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<br /> 7i W� TOPOGRAPHIC SURVEY
<br /> AB M, OF
<br /> low� :Exxi ' al PART OF THE N 1/2 SECTION 20, T14S R49W
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<br /> CHAFFEE COUNTY, COLORADO.
<br /> PROJECT LOCATION Q 0-23'FROM PROPERTY LINE TO
<br /> SOUTH EDGE OF GREGG DRIVE +l•23'FROM PROPERTY LINE TO
<br /> N•I T TO SOUTH EDGE OF SOUTH EDGE OF GREGG DRIVE
<br /> VICINITY MAP 17 WIDE GRAVEL TRAIL GREGG DRIVE H10'F TOWID GRAY EDGEAIL
<br /> N.T.S. 10'SMDE GRAVEL TRAIL ACCESS BEGINS
<br /> 70,O'FROM PROPERTY LINE
<br /> UG ELECTRIC TRANSFORMER FIBER OPTIC VAULT
<br /> EAST EDGE IS&B EAST OF WEST PROPERTY LINE t1G ELECTRIC TRANSFORMER BASE
<br /> SOUTH EDGE IS 4.V SOUTH OF NORTH PROPERTY LINE 3.T FROM SOUTH EDGE 4.3'FROM SOUTH EDGE TO PROPERTY LINE FIBER OPTIC VAULT
<br /> 1 TO PROPERTY LINE /- 6 0'FROM SOUTH EDGE
<br /> PROPERTY LINE
<br /> +A-1V FROM PROPERTY LINE TO J i ', l
<br /> EAST EDGE OF COUNTY ROAD 321 - i /� 1\ v \ \� \ �� j 1'v - ' FENCES MEANDER
<br /> ALONG PROPERTY LINES
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<br /> )%��� _✓ j% �tECE�IO N0+47214\01,EL � Y \ (CoGRAPHIC SCALE
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<br /> INCH•160 U9 A 1 1 \A
<br /> �11
<br /> SURVEY FEET � I �j/1. ,\ �\ \ � `• � i � 1 .\ Yr
<br /> UG ELECTRIC TRANSFORMER BASE '�-
<br /> 1 T FROM EAST EDGE
<br /> TO PROPERTY LINE y \v S °21'0
<br /> ( "
<br /> LEQEM
<br /> I \ \
<br /> Oo RECOVERED Ur REBAR AND C I, �` �___`_�l _ _— — •11 11 11 �•
<br /> 1.75"METAL WASHER LS 6753 1 l ---- � 1
<br /> ® RECOVERED 3l4'REBAR AND 2.5"ALUMINUM z 4� �r� I _,;,�. tL___—_ � 1+ I I z
<br /> CAPSTAMPEDAVS C-W1/16S20T14SR78W EA �/ r— �. \ ��—' 1 O
<br /> 2000 LS 239b1
<br /> ® REC AOVERED 'R AND 1.6'ALUMALUMINUM
<br /> CAP STAMPED S RP L LS AND
<br /> A I C>D
<br /> Q COMPUTED POSITION i "..- ��I 1 A I Lp
<br /> EDGEOFASPHALT
<br /> .._.......... o 1,--..� I 11 l 1 111 1
<br /> EDGE OF GRAVEL TRAIL ii /� RECEPTION N0.47249 1.
<br /> —�—FENCE % (� ( 1I 1 PARCEL B m
<br /> LINEAR UNIT•U.B.SURVEY FOOT I +
<br /> CONTOUR INTERVAL•2' W� I ` I i- I '\ •1'1 '• I ' '\
<br /> CA) m11!)
<br /> �>a � I,III� � i `• i � 1, 11 1 � � / ��
<br /> [1 I
<br /> 110 ELECTRIC TRANSFORMER BASE
<br /> 0.2'FROM EAST EDGE
<br /> TO PROPERTY LINE o a I - n 4 I A 1
<br /> S 89 18 55 E 1738.38 1 C
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<br /> CD
<br /> 1; 1 �� RECEPTION NO.472029
<br /> �ARCEL II 11 ;�y 1 °
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<br /> CIO •I � � �-^i...-^^ l-�_^^=;�'�� .%j �' � �f4,
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<br /> •A• fROM PROPERTY LINE TO i ~ / - / j /• ( ( I 1
<br /> EASTT EDGE OF COUNTY ROAD 321 f/
<br /> i 45.60\
<br /> S 89016'37"E 1275.20' -
<br /> 470.40' S 89°10"47"E
<br /> FENCES MEANDER ALONG PROPERTY LINES
<br /> COURTNEY.TIMOTHY JOHN AND MONICA G. TRIVIEW METROPOLITAN DISTRICT
<br /> WARRANTY DEED FOR JOINT TENNANTS SPECIAL WARRANTY DEED
<br /> RECEPTION NO.423718 RECEPTION NO.486038
<br /> PROGRAM=Wa heet95,VERSION-8,12.5.14
<br /> Seeing Datestleet Re9'Yval..
<br /> 1 Nauorla'Geaknc Survey, Ralnaval Date•FE6RUARY 2,2022
<br /> AI5944.......««..........««...............................«...«........
<br /> A15944 PACE -TNs Is a P-my AwW C°Wd Stt.Wn.
<br /> AI5944 DESI'NATION•7V1644 A15944 PID .A159
<br /> AI5944 STATEICOUNTY-CO/CHAFFEE
<br /> A16944 COUNTRY •US
<br /> AI5944 USGSOUAD-BUENA VISTA EAST(2019)
<br /> A15944
<br /> A15944 'CURRENT SURVEY CONTROL
<br /> AI5941
<br /> A159N• 11 - 4 1IN 1 4 JUST 0
<br /> A15944'NAD83(2011 ELLIP HT-2407.2081metx4) (08127/12)ADJUSTED
<br /> A15944-NAD 83I2011)EPOCH-2D10,00
<br /> AI5944'NAVO 88 ORTHO HEIGHT-2421.30(-W,) 7943.9(feet)GPSOBS
<br /> A15944
<br /> A1_944 NAVD 88prBiGrnetrlc Wet ermuu0 Wth gape
<br /> AI5944 GEOID HEIGHT - -14.023(melee) GEOID99
<br /> AI5944 GEOIDHEIGHT - -14,028(mMors) GEOIDIB
<br /> AI5944 a83(20'1)%--1,382,407.B00Irnatere)) COMP
<br /> Al,944 NAD BB3311220011)Y-4782:230.532(meterc) COMP
<br /> A15944 NAD&111011)Z-31977,033.WS(rneten) COMP
<br /> AI5944 LAPIACE CORR - -0.96 leecpweJ DEFLECIB
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<br /> EXHIBITC-1
<br /> �m'j a PRE-MINING PLAN
<br /> PRE90ENT -6B6 X iY 54iM5 " TOTL SI ",LNG. Pe s,aa..YN,cowYY,Ta iIo4Yem.
<br /> �?t. y Top Of The Line Surveys,Inc.
<br /> vo4Ai LANDS ��Cz412 21-083TopoTEKLLC BV u�' o... 2-18.2022 ��10f 3
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