ST. FINNBAR FARM BY THE RECORDING OF AN INSTRUMENT IN THE REAL ESTATE RECORDS OF GARFIELD COUNTY. COLORADO, d. WITH RESPECT TO THE ROARING FORK RIVER, LOTS 7, 8, 9 1R 10 SHALL BE SUBJECT TO A FISHING EASEMENT RECORDED. IN BOOK x.26 AT PAGE 3]6 AS RECEPTION N0. 574,73o OF THE REAL ESTATE RECORDS OF GARFIELD COUNTY, COLORADO AND LOT 11 SHALL BE SUBJECT TO A FISHING EASEMENT RECORDED IN 8002/27 6 AT PAGE 32 3 AS RECEPTION NO i 7H7 A y OF THE REAL ESTATE RECORDS OF GARFIELD COUNTY, COLORADO. SAID FISHING EASEMENTS GRANT TO THE PUBLIC NON-EXCLUSIVE EASEMENTS THAT EXTEND FIVE (5)FEET HORIZONTALLY ALONG THE GROUND ABOVE THE HIGH WATER MARK ALONG THE BANK OF THE ROARING FORK RIVER FOR PURPOSES 07 FISHING. 8. OWNERSHIP OF ANY LOT IN ST. FINNBAR FARM EXCLUDES ALL RESERVOIR AND RESERVOIR STORAGE RIGHTS:, WATER AND WATER RIGHTS, DITCH AND DITCH RIGHTS, SPRING AND SPRING RIGHTS, ALL OF WHICH ARE RESERVED B1' OWNERS TO BE CONVEYED TO ST. FINNBAR HOMEOWNERS ASSOCIATION, EXCEPTING ONLY THE RIGHTS RESERVED TO EACH LOT FOR ONE EXEMPT WELL AS PROVIDED IN C.R.S. 37-92- 502(1)(6) AS AMENDED, WHICH RIGHTS ARE SUBJECT TO THE TERMS, PROVISIONS AND CONDITIONS OF THE PROTECTIVE COVENANTS FOR ST. FINNBAR FARM. 13. THE INDIVIDUAL LOT OWNERS SHALL BE RESPONSIBLE FOR THE CONTROL OF NOXIOUS WEEDS. 14. APPLICATION FOR A BUILDING PERMIT FOR EACH LOT WITHIN THE SUBDIVISION SHALL INCLUDE A GRADING AND DRAINAGE PLAN CONSISTENT WITH THE ENGINEER'S REPORT SUBMITTED AT PRELIMINARY PLAN, SHOWING THE PHYSICAL IMPROVEMENTS NECESSARY TO MITIGATE THE 100 -YEAR FLOOD FLOW FROM THE DRAINAGE BASIN LOCATED WEST OF THE COUNTY ROAD. 75. PORTIONS OF SUBDIVISION ARE IN AREAS DEFINED BY FEMA AS REGULATED FLOODPLAIN. MINOR CHANNEL SHIFTING HAS OCCURRED IN THE PAST, AND WILL LIKELY CONTINUE IN THE FUTURE. THESE SHIFTS CAN OCCUR IN EVENTS LESS THAN THE THEORETICAL 100 -YEAR FLOOD EVENT. 18. ONE (I) DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT WITHIN THE SUBDIVISION AND THE DOG SHALL BE REQUIRED TO BE CONFINED WITHIN THE OWNER'S PROPERTY BOUNDARIES, WITH ENFORCEMENT PROVISIONS ALLOWING FOR THE REMOVAL OF A DOG FROM THE AREA AS A FINAL REMEDY IN WORST CASES. 17, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, EACH LCT WILL BE STAKED ANO CERTIFIED 8Y A REGISTERED LAND SURVEYOR VERIFYING BUILDING LOCATION WITHIN APPROVED ENVELOPE. 10. ACCESSORY DWELLING UNITS ("ADCs") SHALL 8E PERMITTED ON ANY LOT AT LEAST FOUR (4) ACRES IN SIZE AS LONG AS EACH ADU OTHERWISE COMPLIES WITH THE STANDARDS APPLICABLE TO ADCs SET FORTH IN GARFIELD COUNTY ZONING RESOLUTION OF 1978, AS AMENDED. 9. A MINIMUM OF FIVE (5) PARKING SPACES SHALL 8E PROVIDED ON EACH LOT. 10. ACCESS TO (.OTSS 5 -11 SHALL COMPLY WITH SPECIAL USE PERMITS 07 D 4' ISSUED 8Y GARFIELD COUNTY. 8,15 71. THE MINIMUM DEFENSIBLE SPACE DISTANCE SHALL BE 30 FEET ON LEVEL TERRAIN, PLUS APPROPRIATE MODIFICATION TO RECOGNIZE THE INCREASED RATE OF FIRE SPREAD AT SLOPED SITES. THE METHODOLOGY DESCRIBED IN "DETERMINING SAFETY ZONE DIMENSIONS, WILDFIRE SAFETY GUIDELINES FOR RURAL HOMEOWNERS," (COLORADO STATE FORESTSERVICE) SHALL BE USED TO DETERMINE OEFENSIBLE SPACE REQUIREMENTS FOR THE REQUIRED DEFENSIBLE SPACE WITHIN BUILDING ENVELOPES IN AREAS EXCEEDING FIVE (5) PERCENT GRADE. 12. FEMA'S 100 YEAR WATER SURFACE ELEVATIONS ARE BASED ON THE FOLLOWING DATUM: RM23 00009-IBED AS THE U.S. ARMY CORPS OF ENGINEER'S BENCH MARK COMPRISING A RAILROAD SPIKE IN THE LAST POWER POLE ON THE NORTH SIDE OF COUNTY ROAD 100, APPROXIMATELY 2 MILES EAST OF CARBONDALE; 827 FEET WEST OF THE DENVER AND WESTERN RAILROAD MILE POST 375 AND 110 FEET NORTH OF THE MAIN TRACK CENTERLINE. THE FEMA ELEVATION FOR THIS BENCHMARK IS 6220.54. SAINT FINNBAR'S DATUM FOR THIS BENCHMARK IS 6219.60'. THERE IS AN ONSITE BENCHMARK ON A BRASS CAP L.S. ()10732 LOCATED 499.69 FEET EASTERLY OF OF THE SOUTHEAST CORNER OF THE SUBDIVISION, ELEVATION EQUALS 6254.15'. MINIMUM FINISHED FLOOR ELEVATIONS ARE BASED ON FEMA'S DATUM (NOT ST. 216984R'S - WHICH IS 0.94' LOWER THAN FEMA'S). NOTICE; a SEDDRUPON TO ANY DEFEAT 1LAM 1111 YOU WHIN THRANT E YEARS ACTON YOU FIRS[ DISCDNER SUCH DETECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY CITHIS SURVEY 9E COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CIIRPFICARON SHOYM HEREON. LAND USE SUMMARY LOT N0. AREA (AC+) 1 4.093 2 3.346 3 5.962 4 5.515 5 13.407 6 11.492 7 12.360 8 6.885 9 4.761 10 3.232 11 6.356 12 2.865 13 5,280 TOTAL: 85,581 ATTORNEY'S CERTIFICATE ZONE AG/RES/RD AG/RES/RD AG/RES/RD AG/RES/RD AG/RES/RD AG/RES/RD AG/RES/RD AG/RES/RD AG/RES/RD AG,/RES/RD AG/RES/RD AG/RES/RD AG/RES/RD ADDRESS 0003 ST. FINNBAR FARM RD. 0007 ST. FINNBAR FARM R0. 0011 ST. FINNBAR FARM RD. 0023 ST. 711440014 FARM RD. 0033 ST. FINNBAR FARM RD. 0034 ST. FINNBAR FARM RD. 0030 ST. FINNBAR FARM RD. 0028 ST. FINNBAR FARM RD. 0024 ST. FINNBAR FARM RD. 0020 ST. FINNBAR FARM RD, 0016 ST. FINNBAR FARM RD. 0012 ST. FINNBAR FARM RD. 0008 ST. FINNBAR FARM RD., I, CHRISTOPHER J. LOCR0IX, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS SUBDIVISION IS IN SUBSTANTIAL COMPLIANCE WITH THE GARFIELD COUNTY SUBDIVISION REGULATIONS OF 1984 IN EFFECT AS OF THE DATE HEREOF AND THAT ALL DEDICATIONS TO THE PUBLIC, AS DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ANY LIENS. CLAIMS OR ENCUMBRANCES OF RECORD EXCEPT: THE DEEDS OF TRUST REFERRED TO ON THIS PLAT; RIGHTS AND RESERVATIONS FOR EXTRACTION AND REMOVAL OF ORE OR CONISTRUCTION OF DITCHES AND CANALS RECORDED IN BOOK 71 AT PAGE 603, BOOK 12 AT PAGE 333 AND BOOK 12 AT 368; EASEMENTS AND RIGHTS OF WAY RECORDED IN BOOK 337 AT PAGE 236, BOOK 433 AT PAGE 111, BOOK 056 AT PAGE B59, BOOK 1146 AT PAGE 195, BOOK 1153 AT PAGE 666, BOOK 1196 AT PAGE 453, BOOK 1203 AT PAGE 76; TERMS. CONDITIONS AND PROVISIONS OF GARFIELD RESOLUTION 99-110 RECORDED IN BOOK 1155 AT PAGE 796; AND GARFIELD COUNTY RESOLUTIONS AFFECTING THE PROPERTY SHOWN ON THIS PLAT, ALL OF THE FOREGOING IN THE RECORDS OF THE CLERK AND RECORDER OFAI40FIELD COUNTY, COLORADO. 096>2107 ER J. 04010 114441LAF 4, DATE FRANK W. 945615GTON. DO HEREBY STATE THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, 11 -IAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE ST. FINNBAR FARM SUBDIVISION, AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON. THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WJ,TryN'ESS WHEREOF 1 HAVE SET MY NANO AND SEAL 1H15 OF _)5W_'S.2,5892ra,p�T, 0,2. 200_-_ FRANK W. 669818GTON, L.S. #1 BOARD 11 THIS PLAT, APPROVED BY THE BOARD OQF,LOUNTY COMMISqSIONERS OF GARFIELD COUNTY, COLORADO ';HIS 02 _ DAY OF 6.26T WL{R A.D. 200/ FOR RUNG WITH THE CLERIC AND RECORDER OF GARFIE COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICA110.5 SHOWN HEREON: SUBJECT TO THE PROV12>0N THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTING OF IMPROVEMENTS ON LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS AND FURTHER THAT SAID APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE 06<.)(BLIC HIGHWAYS. 150A1(D OF gO4N1Y COMMISSIONERS OF (,p6A FIE CO NT , COLORADO Es ' HaNiY AND ( • E SEAL ,.F LE)COUN 0' GAR �. CLERK VICINITY MAP SCALE:1" = 2000' MORTGAGE HOLDER CERTIFICATES; ST. FINNBAR LAND COMPANY, A COLORADO CORPORATION, BEING THE BENEFICIARY OF THAT CERTAIN DEED OF TRUST DATED JUNE 14, 2000 AND RECORDED 1041 17, 2000 IN BOOK 1197 AT PAGE 802 AS RECEPTION N0, 566425 ENCUMBERING THE REAL PROPERTY DESCRIBED HEREON 1S LOTS 1 - 5 AND 11 - 13 HEREBY CONSENTS TO AND APPROVES THE FILING OF THIS PLAT IN ACCORDANCE WITH THE COVENANTS, RESERVATIONS EASEMENTS, OBLIGATIONS AND CONDITIONS APPEARING HEREON AND AGREES THAT SAID DEED OF TRUST SHALL BE 000401NATE TO THIS PLA EXECUTED a - 1{ THIS DAY OF 2000. ST. ,EINNBAR.LAND COMPANY BY \ ES IOENT�"' u STATE OF CQ%4rtdo ) 1 55 COUNTY OF /5)4/0 (',0 .)3 ) THE FOREGOING MORTGAGE OLDER'S CERTIFICATE WAS ACKNOWLEDGED BEFORE 1y� i (5 _DAY OF (7220:. 2000 8Y Krn� .. .. PRESIDENT OF 5T. FINNBAR LAND COMPANY. WITNESS MY HAND AND OFFIC S tkO Idla tON EXPIRES MY COMM I55ION EXPIRES: 0.1'8(01 NOTARY PUBLIC VECTRA BANK COLORADO, NATIONAL ASSOCIATION, BEING THE BENEFICIARY OF THAT CERTAIN DEED OF TRUST DATED SEPTEMBER 11, 2000 AND RECORDED SEPTEMBER 22, 2000 IN 000K 1208 AT PAGE 681 AS RECEPTION N0. 569721 ANO THAT CERTAIN DEED OF TRUST DATED SEPTEMBER 11, 2000 AND RECORDED SEPTEMBER 22, 2000 IN BOOK 1208 AT PAGE 689 AS RECEPTION N0. 569722, WHICH DEEDS OF TRUST ENCUMBER THE REAL PROPERTY DESCRIBED HEREON HEREBY CONSENTS TO AND APPROVES THE FILING OF THIS PLAT IN ACCORDANCE WITH THE COVENANTS. RESERVATION5 EASEMENTS, 080104TION5 AND CONDITIONS ,APPEARING HEREON AND AGREES THAT SAID DEEDS OF TRUST SHALL Be SUBORDINATE TO THIS PLAT. /> (1 EXECUTED THIS DAY OF `/.11c-t114%r1? 2000. VECTRA ' COLOR BY' PRINT NAME: 7'607 S TITLE: 42544070SRI STATE OF G74,6>0DO )SS COUNTY OF 1'1 -TAW THE FOREGOING MORTGAGE HOLDER'S CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS �7 DAY OF pa4Ma1FGR' LO>O DY N666R15L'/ C' 20(j7,NTITLE), OF VECTRA BANK COLORADO. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIR S:/ -0S-0003 TZTO,',Z8[* NOTARY PUBLIC HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (303) 945' 8676 CERTIFICATION OF DEDICATION AND 084106SHIP ;(NOW ALL MEN 8Y THESE PRESENTS: THAT THE 5T. FINNBAR FARM LAND COMPANY IS THE OWNER OF LOTS 6- 10 AS DESCRIBED BELOW AND ROARING FORT( FARM LLC IS THE OWNER OF LOTS 1-5 & 11-13 AS DESCRIBED BELOW PROPERTY DESCRIPTION (LOTS 1-5 & (1-13) A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 6,12,13 AND 19 OF SECTION 31, 101040HIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO, SAID PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY LINE OF COUNTY ROAD N0. 100, A REBAR AND CAP L.S. N0. 19598 IN PLACE, WHENCE THE WITNESS CORNER STONE TO THE NORTHEAST CORNER OF SAID SECTION 31 BEARS N 41'08'04" E, 3203..06 FEET; THENCE ALONG SAID WESTERLY LINE, S 11'37'27" 8, 1304.69 FEET TO A RERAN AND CAP L.S. N0. 10732 IN PLACE; THENCE ALONG SAID WESTERLY LINE, 5 23'40'24" W, 80.58 FEET TO A REBAR AND CAP L.S. N0. 19598 IN PLACE; THENCE CONTINUING ALONG SAID WESTERLY LINE, S 36'04'45" \N, 05,18 FEET TO THE CENTERLINE OF THE ROARING FORK RIVER: THENCE LEAVING SAID WESTERLY LINE THE FOLLOWING THREE (3) COURSES ALONG SAID CENTERLINE OF RIVER: N 65'57'30" W, 56.75 FEET; THENCE N 63'59'46" W. 319.32 FEET; THENCE N 66'50'18" 6, 203.39 FEET; THENCE LEAVING SAID CENTERLINE, N 24'12`14" E, 398.65 FEET; THENCE N 84'20'26" 9, 101.65 FEET; THENCE N 49'42'30" W, 272.71 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 21'49'01", A DISTANCE OF 19.04 FEET (CHORD BEARS 11 03'39'54" W, 16.02 FEET) ; THENCE N 14'34'24" W, 88.01 FEET; THENCE ALONG A NON -TANGENT CURVE 40 THE RIGHT HAVING A RADIUS 0F261.68 FEET AND A CENTRAL ANGLE OF 27'15'20", A DISTANCE OF 124.49 FEET (CHORD BEARS N 76'29'10" W. 123..32 FEET) ; THENCE N 61'49'31" W, 171.06 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 7'34'42". A DISTANCE OF 13,23 FEET (CHORD BEARS N 58'02'10" W, 13.22 FEET) ; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 100,00 FEET AND A CENTRAL ANGLE OF 37'03'56", A DISTANCE OF 64.69 FEET (CHORD BEARS N 36'42`51" W, 63.57 FEET) ; THENCE N 17'10'54" W, 1.79 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET ANDA CENTRAL ANGLE OF 33'47'53", A DISTANCE OF 56.99 FEET (CHORD BEARS N 34'04'50" W, 58.14 FEET) ; THENCE N 50'58'46" W, 63.72 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 12'57'50", A DISTANCE OF 45.25 FEET (CHORD BEARS N 46'12'57" W, 45.16 FEET) ; THENCE N 42'22'29" W, 77.81 FEET; THENCE S 59'44'43" W, 20.46 FEET; THENCE N 41'25'36" W. 263.16 FEET; THENCE N 43'23'51" Nl, 235.49 FEET; THENCE N 78'34'25" W, 290.18 FEET; THENCE N 00'02'56" E, 219.94 FEET; THENCE N 89'11'07" E, 66,08 FEET TO A REBAR AND CAP L.S. N0. 19598 IN PLACE; THENCE N 00000'10" E. 262.99 FEET TO A REBAR AND CAP L.S. N0. 09596 IN PLACE; THENCE 5 76'47'40" E, 1038.73 FEET TO A REBAR AND CAP L.S. NO. 19598 IN PLACE; THENCE S 13'12'20" W, 120.00 FEET TO A REBAR AND CAP L.S. N0. 19598 IN PLACE; THENCE S 81'01'17" E, 285.92 FEET TO A REBAR AND CAP L.S. N0. 19598 IN PLACE; THENCE S 41'30'29" E, 89,74 FEET TO A REBAR AND CAP L.S. N0. 19598 IN PLACE; THENCE 5 62'48'46" E. 375.98 FEET 70 A REBAR AND CAP L.S. N0. 1959$ IN PLACE: THENCE 5 77'44'52" E, 317.09 FEET TO A REBAR AND CAP L.S. N0. 19598 IN-PLACE: THENCE S 72'41'32" E, 136.34 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 46.849 ACRES, MORE OR LESS. PROPERTY DESCRIPTION (LOTS 6-10) A PARCEL OF LAND SITUATED IN GOVT LOTS 6, 12, 13, AND 19 OF SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST, OF THE SIXTH P.M., GARFIELD COUNTY, COLORADO, SAID PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE WITNESS CORNER STONE TO THE NORTHEAST CORNER OF SAID SECTION 31 BEARS N 55'33'00" E. 5673.88 FEET; THENCE N 00'00'33" E, 1273.09 FEET; THENCE IN 69'11'07" E, 405.25 FEET; N 00'02'58" E, 219.94 FEET; THENCE 0 76'34'25" E, 280.18 FEET; THENCE 5 43'23'51" E, 235.40 FEET; THENCE S 41'25'36" E, 283.16 FEET; THENCE N 59'44'43" E, 20.46 FEET: THENCE S 42'22'29" E, 77.61`, FEET; ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 12'57'50", A DISTANCE OF 45.25'(CHORD BEARS S 46'12'57" E, 45.16 FEET); THENCE S 50158'.46" E, 63.72 FEET; ALONG THE ARC OF A CURVE TO 1'HE RIGHT HAVING A RADIUS OF 100.00 FEET AND A CENTRAL. ANGLE OF 33'47'53". A DISTANCE OF 58.99'(CHORD 8E065 5 34'04'50" E, 58.14 FEET); THENCE S 17'10'54" E, 1.79'; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 37'03'56". A DISTANCE OF 64.69' (CHORD BEARS S 35'42'51" E, 63.57 FEET); THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET ANO A CENTRAL ANGLE OF 07'34'42", A DISTANCE OF 13.23'(CHORD BEARS 0 58'02'10" E. 13.22 FEET); THENCE S 61'49'31" E. 171.06 FEET; THENCE ALONG THE ARG OF A CURVE TO THE LEFT HAVING A RADIUS OF 261.69 FEET AND A CENTRAL ANGLE OF 27'15'20", A DISTANCE OF 124.49'(CHORD BEARS S 76'29'10" E, 123.32 FEET); THENCE 5 14'34'24" E, 88.01 FEET; THENCE ALONG THE ARC OF A. CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 21'49'01", A DISTANCE OF 19.04'(CHORD BEARS S 03'39'54" E, 18.92 FEET); THENCE 5 49'42'30" E 272.71 FEET; THENCE 5 84'20'26" E, 101.85 FEET; THENCE 0 24'12'14" W, 396.65 FEET TO THE CENTERLINE OF THE ROARING FORK RIVER: THENCE THE FOLLOWING FIVE(5)COURSES ALONG THE CENTERLINE OF SAID RIVER: N 75'33'21" W, 272.62 FEET; THENCE N 84'25'20" W, 257.22 FEET; THENCE N 87'41'19" 4J, 223.16 FEET; THENCE N 88'30'35" Y/, 346.12 FEET: THENCE N 65'59'25" W, 120.15 FEET; THENCE LEAVING SAID CENTERLINE N 00130'00" W, 233.20 FEET TO A BRASS CAP L.S. N0. 10732, THENCE N 88'31'40" E, 499.89 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINING 38.732 ACRES, MORE OR LESS. THE TOTAL ACREAGE EQUALS 85.581 ACRES, MORE OR LESS. THAT SAID OWNERS HAVE CAUSED THE SAID REAL PROPERTY TO 8E LAID OUT AND SURVEYED AS ST. FINNBAR FARM SUBDIVISION, A SUBDIVISION OF A PART OF GARFIELD COUNTY, COLORADO KNOW ALL MEN BY THESE PRESENTS, THAT 5T. 4NN8AR LAND COMPANY, A COLORADO CORPORATION AND ROARING FORK FARM LLC, A COLORADO LIMITED LIABILITY COMPANY BEING THE OWNERS OF ALL THE REAL PROPERTY HEREIN 2650610E0, HAVE BY THESE PRESENTS LAID OUT, PLATTED AND SUBDINOED THE SAME INTO LOTS AND OTHER INTERESTS AS SHOWN ON THIS PLAT CONTAINING A TOTAL OF 2 SHEETS UNDER THE NAME AND STYLE OF 5T, FINNBAR FARM AND BEING SUBJECT TO THE DEDICATIONS, COVENANTS. RESERVARONS,'EASEMENTS, COND110N5 AND OBLIGATIONS NOTED HEREON. THAT SAID OWNERS 00 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 or 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, 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 EASEMENTS AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. THAT ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE OWNERS, THE 5T. FINNBAR FARM SUBDIVISION H041E OWNERS ASSOCIATION OR THE OWNERS OF LOTS 1 - 13, ST. FINNBAR FARM SUBDIVISION, NOT BY THE COUNTY OF GARFIELD. DATED -C')Se--- 200 0 OWNER: ST. FINN AN LAND COMPANY, A COLQRA 00 POR'ATON BY: _ PRESID N - OWNER: RO RT A COL BY - MANAGE STATE OF 6,1'440' ) //;� COUNTY OF /l00 ) SS. K FARM, 1¢C, IMI 002108ILIIY COMPANY THE FOREGQINC ;NSTfjUf,AENT 1440 ACKNOWLE FD BEFORE ME OAY OF Mar20014_ BY GLAC2A�.L">✓i£ PRESIDENT OF ST. FINNBAR LAND COMPANY. WITNESS MY HAND AND OFFIC 606o.IONFI,PIRES MY COMMISSION EXPIRES: 417101 ' 4224 G' -!Er? 47-eZ0. '' NOTARY PU,,BLIC STATE OF C p/argcle ) COUNTY OF .01;4)./1 ) 55. THE F0REG0410 19STRUNT WAS ACKNOWLEDG40 BgEFORE ME THIS _S DAY OF __r-LL'€'C_P'snME� , 20042_ 8Y �'/ C M,V,�+ MANAGER OF ROARING FORK FARM LLC. WITNESS MY HAND AND OFFICIAL SEAL: 61Y COMMISSION EXPIRES: MYCOMI4I4UNE<PIR0S _7_20,-6,"4,112€414" 41710) (NOTARY :tR00LIC COUNTY SUR40YOR'SICTRTFICATE APPROVED FOR CONTENT AND FORM 0) AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING. P0002089 TO C.R.E. 19 } -51-101 AND 102 (REVISED). CER0FICATE THIS PLAT WAS FILED FOR RECORD IN THE OF9CE OF THE CLERK AND RECORDER OF GARFIEOI COUNTY, 00206007. AT _ -Z__- O'CLOCK _� M ON THE =L r/ _ DAY OF iiRN4,94y __, 200.x__, ANO IS DULY RECORDED IN BOOK ____--___, PAGE _-_____. AS RECEPPON NO. 3/ 20•" PD 177(490744 9-4 CLERK AND RECO ER BY: DEP 89074.08 08\PPLAT--P1 /5/40 PARCEL B ,-USAGE EASEMENT BOOK 697 PAGE 616 (DEED = 471,38') N89°11'O7"E 471.33' ST FINAL PLAT FINN AR FARM SUBDIVISION SITUATED IN LOTS 6, 12, 13, AND 19, OF SECTION 31, TOWNSHIP 7 SOUTH, gQ RANGE 87 WEST OF THE 6TH P.M. GARFIELD COUNTY, COLORADO. SHEET 2 OF 2 _ '0525' .\17.0 66. `iaya' -•,- __-. --___ E12 2 .�� _ - - 305.22' W.2o'�213.33 .. _..___ :' ,'! X100 YR FLOODPLAIN -V \. ?.-.. x. 'J� ( LIMITS PER FEMA U)J1 'my off. . -- 7--_-' s� 'y� p 92 3 _ Os' MAINTENANCE EASEMENT / f a\ ^-i,, -- 100 YR FLOODPLAITI LIMITS) �' _'-+.$2,30\."7"-------\.'6\ d6, 34'25"e PER FEMA FIRM MAF' S90'00'001E ^I 2H0.`'^t,a � DATED 1/86 /M . 94.20 11 . . . . . 7•-.�,:j \ �'/00'1\ 1 ISS., . :-'--- ---------...-__276 EXISTING FENCE 0.1 r 3' I Br4'�' 100 YR FLOODPLAIN LIMITS PER FEMA FIRM 6E%J MAP DATED 1/66 4`,,/.-- s8.7,.,34.0,_ ,5 / 587'1434'W 000369,2O 66 ti .2-, "----- ..... J045-MITN. FFE=6253.7 .y/6 S� LOT 5 564,026. SF +/- 13.407AC+- PAIN. FFE- 625 .0' --45' ACCESS & UTILITY E85EMG 6' --- 3j$'3, \fig• ‘'6--W. Ni J* Atl hA" ru, ,-100 YR FA- T -- AY - LIMITS PERER - FEMA 1 60,590 LOT5F 3 +/- 1 +/- MIN. MIN. FFE=6263.5' 59R "78z9'o4;w.. .. 0/ 047. . . .016 LEGEND OPEN SPACE AREA ACCESS & UTILITY EASEMENT 100 YR FLOODPLAIN PER FEMA FIRM MAP BUILDING ENVELOPE EASEMENT LINE - - - - - - OPEN SPACE O REBAR & CAP 00050 O REBAR & CAP SET, LS 19598 BLUE CREEK, FOUND REBAR & CAP L.S. 19590 S72°41 '32"E 13634' SS 609' 100 YR tL00DWAY LIMITS PER FEW\.FlRM MAP 501E0 1/86 N88-51.225”1.-- 186 14' Bb'S525'1`18614' 00 YR FLOODPLAIN LIMITS PER FEMA FIRM MAP DATED 1/66 II ET_ 240,259. SF +/- 5.515 AC +/- MIN, FFE=62602' 8.83.57'1.01 fl � m I yg OO PLAIN 100 IR PER EEPAA FIRM ' I.i LIMIT'S PEfi FEPdA FlRM1 I16 MAP DATED 1/66 NIN LOT 2 501 0 143.346 5,791 A50C+,-/- -1` 619.. FFE=626/- 5.5' s � N 509'S5'29'W o'. 169.26' 1401 _V1' 178,304 5F . / H, in a IW 4,093 AC +// MIN. FFE= 0201: 4/Y l y _8130.46 ' J 130.4' O 7 28'04'44"E: 64.21' 100 1R FLOODWAY FLOERPLAIN LIMITS �- WITNEBS•CORNER .TO BE SET 143.74= 091 k ,.12.11 0'4.27' ----- RA, 10' 023 0J,°°4D BEING DEDIDA'�',� Ytl FOUND REBAR & CAP L.C. 19598 / . lI' I I/^ / 11-13 20' UTILITY E4A4S9 LEN / 0EC. N0. 25449 �. /// // cis7ll l / / /• I.//' / /ll' / ( -TIE TO W.C. (STONE) / TO THE NORTHEAST CORNER SECTION 31, 9141'08'04'E 3203.06' P.0,8. LOTS 1-5 & ARCEL A 25900 EASEMENT BOOK 607 PA00 621 53200'02"0 94.66' 20' UTILITY-'✓� Zb69^ 9./EMENT TO LOT 8 a 00' WITNESS'CORNER'TO B2 SET S88'3140" W-___ 49'.89 T, 100 YR FLOODPLAIN- & Pt00DWAY LIMN5 OUND, BRASS CAP 5. 010732 0254.15 -ACCESS AND .UTILITY �•-..EA`ENT -100 YR FLOODPLAIN? S d. FL000WAY 06135 LOT A 299,917. SF +/- 41.1385 /- 8 885 AC +7-5' N. FFE=6250.0' o! '4 SET WITNESS COFINER G18O88 5'89'56'48'E: 93.54' 7 LOT 12 124,827. SF +/-- 2.065 AC +/- MIN. FFE=6265.0' S69'56'48"E 167.27' 1 ' 'Ib1.©gT.urs Ci ITNESS CORNER TO BE BET N44. t -s\ `1U0 YR 'FLOODPLAIN' N 1•_ - & FLOODWA9 LIMA Gl. . . . . _ N g� L TIE TO W.C. (STONE) TO THE NORTHEAST CORNER SEC5ON 31, 925'33'00'E 5673.88' P.0.8. LOTS 6-10 GRAPHIC SCALE 200 ROARING FOR RIVER ,.W r FT WOE FISHERMAN'S E'2I / ' 0ASEMENi FROM MEAN `, SET 401NE55•CORNER 9(06' 8ATE81 NINE APPROXIMATE LOCATION MEAN HIGH. WATER LINE. SEE. NOTE. 16. ( (0 FEET ) 1 inch = 100 Pt LOT 10 140,820 SF 3.232 AC +/ MIN. FFE=5264.5' N88'30'35"W 346.12 N87'41 W 22.3.1f�'-PJ 1345 •151«7' _...-..�-_J� ----,W 257.<'2 '�G: ...-_-_- � - �-�� X N75 0 CENTERLINE 0F( ER DEED)NG FORK RIVER ` _ p3t3z,$ 4,, �S'T�47LTNESS CORN IS93'22'47"kl `78'00'35 •V✓100 YR FLOODPLAIN 82.04 _ T ti2�� 8: FtOgOWAY LINTS 8¢•2.12N"6Y• N94'20'11`W. OL T 13 230,032 SF +/- 50 5,280 AC +/ 57, - MIN. F6E=6267.8' 50' INGRESS. EGRESS, EMERGENCY ACCESS, DRAINAGE, IRRIGA0ON AND UTILITY EASEMENT. �4' 1 S78'35005�0 E /°5 s ' r56S \,imo.g'a3> '1.;;-`2;4-./.. 3>�3 r •2 4064 SIS ES5 6j5g5 & UTILITY EASEMENT 56J 276.9L0O2T5111 +/- 67. \ �.. '\ \� .' \ 100 YR 14000PLAM', HIGH COUNTRY ENGINEERING, CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 61601 (970) 945- 8676 79, 85.1 / FOUNC1 REBAR 84 ,12.5' EXISTING UTILITY REC. NO. 355739 BK. 656 PG 856 50' NATURAL GAS EASEMENT REC. No. 215439 CENTERED 00 EXISTING GAS MAIN CAP/L.3. 10732 LINE CHART LINE I DIRECTION DISTANCE E6 971'34'10'0 53.06' EEN 541 25 36 E 61.75' 529 30'10 63.92' 6E10 515'36'55'E 54.66' BE 52014'07" 21.45' B 12 566'55'36 6 14 B01 F3'07'20 9 25' E2 1,1713'24233 115.19' E3 059.29 E4 569 07 977 48 15 107.71 E6 0611427 V/ 217 42 07 Sbr37'48"W 407.90' 8 975'30 58 W 302.69 E9 N06 40 03 W 321.3T 610 579'28'22'W 586 86' 011 N50'5,1W-41 145.89' E12 08911'orw 578.55' 613 50000'33"W 223,53' E14 06219 51 E 240 42' 615 541'59'41'0 185.97' 616 56115'44't 148.96' E17 N90 00'00"E 56.59' 018 089'48'32"E 107 70' ERT, 527'51'29"W 02 583 27'13"E 207,73' 22 571'20'33'E 164 63' E23 558'480CE 138.29' E24 57272'55'E 82,00' E25 56115'31'0 586.74' E26 060 45'531v 352.72' 27 347,-4.7396 142 56' F29 61710'16'V 42 06' L1 N78.22 33 W 81 28' L2 67.09'TTTY 11.60' L3 089'57'57 W 74.79' L4 S61'49'31"E 171.06 L5 350.58'46"E 63 72 L6 2'29"0 77,81 35 49 11 25,04 9444 7"2..0312' 4 53'58'30"W 76.05r L19 039.05'29 E 152.38 L20 02074'39 W 10.29' L22 020 24 39 W 10 26' L23 589'57'57'W 11.54' L27 559'45'22'E 4,67 la R1710 54 E 1.79 L29 N72'49'42"W 89.00 S1710'18 42.06 L31 S1154'45" 42.98' L3 572'49'4e0 47 45 567'09'16'W 10.34' 8 S28.24 20 W 68 57F L39 08624'20ON 75.98' L41 51454 24"0 32.14' CURVE CHART CURVE 01 LENGTH CHORD ARING DELTA 150 00 10 .44 01.40 8 '5209 39 350 00 155.73 154.44 079'54'03'W 25'29 33 03 118.12' 075.31MeW 04 05 00 00.00 261.89 60.72' 121 40' 124.49 67.98' S34 59'39"14 114.08' 555'11'18'W 123.32-E'76'2910"E 2715 20 19 80 00 44 64' 4452' 5 9439 29 412'30" C14 165.00' 132.77' 129.22' 578'24 40''W 46'06TV 015 105.00' 148.54 136.46' 660'56'13"W 81'03'09' 018 130.00' 157 81' 148,30' SS2::1111111884/ 669973:1'7 CI9 70.00 134.24 581'04 50"W 47,00.59*' 020 70.00 51.10 49.97 021 70,00 85_91 80.62 C22 70,00 61.19 59,26 023 350.00 53.86' 53.80' 024 100.00 56.99 58.14 S34'04"50FE 33.47'5F- 025 200,00 45.25 5.16 4692'57"E 12'57'50' 027 0 00 19.04 30 00 50,00 44 24 19.04 40.34 N77.5 54"E 84'29 27 031 120.00 24.80 24.76 523'06'11"E 11'50'34 9'24 49 70 N82'56 41 W 89f274.05 -08V,PLAT 2/5/00