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HomeMy WebLinkAbout5.0 Final PlatFIRST AMENDED PLAT a a ROARING FORK PRESERVE A PARCEL OF LAND SITUATED SECTIONS 35 & 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PM COUNTY OF GARFIELD, STATE OF COLORADO NOTES.- 1. THIS SURVEY IS BASED ON BOUNDARY SPLIT SURVEY PREPARED BY SCARROW & WALKER, INC., DATED MAY 18, 2000. 2. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N89053491 BETWEEN THE NORTHWEST CORNER OF GOVERNMENT LOT 4, SECTION 36, AND THE NORTHEAST CORNER OF GOVERNMENT LOT 4, SECTION 36, BOTH CORNERS BEING MONUMENTED AS SHOWN HEREON. 3. BUILDING ENVELOPES ARE AS CALLED OUT ON THIS PLAT. 4. THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT TO THE TERMS, PROVISIONS AND CONDITIONS OF (i) GARFIELD COUNTY APPROVAL RESOLUTION NO. 2001-60 CAPTIONED "A RESOLUTION CONCERNED WITH THE APPROVAL OF A PRELIMINARY PLAN FOR THE ROARING FORK PRESERVE SUBDIVISION" RECORDED IN BOOK 1279 AT PAGE 57 OF THE REAL ESTATE RECORDS OF GARFIELD COUNTY, COLORADO AND (ii) DECLARATION OF PROTECTIVE COVENANTS FOR THE ROARING FORK PRESERVE RECORDED AS RECEPTION NO. 603998 OF THE REAL ESTATE RECORDS OF GARFIELD COUNTY, COLORADO AND (iii) EASEMENT AND RIGHTS OF WAY GRANTED OR RESERVED ON THIS PLAT AND AS SET IN THE DECLARATION OF PROTECTIVE COVENANTS. 5. THE MINIMUM DEFENSIBLE SPACE DISTANCE SHALL BE 30 FEET ON LEVEL TERRAIN, PLUS APPROPRIATE MODIFICATION TO RECOGNIZE THE INCREASE RATE OF FIRE SPREAD AT SLOPED SITES. THE METHODOLOGY DESCRIBED IN "DETERMINING SAFETY ZONE DIMENSIONS, WILDFIRE SAFETY GUIDELINES FOR RURAL HOMEOWNERS", (COLORADO STATE FOREST SERVICE) SHALL BE USED TO DETERMINE DEFENSIBLE SPACE REQUIREMENTS FOR THE REQUIRED DEFENSIBLE SPACE WITHIN BUILDING ENVELOPES IN AREAS EXCEEDING FIVE (5) PERCENT GRADE. 6. FEMA'S 100 YEAR WATER SURFACE ELEVATIONS ARE BASED ON THE FOLLOWING DATUM: RM23 DESCRIBED 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 TRACT CENTERLINE. 7. IT IS THE INDIVIDUAL LOT OWNER'S RESPONSIBILITY, ACCORDING TO THE COLORADO NOXIOUS WEED ACT AND GARFIELD COUNTY'S WEED MANAGEMENT PLAN, TO MANAGE ANY NOXIOUS WEEDS ON HIS OR HER PROPERTY. THE ROARING FORK PRESERVE HOMEOWNER'S ASSOCIATION HAS OBTAINED A VEGETATION MANAGEMENT PLAN FOR THE ROARING FORK PRESERVE SUBDIVISION, PREPARED BY BEACH ENVIRONMENTAL, LLC. A COPY OF THIS PLAN IS AVAILABLE FOR INSPECTION AT THE OFFICES OF THE ROARING FORK PRESERVE HOMEOWNER'S ASSOCIATION. 8. ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT WITHIN THE SUBDIVISION AND THE DOG SHALL BE REQUIRED TO BE CONFINED WITHIN THE OWNERS PROPERTY BOUNDARIES, WITH ENFORCEMENT PROVISIONS AS SET FORTH IN THE PROTECTIVE COVENANTS FOR THE SUBDIVISION. 9. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, EACH LOT WILL BE STAKED AND CERTIFIED BY A REGISTERED LAND SURVEYOR VERIFYING BUILDING LOCATION WITHIN APPROVED ENVELOPE. 10. ACCESSORY DWELLING UNITS ("ADUs") SHALL BE PERMITTED ON LOTS 5, 2, 7 & 8 ONLY. EACH ADU SHALL COMPLY WITH THE STANDARDS APPLICABLE TO ADUs SET FORTH IN GARFIELD COUNTY ZONING LAND USE AND DEVELOPMENT CODE, AS AMENDED. 11. EACH LOT WILL BE SERVED BY AN INDIVIDUAL SEWAGE TREATMENT SYSTEM TO BE DESIGNED BY A PROFESSIONAL ENGINEER AS PROVIDED FOR MORE FULLY IN THE DECLARATION OF PROTECTIVE COVENANTS. 12. WETLAND BOUNDARIES WITHIN THE SUBDIVISION HAVE BEEN DELINEATED BY BEACH ENVIRONMENTAL, LLC, SEPTEMBER 19, 200, PROJECT NO. 0255. 13. SOILS TESTING WAS DONE AND GEOTECHNICAL REPORT WAS PREPARED BY HEPWORTH-PAWLAK GEOTECHNICAL, INC. DATED NOVEMBER 30, 2000, JOB NO. 100 627, 14. A SITE SPECIFIC GEOTECHNICAL INVESTIGATION SHALL BE CONDUCTED FOR EACH LOT TO DETERMINE PROPER FOUNDATION DESIGN AND MITIGATION OF POTENTIAL GEOLOGIC HAZARDS. 15. THE COLORADO DIVISION OF WILDLIFE SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGE TO LANDSCAPING IMPROVEMENTS, FENCING, ORNAMENTAL AND NATIVE PLANTS, AND GARDEN PLANTS RESULTING FROM THE ACTIVITIES OF WILDLIFE, 16. IRRIGATION EASEMENTS: ALL OF THE LOTS AND ROADWAYS WITHIN THE SUBDIVISION ARE SUBJECT TO AN EASEMENT FOR THE USE, MAINTENANCE, REPAIR AND REPLACEMENT OF THE MAIN DITCHES OF SLOUGH DITCH, AS DEPICTED ON THIS PLAT, AND ANY LATERAL DITCHES. SUCH EASEMENTS SHALL BE FOR A WIDTH OF 40-FEET, 20-FEET EITHER SIDE OF THE CENTERLINE. THE PROPERTY IS ALSO SUBJECT TO AN EASEMENT FOR LATERAL DITCHES AS THEY MAY BE CONSTRUCTION AND IN PLACE. NO DITCH LATERAL MAY BE RELOCATED WITHOUT THE PRIOR WRITTEN CONSENT OF ROARING FORK PRESERVE HOMEOWNERS ASSOCIATION AND, IF REQUIRED BY LAW, THE SLOUGH DITCH COMPANY, THE EASEMENT RIGHTS GRANTED HEREIN SHALL APPLY TO ANY RELOCATED DITCH LATERAL. NOTHING HEREIN SHALL ALLOW FOR ANY LATERAL DITCH TO BE INSTALLED WHEN SUCH WOULD INTERFERE WITH ANY STRUCTURE (NOT INCLUDING LANDSCAPING) THAT HAS BEEN BUILT OR THAT IS IN THE PLANNING STAGES OR THAT WOULD UNREASONABLY INTERFERE WITH THE ABILITY OF ANY LOT OWNER TO LOCATE STRUCTURES WITHIN THE BUILDING ENVELOPE. LAND USE SUMMARY LOT NO. AREA (AC±) ZONE ADDRESS 1 5.050 RURAL 021 SILVER SPRUCE DRIVE 2 5.739 RURAL 020 SILVER SPRUCE DRIVE 3 5.844 RURAL 014 SILVER SPRUCE DRIVE 4 7.897 RURAL 013 SILVER SPRUCE DRIVE 5 9.726 RURAL 006 SILVER SPRUCE DRIVE 6 10.029 RURAL 004 PONDEROSA PINES WAY 7 12.808 RURAL 015 PONDEROSA PINES WAY 004 WEEPING WILLOWS LANE 8 12.762 RURAL 012 WEEPING WILLOWS LANE 9 15Al2 RURAL 007 PONDEROSA PINES WAY 011 WEEPING WILLOWS LANE TOTAL LOT AREA 85.267 AC± RIGHT-OF-WAY AREA 4.766 AC± TOTAL AREA 90.033 AC± EXISTING ZONING = RURAL - PROPOSED ZONING = RURAL TOTAL DEVELOPMENT AREA = 90.033 ACRES± TOTAL NUMBER,OF LOTS PROPOSED = 9 TOTAL NUMBER OF DWELLING UNITS PROPOSED = 9 + 4 A.D.U.s TOTAL NUMBER OF\INDIVIDUAL DWELLING UNITS PROPOSED FOR EACH STRUCTURE: 1 PRIMARY DWELLING UNIT, 1 ACCESSORY DWELLING UNIT ON FOUR LOTS TOTAL NUMBER OF PROPOSED OFF-STREET PARKING SPACES = 9x4 + 4xl = 40 TOTAL PROPOSED DENSITY: 6.93 ACRES PER DWELLING WITH ACCESSORY UNITS 10.00 ACRES PER DWELLING WITHOUT ACCESSORY DWELLING UNITS rn - 0 HIGHWAY NO. 82 , s ll _y. i� -OWN OF ; ONQALE r - CATHERINE STORE ROAD : t r VICINITY MAP SCALE: 1" = 2,000' CERTIFICATE OF TAXES PAID I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE AND PAYABLE AS OF, UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLAT ARE PAID IN FULL. , AS OF THIS DAY OF A.D., 2020.'`�C�F ®�'aA�%`B m<% t• , o a Cl t Lit = � TREASURER OF GARFIELD COUNTY �O;'i-1fQB'4tJ� COUNTY SURVEYOR'S CERTIFICATE APPROVED FOR CONTENT &JD FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS AND DRAFTING PURS C.R.S. 38-5 1 102 (REVISED). GARFIELD COUNTY V OR WATE SURVEYOR'S CERTIFICATE I, RODNEY P. KISER, DO HEREBY STATE THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE COLORADO. I HEREBY STATE THAT THIS FIRST AMENDED PLAT WAS PREPARED BY ME AND UNDER MY RESPONSIBLE CHARGE. I FURTHER STATE THAT THE FINAL PLAT OF ROARING FORK PRESERVE RECORDED MAY 23, 2002 AS RECEPTION NO. 603992 SHALL REMAIN IN FULL AFFECT AND NO PROPERTY BOUNDARIES OR LOT BOUNDARIES WERE CHANGED OR VERIFIED BY THIS FIRST AMENDED PLAT. I HERE STATE THAT THE ONLY AMENDMENT TO SAID FINAL PLAT OF ROARING FORK PRESERVE IS NOTE NUMBER 10 SHOWN HEREON. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS DAY OF J, A.D. 2020. ' RODNEY P. KISER LICENSED PROFESSIONAL LAND SURVEYOR COLORADO REGISTRATION NO. 38215 _® cj 5, et lizo? AZ ROARING FORK PRESERVE BOARD OF COUNTY COMMISSIONERS CERTIFICATE 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 JbDAY OF f40V A.D., 2020, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN f UBJECT TO THE PROVISIONS THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE NANCING OR CONS CTIOIWIN MPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, PT AS SPECIFICA Y AGRBY THE BOARD OF COUNTY COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN AY OBLIGAT GARFIEUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY . OTHER BLIC DEDI TIONS HERE011 TITLE INSURANCE COMPANY CERTIFICATE TITLE COMPANY OF THE ROCKIES, BY AND THROUGH ITS UNDERSIGNED AGENT, DOES HEREBY CERTIFY THAT IT HAS EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND DEDICATED HEREIN AND TITLE TO SUCH LANDS IS IN THE OWNERS AND DEDICATORS FREE AND CLEAR OF ALL LIENS, TAXES AND ENCUMBRANCES, E CEPT FOLLO" y tift of v DATED THIS DAY OF A.D., 2020. TITLE COMPANY OF THE ROC IES BY: Newa�. $tit PURPOSE STATEMENT THE SOLE PURPOSE OF THIS FIRST AMENDED PLAT IS TO REVISE NOTE NO. 10 TO REFLECT THE TRANSFER OF THE "ADU" RIGHT FROM LOT 6 TO LOT 2 AS SHOWN IN REVISED NOTE 10 HEREON. THERE ARE NO OTHER AMENDMENTS. CERTIFICATE OF OWNERSHIP THE UNDERSIGNED, BEING SOLE OWNERS IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: LOTS 1 THROUGH 9, ROARING FORK PRESERVE, ACCORDING TO THE FINAL PLAT THEREOF RECORDED MAY 23, 2002 AS RECEPTION NO. 603992. CONTAINING 90.033 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 FIRST AMENDED PLAT ROARING FORK PRESERVE, 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. "SEE SHEET 2 FOR OWNERS' SIGNATURES". CLERK AND RECORDER'S CERTIFICATE THIS FI T AMENDE PLAT WAS FILED FOR RECORD IN THE OFFICE OE TH CLERK AND RECORDER OF GARFIELD COUNTY AT FIT - M., ON THE )�TN DAY OF [�UFM©p� A.D. 202Q AND IS DULY RECORDED IN RECEPTION N0. �, ^4is W ie. z-3,A ATTEST:! LEER_K_AND RECORDER BY. 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. FIRST AMENDED PLAT /\j OWNER'S ACKNOWLEDGEMENT LOT 1 KNOW ALL MEN BY THESE PRESENTS, SILVER SPRUCE PROPERTIES, LLC BEING THE OWNER(S) IN FEE SIMPLE OF LOT 1, ROARING FORK PRESERVE SUBDIVISION AS SHOWN HEREON DOES HEREBY ACKNOWLEDGE AND APPROVE THIS FIRST AMENDED PLAT AS SET FORTH HEREON. OWNER: SILVER SPRUCE PROPERTIES, LLC. 466 PONDERQSA PINES WAY CE1R9%1D O 81623 BY: NAME wit C-Atri &C&N TITLE:-i���,��� STATE OFSS COO ) COUNTY OF Gr►r�iK�j ) THE FOREGOINGAWNER ACKNOWLEDGEMENT WAS ACI N LE GED FORE ME THIS DAY OF ��IA�11 2020, BY M �c.:1 1►�r` S Ma OF SILVER SPRUCE PROPER IES, LLC. MY COMMISSION EXPIRES: ?©Z� WITNESS MY HAND AND SEAL N AR UBLIC OWNER'S ACKNOWLEDGEMENT LOT 2 KNOW ALL MEN BY THESE PRESENTS, JONATHAN C. WHITMAN REVOCABLE TRUST BEING THE OWNER(S) IN FEE SIMPLE OF LOT 2, ROARING FORK PRESERVE SUBDIVISION AS SHOWN HEREON DOES HEREBY ACKNOWLEDGE AND APPROVE THIS FIRST AMENDED PLAT AS SET FORTH HEREON. OWNER: JONATHAN C. WHITMAN REVOCABLE TRUST 300 SOPRIS CIRCLE BASALT, CO 81621 STATE OF to faghpo COUNTY OF &K-4fills THE FOR GOING OWNERS ACKNOWLEDGEMENT WAS ACKNOWLEDGED BEFORE ME THIS Z"j DAY OF 2020, BY JONATHAN C. WHITMAN AS TRUSTEE OF THE JONATHAN C. ITMAN REVOCABLE TRUST. MY COMMTSSTnN FXPTRFS• kU&Ullr «.=% OWNER'S ACKNOWLEDGEMENT LOT 3 KNOW ALL MEN BY THESE PRESENTS, WILLIAM L. HUTTON BEING THE OWNER(S) IN FEE SIMPLE OF LOT 3, ROARING FORK PRESERVE SUBDIVISION AS SHOWN HEREON DOES HEREBY ACKNOWLEDGE AND APPROVE THIS FIRST AMENDED PLAT AS SET FORTH HEREON, OWNER: WILLIAM L. HUTTON 5231 FARQUHAR LANE DALLAS, TX 75209 BY: m k . 14-10—iPb STATE OF o%-*w b ) COUNTY OFF` ))SS THE FORjkOIrjG OWNERS ACKNOWLEDGEMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF ` 2020, BY WILLIAM L. HUTTON AS OWNER. MY COMMISSION EXPIRES:404 WIT SS MY HAND AND SEAL 11 . 11A PUBLIC P W40 ROARING FORK PRESERVE A PARCEL OF LAND SITUATED SECTIONS 35 & 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PM COUNTY OF GARFIELD, STATE OF COLORADO ROCHELLE J SMITH NOTARY :} STATE OFCOLORADO, NOTARY 0 20194031456 OWNER'S ACKNOWLEDGEMENT LOT 4 KNOW ALL MEN BY THESE PRESENTS, TRAVIS AND CRESTA STEWART BEING THE OWNER(S) IN FEE SIMPLE OF LOT 4, ROARING FORK PRESERVE SUBDIVISION AS SHOWN HEREON DOES HEREBY ACKNOWLEDGE AND APPROVE THIS FIRST AMENDED PLAT AS SET FORTH HEREON. OWNER: TRAVIS & CRESTA STEWART 13 SILVER SPRUCE DRIVE CARBONDALE, CO 81623 BY: Qz&Ax�� BY: STATE OF Q COUNTY OFC� )SS THE FOREQQIrjG OWNERS ACKNOWLEDGEMENT WAS ACKNOWLEDGED BEFORE ME THIS3 ej DAY OF 2020, BY TRAVIS STEWART & CRESTA STEWART AS OWNERS. MY COMMISSION EXPIRES: , Ws5 OCHELLE J SMITH NOTARY PUBLIC WIT ESS MY HAND AN SEAL STATE OF COLORADO NOTARY ID 20194031456 Y COMMISSION EXPIRES AUG 19g 2023 RY PUBLIC plior- OWNERS ACKNOWLEDGEMENT LOT 5 KNOW ALL MEN BY THESE PRESENTS, BRADLEY D. & ELIZABETH P. TUCKER BEING THE OWNER(S) IN FEE SIMPLE OF LOT 5, ROARING FORK PRESERVE SUBDIVISION AS SHOWN HEREON DOES HEREBY ACKNOWLEDGE AND APPROVE THIS FIRST AMENDED PLAT AS SET FORTH HEREON. OWNER: BRADLEY D. & ELIZABETH P. TUCKER 4770 BOW MAR DRIVE BOW MAR CO 80123 BY: �•7 BY: • ��- STATE OF tO�il' COUNTY OF ��,i )SS THE FOREGOING OWNERS ACKNOWLEDGEMENT WAS ACKNOWLEDGED BEFORE ME THIS ZZ DAY OF '511�Q,� 2020, BY BRADLEY D. TUCKER AND ELIZABETH P. TUCKER AS OWNERS. ROCHELL J SMITH MY COMMISSION EXPIRES: a u%t tolls NOTARY PUBLIC STATE OF COLORADO NOTARY ID 2019 31456 WIT.WSS MY HAND AND SEALFuMyyCOMMISSION EXPI S AUG19, 2023 LIENHOLDER CONSENT AND SUBORDINATION - LOT 5 SEE lj�NrsL�EERS;ONSENT AND SUBORDINATION RECORDED SEPARATELY AS RECEPTION N0.`��� F IN THE GARFIELD COUNTY CLERK AND RECORDERS OFFICE. OWNER'S ACKNOWLEDGEMENT LOT 6 KNOW ALL MEN BY THESE PRESENTS, JONATHAN C. WHITMAN REVOCABLE TRUST BEING THE OWNER(S) IN FEE SIMPLE OF LOT 6, ROARING FORK PRESERVE SUBDIVISION AS SHOWN HEREON DOES HEREBY ACKNOWLEDGE AND APPROVE THIS FIRST AMENDED PLAT AS SET FORTH HEREON. OWNER: JONATHAN C. WHITMAN REVOCABLE TRUST 300 SOPRIS CIRCLE ,BASALT, CO 81621 ME: JONATHAN C. WHITMAN TLE: TRUSTEE STATE OF ) )SS COUNTY OF ) M� THE FORE I OWNERS ACKNOWLEDGEMENT WAS ACKNOWLEDGED BEFORE ME THIS ►� DAY OF 2020; BY JONATHAN C. WHITMAN AS TRUSTEE OF THE JONATHA C. W MAN REVOCABLE TRUST. MY COMMISSION EXPIRES: k i�OCHELLE J SMITH NOTARY PUBLIC I STATE OF COLORADO WI ESS MY' HAN*AN$EAL NOTARY ID 20194031456 L �Y CO � IS ION EXPIRES AUG 19, 2023 A Y PUI LIENHOLDER CONSENT AND SUBORDINATION LOT 6 SEE LIE HOLDERS CONSENT AND SUBORDINATION RECORDED SEPARATELY AS RECEPTION NO.. IN THE GARFIELD COUNTY CLERK AND RECORDERS OFFICE. � 9 OWNER'S ACKNOWLEDGEMENT LOT7 KNOW ALL MEN BY THESE PRESENTS, KARLA H. MILLER BEING THE OWNER(S) IN FEE SIMPLE OF LOT 7, ROARING FORK PRESERVE SUBDIVISION AS SHOWN HEREON DOES HEREBY ACKNOWLEDGE AND APPROVE THIS FIRST AMENDED PLAT AS SET FORTH HEREON. OWNER: KARLA H. MILLER, 110 WEEPING WILLOW LANE CARBONDALE, CO 81623 ►i0"! '-'Wv�A,..'. STATE OF ) )SS COUNTY OFI W 'i) THE FOPLCIPINOWNERS ACKNOWLEDGEMENT WAS ACKNOWLEDGED BEFORE ME THIS -;—Cm m DAY OF 2020, BY KARLA H. MILLER AS OWNER. MY COMMISSION EXPIRES:um f/Vror JOSLYN v UVOOD NOTARY PUSLIO WITNESS MY HAND AND SEAL STATE OF COLORADO NOTARY ID 2019402381141 MY COMMISSION EXPIRES JUNE 24. 2023 NOTARIPUBLIC LIENHOLDER CONSENT AND SUBORDINATION - LOT 7 SEE LIF, HOLDERS CONSENT AND SUBORDINATION RECORDED SEPARATELY AS RECEPTION NO._L IN THE GARFIELD COUNTY CLERK AND RECORDERS OFFICE. OWNER'S ACKNOWLEDGEMENT LOT 8 KNOW ALL MEN BY THESE PRESENTS, JAMES D. FINCH BEING THE OWNER(S) IN FEE SIMPLE OF LOT 8, ROARING FORK PRESERVE SUBDIVISION AS SHOWN HEREON DOES HEREBY ACKNOWLEDGE AND APPROVE THIS FIRST AMENDED PLAT AS SET FORTH HEREON. OWNER: JAMES D. FINCH 255 RIVERSIDE DRIVE BASALT, CO 81621 BY: STATE OF Cb,. _ ) )SS COUNTY OF ) THE FOREGOING OWNERS ACKNOWLEDGEMENT WAS ACKNOWLEDGED BEFORE ME THIS,jr DAY OF 2020, BY JAMES D. FINCH AS OWNER, MY COMMISSION EXPIRES: s% 11. VIA WITNE MY HAND AND SEAL NcWAlry PUBLIC OWNER'S ACKNOWLEDGEMENT LOT 9 KNOW ALL MEN BY THESE PRESENTS, DAVID A. MULKEY FAMILY LIMITED PARTNERSHIP BEING THE OWNER(S) IN FEE SIMPLE OF LOT 9; ROARING FORK PRESERVE SUBDIVISION AS SHOWN HEREON' DOES HEREBY ACKNOWLEDGE AND APPROVE THIS FIRST AMENDED PLAT AS SET FORTH HEREON. OWNER: DAVID' A. MULKEY FAMILY LIMITED PARTNERSHIP 1340 W HENDERSON STREET#2W HICAGO IL 60657 BY: NAME: Oh ,S ik Y TITLE: TRUSTEE STATE OF .f% )SS COUNTY OF ) THE FORE DING OWNERS ACKNOWLEDGWAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2020 BY' ENT M MUIVIM AS TRUSTEE OF DAVID A. MULKEY FAMILY11MITED PARTNERSHIP. MY COMMISSION EXPIRES: - 4 202Z WITNES MY HAND AND SEAL Ljzwmw WrAwpuftc SIA"'OF NOTARY PUBLIC 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. R-. 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N 4.> C25 210.00 IV3 '40* 67.97 34.28 N •440 E 67.67 C26 71Q.00 A ` .7" 1 5 37 63 S2 N 4 '' "" 104.27 27 210.09 1aiG•40'38" 61,12 30.78 N •4 • ' C To.91 C28 5. Vl: " ' 85.11 47. N . » •6 C29 76.00 82-27`17" 107.03 65.72 S •ST36~ W 98.86 ?5. • 44.41' - . 151 30,84 •1'' �' 57.04 C31 260.00 9'S1" 242.15 131.52 232.80 C5 250-00 17MWW 18 , - 63,99 N ' e 159,24 C33 300.00 . `: 123.05 42.4G S Z§:j' " 122,18 C34 0.00 6719'45" 230.02 1'33. 0 N •. 1.73 C35 1.51 5R64 " W► 148.64 C36 1f 0.00 18'18'08" 31I.94 16.11 C3 Si}0.00 106.93 53,54 S, a:11190 W tp6.83 C38 180.90 63.m'I r 200.97 112.41 N 21'S ' E' 190.69 C39 200, 2 6. '49'1e` 91.87 45.75 S Ai '32' 7N W '01. 7 C40 2.00 '44 '' 3 105 131,71 Q 11 1° F 220.00 C41 120.iM1 3- 19'11" • 55.12 28.0$ S 11'3 '27' W 54.64 C42 2 .00 " 3.13 1$4. CXi C43 95.00 41t3•.CA3" 68.06 35.57 '43' S" 66.Cf2 C44 185.Ot1 '.: " 269.6 16 1 '41" W 246.4 C45 115. 41 '43" 82.39 43.05 N O 43' 9" E $0.64 C.46 3 , 131. Mi 12" 15Q•28 C47 70.00 •.44' - 5" $1.53 46.10 N 11' `01" , 77.00 C48 70.00 71'4 " 82.25 4-& 77.61 C49 125.00 ' '59" 1OZ20 111.6U 9' 1" W 106,50 C50 75.100 41 'a3" 63-74 Moo N 83.4 '39" E 52.59 C51 .130.00 ` 7' 98,12 5143 N •1 , " 96-46, C52 2ES& •44'1 " 24-942 14 , 69 '01N W -234.40 C53 165.00 =&Ott, .1 1 7.31 ` 1" W 219.78 C54 5ZOO JV23" 40,51 21. 5 N ` 39.50 C55 5ZOO 61.74 35.10 18 C56 5200. 739 161.06 7346.45 « W.. ifl3. 7 C57 430-00 11 32 32" 81f..6 4,46 •45`36' W 4$ C58 MOD ' . " 1212.78 110.233 11 FOUND #6 REBAR AT MRTNESS CORNER TC3 St j4 SEC.�33�4 � 14 S FINAL PLAT 'Flt"mK PRESERVeE A PARCEL OF LAND SITUATED IN SECTIONS 85 AND 88, T.,'' S. R."88W, OF THE 6 COUNTY OF GARFIELD, STATE OF COLORADO SKEET 2 OF FOUND REBAR do CAP N 89'3349* E 60.0.00 LS 18478 FOUND WITNESS CORNER- REBAR dt CAP LS f950 tOO-YR FLOWWAY (WITNESSED 125.00 �-..• ., 100--YR FLOOOPLAF+I N 89'53'49" € 295.82' �" EDESTRIAN �"••"``«• , 25v,a o597 S.F,± .73Ac. t m ' _ a o - LOT 11 GRAPHIC SCALE P.050 Ac. e j ISO p 73 7b4 L iqG 800 sex;. 15' PEDESTRIAN ear CENTERLINE CEASEMENTr. {� �'� 40' IRRIGATION FOUND REBAR tk CAP { IN %E:7' } `ffi - EASEMENT LS i 26950 w­-FOUND REBAR 8c A 1 inch R 180 it. S LS # 26950 T REBAR & CAP S 67'24'03N E # 28954 f x 15i3! R4 2 +fig (`�•. S78'31'47"E • %"' $2.93' AND PE E!GENCY 187.41' 1 p FOUND REBAR do C LS 26950 J ,e„ ACCESS ESMT � " ! FOUND REBAR ,dc CAP FOUND REBAR & CA .• �.; �» i$ 2 , 2"E Ls # 26950 LS # 2l6930 �y ' •,� ASS of 1a�°� $ 69' 27 89'5$'t" E 33.38` 42L'3.25 37.45' 174.8C) i 74.85' 344,033 , F. ± ! ``•. i.1a " ", w 0" 49,54' 7.897 Ac, ± 1 c� fN r� tea c�`-• 671,371 S.F.°'- ��,, 15.412 Ac. ± -ADD. LOT 9 F �� 254,580 S.F. � BLOG ENV. '�/ 1 5.844 Ac.± L1 cis 1 / '� 'jy CENTERLINE �f � V�20' IRRIGATION FOUND REBAR & CAP o L � ^�� _� 40 IRRIGATION '+! EASEMENT LS 26950 { �"•-'--•- .. EASEMENTIL; � 6W RIGHT-OF-WAY *13 Am, V -� 40' RIGHT-OF-WAY L1131 r. • "` 1x 521. A ADOl LOT 7 Lei--6 4ri BLDG ENV. FIRE PROTECTION 8 vl :a *•mil EASEMENTLOT s 1,1Ei'i •ram -! W 555,902 S.F. `'•,� �,�, rr 423,669 SRF,± 12.762 Ac. f L A v1\ 5,C23' 557,909 S.F. `' , % ' " f \ter ICENRRIGATION ��, -.�. 12.808 Ac. t ,� 46 �\ EASEMENT •-•-. tn f Y 42.70` 9R39' Lgg- •. Crf, LOT � _� ,�, CENTERUNE 40' �? �,�� 436,$76 S, F.± IRRIGATION '' 10.029 Ac. :� ` EASEMENT EMERGENCY , .r � "� � � 'IWO ► � ( 'f�s` ACCESS EASEMENT � 'p 60' RIGHT -CIF -WAY ~`` FOUND REBAR & CAP : CENTERLINE 40` l LS€ 26950 1- IRRIGATION EASEMENT �}r}22*04*22" dill tV 22.78' N 88'45'27b E45�7�83' FOUNDREt3AR &CAP tfl' UTILITY LS # 14111 • ~��^ EASEMENT (TYP,) N ��4'+' " W �► . � r . `x`` • �.� 1. ,.. / s0 114.68'. 02'3$140" W 227.34' 1 ,1' '�2`5 W ,Fi2' S 7 •59 N 57'27'14" w 1 + ,95' s 51.5w5f FOUND REBAR do CAP _ _ - �� .+ FOUND REBAR & CAP ! S � 26950 u._�,}.r`''' i n of ,� n _ . OUND, REBAR & CAP &7.$(i L$ # 26950 POINT OF BEGINNING, ' n1 ,�J,�, �,�,�h� � ,�- LDS 14111 FOUND REBAR & CAP 16, UTILITY �,,ti �,�;ti,, u. ;� # LS 26950 EASEMENT � ''r... ,, ,.r.-^ � f4UPit} REBAR d9c CAP ` '4f'"�E N 8 �45, 6' E ----- IV WITNESS CORNER 754:64' 310•37' a6L�'45'2L�"1N .. - '� 1C12$.69' _ Ls 26�sa COUNTY ROAD HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS ,AND SURVEYORS 1517 BLAKE AVENUE; SUITE 161 GLENWOOD SPRINGS, COLORADO 81601 (970) 945' 8676 LINE TABLE FINAL PLAT 'Flt"mK PRESERVeE A PARCEL OF LAND SITUATED IN SECTIONS 85 AND 88, T.,'' S. R."88W, OF THE 6 COUNTY OF GARFIELD, STATE OF COLORADO SKEET 2 OF FOUND REBAR do CAP N 89'3349* E 60.0.00 LS 18478 FOUND WITNESS CORNER- REBAR dt CAP LS f950 tOO-YR FLOWWAY (WITNESSED 125.00 �-..• ., 100--YR FLOOOPLAF+I N 89'53'49" € 295.82' �" EDESTRIAN �"••"``«• , 25v,a o597 S.F,± .73Ac. t m ' _ a o - LOT 11 GRAPHIC SCALE P.050 Ac. e j ISO p 73 7b4 L iqG 800 sex;. 15' PEDESTRIAN ear CENTERLINE CEASEMENTr. {� �'� 40' IRRIGATION FOUND REBAR tk CAP { IN %E:7' } `ffi - EASEMENT LS i 26950 w­-FOUND REBAR 8c A 1 inch R 180 it. S LS # 26950 T REBAR & CAP S 67'24'03N E # 28954 f x 15i3! R4 2 +fig (`�•. S78'31'47"E • %"' $2.93' AND PE E!GENCY 187.41' 1 p FOUND REBAR do C LS 26950 J ,e„ ACCESS ESMT � " ! FOUND REBAR ,dc CAP FOUND REBAR & CA .• �.; �» i$ 2 , 2"E Ls # 26950 LS # 2l6930 �y ' •,� ASS of 1a�°� $ 69' 27 89'5$'t" E 33.38` 42L'3.25 37.45' 174.8C) i 74.85' 344,033 , F. ± ! ``•. i.1a " ", w 0" 49,54' 7.897 Ac, ± 1 c� fN r� tea c�`-• 671,371 S.F.°'- ��,, 15.412 Ac. ± -ADD. LOT 9 F �� 254,580 S.F. � BLOG ENV. '�/ 1 5.844 Ac.± L1 cis 1 / '� 'jy CENTERLINE �f � V�20' IRRIGATION FOUND REBAR & CAP o L � ^�� _� 40 IRRIGATION '+! EASEMENT LS 26950 { �"•-'--•- .. EASEMENTIL; � 6W RIGHT-OF-WAY *13 Am, V -� 40' RIGHT-OF-WAY L1131 r. • "` 1x 521. A ADOl LOT 7 Lei--6 4ri BLDG ENV. FIRE PROTECTION 8 vl :a *•mil EASEMENTLOT s 1,1Ei'i •ram -! W 555,902 S.F. `'•,� �,�, rr 423,669 SRF,± 12.762 Ac. f L A v1\ 5,C23' 557,909 S.F. `' , % ' " f \ter ICENRRIGATION ��, -.�. 12.808 Ac. t ,� 46 �\ EASEMENT •-•-. tn f Y 42.70` 9R39' Lgg- •. Crf, LOT � _� ,�, CENTERUNE 40' �? �,�� 436,$76 S, F.± IRRIGATION '' 10.029 Ac. :� ` EASEMENT EMERGENCY , .r � "� � � 'IWO ► � ( 'f�s` ACCESS EASEMENT � 'p 60' RIGHT -CIF -WAY ~`` FOUND REBAR & CAP : CENTERLINE 40` l LS€ 26950 1- IRRIGATION EASEMENT �}r}22*04*22" dill tV 22.78' N 88'45'27b E45�7�83' FOUNDREt3AR &CAP tfl' UTILITY LS # 14111 • ~��^ EASEMENT (TYP,) N ��4'+' " W �► . � r . `x`` • �.� 1. ,.. / s0 114.68'. 02'3$140" W 227.34' 1 ,1' '�2`5 W ,Fi2' S 7 •59 N 57'27'14" w 1 + ,95' s 51.5w5f FOUND REBAR do CAP _ _ - �� .+ FOUND REBAR & CAP ! S � 26950 u._�,}.r`''' i n of ,� n _ . OUND, REBAR & CAP &7.$(i L$ # 26950 POINT OF BEGINNING, ' n1 ,�J,�, �,�,�h� � ,�- LDS 14111 FOUND REBAR & CAP 16, UTILITY �,,ti �,�;ti,, u. ;� # LS 26950 EASEMENT � ''r... ,, ,.r.-^ � f4UPit} REBAR d9c CAP ` '4f'"�E N 8 �45, 6' E ----- IV WITNESS CORNER 754:64' 310•37' a6L�'45'2L�"1N .. - '� 1C12$.69' _ Ls 26�sa COUNTY ROAD HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS ,AND SURVEYORS 1517 BLAKE AVENUE; SUITE 161 GLENWOOD SPRINGS, COLORADO 81601 (970) 945' 8676 LINE TABLE UNE LENGTH OFA940 . Lt 96.63 ' . ~E L2 30.62 ` L3 66.61 1' "W L4 1.96 - * L5 131.95 • 4* L6 44,04 S4812'47" L7 4.51 '47"W La 332,11 2G`47'5"W L9 .78 74.41' " L10 67.91 N82'21'04"E L11 116,46 . '51 02 124.72 70 '01"W L13 5!, s2 ' 1"E L14 13,38 • »W LIS 11,31 3'12'07"W L16 116.E L17 67. 1 2` 1'04"W Lio 7e1 ,1R » Lie t .95 '31' " L 0 61 N17 1' " L21 30,6 1 ' "E L22 +90.25 S '1 ' " L23 NOI . N L24 I+Ig4.1 L2-5 60,51 N • , 'a L26 f I1.98 1' L27 13. • ) b L28 4*04 N '47"W L29 31,81 , N74• ' L30 67.91h='21'041 1.31 110.06 1 • 2'51"E 02 1 X 3 8 b jf_4` 4« L33 124,72 ' 1"W 1. 3 .ClO . « L38 2 i.03 N39-18`18"W L36 250,81 « L37 170,82 aq " L3$,$1 i292oQXw 1,39 170.R2 " L40 1 ,f3 N35 2' . 'W 41 1 , 4 44 '" " L42 108.86 '16'316"E L44 244,31 q S'All L45 61,83 SiSW'070E L46 167.40 L47 447.50 $ 0•1W " L48 270 0 S89'43'WW L49 $0.01 ' 18 i» L60 13,39 N44'42'04"E L51 14.87 N '17 ' 1" L52 117.76 5'45'10"E L53 24.30 ' 7• "w L54 320.3; S8 `43'24"W L55 161.57 N7 44`4 "w L56 32,00 N '48'W L57 23.51 3'12'07"W L58 23.51 •I ' 7 L59 167,57 75`44'49"E L60 167.57 '44'49"W L61 86,73 N O44'12 1.6 171.21 L63 172.02 S261116' L64 228. L65 L67 120,59 S3 42'41 "E L68 305.63 •1 " L69 9161.82 78'1040"W L70 11 .17 " L71 2 3, 7 '44' *W L72 143.79 "yy L73 38116 NM79,0060W L75 124.40 Nt '22'51'E L76 1138 1 AI44.4 ' 4" LINE TABLE , - LINE LEN il•I BEARING L77 149.54 N2 '02'01"W L78 284.53 N • " L79 133.$? N 9' "Wt LBO 1.11.19 28 A7' - " L81 201,13 7 • " L82 1.43.80 N . ' 7"W L83 169.55 sen s'91 L44 ZM32 NW38 27"W L83: 127.11 w - L 106.40 9*09'43«W ' L87 166.0 ' 1 ~w LY#l3 95.76 N15 &'18`WI 9 4133.OWO L9 182.66 - N4 ' "W L91 1€17'.39 S41'49'12"W ' L92 271.80 7' 1' "W L93 188.90 N89'58'Oww L94 221ft 1.95 53.50 N88 40`32' L98 25.06 N78 t1'S8"W L97 111.06 ' L93 315,73 NO0'1'36"W L99 . .1 ,47 N ' 1' L1OD 390.72 S70'22`33" 001 95.82 N j' L102 207.98 26'11' 1­103 26908 '1 ` " L104 On . N45. , ?"W Lt05 i . 180 N6Z'3a'01*yj 0016 293.90 " L107 31&04 9`1 '47"W L1OS $1.57 !4 L109 1 12.94 1"W L110 263,57 N1 * L111 477.74 S67R39r44" L112 147.40 7*w L113 30,E90 NC; "i '07" L114 24. " ,47'53*W 015 3t1 �iDL N a L116 343.78 _ 7 22'1$t L117 1$5.11 1 S28-47'SA*F LT18 157.00 S26 47'53"£ L119 20.49 " L120 122.28 •40`3 "E L121 8.94 LWAROn A*A010W L122 t 19.57 N O'44'1 L123 348,30 NOW16'3eW L124 133.2 5'09"W. L125 303.14 N002!R: :w Li216 2.73 45 N7 7'1 -w L127 286.94 N83'29'50W L128 273.26 N50 3 ' 7" L129 144,02 N501'27"W 1.130 113.E N27'43'S 'W L131 65.7fi N6 • ' 4N L132 Ml Na6'39'28"W L133 $1.23 "W L134 371.54 SS`05'04'W ' L135 .163.51 N7jX2XW L136 142.62 N4S'S5'37"W L137 36.88 -14! "E 1.138 224.49 t4 454Aw L139 92.58 N •37'3 " L140 MODN4k-28'O­8­*-'jy L141 93.18 N2fi 4,5' 'W L142 218.03 ro 'Sg" L143 149.4 '0914 "w L144 116119 "YL L145 .31.4 '4 '0 W Li 46 209.41 jcofw L147 173,1- S76'04'31" L14a 279.81 7.22'18"W L149 35.fl3 N R 1, L150 35.03 Sot}31'52"W tMpt =z� 3ti,3