HomeMy WebLinkAboutSurvey 20539MAP
OF
SURVEY
DESCHUTES COUNTY
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CA TED
.IN THE SW1 /4
OF THE NE1 /4 OF
SECTION
19, T14 S, R11 E, W.M. , DESCH UTES
COUNTY,
OREGON FILED (0 2Zl
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SCALE 1 " = 200'
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(EAST N 40.00 CH.)R 1
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0 100 200 400 FT.
114 CDR.
SEC. COR.
SEE NOTE 1
N89'51 16» E ^• 1321.05
N89'52 14 E N 1319.80
SEE NOTE 3
19
(S89' 18'01 "E N 1320.28)R2
"E
(S89' 18'00 "E N 1320.28)R2
19
20
N89'59'50 N 1320.03)R3
"W
(N89'59'50 "E N 1320.02)R3
N89' 17'56 N 1320.88)R5
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CORNER NOTES
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GOVT. LOT 4
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1. 1/4 CORNER - FOUND 2 112" BRASS CAP ON 2" IRON PIPE MARKED 'T14S R11 E 1/4 S18 S19 1976 LS1026" PER CS00061 BY
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GEORGE J. COOK. CS00061 INDICATES REPLACING A FOUND 5/8" IRON ROD SET BY ROBERT W. ARNDORFER (LS 535) IN 1966 AT
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THE ORIGINAL GLO STONE. UNABLE TO FIND THE 1966 SURVEY IN COUNTY RECORDS. BRASS CAP WAS HELD BY THIS SURVEY.
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2. E 1/16 CORNER - FOUND 5/8" IRON ROD f 1.0 ABOVE GRADE. ASSUMED TO BE SET PER CS00061 BY GEORGE J. COOK. FOUND
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MONUMENT FITS REASONABLY WELL WITH THE CALCULATED MIDPOINT BETWEEN THE HELD 1/4 AND SECTION CORNERS. IRON ROD WAS
HELD BY THIS SURVEY.
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3. SECTION CORNER - FOUND 2 1/2" BRASS CAP ON 2" IRON PIPE MARKED 714S R11 E 1/4 18 17 19 20 1976 LS540" PER
N N N N
(S89'38'10"E N 1324.05)R3
(S89'38'1 D"E N 1324.07)R3
CS00061 BY GEORGE J. COOK. CS00061 INDICATES REPLACING A FOUND 5/8" IRON ROD SET BY ROBERT W. ARNDORFER (LS 535) IN
2 2 2 0 2
S89'46'S2 "E N 1324.60
S89'46'S2 "E N 1323.22
1966. UNABLE TO FIND THE 1966 SURVEY IN COUNTY RECORDS. BRASS CAP WAS HELD BY THIS SURVEY.
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N 1/16 COR.
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SEE NOTE 6
4. C-N 1/16 CORNER - SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527" AT THE PROPORTIONATE GLO LOCATION
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BETWEEN THE HELD 1/4 CORNERS. FOUND 5/8" IRON ROD f0.2 ABOVE GRADE (NOT HELD THIS SURVEY) SET PER CS09875 BY
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GEORGE J. COOK BEARS S02'09'25 "W N 2.12 (2.2 SOUTH & 0.3 WEST R6 FROM SET MONUMENT. SEE NARRATIVE.
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5. NE 1/16 CORNER - SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527" AT THE INTERSECTION OF HELD 1/16
CORNERS AS SHOWN. FOUND 1/2" IRON ROD OF UNKNOWN ORIGIN f0.8 ABOVE GRADE (NOT HELD THIS SURVEY) BEARS NO3'07'52"E
- 38.88 FROM SET MONUMENT. FOUND 5/8" IRON ROD f 1.4 ABOVE GRADE (NOT HELD BY THIS SURVEY) ASSUMED TO BE SET PER
CS00061 BY GEORGE J. COOK BEARS N04'59'05 "E N 25.10 FROM SET MONUMENT. SEE NARRATIVE.
6. N 1/16 CORNER - FOUND 1/2" IRON ROD FLUSH WITH GROUND SET PER CS09875 BY GEORGE J. COOK. CS09875 CALLS FOR A
5/8" IRON ROD. MONUMENT FITS REASONABLY WELL WITH THE CALCULATED GLO PROPORTIONATE POINT BETWEEN THE HELD 1/4 AND
SECTION CORNERS. IRON ROD WAS HELD BY THIS SURVEY.
7. C 114 CORNER - FOUND 2 1 /2" BRASS CAP ON 2" IRON PIPE MARKED "T 14S R 11 E C 114 S 19 1976 LS 1026" PER CS00061 BY
GEORGE J. COOK. BRASS CAP WAS HELD BY THIS SURVEY.
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8. C-E 1/16 CORNER - FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "F. AST PLS 1938" PER CS14834 BY FREDERICK
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A. AST, JR. CS14834 INDICATES REPLACING A 1/2" IRON ROD SET PER CS09875. MONUMENT FITS REASONABLY WELL WITH THE
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CALCULATED MIDPOINT BETWEEN THE HELD 1/4 CORNERS. IRON ROD WAS HELD BY THIS SURVEY.
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9. 1/4 CORNER - FOUND 2 1/2" BRASS CAP ON 2" IRON PIPE MARKED 714S R11 E 114 S19 S20 1976 LS1026" PER CS09875 BY
N 2 2
SW 1 /4 NE 1 /4
2 SE 1 4 NE i 4
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GEORGE J. COOK. ASSUMED THAT BRASS CAP REPLACED THE 5/8" IRON ROD NOTED AS SET PER CS00061 BY GEORGE J. COOK.
40.209 AC.
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2 2 N
CS00061 INDICATES REPLACING THE ORIGINAL GLO STONE. BRASS CAP WAS HELD BY THIS SURVEY.
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BASIS OF BEARINGS
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BASE BEARING DETERMINED FROM GPS OBSERVATIONS USING WGS84 "SINGLE POINT POSITION" AT A CONTROL POINT SET IN A CONVENIENT
LOCATION. A LOCAL TRANSVERSE MERCATOR MAP PROJECTION WAS THEN APPLIED WITH THE FOLLOWING PARAMETERS AND REAL TIME
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OBSERVATIONS WERE USED AND INDEPENDENTLY CHECKED USING CONVENTIONAL METHODS.
BASE LATITUDE: 44'2031.34806" N. BASE LONGITUDE. 121'2729.01879" W. ASSUMED BASE NORTHING: 5000.00 FT.
ASSUMED BASE EASTING: 5000.00 FT. ELLIPSOID: WGS84 SCALE. 1.0001454406 PROJECT HEIGHT: 3048.42 FT.
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NARRATIVE
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THE PURPOSE OF THIS SURVEY WAS TO LOCATE THE BOUNDARIES OF THE SW1/4 NE114 OF SECTION 19 AS DESCRIBED BY BARGAIN AND
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SALE DEED INSTRUMENT NO. 2020-53149 OF DESCHUTES COUNTY OFFICIAL RECORDS. RESEARCH OF SURVEY RECORDS IN THIS AREA
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REVEALED THE ORIGINAL GLO SURVEY, FREEMONT CANYON (CS07240), CS00061, SQUAW CREEK CANYON RECREATIONAL ESTATES FIRST
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ADDITION (CS09875), CS 10967, CS14834 AND CS20202. DEED 2020-53149 DESCRIBES THE PROPERTY AS THE SW 1 /4 OF THE NE1 /4 SO
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A SUBDIVISION OF THE 114 SECTION WAS REQUIRED.
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MY INITIAL SURVEY AROUND THE SW 1/4 NE1/4 VERIFIED AN ERROR NOTED BY CS20202 IN THE LOCATION OF A MONUMENT SET PER
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CS09875 AT THE C-N 1/16 CORNER. IT ALSO DISCOVERED TWO MONUMENTS AT THE NE 1/16 CORNER TO BE GROSSLY OUT OF
(S89'37'41 "E N 1327.99)R4
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CS00061 RECORD POSITION. THE SURVEY WAS THEN EXPANDED TO INCLUDE THE ENTIRE NE1 4 OF SECTION 19. 1/4 SECTION CORNER
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(S89'37 41 E N 1327.99)R3
(S89'37'41 "E 1328.00)R3
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MONUMENTS WERE FOUND AND HELD AS DESCRIBED IN THE CORNER NOTES HEREON. THE NE1/4 WAS THEN SUBDIVIDED PER MANUAL OF
C 1/4 COR.
S89'45'46"E N 1328.09
S89 46 45 E N 1327.50
INSTRUCTIONS RESULTING IN MEASURED DATA THAT FIT WELL WITH CS00061 DATA. RECORD MONUMENTS AT THE E 1/16 CORNER, N 1/16
SEE NOTE 7
1/4 COR.
SEE NOTE 9
CORNER AND C-E 1/16 CORNER WERE FOUND TO BE WELL WITHIN REASON OF CALCULATED POINTS AND WERE THEREFOR HELD AS
19
20
INDICATED. THE MONUMENT FOUND AT THE C-N 1/16 CORNER WAS FOUND OUT OF RECORD POSITION MAINLY IN A NORTH -SOUTH
LEGEND
DIRECTION SO IT HAS NO EFFECT ON THE SQUAW CREEK SUBDIVISION AND NO FENCES OR OTHER IMPROVEMENTS HAVE BEEN BUILT TO
THE EAST. I THEREFOR REJECTED IT'S LOCATION AND PLACED A NEW MONUMENT AT THE CALCULATED POSITION. MONUMENTS FOUND AT
FOUND MONUMENT AS NOTED. REFER TO RESPECTIVE
CORNER NOTE.
THE NE1/16 CORNER WERE EITHER MOVED OR SET IN ERROR PER CS00061. THIS SURVEY ALSO REJECTED THEM AND PLACED A NEW
MONUMENT AT THE CALCULATED LOCATION. ENCROACHMENTS WERE FOUND ALONG THE SOUTH BOUNDARY AS NOTED. FENCE POSTS (NO
•
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
MARKED "F. AST
PLS 1938" PER CS14834 BY FREDERICK A. AST, JR.
WIRE) WERE FOUND SIGNIFICANTLY EAST OF THE EAST BOUNDARY.
FILED 0210812002.
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SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS25277.
NOT DRAWN TO SCALE.
CH.
CHAINS (1 CHAIN = 66.00 FT.)
REGISTERED PREPARED FOR:
( )R1
RECORD DATA
PER ORIGINAL GLO SURVEY BY EDWARD F. SHARP UNDER CONTRACT NO. 756 DATED 0611311904.
PROFESSIONAL THS PROPERTIES
( )R2
RECORD DATA
PER PER FREEMONT CANYON (CS07240) BY GEORGE W. COLVIN, JR. FILED 0412611978.
LAND SURVEYOR
BEND, O.B. ROAD
( )R3
RECORD DATA
PER PER CS00061 BY GEORGE J. COOK FILED 1211011980.
� BEND, OREGON 9770E
06/17/21
PREPARED BY:
( )R4
RECORD DATA
PER SQUAW CREEK CANYON RECREATIONAL
ESTATES FIRST ADDITION (CS09875) BY GEORGE J. COOK FILED
OREGON PRECISION LAND SURVEYING, INC.
0610311982.
A LY 25, 1991 P.O. BOX 2062
JERRY D. STICHLER REDMOND, OREGON 97756
( )R5
RECORD DATA
PER CS10967 BY BY FREDERICK A.
AST, JR. FILED 0410111992.
2527 (541) 548-6092
JUNE 17, 2021 SHEET 1 C
( )R6
RECORD DATA
PER CS20202 BY BY FREDERICK A.
AST, JR. FILED 0412412020.
RENEWS 6130122 _ _ _ _ _ - _ _ _