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1166\ 1 I \ It\ r7 SHEET 5 I 491.16' er N 89°56'50" E - �\ \ - - - L=57.85 lean=28.94 / �lhite FereS� - - - - - - - - - - \ C , 4°22'58" • onal -756.30 � \ WESTERN COMPANY COMPANY EASEMENT / / / // // - 50.00 FEET WIDE BOOK 201 PAGE 105 _ -� / \\ [SEE DETAILS ON SHEET 41 White River \ 0 c9 \ I \\ s o \\\ \ National Forest \ --------------- FOUND 2-1/2" BRASS G.L.O. MONUMENT AT THE \ WEST QUARTER CORNER OF SECTION 36, I \ \ \\� \ EXISTING ACCESS -� -/ // 1 / �' / TOWNSHIP 5 SOUTH RANGE 81 WEST, 6TH P.M. \ \ UNION PACIFIC �\ \� ROAD FOR TOWN /-/ ' � � \ 0 F MINTURN WATER DIVERSION / \ \\\ i RAILROAD \ -- \ �\ STRUCTURE AND TREATMENT l \ PLANT. (NO DEED FOUND) L=240.84 \ Z \ \ Chord=236.48 Chord Bearing = S49°52'48"W \ \ \ _ - - - - - - - - - - Tan=125.00 A=37°51'49" \ \ l -� _--- R=364.44 \\ \\\ N OF MINTURN / / L=228.45 \ \ o \ WATER PIPELINE EASEMENT - / j / o W. R. N. F. \ Tan=114.29 \ \ I \ \ \ \Na W \\ \ _ _ ' ^ _ \ 10.00 FEET WIDE S / // _ BOOK 140 PAGE 175 - l / A=4 038100" ILS ON SHEET 4) `- / / (SEE DETAILS \\^ \ \ \ Q\ n \\ E � / �'_i CDOT R.O.W. R=2825.00 \ \\ \ wV s89°38'32„ \ i _ NELSON ADDITION\_ N89°58'35"E 41.61' \4'62 _� Creek J - // // ' \\ \ \ _ �� \ H.E.S. 46\ 2273.90' S 89°38'32" E \ F: r J - \ C O" _ J -� // SOUTH 4 COR. SECTION 36 Q� o� \ \ i� AP. OF HES 46 1.4' W.C. - PLS HES 46 � O I O �.� r ✓ 1 .. 1 I / J // �`o /// \ \\ \ • \ \ STONE A.P.2 OF HES 46 / " / / i \ EAST BOUNDARY OF HES 46. \Ni�y° o 0 REFERENCE MONUMENT �� / J / / // EAGLE COUNTY SCHOOL DISTRICT RE 50J ACCESS AND UTILITY \ \ \ �� 1 \._\ N�\wme. c N FOUND N27°42'04"W 6.25' i - _EASEMENT 50.00 FROM RECORD CORNER / \ I % // / // BOOK 424 PAGE g77ET WIDE \ \ \ - - \ \ S89°05'28"E / / \ \ LIMITS OF AREA UTILIZED FOR THE \ i - - `- NOTE: i \ \ `� \ 40.02' EASEMENT DESCRIPTION CONTAINS AN ERROR OF CLOSURE i \ CONSOLIDATED TAILINGS PILE (CTP), Vii. F OF APPROXIMATELY 10.47 FEET. \ \ \ THE WATER TREATMENT OF THE MINE / f / 2. CURVES CONTAINED IN EASEMENT DESCRIPTION ARE \ \ DISCHARGE AND THE ASSOCIATED \ INFRASTRUCTURE AND _ J " / NON -TANGENT CURVES, AND THEREFORE CHORDS AND / / \ \ \ ~ APPURTENANCES. THESE USES �\ 3-1/4" USDA CAP FOUND / - 1 -, I � . *J \ CHORD BEARINGS ARE PROVIDED HEREON. CDOT RIGHT-OF-WAY PER ' \ - ' \ MAY BE PERMITTED IN S02'1 1'02"W 0.44' FROM / L=127.73 BOUNDARY AGREEMENT I \\ \ ACCORDANCE WITH THE RECORD CORNER \ 1 1. y - /. _ - / Chord=123.10 Chord Bearing = SO4°04'44"W \ \ REVISED CONSENT DECREES I / Tan=69.00 0=53°44'12" RECEPTION NUMBER: 201812787 \ RECORDED IN BOOK 445 . - I RECORDED: JULY 7,2018 i - I NELSON ADDITION \ I 1 R=136.19 i �• \ \ AT PAGES 683 AND 684. BOOK 131 PAGE 76 / - RECORDING DATE: 2-19-1946 1\ \\ \\ \ \ \ I61.\ \\ \ S64°45'27"W\\�� \ \ \\ \ = \ i 25.02' \\ \ \\ �o \ \\ \ Chord=21.31 Chord Bearing = N20°39'16"W Tan=10.66 A=3°52'53" \ \ \ \ \ \ 4 R=314.57 O \ \\ \ \ Iv Uj 01 cD \ \Uj a �1 \ L=354.02 i \ i ✓J II Chord=338.20 Chord Bearing = N07°04'35"E \ -- -- -- -- -- Tan=19.21129° O'48R=458.00 -- -- -- -- -- -- - CR=339.57-- -- L=233.25 I Tan=195.00 A=59°44'00" , \ ~ _�__ -�- '- -- -- -- -- -- -- -- -- -- -' -- hord=230.74 1D' --'r -- -- -- -- -- -- -- -- _ -- T hord Bearing_ ✓� ---�- SHEET 6 _ AREA OF APPARENT ENCROACHMENT OUTSIDE OF DESCRIBED EASEMENT f I i 1120 ill I ` I SHEET 5 L -- -- _-- -- -- -- -- -- I_ -- -- -- -- -- - - --- L=69.32 \ \\ / Chord=69.18 Chord Bearing = N30°37'48"E Tan=34.801=12°3733" R=314.57 / / i . (7q \ 1-1/2" ALUMINUM CAP P.E./P.L.S. 23089 \ \\\ FOUND N15°28'24"W 3.20' FROM RECORD PROPERTY CORNER \ S53°03'25"E / 25.00' / �/ / --1473 I \ S 00°10'02" W \ \ CD CD / - \ IRON PIPE MARKED AS "COR. 1 RE50J 77 04' \ \r SHEETIS \ . S 89°38'32" E 41.61' SET 1.4' WITNESS CORNER PE & PLS 28036 FOUND ORIGINAL STONE MONUMENT AT ANGLE POINT NO.2 OF H.E.S. 46 O \ O � d7 � � - ` LEASE" FOUND S27°24'41"W 1.78' / / / . / - - - - - - - - - - - - - \ 1 \ \ \ \ \ \ r J FROM RECORD PROPERTY CORNER - - - - - - - - - - - - - - - - / / ,' 2273.90' / 420.19'\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------ - - - ',' N89°58'35"E S 89 58 35" W ( uo \ \ I ° ' // °hrO/Dh/ / BASIS OF BEARING FOUND 2-1/2" BRASS G.L.O. MONUMENT AT THE rO / SOUTH QUARTER CORNER OF SECTION 36, TOWNSHIP 5 SOUTH RANGE 81 WEST, 6TH P.M. \\ �CP x'� \ 1 AND ANGLE POINT NO. 1 OF H.E.S. 46 P POINT OF BEGINNING: FOUND 2-1/2" BRASS G.L.O. MONUMENT AT THE SOUTHWEST CORNER OF SECTION 36, - - / - TOWNSHIP 5 SOUTH RANGE 81 WEST, 6TH P.M. KEY MAP \ \ \ / L=138.12 H.E.S. No. 46 , / ,' Chord=136.34 Chord Bearing = N52°54'43"E - PATENT DATE: 5-16-1912 Tan=70.91 A=31°56'10" R=247.80LO uj v i H.E.S. No. 46 p L=104.95 'S68yR$NJ/ EXCEPTION P Chord=102.34 Chord Bearing=S46°40'10"W ,- LO Tan=55.27 A=44°25'11" BOOK 380 PAGE 574 R=135.37 - RECORDING DATE: 3-13-1984 O ' Z / / / 1 / 1-1/2" ALUMINUM CAP P.L.S. 40695 FOUND S68°45'25"E 1.49'LIMITS OF AREA UTILIZED FOR THE CONSOLIDATED TAILINGS PILE (CTP), THE FROM RECORD PROPERTY CORNER 41 S6- AREA AFFECTED BY RESOLUTION NO. / / / �� WATER TREATMENT OF THE MINE DISCHARGE AND THE ASSOCIATED 7),6711A1 y 85-16 OF THE EAGLE COUNTY BOARD / / / / INFRASTRUCTURE AND APPURTENANCES. THESE USES MAY IN a 5OF COUNTY COMMISSIONERS AS RECORDED PERMITTED IN BOOK 407 PAGE 293 <� ACCORDANCE WITH THE REVISED CONSENT DECREES RECORDED 4DED IN BOOK 445 \ AT PAGES 683 AND 684. N50°35'39' q 33.08' COUNTY SURVEYOR'S CERTIFICATE m. In 040, Deposited this � day of _, 20, at� I S Book � of the Eagle County Surveyor's Land Survey Plats/ Ights- 4O L=88.13 / / I y p Q / / of -Way Surveys at Page �� This Land Survey Plat complies with r Chord=87.22 100 0 100 200 300 J q�28 , Chord Bearing = N38°43'55"E / i Section 38-51-102, of the Colorado Revised Statutes. q r Tan=45.00 A=28°32'43" R-176.89 , / L=115.38 %4 N / / Chord=114.92 3 N53°00'19"E I LEGEND \ \\\ \ \ Y \ \ \\ \ FOUND 2-1/2" BRASS G.L.O. MONUMENT \ \\ \ \ I l.� w N zi j0. Z O W rrAA�� Vl O LWT 1 4Z mm.j OW fn Z 43 W �0 Q �" ' M .j E' t4 0.` V V ® FOUND 1-1/2" ALUMINUM MONUMENT & LINE TABLE CURVE I LENGTH I RADIUS DELTA I CHORD LENGTH LINE LENGTH BEARING L1 89.26 N45°22'48"W L2 45.47 N57°44'10"W L3 47.88 N13°41'23"W L4 57.07 N85°56'06"W L51 206.34 N05°42'02"W L6 11.32 N24°52'52"W L7 40.30 N44°07'28"E L8 224.13 N27°31'52"W L9 118.34 N28°09'52"W L10 40.02 N89°05'28"W L11 31.02 S50004'35"W L12 147.73 N26°49'10"W L13F 40.70 N58°54'50"W L14 134.26 N47°11'00"W L15 79.36 S54039'37"W L16 79.33 N67°01'14"W L17 117.82 N47°06'21"W L18 58.46 S23'25'1 7"W L19 110.93 N71 °01'44'w L20 110.79 N57°02'09"W L21 79.97 S79°14'20"W L22 127.05 S55050'15"W L23 90.28 S78°41'42"W L24 115.10 S63°36'10"W 125 445.94 S36°54'37"W L26 88.02 S47°00'01"W L27 126.17 S57049'57"W L28 60.07 S15°35'00"W L29 31.79 S24°02'38"W L30 35.87 S37°00'28"W L31 41.10 S20°41'33"E 244.45 SO4°03'05"W L33 71.60 S01 °32'56"W L34 55.83 S00°37'48"E L35 80.54 S05°34'47"W L36 130.60 S02°21'27"E L37 34.72 N28-40-21 "W L38 154.82 N21°2&58"W L39 123.05 S80'52'1 6"W L40 34.84 S09007'44"E L41 94.99 N80'52'1 6" L42 127.95S21°25'58"E L43 46.85 S25°19'D5"E LEGEND \ \\\ \ \ Y \ \ \\ \ FOUND 2-1/2" BRASS G.L.O. MONUMENT \ \\ \ \ I l.� w N zi j0. Z O W rrAA�� Vl O LWT 1 4Z mm.j OW fn Z 43 W �0 Q �" ' M .j E' t4 0.` V V ® FOUND 1-1/2" ALUMINUM MONUMENT & t9 CURVE I LENGTH I RADIUS DELTA I CHORD LENGTH CHORD BEARING C11 56.061 155.24120-41-32--1 55.76 S24°25'23"W C21 117.181 112.55159-39-01-1 111.96 \ \ \ \\ WITH P.L.S. AS NOTED / m Z \ \ � \\ FOUND 3-1/4" ALUMINUM U.S.D.A. OR L4 SHEET 4 \ \ \ \ CDOT MONUMENT AS NOTED \ \ FOUND UNMARKED REBAR v / DC L Ln Q ® FOUND ORIGINAL STONE MONUMENT r � \ N Q m LU \ Q SET 1-1/2" ALUMINUM MONUMENT PE & SH 6 r / PLS 28036 0 END OF LINE SEGMENT OR ARC - a � LU \ \ \ \\ \ \\ PROVIDED FOR DIMENSIONING W Q \ \ PURPOSES ONLY - NO MONUMENT SET c 0 1 \ j C2 \ \ FOUND CDOT TYPE 1 RIGHT-OF-WAY c t9 Q / \ 2r If MARKER \ / N o\ SET 2" ALUMINUM MONUMENT, PE &PLS V U / o #28036 w LU 3-- w cUi1 C1 FOUND 2" ALUMINUM MONUMENT, PLS #23089 S T7 / 1 1 S E T 81` 1 69° ' �(Q' 26.94' Chord Bearing = S15°35'42' W GRAPHIC SCALE IN FEET �`o�o, / // R 3 72.87 8 5 11 7°43'43" 1 INCH= 100 FEET 4/ / 1 NOTICE: According to Colorado law you MUST commence any legal action s IAo _ L41 23 I CURVE TABLE t9 CURVE I LENGTH I RADIUS DELTA I CHORD LENGTH CHORD BEARING C11 56.061 155.24120-41-32--1 55.76 S24°25'23"W C21 117.181 112.55159-39-01-1 111.96 N04°56'38"E based upon any defect in this survey within three years after you first discovered 6' \ \ 1-1/2"ALUMINUM CAP 0.51'P.L.S.112oa I =<0' FOUND N25°34'20"E 0.51' such defect. In no event, may an action based upon any defect in this survey be \ \°p I. FROM RECORD PROPERTY CORNER commenced more than ten years from the date of the certification shown hereon. / t9 / m Z � oLi L4 v / DC L Ln Q N Ln r � � N Q m LU Z r 0 F- U based upon any defect in this survey within three years after you first discovered 6' \ \ 1-1/2"ALUMINUM CAP 0.51'P.L.S.112oa I =<0' FOUND N25°34'20"E 0.51' such defect. In no event, may an action based upon any defect in this survey be \ \°p I. FROM RECORD PROPERTY CORNER commenced more than ten years from the date of the certification shown hereon. / t9 m m Z � oLi � v DC L Ln Q N Ln � � N Q m LU Z r 0 F- U a � LU LU - O m a Z o W Q c 0 p oD c t9 Q C 2r z O U Q w LU 3-- w cUi1