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1134\ I SHEET 5 -� \\ P- 491.16' 491.16' e River N 89°56'50" E ` - - \\ - L=57.85 \ hl� res - - - - \\- - - lean=28.94 I \ .'1a 1 (✓ / ' \ \ R=156.30 =756.30 -\ �1WESTERN SLOPE GAS //�' \ �\ / (\ N a COMPANY EASEMENT 50.00 FEET WIDE BOOK 201 PAGE 105 [SEE DETAILS ON SHEET 411 White River 1a //" 762 _--------------- ' i f ;� - ��, .00� \\ \ \ National Forest NN -------------- ;/ 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. I \ EXISTING ACCESS \\ �\ ROAD FOR TOWN OFMINTURNWATER DIVERSION -\�-� ��// /' ' i' \ \\ \ UNION PACIFIC \ STRUCTURE AND TREATMENT RAILROAD PLANT. (NO DEED FOUND) / \ \ L=240.84 \� Chord=236.48 Chord Bearing = S49°52'48"W \ _- - - - - _ �_ Tan= 125.00 A=37°51'49" \ \ 3 \ TOWN OFMINTURN __--_____--- , ' / / // R=364.44 WATER PIPELINE EASEMENT L=228.45 o \ \ ' \� . \ 10.00 FEET WIDE BOOK 140 PAGE 175 / , f Tan=114.29 \ �\ \ \ \ \N W.R.N.F. \ ���` V _ (SEE DETAILS ON SHEET 4) ` / // / , A-4°38,00„ \ rr ��° _ .. - / R=2825.00 \ ^\ \ \ . \ . .� �o CDOT R.O.W. \ �\ C0 , 1 ' ,/ // \\ \ \ \ :� S89°38'32"E \ ��� m J Cre _ /moo, \ \ \ Cross \ NELSON ADDITION\ N89°58'35"E _ 41.61' `4.62' �- ✓ _ / ,, °y0 ^ry / \ \ \ Y l - - - 1.4' W.C. -PLS 28036 6 ' ` H.E.S. 46 2273.90' S 89°38'32" E \ // �,5o ryry / \ \ SOUTH a COR.P.SOFTHON 36 ES 46 v U U REFERENCE MONUMENT - - "' / 1 I / / \ \ \ _ \ STONE A.P.2 OF HES 46 v \sc� ` U U FOUND N27°42'04"W 6.25' i �� / J / J i i \ E FROM RECORD CORNER / / EAGLE COUNTY SCHOOL DISTRICT RE 50J ACCESS AND UTILITY . \ EAST BOUNDARY OF HES 46 / � � / � � EASEMENT 50.00 F BOOK 424 PAGE 97EET WIDE � \\\\\ \-.\ \ ' N��„`s°; JNOTE: \ S89°05'28"E\(� \ \ 1 EWATERTREATMENTOLIMITS OF AREA DHORTHE \ �...-...-...-40.02' 1. EASEMENT DESCRIPTION CONTAINS AN ERROR OF CLOSURE � \ 40.02' OF APPROXIMATELY 10.47 FEET. \ \ CONSOLIDATED TAILINGS PILE (CTP) �. 1 \ \ THE E MINE 2. CURVES CONTAINED IN EASEMENT DESCRIPTION ARE DISCHARGE AND THE ASSOCIATED ON�ti 'w 3-1/4" USDA CAP FOUND \ I ^ { / / NON -TANGENT CURVES, AND THEREFORE CHORDS AND \ \ g0 O T l CHORD BEARINGS ARE PROVIDED HEREON. INFRASTRUCTURE AND RS02'1 1'02"W ECORD CORNER ROM / _ i ,% _ \ �.� / / / CDOT RIGHT-OF-WAY PER i i ^ \A \ `- APPURTENANCES. THESE USES L=127.73 v j \ MAY BE PERMITTED IN/ „ /.. BOUNDARY AGREEMENT \\ \ ACCORDANCE WITH THE Tan 69,00 A=53'44'1 h6earing = SO4°04'44"W RECEPTION NUMBER: 201812787 \ REVISED CONSENT DECREES NELSON ADDITION �, I R=136.19 RECORDED: JULY 7,2018 i RECORDED IN BOOK 445 BOOK 131 PAG E 76 �. i 1 \ \ \ AT PAGES 683 AND 684. \ RECORDING DATE: 2-19-1946 I \ \\\ \\ .\ a \\ \ \ I S64°45'27"W I 25.02' \\ \ Ncp \ \\ \ J \ \ \\ LQLI. cPo \ \ \ / L=21.31 O cp z - : Chord=21.31 Chord Bearing = N20°39'16"W \ O a) y / Tan=10.66 A=3'52'534 \\ �a \ \ \LU \ \\ \ \ Q p�� h^� Ul p ^ �� LIJ 90 IV \ W CO L=354.02 \ \\\ 1 ' Chord -338.20 Chord Bearing = N07°04'35"E L=233,25 '�/� Tan -19500 A=59'44'00" --_�-- -- -- -- -- -- -- -- -- -- -- -- -- Chord=230.74 Chord Bearing = NO2°48'06"E �r-- -- -- R=339_57 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -� \\ -- -- - -- -- -- -- -- -- -- -- - -- SHEET 6 -- -- -- -- �Tan=119.210=29°10'48" R=458.00 T-- -- - I 21 AREA OF APPARENT ENCROACHMENT I \ \ \\ \ OUTSIDE OF DESCRIBED EASEMENT SHEET 5 �/ \ r L23 \ \ L=69.32 Chord=69.18 Chord Bearing = N30°37'48"E Tan=34.80 4=14" / - R==31314.5.57 476 1-1/2" ALUMINUM CAP P.E./P.L.S.23089 FOUND S53°03'25"E �.'/ FROM RECORD PROPERTY CORNER I \ 25.00' // / � / 47, z C)CD / \ \ 0 CID Ni C.0 - - - \ // /1 S 00°10'02" W .\ \ CD / IRON PIPE MARKED AS "COR. 1 RE50J 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 \ a7 �.. '' ._ LEASE" FOUND S27°24'41"W 1.78' �// 77.04' FROM RECORD PROPERTY CORNER - - - - - - - - - - � 420.19' � -.._. �. v ---'/=�/------ 2273.90' ------ / S 89°58'35" W / h /,' N 89°58'35" E I \ L10 BASIS OF BEARING I \ I \ \ I j0 ry ry/ / ' �O %y FOUSOUTH QUARTER CORNER OF�SECTION 36, TOWNSHIP 5 SOUTH RANGE 81 WEST, 6TH P.M. \� T / _ / AND ANGLE POINT NO. 1 OF H.E.S. 46 J / POINT OF BEGINNING: / // t9. ' 9 / FO U N D 2-1/2" BRASS G. L.O. MON U MENT AT THE tS�, \ \ SOUTHWEST CORNER OF SECTION 36, \ \ f _ TOWNSHIP 5 SOUTH RANGE 81 WEST, 6TH P.M. H.E.S. No. 46 L=138.12 Chord=136.34 Chord Bearing = N52°54'43"E / PATENT DATE: 5-16-1912 / r Tan=70.910=31°56'10" R=247.80 v \y/ i H.E.S. No. 46 o L=loans �N� • // EXCEPTION P Chord=102.34 Chord Bearing = S46°40'10"M 568 52A2 BOOK 380 PAGE 574 Tan=55.274=44°25'11" 2Aa °p R=135.37 �_. RECORDING DATE: 313-1984 p z / N 1-1/2" ALUMINUM P CAP .L.S. 40695 / , S, FOUND CAP '25"E 1.49' FROM RECORD PROPERTY CORNER VSs° AREA AFFECTED BY RESOLUTION NO. / / / O LIMITS OF AREA UTILIZED FOR THE CONSOLIDATED TAILINGS PILE (CTP), THE rn 77/`?yq" 85-16 OF THE EAGLE COUNTY BOARD v WATER TREATMENT OF THE MINE DISCHARGE AND THE ASSOCIATED SSS,, AY OF COUNTY COMMISSIONERS AS RECORDED INFRASTRUCTURE AND APPURTENANCES. THESE USES MAY BE PERMITTED IN IN BOOK 407 PAGE 293 / / \ ACCORDANCE WITH THE REVISED CONSENT DECREES RECORDED IN BOOK 445 AT PAGES 663 AND 684. / / 1 N5 3 3 e 33.08.08'' 4�1COUNTY SURVEYOR'S CERTIFICATE ��j�� Deposited this day of 120&, at 1*.10 m. in / Book, of the Eagle County Surveyor's Land Survey Plats/Rights- of -Way Surveys at Pagea?)q. This Land Survey Plat complies witl 1 L=88.13 i Section 38-51-102, of the Colorado Revised Statutes. q) Chord=87.22 100 0 100 200 300 ?8q, Chord Bearing = N38°43'55E Tan=45.00 A=28°3243" �4 R=176.89 L=115.38 a ' ^ ' V 5` 3¢ N53°00'19"E / / Chord=114.92 `9° 8' 26 94' / / Chord Bearing = S15°35'42"W LEGEND LINE TABLE KEY MAP 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 L5 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 N89005'28"W L11 31.02 S50004'35"W L12 147.73 N26°49'10"W L131 40.70 N58054'50"W L14 134.26 N4701 1'00"W L15 79.36 S54°39'37"W L16 79.33 N67001'14"W L17 117.82 N47°06'21"W L18 58.46 S23025'17"W L19 110.93 N71001'44"W L20 110.79 N57002'09"W L21 79.97 S79014'20"W L22 127.05 S55050'15"W L23 90.28 S78°41'42"W L24 115.10 S63036'10"W L25 445.94 S36054'37"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 S37000'28"W L31 41.10 S20041'33"E L32 44.45 SO4°03'05"W L33 71.60 S01"32'56"W L34 55.83 S00037'48"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"25'58"W L39 123.05 S80°52'16"W L40 34.84 S09°07'44"E L41 94.99 N80°52'16"E L42 127.95 S21°25'58"E L43 46.85 S25°19'05"E LEGEND '103 " / // KEY MAP \\ \\\ \ CURVE LENGTH RADIUS DELTA \ CHORD BEARING C1 56.06 155.24 20°41'32" 55.76 S24°25'23"W C2 112.55 59°39'01" 111.96 N04°56'38"E 0.0J V FOUND 2-1/2" BRASS G.L.O. MONUMENT O OMMW �, tAW ® FOUND 1-1/2" ALUMINUM MONUMENT t9 X �o w \ \ \\ \ WITH P.L.S. AS NOTED NOTICE: According to Colorado law you MUST commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event, may an action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. r ! io S23s• i - I \ \\\ \ FOUND 3-1/4" ALUMINUM U.S.D.A. OR t- SHEET 4 / / L4 \ CDOT MONUMENT AS NOTED �Z Z IQ0 n2 �U FOUND UNMARKED REBAR \ \\\ \ ® FOUND ORIGINAL STONE MONUMENT = m \ \ \ • SET 1-1/2" ALUMINUM MONUMENT PE & O SH 6 PLS 28036 0 • END OF LINE SEGMENT OR ARC - \ \ \ \\ PROVIDED FOR DIMENSIONING \ PURPOSES ONLY - NO MONUMENT SET \ \ I \ FOUND CDOT TYPE 1 RIGHT-OF-WAY z ! C2 \ \ MARKER ; \ O SET 2" ALUMINUM MONUMENT, PE & PLSTJ > P \ #28036 VV /: ° -A LLJ C1 / LP (P 011 Q FOUND 2" ALUMINUM MONUMENT, PLS rY #23089 S zT7 1 Q S E T I 1 / / 0 / z. I / GRAPHIC SCALE IN FEET 1 INCH = 100 FEET� '103 " / // Tan=58.15A=17°43'43" R=372.87 CURVE LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C1 56.06 155.24 20°41'32" 55.76 S24°25'23"W C2 112.55 59°39'01" 111.96 N04°56'38"E 0.0J V WW 40 O OMMW �, tAW TWAF W z �0 t9 X �o w bra NOTICE: According to Colorado law you MUST commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event, may an action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. r ! io S23s• i - I L41 _.. \ \ \ I \ i117.181 \. r 1-1/2" ALUMINUM CAP P.L.S. 11204 \ w� i FOUNDN25'34'20"E 0.51' ` FROM RECORD PROPERTY CORNER t- 0W N � / / L4 �Z Z IQ0 n2 �U Y z i • V�s° CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C1 56.06 155.24 20°41'32" 55.76 S24°25'23"W C2 112.55 59°39'01" 111.96 N04°56'38"E z i QN M W F a IC u IG o • V�s° N Z UU0 o U ~> z_�r w � WN Z Z W�i Z 0 �a Z3 ZZ 0.0J V WW 40 O OMMW �, tAW TWAF W z �0 t9 X �o w bra Z W �Z N t- 0W N � �Z Z IQ0 n2 �U QN M W F a IC u IG o m Q 0 Y = m U 0 ED z O LLJ rY w Q 0 w0 z.