Laserfiche WebLink
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 />UNPLATTED 5' CLF AROUND - <br />OWNER: VANTAGE POINT ORCHARDS LLC HORSE PASTURE <br />PARCEL ID <br />5' CLF LESS 142933 <br />THAN 0.5' FROM <br />PROPERTY LINE N89'23'09"E 746.70' <br />7X 7117 XT <br />286 66' 184.13' <br />SEE SHEE T 5 <br />FOUND 5/8" REBAR W/YPC,- <br />STAMPED "WESTERN PACIFIC <br />ENGINEERING W.P.E. 12491", <br />N14'02'52"E, 0.57' FROM P.C. <br />o TRACT B �- \ <br />o UTILITY <br />42 N 90,654 S.F. <br />16,632 S.F.o N25 52,22 W N75'57'22„W <br />z o0 23.51' 1.49' <br />W <br />N 1' 65124 4. F 1 <br />N89'20'11"E 271.73' j 25'00' o <br />241.73' N 7,5p03 <br />W o 25 00, S.F. o N75'S7'22"W <br />O o 25.00' <br />43 CO"' N 7,500 2 N / <br />14,036 S.F. o ;15 S•F o / <br />v 0 00' o L1O(R) <br />2 N65 S c� <br />1, <br />° S. F � <br />0 2S. 0 / /--C22 <br />00 <br />5' <br />N89'20'11"E 22217' cN 7,650 0 F N 25 00 25 00 Q C232 S>'22„w 80-27, <br />2500, o 0 1 144 <br />o 820 S.F <br />44 N 7, s 119 N 83.24 ' <br />^� OQ cv <br />(� 12,669 S.F. oNN o 25 0 S F o/ N 7,65 43 N <br />cfl o 0 0 5 S F <br />z N 11 g N/ 0 83.24 <br />7 0 <br />s00 S.F o N 7 142 N <br />S. 0p , 0 66 <br />0 0 835 S F O <br />N89'20'11"E 211.57' 2, 11;;, 24 0 <br />N 273 S F N 2 141 � <br />� ,�' � / 456 <br />^� 2 00' Lr) <br />r ^V o m P'� <br />N <br />"J NO N <br />12,242 S.F. �� / CO/ �� o 83'24' N <br />Z N 2 21CIV <br />6 N a t 0, <br />2S.F o p� u, 14O <br />196.50' <br />00 2S. 00 N Z/ N <br />2,4 <br />456 . F <br />0 115 O 8 .24' <br />N89'20'11"E 226.50' N 25'000 S. / Q /N 139 N7.665 <br />0 0 / S F <br />0 CO <br />c114 �v O o 83.24, o <br />N 2S 00 s' F' o / ? N 7, 66 CIV <br />3$S F N a <br />o _ <br />N 113 N V 83 24 o <br />N 2,213 S. cNv 1,g 137 N <br />0 37 S F <br />46 19,650 S.F. ;15. <br />5 °p 8 <br />N' / <br />o N 7, 83 36 N <br />1�2 / s. F. <br />Z N 2,213 S. 0 8324' o <br />00 <br />00,N 13 <br />N" 5 N PARCEL ID <br />1 Q 7,665 S.F 302933 <br />/07,13 <br />� 2 N 75p0 S F U / 0 83.24' o UNPLATTED <br />7 32'36„ 0 25 00 I Qin 13 N OWNER: GRANT CO. PUD <br />87• 84 w 195.58, �Vo 110 N �� N 7'8 65 �.F o <br />7'500 S.F o 0 3"24 O <br />C) <br />of N <br />o N25 52'22 W N 25 0 p N 2 456 3 <br />N1 4'02'38"E N 25.00• S.F <br />1 o <br />25.00' 2, 2g� 9 F 11.86' 25 00' / 83 24' N <br />10,418 S.F. L� N674g4 L9(R) vc1N C24 2,4532 <br />J7O� <br />10, , 83 6 <br />SSS 536 N R 31 N <br />L11 <br />s6° v ( ) 1 <br />L8(R) 84 <br />4- S.F o <br />X 660 � 1 /�// /� L12 (R) 130 N <br />,66506 �9 /o �/�/ 86.475 S -F o0 <br />'9 S L7(R) oo �`� L13(R) N <br />��O ��6• �,�SOS 65 L6 R ' v `b0�� Zz ��O 7,938 <br />9. F o <br />0 S� ( ) �� ii i N2 o SEE DETAIL "A", <br />C,T'Q SSS 552'�2„w 90 N' SHEET 4 <br />4p�� F�C�/T�CTiC� 9) Cj O 1L Ury -1 4(R) <br />Og <br />\g2 j6 °9�9 O S6, /D Ll 5(R) <br />�7S r� G� <br />�C6%S6,, L5(R) 01h ��� �+g6°SA TRACTD <br />\ / <br />J p o L16(R) S17,, RECREATION FOUND 6"0 CONCRETE <br />\ C14 �S 23,479 S.F. MONUMENT WITH <br />C 8 SR 69 BROKEN TOP. <br />O� C' -1 7(R) 65A S� MEASURED TO CENTER. <br />�o C56 �S Com' �� 7 BELIEVE TO BE <br />'OC 18(R) 6Q C6�� MONUMENT "M81 W" <br />S� IDENTIFIED ON (R3), <br />O 7 O DOWN 0.4'1 AND NEXT <br />L 19(R) 656 TO ORANGE "PROJECT <br />SCHOOL BUS STOP 9/L �� �� rr 00 00 BOUNDARY" MARKER. <br />LOCATION PER K , 7 p cb_W DID NOT FIND REBAR <br />KITTITAS SCHOOL '9 C38 �' 4/ 6 � `1 N <br />�i 6• �3 S NOTED ON (R1). <br />DISTRICT �o 33 CSS S� 00 O°' n HELD AS ANGLE POINT <br />IN BOUNDARY LINE. <br />i� </7°, o Z <br />SEE SHEE T 9 <br />SEE SHEE T 5 NOTES- <br />. <br />OTES:. SEE SHEETS 11 AND 12 FOR PLATTED <br />EASEMENTS. <br />KITTITAS COUNTY AUDITOR'S FILE NO. <br />LEGEND <br />LINE TABLE <br />LINE <br />LENGTH <br />DIRECTION <br />Ll <br />30.61' <br />N76'21'42"W <br />L2 <br />20.29' <br />N86'26'19"E <br />L3 <br />26.58' <br />S49'24'52"W <br />L4 <br />12.64' <br />S18'00'13"W <br />L5(R) <br />NOTED <br />N49'13'26"W <br />L6(R) <br />90'00'00" <br />N53'17'50"W <br />L7(R) <br />50708" <br />N57'01'21 "W <br />L8(R) <br />(R*) <br />N60'47'11 "W <br />L9(R) <br />NOTED <br />N69'32'13"W <br />L10(R) <br />R <br />S47'28'49"E <br />L11(R) <br />FENCE <br />N74'43'59"W <br />Ll 2(R) <br />35.89' <br />N71'32'44"W <br />-1 3(R) <br />C10 <br />N68'20'40"W <br />-1 4(R) <br />39'55'41" <br />N64'47'42"W <br />-1 5(R) <br />25.00' <br />N58'39'1 8"W <br />L16(R) <br />13.47' <br />N55'06'41"W <br />Ll 7(R) <br />C13 <br />N51 *54'49"W <br />Ll 8(R) <br />18'19'21" <br />N48'43'40"W <br />L19(R) <br />25.00' <br />N45'13'31 "W <br />L20 <br />19.45' <br />N14'02'38"E <br />►[� <br />SECTION CORNER AS NOTED <br />LENGTH <br />RADIUS <br />►Cr <br />QUARTER SECTION CORNER AS <br />39.27' <br />NOTED <br />90'00'00" <br />SET STANDARD MONUMENT WITH <br />3.21' <br />BRASS DISK STAMPED "DRS 50708", <br />00'34'28" <br />IN MONUMENT CASE <br />O <br />FOUND CORNER MONUMENT AS <br />01'14'23" <br />NOTED <br />• <br />SET 5/8" X 24" REBAR WITH <br />90'00'00" <br />PLASTIC CAP STAMPED "DRS LS <br />47.12' <br />50708" <br />(R) <br />RADIAL BEARING <br />(R*) <br />RECORD DIMENSION PER REFERENCE <br />4911'13" <br />NOTED <br />S.F. <br />SQUARE FEET <br />R <br />PROPERTY LINE <br />X <br />FENCE <br />LP F- 21- 00002 <br />CURVE TABLE <br />CURVE NO. <br />LENGTH <br />RADIUS <br />DELTA <br />C1 <br />39.27' <br />25.00' <br />90'00'00" <br />C2 <br />3.21' <br />320.00' <br />00'34'28" <br />C3 <br />14.61' <br />675.00' <br />01'14'23" <br />C4 <br />39.27' <br />25.00' <br />90'00'00" <br />C5 <br />47.12' <br />30.00' <br />90'00'00" <br />C6 <br />21.46' <br />25.00' <br />4911'13" <br />C7 <br />8.62' <br />25.00' <br />19'45'21" <br />C8 <br />12.84' <br />25.00' <br />29'25'52" <br />C9 <br />35.89' <br />51.50' <br />39'55'41" <br />C10 <br />35.89' <br />51.50' <br />39'55'41" <br />C11 <br />21.46' <br />25.00' <br />49'11'13" <br />C12 <br />13.47' <br />25.00' <br />30'51'52" <br />C13 <br />7.99' <br />25.00' <br />18'19'21" <br />C14 <br />38.19' <br />25.00' <br />87'30'53" <br />C15 <br />19.45' <br />310.00' <br />03'35'39" <br />C16 <br />22.04' <br />310.00' <br />04'04'24" <br />C17 <br />20.16' <br />310.00' <br />03'43'32" <br />C18 <br />20.36' <br />310.00' <br />03'45'50" <br />C19 <br />47.34' <br />310.00' <br />08'45'02" <br />C20 <br />34.73' <br />310.00' <br />06'25'08" <br />C21 <br />30.95' <br />25.00' <br />70'55'32" <br />C22 <br />18.52' <br />25.00' <br />42'26'59" <br />C23 <br />12.43' <br />25.00' <br />28'28'33" <br />C24 <br />7.68' <br />360.00' <br />01'13'23" <br />C25 <br />20.03' <br />360.00' <br />03'11'14" <br />C26 <br />20.11' <br />360.00' <br />03'12'04" <br />C27 <br />22.30' <br />360.00' <br />03'32'58" <br />C28 <br />38.58' <br />360.00' <br />06'08'24" <br />C29 <br />22.26' <br />360.00' <br />03'32'37" <br />C30 <br />20.09' <br />360.00' <br />03.11'52" <br />C31 <br />20.02' <br />360.00' <br />03'11'09" <br />C32 <br />22.01' <br />360.00' <br />03'30'09" <br />C33 <br />5.47' <br />360.00' <br />00'52'13" <br />C34 <br />34.47' <br />25.00' <br />78'59'17" <br />C35 <br />36.96' <br />25.00' <br />84'42'00" <br />C36 <br />47.95' <br />365.00' <br />07'31'36" <br />C37 <br />46.16' <br />365.00' <br />07'14'43" <br />C38 <br />3.42' <br />335.00' <br />00'35'06" <br />NORTH <br />GRAPHIC SCALE <br />0 20' 40' 80' <br />1 INCH = 40 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 />CONSULTING ENGINEERS <br />ENGINEERS PLANNERS SURVEYORS <br />620 7THAVENUE KIRKLAND, WA 98033 <br />O 425.827.3063 F 425.827.2423 <br />www.drstrong.com <br />PROJECT NO. 19074 SHEET 7 OF 12 <br />