i · adjustment factor (caf) of 1.000180961. geodetic nortih is an angular rotation of -0"39'05" at...

. ,. @(O)IW11r [L (0)1r il il ·, .\ \ ' ' ' ' \ '\ \ ' ' \ '1 \ ' I I I \ I I I ' I U N P L A/T TED UN PL A TT ED S89'56'14"W ' ' I. I / I TITLE 50 PLAT VACATION OF VISTA LAGO I CURVE RADIUS ARC C1 415.00' 65.56' C2 13 5.00' 128.86' C3 80.00' 157. 83' C4 100.00' 24.50' C5 100.00' 68.35' C6 160.00' 31.38' C7 60.00' 42.51 ' CB 50.00' 55.43' C9 60.00' 148.07' ClO 45.00' 50.17' C1 1 120.00' 57 .71' C12 132.40' 187.27' C13 184.96' 97 .67' C14 355.00' 147.72' C15 120.29' 177.48' C16 100.00· 153.13' C1 7 50.00' 132.36' C1 8 30.00' 44.80' C19 55.00' 87 .30' C20 40.00' 65.78' C21 65.00' 104.18' C22 100.00· 88.18' C23 150.00' 64.70' CALc'D POSITION ONLY CHORD CHORD BEARING 65.49' S60" 46'07'W 124.02' S83'35'17'W 133.45' S54"24'47'W 24.44' S04"54' 48'W 67.02' S31"30'46'W 31.33' S45"28'23'W 41.63' S60'09' 12'W 52.64' S67" 47'14"E 113.26' S73'16'25'W 47.62' S29'22'06"E 57.16' S47"31 '57"E 172.05' S37"16'18'W 96.54' S62'39 ' 53'W 146.66' S86' 46'05'W 161.82' S39'02'31 "E 138.60' S40'38'31 "E 96.96' S08'40'23"E 40.75' S24"23'03'W 78.42' S63'52' 14 "E 58.61' S62' 14'07"E 93.38' S30"47' 27'W 85.35' S60'33'31 'W 64.20' S22'56'2 1'W 1028.43' [15.54 CH.] DELTA ANGLE 9"03'04" 54·41 •23" 113'02' 22" 14 "02' 23" 39· 09•32" 11' 14'18" 40'35'56" 63' 31'14" 141'23'57" 63'53'04" 27"33'22" 81 ' 02'32" 30' 15'22" 23'50'32" 84 "32'17" 87"44'17" 151"40'34" 85' 33' 39" 90"56'55" 94"13'10" 91 "49'58" 50'31'34" 24' 42'46" 73.66' w b "' 1--- 0 8 z · · · · ·· · · · · ·N89"52' 34"E 2352.03' (R3)· · · (2352.28' - R1) 2" BRASS CAP PER (R5), PLS 974 /'-' CP&F FILED BY PLS 6603 o e,_ INST. NO. 716126 ra:,;i LO CO 0 0 "' z LOT 2 20.1 ACRES 60.00'---l ' ' ' ' \~ ' ' ' I I 1180.12' LOT 4 20.8 ACRE S ) soo·oo•3rw 51.07' 538.01' ---- - --- - ·- · =-- - ·- ·- --- - ---- LO T 3 20.1 ACRES I I ' S89"56'14"W 439.45' IN A PORTION OF THE S ½ OF SECTION 6, AND A PORTION OF THE NW¼ OF SECTION 7 TOWNSHIP 57 NORTH, RANGE 2 WEST, BOISE MERIDIAN, BONNER COUNlY, IDAHO N • 0 200 400 600 ~--------i (1324.70°- R6 ) (1323.46'-R6) (1323.74'-R4) (1323.73-R4) E J<i, (1323.73' - R2) ;-E. 5 --~ --------- - -- --- --- .:_1 3::2:...4,.2::6 :__ ' ________________ -{!• __ . ___ 1324.26' _ _ + . _ _ N89"56' 26"E 2648.52' 7 8 'ix, "' '° ,,., "' FOUND 2" ALUMINUM CAP PLS 61D7 "CP&F ON FI LE" PER (R4) UN PL A LINE BEARING L1 S06'15'04"W L2 S26'24'00"W L3 S3T47'58'W TT ED DISTANCE 93.34' 174.73' 260.1 D' (2648.54' - R3) FOUND 3¼"" ALUMINUM CAP I [ 4D CH.] PLS 882, CP&F FILED BY PLS 882 INST. NO. 518479 N89" 59'02"E ct: l}-f------- - - -----'-'=.::..::.-==:..:c....---- --- --- ---~ • - 1206.63' ;,, L4 S47"32'21"W 235.62' LEGEND +I 0 [ l (R1) (R2) (R3) (R4) (R5) \ \ \ ''\ · .. ''\. ''------- - --- - -- PLA T T SECTIONAL CORNER, AS NOTED. PREVIOUSLY SET 5/8" X 24" REBAR AND CAP, PLS 14879 FOUND ALUMINUM CAP CALCULATED POINT, NOTIHING SET APPROXIMATE LOCATION OF CENTERUNE OF ROADS / TRAILS I / ,,,/ ' _./' '----- DISTANCE PER ORIGINAL 1903 SURVEY BY ERNEST P. RANDS RECORD OF SURVEY BY PLS 1850, INST. NO. 447412, 6/20/1994 RECORD OF SURVEY BY PLS 5361, INST. NO. 485857, 5/30/1996 RECORD OF SURVEY BY PLS 5576, INST. NO. 552342, 0 11/22/1999 RECORD OF SURVEY BY PLS 5576, INST. NO. 617242, 1/24/2003 RECORD OF SURVEY BY PLS 5361, INST. NO. 822095, 2/14/2012 199~ l?z.3, / -60· (11,/<' / (R6) RECORD OF SURVEY BY PLS 5713, INST. NO. 838902, 1/28/2013 -- '-7-~/A:f7~ UN Digitally signed Date: 2020.08.1 .;; '° "' r--- r--- ..,: g:------ w 'i:,, _o r--- b 0 z C-N J<is L5 S65' 17' 4D"W 130.93' L6 s55· 17'4o"w 158.53' L7 S56"14'35"W 56.99' LB N69'04'02'W 85.31 ' L9 S02'06'23"E 265.22' L10 S51 ' 05'32"W 123.64' L1 1 s39·5 1• 14•w 48,73 ' L12 S80"27'10"W 89.82' L13 N36'01 '37'W 105.29' L14 S02' 34'26"W 42.56' L15 S61 ' 18' 38"E 17.62' L16 N47"32'12"E 114.05' L17 N74"50' 49"E 51.54' L18 S81' 18' 40"E 106.26' L19 S84'30'40"E 53.81 ' L20 S67"09'54'W 75.37' L21 S70"39'18"W 51.92' L22 S76" 42'26'W 60.39' L23 N85'49'18"E 101.04' L24 N35"17'44"E 115.30' L25 N10"34'58"E 296.88' L26 N01 "04'29"E 67.78' i J/ON'IANA IDAHO ,1~ ,i ~Gf, Cy(J oi'~ ....... - -;; = -- -~-\ ..... ' / I . \ ' I i • i 6 57 2 \ ' -, \ / / 7 N w DRlfCDN JfASHJNCTON PRDJ£CT # 20-1JJ NUNES Plot Dot&: DRA.,NG NAME, 20-133 PLAT VACAnON UAP 8/18/2020 METHOD OF SURVEY TIHIS SURVEY WAS PERFORMED USING TRIMBLE R10, GNSS RECEIVERS AND TIHE DATA WAS PROCESSED USING NGS OPUS AND TRIMBLE BUSINESS CENTER. CONVENTIONAL SURVEYING WAS COMPLETED BY CONVENTIONAL AND RADIAL TIE TECHNIQUES USING A NIKON TOTAL STATION. BASIS OF BEARING BEARINGS REFER TO TIHE IDAHO COORDINATE SYSTEM OF 1983, WEST ZONE, (1103) - US SURVEY FT. TIHE PROJECT GPS CONTROL COORDINATES WERE DERIVED FROM NGS OPUS SOLUTIONS USING A REFERENCE FRAME OF NAD83 {2011)(EPOCH: 2010.0000). DISTANCES SHOWN ARE GROUND USING A COMBINED ADJUSTMENT FACTOR (CAF) OF 1.000180961. GEODETIC NORTIH IS AN ANGULAR ROTATION OF -0" 39'05" AT TIHE SOUTIH ¼ CORNER OF SECTION 6. TITLE 50 PLAT VACATION OF VISTALAGOl GLMIE & ASSOCIATES PROFESSIONAL LAND SURVEYORS 303 Church Street Sandpoint, Idaho 83864 208-265-4474 Scakl: 1 "=200' Checked By. Drawn By. TLAG S'lfO Dote: Sheet: AUG 2020 1 of 1

i · adjustment factor (caf) of 1.000180961. geodetic nortih is an angular rotation of -0"39'05" at...

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