HomeMy WebLinkAboutOCRR 2075SEE D.C.S.O. FIELD BOOK 2021, PAGES 73-74
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: JACOB POWELL, PLS
JERROD DAVIS
MATHEW McCONNELL
CORNER DESIGNATION
T17S R13E
17
SW
MONUMENT DETAIL
FOUND
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1 /4 COR.
FOUND 2-1/2" BRASS CAP AT
GROUND LEVEL PER CS03119. S18 S17
CONTROL MARK DATA 17131740
(COCS 157)
MEASURED TIES TO
ADJACENT PLSS
CORNERS ARE FROM
SINGLE GNSS TIES
ONLY USING THE ORGN.
FOUND 3-1/4-ALUMINUM
CAP IN MONUMENT WELL
PER OCRR 0206
17131804 (COCS 1001)
S18 CRQ'9;R'99"W 7R-K0 RR' fuPecl
1 /4 COR. sm0m
S19
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NARRATIVE
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO REMONUMENT THE SOUTHWEST CORNER OF SECTION 17,
T17S, R13E, W.M. THE MONUMENT PREVIOUSLY SET IN O.C.R.R. 0764 WAS DESTROYED DURING CONSTRUCTION OF THE
DESCHUTES COUNTY POWELL BUTTE HIGHWAY/BUTLER MARKET ROAD INTERSECTION IMPROVEMENT PROJECT.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 3-1/4" ALUMINUM CAP PER OCRR 0764 IN STANDARD CAST IRON MONUMENT WELL, MARKINGS SHOWN IN FOUND DETAIL
ABOVE AT INTERSECTION OF POWELL BUTTE HIGHWAY AND BUTLER MARKET ROAD, FROM WHICH:
406. FOUND 27" DIAMETER JUNIPER BEARS S19°47W E 108.08' TO A NAIL AND 1" DIAMETER STEEL WASHER WITH NO MARKINGS IN
NW FACE BLAZE, UP 1.9' AND S20'29'00" E 108.99 TO SIDE CENTER OF TREE. (RECORD SE 108.13 DCRD 119 CARD 1 OF 4 &
CS03119 S1904T49"E 108.09' CS21027) & (RECORD S19-E 109.12 DCRD 119 (1570) CARD 4 OF 4 - FINISH NAIL UP 4' NOT FOUND).
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE POSITION OF THE FOUND 3-1/4" ALUMINUM CAP AGREED WITH THE PUBLISHED COGS COORDINATES AND THE FOUND
REFERENCE. AT THE POSITION OF THE FOUND 3-1/4" ALUMINUM CAP, SET A 5/8" DIAMETER X 24" IRON ROD WITH A 3-1W
ALUMINUM CAP, MARKED AS SHOWN IN SET DETAIL ABOVE, IN STANDARD CAST IRON MONUMENT WELL, FROM WHICH:
A SET A 5/8" DIAMETER X 24" IRON ROD WITH A 1-12" DIAMETER ALUMINUM CAP MARKED "DESCHUTES CO_ REF MON A" IN
RIGHT OF WAY NE OF POWELL BUTTE HIGHWAY ROUNDABOUT, BEARS N43013W W 46.29, FLUSH_
B. SET A 1-12" DIAMETER STEEL WASHER AND MAG NAIL IN SW FACE OF PPL (PACIFIC POWER & LIGHT) POWER POLE NUMBER
170000, UP 1.9, MARKED DCSO B", BEARS N51`43-ME 37.97
C. SET A 1-1/8" DIAMETER BRASS DISK WITH ANCHORING PLUG AND MAGNET IN NW CORNER OF CONCRETE TRANSFORMER
PAD, MARKED "DCSO C", BEARS S20'26'00"E 70.90'
D. SET A 51W DIAMETER X 24" IRON ROD WITH A 1-10 DIAMETER ALUMINUM CAP MARKED "DESCHUTES CO. REF MON D" IN
RIGHT OF WAY NE OF POWELL BUTTE HIGHWAY ROUNDABOUT, BEARS S33"17'OOr'W 36.89, FLUSH
NOTE: BEARINGS TO ACCESSORIES MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) BY GPS AND TOTAL STATION.
BASIS OF BEARINGS
BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL
OREGON COORDINATE SYSTEM (COOS). THE BASIS OF BEARINGS FOR THIS SURVEY IS
DEFINED AS FOLLOWS: LINEAR UNIT:
INTERNATIONAL FOOT (ift)
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
43000W N
LONGITUDE OF CENTRAL MERIDIAN:
121*1TOW W
NORTHING AT GRID ORIGIN:
0.000 ift
FASTING AT CENTRAL MERIDIAN:
3,300,000.000 ift
SCALE FACTOR ON CENTRAL MERIDIAN:
1.00016 (EXACT)
ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES
BASED UPON THE PRECEDING PROJECT DEFINITION. THE BASIS OF BEARINGS IS
GEODETIC NORTH. NOTE THAT THE GRID BEARINGS SHOWN HEREON (OR IMPLIED BY
GRID COORDINATES) DO NOT EQUAL GEODETIC BEARINGS DUE TO MERIDIAN
CONVERGENCE.
PROJECT CONTROL WAS ESTABLISHED WITH GNSS REAL TIME KINEMATIC (RTK)
OBSERVATIONS USING CORRECTORS BROADCAST FROM THE ODOT OREGON
REALTIME GNSS NETWORK (ORGN) AND THE DESCHUTES COUNTY SURVEYOR'S OFFICE
DESCHUTES 13 TRANSFORMATION FOR THE CENTRAL OREGON COORDINATE SYSTEM.
SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON
THE DESCHUTES 13 TRANSFORMATION.
SKETCH
S89'58'20"W 2639.84' (COCS)
S89'58'26"W 2639.86' (CS21027)
FOUND 3-1 /4"ALUMINUM
CAP IN MONUMENT WELL
PER OCRR 0934
CONTROL MARK DATA
17132040 (COGS 166)
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---- TO BUTLER
MARKET ROAD
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SCALE 1 " = 20'
CONCRETE
CURB
(TYP)
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THE COORDINATES AND STANDARD
DEVIATION VALUES SHOWN ARE THE
RESULTING VALUES FOR THE POINT PER A
LOCAL LEAST SQUARES ADJUSTED PROJECT
CONTROL NETWORK DERIVED FROM
INTEGRATED REAL TIME KINEMATICS (RTK)
AND TOTAL STATION TIES.
FOUND 1-1/4" DIAMETER
AXLE AT GROUND LEVEL.
CONTROL MARK DATA
17131704 (COCS 156)
S89-52'12"E 2651.60' (MEAS) S17 1/4 COR
S19 f S20 S89'52'09"E 2651.66" (COCS) s2o
S89'20'34"E 2651.73' (CS03110)
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SECTION 18
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SECTION 17
SECTION 19
SECTION 20
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27" DIAMETER JUNIPER
COCS POINT t 1021
COGS MARK NAME: 17131700
1Q
NORTHING: 399,085.38 ift t0.02
EASTING: 3,321,001.46 ift f0.02
ORTHO HT: 3,425.603 ift t0.04
TRANSFORMATION: DESCHUTES 13
TYPE OF REPORT
CONDITION ONLY:
RENEWED: X
SURVEYED IN:
REFERENCED OUT. X
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
INDEX FILE NO: o� 5
ALPHANUMERIC
CORNER NUMBER: 17131700
08-09--1971 GLO SUBDIVISION OF T17S, R13E, WILLAMETTE MERIDIAN, BY GEORGE W NEWMAN, DEPUTY
SURVEYOR, UNDER CONTRACT NO. 141, SET STONE 16x7x6 FOR CORNER TO SECTIONS 17,18, 19, AND 20,
FROM WHICH A JUNIPER 12 INS DIAMETER BEARS SWE 30 LINKS DISTANCE_
04-08-1910 (RD01263) W.G. WAUGH COUNTY ROAD, SURVEYOR'S REPORT, BY FRED A RICE, COUNTY SURVEYOR, GIVES
ROAD CENTERLINE CALL TO THE CORNER, NO MONUMENT DESCRIPTION.
1920 (RD01496) THE C.H. MILLER ROAD (AKA POWELL BUTTE HWY) BY ROBERT B. GOULD, FOUND STONE SW COR.
SEC. 17 (17-13).
1928 (RD01456) MAP OF SECTION 1 OF BEND-PRINEVILLE MARKET ROAD NO. 14, BY ROBERT GOULD, SHOWS TIE TO
CORNER, NO MONUMENT DESCRIPTION. (SEE DESCHUTES COUNTY ROAD FIELD BOOK 59, PAGE 7 (RD02404).
05-20-1964 (CS03143) SURVEY BY JEAN WM. HAWTHORNE, P.L.S. 454, SHOWS TIE TO CORNER, SPIKE.
12-19-1965 (CS03142) SURVEY BY JEAN WM. HAWTHORNE, P.L.S. 454, SHOWS TIE TO CORNER, 1fZ REIN. BAR.
12-19-1965 (CS03144) SURVEY BY JEAN WM. HAWTHORNE, P.L.S. 454, SHOWS TIE TO CORNER,12' REIN. BAR.
SEPT 1968 (CSO4994) SURVEY BY RICHARD W. BURTON, P.L.S. 842, FOUND 1/2' IR PER HAWTHORNE SURVEY 12/19/65.
09-15-1969 (CS03152) SURVEY BY RICHARD W. BURTON, P_LS_ 842, FOUND 12" IR PER HAWTHORNE SURVEY 12/19/65.
05-18-1970 (CS03158) SURVEY BY GEORGE J. COOK, P.L.S. 540, REVISED/FILED 02 29-197Z SHOWS TIE TO CORNER, NO
MONUMENT DESCRIPTION.
09-10-1970 (CS03136) SURVEY BY GEORGE J. COOK, P.L.S. 540, REFERENCE TO CORNER, NO MONUMENT DESCRIPTION.
11-03-1970 (CS03129) SURVEY BY GEORGE J. COOK, P.L.S. 540, SHOWS TIE TO SEC. CORNER, NO MONUMENT DESCRIPTION.
04-08-1971 (CS03127) SURVEY BY GEORGE J. COOK P.L.S. 540, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
06-18-1974 (CS03116) SURVEY BY GEORGE J. COOK, P.L.S. 540, SHOWS TIE TO CORNER, FND.112' IR.
NO DATE MANSFIELD'S CORNER BOOK BY E.G. MANSFIELD, PLS 10, LOCATED AT THE DESCHUTES COUNTY
SURVEYOR'S OFFICE, DIAGRAM FOR T17S R13E SEC 18, SHOWS FND 12' I.R. AND TWO REFERENCES:
- POWER POLE, NE 41.9Z
- P.K, 19' JUNIPER, SE 65.04'
09-15-1978 (CS03119) SURVEY BY MICHAEL W. TYE, P.L.S. 1046, SHOWS TIE TO CORNER, FOUND IRON ROD WITH METAL
DETECTOR,
- SET PK NAIL. CHECKED COUNTY ROAD DEPARTMENT REFERENCE TIES:
- 3(" JUNIPER, SE 65.08'
- POWER POLE, NE 41.86'
- POWER POLE, NW 38.79
- 22" JUNIPER, SE 108.13
01-15-1979 ICS03123) SURVEY BY MICHAEL W. TYE, P.L.S. 1046, CORRECTION SURVEY FOR THE 09-15-1978 SURVEY
CS03119), SAME DESCRIPTION OF CORNER AND REFERENCES AS PREVIOUS SURVEY.
CIRCA 1980 (RDCC 119) SECTION CORNER DESCRIPTION CARD #119, BY DESCHUTES COUNTY ROAD DEPARTMENT
EUNOFFICIAL RECORD), LOCATED AT THE DESCHUTES COUNTY ROAD DEPARTMENT
NGINEERING VAULT, CIRCA 1980, AND CORNER REFERENCES:
-CARD 1 OF 4, SHOWS FOUND 1/2A IRON BAR, 20" JUNIPER SE 65.09, 22- JUNIPER SE 108.13
-CARD 2 OF 4, REFERS TO TENNESON ENGINEERING COMPANY, RP #1570
-CARD 3 OF 4, TENNESON RP #1570, SHOWS FOUND 1/7 IRON ROD FLUSH, 30" JUNIPER SE 65.70', STUB
POLE NE 41.86, POWER POLE #8 NW 38.78" (NOTE THAT POLE WAS REMOVED IN 1967)
-CARD 4 OF 4, #119, SHOWS FOUND 12" IRON ROD, 18" JUNIPER WITH FINISH NAIL UP 3 ON NE SIDE
BEARS S67E 69, 24" JUNIPER WITH FINISH NAIL UP 4' ON NE SIDE, BEARS S19-E 109.17
05-09-1980 JCS03121)SURVEY BY MICHAEL W. TYE, P.L.S. 1046, CORRECTION SURVEY FOR THE 09-15-1978 SURVEY
CS03119), SAME DESCRIPTION OF CORNER AND REFERENCES AS PREVIOUS SURVEY.
08-14-1980 (CS03114) MINOR LAND PARTITION MP480-58, BY ROBERT M. KARL, P.L.S. 1642, FILED 02-19-1981, SHOWS TIE TO
CORNER, FND 12" IR.
02-09-1981 (CS03105) SURVEY BY GARY W. HICKMAN, P.LS.1678, FOUND 12" IRON ROD, NOTHING SET.
11-16-1981 (GS03111) SURVEY BY GEORGE COLVIN, P.L.S. 1020, SHOWS TIE TO CORNER, FOUND 12' SR IN PVMT.
09-22-1982 (CS06102) BUTLER BY ROBERT R. POVEY, P.L.S. 165Z FILED W4)8-1983, SHOWS TIE TO CORNER,10 REBAR.
10-18-1984 (CS03110) PLAT OF SURVEY BY JOHN C. BLUNT, P.L.S. 681, SHOWS TIE TO CORNER, FOUND 5/8" IRON ROD.
07-11-1988 OCRR 0764 BY CORNELIUS H. KETCHAM, P.L.S. 804, FOUND 5fW REBAR BENT, AND BURIED 4" IN THE PAVEMENT.
FOUND OLD NAIL AND TAG ON WEST SIDE OF 24" JUNIPER BEARING TREE SOUTHEAST, FOUND 30 FOOT OFFSET
LATH ON EAST SIDE OF POWELL BUTTE ROAD.
-SET 3" ALUMINUM CAP AND 5/8" REBAR BY ORIGINAL 5/8" REBAR 1 INCH BELOW PAVEMENT.
-SET A FORM NAIL AND WASHER ON SOUTH SIDE OF TELEPHONE POLE 40.35 FEET NORTHEAST.
-BLAZED AND SET A FORM NAIL AND WASHER ON SOUTH SIDE OF 24" JUNIPER BEARING TREE 66.12 FEET
SOUTHEAST.
10-24-1988 (CS05386) BEND MUNICIPAL AIRPORT HANGER CONDOMINIUMS BY CORNELIUS H. KETCHAM, P.L.S. 804.
INFORMATION ON PLAT IS THE SAME AS OCRR 0764.
01-09-1989 (CS03243) SURVEY BY MICHAEL L. TOMPKINS, P-LS. 2033, SHOWS TIE TO CORNER, FOUND BRASS CAP.
19921993 CONTROL MARK DATA 17131700, COGRID #155, BY DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 3-1/4"
ALUMINUM CAP IN CONCRETE AT CENTERLINE -CENTERLINE INTERSECTION OF BUTLER MARKET ROAD AND
POWELL BUTTE HIGHWAY, ROAD LEVEL
09-12-1996 (CS12694) RECORD OF SURVEY BY GEORGE W. COLVIN, JR., P.LS.1020, SHOWS RECORD TIE TO CORNER,
NFNS, NO MONUMENT DESCRIPTION.
08-04-2003 (GS15491) PARTITION PLAT NO.2003-50, BY TIM K CHAPMAN, P.L.S. 2477, SHOWS TIE TO CORNER, FOUND DES.
CO. SURVEYOR'S OFFICE ALUM. CAP IN MON. BOX
01-30-2006 (CS16756) LOT LINE ADJUSTMENT SURVEY BY RUSSELL M. KARL JR., P.L.S. 2257, SHOWS TIE TO CORNER, FOUND
3" CAP IN MONUMENT BOX OCRR 076C
04-10-2007 CS17281) PARTITION PLAT NO.2007-23, BY LINDA LEE MILLER, P.LS. 2513, SHOWS TIE TO CORNER, OCRR #764
COGS MARK NAME: 17131700, FOUND 3-1/4" ALUMINUM CAP, IN PAVEMENT.
02-06-2023 (CS21027) CONTROL, RECOVERY AND RETRACEMENT MAP BY JOHN TAYLOR HAGLUND, P.L.S. 5502Z FOUND 3"
ALUMINUM CAP IN MONUMENT BOX, OCRR 0764-
- NAIL W/ 1-1/7 WASHER 2.T UP ON NE SIDE OF 32" JUNIPER,
S19-4T49"E,108.09 /OZ,;_�i ova
11-20-2023 (CS21204) PARTITION PLAT NO.2023-23 BY ROBIN MICHAEL TYE,
P.L.S. 65719, FOUND 3" ALUMINUM CAP MARKED PER OCRR 0764 REGISTERED
AND FOR CENTERUNE/CENTERLINE_ PROFESSIONAL
LAND SURVEYOR
�a pe
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2024
OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE 1
SOUTHWEST CORNER SECTION 17
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 T17S, R13E, W.M. OF
PROJECT :CT24 DATE:09-05-2024 DRAWN BY: JKD CHECKED BY: JDP, KRS DESCHUTES COUNTY, OREGON
FILE NAME: J: CAD Pro' cts Surve in OCRR-CORNER CARDS 17131700 CT24 Powell Butte & Butler Market DWG CT24 17131700.dw