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VANTAGE BAY IUD �
<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 />I I
<br />Z
<br />J 89'23'09"E I I
<br />60.00' s�FOUND 5/8" REBAR W/YPC IN DRIVEWAY,
<br />/ _�j STAMPED "WESTERN PACIFIC ENGINEERING
<br />cu / W.P.E. 12491", AT P.C. (HELD)
<br />I
<br />FOUND 5/8„ I l
<br />co / REBAR
<br />z N W/YPC IN
<br />sp, DRIVEWAY,
<br />Q) / 4,j STAMP
<br />/ 50' co ILLEGIBLE.
<br />ko / 0 (SEE MN #4) /
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<br />FOUND 5/8co
<br />" > 1 I
<br />REBAR, NO CAP
<br />(SEE MN #4) I I
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<br />TRACT A z /
<br />I I
<br />/ FUTURE DEVELOPMENT
<br />/
<br />31,090 S.F.
<br />ELLENSBURG TELEPHONE CO. ESMT.
<br />REC. NO. 279914. PORTION OVER x
<br />SUBJECT PARCEL EXTINGUISHED PEP.
<br />FOUND 5/8" REBAR, I REC. NO. 202003100048.
<br />o NO CAP, AT P.C. (HELD) PARCEL ID
<br />N89'23'09'E 142933
<br />19.11' x I UNPLATTED
<br />OWNER: VANTAGE POINT ORCHARDS LLC
<br />99.96' x� N89'23'09"E 746.70'
<br />N89'58'43"E125.00 65.00' 60.00' 60.00' 60.00' 286.66'
<br />.89' o co 0 42
<br />5,4657 S.F. � 25.0J25.00' 6 c' C � 6 TRACT J 16,632 S
<br />u� PRIVATE DRIVEWAY
<br />99.97' I I 38 39 � �
<br />40 41 1,247 S.F.
<br />- N89'20'11"E 271.
<br />N89'58'43"E 7,594 S.F. 7,190 S.F. 7,183 S.F. 6,038 S.F. o
<br />30.00' 241.73'
<br />a o
<br />0 0 4 o o o N00"01'17"W
<br />0 36 0 0 0 0 85512' 53.34'
<br />0 4,998 S.F. o 0 0 0
<br />Ln u� f z z z 6� 19 06" r� 43
<br />9g g7' C7 �� o C9 S51'23'46"W(R) 14,036 S.F.
<br />N89'58'43"E o o.
<br />0 96, ��, 34.67' 60.00'- 51.57' Gco L=8.00'
<br />z 2 o N89'20'11 "E 222.1
<br />0 35 0 0 3p o KING SALMON COURT S11'28'05"W(R) S60'17'43"W(R)
<br />00'
<br />0 4,999 S.F. �I N (PRIVATE R/W) N20°25'10"W(R) n o�a=68'15'58"
<br />99.97' �1 -- o N89'20'11"E 259.76' `G� L=61.36 4 S.F.
<br />VAR. N89'58'43"E �6�9 ,ri S17'39'32"W(R) N11'30'38"W(R) N51'26'19"W(R) 12,6
<br />C11 2.43'
<br />CD
<br />0 34 0 000;0 35.34' 60.00' 52.13'
<br />Lo /� C13 N89'20'11 "E 211.5
<br />4,999 S.F.
<br />0'
<br />99.98' I o 00a4 6pLn _ 02'02" G1
<br />N89"58'43"E Ld `v �_ N i-C12S3'96' `V �o 0 45
<br />ri CD o co 12.242 S.F.
<br />0 o 33 � _j 50 30.00' 196.50'
<br />6 4,999 S.F. o 0 49
<br />n �n 7,651 S.F. 48 - 47
<br />7,585 S.F. r N89'20'11 "E 226.50'
<br />w U 0 8,101 S.F.
<br />99.98' W- Q r o 0 0 6,812 S.F.
<br />N 40 N89'58'43"E 40 �> o I 0 00 0 TRACT K
<br />PRIVATE DRIVEWAY
<br />0 0 32 o U I 9.75' 10.03' z 0 coo 1,530 S.F.
<br />0 4,999 S.F. of �_ oN 65.00' z 9.77' 46
<br />57_
<br />99.99' m 0 74.75' �i 50.35 60.11 19,650 S.F.
<br />40 N89'58'43"E
<br />N89'58'43"E o N76'21'42"W o Cl L2 67.47' 36 ps, �)
<br />o In 0o N86'26'19"E 7 32'
<br />o p 31.14' c0 36
<br />0 31 0 0 51 N 86'26'19"E �� W
<br />o 4,999 S.F. o I cO 6,189 S.F. n ° 0 32.47' �0, lgs.58,
<br />0104.98' I 104.98' o 8
<br />z N89°58'43"E N89'58'43"E o w w o
<br />o x'84'
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<br />y N 52 0 "� 0 0) � � N14'02'38"E-'
<br />TRACEN T C o" 5,021 30S.F. o 8,753 S.F. z 53 g 54 � 55 9,156s.F. 25.00'
<br />2,807 S.F. n N 6,653 S.F.o 0 7,810 S.F. 0 8,419 S.F. N
<br />99.99' 25.00' 25.00' A=90'00'00" z z 57
<br />2 10,418 S.F. O
<br />o N89"58'43"E R=30.00' p=0'15'17" co
<br />00 Gh L=47.12'
<br />SCHOOL BUS STOP " 70.00' 55.00' 55.00' 74.94' 48.38' �=7'35'21" QL=4g 2T \O J
<br />LOCATION PER - - - '� 34 h •� O
<br />KITTITAS SCHOOL o o VANTAGE BAY LOOP $ 4p' 4,,485 ° °�' 6
<br />DISTRICT o o (PUBLIC R/W) o R,>3�>" >o 7031
<br />") N89'58'43"E 400.27' r� - _ S2,3• 36 4
<br />96.96' - 125.00' TRACT D o 178.31' 0 49.
<br />SEE DETAIL o ` 1 08 w(R 00
<br />"C" ABOVE �, - oo OPEN SPACE o0 0o S15"45'15"W(R) 260,9, �2., ��0
<br />2,543 S.F. r-, r-, 504'40'12"W(R)
<br />97.65' '' 0 0.17' 75.00' 50.00' 50.00' 75.00' 53.31' 2890 \ �TO�
<br />c0 C� 4=11'OS'�3„
<br />A= 90'00' 00"
<br />FOUND 5/8"� `N° � A=4'41'29" L=59•
<br />REBAR, NO - 1.77' R=25.00' L=24.97' °0 472•
<br />CAP N89"58'43"E 100.00' 25.00' 25.00' L=3927' �,61- 2'ps y
<br />N62'E, 0.32' 61
<br />FROM P.C. SEE SHEET 9
<br />NOTES:
<br />1. SEE SHEETS 11 AND 12 FOR PLATTED
<br />EASEMENTS.
<br />2. SEE SHEET 7 FOR LINE AND CURVE
<br />TABLES.
<br />KITTITAS COUNTY AUDITOR'S FILE NO.
<br />SPF -21-00002
<br />o
<br />SECTION CORNER AS NOTED
<br />m
<br />N G�
<br />VANTAGE BAY LOOP
<br />NOTED
<br />Z
<br />SET STANDARD MONUMENT WITH
<br />BRASS DISK STAMPED "DRS 50708",
<br />(PUBLIC R/W)
<br />Z
<br />o
<br />NOTED
<br />`�i
<br />_o
<br />120
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<br />FOUND 5/8" REBAR,
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<br />NO CAP
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<br />N62'E, 0.32' FROM P.C.
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<br />co
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<br />N89'58'43"E
<br />'
<br />75.00'
<br />114
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<br />N00'01'01 "W
<br />W
<br />N 113
<br />cD
<br />0.17'
<br />12
<br />0
<br />Z 111
<br />TRACT D
<br />N
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<br />OPEN SPACE
<br />2,543 S.F.
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<br />0
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<br />z
<br />=
<br />NORTH
<br />DETAIL C
<br />SCALE: 1" = 10'
<br />5' CLF LESS
<br />THAN 0.5' FROM
<br />PROPERTY LINE
<br />in
<br />LEGEND
<br />SECTION CORNER AS NOTED
<br />m
<br />N G�
<br />QUARTER SECTION CORNER AS
<br />NOTED
<br />Z
<br />SET STANDARD MONUMENT WITH
<br />BRASS DISK STAMPED "DRS 50708",
<br />IN MONUMENT CASE
<br />Z
<br />>
<br />NOTED
<br />•
<br />SET 5/8" X 24" REBAR WITH
<br />120
<br />.W
<br />(R)
<br />N 119
<br />(R*)
<br />o cv- ''
<br />8
<br />z
<br />S.F.
<br />117
<br />t
<br />PROPERTY LINE
<br />X
<br />co
<br />O
<br />N
<br />�1- 116
<br />2
<br />115
<br />114
<br />N
<br />v�
<br />N 113
<br />12
<br />0
<br />Z 111
<br />110
<br />109
<br />in
<br />LEGEND
<br />NORTH
<br />GRAPHIC SCALE
<br />0 30' 60' 120'
<br />mmili1 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 />CONSULTING 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 8 OF 12
<br />SECTION CORNER AS NOTED
<br />►,"m
<br />QUARTER SECTION CORNER AS
<br />NOTED
<br />SET STANDARD MONUMENT WITH
<br />BRASS DISK STAMPED "DRS 50708",
<br />IN MONUMENT CASE
<br />0
<br />FOUND CORNER MONUMENT AS
<br />NOTED
<br />•
<br />SET 5/8" X 24" REBAR WITH
<br />PLASTIC CAP STAMPED "DRS LS
<br />50708"
<br />(R)
<br />RADIAL BEARING
<br />(R*)
<br />RECORD DIMENSION PER REFERENCE
<br />NOTED
<br />S.F.
<br />SQUARE FEET
<br />t
<br />PROPERTY LINE
<br />X
<br />FENCE
<br />NORTH
<br />GRAPHIC SCALE
<br />0 30' 60' 120'
<br />mmili1 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 />CONSULTING 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 8 OF 12
<br />
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