HomeMy WebLinkAboutSupplement 6 Land Survey Plat-7-12-18GIANINETTISUBDIVISIONRN 411484WEGNER TOXRB LLCRN 629643HITE BOUNDARY LINEADJUSTMENTRN 669621NIESLANIKINVESTMENTS,LLCRN 557266COWEN DRIVE(60' ROW)LATIGO LOOP(50' ROW)Co. Rd. 107STATE HIGHWAY 133(ROW VARIES)LOS ADOBESSUBDIVISIONSection 27CENTERLINE OF ROARING FORK RIVERPER DEED (RN 472711)Easterly Line Gov Lot 11 North bank of Roaring Fork Riverper RN 796572SW Cor Lot 19N Line Lot 11GIROUXRN790076Parcel 1Parcel 2Parcel 3Parcel 4Parcel 5Parcel 7Parcel 8Parcel 6Open SpaceDeer FenceRPC REF PTSection Corner3 14" Brass Cap stamped:T 7 S R88 WS 28 S27S 33 S341973BLM(Calculated position - Did not recoverper Monument Record 13E on file)Recovered & Accepted 3 14" Brass Capstamped:T 7 S R88 W 1/4S 28 S271973BLM(Agrees w/ MonumentRecord 13G on file)EvergreenCemeteryEIGHTH STREET 252423222621*20*19272818172916B**16A**15B**15A**S 53°22'02"E 190.84'SULLIVANRN796572Open SpaceSECOND AMENDEDPLAT OFROARING FORKVILLAGESTATE HIGHWAY 82(ROW VARIES)GAZEBO66.0' Witness CornerRecovered & Accepted 2" Iron Pipe(CapMissing):W.C.T 7 S R88 WS 27 S26S 34 S35 1973BLMRecovered & Accepted 3 14" Brass Capstamped:T 7 S R88 W 1/4S 27 S261973BLMN79° 09' 35"E 915.48'N70° 51' 31"E 123.32'N89° 40' 47"E 85.40'S1° 01' 20"W 1501.09'N25° 22' 39"W 380.30'S77° 44' 52"W 113.40'L=176.30, R=480.00Chord N22° 41' 17"WCh Length175.31D=21°02'39"N33° 12' 31"W 238.90'L=162.54, R=460.55Chord N47° 13' 38"WCh Length161.69D=20°13'15"N38° 35' 08"E 117.74'N27° 52' 04"W 181.91'N12° 09' 57.40"W12.98'CENTERLINE OF THE
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CENTERLINE OF ROARING FORK RIVERPER DEED (RN 669621)RECOVERED & ACCEPTEDREBAR W/ YELLOW PLASTIC CAPSTAMPED "HCE LS 19598"RECOVERED & ACCEPTEDREBAR W/ YELLOW PLASTIC CAPSTAMPED "HCE LS 19598"RECOVERED & ACCEPTEDREBAR W/ RED PLASTIC CAPSTAMPED "3' REF PT HCE LS 19598"727.97 773.12
(Agrees w/ MonumentRecord 17E on file)Land Survey Plat R.N. 896(Agrees w/ MonumentRecord 17G on file)* GIANINETTI SUBDIVISIONLOT BOUNDARYADJUSTMENT LOTS 20 & 21RN 613146**RESUBDIVISION OF LOTS15 & 16 OFGIANINETTI SUBDIVISIONRN 803657Land Survey Plat R.N. 896PONDPONDRECOVERED & ACCEPTEDREBAR W/ RED PLASTIC CAPSTAMPED "3' REF PT HCE LS 19598"RECOVERED & ACCEPTEDREBAR W/ ORANGE PLASTIC CAPSTAMPED " LS 14111"W LINE OF 8TH ST (BASIS OF BEARINGS) N27°07'24"W727.97727.97RECOVERED & ACCEPTEDREBAR W/ RED PLASTIC CAPSTAMPED "HCE LS 19598"RECOVERED & ACCEPTEDREBAR W/ YELLOW PLASTIC CAPSTAMPED "HCE LS 19598"RECOVERED NAIL AT PROPERTY CORNERRECOVERED NAIL ATPROPERTY CORNERRECOVERED & ACCEPTED PIN W/YELLOW PLASTIC CAP STAMPED"SGM LS 15710"GIANINETTISUBDIVISIONRN 411484APPROXIMATE LIMITS OF100-YEAR FLOODWAYEX. DIRT ROADAPPROXIMATE LIMITS OF100-YEAR FLOODPLAINFENCEFENCEFENCEFENCEOVERHEAD POWER LINEFENCEAPPROXIMATE LIMITS OF100-YEAR FLOODPLAINFENCEFENCEFENCE 24' E. OF P/LFENCE 13' E. OF P/LFENCE 11.4' S. OF P/LFENCE 5.6' S. OF P/LRECOVERED REBAR &CAP STAMPED " BU-INC LS 25642"RECOVERED & ACCEPTED REBARW/ YELLOW PLASTIC CAP STAMPED" LS 15710"RECOVERED & ACCEPTED REBARW/ YELLOW PLASTIC CAP STAMPED" LS 15710"RECOVERED & ACCEPTED REBARW/ RED PLASTIC CAP STAMPED" LS 28643" FOR P.O.L.RECOVERED & ACCEPTED REBARW/ RED PLASTIC CAP FOR P.O.L.RECOVERED & ACCEPTED REBARW/ 2" ALUM CAP STAMPED" CDOH LS 30277"RECOVERED & ACCEPTED CDOTTYPE 1 MONUMENT WITH NO CAPRECOVERED & ACCEPTED REBARW/ NO CAPRECOVERED & ACCEPTED REBARW/ YELLOW PLASTIC CAP STAMPED"HCE LS 16342"RECOVERED & ACCEPTED REBAR RED PLASTICCAP STAMPED "HCE 19598" - RECOVEREDALUM. CAP STAMPED "LS 31544" -S59°49'E - 0.2'DID NOT FIND OR SET MONUMENTATIONFOR CORNERS FOR THIS SURVEYRECOVERED & ACCEPTED #5 REBARW/ CAP STAMPED " LS 14111"RECOVERED & ACCEPTED REBARW/ 2" ALUM. CAP STAMPED "CDOH"RECOVERED & ACCEPTED CDOT TYPE 1 MONUMENT WITH CAP STAMPED "CDOTRECOVERED & ACCEPTED CDOTTYPE 2 MONUMENTRECOVERED & ACCEPTED REBARW/ NO CAP FOR P.O.L.COWEN P.U.D.SUBDIVISION RN 41839833.1045.93 BLMRN257944 BLMRN257944N 87°23'54" W - 5290.16'N 86°59'34" W - 5217.66'N 02°35'27" E - 2728.89'
N 01°05'14" E - 2694.76'DID NOT FIND OR SET MONUMENTATIONFOR CORNERS FOR THIS SURVEYEXISTING GATE (TYP.)N89° 25' 37"E 364.76'S75° 28' 36"E 323.18'S84° 08' 47"E 333.67'N45° 51' 15"W 332.77'N55° 35' 45"W 339.43'N89° 54' 45"W 281.45'N0° 32' 06.28"E173.17'S1° 06' 05"W 50.00'N73° 04' 35"E 127.56'S66° 27' 40"E 473.66'110.79RECOVERED & ACCEPTED REBARW/ YELLOW PLASTIC CAP STAMPED"HCE LS 16342"NUMEROUS UTILITYBOXES WITHIN FENCER.N. 629643Gianietti (unplatted)R.N.557266GianinettiSubdivisionR.N. 411484EvergreenCemeteryPoint of Beginning1
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Lease Parcel435,600 Sq Ft / 10.000 Ac M/LN line of Section 34, T. 7 S., R. 88 W.6
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923 Cooper AvenueSuite 201Glenwood Springs, CO 81601tele: 970.945.5252fax: 970.384.2833Engineer or SurveyorSealSheetClient Information:PROJECT NO.FILE NAME:Designer:Drafter:Date:2/14/18MMSLSV-base.dwg12021000.000.0000Carbondale, CO 81623592 Cowen DrGianinetti Family Partnership2. 07/12/18 Adjusted Floodplain Boundary APL
Garfield County, Colorado
1. 04/05/18 Move annotation to elimniate overwritting sls
83.439 Acres in SW1/4 Sec. 27, SE 1/4 Sec. 28 and NW 1/4 Sec. 34, T.7 S., R.88 W. 6th PM
Land Survey Plat
V.1NOTICE:ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANYLEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEYWITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCHDEFECT. IN NO EVENT MAY ANY LEGAL ACTION BASED UPONANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TENYEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.ADJOINING PROPERTY LINELEGENDPROPERTY LINEEXISTING DIRT ROAD1 inch = ft.( IN FEET )GRAPHIC SCALE200EXISTING OVERHEAD ELECTRICEXISTING WATER COURSESECTION CORNERSET REBAR W/ BU-INC ALUM CAPFOUND REBAR & CAP W/ DESCRIPTIONEXISTING FENCELEGAL DESCRIPTIONA PARCEL OF LAND LOCATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 27, THE SOUTHEAST ONE-QUARTER OF SECTION28 AND THE NORTHEAST ONE-QUARTER OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPALMERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE MOST EASTERLY CORNER OF LOT 25, GIANINETTI SUBDIVISION AS PLATTED UNDER RECEPTION NUMBER411484 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE NORTHWESTERLY ALONG SAID SUBDIVISION THEFOLLOWING SIX (6) COURSES:1) N27°16'39”W, A DISTANCE OF 681.74 FEET2) N25°22'39”W, A DISTANCE OF 380.30 FEET3) S77°44'52”W, A DISTANCE OF 113.40 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF EIGHTH STREET4) N12°09'57”W ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 12.98 FEET TO A POINT OF CURVE5) ALONG SAID RIGHT-OF-WAY AND THE ARC OF A CURVE TO THE LEFT HAVING A DELTA OF 21°02'39”, A RADIUS OF 480.00FEET AND A LENGTH OF 176.30 FEET TO A POINT OF TANGENT6) N33°12'31”W ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 238.90 FEET TO A POINT OF CURVE;THENCE ALONG SAID RIGHT-OF-WAY AND THE ARC OF A CURVE TO THE LEFT HAVING A DELTA OF 20°13'15”, A RADIUS OF 460.55FEET AND A LENGTH OF 162.54 FEET TO A POINT OF NON-TANGENT, SAID POINT BEING ON THE EASTERLY LINE OF PARCEL 6,COWEN P.U.D. SUBDIVISION AS PLATTED UNDER RECEPTION NUMBER 418398 IN THE GARFIELD COUNTY CLERK ANDRECORDER'S OFFICE; THENCE NORTHERLY AND WESTERLY ALONG SAID SUBDIVISION THE FOLLOWING FIVE (5) COURSES:1) N38°35'08”E, A DISTANCE OF 117.74 FEET2) N27°52'04”W, A DISTANCE OF 181.91 FEET3) N45°51'15”W, A DISTANCE OF 332.77 FEET4) N55°35'45”W, A DISTANCE OF 339.43 FEET5)N89°54'45”W, A DISTANCE OF 281.45 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF COLORADO HIGHWAY 133;THENCE N0°32'06”E ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 173.17 FEET TO A POINT ON THE SOUTHERLY LINE OF ABLM PARCEL AS DESCRIBED UNDER RECEPTION NUMBER 257944THENCE N89°25'37”E ALONG SAID PARCEL, A DISTANCE OF 365.76 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY OFCOLORADO HIGHWAY 82; THENCE EASTERLY ALONG SAID RIGHT-OF-WAY THE FOLLOWING FOUR (4) COURSES:1) S75°28'36”E, A DISTANCE OF 323.18 FEET2) S84°08'47”E, A DISTANCE OF 333.67 FEET3) N79°09'35”E, A DISTANCE OF 915.48 FEET 4) N70°51'31”E, A DISTANCE OF 123.21 FEET TO A POINT ON THE SOUTHERLY LINE OF A BLM PARCEL AS DESCRIBED UNDERRECEPTION NUMBER 257944THENCE S89°40'47”W ALONG SAID PARCEL, A DISTANCE OF 85.40 FEET TO THE WEST LINE OF THAT PARCEL AS DESCRIBEDUNDER RECEPTION NUMBER 796572 IN THE GARFIELD COUNTY CLERK AND RECORDERS'S OFFICE; THENCE SOUTHERLY ANDEASTERLY ALONG SAID PARCEL THE FOLLOWING TWO (2) COURSES: 1) S1°06'05”W, A DISTANCE OF 50.00 FEET 2) N73°04'35”E, A DISTANCE OF 127.56 FEET TO A POINT ON THE NORTH LINE OF THAT PARCEL AS DESCRIBED IN BOOK 926AT PAGE 921 UNDER RECEPTION NUMBER 472711 IN THE GARFIELD COUNT CLERK AND RECORDERS OFFICE;THENCE ALONG SAID PARCEL THE FOLLOWING FOUR (4) COURSES:1) S 66°27'41E ALONG THE CENTERLINE OF THE ROARING FORK RIVER, A DISTANCE OF 473.66 FEET2) S1°01'20”W, A DISTANCE OF 1501.09 FEET TO A POINT ON THE SOUTH LINE OF SECTION 273) S1°01'20”W, A DISTANCE OF 664.75 FEET TO A POINT ON THE NORTH LINE OF THAT PARCEL AS DESCRIBED UNDERRECEPTION 629643 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE4) N89°36'19”W ALONG SAID NORTH LINE, A DISTANCE OF 910.86 FEET TO THE POINT OF BEGINNING.SAID PARCEL CONTAINS 3,634,606 SQUARE FEET, AND/OR 83.439 ACRES, MORE OR LESS.BASIS OF BEARINGSTHE WEST LINE OF EIGHTH STREET AS PLATTED BY GIANINETTI SUBDIVISION AND MONUMENTED AT THE SOUTHEAST CORNEROF LOT 19 BY A REBAR WITH A YELLOW PLASTIC CAP STAMPED ”HCE LS 19598” AND AT THE NORTHEAST CORNER OF LOT 23BY A REBAR WITH A YELLOW PLASTIC CAP STAMPED “HCE LS 19598” WITH THE LINE BETWEEN BEING ASSUMED TO BEAR S 27°02' 24" E (GIANINETTI SUBDIVISION).GENERAL NOTES1.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY BOUNDARIES UNLIMITED INC. TO DETERMINE OWNERSHIP OREASEMENTS OF RECORD . A TITLE COMMITMENT WAS NOT PROVIDED BY THE OWNER.2. THE ADJACENT SUBDIVISION PLATS OF RECORD UTILIZED IN THE PREPARATION OF THIS SURVEY ARE: 1) GIANINETTISUBDIVISION RECORDED UNDER R.N. 411484; 2) COWEN PLANNED UNIT DEVELOPMENT SUBDIVISION RECORDED UNDERR.N. 41839; 3) BOUNDARY LINE ADJUSTMENT MAP OF THE HITE PROPERTY RECORDED UNDER R.N. 669621. RECORDEDLAND SURVEY PLATS OF RECORD UTILIZED IN THE PREPARATION OF THIS SURVEY ARE: 4) RIGHT-OF-WAY PLANS FORCDOT PROJECT CO821-091 R.N. 865; 5) IMPROVEMENT SURVEY FOR LOT 26, GIANINETTI SUBDIVISION R.N. 896.3. ALL REFERENCES TO BOOKS, PAGES, MAPS AND RECEPTION NUMBERS ARE PUBLIC DOCUMENTS ON FILE WITH THECLERK AND RECORDER OF GARFIELD COUNTY, STATE OF COLORADO.4. A PORTION OF THE SUBJECT PROPERTY DOES LIE WITHIN A 100-YEAR FLOOD PLAIN AS SHOWN ON FIRM (FLOODINSURANCE RATE MAP) FOR GARFIELD COUNTY, COLORADO AND INCORPORATED AREAS, PANEL1857 OF1900, MAP0802051857 B EFFECTIVE DATE: JANUARY 3, 1986 AND THE COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDYPREPARED BY THE ARMY CORP OF ENGINEERS FOR GARFIELD & MESA COUNTIES, COLORADO SHEET RF-12 DATEDDECEMBER 1982. MAPS WERE DIGITIZED AS PUBLISHED AND INCORPORATED GRAPHICALLY INTO SURVEY BASE MAP FORREFERENCE PURPOSES ONLY.5. UNDERGROUND UTILITIES WERE NOT LOCATED BY THIS SURVEY.6. MONUMENTATION SHOWN WITH NO DESCRIPTION INDICATES A NO. 5 REBAR WITH 1 12" ALUMINUM CAP STAMPED "BU-INC LS25642" SET FOR THIS SURVEY.SURVEYOR'S CERTIFICATEI, STEVEN L. SMITH, BEING A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, ON THE BASIS OF MY KNOWLEDGE,INFORMATION AND BELIEF, DO HEREBY CERTIFY TO GIANINETTI FAMILY LTD PARTNERSHIP THAT THIS LAND SURVEY PLAT WASPREPARED BY ME AND UNDER MY SUPERVISION FROM A SURVEY MADE BY ME AND UNDER MY SUPERVISION AND THAT BOTHTHE SURVEY AND THE PLAT ARE TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF._____________________ ____________________________________STEVEN L SMITH, REGISTERED LAND SURVEYORDATECOLORADO NO. 25642FOR AND ON BEHALF OF BOUNDARIES UNLIMITED INC.COUNTY CLERK & RECORDER'S CERTIFICATEDEPOSITED THIS _________ DAY OF ____________________, 2013, AT ______ O'CLOCK___M., IN BOOK _______ OF THE COUNTY SURVEYORS LAND SURVEY PLATS/RIGHT-OF-WAY SURVEYS AT PAGE ______, RECEPTION NO. __________________. THISLAND SURVEY PLAT COMPILES WITH SECTION 38-51-102 COLORADO REVISED STATUTES.___________________________________________________COUNTY DEPUTY CLERKSW/4 SEC.27, SE/4 SEC. 28, NE/4 34, T. 7 S., R.68 W., 6TH P.M.APPROXIMATE LIMITS OF100 YEAR FLOODWAYAPPROXIMATE LIMITS OF100 YEAR FLOODPLAIN