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1168I FOUND ORIGINAL STONE MONUMENT AT ANGLE POINT NO. 7 OF H.E.S. 46 i White River °20'54" W National Forest ggN 00 96' i - S89'55'1 9"W 1458.27' H.E.S. No. 46 EXCEPTION BOOK 380 PAGE 574 RECORDING DATE: 3-13-1984 mM O ^ O j 0 ^� LU LU Eagle County School District RE 50J S 89058'35" W \ 420.19' \ \ POINT OF BEGINNING: FOUW 2-1/2" BF�ASS G.L.O. MONUMEN r AT THE SOUTHWEST CORNER'OF SECTION 36 TOWNSHIP�&SOUTH RANGESJWEST 3TH P.M. \ W \ `O \ LO o Ur) O � O Z \ 1-1/2" ALUMINUM CAP P.L.S. 40695 FOUND S68'45'25"E 1.49' FROM RECORD PROPERTY CORNER SHEET 4 - 1-1/2" ALUMINUM CAP A.P. 4 M.S. 20712 FOUND S67°56'00"E 1.55' FROM RECORD PROPERTY CORNER I / FOUND ORIGINAL STONE MONUMENT E POINT NO. 4 OFF H ES. 46 N% T ANGLE 566'�5� I/ I/ / I I � I � / CURVE TABLE LINE i BEARING L1 89.26 N45022'48"W i i i 45.47 N57°44'10"W Eagle County School District RE 50J S 89058'35" W \ 420.19' \ \ POINT OF BEGINNING: FOUW 2-1/2" BF�ASS G.L.O. MONUMEN r AT THE SOUTHWEST CORNER'OF SECTION 36 TOWNSHIP�&SOUTH RANGESJWEST 3TH P.M. \ W \ `O \ LO o Ur) O � O Z \ 1-1/2" ALUMINUM CAP P.L.S. 40695 FOUND S68'45'25"E 1.49' FROM RECORD PROPERTY CORNER SHEET 4 - 1-1/2" ALUMINUM CAP A.P. 4 M.S. 20712 FOUND S67°56'00"E 1.55' FROM RECORD PROPERTY CORNER I / FOUND ORIGINAL STONE MONUMENT E POINT NO. 4 OFF H ES. 46 N% T ANGLE 566'�5� I/ I/ / I I � I � 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 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. LINE TABLE CURVE TABLE LINE LENGTH BEARING L1 89.26 N45022'48"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 N05042'02"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 N26'49'1 0"W L13 40.70 N58°54'50"W L14 134.26 N4701 1'00'W L15 79.36 S54°39'37"W L16 79.33 N67°01'14"W L17 L18 117.82 58.46 N47°06'21"W S23'25'17"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 S55°50'15"W L23 90.25 41'42"W L24 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 60.07 515'35'00"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 SO4003'05"W L33 71.60 S01'32'56"W L34 55.83 S00037'48"E L35 80.54 S05034'47"W L36 130.60 S02021'27E L37 34.72 N28°40'21"W L38 154.82 N21°25'58"W L39 123.05 S80052'16"W L40 34.84 S09007'44"E L41 94.99 N80'52'1 6"E L42 127.95 S21°2558"E L43 46.85 S25'1 9'05"E L44 63.53 SK'iN 31"E L45 46.06 S18°1'27"E L46 111.42 S25°25'08"E 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 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. LINE TABLE CURVE TABLE LINE LENGTH BEARING L47 44.34 S165421"E L48 64.10 S15°33'23"W L49 110.56 S26°52'55"W L50 139.75 S39°05'06"W L51 69.90 S43°46'03"W L52 82.69 S21 °5 r3V W L531 43.34 S09027'59"E L54 24.51 S65'48'59"E L55 62.22 S89°24'13"E L56 74.16 N84°59'21"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°54'43"E L65 67.64 S66°21'19"E L66 203.81 S66°08'58"E L67 201.86 S34'20'37"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 S81'23'31"E L73 218.01 S74741'47E L74 132.23 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 40.09 N29012'31"E L79 215.85 N07'12'21"W L80 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 L94 101.46 N69°51'43"W L85 32.66 N34°54'53"W L86 95.79 N13°57'38"W L87 85.70 NO201542"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 NO2'1 6'28"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 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. / 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 24.96 507'33'41"E L100 832.40 S22°22'09"W L101 73.83 N86000'1 6"E L102 122.92 N54°33'32"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°0636"E L109 114.40 N73003'36"E L139 46.56 S88'02'1 8"E L140 110.14 N4556'1 6"E L141 47.41 N56"13'01"E L142 201.22 S20°20'43"E L143 294.21 819°09'55"E L144 165.33 S19'46'19"E L145 16.92 S19°01'52"E L146 77.42 37'38'E L147 L1471 38.55 S14°37'38"E L148 100.96 N59°21'27"E L149 8.28 N59°21'27"E L150 109.10 S00°49'58"E L151 22.42 S30'39'47"W L152 66.59 S89'1 0'02"W L153 42.48 S30'39'47'w L154 48.02 S30°39'47"W L155 39.09 N13007'52"W L156 44.76 S30°39'47"W L157 155.38 N59°22'30"E L158 131.43 N45'O6'44"W L159 86.36 N59°21'27"E L160 55.86 N59°21'07"E L161 625.71 S19°13'15"E L162 246.47 N53°55'33"W L163 137.00 N24°28'38"W L164 40.00 N24°22'53"W L165 74.99 N53°55'33"W L166 140.75 521'45'15"EI L167 192.30 S20012'45"W L168 4.26 N01°30'38"W L1691 30.001 S88°29'22'w / COUNTY SURVEYOR'S CERTIFICATE Deposited this lot day of 20[g at Z_30 T m. in Book of the E gle County Surveyor's Land Survey Plats/Rights- of-Way Surveys at Page This Land Survey Plat complies with Section 38-51-102, of the Colorado Revised Statutes. SHEET 7 L21 \ _ . _ 1 1`19 S 9°38'32"E N \ \SET 1.4' WITNESS CORNER �cp \\ \4.1.61' PE & PLS 28036 (SEE DETAIL -- -- -- -- -- /_..�- �- \ (� \ ON SHEET 3 NELSON ADDITION1) i \'s \�, '� `rcr�, ` S89°38'32"E 4.62' \ BOOK 131 PAGE 76 Y � \ \ \\ RECORDING DATE: 2-19-1946 / /�-� 0 \ ` PROPERTY CORNER \ - EAGLE COUNTY SCHOOL DISTRICT RE 50J // // // \,(,,3 ` TO COR. 2 OF H.E.S.46 \ ON PIPE MARKED AS "COR. 1 RE50J / / I _ :ASE" FOUND S27°2441"W 1.78' ACCESS AND UTILITY EASEMENT / / / S 000 10'02" W (SEE DETAIL ON SHEET 3) \ 50.00 FEET WIDE ?OM RECORD PROPERTY CORNER BOOK 424 PAGE 977 / / 77.04' ` < \\ \ \ - I - \ //-,/ N89°58'35"E \.a \ -FOUND ORIGINAL STONE MONUMENT \ ----_ _- -- -_-__- / - \AT ANGLE POINT NO. 2 OF H.E.S. 46 / 2273.90' \ \\ \ BASIS OF BEARING ��^N0 ,/. o c9. co \ H.E.S. No. 46 / R` \ \ ` �, S29033'56"E \ PATENT DATE: 5-16-1912 \ 684.52' \ (LINE 2-3 HES 46) \ LIMITS OF AREA UTILIZED FOR THE CONSOLIDATED TAILINGS N69° 12'00"E \ PILE (CTP), THE WATER TREATMENT OF THE MINE DISCHARGE \ \\ 27.64' \ AREA AFFECTED BY RESOLUTION NO. AND THE ASSOCIATED INFRASTRUCTURE AND \ / / o APPURTENANCES. THESE USES MAY BE PERMITTED IN I C2 _ 85-16 OF THE EAGLE COUNTY BOARD / "�' OF COUNTY COMMISSIONERS AS RECORDED \ j j ACCORDANCE WITH THE REVISED CONSENT DECREES \ \ \ / /\ RECORDED IN BOOK 445 AT PAGES 683 AND 684. IN BOOK 407 PAGE 293 o \ \ \ \ - c1 / o^, CORNER 3 H.E.S. 46 \ CORNER 1 H.E\S. 40 i\ \ NO MONUMENT SET \ / I \ 9�p3�(5 / / / \ \\\�21°4 '1 "E \ CDOT RIGHT-OF-WAY L39 - ° \ /\\ S 272.59 5 PER FLAT FAP 292-B I \\ (ALONG LINE 1-2 H.E.S. 40) REVISED PLAT DATE: 1-29-1929 \ L41_- \ I 1-1/2" ALUMINUM CAP P.L.S. 11204-L4 \ \ \`ww FOUND N25°34'20"E 0.51' \\<� FROM RECORD PROPERTY CORNER Im \ 20� / SHEET 4 \? \\ \ -- -- -- - -- -- -- -- -- -- �- -- -- -- -- -- - -- -- -- -- -- -- \ \ 2-1/2" ALUMINUM MONUMENT PE & PLS 23089 MARKED w \ / 257.58' WITNESS CORNER TO CORNER 1 H.E.S. 40 AND CORNER 3 H.E.S. 46 \ FOUND 521'34'55"E 257.93' FROM RECORD LOCATION OF CORNER - -Q \ CID SET 1-1/2" ALUMINUM MONUMENT PE & PLS 28036 ON INTERSECTION OF THE WESTERLY RIGHT-OF-WAY \ \ \ \ \ \ OF U.S. HIGHWAY 24 AS DESCRIBED ON COLORADO DEPARTMENT rn \ \\ `\ / \ F' i OF HIGHWAYS PLAT FAP 292-B AND THE 1-2 LINE OF H.E.S. 40 J ` RIGHT-OF-WAY AND EASEMENT ACROSS THE 1n �, -. / �, SCHOOL DISTRICT PROPERTY FOR THE PURPOSE �� \<p - \ / / \ _ �4/O/y�% \ G \ OF CONSTRUCTING, INSPECTING, OPERATING AND O A w pO �P MAINTAINING AN UNDERGROUND DIVERSION ` \ " G / / \ S /C'✓/ e \ •� \\ \ _\ TRENCH AND A SURFACE COLLECTION DITCH - 012 / \ \ BOOK 500 PAGE 765 \' 1-1/2" ALUMINUM CAP P.L.S. 11204 N 69 / - y NFS?p467 ST OFecG/ \\\\°a\ FOUND N26°18'23"E 0.22' / \ c "p ` 1 \ FROM RECORD PROPERTY jORNER 6'S`o3 0/4^' AL./ //V^' \ .G �3ti 8p'V�\R0,7RF<O'V FG POW;;, 1-1/2"ALUMINUM CAP P.L.S. 11204 $ / ^ �o- / /` 1-1/2' ALUMINUM CAP P.L.S. 23089 426g\`SFc j- %O - M o� w` / \ FROM RECORDFOUND 3PROPERTY CORNER %pi \ /O • 3 T/yF ON FOUND 875°18'36"E 0.10' yN "� � aj• j / w \ FROM RECORD PROPERTY CORNER nj �O / / AND 1-1/2" ALUMINUM CAP P.L.S. 23089 FOUND S51'34'033"E 1.44' -/ 319' - \ - N \ \ FROM RECORD PROPERTY CORNER �� --�\ \ I \J \ \ \ F ,LQ�12 S \ ,Cg? cS� `\ \ - ATCOR QQ` ` �`?^/ owl- 50 n \ \ 1 `� \ \ WITH C N69 r,3 5a, / / o w`6 / F / �...L55.--.L56..�i5> /6GJ361 \\GL \ �'QO y. F A \ L89 1-1/2"ALUMINUM CAP A.P.3 M.S.20712 -.� O\-?N0FOUND S69'1 S69°12'42"W 0.20' /V 1 G D \ 00 ' ,%� \ FROM RECORD PROPERTY CORNER 6%°/J`6,�p" 16'p ��\�� �S2\�%� OjCe 1 \ \ UNION PACIFIC RAILROAD White River National Forest UNION PACIFIC RAILROAD R.O.W OUND ORIGINAL STONE MONUMENT NE\R 2 OF SAPPHIRE LODE IDENTICAL ORNER 1 OF TOPAZ LODE (MS 20461) g'l \ X96 O,DG 15Pe��2 / F IND ORIGINAL STONE MONUMENT A CORNER 1 OF MS 20461 RUBY LODE &A, V- �- Ur J FS C/ 3-1 /4" U. S. D.A. BRASS MONUMENT FOUND N 59°21'27" E \ \a 15� S24022'53"E 31.22' 713 2¢- ��6, \ 91. 4 I N28°03'17"W 0.89' FROM RECORD PROPERTY CORNER \ v L 164 LEGEND 34' L02 L63 \ �t'S �0'I'/ti 100.96' a9 , c0R \FOUND 2-1/2" BRASS G.L.O. MONUMENT \ Css \ O8s -48a ` s FOUND 1-1/2" ALUMINUM MONUMENT s\ CT'0 . 'D N 65°37'08" E 7.43' ® WITH P.L.S. AS NOTED \ u'6, ,(` \ o \ 'w m / 1 2 FOUND 3-1/4" ALUMINUM U.S.D.A. OR 1-1/2" ALUMINUM CAP A.P. 2 M.S. 20712 L62 CDOT MONUMENT AS NOTED FOUND S67°56'00"E 1.26' FROM RECORD PROPERTY CORNER` FOUND UNMARKED REBAR \ \ L=76.61 Tan=38.33 A=05°29'13" R=800.00 ` \ Lf39J$ CHORD=76.58' CHORD BEARING=S27°07'29"E ® FOUND ORIGINAL STONE MONUMENT \ \ a \ ow \ ZP L=75.27 Tan=37.66 A=05°23'27" R=800.00 QQ SET 1-1/2" ALUMINUM MONUMENT PE & \ CHORD=75.24' CHORD BEARING=S27°10'22"E PLS 28036 2 �CP • END OF LINE SEGMENT OR ARC - �cS° \ ,0�^ \\ \ � PROVIDED FOR DIMENSIONING `� \ ( �S� \ `C4 White River \ \ '\ \ \ PURPOSES ONLY - NO MONUMENT SET o �� \ \ \ m L103 0 0" � \\ \ 1r \ o FOUND CDOT TYPE 1 RIGHT-OF-WAY National Forest CENTERLINE OF EXISTING OVERHEAD POWERLINE. NO DEED FOUND. \ \ O MARKER�/T 1 ` THIS USE MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED \1 \ (W. R .1 ♦ . CONSENT DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 6B4. i 1 SET 2" ALUMINUM MONUMENT, PE & PLS / ��69 _ _ L7711'1(1c5 #28036 ��1.. _ \�. - - 1 l 0 FOUND 2" ALUMINUM MONUMENT, PLS L70 _ -L74 3-1/4" U.S.D.A. BRASS MONUMENT FOUND ( I ' \ _ ♦ > I #23089 N27'54'00"W 1.35' FROM RECORD PROPERTY CORNER AND 1-1/2" ALUMINUM REFERENCE MONUMENT rn \ /- S24° 8'38"E 57.10' S24028'38" 79.86' i FOUND ORIGINAL STONE MONUMENT FOUND S55'01'43"E 10.22 FEET FROM RECORD I AT ANGLE POINT NO. 6 OF H.E.S. 40 PROPERTY CORNER I j AI KEY MAP L=262.58 Tan=132.20 III / A=16°26'33" R=915.00 \ \ Chi oCP SHEET 5 H.E.S. No. 40 1-1/2"ALUMINUM MONUMENT PE&PLS 23089 FOUND PATENT DATE: 3-7-1912 S28'1 0'32"W 4.98' FROM RECORD PROPERTY CORNER APPARENT PRESCRIPTIVE ACCESS EASEMENT 30.00 FEET WIDE FOR PURPOSES OF ACCESSING THE CONSOLIDATED TAILINGS PILE (CTP), THE MINE DISCHARGE WASTEWATER TREATMENT Z' / FACILITY AND ASSOCIATED INFRASTRUCTURE AND C� APPURTENANCES. NO DEED FOUND. THIS ACCESS MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED CONSENT / DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684. N�v SH 6 �N " 9zz3$� : S35°45'52' / , 10, c\5 1y53 / 205.41' / / / ry(. BENT 3-1/4" ALUMINUM RIGHT-OF-WAY ,jp % / MONUMENT FOUND N20°17'54"W 0.33' 6 22 3. FROM RECORD PROPERTY CORNER 9 / / I V c\j32. (IV h� �so / , �w" SEE DETAIL �% CDOT RIGHT-OF-WAY PER Y ;DOT RIGHT-OF-WAY PER BOUNDARY AGREEMENT RE EPTION NUMBER: 201812787 ECORDED: JULY 7, 2018 11 L=4 6.38 Tan=222.42 A=2 °19'32" R=915.00 ` • N V(j) 910 zOU r0 V .,> Z 13 M wN W WIn F"Z .Zn°o V 4 z ZZ 0.0-1 W W V( aJ OIz m pp IQWR z `gym �z �a W n �t V0Z in W �F NN IhU) Z Z 'Q0 NZ � U Mi O CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C1 56.06 155.24 20°41'32" 55.76 S24025'23"W C2 117.18 112.55 59°39'01" 111.96 N04°56'38"E C3 130.65 450.82 16036'18" 130.20 N46°29'11"W C4 142.72 360.00 22°42'53" 141.79 N26049'36"W C5 141.82 1027.51 7°54'29" 141.70 N11°30'55W C6 238.65 456.85 29°55'50" 235.95 N07°24'14"E C7 527.57 1010.67 29054'30" 521.60 S07'24'54"W C81 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 18°27'27" 80.19 N17'49'54"E C11 25.32 200.00 7°1616" 25.31 N30°41'16"E C12 63.41 111.74 32°30'56" 62.56 S18°03'26"W C25 365.80 915.00 22°54'20" 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 2°30'34" 147.37 S17°57'58"E C30 301.02 1286.60 13°24'19" 300.34 S10°00'31"E C31 526.06 _ 994.91 30°17'42" 519.95 N09°1947"W C32 82.80 880.00 5°23'27" 82.77 N27°1922W 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 160.49 994.91 9°14'33" 160.32 N20°07'14"E COUNTY SURVEYOR'S CERTIFICATE Deposited this lot day of 20[g at Z_30 T m. in Book of the E gle County Surveyor's Land Survey Plats/Rights- of-Way Surveys at Page This Land Survey Plat complies with Section 38-51-102, of the Colorado Revised Statutes. SHEET 7 L21 \ _ . _ 1 1`19 S 9°38'32"E N \ \SET 1.4' WITNESS CORNER �cp \\ \4.1.61' PE & PLS 28036 (SEE DETAIL -- -- -- -- -- /_..�- �- \ (� \ ON SHEET 3 NELSON ADDITION1) i \'s \�, '� `rcr�, ` S89°38'32"E 4.62' \ BOOK 131 PAGE 76 Y � \ \ \\ RECORDING DATE: 2-19-1946 / /�-� 0 \ ` PROPERTY CORNER \ - EAGLE COUNTY SCHOOL DISTRICT RE 50J // // // \,(,,3 ` TO COR. 2 OF H.E.S.46 \ ON PIPE MARKED AS "COR. 1 RE50J / / I _ :ASE" FOUND S27°2441"W 1.78' ACCESS AND UTILITY EASEMENT / / / S 000 10'02" W (SEE DETAIL ON SHEET 3) \ 50.00 FEET WIDE ?OM RECORD PROPERTY CORNER BOOK 424 PAGE 977 / / 77.04' ` < \\ \ \ - I - \ //-,/ N89°58'35"E \.a \ -FOUND ORIGINAL STONE MONUMENT \ ----_ _- -- -_-__- / - \AT ANGLE POINT NO. 2 OF H.E.S. 46 / 2273.90' \ \\ \ BASIS OF BEARING ��^N0 ,/. o c9. co \ H.E.S. No. 46 / R` \ \ ` �, S29033'56"E \ PATENT DATE: 5-16-1912 \ 684.52' \ (LINE 2-3 HES 46) \ LIMITS OF AREA UTILIZED FOR THE CONSOLIDATED TAILINGS N69° 12'00"E \ PILE (CTP), THE WATER TREATMENT OF THE MINE DISCHARGE \ \\ 27.64' \ AREA AFFECTED BY RESOLUTION NO. AND THE ASSOCIATED INFRASTRUCTURE AND \ / / o APPURTENANCES. THESE USES MAY BE PERMITTED IN I C2 _ 85-16 OF THE EAGLE COUNTY BOARD / "�' OF COUNTY COMMISSIONERS AS RECORDED \ j j ACCORDANCE WITH THE REVISED CONSENT DECREES \ \ \ / /\ RECORDED IN BOOK 445 AT PAGES 683 AND 684. IN BOOK 407 PAGE 293 o \ \ \ \ - c1 / o^, CORNER 3 H.E.S. 46 \ CORNER 1 H.E\S. 40 i\ \ NO MONUMENT SET \ / I \ 9�p3�(5 / / / \ \\\�21°4 '1 "E \ CDOT RIGHT-OF-WAY L39 - ° \ /\\ S 272.59 5 PER FLAT FAP 292-B I \\ (ALONG LINE 1-2 H.E.S. 40) REVISED PLAT DATE: 1-29-1929 \ L41_- \ I 1-1/2" ALUMINUM CAP P.L.S. 11204-L4 \ \ \`ww FOUND N25°34'20"E 0.51' \\<� FROM RECORD PROPERTY CORNER Im \ 20� / SHEET 4 \? \\ \ -- -- -- - -- -- -- -- -- -- �- -- -- -- -- -- - -- -- -- -- -- -- \ \ 2-1/2" ALUMINUM MONUMENT PE & PLS 23089 MARKED w \ / 257.58' WITNESS CORNER TO CORNER 1 H.E.S. 40 AND CORNER 3 H.E.S. 46 \ FOUND 521'34'55"E 257.93' FROM RECORD LOCATION OF CORNER - -Q \ CID SET 1-1/2" ALUMINUM MONUMENT PE & PLS 28036 ON INTERSECTION OF THE WESTERLY RIGHT-OF-WAY \ \ \ \ \ \ OF U.S. HIGHWAY 24 AS DESCRIBED ON COLORADO DEPARTMENT rn \ \\ `\ / \ F' i OF HIGHWAYS PLAT FAP 292-B AND THE 1-2 LINE OF H.E.S. 40 J ` RIGHT-OF-WAY AND EASEMENT ACROSS THE 1n �, -. / �, SCHOOL DISTRICT PROPERTY FOR THE PURPOSE �� \<p - \ / / \ _ �4/O/y�% \ G \ OF CONSTRUCTING, INSPECTING, OPERATING AND O A w pO �P MAINTAINING AN UNDERGROUND DIVERSION ` \ " G / / \ S /C'✓/ e \ •� \\ \ _\ TRENCH AND A SURFACE COLLECTION DITCH - 012 / \ \ BOOK 500 PAGE 765 \' 1-1/2" ALUMINUM CAP P.L.S. 11204 N 69 / - y NFS?p467 ST OFecG/ \\\\°a\ FOUND N26°18'23"E 0.22' / \ c "p ` 1 \ FROM RECORD PROPERTY jORNER 6'S`o3 0/4^' AL./ //V^' \ .G �3ti 8p'V�\R0,7RF<O'V FG POW;;, 1-1/2"ALUMINUM CAP P.L.S. 11204 $ / ^ �o- / /` 1-1/2' ALUMINUM CAP P.L.S. 23089 426g\`SFc j- %O - M o� w` / \ FROM RECORDFOUND 3PROPERTY CORNER %pi \ /O • 3 T/yF ON FOUND 875°18'36"E 0.10' yN "� � aj• j / w \ FROM RECORD PROPERTY CORNER nj �O / / AND 1-1/2" ALUMINUM CAP P.L.S. 23089 FOUND S51'34'033"E 1.44' -/ 319' - \ - N \ \ FROM RECORD PROPERTY CORNER �� --�\ \ I \J \ \ \ F ,LQ�12 S \ ,Cg? cS� `\ \ - ATCOR QQ` ` �`?^/ owl- 50 n \ \ 1 `� \ \ WITH C N69 r,3 5a, / / o w`6 / F / �...L55.--.L56..�i5> /6GJ361 \\GL \ �'QO y. F A \ L89 1-1/2"ALUMINUM CAP A.P.3 M.S.20712 -.� O\-?N0FOUND S69'1 S69°12'42"W 0.20' /V 1 G D \ 00 ' ,%� \ FROM RECORD PROPERTY CORNER 6%°/J`6,�p" 16'p ��\�� �S2\�%� OjCe 1 \ \ UNION PACIFIC RAILROAD White River National Forest UNION PACIFIC RAILROAD R.O.W OUND ORIGINAL STONE MONUMENT NE\R 2 OF SAPPHIRE LODE IDENTICAL ORNER 1 OF TOPAZ LODE (MS 20461) g'l \ X96 O,DG 15Pe��2 / F IND ORIGINAL STONE MONUMENT A CORNER 1 OF MS 20461 RUBY LODE &A, V- �- Ur J FS C/ 3-1 /4" U. S. D.A. BRASS MONUMENT FOUND N 59°21'27" E \ \a 15� S24022'53"E 31.22' 713 2¢- ��6, \ 91. 4 I N28°03'17"W 0.89' FROM RECORD PROPERTY CORNER \ v L 164 LEGEND 34' L02 L63 \ �t'S �0'I'/ti 100.96' a9 , c0R \FOUND 2-1/2" BRASS G.L.O. MONUMENT \ Css \ O8s -48a ` s FOUND 1-1/2" ALUMINUM MONUMENT s\ CT'0 . 'D N 65°37'08" E 7.43' ® WITH P.L.S. AS NOTED \ u'6, ,(` \ o \ 'w m / 1 2 FOUND 3-1/4" ALUMINUM U.S.D.A. OR 1-1/2" ALUMINUM CAP A.P. 2 M.S. 20712 L62 CDOT MONUMENT AS NOTED FOUND S67°56'00"E 1.26' FROM RECORD PROPERTY CORNER` FOUND UNMARKED REBAR \ \ L=76.61 Tan=38.33 A=05°29'13" R=800.00 ` \ Lf39J$ CHORD=76.58' CHORD BEARING=S27°07'29"E ® FOUND ORIGINAL STONE MONUMENT \ \ a \ ow \ ZP L=75.27 Tan=37.66 A=05°23'27" R=800.00 QQ SET 1-1/2" ALUMINUM MONUMENT PE & \ CHORD=75.24' CHORD BEARING=S27°10'22"E PLS 28036 2 �CP • END OF LINE SEGMENT OR ARC - �cS° \ ,0�^ \\ \ � PROVIDED FOR DIMENSIONING `� \ ( �S� \ `C4 White River \ \ '\ \ \ PURPOSES ONLY - NO MONUMENT SET o �� \ \ \ m L103 0 0" � \\ \ 1r \ o FOUND CDOT TYPE 1 RIGHT-OF-WAY National Forest CENTERLINE OF EXISTING OVERHEAD POWERLINE. NO DEED FOUND. \ \ O MARKER�/T 1 ` THIS USE MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED \1 \ (W. R .1 ♦ . CONSENT DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 6B4. i 1 SET 2" ALUMINUM MONUMENT, PE & PLS / ��69 _ _ L7711'1(1c5 #28036 ��1.. _ \�. - - 1 l 0 FOUND 2" ALUMINUM MONUMENT, PLS L70 _ -L74 3-1/4" U.S.D.A. BRASS MONUMENT FOUND ( I ' \ _ ♦ > I #23089 N27'54'00"W 1.35' FROM RECORD PROPERTY CORNER AND 1-1/2" ALUMINUM REFERENCE MONUMENT rn \ /- S24° 8'38"E 57.10' S24028'38" 79.86' i FOUND ORIGINAL STONE MONUMENT FOUND S55'01'43"E 10.22 FEET FROM RECORD I AT ANGLE POINT NO. 6 OF H.E.S. 40 PROPERTY CORNER I j AI KEY MAP L=262.58 Tan=132.20 III / A=16°26'33" R=915.00 \ \ Chi oCP SHEET 5 H.E.S. No. 40 1-1/2"ALUMINUM MONUMENT PE&PLS 23089 FOUND PATENT DATE: 3-7-1912 S28'1 0'32"W 4.98' FROM RECORD PROPERTY CORNER APPARENT PRESCRIPTIVE ACCESS EASEMENT 30.00 FEET WIDE FOR PURPOSES OF ACCESSING THE CONSOLIDATED TAILINGS PILE (CTP), THE MINE DISCHARGE WASTEWATER TREATMENT Z' / FACILITY AND ASSOCIATED INFRASTRUCTURE AND C� APPURTENANCES. NO DEED FOUND. THIS ACCESS MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED CONSENT / DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684. N�v SH 6 �N " 9zz3$� : S35°45'52' / , 10, c\5 1y53 / 205.41' / / / ry(. BENT 3-1/4" ALUMINUM RIGHT-OF-WAY ,jp % / MONUMENT FOUND N20°17'54"W 0.33' 6 22 3. FROM RECORD PROPERTY CORNER 9 / / I V c\j32. (IV h� �so / , �w" SEE DETAIL �% CDOT RIGHT-OF-WAY PER Y ;DOT RIGHT-OF-WAY PER BOUNDARY AGREEMENT RE EPTION NUMBER: 201812787 ECORDED: JULY 7, 2018 11 L=4 6.38 Tan=222.42 A=2 °19'32" R=915.00 ` • N V(j) 910 zOU r0 V .,> Z 13 M wN W WIn F"Z .Zn°o V 4 z ZZ 0.0-1 W W V( aJ OIz m pp IQWR z `gym �z �a W n �t V0Z in W �F NN IhU) Z Z 'Q0 NZ � U Mi N M W a U 0 a N d V � O �L F� cS`� �� W _FOUND ORIGINAL ONE ONUMENT AT ANGLE POINT NID. 3 OF MS 20461 RUBY LODE! TeA\ Oe / FOUND 3-1/4" U.S.D.A ALUMINUM CAP MARKED "COR 2 HES 40" N43°03'31"E 0.60' FROM CALCULATED L=26.42 / \ 0=00°3 '43" R=2408.6 y^ Diu N M W a U 0 a N d V � 9 Qm � } = m ORNER U an=13.21 LU !!3 CO OOV OPAL 1-112" ALUMINUM CAP PE&PLS 23089 rry� BOUNDARY AGREEMENT FOUND S23020'23"W 782.34' FROM 'v, RECEPTION NUMBER: 201812787 l j V- h �0 Q Battle One ANGLE POINT NO. 6 OF H.E.S. 40 FOUND ORIGINAL STONE ,Cv RECORDED: JULY 7, 2018 / I t�• MONUMENT AT COR 2 V MS 20461 PURITAN LODE "As � ��� Developer S T 7 �6' - 0, LLLP / Z Z �� e5 / /� MCV I I O / M M - / � 3-114" ALUMINUM RIGHT-OF-WAY FOUND 3-1/4" U.S.D.A. MONUMENT MONUMENT FOUND N82°03'50"E 0.23' / / I Q /1' '�," j 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 j i (p i � / W.C. N 59'22'30" E 14.64' FROM CALCULATED DISCHARGE CONVEYANCE PIPELINE. NO DEED FOUND. I I I 0 I� W ( �' COR. N0.3 MS 20461 PURITAN LODE THESE USES MAY BE PERMITTED IN ACCORDANCE WITH -��' F ° ' THE REVISED CONSENT DECREES RECORDED IN BOOK 445 I I 1 c7 Cn y II o AT PAGES 683 AND 684. I I 00 I o W _ - SHEET8 __ __ __ __ _ Im _ li _ m SH_E_ ET8 -- -- -- - -- -- .v -- -- -- - -- -- -- -- -- - -- --- - -- -- TIGIWON ROAD EASEMENT ZI �I X99 60.00 FEET WIDE -- -- -- -- -- -- FOUND ORIGINAL STONE MONUMENT-- - -- -- -- -- -- -- -- -- -- -- -- -- -- / -- N r -- - --- -- -- AT ANGLE POINT NO. 5 OF H.E.S. 40 AND BOOK 135 PAGE 72 -� I I I T SHEET 7 AgTcF ' SHEET 7 I I Ir 15.00' AT ANGLE POINT NO. 1 OF H.E.S. 41 / qT�LU 15.00' =I 1 _ _ _ i \ \ `�a,�.�` 0p 4j ,\fig Y II - 2-) /2" ALUMINUM CAP PE/PS 23089 6,9 0 S7 °32�pCl °�� ,90 p �� ry \ - I (O t MARKED "COR 3 HES 40" FOUND N45"13'42"E 2i 0 �• % , °� h �� ---- 11 I 0:50' FROM RECORD LOCATION FOR CORNER w O O. 3 OF H.E.S. 40 Z t_7 �L F� m Z m 0 U o- v 0 Ln � Ln o o 0 W 0 Z LL ^ O N m U3 Lu a a ILL; O m it G N W Q a � a d C400' N W _ II � O O Z� LU U U = af L Es 9 Qm � } = m ORNER U an=13.21 LU !!3 CO OOV OPAL 1-112" ALUMINUM CAP PE&PLS 23089 rry� BOUNDARY AGREEMENT FOUND S23020'23"W 782.34' FROM 'v, RECEPTION NUMBER: 201812787 l j V- h �0 Q Battle One ANGLE POINT NO. 6 OF H.E.S. 40 FOUND ORIGINAL STONE ,Cv RECORDED: JULY 7, 2018 / I t�• MONUMENT AT COR 2 V MS 20461 PURITAN LODE "As � ��� Developer S T 7 �6' - 0, LLLP / Z Z �� e5 / /� MCV I I O / M M - / � 3-114" ALUMINUM RIGHT-OF-WAY FOUND 3-1/4" U.S.D.A. MONUMENT MONUMENT FOUND N82°03'50"E 0.23' / / I Q /1' '�," j 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 j i (p i � / W.C. N 59'22'30" E 14.64' FROM CALCULATED DISCHARGE CONVEYANCE PIPELINE. NO DEED FOUND. I I I 0 I� W ( �' COR. N0.3 MS 20461 PURITAN LODE THESE USES MAY BE PERMITTED IN ACCORDANCE WITH -��' F ° ' THE REVISED CONSENT DECREES RECORDED IN BOOK 445 I I 1 c7 Cn y II o AT PAGES 683 AND 684. I I 00 I o W _ - SHEET8 __ __ __ __ _ Im _ li _ m SH_E_ ET8 -- -- -- - -- -- .v -- -- -- - -- -- -- -- -- - -- --- - -- -- TIGIWON ROAD EASEMENT ZI �I X99 60.00 FEET WIDE -- -- -- -- -- -- FOUND ORIGINAL STONE MONUMENT-- - -- -- -- -- -- -- -- -- -- -- -- -- -- / -- N r -- - --- -- -- AT ANGLE POINT NO. 5 OF H.E.S. 40 AND BOOK 135 PAGE 72 -� I I I T SHEET 7 AgTcF ' SHEET 7 I I Ir 15.00' AT ANGLE POINT NO. 1 OF H.E.S. 41 / qT�LU 15.00' =I 1 _ _ _ i \ \ `�a,�.�` 0p 4j ,\fig Y II - 2-) /2" ALUMINUM CAP PE/PS 23089 6,9 0 S7 °32�pCl °�� ,90 p �� ry \ - I (O t MARKED "COR 3 HES 40" FOUND N45"13'42"E 2i 0 �• % , °� h �� ---- 11 I 0:50' FROM RECORD LOCATION FOR CORNER w O O. 3 OF H.E.S. 40 Z