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VANTAGE DAY 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 />LPF- 21- 00002
<br />30.00''
<br />SEE
<br />SH
<br />/ c T 30.00
<br />SLE S/ E / 9 0=2'40'57" S81'45'53"W(R)
<br />L=6.32' E 161.99' I
<br />C)CO N80 01 45
<br />94 25.00
<br />0 12,477 S.F. A=16'48'31"
<br />L=24.94' S81'51'42"W(R) �,��� o0 00
<br />0 14 0l 1 A=19'35'00" 81 M CD 0
<br />0 5,000 S.F. o o Ln
<br />L=46.14' 11,876 S.F. II `� o II it
<br />`n N89'58'43"E 210.49' N84'00'43"W(R) o a 0 � rr
<br />N89'58'43"E CO N78-33'17"W(R) r 1
<br />c o A=83'59'27" n N81' r'
<br />100.00' o� L=124.60' / �� 76'27"W 166.56' N
<br />0 o N A=90'0000» 14 375 S. pp �� �' a N
<br />0 5,000 S.F. 01 � 25.00' R=25.00' S / /`b� /��• /w/� N86'06'33"W(R) J
<br />`n L= 39.27' o
<br />VAR. N89'58'43"E 100.96' / pp ^ N59°34'04"W(R) 8211
<br />0 100.00' o o - - o o� �� ��� �� ��b 13,491 S. F. N N
<br />o o z o o D'1��. 11 a s
<br />0 12 o N N89'58'43"E 150.96' cw D S9S
<br />0 5,000 S.F. o o �k0� N39'55'37'W(R)It
<br />BASIN POINTE LOOP
<br />z I N89'58'43"E (PRIVATE R/W) N p%1g � X86
<br />100.00' - - L �6,
<br />°° -, 55.23' p_20-10'12' 30 00,
<br />0 11 01 `° L-47.52 N20'11'29"W(R) �9. 30.0p,
<br />v 0 0 �A=90'00'00' 15.50'
<br />5,000 S.F. oLn
<br />r r a zs
<br />00 ^ coo R=25.00' uri
<br />N89'58'43"E N L=39.27' ' 6 83
<br />N 17,783 S.F. /
<br />100.00'
<br />o I Q 2.02' o N I r 84
<br />z Z 00 1 Lai
<br />ro N o �'1 cc r 96 0 97 0 85 14,332 S.F. m /
<br />Q 5,043 S.F. �. d �I io o II N 10,905 S.F.
<br />``� II `p 7,667 S.F. o 7,456 S.F. N
<br />C) �
<br />N89'58'43"E 102.72' 0,4
<br />z Z
<br />Ld o A=4'44'10"
<br />/ /
<br />0 9 L=35.13' � 3 /
<br />_Z 0 5,326 S.F. A=1'25'35"
<br />N r L=15.56' p0. 25.00' 54.87' 55.23' 95.03' 132.56' 30.64' i� /
<br />H- S80-11'10"W(R 25 N89'S8'43"E 368.33' w
<br />Z S79-59'58"W(R) /
<br />N89'58'43"E 110.96' - w n
<br />_ o N A=5'08'15" 9$
<br />o $ r
<br />0 5,729 S.F. o'n � I L=60.53' 21,417 S.F. � v
<br />J4� O� p
<br />S84-48'37"W(R)F- I S85-08'14"W(R) /
<br />N89'58'43"E 117.52' <" o N89'58'43"E 346.48'
<br />c) �M o A=5'05'55"
<br />0 5,956 S.F. 11 o ~ r 1(.0 LEGEND
<br />�L=60.07' 99 cD / /
<br />u I� I 20,269 S.F. SECTION CORNER AS NOTED
<br />S89-24'04"W(R) In
<br />N89'58'4YE 120.03' - � o `n N89-45'51"W(R)
<br />to 0 // ►Cr QUARTER SECTION CORNER AS
<br />O o oin 1 o N o N89'58'43"E 330.04'
<br />0 6 o� N L II o NOTED
<br />� o 5,981 S.F. 114 co Q -j u
<br />coo n �a � � iL A=5'06'03" 100 cc / I / �! SET STANDARD MONUMENT WITH
<br />N N86'00'43"W(R) a - I L=60.09' 19,442 S.F. __2 / BRASS DISK STAMPED "DRS 50708",
<br />1\189'58'43"E 118.54'.cv I IN MONUMENT CASE
<br />N `r W N N84'39'48"W(R)
<br />00 5 o CO j W� N O FOUND CORNER MONUMENT AS
<br />5,805 S.F. a BUJ > a N89'58'43"E 318.93' 10.65' 30.0p, 31 TRACT I NOTED
<br />Ln Ja CD 0.0p UTILITY1AND 33,298 RECREATION
<br />C) NSi'23'57"W(R) '0 A=5'08'38" 101 A=9'20'42" • SET 5/8" X 24" REBAR WITH
<br />ui L=60.60' L=52.19' PLASTIC CAP STAMPED "DRS LS
<br />N89'58'43"E 113.00' 18,867 S.F.
<br />o A=2'35'49" 25. I 50708"
<br />5 00
<br />N 00' N79'31'10"W(R) N67'30'03"W(R)
<br />� 0 4 L=28.33'
<br />0 5,433 S.F. A=3'01'22" � 5. I „ (R) RADIAL BEARING
<br />L=22.42' f�-A=0'43'02" N89'58'43"E 308.88' o �N
<br />S81'49'30"E(R) N� L=8.45' ^ ��• (R*) RECORD DIMENSION PER REFERENCE
<br />o A=12'15'56" �
<br />1 N89'58'43"E 104.34' �� 102 L=68.50' NOTED
<br />A=6'46'06" �0 11 �o ro A=7'58'09" 17,923 S.F.
<br />C:) - 11 S.F. SQUARE FEET
<br />0 3 L=50.21' vN o L=52.16' N62'41'08"W(R)
<br />co Ln 5,087 S.F. It a it N55-14'08"W(R) FL PROPERTY LINE
<br />N S88'35'37"E(R) a S86-46'17"E(R) N89'58'43"E 284.25' / I N76'S2'
<br />it / 52"W X FENCE
<br />N89'58'43"E 100.13' A=3'14'59" A=14'30'12" / 0 763.82'
<br />Q A=1'25'40" T L=21.27' 103 L=81.00' p p I
<br />0 L=10.59, . I I- p J
<br />p /
<br />2 15,602 S.F. O•
<br />5, 000 S. F. 25.00' 25.00' 1 �i^�\
<br />Z
<br />N89'58'43"E 00 N40'43'56"W(R) /gyp
<br />0 100.00' o l N N89'58'43"E 230.76'
<br />0 1 0 (6 104
<br />0;
<br />TRACT E o 5,000 S.F. o _ A=90'34'28" 12.638 S.F. N0,0
<br />OPEN SPACE `n n r = 0 (n R=25.00' /i��o O �T I�
<br />2,543 S.F. N89'58 43"E o r- L=39.52' 22q j D
<br />100.00' 1.77' ^ z _ N00'35'45"W(R) 40,0811 L� OQP / �5�� GRAPHIC SCALE
<br />P� 0 30' 60' 120'
<br />75.00' 50.00' ��:C2
<br />o' o ---- o v P�� PPOg�� j 1 INCH = 60 FT.
<br />N89 '58'43"1 303.23'717 -
<br />�G 131.19' 0 125.00' 47.04' \ o SEE DETAIL
<br />o o » D» BELOW TRACT IN I
<br />FUTURE DEVELOPMENT HORIZONTAL DATUM:
<br />172.04' - AL19908 N14'S7'35"W(R) 629,937 S.F. , NAD83/2011, WASHINGTON STATE PLANE,
<br />VAR. TRACT M \ SOUTH
<br />ALL DISTANCES SHOWN HEREON ARE IN U.S.
<br />FUTURE DEVELOPMENT SURVEY FEET.
<br />I 293,136 S.F. AN AVERAGE COMBINED SCALE FACTOR OF
<br />1.00009247 WAS USED TO CONVERT GPS GRID
<br />SCHOOL BUS STOP COORDINATES TO GROUND.
<br />LOCATION PER SEE
<br />Sl l�/LCccl T Cj
<br />KITTITAS SCHOOL DISTRICT
<br />N
<br />0 1 `Ld w A=90'34'28" 104
<br />o W > R=25.00' 12,638 S.F.
<br />� \ L=39.52'
<br />_007
<br />E2 LNOO*35'45"W(R)
<br />m
<br />50.00' r '~ 47.04'
<br />o N89'58'43"E
<br />o C2
<br />o VANTAGE BAY LOOP
<br />o (PUBLIC R/W) oo NORTH
<br />Z 47.04' � _�--
<br />DETAIL D
<br />SCALE: 1" = 30'
<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 />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 />KITTITAS COUNTY AUDITOR'S FILE NO. PROJECT NO. 19074 SHEET 10 OF 12
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