HomeMy WebLinkAboutSurvey 21414BOUNDARY SURVEY FOR LOT 52,
SEVENTH MOUNTAIN GOLF VILLAGE
(S.M.G.V.)
FOR DOUG SCHMIDT
LOCATED IN THE NW 1/4 OF SECTION 23,
TOWNSHIP 18 SOUTH, RANGE 11 EAST, W.M.,
DESCHUTES COUNTY, OREGON
N87-38'14"E 170.07'
N87'36'09"E 170.16' (R1) 3
2 4.00'
8 � _
S87'38'14"W 85.04'
-" S87-38'14"W 85.03' 3.00' N87'36'09"E 85.(38' (R1)
1 N87-36'09"E 85.08' (R1)
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LOT 51 o w o O LOT 53 Z
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o LOT 520
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N89'54'50"E 25.05'
S90'00'00"E 25.02' (R1 )
5 6 9 0
S90'00'0"E 85.00' (R1)
0 0� . ,
i N89 54 50" E 85.11
1 C1 N89054'60"E 110.16'
SCALE: 1 "=20'
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CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
60.36'
370.00'
30.25'
S85724'14"W
60.29'
9'20'47"
C1(R1)
60.24'
370.00'
S85'20'08"W
60.18'
9,191144"
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
SET 5/8" REBAR WITH YELLOW PLASTIC
W.C. CAP STAMPED "TYE ENGINEERING W.C."
AT A WITNESS CORNER
(Ri) SEVENTH MOUNTAIN GOLF VILLAGE,
BY JOHN A. CARLSON, PLS 2044, FILED 12/24/1990,
CS09717
(R2) SEVENTH MOUNTAIN GOLF VILLAGE LOTS 50 & 51 ,
BY JAMES E. DOWELL, PLS 02277, FILED 1 /17/1995,
CS12053
aLOCATION NUMBER
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO REVIEW AND SET THE MONUMENTS
FOR LOT 52.OF SEVENTH MOUNTAIN GOLF VILLAGE (R1). THE
NORTHEAST CORNER OF THE PROPERTY WAS MISSING AND LIKELY
GROWN OVER BY A TREE AT THE CORNER. WHICH IS WHY WE SET
WITNESSES TO THIS LOCATION. THIS CORNER WAS SINGLE
PROPORTIONED FROM THE NORTHWEST CORNER OF LOT 52 (MONUMENT
2) AND THE NORTHEAST CORNER OF LOT 53 (MONUMENT 3) OF
SEVENTH MOUNTAIN GOLF VILLAGE (R1). THE SOUTHEAST CORNER WAS
FOUND BUT OUT OF POSITION. THE CAP APPEARED TO BE SMASHED
AND POUNDED ON. IT WAS LIKELY DISTURBED DURING UTILITY WORK AS
COMMUNICATION PEDISTAL ARE VERY CLOSE TO THIS CORNER. I SET A
NEW MONUMENT BY SINGLE PROPORTION FROM THE POINT OF
CURVATURE (MONUMENT 5) ON LOT 52 TO THE SOUTHEAST CORNER OF
LOT 53 (MONUMENT 4). ALL OTHER MONUMENTS FOUND FIT VERY WELL
WITH RECORD DISTANCES.
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.
MON.
MONUMENT DESCRIPTION O
1
5/8" REBAR WITH YPC MARKED "OTAK."
2
5/8" REBAR WITH YPC MARKED "OTAK"
3
5/8" REBAR WITH YPC MARKED "OTAK"
4
5/8" REBAR WITH YPC MARKED "OTAK"
5
5/8" REBAR WITH YPC MARKED "OTAK"
6
5/8" REBAR WITH SMASHED CAP -NOT HELD, S75'14'48"W 0.90' FROM SET
MONUMENT
7
NOISE IN TREE
8
5/8" REBAR WITH YPC MARKED "TYE ENGINEERING—WC-
9
5/8" REBAR WITH YPC MARKED *TYE ENGINEERING"
RENEWS: 12/31 /25
3225 — 5ChMidt boundary V—zo—ZU14.aW9
CS 21414