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1136White River National Forest S89055'1 9"W - - -- --1458.2T- FOUND ORIGINAL STONE MONUMENT AT ANGLE POINT NO. 7 OF H.E.S. 46 N 00°20'54" W 99.96' '--, - - - - - - - - II __1- L - CURVE TABLE LINE I i H.E.S. No. 46 EXCEPTION BOOK 380 PAGE 574 i RECORDING DATE: 3-13-1984 I / ... \ I \ \ I \ i1 X22 _ - \20\ N \\ S�9°38'32'T \ SET 1.4' WITNESS CORNER cb M 1�4 ) SHEET 51- i_ -----..7g �.�\41.61 PE & PLS 28036 (SEE DETAIL OI -- -- -- -- -- -- -- -- -- / / L23."<�-- ' ON SHEET 3)w NELSON ADDITION / �Za. �/\5� c9csV I BOOK 131 PAGE 76 �/ /�/" ' s .. \�'4 •�� . \ �\ S89°38'32"E 4.62' \ rrP/ RECORDING DATE -2-19-1946 �/ R` 1 ' PROPERTY CORNER \ 1 V _ EAGLE COUNTY SCHOOL DISTRICT RE 50J // � \ TO COR. 2 OF H.E.S.46 \ 11�- IRON PIPE MARKED AS "COR. 1 RE50J / / p LEASE" FOUND S27°24'41"W 1.78' ACCESS AND UTILITY EASEMENT / ,' / S 00° 10'02" W (SEE DETAIL ON SHEET 3) \ .� 50.00 FEET WIDE FROM RECORD PROPERTY CORNER BOOK 424 PAGE 977 / 77.04' \ ` < \\ \ \ ---------------��, ;' N89°58'35"E fir, \ AT NGLEP INT STONE MONUMENT __ ----- \AT ANGLE POINTN0.20FH.E.S.46 \ S 89058'35" W ' / 2273.90' 420.19' ,' ;'may BASIS OF BEARING \�°(P \ \ POINT OF BEGINNING. // / J CIPo \ \ \ \ ' FOLI 2-112" BASS G.L.O. MONUME AT THE , O SOUTHWEST CORNER -OF SECTION 36 / , / 01 TOWNSHO- SOUTH RANGE�WEST, 5TH P.M. / , / C \ \ \ �• \ \ w H.E.S. No. 46 / �/ �` \\ \`\ �\ S29°33'56"E \ \ - \ \ PATENT DATE: 5-1&1912 1912 O < \ \ \ \ 684.52' \ \ \ - \ / / / �' �ryb \ \ \ \ (LINE 2-3 HES 46) _ \ 0 LO O a"� \ \ \ \ C:) z / LIMITS OF AREA UTILIZED FOR THE CONSOLIDATED TAILINGS N69°12'00"E i< \ \ PILE (CTP), THE WATER TREATMENT OF THE MINE DISCHARGE \� \ \\ - 27.64' - \ AREA AFFECTED BY RESOLUTION O. / V/ � AND THE ASSOCIATED INFRASTRUCTURE AND 1-1/2" ALUMINUM CAP P.L.S. 40695 \ APPURTENANCES. THESE USES MAY BE PERMITTED IN I C2 -\ - 85-16 OF THE EAGLE COUNTY BOARD / 4 - N \ \ \ FOUND S68°45'25"E 1.49' \ / / "/ ACCORDANCE WITH THE REVISED CONSENT DECREES FROM RECORD PROPERTY CORNER _� IN COUNTY COMMISSIONERS AS RECORDED RECORDED IN BOOK 445 AT PAGES 683 AND 684. / �� IN BOOK 407 PAGE 293 7� \� c1 / CPO \ \ - \ � � \ \\ CORNER 3 HiS- 46 \ CORNER 1 H.E S. 40 NO MONUMENT SET \ \\) S21045'1 5"E CDOT RIGHT-OF-WAY \ _41 \\ 272.59' PER\PLAT FAP 292-B 3 w ' / L39 M I - / \ \\ REVISED PLAT DATE: 1-29-1929 ..... ALON .1 I (G LINE 1-2 H.E.S. 40) \ - \ \ 1-1/2"ALUMINUM CAP P.L.S. 11204 \ \<m FOUNDN25°34'20'E 0.51' \<p _ FROM RECORD PROPERTY CORNER _ 'I SHEET 4 'Oso .\ \ \ im 2138 SHEET 4 \ \\\ \ \ - -- -- - - -- 2-1/2" ALUMINUM MONUMENT PE & PLS 23089 MARKED w _ i 257.58' WITNESS CORNER TO CORNER 1 H.E.S. 40 AND CORNER 3 H.E.S. 46- \ / FOUND S21034'55"E 257.93' FROM RECORD LOCATION OF CORNER SET 1-112" ALUMINUM MONUMENT PE & PLS 28036 ON \ \\ m cP° INTERSECTION OF THE WESTERLY RIGHT-OF-WAY o OF U.S. HIGHWAY 24 AS DESCRIBED ON COLORADO DEPARTMENT RIGHT-OF-WAY AND EASEMENT ACROSS THE m p" \ \ RpM OF HIGHWAYS PLAT FAP 292-B AND THE 1-2 LINE OF H.E.S. 40 J \\ \ \ \ SCHOOL DISTRICT PROPERTY FOR THE PURPOSE LQ, % \<p \ , 241 TR OF CONSTRUCTING, INSPECTING, OPERATING AND s NF qcT REMAINCHANGASU FACECOUND LECTIO RSIONDITCH \ \` \ 6g 12 O` `� \ 50O ti1s �p0/N� �i�" \\\ \� TRENCH AND A SURFACE COLLECTION DITCH BOOK 500 PAGE 765 :y+ 1_1/2^ ALUMINUM CAP P.L.S. 11204 N , llFST 46% S, o�B FOUND N26°18'23"E 0.22' i ^' Q J FROM RECORD PROPERTY CORNER' NSS°38 �R�VFpph/yRGyNiVy \ \ OF F4 o (3 p 1-V2" ALUMINUM CAP P.L.S. 11204 v / ^^ (b / ��� 1-1/2" ALUMINUM CAP P.L.S. 23089 �426g�`SFCTOF %" o,NT ON �� i FOUND S59°30'30"E 1.56' �0, \ O/V Ty ' y FOUND S75°18'36"E 0.10' y� VfO ° QJ i -4 F \ Eagle County School District RE 50J 1-112" ALUMINUM CAP A.P. 4 M.S. 20712 FOUND S67056'00"E 1.55' FROM RECORD PROPERTY CORNER I FOUND ORIGINAL STONE MONUMENT N6g 1215 AT ANGLE POINT N0.4 OF H.E.S. 46 I \ 200 0 200 400 600 GRAPHIC SCALE IN FEET 1 INCH = 200 FEET LINE TABLE CURVE TABLE LINE LENGTH BEARING L1 89.26 N45'22'48"W L2 45.47 N57044'10"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 N89°05'28"W L11 31.02 S50'04'35"W L12 147.73 N26°49'10"W L13 40.70 N58054'50"W L14 134.26 N47'1 1'00"W L15 79.36 S54'39'37"W L16 79.33 N67°01'14"W L17 117.82 N47006'21"W L18 58.46 S23°25'1T'W L19 110.93 N71001'44"W L20 110.79 N57'02'09"W L21 79.97 S79014'20"W L22 127.05 S55'50'1 5"W L23 90.28 878°41'42"W L24 115.10 S63°36'10"W L25 445.94 S36°54'37"W L26 88.02 S47'00'01"W L27 126.17 S57°49'57"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 L32 44.45 SO4'03'05"W L33 71.60 801°32'56"W L34 55.83 S00'37'48"E L35 80.54 S05°34'47"W L36 130.60 S02°21'2T'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 S25'1 9'05"E L44 63.53 S52°04'31"E L45 46.06 S18°21'27"E L46 111.42 S25°25'08"E 200 0 200 400 600 GRAPHIC SCALE IN FEET 1 INCH = 200 FEET LINE TABLE CURVE TABLE LINE LENGTH BEARING L47 44.34 S16°54'21"E L48 64.10 S15033'23"W L49 110.56 S26'52'55"W L50 139.75 S39005'06"W L51 69.90 S43°46'03"W L52 82.69 S21'51'31"W L53 43.34 S09'27'59"E L54 24.51 S65°48'59"E L55 62.22 S89°24'13"E L56 74.16 N84059'21"E L57 49.38 S69°05'25"E L58 70.25 S21'22'07"E L59 81.08 S14'21'50"E L60 49.69 S26°44'33"E L61 135.32 S44'28'42"E L62 45.19 N70°08'10"E L63 149.11 N88'01'58"E L64 63.15 S19°5443"E L65 67.64 S66021'19"E L66 203.81 S66'08'58"E L67 201.86 S34020'37"E L68 265.91 S20'31'47'E L69 280.05 S47°49'46"E L70 130.68 N84°20'53"E L71 247.09 N68'27'25"E L72 254.13 S81023'31"E L73 218.01 S74°41'47"E L74 13223 N81'29'42"E L75 166.44 N66°17'56"E L76 37.30 S39°24'48"E L77 68.06 N79°32'41"E L78 40.D9 N29°12'31"E L79 215.85 N07'12'21"W LOU 146.89 N54°33'32"E L81 115.98 N14°37'38"W L82 120.18 N86°37'49"W L83 131.53 N11'11'33"W L84 101.46 N69°51'43"W L85 32.66 N34°5453"W L86 95.79 N13°57'38"W L87 85.70 NO2°15'42"W L88 20.20 N22'59'52"W L89 50.37 N85°15'39"W L90 99.28 N27'00'42"W L91 185.12 NO2'16'28"W L92 137.58 N68°31'32"W 200 0 200 400 600 GRAPHIC SCALE IN FEET 1 INCH = 200 FEET 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 SHEET 7 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. UNION PACIFIC RAILROAD White River National Forest FROM RECORD PROPERTY CORNER / FROM RECORD PROPERTY CORNER w \ AND1-1/2"ALUMINUM CAP P.L.S. 23089 s� FOUND S51'34'033"E FROM RECORD PROPERTY CORNER \ \ i \\ \ \ \ \ RAILROAD UNION PACIFIC IFIC �sl- CP FOUND ORIGINAL STONE MONUMENT �, �' s C9? \ \" AT CORN'ER 2 OF SAPHIRE LODE IDENTICAL h'`cp WITH CORNER 1 OF TOPAZ LODE (MS 20461) PSE 21.195° \ \ \\ \ \\ \ � s° ° 12� \ T/F / 1"w L55 L56... CS, N%g 5861 LL \ _ A/ro 1� �OO 4o 0' \Q 1-1/2" ALUMINUM CAP A.P.3 M.S. 20712 OVQ\<�� \\\ <y / FOUND S69°12'42"W 0.20' /'✓ ° 1. <G PO LQ� \ F UND ORIGINAL STONE MONUMENT FROM RECORD PROPERTY CORNER s% 560 „ \mo ' ys2\V%� 0A_I \\ \ \ \ �1rOQ / A CORNER 1 OF MS 20461 RUBY LODE ^, 3-1/4" U.S. D.A. BRASS MONUMENT FOUND I� N 59°21'27" E \\ \\ 15� S24°22'53"E 31.22' L63 9 %7j\�CO " V/^, N28°03'17"W 0.89' FROM RECORD PROPERTY CORNER 1_ 100.96' �g \\ \ LEGEND \�62 _ _...- 5,�\Rti c \ g _L164' a �s s FOUND 2-1/2" BRASS G.L.O. MONUMENT C8q . Z (8) FOUND 1-1/2" ALUMINUM MONUMENT \ Css \T/0, 20 N 6503To8" E 7.43' WITH P.L.S. AS NOTED \u�(+ ^` /` FOUND 3-1/4" ALUMINUM U.S.D.A. OR `L\ a 1-1/2" ALUMINUM CAP A.P. 2 M.S. 20712 \ aj° .�:. 1 _ L82 - \ \ W CDOT MONUMENT AS NOTED FOUND S67"56'00"E 1.26' \ c°s FROM RECORD PROPERTY CORNER FOUND UNMARKED REBAR \ \ \ L=76.61 Tan=38.33 A=05°29'13" R=800.0 1 L139 \ CHORD=76.58' CHORD BEARING=S27°07'29"E <� ® FOUND ORIGINAL STONE MONUMENT \ \ L=75.27 Tan=37.66 D=05°23'27" R=800.00 SET 1-1/2" ALUMINUM MONUMENT PE & \ CHORD=75.24' CHORD BEARING=S27°10'22"E �' �1oy ��\ \C3 \\ \ PLS 28036 \ o \ • END OF LINE SEGMENT OR ARC - PROVIDED FOR DIMENSIONING \ 1" \ �J\`Si%,, \\ \\C4 \ White River m1 L103 �,0 `� PURPOSES ONLY - NO MONUMENT SET \ FOUND CDOT TYPE 1 RIGHT-OF-WAY National Forest \ 1 \� 1< s< CENTERLINE OF EXISTING OVERHEAD POWERLINE. NO DEED FOUND. y \ (i MARKER ` THIS USE MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED 11 1 \ (W. R.N.F.) CONSENT DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684. SET 2' ALUMINUM MONUMENT, PE & PLS e #28036 \ L11 _..._..._ L7z..._..._..._. 177 _ i" 11 IIC5 768 -J73 C73 0 FOUND 2" ALUMINUM MONUMENT, PLS - vo 1 3-114" U.S.D.A. BRASS MONUMENT FOUND > I #23D$9 N27°54'00 "W 1.35' FROM RECORD PROPERTY CORNER 101 11 61� I �- S24° 8'38"E 57.10' S24°28'38" 79.86' AND 1-1/2" ALUMINUM REFERENCE MONUMENT LINE TABLE CURVE TABLE LINE LENGTH BEARING L93 236.70 NO3012'08"W L94 44.66 N19°02'41"E L95 81.60 N30°2325"E L96 102.97 N00°24'44"E L97 66.74 N47°42'57"W L98 40.92 S15°28'10"E L99 24.96 S07°33'41"E L100 832.40 S22°22'09"W L101 73.83 N86000'16"E L102 122.92 N54033'32"E L103 11.17 S54'33'32"W L106 246.97 S11°05'59"W L107 95.06 S55°00'36"E L108 101.02 N00°06'36"E L109 114.40 N73°03'36"E L139 46.56 S88°02'1 WE L140 110.14 N45°56'16"E L141 47.41 N56°13'01"E L142 201.22 520'20'43"E L143 294.21 S19°09155"E L144 165.33 S19046'19"E L145 16.92 S19°01'52"E L146 77.42 S14°37'38"E L147 38.55 S14°37'38"E L148 100.96 N59°21'27"E L149 8.28 N59021'27"E L150 109.10 S00049'58"E L151 22.42 S30039'47"W L152 66.59 S89'10'02"W L153 42.48 S30°39'47"W L154 48.02 530'39'47"W L155 39.09 N13°07'52"W L156 44.76 330°39'47W L157 155.38 N59°22'30"E L158 131.43 N45'06'44"W L159 86.36 N59'21'27"E L160 55.86 N59'21'OT'E _161 625.71 S19013'15"E L162 246.47 N53°55'33"W L163 137.00 N24'28'38W L164 40.00 N24'22'53"W L165 74.99 N53°55'33"W L166 140.75 S21'45'15"E L167 192.30 S20012'45W L168 4.26 N01'30'38"W L169 30.00 S88°29'22"W 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 SHEET 7 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. UNION PACIFIC RAILROAD White River National Forest FROM RECORD PROPERTY CORNER / FROM RECORD PROPERTY CORNER w \ AND1-1/2"ALUMINUM CAP P.L.S. 23089 s� FOUND S51'34'033"E FROM RECORD PROPERTY CORNER \ \ i \\ \ \ \ \ RAILROAD UNION PACIFIC IFIC �sl- CP FOUND ORIGINAL STONE MONUMENT �, �' s C9? \ \" AT CORN'ER 2 OF SAPHIRE LODE IDENTICAL h'`cp WITH CORNER 1 OF TOPAZ LODE (MS 20461) PSE 21.195° \ \ \\ \ \\ \ � s° ° 12� \ T/F / 1"w L55 L56... CS, N%g 5861 LL \ _ A/ro 1� �OO 4o 0' \Q 1-1/2" ALUMINUM CAP A.P.3 M.S. 20712 OVQ\<�� \\\ <y / FOUND S69°12'42"W 0.20' /'✓ ° 1. <G PO LQ� \ F UND ORIGINAL STONE MONUMENT FROM RECORD PROPERTY CORNER s% 560 „ \mo ' ys2\V%� 0A_I \\ \ \ \ �1rOQ / A CORNER 1 OF MS 20461 RUBY LODE ^, 3-1/4" U.S. D.A. BRASS MONUMENT FOUND I� N 59°21'27" E \\ \\ 15� S24°22'53"E 31.22' L63 9 %7j\�CO " V/^, N28°03'17"W 0.89' FROM RECORD PROPERTY CORNER 1_ 100.96' �g \\ \ LEGEND \�62 _ _...- 5,�\Rti c \ g _L164' a �s s FOUND 2-1/2" BRASS G.L.O. MONUMENT C8q . Z (8) FOUND 1-1/2" ALUMINUM MONUMENT \ Css \T/0, 20 N 6503To8" E 7.43' WITH P.L.S. AS NOTED \u�(+ ^` /` FOUND 3-1/4" ALUMINUM U.S.D.A. OR `L\ a 1-1/2" ALUMINUM CAP A.P. 2 M.S. 20712 \ aj° .�:. 1 _ L82 - \ \ W CDOT MONUMENT AS NOTED FOUND S67"56'00"E 1.26' \ c°s FROM RECORD PROPERTY CORNER FOUND UNMARKED REBAR \ \ \ L=76.61 Tan=38.33 A=05°29'13" R=800.0 1 L139 \ CHORD=76.58' CHORD BEARING=S27°07'29"E <� ® FOUND ORIGINAL STONE MONUMENT \ \ L=75.27 Tan=37.66 D=05°23'27" R=800.00 SET 1-1/2" ALUMINUM MONUMENT PE & \ CHORD=75.24' CHORD BEARING=S27°10'22"E �' �1oy ��\ \C3 \\ \ PLS 28036 \ o \ • END OF LINE SEGMENT OR ARC - PROVIDED FOR DIMENSIONING \ 1" \ �J\`Si%,, \\ \\C4 \ White River m1 L103 �,0 `� PURPOSES ONLY - NO MONUMENT SET \ FOUND CDOT TYPE 1 RIGHT-OF-WAY National Forest \ 1 \� 1< s< CENTERLINE OF EXISTING OVERHEAD POWERLINE. NO DEED FOUND. y \ (i MARKER ` THIS USE MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED 11 1 \ (W. R.N.F.) CONSENT DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684. SET 2' ALUMINUM MONUMENT, PE & PLS e #28036 \ L11 _..._..._ L7z..._..._..._. 177 _ i" 11 IIC5 768 -J73 C73 0 FOUND 2" ALUMINUM MONUMENT, PLS - vo 1 3-114" U.S.D.A. BRASS MONUMENT FOUND > I #23D$9 N27°54'00 "W 1.35' FROM RECORD PROPERTY CORNER 101 11 61� I �- S24° 8'38"E 57.10' S24°28'38" 79.86' AND 1-1/2" ALUMINUM REFERENCE MONUMENT 11 I CURVE TABLE FOUND S55°01'43"E 10.22 FEET FROM RECORD CURVE LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C1 56.06 155.24 20041'32" 55.76 S24'25'23"W C2 117.18 112.55 59'39'01" 111.96 N04'56'38"E C3 130.65 450.82 16'36'18" 130.20 N4629'1 1"W C4 142.72 360.00 22°42'53" 141.79 N26°4936"W C5 141.82 1027.51 7°54'29" 141.70 N11°30'55"W C6 238.65 456.85 29°55'50" 235.95 N07024'14"E C7 527.57 1010.67 29°54'30" 521.60 S07°2454"W C8 75.45 50.00 86°27'23" 68.49 S50°46'02"E C9 294.23 365.33 46°08'45" 286.35 N14°28'12"W C10 80.54 250.00 18027'27" 80.19 N17'49'54"E C 11 25.32 200.00 7°15'16" 25.31 N30°41'16"E C12 63.41 111.74 32°30'56" 62.56 S18'03'26W C25 365.80 915.00 22054'20" 363.36 N13'01'20"W C26 70.54 915.00 4'25'01" 70.52 N00038'20"E C27 184.39 58445.82 0'10'51" 184.39 S14'27'54"W C29 147.39 3365.06 2030'34" 147.37 S17057'58"E C30 301.02 1286.60 13024'19" 300.34 S10°00'31"E C31 526.06 994.91 30017'42" 519.95 N09'19'47"W C32 82.80 880.00 5°2327" 82.77 N27'10'22'w C33 68.95 720.00 5'29'13" 68.92 N27'07'29"W C34 309.80 676.20 26°15'00" 307.10 N11°36'52"E C35 160.491 994.91 9014'33" 160.32 N20°07'14"E 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 SHEET 7 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. UNION PACIFIC RAILROAD White River National Forest FROM RECORD PROPERTY CORNER / FROM RECORD PROPERTY CORNER w \ AND1-1/2"ALUMINUM CAP P.L.S. 23089 s� FOUND S51'34'033"E FROM RECORD PROPERTY CORNER \ \ i \\ \ \ \ \ RAILROAD UNION PACIFIC IFIC �sl- CP FOUND ORIGINAL STONE MONUMENT �, �' s C9? \ \" AT CORN'ER 2 OF SAPHIRE LODE IDENTICAL h'`cp WITH CORNER 1 OF TOPAZ LODE (MS 20461) PSE 21.195° \ \ \\ \ \\ \ � s° ° 12� \ T/F / 1"w L55 L56... CS, N%g 5861 LL \ _ A/ro 1� �OO 4o 0' \Q 1-1/2" ALUMINUM CAP A.P.3 M.S. 20712 OVQ\<�� \\\ <y / FOUND S69°12'42"W 0.20' /'✓ ° 1. <G PO LQ� \ F UND ORIGINAL STONE MONUMENT FROM RECORD PROPERTY CORNER s% 560 „ \mo ' ys2\V%� 0A_I \\ \ \ \ �1rOQ / A CORNER 1 OF MS 20461 RUBY LODE ^, 3-1/4" U.S. D.A. BRASS MONUMENT FOUND I� N 59°21'27" E \\ \\ 15� S24°22'53"E 31.22' L63 9 %7j\�CO " V/^, N28°03'17"W 0.89' FROM RECORD PROPERTY CORNER 1_ 100.96' �g \\ \ LEGEND \�62 _ _...- 5,�\Rti c \ g _L164' a �s s FOUND 2-1/2" BRASS G.L.O. MONUMENT C8q . Z (8) FOUND 1-1/2" ALUMINUM MONUMENT \ Css \T/0, 20 N 6503To8" E 7.43' WITH P.L.S. AS NOTED \u�(+ ^` /` FOUND 3-1/4" ALUMINUM U.S.D.A. OR `L\ a 1-1/2" ALUMINUM CAP A.P. 2 M.S. 20712 \ aj° .�:. 1 _ L82 - \ \ W CDOT MONUMENT AS NOTED FOUND S67"56'00"E 1.26' \ c°s FROM RECORD PROPERTY CORNER FOUND UNMARKED REBAR \ \ \ L=76.61 Tan=38.33 A=05°29'13" R=800.0 1 L139 \ CHORD=76.58' CHORD BEARING=S27°07'29"E <� ® FOUND ORIGINAL STONE MONUMENT \ \ L=75.27 Tan=37.66 D=05°23'27" R=800.00 SET 1-1/2" ALUMINUM MONUMENT PE & \ CHORD=75.24' CHORD BEARING=S27°10'22"E �' �1oy ��\ \C3 \\ \ PLS 28036 \ o \ • END OF LINE SEGMENT OR ARC - PROVIDED FOR DIMENSIONING \ 1" \ �J\`Si%,, \\ \\C4 \ White River m1 L103 �,0 `� PURPOSES ONLY - NO MONUMENT SET \ FOUND CDOT TYPE 1 RIGHT-OF-WAY National Forest \ 1 \� 1< s< CENTERLINE OF EXISTING OVERHEAD POWERLINE. NO DEED FOUND. y \ (i MARKER ` THIS USE MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED 11 1 \ (W. R.N.F.) CONSENT DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684. SET 2' ALUMINUM MONUMENT, PE & PLS e #28036 \ L11 _..._..._ L7z..._..._..._. 177 _ i" 11 IIC5 768 -J73 C73 0 FOUND 2" ALUMINUM MONUMENT, PLS - vo 1 3-114" U.S.D.A. BRASS MONUMENT FOUND > I #23D$9 N27°54'00 "W 1.35' FROM RECORD PROPERTY CORNER 101 11 61� I �- S24° 8'38"E 57.10' S24°28'38" 79.86' AND 1-1/2" ALUMINUM REFERENCE MONUMENT 11 I I I I FOUND S55°01'43"E 10.22 FEET FROM RECORD I FOUND ORIGINAL STONE MONUMENT PROPERTY CORNER I� AT ANGLE POINT NO. 6 OF H.E.S. 40 W V) KEY MAP L=262.58 Tan=132.20 D=16°26'33" R=915.00 \ I I Chi �_ I o� \ ;DOT RIGHT-OF-WAY PER BOUNDARY AGREEMENT RE EPTION NUMBER:201812787 ECORDED: JULY 7, 2018 L=4 6.38 Tan=222.42 A=2° 19'32" R=915.00 TF �B40 y gk2 f �r- s �0 SHEET 5 H.E.S. No. 40 1-1/2"ALUMINUM MONUMENT PI&PLS 23089 FOUND / �S00S PATENT DATE: 3-7-1912 S28°10'32"W 4.98' FROM RECORD PROPERTY CORNER / Cn�j" �}S'� S+j� �� wl 928,E / �, •sem APPARENT PRESCRIPTIVE ACCESS EASEMENT 30.00 FEET WIDE M'v / / FOUND ORIGINAL STONE FOR PURPOSES OF ACCESSING THE CONSOLIDATED TAILINGS2 O UMENT AT ANGLE POINT PILE (CTP), THE MINE DISCHARGE WASTEWATER TREATMENT , �/ ' �' I NSD. 3 OF MS 20461 RUBY LODE FACILITY AND ASSOCIATED INFRASTRUCTURE AND / / °b' nJ C� APPURTENANCES. NO DEED FOUND. THIS ACCESS MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED CONSENT / / �/ �// V \ I I - o2Z / o DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684. °� o / / / / NN FOUND 3-1/4" U.S.D.A ALUMINUM CAP a o S H 6 � 922 a S35 45 52 W / � V '0' /� � MARKED "COR 2 HE 40" N43°03'31"E 0.60' �y 1553 / 205.41' / / / ti - / FROM CALCULATED ORNER Z`� e`N--� 6� L=26.42 C1111 MONUMENT BENT 3-1/4" ALUMINUM RIGHT-OF-WAY I o / / / / 1 MONUMENT FOUND N20'1T54"W 0.33' �� / / Y -/ A=00°3 '43" R=2408.63 FROM RECORD PROPERTY CORNER / j i / / I �� OQ" �" ^ tiF / , ,w4 SEE DETAIL / „ �, �P� 2 �� CDOT RIGHT-OF-WAY PER61Qo��3��1 1-1/2" ALUMINUM CAP PE&PLS 23089 BOUNDARY AGREEMENT ; tr�� , P FOUND S23°20'23"W 782.34' FROM V RECEPTION NUMBER: 201812787 Battle One ANGLE POINT NO. 6 OF H.E.S. 40 FOUND ORIGINAL STONE .( RECORDED: JULY 7, 2018 MONUMENT AT COR 2 .� / I V �l ^ - MS 20461 PURITAN LODE �AS°s / / vgsl Developer S T 7 ; , �6 °6 Q LLLP S E T ="^ 4111 �CV N lb Vi' 3-1/4" ALUMINUM RIGHT-OF-WAY / / / C�/ O/FOUND 3-1/4" U.S.D.A. MONUMENT MONUMENT FOUND N82°03'50"E 0.23' / / / I o ^." �• / / STAMPED - WC P S 45°09'31" E 73.58' FROM RECORD PROPERTY CORNER FOUND ORIGINAL STONE MONUMENT - CENTERLINE OF EXISTING TRESTLE STRUCTURE AND MINE I I / cn , zO ( W.C. N 59'22'30" E 14.64' FROM CALCULATED DISCHARGE CONVEYANCE PIPELINE. NO DEED FOUND. I 1 I 1 0 OII ()f COR. NO.3 MS 20461 PURITAN LODE o THESE USES MAY BE PERMITTED IN ACCORDANCE WITH �' j IC7 o ' j o THE REVISED CONSENT DECREES RECORDED IN BOOK 445 N I I I o y I 0) 00/ AT PAGES 683 AND 684. I I 00 I _ - SHEET8 �a i I _ - I _ SH_E_ ET8 -- -- -- - -- -- -- -- -- - -- -- -- -- -- -- -- -- - - - - -- -- -- -- --- TIGIWON ROAD EASEMENTZI I i 79J 60.00 FEET WIDE I J N 6'13 -- -- -- -- -- -- -- FOUNgq'ORIGINAL STONE MONUMENT -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- --�- --IFI-�--- - -- - --�-- ---�--AT ANGLE POINT NO. 5 OF H.E.S. 40 AND BOOK 135 PAGE 72 CO C A SHEET 7 COUNTY SURVEYOR'S CERTIFICATE III N II \ SHEET 7 AT NGLE POINT NO. 1 OF H.E.S. 41 I �- 15.00' ST Deposited this day of _, 203, at • ZO fJ .m. in 15.00' -�I i \ \ / o�TFAc 2° j �e OC h 32 p Book _.pf the Eagle County Surveyor's Land Survey Plats Rights- j �C8--- I 2- /2"ALUMINUM CAP PE/PLS , 0'E -' \ I - t I ' MARKED "COR 3 HES 40" FOUND N45'13'42"E 92i 190j �- of -Way Surveys at Pagej��. This Land Survey Plat complies witl- yo ^L. 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