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VANTAGE BAY PUD <br />A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE <br />SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH, <br />RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON <br />TRACT A <br />FUTURE DEVELOPMENT <br />N89'23'09"E 746.70' <br />LPF- 21- 00002 <br />TRACT B <br />42 / / \ \ UTILITY <br />37 1 25.00' 25.00'1 i <br />PRIVATE ADRIVEWAY <br />I1 <br />1 1 38 39 40 41 11 . <br />I I I X23 <br />36 <br />43 w <br />\`-------- —�-- \ 121 `o <br />1 25.00 <br />35 j KING SALMON COURT 20 , 2s. 00. / 14 <br />(PRIVATE R/W) A I <br />o i 44 119 / / 143 z <br />I — / 118 l <br />34 1 -- ------ 11 / 142 <br />/ — — — � / S30'S7,2�>'E 20 7 7.5' � cu /7.5' <br />7.07' Op 1 141 <br />( A s N59'02'38"E <br />45 7.07' o 00' / ` <br />59'02' 38"E <br />33 1 J I C 116 7.5 y l 1 7 5, 1 ;8.24' S30 57'22"E <br />I o ( 50 49 48 115 40;7 <br />g E� 7.07, <br />I w H Q ( 47 / 0 13g <br />� <br />I I TRACT K 114 <br />N I PRIVATE DRIVEWAY O 138 <br />Ln <br />CD 32 I I 0 � ( I N30'57'22"W >013 7.5 / / / 13 <br />cO I I o 1 46 7.07' — °p' 7 <br />w N59'02'38 E / <br />m � 7.07' <br />0 B/ 7� 0� ; l 136 <br />I <br />31 A 51 112 7.51 4- <br />/c.) /c. l 135 <br />o I / /� / 134 <br />z I I 110 / � l7. s' <br />I I 25.00 / / ' 133 <br />TRACT C 30 ( I 52 53 54 55 56 109 �2s.00' <br />_ 8.24' <br />OPEN SPACE I I A i 00 / 59'02'38"E <br />25.00' 125.00' I 57 / 78 ' 7.07' <br />J l 7.5 132 24, S30'57'22"E <br />-----/ \ 0& D 7.06' <br />----- --- -- / l 131 <br />gyp) <br />VANTAGE BAY LOOP o _ 7p / / 130 <br />(PUBLIC R/W) 6' <br />TRACT D CD <br />129 <br />OPEN SPACE o <br />-- — — —------------ \ \ <br />1 25.00' 25.00> <br />1 66 <br />29 67 <br />I I 1 6500, <br />64 <br />72 <br />28 1 I 68 63 \ �' <br />62 \ \ \ <br />�\ <br />271 I I 1 69 70 �\ \ \ UTILITY TRAC AND <br />I I I RECREATION <br />25.00' 25.00' I 71 61 <br />\ <br />26 <br />72 <br />Ln <br />1 BASIN POINTE LOOP o 60 <br />25 I (PRIVATE R/W) N \ 73 <br />II I <br />25.00' 25.00' 59 <br />24 I 86 \ \ \ \ \ <br />I I Q �.—� \ \ \ \ 74 <br />< I 1 <br />23 I \ 1 58 I I ! <br />87 I 1 <br />I I D t 75 / <br />22 I I I I I O <br />I I 88 25. oo� 2s. 00 , I 76 TRACT H / <br />UTILITY AND/ / <br />A DRAIN FIELD, / <br />21 ' I / \ 0 / /TRACT <br />I /UTILITY AND <br />30 / RECREATION <br />I I I I 89 / / — --/ .00, 30 / <br />20 II I / o A <br />90 <br />i I 2s.00' 25 00 / l l <br />19 O --I L.— 0 I I/ 0 77 <br />\ O I <br />I l l y e i <br />SEE SHEE T 72 <br />KITTITAS COUNTY AUDITOR'S FILE NO. <br />w <br />NOF;ZTH <br />GRAPHIC SCALE <br />0 30' 60' 120' <br />1 INCH = 60 FT. <br />HORIZONTAL DATUM: <br />NAD83/2011, WASHINGTON STATE PLANE, <br />SOUTH ZONE. <br />ALL DISTANCES SHOWN HEREON ARE IN U.S. <br />SURVEY FEET. <br />AN AVERAGE COMBINED SCALE FACTOR OF <br />1.00009247 WAS USED TO CONVERT GPS GRID <br />COORDINATES TO GROUND. <br />BASIS OF BEARINGS: <br />N06'52'47"W (4794.77') BETWEEN FOUND <br />MONUMENTS "M76W" AND "GP19090-12" AS <br />SHOWN HEREON. <br />D. R. STRONG <br />CONSUL TING ENGINEERS <br />ENGINEERS PLANNERS SURVEYORS <br />620 7TH AVENUE KIRKLAND, WA 98033 <br />O 425.827.3063 F 425.827.2423 <br />www.drstrong.com <br />PROJECT NO. 19074 SHEET 11 OF 12 <br />EASEMENT KEY <br />O10' <br />JOINT UTILITY EASEMENT, UNLESS <br />OTHERWISE NOTED; SEE UTILITY <br />EASEMENT PROVISION, SHEET 3 <br />ORECIPROCAL <br />PRIVATE PEDESTRIAN <br />ACCESS EASEMENT; SEE EASEMENT <br />NOTE 1, SHEET 3 <br />ORECIPROCAL <br />PRIVATE PEDESTRIAN <br />ACCESS EASEMENT; SEE EASEMENT <br />NOTE 2, SHEET 3 <br />ORECIPROCAL <br />PRIVATE PEDESTRIAN <br />ACCESS EASEMENT; SEE EASEMENT <br />0) <br />NOTE 3, SHEET 3 <br />ORECIPROCAL <br />PRIVATE PEDESTRIAN <br />ACCESS EASEMENT; SEE EASEMENT <br />NOTE 4, SHEET 3 <br />NOF;ZTH <br />GRAPHIC SCALE <br />0 30' 60' 120' <br />1 INCH = 60 FT. <br />HORIZONTAL DATUM: <br />NAD83/2011, WASHINGTON STATE PLANE, <br />SOUTH ZONE. <br />ALL DISTANCES SHOWN HEREON ARE IN U.S. <br />SURVEY FEET. <br />AN AVERAGE COMBINED SCALE FACTOR OF <br />1.00009247 WAS USED TO CONVERT GPS GRID <br />COORDINATES TO GROUND. <br />BASIS OF BEARINGS: <br />N06'52'47"W (4794.77') BETWEEN FOUND <br />MONUMENTS "M76W" AND "GP19090-12" AS <br />SHOWN HEREON. <br />D. R. STRONG <br />CONSUL TING ENGINEERS <br />ENGINEERS PLANNERS SURVEYORS <br />620 7TH AVENUE KIRKLAND, WA 98033 <br />O 425.827.3063 F 425.827.2423 <br />www.drstrong.com <br />PROJECT NO. 19074 SHEET 11 OF 12 <br />