HomeMy WebLinkAboutOCRR 2075CORNER DESIGNATION
T17S R13E
17
SW
FOUND 2-1/2" BRASS CAP AT
GROUND LEVEL PER CS03119.
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)
1/4 COR. S18 S89'58'22"W 2639.88' (MEAS)
S19 S89-58.20"W 2639.84' (COCS)
S89'58'26"W 2639.86' (CS21027)
MONUMENT DETAIL
FOUND
SET
0
STl
O3E
SEE D.C.S.O. FIELD BOOK 2021, PAGES 73-74
CIC;R
17
C90744PLS
MAGNETIC DECLINATION: 140E
20
PERSONNEL PRESENT: JACOB POWELL, PLS
8$ V
C�JERROD
�MATHEW
DAVIS
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McCONNELL
S OF
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 34W 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 2T DIAMETER JUNIPER BEARS S19047WE 108.08' TO A NAIL AND 1" DIAMETER STEEL WASHER WITH NO MARKINGS IN
NW FACE BLAZE, UP 1.9 AND S20029W E 108.99J TO SIDE CENTER OF TREE. (RECORD SE 108.13 DCRD 119 CARD 1 OF 4 &
CS03119 S1904T47E 108.09 CS21027) & (RECORD S190E 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 34W ALUMINUM CAP AGREED WITH THE PUBLISHED COCS COORDINATES AND THE FOUND
REFERENCE. AT THE POSITION OF THE FOUND 3-1/4" ALUMINUM CAP, SET A 518" DIAMETER X 24" IRON ROD WITH A 3-114"
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-V7 DIAMETER ALUMINUM CAP MARKED'DESCHUTES CO. REF MON A" IN
RIGHT OF WAY NE OF POWELL BUTTE HIGHWAY ROUNDABOUT, BEARS N43-13WW46.26, FLUSH_
B. SET A 1-1/2" DIAMETER STEEL WASHER AND MAG NAIL IN SW FACE OF PPL (PACIFIC POWER & LIGHT) POWER POLE NUMBER
170000, UP 13, MARKED DCSO B", BEARS N51.43-ME 37.92
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 5Ar DIAMETER X 24" IRON ROD WITH A 1-12" DIAMETER ALUMINUM CAP MARKED "DESCHUTES CO. REF MON D" IN
RIGHT OF WAY NE OF POWELL BUTTE HIGHWAY ROUNDABOUT, BEARS S33017'00''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 (COCS)_ THE BASIS OF BEARINGS FOR THIS SURVEY 1S
DEFINED AS FOLLOWS: LINEAR UNIT.
INTERNATIONAL FOOT (ift)
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
4300OW N
LONGITUDE OF CENTRAL MERIDIAN:
121*1T00" W
NORTHING AT GRID ORIGIN:
0.000 ift
EASTING 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
1 /4 COR.
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FOUND 3-1/4"ALUMINUM
CAP IN MONUMENT WELL S191 S20
PER OCRR 0934
CONTROL MARK DATA 1 /4 COR.
17132040 (COCS 166)
Lu
m Q
a.
3 }_
OZ'
�
a
-�-- TO BUTLER
MARKET ROAD
Q
a
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0 20 40
SCALE 1 " = 20'
CONCRETE
CURB
MID)
THE COORDINATES AND STANDARD
COCS POINT k
1021
TYPE OF REPORT
INDEX FILE NO: Z O
DEVIATION VALUES SHOWN ARE THE
COCS MARK NAME:
17131700
RESULTING VALUES FOR THE POINT PER A
CONDITION ONLY:
ALPHANUMERIC
LOCAL LEAST SQUARES ADJUSTED PROJECT
16
RENEWED: X
CORNER NUMBER: 17131700
CONTROL NETWORK DERIVED FROM
NORTHING:
399,085.38 ift t0.02
SURVEYED IN:
INTEGRATED REAL TIME KINEMATICS (RTK)
EASTING:
3,321,001.46 ift ±0.02
REFERENCED OUT: X
AND TOTAL STATION TIES.
ORTHO HT:
3,425.603 ift f0.04
TRANSFORMATION:
DESCHUTES 13
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.
S89'52'09"E 2651.66' (COCS) S20
S89'20'34"E 2651.73" (CS03110)
@�A PPL
POWER POLE
#170000
AB
SECTION 18 SECTION 17
SECTION 19 SECTION 20
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= w
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= TRANSFORMER PAD
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406
27" DIAMETER JUNIPER
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HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
08-09-1871 GLO SUBDIVISION OF T17S, R13E, WILLAMETTE MERIDIAN, BY GEORGE W NEW MAN, 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 S650E 30 LINKS DISTANCE.
04-M1910 (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 S.W. 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,1lZ REIN. BAR.
12-19-1965 (CS03144) SURVEY BY JEAN WM. HAWTHORNE, P.L.S. 454, SHOWS TIE TO CORNER,1/7 REIN. BAR.
SEPT 196E (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.L.S. 842, FOUND 1/2' 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.LS_ 540, REFERENCE TO CORNER, NO MONUMENT DESCRIPTION.
11403-1970 (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.LS. 540, SHOWS TIE TO CORNER, FND.1/Z' 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 1/2" I.R. AND TWO REFERENCES:
- POWER POLE, NE 41.92
- P_K, 18" 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 65.09
- POWER POLE, NE 41.86
- POWER POLE, NW 38.78'
- 27 JUNIPER, SE 108.13
01-15-1979 JCS03123) 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 RRGINEERING
DCC 119) SECTION CORNER DESCRIPTION CARD #119, BY DESCHUTES COUNTY ROAD DEPARTMENT
NOFFICIAL RECORD), LOCATED AT THE DESCHUTES COUNTY ROAD DEPARTMENT
VAULT, CIRCA 1980, AND CORNER REFERENCES:
-CARD 1 OF 4, SHOWS FOUND 1/2" IRON BAR, 20" JUNIPER SE 65.08', 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 1/2' IRON ROD FLUSH, 30' JUNIPER SE 65.7(7, STUB
POLE NE 41.85, POWER POLE #8 NW 38.7W (NOTE THAT POLE WAS REMOVED IN 1967)
-CARD 4 OF 4, #119, SHOWS FOUND 1!2" IRON ROD, 18" JUNIPER WITH FINISH NAIL UP 3 ON NE SIDE
BEARS S620E 65% 24" JUNIPER WITH FINISH NAIL UP 4' ON NE SIDE, BEARS S190E 109.12
05-W1980 (CS03121) 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 MP4X)-58, BY ROBERT M. KARL, P.L.S. 1642, FILED 02-19-1981, SHOWS TIE TO
CORNER, FND 10 IR.
02-09-1981 (CS03105) SURVEY BY GARY W. HICKMAN, P-LS. 1678, FOUND 10 IRON ROD, NOTHING SET_
11-16-1981 (CS03111) SURVEY BY GEORGE COLVIN, P.LS_ 1020, SHOWS TIE TO CORNER, FOUND 1/2" SR IN PVMT.
09-22-1982 (CS06102) BUTLER BY ROBERT R. POVEY, P.LS.165Z FILED 06-M1983, SHOWS TIE TO CORNER, 1/Z 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 5J8' REBAR BENT, AND BURIED 4" IN THE PAVEMENT.
FOUND OLD NAILAND 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 5J8' 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-LS. 804.
INFORMATION ON PLAT IS THE SAME AS OCRR 0764.
01409-1989 (CS03243) SURVEY BY MICHAEL L. TOMPKINS, P.L.S. 2033, SHOWS TIE TO CORNER, FOUND BRASS CAP.
1992-1993 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
09-121996 (CS12694) RECORD OF SURVEY BY GEORGE W. COLVIN, JR., P.LS.1020, SHOWS RECORD TIE TO CORNER,
NFNS, NO MONUMENT DESCRIPTION_
08-04-2003 (CS15491) PARTITION PLAT NO.200350, 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 0764.
04-10-2007 (CS17281) PARTITION PLAT NO.2007-23, BY LINDA LEE MILLER, P.L.S. 2513, SHOWS TIE TO CORNER, OCRR #764
COCS MARK NAME: 17131700, FOUND 3-1/4' ALUMINUM CAP, IN PAVEMENT.
024ro-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/ 1-1/2' WASHER 2_T UP ON NE SIDE OF 37 JUNIPER,
S1904T4TE,108.09 / ` �C / e %iv A®^ (l
11-20-2023 (CS21204) PARTITION PLAT NO.2023-M BY ROBIN MICHAEL TYE,
P.L.S. 65719, FOUND 3' ALUMINUM CAP MARKED PER OCRR 0764 REGISTERED
AND FOR CENTERLINE/CENTERLINE. PROFESSIONAL
LAND SURVEYOR
O R E G O N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2024
OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE
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 1DRAWN BY: JKD ICHECKED 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