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1142I I (N87°51'E 23.59) N89°04 29'E 22.23' O N86 45 25"� N83°31'29"� 322.88 S�yc Sp313 8-,t -) �N816 Zg"� Ng3°15'25 204.21' 98.27 9I9' N8159.72' U U / • 3 mak• CENTERLINE OF ic� 100' HIQH WATER LIN£ WITNESS CORNERS -� ROARING FORK RIVER / •ROARING FORK RIVER \ SET #5 REBAR & 1 1/4" .9 PER DEEDS i BLUE PLASTIC CAP NE 2018 \ 6 OQ O rNc PLS38215 �O, v v R0ARIW FORK RIVER x Ln co o LAND PARCEL k 50' GAS EASEMENT N oo NO. 1 3 \ (� BOOK 173 PAG£ 188 Z o \ EAGLE COUNTY RECORDS x 6.488+ ACRES PLAT BOOK 2A, PAGE 269 O ? Z i / I s0° r PITKINCOUNTYRECORDS BARBED WIRE FENCE— (TYPICAL) ENCE (TYPICAL) x \ - -0 SEE Sof EET 2 \ -`' FOR DETAIL & I \ r- TOPOCjRAPHY \ 562 rs63° . OF THIS AREA LAND PARCEL NO. 3 IMPROVEMENT SURVEY PLAT WITH PARTIAL TOPOGRAPHY SITUATED IN PORTIONS OF TRACT 59 & TRACT 60 SECTIONS 11 & 12, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE 6TH PM COUNTIES OF EAGLE & PITKIN, STATE OF COLORADO LEGEND 0• SET' NO. 5 REBAR & 1-1/4" ORANGE P LAST'IC CAP TNC PLS 38215 UNLESS OT}EERWISE NOTED ❑ TELEPRONE PEDESTAL � ` POWER POLE GASLINE MARKER (S87°32'E) 86°18'31 "E 0 62.5' 125' 250' PROPERTY DESCRIPTION: SPECIAL WARRANTY DEED RECEPTION NO. 679173 LAND PARCEL NO. 1 A PARCEL OF LAND IN TRACT 60, SECTION 11, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID TRACT 60; THENCE NORTH 00°30' WEST 2109.73 TO THE CENTER OF THE ROARING FORK RIVER; THENCE ALONG THE CENTERLINE OF SAID RIVER NORTH 82°00' EAST 204.21 FEET; THENCE ALONG THE CENTERLINE OF SAID RIVER NORTH 85°30' EAST 98.27 FEET; THENCE SOUTH 00°30' EAST 2083.86 FEET; THENCE SOUTH 89°O1' WEST 300.01 FEET MORE OR LESS TO THE POINT OF BEGINNING EXCEPTING THE RIGHT-OF-WAY OF THE DENVER & RIO GRANDE WESTERN RAILROAD DESCRIBED AS FOLLOWS: A TRACT OF LAND 100 FEET WIDE EXTENDING 50 FEET ON EACH SIDE OF A CENTERLINE DESCRIBED AS BEGINNING AT A POINT WHENCE THE SOUTHWEST CORNER OF TRACT 60 BEARS SOUTH 00°30' EAST 1182.47 FEET; THENCE SOUTH 72°58'50"E 314.59 FEET TO THE EAST SIDELINE OF THE ABOVE-DESCRIBED PARCEL. THE ABOVE-DESCRIBED PARCEL LESS THE RAILROAD RIGHT-OF-WAY CONTAINS 13 68 ACRES MORE OR LESS 8.0' WITNESS CORNER 43.880+ ACRES � \ 39268 105.72' SCALE: 1 125 CAP RFTA LS16401 FOUND 3-1/4"ALUMINUM THE ABOVE DESCRIPTION IS COPIED FROM THE DOCUMENT RECORDED IN BOOK 203 AT PAGE 357 IN EAGLE ;,.. � ON No. 5 REBAR V \ X rz�cr s 9 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ COUNTY OFFICIAL RECORDS AND BOOK 226 AT PAGE 471 IN PITKIN COUNTY RECORDS. r1ZACT 60 — _ _ I LAND PARCEL NO.2 (NOT PART OF THIS SURVEY) POINT OF BEGINNING— s \ . LAND PARCEL NO3 \ s, o, FOUND REBAR & 1-1/4"YELLOW " r'o'e OB�RM�Y�R �-� i LAND SURVEY NO. 3 .i PLASTIC CAP LS13166 SOUTH 1.29' �� J STATE DEPARTMENT OF 141gf(WAYS THAT PART OF TRACTS NO. 59 AND 60 IN SECTION 11 AND 12, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE SIXTH 128.14'WITNESSCORNER op BOOK 428 t AGE 365 PRINCIPAL MERIDIAN ACCORDING TO THE INDEPENDENT RESURVEY OF SAID TOWNSHIP AND RANGE APPROVED BY APPROXIMATE 10' WIDE 6' BOOK 428 t AGF 366 I THE U.S. SUPERVISOR OF SURVEYS AUGUST 25, 1927 AND ACCEPTED BY THE GENERAL LAND OFFICE OCTOBER 7, \ �.,.) � \ RIGifT OF WAY EASEMENT FOUND #5 REBAR & 1-1/4" YELLOW FOUND 3 1/4"ALUMINUM FOR GAs LINE AEME PLASTIC CAP LS13166 AT END OF FENCE I 1927. SAID TRACT 60 BEING ORIGINALLY DESCRIBED AS LOT 16 OF SECTION 11, LOT 5 OF SECTION 12, LOT 1 OF CAP RFTA 1s16401 ON No. s REBARRECEPTION NO. 746376 � SECTION 14 AND LOT 4 OF SECTION 13 AND TRACT 59 BEING ORIGINALLY DESCRIBED AS LOTS 8, 9 AND 17 OF \ >c SECTION 11 OF SAID TOWNSHIP AND RANGE DESCRIBED AS FOLLOWS: TWO -TRACK FARM ROAD O BEGINNING AT THE SOUTHWEST CORNER OF SAID TRACT 60, THENCE NORTH 89°01'00" EAST 300.01 FEET ALONG FOUND #5 REBARZr 1-1/41, ORANGE PLASTIC CAP LS28643 I T 2 S8s0, S36? \ \ �\ \\� \ \ , FOUND REBAR & 3 1/4" �O I THE SOUTHERLY LINE OF SAID TRACT 60, THENCE NORTH 00°30'00" WEST 1137.69 FEET TO A POINT ON THE \ CDOT ALUMINUM CAP ^ I NORTHEASTERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD, THE TRUE POINT OF MONUMENT NO. 637 `rN y, �� I BEGINNING; THENCE NORTH 00°30'00" WEST 1006.44 FEET TO THE CENTERLINE OF THE ROARING FORK RIVER, THENCE ALONG SAID CENTERLINE THE FOLLOWING: NORTH 87°51'00" EAST 23.59 FEET THENCE NORTH 82°18'00" EAST 322.88 FEET, THENCE SOUTH 76°04'00" EAST 269.19 FEET; THENCE NORTH 81°03'00" EAST 159.72 FEET; THENCE YS \ �`I �I\ \ �� \ No,�y SOUTH 35°14'00" EAST 296.20 FEET; THENCE SOUTH 36°02'00" EAST 151.84 FEET; THENCE SOUTH 34°12'00" EAST GRAVEL ROADWA J OUND #5 REBAR & 1-1/4" 6�3\ \\ ;�\ �`'` o, �. O I 105.55 FEET; THENCE SOUTH 51°43'00" EAST 295.20 FEET; THENCE SOUTH 63'37'00" EAST 391.68 FEET; THENCE SOUTH RED PLASTIC CAP LS -ILLEGIBLE 87 32'00" EAST 652.64 FEET; THENCE LEAVING SAID RIVER CENTERLINE ON A COURSE BEARING SOUTH 00'09'00" AT FENCE INTERSECTION �� \ cp i` EAST 880.70 FEET TO SAID NORTHEASTERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD; THENCE NORTH 72°58'50" WEST 2416.10 FEET ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE TO THE \� TRUE POINT OF BEGINNING. 30' ACCESS EASEMENT \ ` RECEPTION NO. 679173 BOOK 199, PAVE 057 �50 , DENVER 64- RIO GRfINDE AND ALSO A ROAD RIGHT-OF-WAY SITUATE IN TRACT 60, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE SIXTH : { N�1 �,\28g S 78 BOOK 220 PAG & E 327 FOUND #5 REBAR 1-1/4" YELLOW 8 2�CI6,I PRINCIPAL MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: { °� PLASTIC CAP LS -19598 I� Z� 0> WESTERN RAILROAD , ;.{WOOD -RAIL B Y?•S�'\� 100 R.O.W. BEGINNING AT AP 4 OF SAID TRACT 60 WHENCE AP 3 OF SAID TRACT 60 BEARS SOUTH 89°01'00" WEST 2601.72 LAN lD P�II ALONG PROPERiYNLINE AT FENCE INTERSECTION NTz 58 Z��$��RIN \ \ \ \ FOUND REBAR & 3 1/4° I FEET; THENCE ALONG THE SOUTHERLY LINE OF TRACT 60 SOUTH 89°01'00" WEST 50.00 FEET; THENCE LEAVING SAID I` I I FOUND #5 REBAR & I \ ' jS j8s \\\ \ ` CDOR ALUMINUM CAP I SOUTHERLY LINE ON A COURSE BEARING NORTH 00°09'00" WEST 302.45 FEET TO THE SOUTHWESTERLY { NO. 1 FOUND ALUMINUM I \ 40 \ `� MONUMENT NO. 655 �RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD, THENCE SOUTH 72-58'50" EAST 52.33 1-1�I') . �� FEET ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE; THENCE LEAVING SAID SOUTHWESTERLY RIGHT-OF-WAY {..,� T.45+ ACRES CAP LS5933 BENT I \ AT FENCE INTERSECTION \ FOUND 3 1/4°ALUMINUM s� c' I LINE ON A COURSE BEARING SOUTH 00°09'00" EAST 286.28 FEET TO THE POINT OF BEGINNING. CAP RFTA LS16401 `rte `�S, I�.:{I I ON NO. 5 REBAR THE ABOVE DESCRIPTION WAS COPIED FROM THE DOCUMENT RECORDED IN BOOK 260 AT PAGE 561 IN EAGLE COUNTY OFFICIAL RECORDS. O \ FOUND REBAR & ° 3-1/4 I rn I \ CDO{ ALUMINUM CAP MILEPOST' 82-101 0o m IRRIGATION n ^I ap o5 (S00°09'E) { ,f, z DITCH I S00°59'54"W 51.83' N (TYPICAL) it N I I\ FOUND #5 REBAR & 1-1/4" YELLOW { 00 O \ PLASTIC CAP LS13166 Eft (7LE COUNTY I APPROXIMATE COUNTY LINEI 25.0' WITNESS CORNER ` \` � SOUTH - 11.9' .� eewrs swear weave ...®. _� .�. eaew ®— ave .� ..� a� �� �.■ .... aeea� eeeeeawe erwx �ae� �.. nw�r w�rreee, wwr .rro. rewrn ver rweaaeaa�f waaew ®�` .I FOUND 3 -1/4 "ALUMINUM 2j' FOUND 3 -1/4" ALUMINUM �ITxIN COUNTY RFTA LS16401 ON NO. REBAR \ CAP RFTA LS16401 ON NO. 5 REBAR ►''.{ I j SURVEY NOTES: { 1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N71°58'18"W ALONG THE SOUTHWESTERLY RIGHT-OF-WAY OF THE DENVER AND RIO GRANDE WESTERN RAILROAD BETWEEN FOUND 3-1/4" ROARING FORK TRANSPORTATION AUTHORITY ALUMINUM CAPS LS16401 AS SHOWN HEREON.Two TRACK FARM ROAD �� I S48 X0'56"E 2. DATE OF FIELD SURVEY: JUNE 25 & 26 AND JULY 8, 2018. I I RFTA ROW MAP '. REFERENCE MONUMENT I I S48`26'52"W-50.05' f ` j FOUND 1-1/4"YELLOW PLASTIC CAP 3. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET. 50' RIGifT-OF-WAY MARKED BUETTNER, INC. LS13166 RECEPTION NO. 679173 AP C N WITH R.M. CARVED I 4' �EIGif IN THE 1 EAsrsIE NCAPPOWER POLE 4. THIS SURVEY IS BASED ON DEEDS RECORDED IN RECEPTION NO. 679179, RECEPTION NO. 786059, RECEPTION NO. & BOOK 260 PAGE 561 .I 362657, RECEPTION NO. 879480, RECEPTION NO. 137193, RECEPTION NO. 324626, RECEPTION NO. 324627, I I \ { RECEPTION NO. 679174, RECEPTION NO. 679175, A BOUNDARY SURVEY PREPARED BY LOUIS BUETTNER PAVED ROADWAY I ��� \ \ \ { I SURVEYING DATED NOVEMBER 13, 1997, RAILROAD ROW SURVEY - EL JEBEL SEGMENT PREPARED BY I I I FOUND 3-1/4"ALUMINUM 313 FARNSWORTH GROUP DATED DECEMBER 28, 2007, AN IMPROVEMENT SURVEY PLAT PREPARED BY HIGH CAP RFTA LS16401 ON NO. 5 REBAR Ll COUNTRY ENGINEERING, INC DATED MARCH 27, 2013 AND CORNERS FOUND IN PLACE AS SHOWN HEREON. —..—.._.....— .—..—.._..— —..— .—..—..—..— .—..—..—.—..—..—..—..— .—.._ .—..—..—.._ ._..—..—..—..—.. —. — - - 5. BEARINGS AND DISTANCES SHOWN HEREON ARE BASED ON FIELD MEASUREMENTS. BEARINGS AND DISTANCES _ _ _ _ _ _ _ — SOUTH LINE TRACT 6o SHOWN IN PARENTHESIS ARE OF RECORD FROM DOCUMENTS LISTED IN NOTE 4. 50.0' WITNESS CORNER r ' ESTABLISHED FROM FOUND MONUMENTATION FOUND 3 -1/4" ALUMINUM N89°54 46 "W 300.01 SHOWN ON 774E RAILROAD ROW SURVEY 6. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN CAP RFTA LS16401 (S89°01'W) ELJEB£L S£GMENTSHEET 12 PLACE, FURTHERMORE THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, ON NO. 5 REBAR PREPARED BY FARNSWORT}f GROUP 12/28/07 AMM RO�� THEREFORE, ANY EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN REVIEWED BY TRUE NORTH COLORADO, LLC. POINT OF 13EGINNING LAND (PARCEL NO. 1 AP 3 TRACT 60 FOUND 2-1/2" GLO BRASS CAP IN MONUMENTBOX REFERENCE MONUMENT --J FOUND 1-1/4" YELLOW PLASTIC CAP MARKED BUETTNER, INC. LS13166 WITH R.M. CARVED IN CAP 3' ,HI(5R IN THE NE SIDE OF WOOD SPLIT -RAIL FENCE POST �---REFERENCE MONUMENT FOUND 1-1/4" YELLOW PLASTIC CAP MARKED BUETTNER, INC. LS13166 WITH R.M. CARVED IN CAP 3' HILT( IN THE NW SIDE OF WOOD SPLIT -RAIL FENCE POST TIES FROM REFERENCE MONUMENTS L1 = S05.1V38"E 22.95' COUNTY SURVEYOR'S CERTIFICATE L2 = N56°01'58"W 39.55' 1/ L3 = N50°48'00"E 35.39' DEPOSITED THISDAY OF Fr&jb 20111, AT C. 45.M. IN BOOK- - ' OF THE EAGLE COUNTY SURVEYOR'S LAND SURVEY PLATS/RIGHTS-OF-WAY SURVEYS AT PAGE V1 1 THIS LAND SURVEY PLAT COMPLIES WITH SECTION 38-51-106(1), OF THE COLORADO REVISED STATUTES. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL COUNTY SURVEYO 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. SURVEYOR'S CERTIFICATION I, RODNEY P. KISER, HEREBY CERTIFY TO BLUELINE ARCHITECTS P.C. THAT THIS IS AN "IMPROVEMENT SURVEY PLAT" AS DEFINED BY C.R.S.38-51-102(9) AND THAT IT IS A MONUMENTED LAND SURVEY PERFORMED UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE SHOWING THE LOCATION OF ALL STRUCTURES, VISIBLE UTILITIES, FENCES, HEDGES, OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS AND AVAILABLE RECORDED EASEMENTS. RODNEY P. KISER LICENSED PROFESSIONAL LAND SURVEYOR COLORADO REGISTRATION NO. 38215