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<br />SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH,
<br />RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON
<br />N89'17'47"E 2633.82'(M) 2633.81(R1) / I 35+31, 84(R10)(HELD) 19 20 FOUND 5/8" REBAR,
<br />1316.91 ' �,� NO CAP, DOWN 0.35'
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<br />REC. N0. 27991/,. PORTION OVER SUBJECT PARCEL AND GATES ALONG N. LINE
<br />EXTINGUISHED PER REC. NO. 202003100048.
<br />FOUND 5/8" REBAR,
<br />UNOPENED PORTION OF r N NO CAP, N61'04'32"E,
<br />HUNTZINGER ROAD RIGHT-OF-WAY. / 2
<br />30' � 0.82' FROM P.C.
<br />LOCATION PER (R10). / I n�
<br />R/W, PARCEL ID
<br />i I R/W I 612933
<br />> 12.0'±
<br />CDz
<br />I I X ��I CCA O o/
<br />FOUND 5/8" REBAR W/YPC IN DRIVEWAY, j SOSO �N PARCEL ID
<br />yl
<br />STAMPED "WESTERN PACIFIC ENGINEERING °'
<br />W.P.E. 12491", AT P.C. (HELD) N /- I I o 42933
<br />N89'23'09"ECb
<br />60:00' m" I _ U z
<br />FOUND 5/8" REBAR W YPCI
<br />IN DRIVEWAY, STAMPI I J m � �O \
<br />ILLEGIBLE. (SEE MN #4� % COVERED I D
<br />70
<br />N16'00'S8"E ARENA � o N-) "
<br />209.40' ��N 00'14'3 8 ' W I
<br />lI m a
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<br />5245.76'(C)
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<br />2628.56' 2629.34'(R1) 2626.72'(R3)**
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<br />NO CAP
<br />N62'E, 0.32' FROM P.C.
<br />I
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<br />EXTINGUISHED PER REC. NO. 202003100048.
<br />FOUND 5/8" REBAR,
<br />UNOPENED PORTION OF r N NO CAP, N61'04'32"E,
<br />HUNTZINGER ROAD RIGHT-OF-WAY. / 2
<br />30' � 0.82' FROM P.C.
<br />LOCATION PER (R10). / I n�
<br />R/W, PARCEL ID
<br />i I R/W I 612933
<br />> 12.0'±
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<br />W.P.E. 12491", AT P.C. (HELD) N /- I I o 42933
<br />N89'23'09"ECb
<br />60:00' m" I _ U z
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<br />70
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<br />0=14'47'00"
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<br />2628.56' 2629.34'(R1) 2626.72'(R3)**
<br />FOUND 5/8" REBAR,
<br />NO CAP
<br />N62'E, 0.32' FROM P.C.
<br />44.3'±
<br />�-
<br />FOUND 5/8" REBAR, NO CAP,
<br />N86'04'24"E, 0.47' FROM P.C.
<br />SEARCHED FOR & DID NOT
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<br />REBAR IN HOLE DOWN 0.6'± X
<br />/ AT E'LY END WIRE FENCE &
<br />SE OF POWER POLE.
<br />N36'19'16"E
<br />7537.49'
<br />100RADIUS WELL ESMT.
<br />REC. NO. 201901150007
<br />8' WIRE MESH FENCE W/GUY
<br />ANCHORS EXTENDING 11'±
<br />E'LY FROM EACH FENCE POST
<br />FOUND 5/8" REBAR W/YPC, STAMPED
<br />"WESTERN PACIFIC ENGINEERING W.P.E.
<br />12491", S36'32'12"E, 0.20' FROM P.C.
<br />N
<br />rn SUSPECT MAY HAVE BEEN DISTURBED
<br />Ln DUE TO PROXIMITY OF ORCHARD TREE
<br />-FOUND 1/2" REBAR,
<br />NO CAP
<br />-30' ACCESS ESMT. REC. NO. 200701300005
<br />\I EXACT LOCATION NOT DEFINED IN INSTRUMENT.
<br />1_ 6' WIRE MESH FENCE
<br />I
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<br />542.19'(R1)
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<br />WAS USED TO CONVERT GPS GRID COORDINATES TO
<br />O
<br />00 I
<br />I �
<br />WESTERLY EDGE OF R/W
<br />N FOUND 1/2" REBAR,
<br />N
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<br />NO CAP
<br />N
<br />0�
<br />44.3'±
<br />�-
<br />FOUND 5/8" REBAR, NO CAP,
<br />N86'04'24"E, 0.47' FROM P.C.
<br />SEARCHED FOR & DID NOT
<br />/ FIND MONUMENT "M83W".
<br />REBAR IN HOLE DOWN 0.6'± X
<br />/ AT E'LY END WIRE FENCE &
<br />SE OF POWER POLE.
<br />N36'19'16"E
<br />7537.49'
<br />100RADIUS WELL ESMT.
<br />REC. NO. 201901150007
<br />8' WIRE MESH FENCE W/GUY
<br />ANCHORS EXTENDING 11'±
<br />E'LY FROM EACH FENCE POST
<br />FOUND 5/8" REBAR W/YPC, STAMPED
<br />"WESTERN PACIFIC ENGINEERING W.P.E.
<br />12491", S36'32'12"E, 0.20' FROM P.C.
<br />N
<br />rn SUSPECT MAY HAVE BEEN DISTURBED
<br />Ln DUE TO PROXIMITY OF ORCHARD TREE
<br />-FOUND 1/2" REBAR,
<br />NO CAP
<br />-30' ACCESS ESMT. REC. NO. 200701300005
<br />\I EXACT LOCATION NOT DEFINED IN INSTRUMENT.
<br />1_ 6' WIRE MESH FENCE
<br />I FOUND 1/2" REBAR
<br />NO CAP
<br />cr!
<br />R/W O
<br />CTS
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<br />I�
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<br />J
<br />41
<br />EASTERLY EDGE OF R/W
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<br />C�
<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 />29
<br />MONUMENT SEARCHED
<br />FOR BUT NOT FOUND
<br />HELD PER R3
<br />FOUND 6"4 CONCRETE MONUMENT WITH
<br />BROKEN TOP. MEASURED TO CENTER.
<br />BELIEVE TO BE MONUMENT "M81 W"
<br />IDENTIFIED ON (R3), DOWN 0.4'± AND NEXT
<br />TO ORANGE "PROJECT BOUNDARY" MARKER.
<br />DID NOT FIND REBAR NOTED ON (R1).
<br />HELD AS ANGLE POINT IN BOUNDARY LINE.
<br />z
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<br />ti 302933
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<br />PROP.
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<br />�= SEE DETAIL "A"
<br />AT P.C.
<br />SEE METHODOLOGY NOTE, SHEET 2
<br />76
<br />NOT TO SCALE
<br />CLF
<br />00,
<br />HWF
<br />-�0''
<br />BWF
<br />772.83'
<br />'
<br />541.45' I
<br />772.48'(R1)
<br />542.19'(R1)
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<br />NAD83/2011, WASHINGTON STATE PLANE, SOUTH ZONE.
<br />pO
<br />ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET.
<br />I
<br />AN AVERAGE COMBINED SCALE FACTOR OF 1.00009247
<br />0)
<br />CnQ `
<br />WAS USED TO CONVERT GPS GRID COORDINATES TO
<br />GROUND.
<br />00 I
<br />I �
<br />I FOUND 1/2" REBAR
<br />NO CAP
<br />cr!
<br />R/W O
<br />CTS
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<br />41
<br />EASTERLY EDGE OF R/W
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<br />C�
<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 />29
<br />MONUMENT SEARCHED
<br />FOR BUT NOT FOUND
<br />HELD PER R3
<br />FOUND 6"4 CONCRETE MONUMENT WITH
<br />BROKEN TOP. MEASURED TO CENTER.
<br />BELIEVE TO BE MONUMENT "M81 W"
<br />IDENTIFIED ON (R3), DOWN 0.4'± AND NEXT
<br />TO ORANGE "PROJECT BOUNDARY" MARKER.
<br />DID NOT FIND REBAR NOTED ON (R1).
<br />HELD AS ANGLE POINT IN BOUNDARY LINE.
<br />z
<br />0
<br />0
<br />0
<br />N
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<br />LPF-21-00002
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<br />NE CORNER OF
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<br />N55/___41.
<br />-----
<br />545'253�30 29
<br />o <,,
<br />FOUND 6"0 CONCRETE.
<br />MONUMENT WITHN cBROKEN TOP. - -------
<br />DETAIL A
<br />N.T.S.
<br />--------------------------
<br />SECTION CORNER AS NOTED
<br />' w 12"o CONCRETE MON.
<br />QUARTER CORNER AS NOTED
<br />®
<br />FOUND MONUMENT AS NOTED
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<br />FOUND CORNER MONUMENT AS NOTED
<br />(R*)
<br />DIMENSION PER REFERENCE CITED, SEE SHEET 3
<br />(M)
<br />MEASURED DIMENSION
<br />(C)
<br />CALCULATED DIMENSION
<br />P.C.
<br />CALCULATED PROPERTY CORNER
<br />YPC
<br />YELLOW PLASTIC CAP
<br />(MN #_)
<br />SEE METHODOLOGY NOTE, SHEET 2
<br />N.T.S.
<br />NOT TO SCALE
<br />CLF
<br />CHAINLINK FENCE
<br />HWF
<br />HOGWIRE FENCE
<br />BWF
<br />BARBWIRE FENCE
<br />X
<br />FENCE
<br />NE CORNER OF
<br />TRACT G
<br />N55/___41.
<br />-----
<br />545'253�30 29
<br />o <,,
<br />FOUND 6"0 CONCRETE.
<br />MONUMENT WITHN cBROKEN TOP. - -------
<br />DETAIL A
<br />N.T.S.
<br />--------------------------
<br />' w 12"o CONCRETE MON.
<br />,
<br />' Lo W W/3"± BRASS DISK 30
<br />29
<br />Z ✓ STAMPED "M 76 W"
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<br />v 9
<br />z
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<br />971.34'(C) 340.59'(C)
<br />41
<br />971.31'(R1) -340.64'(R1) 0"29
<br />1311.93'(C) 31
<br />32
<br />\ 1311.95'(R1)
<br />N89'09'36"E
<br />O
<br />I
<br />----------------
<br />DETAIL B
<br />N.T.S.
<br />FOUND 3-1/2" X 4" CONCRETE MONUMENT
<br />W/3"O BRASS DISK IN STONE MOUND STAMPED O, I
<br />"WASHINGTON DEPT. NATURAL RESOURCES"1 MONUMENT SEARCHED
<br />T.17N.
<br />0 VAR. FOR BUT NOT FOUND
<br />I
<br />S.30 1 6'
<br />DILAPIDATED BWF
<br />S.31 4
<br />ON WOOD POSTS 'O
<br />COR CO,
<br />R.23E. W.M. 45' 1
<br />1971 183.61(R3)* 13.5' 971.34' 29' 23'- - - - - - - - -
<br />30, 183 84' X 340.59' 30
<br />112$Q9'
<br />31 - 1311.93' _ - 1311.93'`----- -- 31:32'
<br />1311.95'(R1) R/W 2623.85'
<br />N89'09'36"E 0 0� 2623.89'(R1) PARCEL
<br />ID SEE DETAIL "B"
<br />STA. 2620.55'(R3)** BWF WITHIN 1' OF PROP. LINE THIS AREA
<br />89+36.04(C)
<br />89+33.74(R11) ( FOUND 5/8" REBAR, NO CAP, S00'01'17"E, 0.39' FROM P.C. & 1.5'± SOUTH OF
<br />R/W B.W.F. FOUND 5/8" REBAR W/ALUMINUM CAP STAMPED "J D OHARE LS 9606,
<br />ES 1/16, S30", N42'09'03"E, 2.80' FROM P.C. & 1.0'± NORTH OF B.W.F.
<br />KITTITAS COUNTY AUDITOR'S FILE NO.
<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 .drskong.cam
<br />PROJECT NO. 19074 SHEET 4 OF 12
<br />IN
<br />FOUND 5/8" REBAR
<br />41
<br />Z W/YPC STAMPED
<br />w
<br />O p T H
<br />IZ
<br />WH. DENNIS LS 10819"
<br />0
<br />viv
<br />GRAPHIC SCALE
<br />ivy I
<br />0 150' 300' 600'
<br />FOUND 5/8" REBAR,
<br />NO CAPLTI
<br />41
<br />1 INCH = 300 FT.
<br />Z
<br />O
<br />I
<br />W PARCEL ID
<br />0 112933
<br />HORIZONTAL DATUM:
<br />o
<br />0)
<br />U!
<br />NAD83/2011, WASHINGTON STATE PLANE, SOUTH ZONE.
<br />ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET.
<br />I
<br />AN AVERAGE COMBINED SCALE FACTOR OF 1.00009247
<br />0)
<br />WAS USED TO CONVERT GPS GRID COORDINATES TO
<br />GROUND.
<br />00 I
<br />N FOUND 1/2" REBAR,
<br />N
<br />NO CAP
<br />BASIS OF BEARINGS:
<br />?
<br />12"o CONCRETE MON.
<br />BRASS DISK
<br />N06'52'47"W (4794.77') BETWEEN FOUND MONUMENTS
<br />c9
<br />M
<br />STAMP
<br />STAMPED "M 76 W"
<br />"M76W" AND "GP19090-12" AS SHOWN HEREON.
<br />O
<br />I
<br />FOUND 3-1/2" X 4" CONCRETE MONUMENT
<br />W/3"O BRASS DISK IN STONE MOUND STAMPED O, I
<br />"WASHINGTON DEPT. NATURAL RESOURCES"1 MONUMENT SEARCHED
<br />T.17N.
<br />0 VAR. FOR BUT NOT FOUND
<br />I
<br />S.30 1 6'
<br />DILAPIDATED BWF
<br />S.31 4
<br />ON WOOD POSTS 'O
<br />COR CO,
<br />R.23E. W.M. 45' 1
<br />1971 183.61(R3)* 13.5' 971.34' 29' 23'- - - - - - - - -
<br />30, 183 84' X 340.59' 30
<br />112$Q9'
<br />31 - 1311.93' _ - 1311.93'`----- -- 31:32'
<br />1311.95'(R1) R/W 2623.85'
<br />N89'09'36"E 0 0� 2623.89'(R1) PARCEL
<br />ID SEE DETAIL "B"
<br />STA. 2620.55'(R3)** BWF WITHIN 1' OF PROP. LINE THIS AREA
<br />89+36.04(C)
<br />89+33.74(R11) ( FOUND 5/8" REBAR, NO CAP, S00'01'17"E, 0.39' FROM P.C. & 1.5'± SOUTH OF
<br />R/W B.W.F. FOUND 5/8" REBAR W/ALUMINUM CAP STAMPED "J D OHARE LS 9606,
<br />ES 1/16, S30", N42'09'03"E, 2.80' FROM P.C. & 1.0'± NORTH OF B.W.F.
<br />KITTITAS COUNTY AUDITOR'S FILE NO.
<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 .drskong.cam
<br />PROJECT NO. 19074 SHEET 4 OF 12
<br />
|