HomeMy WebLinkAboutSurvey 21136SCALE: 1 "=60'
BOUNDARY SURVEY
FOR LOT 6, BLOCK 4,
THIRD ADDITION TO WOODLAND
PARK HOMESITES
LOCATED IN THE SW 1 /4 OF SECTION 3, TOWNSHIP 22
SOUTH, RANGE 10 EAST, W.M.,
DESCHUTES COUNTY, OREGON
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1 /2" REBAR,
/�NO CAP (R1)
N89'40'41 "E 290.62' (R1) I 1
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o LOT 5, BLOCK 4 o
I THIRD ADDITION TO .P
0WOODLAND PARK �!
LOT 11, BLOCK X.3 HOMESITES N
THIRD ADDITION TO (AWOODLAND PARK 6O' cWc f J
ROW HOMESITES L" o
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0)I 5/8" REBAR, ; I
I NO CAP (R1) `.
N89'52'17"E 291.05' ''j
N89'40'41 "E 291.98' (Ri )
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co � � LOT 6, BLOCK 4 w
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cn THIRD ADDITION TO
v v K BAR J RANCH LLC
LOT 12, BLOCK X3 C4 -j WOODLAND PARK U
THIRD ADDITION TO -? (A HOMESITES 0
WOODLAND PARK 0
HOMESITES I . °' J
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W N89'40'41 "E 291.34' (R1)
rn i— S89'55'12"W 291.37' —�
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o LOT 7, BLOCK 4 (A
LOT 13, BLOCK A 3 THIRD ADDITION TO
THIRD ADDITION TO J WOODLAND PARK j
WOODLAND PARK �� v HOMESITES �
HOMESITES L4 it
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1/2" REBAR,NO CAP (R1)N89'40'41"E 291.70' (R1) 1/2" REBAR,
N89'58'06"E 291.69'
NO CAP (R1)
PILB o __z . ZoZ3 : CIO Lill S
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING."
S.F.N.F. SEARCHED FOR, NOT FOUND
(R1) THIRD ADDITION TO WOODLAND PARK HOMESITES ,
BY JEAN WM. HAWTHORNE, PLS 00454,
RECORDED 6/8/1966, CS10867
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THE PURPOSE OF THIS SURVEY IS TO SET THE MISSING CORNERS FOR LOT 6, BLOCK
4 OF THIRD ADDITION TO WOODLAND PARK HOMESITES, (R1). FOR THE MISSING
SOUTHWEST CORNER OF SAID LOT 6, WE PROPORTIONED THE DISTANCE FROM THE
FOUND MONUMENT AT THE NORTHWEST CORNER OF LOT 6 TO THE FOUND
MONUMENTS AT THE SOUTHEAST CORNER OF LOT 7, BLOCK 4. FOR THE EASTERLY
PROPERTY CORNERS, WE PROPORTIONED THE DISTANCES FROM THE MONUMENT AT
THE NORTHEAST CORNER OF LOT 5 BLOCK 4 TO THE SOUTHEAST CORNER OF LOT 7
BLOCK 4. THE RECORD DIMENSION FOR THE NORTH LINE OF SAID LOT 6 APPEARS TO
HAVE BEEN A DRAFTING ERROR. IT CLOSES AT 290.98 FEET INSTEAD OF 291.98
FEET AS SHOWN IN (R1). THIS ALSO MAKES SENSE LOOKING AT THE NORTH LINE OF
LOT 5 AT 290.62 FEET AND THE NORTH LINE OF LOT 6 AT 291.34 FEET WITH THE
SIDELINES CHANGING AT A RATE OF 0.36 FEET PER LOT. OR 291.34 FEET-0.36
FEET = 290.98 FEET. NO OTHER ISSUES WERE ENCOUNTERED DURING THE COURSE
OF THE SURVEY.
BASIS OF BEARING:
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON
COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN
BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND
MDRS) WITH SP80 SPECTRA PRECISION GPS. THE CALIBRATION TIES MULTIPLE
COCS POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13
TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL
DATUM IS NGVD 29.
RENEWS: 12/31 /23
C$21136
3135 — KING BOUNDARY — La Pine-6-27-23.dwg