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1109FOUND 2 -1/2 -INCH BRASS G.L.O. MONUMENT \` \ AT THE SOUTHWEST CORNER OF SECTION \\ 36, TOWNSHIP 5 SOUTH, RANGE 81 WEST, \ \ \ 6TH P.M. FOUND 2 -1/2 -INCH BRASS G.L.O. MONUMENT AT THE SOUTH QUARTER CORNER OF \ \ SECTION 36, TOWNSHIP 5 SOUTH, RANGE 81 ` \ \ WEST, 6TH P.M. AND ANGLE POINT NO. 1 OF S89° '35"W H.E.S. 46 ``` : •. \ (BASIS OF BEARING) \ 7 2694n 9' AS\9 C\ 03 \ \ 1 \ O PARCEL 1 POINT C �•\ \ ORIGINAL STONE ` \ ; \ PLACE AT CORNET IDENTICAL WITH C (MS 20461) "55j,15g• ° o 1 x\ \ / 100, / /652 X52 0000, / \ \ \' \\ v7Ae& \ \ \ <°o 7 \SSS, ' \ "•� L=156.15 R=3565.06 A=2 ,876 �cc I ' \ \'\ t C=156.13 CB=N17°57'58"V UNION PACIFIC RAIL I L=505.43 R=1486.E i I \ 1 ! I C=503.00 CB=N06' \ r U.S. HIGHWAY 24 RIGHT-OF-WAY N53°55'33W 121.33' N59°22'30"E 129.11' Lj a L=92.45 R=1486.60 / ��p66� C=92.44 CB=N09°51 L=124.23 R=2608.63 L' C=124.22 CB=N13°00' / f/ /l j,• l L=238.61 R=58645.82 A=0' W C=238.61 CB=N14°29'28"E ! UNION PACIFIC RAILR N89°40'35'9 261.24' i EAGLE RIVER \ \ c9 \ s \ c9s\\ `SSSS s \ c9s \ \\c9\ BEGINNING: AN \ s \ ONUMENT FOUND IN \\ \ 73 2 OF SAPHIRE LODE RNER 1 OF TOPAZ LODE \ \C9S \ --101107 T0 1 06111- - n sAs�s, 2(? 7u I Ni III 1 aJP�� s 34" 6, c� DAD RKMT-OF-WAY \ cAs \ -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --- \ AAs SHEET 3 \\ CAS\ 8,=19°28'48" N 7"W ' °O� L Off'\0� CDOT ROCKFALL MITIGATION I I I EASEMENTS \ s i et``'Zpd6N 03 3°33'48" / EASEMENT PARCEL PE -1A RECORDED 9/21/2017 AT \ `9s\ 0520�61�\� 1-43-43"i RECEPTION NO; 201718233 \ \\ / Cn 0, i W U) \ A 4D RIGHT-OF-WAY 52p�6 I I n '1 w \ X V Ljj NN II 1 I N o I to I �\,\ \ \\ X00 O\ EXISTING EXISTING w� I I \•.1 1 / Z OVERHEAD 3 S I 1 \ 11 R6 UTILITY LINE '�s I EASEMENT PARCEL PE -1 20 7996°C I I RECORDED 9/21/2017 AT A 90.20 -FT WITNESS CORNER RECEPTION NO. 201718232 I ; _oo U.S. HIGHWAY 24 RIGHT-OF-WAY I / C, I BASED ON A BOUNDARY LINE 5 �0 AGREEMENT WITH CDOT RECORDED — JULY 27, 2018 AT RECEPTION NUMBER �. i % GENERAL COR. 4 MS 19960 201812787 1 COR MS 20257 MAY 14 LODE f w S00-49'6A-'E�j PERSHING LODE N — \ c9 \ \ 00- 161.51' 1 \ \ \ GA I o — _I \ \ c9� \ 1 C�P� CDOT ROCKFALL MITIGATIONpO o 90\6. I w l \ 96,\�. 1 EASEMENTS \ s el\ i I H WGAS I 'I a .� �56 \ =As \ JS2°7947 \ N51°55'16"W C I / 6 / J� \ 41.15' I \ \ C W , / ; SEE DETAIL ON \ \ K - S62'08'1 6"E m cu \ w NLjj / THIS SHEET \\ 16.84' I \ \cgs\ / cp N \ j I M (d / i' N04°52'20"E I / W 7.1 COR 4 MS 20257 MAY 14 LODE / (0 1 2 o / / �- / /~\ 50' GAS EASEMENT 1 \.\ 0', ' /°O� BK 201 PG 93 MAINLINE S62'1 9'41 Ot`6"�P I �j I � � 37.35' c�2 3 O 1 \ / wcP i I / \ �5 4: . -- -- -- -- -- -- -- -- -- -- -- -- ----- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- --- SHEET 5_ - �° - ' \ \ SHEET 5 • l �' o�oA / I � � I \ �\ \ � c \ 45 CLJCCT I/CV RAAM DETAIL SCALE: 1" = 50' �S7SS Y m � m r � �9p 76 S62° 98, Z N co N in LO S 7947„ S 00 o LO N51 °55'16"W .9). F Z 41.15' N04'5 '20"E 8.06' M • N04°52'20"E r 1961- 627.10' 7.10' � 768 76 F 4 v,/ o N Cl) LA a ^ N Ln ^ �. M O N � d SURVEY MONUMENT LEGEND 2-1/2" BRASS G.L.O. MONUMENT, FOUND E] STONE MONUMENT, FOUND MOUND OF STONES, FOUND - 2" ALUMINUM CAP 28036, SET 4-1/2" ALUMINUM MONUMENT, FOUND O 1-1/2" ALUMINUM MONUMENT, PE & PLS #28036, SET m 1-1/2" ALUMINUM REFERENCE MONUMENT, PE & PLS #28036, SET 0 2" ALUMINUM MONUMENT, PE & PLS #28036, SET 1-1/2" ALUMINUM MONUMENT, PLS #24325, FOUND 0 1-1/2" ALUMINUM MONUMENT, PLS #23089, FOUND Ji 3-1/4" ALUMINUM CDOT RIGHT-OF-WAY MONUMENT, SET 3-1/4" ALUMINUM CDOT R.O.W MONUMENT, FOUND O 2" ALUMINUM MONUMENT, PLS #23089, FOUND BEARING TREE O 2-1/2" IRON PIPE, FOUND 0 1-1/2" ALUMINUM MONUMENT, PLS #20695, FOUND v 1-1/2" ALUMINUM MONUMENT, PLS #14109, FOUND 9 1-1/2" ALUMINUM MONUMENT, PLS #11204, FOUND 0 RED PLASTIC CAP, PLS #26626 G 1-1/2" ALUMINUM CAP, PLS #4551, FOUND NO MONUMENT SET 3-1/4" ALUMINUM U.S.D.A. MONUMENT, (FOUND) WOOD POST UTILITY POLE PROPERTY LINE — — — — — — TIE LINES MINERAL SURVEY LINES COUNTY SURVEYOR'S CERTIFICATE SECTION LINES Deposited this � day of _ 201Tat '53 A.m. in Bookj„of the Eagle County Surveyor's Land Survey Plats/Rights- RAILROAD TRACKS of -Way Surveys at Page"tq This Land Survey Plat complies witl- EXISTING RR R.O.W. Section 38-51-102, of the Colorado Revised Statutes. —•—••—••— — — — — — — EASEMENT LINE OHE EHE --- OVERHEAD UTILITY LINE ---- ---- CDOT RIGHT-OF-WAY L� • N V�o Z° U0 "No U°U W ^> z LqIr 3 Wi W W(n FI zp 14 Z 33 14 J zW V� Q� m On in tnW Q= WUo (nz 3m 1433:6 W 3a �Z 0 - � F IN in � j Lh �N 0� 'Q0 �_ �U M11 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. Z 0 Y m � m r � Z 0 0 = 0 m M • r 1.1.1 � a � o N _ LA a m Ln ^ W O N d N Q a. Q W N ^ � N Z U W t z O N 'o a� w Qo � �o m LLL o 0 LA O m o mO n O M II = O N 0 z U U = C If) 0 C1 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. Z 0