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TOPOGRAPHIC SURVEY <br />OF <br />PART OF THE N 1/2 SECTION 20, T14S R49W <br />CHAFFEE COUNTY, COLORADO. <br />♦I-2Y FROM PROPERTY LINE TO <br />SOUTH EDGE OF GREGG DRIVE <br />— 4-16, TO SOUTH EDGE OF <br />10 WIDE GRAVEL TRAIL �..� n 1"� r% r-% e is e r— <br />UG ELECTRIC TRANSFORMER <br />EAST EDGE IS &B EAST OF NEST PROPERTY LINE <br />SOUTH EDGE IS 4.8' SOUTH OF NORTH PROPERTY LINE <br />H- IV FROM PROPERTY LINE TO <br />EAST EDGE OF COUNTY ROAD 321 <br />GRAPHIC SCALE <br />1 INCH a 150 US <br />SURVEYFEET <br />c/LyEM <br />RECOVERED 618• RE8AR AND <br />1.76' METAL WASHER LS 6753 <br />RECOVERED 3/4' RESAR AND 2.5- ALUMINUM <br />CAP STAMPED AVS C-WI116 S20 T14S 870W <br />20DO LS 239N <br />® RECOVERED 6/8• RERAR AND 1 5 ALUMINUM <br />CAP STAMPED AVS RP LS 23904 <br />0 COMPUTED POSITION <br />- - - - - - EDGE OF ASPHALT <br />-•- ... ...... EDGE OF GRAVEL TRAIL <br />— FENCE <br />LINEAR UNIT a U.S. SURVEY FOOT <br />CONTOUR INTERVAL• 2' <br />UG ELECTRIC TRANSFORMER BASE <br />12FROM EAST EDGE <br />TO PROPERTY LINE <br />Z <br />O-1 <br />C <br />O <br />• Z <br />N <br />W <br />W TTT <br />N " <br />UG ELECTRIC TRANSFORMER BASE <br />0.2' FROM EAST EDGE <br />TO PROPERTY LINE <br />•/-1V FROM PROPERTY LINE TO <br />EAST EDGE OF COUNTY ROAD 321 <br />PROGRAM -Eetse6eet95, VERSION =0,12.6.14 <br />51at5r'g DeWMeI Ret_1 .. <br />7 Natbrol GaotlWlc Survey, RNasvN Dale • FEBRUARV 2, 2022 <br />AJ5944 PACS - TNs is a Prlmsly ANpoA Ciirml Station. <br />A159M DESIGNATION- 7V1 B <br />A16944 PID - A15944 <br />A15944 STATE/COLINTY. CO/CHAFFEE <br />A16944 COUNTRY - US <br />A15W USGS QUAD - BUENA VISTA EAST (2019) <br />A15944 <br />A15944 *CURRENT SURVEY CONTROL <br />PJ5944 <br />A15914' E RZC111 ELLIP HT• 2407208 (meters) (08/27/12) PDJUSTED <br />Al!9N• NAD B3(2011 EPOCH • 2010.00 <br />Als9u• NAVD ee OR 0 HEIGHT- 2421.30 (meters) 7943.0 (fe% GPS OSS <br />A15944 <br />A45944 M1 I <br />A15944 GEOID HEIGHT --14.1Y23 (mature) GEOID99 <br />A15944 GEOID HEIGHT •-14.0261metere) GEOIDie <br />A15W NAD 11112011 % • •1,782,407.900 (mean) COMP <br />A15944 NAD B312011 Y--4,782,230.532 (mslM)) COMP <br />AI6941 NA002011 Z - 3,977,9339N(meurs) COMP <br />AIS944 LAPLACECORR - .0.96 pecanaq DEFLEC18 <br />amsrw4n4nwn RMLNM'a.1W <br />isTw °u°rK�'�ufR+4' ia'D�i� i15"�+rm�°fiaafnri0'0Nu��a�w�+�eunY.a+n aeeasev <br />G4��r�:yiww°sc'e1Q+.5aiwm <br />W 1Wvrff, e1IwM k�TiSik �IX�MNeM1r P� �llAaW a9Mlae5l�elYWl" b.Y� K�taAi R SSAdI� WLI <br />µ tp! 1�B�YYS� Yq1� W140f05,�(1Wr80.YY�eNLIgt�IP4154LBf 4FA1 <br />•GsSrt�ewsYro°a4:I� x%'rKwa44ans.rao.ri <br />FOL RYCYa 4JC ` t *00 111 <br />6Y MBWDGE8�4GENf1 OP ""'ff <br />a.etl � lY NWe a1 � <br />oPfSUCM <br />TONAL Lkll'b <br />-A 23' FROM PROPERTY LINE TO <br />SOUTH EDGE OF GREGG DRIVE <br />415 TO SOUTH EDGE OF —� <br />ACCESS BEGINS <br />70.0' FROM PROPERTY LINE <br />. FENCES MEANDER <br />ALONG PROPERTY LINES <br />-- 3 : 1 SLOPE <br />(typ 4 sides) <br />S 89'10'47" E <br />D <br />CgyWM 0 n22 <br />