HomeMy WebLinkAbout1.05 PlatByRevisionNo.Date
923 Cooper AvenueSuite 201Glenwood Springs, CO 81601tele: 970.945.5252fax: 970.384.2833Engineer or SurveyorSealSheetClient Information:PROJECT NO.FILE NAME:Designer:Drafter:Date:NORTH
05 Aug 2016slssls16015 v-survey.dwg16-015.011 2017Feb06 Address GarCo Tech. Review Completeness comments sls EAGLE'S VIEW RANCHA PARCEL OF LAND SITUATED IN THE EAST ONE-HALF OF THE SOUTHEAST ONE-QUARTER OF SECTION 11, THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTEROF SECTION 12, THE NORTHWEST ONE-QUARTER OFTHE NORTHWEST ONE-QUARTER OF SECTION 13 AND THE NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 14, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6TH P.M., COUNTY OF GARFIELD,STATE OF COLORADOMINOR SUBDIVISION PLATCERTIFICATE OF DEDICATION AND OWNERSHIPTHE UNDERSIGNED , BEING SOLE OWNER IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS:OWNERHERMANN STAUFER9109 COUNTY ROAD 311SILT, CO 81652STATE OF COLORADO ): SSCOUNTY OF GARFIELD )THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS ____ DAY OF _______________, A.D., 20__,BY_______________________________________________.MY COMMISSION EXPIRES: .WITNESS MY HAND AND OFFICIAL SEAL.(SEAL)NOTARY PUBLICCLERK AND RECORDER'S CERTIFICATETHIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELDCOUNTY, COLORADO, AT ____ O'CLOCK _____, ON THIS ____ DAY OF _________________ , 20__,AND IS DULY RECORDED AS RECEPTION NO. _______________________. ______________________________CLERK AND RECORDER BY: __________________________DEPUTYCOUNTY COMMISSIONERS' CERTIFICATETHIS PLAT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY,COLORADO, THIS _____ DAY OF _________________, A.D., 20___, FOR FILING WITH THE CLERK ANDRECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONSSHOWN HEREON, SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTYFOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OREASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTYCOMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELDCOUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANYOTHERPUBLIC DEDICATIONS SHOWN HEREON.______________________________________________________________CHAIRMAN, BOARD OF COUNTY COMMISSIONERSGARFIELD COUNTY, COLORADOWITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD.ATTEST: ________________________________________COUNTY CLERKSURVEYOR'S CERTIFICATEI, STEVEN L. SMITH, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATEOF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF EAGLE'S VIEW RANCH, AS LAID OUT, PLATTED,DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME, ORUNDER MY SUPERVISION, AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OFAS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISIONOF LAND. IN WITNESS WHEREOF, IHAVE SET MY HAND AND SEAL THIS ____ DAY OF , A.D., 20__.____________________________________________PROFESSIONAL LAND SURVEYOR NO. 25642COUNTY SURVEYOR'S CERTIFICATEAPPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING, PURSUANT TO͘Z͘^͘ΑϯϴͲϱϭͲϭϬϭEϭϬϮ͕d^Y͘DATED THIS _____________ DAY OF , A.D., 20___.____________________________GARFIELD COUNTY SURVEYORTITLE CERTIFICATEI, __________________________ , AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO,OR AGENT AUTHORIZED BY A TITLE INSURANCE COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THETITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN, FREE AND CLEAROF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS,CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT ASFOLLOWS:DATED THIS ______ DAY OF ______________________, A.D., 20__.TITLE COMPANY:AGENTORATTORNEYCOLORADO ATTORNEY REGISTRATION NO. ______CERTIFICATE OF TAXES PAIDI, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES ANDASSESSMENTS DUE AND PAYABLE AS OF , UPON ALL PARCELS OF REAL ESTATE DESCRIBED ONTHIS PLAT ARE PAID IN FULL.DATED THIS _____ DAY OF , A.D., 20__.________________________________________________TREASURER OF GARFIELD COUNTYA PARCEL OF LAND SITUATED IN THE EAST ONE-HALF OF THE SOUTHEAST ONE-QUARTER OF SECTION 11, THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER OFSECTION 12, THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SECTION 13 AND THE NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTEROF SECTION 14, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 13;THENCE ^ϴϴΣϰϰΖϰϬ͟t ALONG THE SOUTHERLY LINE OF SAID NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER, A DISTANCE OF 1316.08 FEET TO THESOUTHWEST CORNER OF THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER, SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THE NORTHEASTONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SAID SECTION 14;THENCE ^ϴϵΣϯϳΖϬϰ͟t ALONG THE SOUTHERLY LINE OF SAID NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER, AS DISTANCE 1322.59 FEET TO THE SOUTHWESTCORNER OF THE NORTHEAST ONE-QUARTER OF THE NORTHEAST ON QUARTER;THENCE EϬΣϬϮΖϭϮ͟ ALONG THE WESTERLY LINE OF THE SAID NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER, A DISTANCE OF 1316.90 FEET TO THENORTHWEST CORNER OF THE NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF THE EAST ONE-HALF OFTHE SOUTHEAST ONE-QUARTER OF SAID SECTION 11;THENCE EϬΣϭϲΖϯϬ͟ ALONG THE WESTERLY LINE OF THE SAID EAST ONE-HALF OF THE SOUTHEAST ONE-QUARTER, A DISTANCE OF 2628.35 FEET TO THE NORTHWEST CORNEROF THE EAST ONE-HALF OF THE SOUTHEAST ONE-QUARTER;THENCE EϴϵΣϰϯΖϰϭ͟ ALONG THE NORTHERLY LINE OF THE SAID EAST ONE-HALF OF THE SOUTHEAST ONE-QUARTER, A DISTANCE OF 1317.90 FEET TO THE NORTHEASTCORNER OF THE EAST ONE-HALF OF THE SOUTHEAST ONE-QUARTER, SAID POINT ALSO BEING THE NORTHWEST CORNER OF THE WEST ONE-HALF OF THE SOUTHWESTONE-QUARTER OF SAID SECTION 12;THENCE EϴϴΣϮϯΖϯϬ͟ ALONG THE NORTHERLY LINE OF THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER, A DISTANCE OF 1315.00 FEET TO THE NORTHEAST CORNEROF THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER;THENCE ^ϬΣϬϵΖϬϯ͟t ALONG THE EASTERLY LINE OF THE SAID WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER, A DISTANCE OF 2634.12 FEET TO THE SOUTHEAST CORNEROF THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER, SAID POINT ALSO BEING THE NORTHEAST CORNER OF THE NORTHWEST ONE-QUARTER OF THE NORTHWESTONE-QUARTER OF SAID SECTION 13;THENCE ^ϬΣϬϭΖϮϴ͟t ALONG THE EASTERLY LINE OF THE SAID NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER, A DISTANCE OF 1316.61 FEET TO THESOUTHWEST CORNER OF THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER, SAID POINT BEING THE POINT OF BEGINNING.SUBJECT TO EASEMENTS OF RECORD, RIGHT-OF-WAY FOR DITCH LATERALS AND DIVIDE CREEK ROAD (COUNTY ROAD 311).CONTAINING 238.757 ACRES, MORE OR LESS, HAS CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT, PLATTED AND SUBDIVIDED INTO LOTS AND BLOCKSAS SHOWN ON THIS PLAT UNDER THE NAME AND STYLE OF EAGLE'S VIEW RANCH, A SUBDIVISION IN THE COUNTY OF GARFIELD. THE OWNER DOES HEREBY DEDICATE ANDSET APART ALL OF THE STREETS AND ROADS AS SHOWN ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC FOREVER, AND HEREBY DEDICATES TO THE PUBLICUTILITIES THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THEINSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRIC LINES, GAS LINES AND TELEPHONELINES, TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR INSTALLATION AND MAINTENANCE OFSUCH LINES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BEFURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD.EXECUTED THIS ____ DAY OF _______________, A.D., 20__.EASEMENT FOR COUNTY ROAD 311A PARCEL OF LAND SITUATED IN THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER OF SECTION 12 AND THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OFSECTION 13, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 13;THENCE ^ϴϴΣϰϰΖϰϬ͟t ALONG THE SOUTHERLY LINE OF SAID NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER, A DISTANCE OF 30.94 FEET; THENCE EϬΣϬϭΖϯϯ͕͟ A DISTANCEOF 1316.59 FEET TO A POINT ON THE NORTHERLY LINE OF THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER, SAID POINT ALSO BEING ON THE SOUTHERLY LINE OF THEWEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION 12 (SAID POINT ALSO BEING ^ϴϴΣϰϭΖϱϰt͕ A DISTANCE OF 30.93 FEET FROM THE NORTHWEST CORNER OF THENORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER); THENCE EϬΣϬϲΖϯϲ͟t͕ A DISTANCE OF 1111.92 FEET TO A POINT OF CURVE; THENCE ALONG THE ARC OF A CURVE TO THERIGHT HAVING A DELTA OF ϮϴΣϭϲΖϮϯ͕͟ A RADIUS OF 250.00 FEET AND A LENGTH OF 123.36 FEET TO A POINT OF NON-TANGENT; THENCE EϬΣϭϳΖϮϭ͟t͕ A DISTANCE OF 1403.99 FEET TO APOINT ON THE NORTHERLY LINE OF THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER; THENCE EϴϴΣϮϯΖϯϬ͟ ALONG SAID NORTHERLY LINE, A DISTANCE OF 17.31 FEET TO THENORTHEAST CORNER OF THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER; THENCE ^ϬΣϬϵΖϬϯ͟t ALONG THE EASTERLY LINE OF THE WEST ONE-HALF OF THE SOUTHWESTONE-QUARTER, A DISTANCE OF 2634.12 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SECTION 11; THENCE ^ϬΣϬϭΖϮϴ͟tALONG THE EASTERLY LINE OF THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER, A DISTANCE OF 1316.61 FEET TO THE POINT OF BEGINNING.SAID PARCEL CONTAINS 2.243 ACRES, MORE OR LESS.GENERAL NOTES1) BASIS OF BEARINGS: THE SOUTH LINE OF THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SECTION13, BEING MONUMENTED AT THE EAST END BY A 16' WITNESS CORNER TO THE NW 1/16 CORNER OF SECTION 13, A BARE #5REBAR (REFERENCED ON LSP 410) AND AT THE WEST END BY A 2 1/2" BRASS CAP IN CONCRETE PVC COLLAR HAVING A BEARINGK&^ϴϴΣϰϰΖϰϬΗt͘2) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY BOUNDARIES UNLIMITED INC. TO DETERMINE OWNERSHIP OREASEMENTS OF RECORD. BOUNDARIES UNLIMITED INC. RELIED UPON LAND TITLE GUARANTEE COMPANY ORDER NUMBERABS63010919, EFFECTIVE DATE 06-27-2016 AT 5:00 P.M.THE PARCEL IS SUBJECT TO: A. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM AND A RIGHT OF WAYFOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES RECORDED MAY 21, 1923 UNDER RECEPTIONNO. 82940 AND RECORDED JUNE 12, 1959 UNDER RECEPTION NO. 205742. B. EASEMENTS AND RIGHTS OF WAY FOR THE LAGER, ANDERSON AND LARSON DITCH RECORDED MARCH 13, 1885 UNDERRECEPTION NO. 1410 AND AMENDED JULY 22, 1885 UNDER RECEPTION NO. 1681 AND THE EAST DIVIDE CREEK DITCH RECORDEDJULY 8, 1887 UNDER RECEPTION NO. 4572 AND STOBAUGH DITCH RECORDED FEBRUARY 4, 1904 UNDER RECEPTION NO. 29020. C. EASEMENTS AND RIGHT OF WAY FOR THE MULTA TRINA DITCH RECORDED APRIL 22, 1910 UNDER RECEPTION NO. 39325AND DECREE RECORDED APRIL 14, 1982 UNDER RECEPTION NO. 326709. D. EASEMENT GRANTED TO HOLY CROSS ELECTRIC ASSOC., INC. JANUARY 11, 1984 UNDER RECEPTION NO. 348858.3) THERE ARE NO LIENHOLDERS ENCUMBERING THE SUBJECT PARCEL.4) LAND SURVEY PLAT RECORDED APRIL 17, 1984 UNDER RECEPTION NUMBER 410, LAND SURVEY PLAT RECORDED OCTOBER 24,2001 UNDER RECEPTION 541 AND THE JOSEF P. LANGEGGER, SUBDIVISION EXEMPTION PLAT RECORDED APRIL 8, 2004 UNDERRECEPTION NO. 649844 WERE UTILIZED IN THE PREPARATION OF THIS SURVEY.5) CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNER.6) NO OPEN HEARTH SOLID-FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION. ONE NEW SOLID-FUELBURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET.SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, WILL BEALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GASSTOVES AND APPLIANCES.7) ALL EXTERIOR LIGHTING SHALL BE THE MINIMUM AMOUNT NECESSARY AND THAT ALL EXTERIOR LIGHTING SHALL BEDIRECTED INWARD AND DOWNWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADETO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES.8) COLORADO IS A "RIGHT-TO-FARM" STATE PURSUANT TO C.R.S.35-3-11, ET. SEQ. LANDOWNERS, RESIDENTS AND VISITORSMUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTY'S AGRICULTURALOPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AND AHEALTHY RANCHING SECTOR. THOSE WITH AN URBAN SENSITIVITY MAY PERCEIVE SUCH ACTIVITIES, SIGHTS, SOUND, AND SMELLSONLY AS INCONVENIENCE, EYESORE, NOISE AND ODOR. HOWEVER, STATE LAW AND COUNTY POLICY PROVIDE THAT RANCHING,FARMING AND OTHER AGRICULTURAL ACTIVITIES AND OPERATIONS WITHIN GARFIELD COUNTY SHALL NOT BE CONSIDERED TO BENUISANCES SO LONG AS OPERATED IN CONFORMANCE WITH THE LAW AND IN A NON-NEGLIGENT MANNER. THEREFORE, ALLMUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS,LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE OFCHEMICAL FERTILIZERS, SOIL AMENDMENT, HERBICIDE, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAY NATURALLY OCCURAS PART OF LEGAL AND NON-NEGLIGENT AGRICULTURAL OPERATIONS.9) ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAND AND COUNTY REGULATIONSWITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK ANDPETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAININGPROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AND ACTAS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE OF SUCH INFORMATION IS "A GUIDE TORURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELDCOUNTY.10) DOMESTIC DOGS KEPT ON THE PROPERTY SHALL BE IN A FENCED YARD OR ON A LEASH TO PREVENT HARASSMENT OFWILDLIFE, EXCEPT AS USED FOR LIVESTOCK CONTROL.11) IRRIGATION DITCH OWNERS RIGHTS: COLORADO STATE STATUTES 37-86-102 PROVIDES THAT ANY PERSON OWNING AWATER RIGHT OR CONDITIONAL WATER RIGHT SHALL BE ENTITLED TO A RIGHT-OF-WAY THROUGH THE LANDS WHICH LIEBETWEEN THE POINT OF DIVERSION AND POINT OF USE OR PROPOSED USE FOR THE PURPOSE OF TRANSPORTING WATER FORBENEFICIAL USE IN ACCORDANCE WITH SAID WATER RIGHT OR CONDITIONAL WATER RIGHT. ANY IMPACT, CHANGE OR CROSSINGOF A DITCH SHALL REQUIRE APPROVAL FROM THE DITCH OWNER.EAGLE'S VIEW RANCHVICINITY MAP1" = 2000'
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XXSET #5 REBAR ON LINE W/ 1 1/2" ALUM. CAPSTAMPED "BU-INC POL LS 25642"NE CORNER E/2 SE/4 AND NW COR W/2 SW/4RECOVERED AND ACCEPTED #6 REBAR W/ 3 1/4" ALUM. CAPSTAMPED:NW CORNER E/2 SE/4DID NOT FIND NOR SETNW CORNER ON STEEPTERRAIN (COR 20-T)546.0'597.0'C/L OF MAINTENANCE ROADFOR THE MULTA TRINA DITCHHEADGATE MAINTENANCE ROADGATE W/ NW-SE FENCEMARSH1
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/63HCE INCW 1/4C + CS 122012LS 19598T 7 S R 92 WNE CORNER W/2 SW/4RECOVERED AND ACCEPTEDBARE #5 REBAR REPLACED W/#6 & PLACED 3 1/4" ALUM . CAPSTAMPED:BU-INCW 1/16C + CS 122016LS 256426
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TO CORNER 17-T FOUND PERMONUMENT RECORD ON FILE17.31'6
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SET #6 REBAR W/ 3 1/4" ALUM .CAP STAMPED:BU-INCSW 1/16 +S 12 2016LS 25642SE CORNER W/2 SW/4 ANDNE CORNER NW/4 NW/4SET #6 REBAR W/ 3 1/4" ALUM . CAPSTAMPED:BU-INCW 1/16 +WC 14.80'2016LS 25642TO CORNER 23-R FOUND PERMONUMENT RECORD ON FILEN'LY LINE NW/4 NW/4WELL#204424 W/ YARDHYDRANT(9354)(9109)(9110)S 12S 13SET #6 REBAR W/ 3 1/4" ALUM . CAP STAMPED:BU-INCW 1/16 +WC 30.91'250'2016LS 25642S 12S 13400'40' ACCESS EASEMENT40' WELL & ACCESSMAINTENANCE ESM'T1
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40'41.84'81.85'SET #6 REBAR W/ 3 1/4" ALUM . CAPSTAMPED:BU-INCSE 1/16 +S 112016LS 25642SW CORNER NE/4 NE/4SET #6 REBAR W/ 3 1/4" ALUM . CAPSTAMPED:BU-INCNE 1/16 +S 142016LS 25642RECOVERED & ACCEPTED 3"BRASS CAP ON 2 1/2" IRON PIPESTAMPED:COUNT
YT7S R92W +1972S 12S 13SURVEYORGARFIELDCOUNT
Y S 11S 14NW CORNER NE/4 NE/4 ANDSW COR E/2 SE/4RECOVERED AND ACCEPTED 2 1/2"BRASS CAP IN CONCRETE PVCCOLLAR STAMPED:LS 10871E 1/16 +S 141981T 7 S R 92 WS 11SW COR NW/4 NW/4 ANDSE COR NE/4NE/4RECOVERED AND ACCEPTED 2 1/2"BRASS CAP IN CONCRETE PVCCOLLAR STAMPED:LS 10871E 1/16S 141981T 7 S R 92 WS 116
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TO CORNER 21-P FOUND PER
MONUMENT RECORD ON FILE TO CORNER 19-R FOUND BARE#5 REBAREXISTING FENCE ALONG R.O.W.EASEMENT MEANDERS TO 0.5'EAST OF EASEMENTW. EDGE OF 24' PAVED CR 311(DIVIDE CREEK ROAD)EXISTING FENCE ALONG E. SIDEOF CR 311(DIVIDE CREEK ROAD)E. EDGE OF 24' PAVED CR 311 20' GRAVEL ROAD(GATED)GATESET #6 REBAR W/ 3 1/4" ALUM . CAPSTAMPED:BU-INCE 1/16 C+CS 112016LS 25642546.0' W COLD FENCEOLD FENCEOLD FENCEOLD FENCEOLD FENCEOLD FENCEOLD FENCERECOVERED &ACCEPTED 1 1/2"ALUM. CAP "RLS 31944"0.3' N OF P/L &14' S. OF FENCERECOVERED & ACCEPTED 1 1/2'ALUM. CAP STAMPED "RLS 31944"O.1' N OF P/L AND 28.90' W. OF SWCORNER OF THE NW/4 NW/4 SEC 11RECOVERED & ACCEPTEDBARE #5 SET #6 REBAR W/ 3 1/4" ALUM . CAPSTAMPED:BU-INCNW 1/16 S 13 +WC 16.0'2016LS 25642LOT 12.296 AC.LOT 2236.461 AC.EASEMENT FOR CR 3112.243 AC.1
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51SE CORNER NW/4 NW/4POINT OF BEGINNINGBASIS OF BEARINGS:S'LY LINE NW/4 NW/4S'LY LINE NE/4 NE/4W'LY LINE NE/4 NE/4 W'LY LINE E/2 SE/4
N'LY LINE E/2SE/4N'LY W/2 SW/4 E'LY LINE W/2 SW/4 E'LY LINE NW/4 NW/4 S'LY LINE W/2 SW/4WEST DIVIDE CREEKMULTA TRINA DITCHWEST DIVIDE CREEKWEST DIVIDE CREEKWEST DIVIDE CREEKWEST DIVIDE CREEKWELL# 238032>
>OEOEC/L 25' HOLY CROSS ELECTRIC ASSOC. R-O-W ESM'T (R.N. 348858)>
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>HALLS GULCHWELL# 204423APPROX. LOCATIONByRevisionNo.Date
923 Cooper AvenueSuite 201Glenwood Springs, CO 81601tele: 970.945.5252fax: 970.384.2833Engineer or SurveyorSealSheetClient Information:PROJECT NO.FILE NAME:Designer:Drafter:Date:NORTH
05 Aug 2016slssls16015 v-survey.dwg16-015.0100300'600'Scale: 1" = 300'
XXXXSET #5 REBAR ON LINE W/ 1 1/2" ALUM. CAPSTAMPED "BU-INC POL LS 25642"NE CORNER E/2 SE/4 AND NW COR W/2 SW/4RECOVERED AND ACCEPTED #6 REBAR W/ 3 1/4" ALUM. CAPSTAMPED:NW CORNER E/2 SE/4DID NOT FIND NOR SETNW CORNER ON STEEPTERRAIN (COR 20-T)546.0'597.0'C/L OF MAINTENANCE ROADFOR THE MULTA TRINA DITCHHEADGATE MAINTENANCE ROADGATE W/ NW-SE FENCEMARSH1
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/63HCE INCW 1/4C + CS 122012LS 19598T 7 S R 92 WNE CORNER W/2 SW/4RECOVERED AND ACCEPTEDBARE #5 REBAR REPLACED W/#6 & PLACED 3 1/4" ALUM . CAPSTAMPED:BU-INCW 1/16C + CS 122016LS 256426
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TO CORNER 17-T FOUND PERMONUMENT RECORD ON FILE17.31'6
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SET #6 REBAR W/ 3 1/4" ALUM .CAP STAMPED:BU-INCSW 1/16 +S 122016LS 25642SE CORNER W/2 SW/4 ANDNE CORNER NW/4 NW/4SET #6 REBAR W/ 3 1/4" ALUM . CAPSTAMPED:BU-INCW 1/16 +WC 14.80'2016LS 25642TO CORNER 23-R FOUND PERMONUMENT RECORD ON FILEN'LY LINE NW/4 NW/4WELL W/YARDHYDRANT(9354)(9109)(9110)S 12S 13SET #6 REBAR W/ 3 1/4" ALUM . CAP STAMPED:BU-INCW 1/16 +WC 30.91'2016250'LS 25642S 12S 13400'40' ACCESS EASEMENT40' WELL & ACCESSMAINTENANCE ESM'T1
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40'41.84'81.85'SET #6 REBAR W/ 3 1/4" ALUM . CAPSTAMPED:BU-INCSE 1/16 +S 112016LS 25642SW CORNER NE/4 NE/4SET #6 REBAR W/ 3 1/4" ALUM . CAPSTAMPED:BU-INCNE 1/16 +S 142016LS 25642RECOVERED & ACCEPTED 3"BRASS CAP ON 2 1/2" IRON PIPESTAMPED:COUNT
YT7S R92W +1972S 12S 13SURVEYORGARFIELDCOUNT
Y S 11S 14NW CORNER NE/4 NE/4 ANDSW COR E/2 SE/4RECOVERED AND ACCEPTED 2 1/2"BRASS CAP IN CONCRETE PVCCOLLAR STAMPED:LS 10871E 1/16 +S 141981T 7 S R 92 WS 11SW COR NW/4 NW/4 ANDSE COR NE/4NE/4RECOVERED AND ACCEPTED 2 1/2"BRASS CAP IN CONCRETE PVCCOLLAR STAMPED:LS 10871E 1/16S 141981T 7 S R 92 WS 116
:
TO CORNER 21-P FOUND PER
MONUMENT RECORD ON FILE TO CORNER 19-R FOUND PERMONUMENT RECORD ON FILEEXISTING FENCE ALONG R.O.W.EASEMENT MEANDERS TO 0.5'EAST OF EASEMENTW. EDGE OF 24' PAVED CR 311(DIVIDE CREEK ROAD)EXISTING FENCE ALONG E. SIDEOF CR 311(DIVIDE CREEK ROAD)E. EDGE OF 24' PAVED CR 311 20' GRAVEL ROAD(GATED)GATESET #6 REBAR W/ 3 1/4" ALUM . CAPSTAMPED:BU-INCE 1/16 C+CS 112016LS 25642546.0' W COLD FENCEOLD FENCEOLD FENCEOLD FENCEOLD FENCEOLD FENCEOLD FENCERECOVERED &ACCEPTED 1 1/2"ALUM. CAP "RLS 31944"0.3' N OF P/L &14' S. OF FENCERECOVERED & ACCEPTED 1 1/2'ALUM. CAP STAMPED "RLS 31944"O.1' N OF P/L AND 28.90' W. OF SWCORNER OF THE NW/4 NW/4 SEC 11RECOVERED & ACCEPTEDBARE #5 SET #6 REBAR W/ 3 1/4" ALUM . CAPSTAMPED:BU-INCNW 1/16 S 13 +WC 16.0'2016LS 25642LOT 12.296 AC.LOT 2236.461 AC.EASEMENT FOR CR 3112.243 AC.1
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516
:
511
(
51SE CORNER NW/4 NW/4POINT OF BEGINNINGBASIS OF BEARINGS:S'LY LINE NW/4 NW/4S'LY LINE NE/4 NE/4W'LY LINE NE/4 NE/4 W'LY LINE E/2 SE/4
N'LY LINE E/2SE/4N'LY W/2 SW/4 E'LY LINE W/2 SW/4 E'LY LINE NW/4 NW/4 S'LY LINE W/2 SW/4WEST DIVIDE CREEKMULTA TRINA DITCHWEST DIVIDE CREEKWEST DIVIDE CREEKWEST DIVIDE CREEKWEST DIVIDE CREEKWELL>
>OEOEC/L 25' HOLY CROSS ELECTRIC ASSOC. R-O-W ESM'T (R.N. 348858)ByRevisionNo.Date
923 Cooper AvenueSuite 201Glenwood Springs, CO 81601tele: 970.945.5252fax: 970.384.2833Engineer or SurveyorSealSheetClient Information:PROJECT NO.FILE NAME:Designer:Drafter:Date:N:\PROJECTS\2016\16015-Exempt Plat Herman STAUFER\dwg\16015 v-survey.dwg 8/9/2016 8:53 AM
NORTH
05 Aug 2016slssls16015 v-survey.dwg16-015.0100300'600'Scale: 1" = 300'ROCTCURTSN ONOI FTON
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