HomeMy WebLinkAboutOCRR 2073SKETCH
MONROWA
LOT 3 LOT 2 LOT 1 A B
N89'48'09"E 181.03' (MONROVIA)
�- N89'48'03"E 181.03' ----
SECTION 9 131.03' _ 50.00'
SECTION 16 704 LJ 131 03' (MONROVIA) 702 50.00' •�
LOT 4
0 40 80
SCALE 1 " = 40'
SEE D.C.S.O. FIELD BOOK 2024, PAGES 1-3
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: KEVIN SAMUEL, PLS
JERROD DAVIS
MATHEW McCONNELL
NARRATIVE
(MONROVIA) \N441-.
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BUTTON BRUSH AVENUE r.
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(ASPHALT SURFACE)
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THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO TO REMONUMENT THE SOUTH 1/4 CORNER OF SECTION 9,
T18S, R12E, W.M. THE SECTION CORNER MONUMENT WAS MOST LIKELY DESTROYED DURING SEWER CONSTRUCTION ALONG
BROSTERHOUS ROAD FOR VARIOUS PLATS DEVELOPED BETWEEN 2000 AND 2005.
DESCRIPTION OF CORNER EVIDENCE FOUND:
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LOT 225
SECTION 9
SECTION 16
31" DBH JUNIPER
O SEE CSO4893 &
CS004896 ,y
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FIRE HYDRANT PAD
30" DBH
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TWIN JUNIPER
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MONUMENT DETAIL
THE COORDINATES AND STANDARD DEVIATIONS
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.
CORNER DESIGNATION
T18S R12E
9
S 1/4
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
FOUND 2" BRASS CAP
IN CONCRETE PER
OCRR 2074
COCS POINT It
1020
COCS MARK NAME:
18120904
1Q
NORTHING:
372,771.52 ift t0.03
EASTING:
3,297,221.70 ift t0.02
ORTHO HT:
3,740.78 ift t0.04
TRANSFORMATION:
DESCHUTES 13
FOUND STEEL
AXLE/ROD DOWN 2.25'
IN DRAIN PIPE
CTR. 1/4 COR.
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SEC. COR.
S8 S9 S89'48'03"W 2604.43' (MEAS) S9
S17 S16 S8948'09"W 2604.53' (MONROVIA) S16
1/4 COR.
06-08-1869
ORIGINAL (GLO) SUBDIVISION OF T18S, R12E, WILLAMETTE MERIDIAN, DAVID P. THOMPSON, DEPUTY
FOUND 31" DIAMETER JUNIPER BEARS S710E 49.0't (RECORD S70-E 48.70). BEARING MEASURED TO THE CENTER OF THE JUNIPER,
SURVEYOR, UNDER JOINT CONTRACT NO. 131, SET STONE 18X8X8 FOR 1/4 SECTION CORNER (NO BEARING
DISTANCE MEASURED TO SIDE CENTER, NO NAIL FOUND
TREES FOR THIS CORNER WERE NOTED IN GLO NOTES).
07-10-1920
R.B. GOULD'S PRIVATE FIELD BOOK #18, PAGE 82, FIELD NOTES FOR DAVIS FARM PLAT, BURIED STONE (ORIG.
FOUND 3(r DIAMETER TWIN JUNIPER BEARS S410E 76t (MEASURED REFLECTORLESSLY OVER 6' HIGH FENCE) TO THE NORTH
1/4 COR.) AND MARKED IT WITH A CROSS. (S. 114 COR.16-18-12 SIPCHENS).
TRUNK OF THE SOUTH BRANCH OF A TWIN JUNIPER (RECORD S30-E 77.41), DUPLEX NAIL NOT FOUND
NO DATE
R.B. GOULD'S PRIVATE CALCULATION BOOK #12, PAGE 95, SHOW TIE TO 1/4 CORNER, NO MONUMENT
DESCRIPTION.
701 FOUND 5/8" IRON ROD, NO CAP, BENT TIED POINT OF ENTRY, AT ALLEY CENTERLINE PER COPPER SPRINGS ESTATES, PHASE 1
01-15-1931
(RD02410) SIPCHEN RD LOC, R.B. GOULD, DESCHUTES COUNTY FIELD BOOK #61, PAGE 57, SHOWS S 1/4 COR.
702 FOUND 518" IRON ROD WITH YPC MARKED "DOWL" PER MONROVIA (CS21408)
F SEC. 9, N 114 COR. OF SEC. 16, T18S, R12E, W.M. STEEL AXLE BURIED 8" UNDER GROUND.
704 FOUND 5/8" IRON ROD WITH YPC MARKED "DOWL" PER MONROVIA (CS21408)
1932
(CS06069PLAT OF BROSTERHOUS TERMINAL TRACTS BY ROBERT B. GOULD, ENGINEER, SHOWS TIE TO
CORNER,- BURIED A STEEL BAR, 1 12- X 30" IN SIZE THE TOP OF WHICH IS EIGHT INCHES BELOW GROUND.
I REESTABLISH THIS CORNER BY HOLDING 50.00' ALONG THE SECTION LINE FROM THE SOUTHEAST CORNER OF LOT 1 OF
12-28-1932
(RD02207) THE SIPCHEN ROAD, DESCHUTES COUNTY, E. RISEN, SHOWS STATION TIE TO N 114 SEC 16, AND S 114
MONROVIA BRIAN COURSEN FOUND R/W MONUMENTS ALONG THE SECTION LINE SHOWN ON HIS BOUNDARY RESOLUTION OF
CORNER SECTION 9, T18S, R12E, NO MONUMENT DESCRIPTION.
MONROVIAAND I ACCEPT THIS TO BE THE BEST AVAILABLE EVIDENCE OF THE CORNER POSITION. WE ALSO RECOVERED TWO
11-16-1940
CITY OF BEND SURVEYS CIRCA 1940, DESCHUTES COUNTY MISCELLANEOUS RECORDS, PAGE 112, SHOWS TIE
BEARING TREES (NOT ORIGINAL GLO) PER RDCC 526, CSO4893, AND CSO4896. WE COULD NOT FIND ANY NAILS IN THESE TREES TO
TO CORNER,1-1/2' X 30" STEEL BAR, 8" DEEP.
HOLD FOR PRECISE CALCULATION OF THE CORNER POSITION, BUT THEY ARE HARMONIOUS WITH THE POSITION OF THE SECTION
NO DATE
(CS06C 70) PLAT OF SURVEY, SURVEYOR UNKNOWN, SHOWS TIE TO S 1/4 COR. SEC. 9, T.18S, R.12E, W.M., NO
CORNER AS REESTABLISHED HEREON.
MONUMENT DESCRIPTION (APPARENT TRACING OF "BROSTERHOUS TERMINAL TRACTS").
2-11-1964
(CSFIELD NOTES ON FILE AT THE DESCHUTES COUNTY SURVEYOR'S OFFICE FOR THE LEAGJELD
SURVEY 13Y JEAN WM. HAWTHORNE, LS 454, SHOWS REFERENCES TO THE CORNER, BUT DOES NOT DESCRIBE
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE CORNER MONUMENT.
- NE'LY 36.80' 20" P. PINE
AT THE POSITION DESCRIBED ABOVE, SET A 1-12' DIAMETER STEEL WASHER AND 6" LONG 60D SPIKE AT THE FLOWLINE OF THE
- SE'LY 48.97' 12" JUN. OLD BLAZE ON FACE
CURB IN ASPHALT, MARKED AS SHOWN ABOVE, WITH WASHER BENT AGAINST WEST CURB FACE OF THE PEDESTRIAN TRAFFIC
- SW'LY 59.01' 20" JUN. OLD BLAZE ON FACE
ISLAND, FROM WHICH A SET 1-118" DIAMETER BRASS MARKER (WITH ANCHORING PLUG AND MAGNET) MARKED:
- NWN'LY 4226 14" JUN. OLD BLAZE ON FACE
A "DCSO A" FLUSH ON TOP OF CURB, BEARS N47°49'30"W 28.44'
02-03-1966
((CS03991)) SUBDIVISION OF SECTION 16 BY ROBERT W. ARNDORFER, PLS 535, SET SPIKE IN PAVEMENT USING
MONUMENTS AND DISTANCES SHOWN ON PLAT OF SURVEY BY JEAN HAWTHORNE DATED APRIL 3, 1964.
B. "DCSO B" FLUSH ON TOP OF CURB, BEARS N53'03' E 31.96'
12-01-1966
(CS03978) SURVEY BY RICHARD P. HANKINS, PLS 687, SHOW TIE TO 1/4 CORNER, NO MONUMENT
DESCRIPTION.
C. "DCSO C" FLUSH ON NW CORNER OF CONCRETE FIRE HYDRANT PAD, BEARS S50.19-ME 32-19
11-13-1972
(CS03871) SURVEY BY DARREL E- EDWARDS, PLS 741, SHOWS TIE TO 1/4 CORNER, SPIKE.
03-27-1974
(CSO4896) SECTION SURVEY BY JAMES E. BUSSARD, PLS 599, SET 3" BRASS CAP IN MONUMENT BOX, NO.
/4 SEC 16-18-12 FOUND SPIKE IN PAVEMENT 2' WEST OF SIPCHEN ROAD CENTERLINE W/ 1 R.P.
D. "DCSO D" FLUSH ON TOP OF CURB, BEARS S26'20'3U'W 55.60'
- COORD. N.18615.055, E- 2652827.
NOTE: BEARINGS TO ACCESSORIES MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) BY GPS AND TOTAL STATION.
- R.P.S.:
- S70-E 48.79 20" JUN. (FND.).
- N60-E 36.70' 30" P. PINE (SET).
- N85"W 31.82' 14" JUN. (SET).
BASIS OF BEARINGS
03-27-1974
(CSO4893) SURVEY BY JAMES E. BUSSARD, PLS 599, SET 3" BRASS CAP IN MONUMENT BOX, NO. 114 SEC
16-18-12 FOUND SPIKE IN PAVEMENT 2' WEST OF SIPCHEN ROAD CENTERLINE W11 R.P.
BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL
- COORD. N. 18615.055, E. 2652827.
OREGON COORDINATE SYSTEM (COGS). THE BASIS OF BEARINGS FOR THIS SURVEY IS
- R.P.S.:
DEFINED AS FOLLOWS:
- S70-E 48.70' 20" JUN. (FND.)
LINEAR UNIT: INTERNATIONAL FOOT im)
- N60-E 36.70' 30" P. PINE (SET)
ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991)
REGISTERED
- N85-W31.8714" JUN. (SET)
PROJECTION: TRANSVERSE MERCATOR
PROFESSIONAL
11-23-1976
(CS03980) SURVEY BY EDGAR W. GRAVES, PLS 980, SHOWS TIE TO CORNER, FD. SPIKE.
LATITUDE OF GRID ORIGIN: 43000'00" N
LAND SURVEYOR
LONGITUDE OF CENTRAL MERIDIAN: 121'17'00" W
01-11-1977
(CS03833) MINOR PARTITION 77-160 SURVEY BY CENTURY WEST ENGINEERING, SHOWS TIE TO SOUTH 114
NORTHING AT GRID ORIGIN: 0.000 ift
CORNER SECTION 9, BRASS CAP.
EASTING AT CENTRAL MERIDIAN: 3,300,000.000 ift
03-15-1977
(RD02621) BROSTERHOUS ROAD CENTERLINE TRAVERSE, DESCHUTES COUNTY FIELD BOOK #124, PAGE 5,
TO SECTION W.M.
SCALE FACTOR ON CENTRAL MERIDIAN: 1.00016 (EXACT)
NL/�
SHOWS CORNER, BRASS CAP -1/4 CORNER COMMON 9 & 16, T18S, R12E,
03-29-1977
(RD02598) BROSTERHOUS ROAD - KNOTT ROAD P.V.0 # 3, SECTION CORNER TIES, DESCHUTES COUNTY FIELD
O R E G 0 N
BOOK #123B, PAGE 11, SHOWS CORNER, NO MONUMENT DESCRIPTION.
ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES
DECEMBER 28, 2009
10-10-1977
(CS03838) SURVEY BY RICHARD L. BRYANT, PLS 920, SHOWS TIE TO SOUTH 114 CORNER, SECTION 9,
BASED UPON THE PRECEDING PROJECT DEFINITION. THE BASIS OF BEARINGS IS
BRASS CAP.
GEODETIC NORTH. NOTE THAT THE GRID BEARINGS SHOWN HEREON (OR IMPLIED BY
KEVIN R. SAMUEL
03-27-1979
RD02699) BROSTERHOUS ROAD TRAVERSE, DESCHUTES COUNTY FIELD BOOK #132, PAGE 15, SHOWS
GRID COORDINATES) DO NOT EQUAL GEODETIC BEARINGS DUE TO MERIDIAN
77040PLS
CORNER, FND. BRASS CAP.
CONVERGENCE.
RENEWS: 6�30�202fi
CIRCA 1980
RDCC 526) SECTION CORNER DESCRIPTION CARD 526 BY D.C. ROAD DEPT. (UNOFFICIAL RECORD),
LOCATED AT THE DESCHUTES COUNTY ROAD DEPT. ENGINEERING VAULT
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.
'
REFERENCES. SHOWS FND. B.C. UNDER METAL COVER S 1/4 COR. SEC_ 9:
- DUPLEX NAIL 3.7 UP SW SIDE 14" DIAMETER JUNIPER TREE, S30"E 77.41'
- FINISH NAIL 3.7 UP N. SIDE 18" DIAMETER TWIN JUNIPER TREE, N84;N31.78'
*NOTE, THE DESCRIPTIONS OF THE BEARING TREES ON THIS CARD ARE TRANSPOSED, IE THE TWIN JUNIPER
WAS FOUND IN THE SE QUADRANT, WHERE THE LOCATION OF THE BEARING TREE DESCRIPTION ON THE CARD
INDICATES THE TWIN JUNIPER IS THE WES TERL Y BEA RING TREE
TYPE OF REPORT
CONDITION ONLY:
RENEWED: X
SURVEYED IN: X
REFERENCED OUT: X
NOT TO SCALE
INDEX FILE NO:
2 0 :73
ALPHANUMERIC
CORNER NUMBER:
18120904
FOUND 2" BRASS CAP,
DOWN 1.5', IN
MONUMENT WELL
SEE OCRR 0411
SEC. COR.
S89'40'43"E 2570.82' (MEAS) S9 1 S10
S89'40'35"E 2570.64' (CS19963) S161 S15
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS (CONTINUED
08-20-1992 (CS11238) BOUNDARY SURVEY BY JEFF A KERN, PLS 1081, FD. BRASS CAP S 1/4 CORNER C.W.E.C.
06-17-1998 (CS13346) LOT LINE ADJUSTMENT SURVEY DAVID K BATEMAN, PLS 1068, FILED 07-17-1998, SHOWS
CORNER, FOUND BRASS CAP IN MONUMENT BOX).
05-18-1999 CS13646) RECORD OF SURVEY BY DAVID R. WILLIAMS, PLS 2586, SHOWS TIE TO CORNER, FOUND BRASS
CAP IN MONUMENT BOX FOR SOUTH 114 CORNER OF SECTION 9.
08-13-1999 ((CS13743) SURVEY BY GEORGE R. HARTMAN, PLS 2070, SHOWS 114 CORNER S9/S16, FOUND 3" BRASS CAP
IlV MONUMENT BOX 5" BELOW ROAD SURFACE.
1210-1999 (CS13870) SURVEY BY DAVID R. WILLIAMS, PLS 2686, SHOWS TIE TO CORNER, FOUND BRASS CAP IN
MONUMENT BOX FOR SOUTH 1/4 CORNER OF SECTION 9.
02-01-2000 CS13955) LOT LINE ADJUSTMENT SURVEY BY MICHAEL W. TYE, PLS 1046, SHOWS SHOWS S 1/4 CORNER, FD. 3"
BRASS CAP.
FEB. 2000 (CS14127) FOXBOROUGH - PHASE 1 BY BRIAN W. REEVES, PLS 2677, FILED 07-24-2000, SHOWS TIE TO CORNER,
FOUND BRASS CAP.
10-24-2000 CS14227) BOUNDARY LINE ADJUSTMENT SURVEY BY DAVID R. WILLIAMS, PLS 2686, SHOWS TIE TO CORNER,
FOUND BRASS CAP IN MONUMENT BOX FOR SOUTH 1/4 CORNER OF SECTION 9.
MAY 2001 (CS14522) FOXBOROUGH - PHASE 2 BY BRIAN W. REEVES, PLS 2677, FILED 06-15-2001, SHOWS TIE TO CORNER,
FOUND 33'" BRASS CAP 18120904.
05-25-2001 CS14506) RECORD OF SURVEY BY STEVEN R. HANNAS, PLS 47021, SHOWS TIE TO SOUTH 1/4 CORNER
SECTION 9, FOUND 3" BRASS CAP.
AUG 2W1 (CS14608) LARKSPUR VILLAGE, PHASES I AND II BY BRIAN W. REEVES, PLS 2677, FILED 08-29-2001, SHOWS TIE
TTO N 1/4, 3" BRASS CAP.
03-18-2002 (CS14937) LARKSPUR VILLAGE, PHASES III AND IV BY BRIAN W. REEVES, PLS 2677, FILED 04-26-2002, SHOWS TIE
TO N 1/4, 3" BRASS CAP.
04-25-2002 (CS14942) LOT LINE ADJUSTMENT SURVEY BY DOYLE R. GILLILAND, PLS 2666, SHOWS TIE TO N 1/4 CORNER,
FOUND BRASS CAP.
06-27 2002 (CS15073) SURVEY BY DOYLE R. GILLILAND, PLS 2656, SHOWS TIE TO CORNER, S 1/4 CORNER FD. 2" BRASS
CAP.
12-13-2002 CS15203) PAULINA PEAKS, PHASE 1 BY WILLIAM P. COLISCH. PLS 2659, SHOWS TIE TO 1/4 SECTION CORNER,
FOUND BRASS CAP IN WELL
MAR 2003 (CS15380) LARKSPUR VILLAGE, PHASES V AND VI BY LYNN J. BRUNO, PLS 2335, FILED 05-16-2003, SHOWS TIE
0 N 114 CORNER, 3" BRASS CAP.
08-01-2003 (CS15487) LOT LINE ADJUSTMENT SURVEY BY RICHARD L. BRYANT, PLS 920, SHOWS TIE TO NORTH 1/4
CORNER, FOUND 2' BRASS CAP.
08-07-2003 (CS15498) LOT LINE ADJUSTMENT SURVEY BY RICHARD L. BRYANT, PLS 920, SHOWS TIE TO N 1/4 CORNER„
FOUND 2"BRASS CAP.
SEPT 2003 (CS15570) FOXBOROUGH - PHASE 4 BY LYNN J. BRUNO, PLS 2335, FILED 10-15-2003, SHOWS TIE TO CORNER,
N1/4 3" BRASS CAP.
11-05-2003 (CS15776) SUN MEADOW BY GARY E. PAUL, PLS 2698, FILED 03-02-2004, SHOWS TIE TO SOUTH 1/4 CORNER
SECTION 9,20 BRASS CAP.
014ro-2004 CS15717) LOT LINE ADJUSTMENT SURVEY BY MICHAEL W. TYE, PLS 1046, SHOWS TIE TO N 114 CORNER OF
SECTION 16, 2" BRASS CAP.
03-22-2004 (CS15915) MURPHY SUBDIVISION BY LINDA L. MILLER, PLS 2513, FILED 06-16-2004, SHOWS TIE TO N 1/4 COR.
SEC. 16, T.18S, R.12E, W.M.FD. 3" O.D. BRASS CAP IN MONUMENT BOX IN A.C.
09-30-2004 CS16287) SUN MEADOW NO.3 BY GARY E. PAUL, PLS 2698, FILED 02-16-2005, SHOWS TIE TO SOUTH 1/4
CORNER SECTION 9, 2" BRASS CAP.
11-05-2004 �M16284) COPPER SPRINGS ESTATES PHASE 1 BY JERRY C. POWELL, PLS 1919, FILED 0216-2005, SHOWS TIE
01/4 CORNER, 3" BRASS CAP.
12-16-2004 (CS16582) COPPER SPRINGS ESTATES PHASE 2 BY JERRY C. POWELL, PLS 1919, FILED 09-13-2005, SHOWS TIE
TO 1/4 CORNER, NO MONUMENT DESCRIPTION.
05-21-2007 ((CS17537) SOUTH POINT BY LINDA L MILLER, PLS 2513, FILED 10-25-2007, SHOWS TIE TO 114 COR.SEC.16, T.18S,
R.12E, W.M., FD. 3" BRASS CAP IN MONUMENT BOX IN AC.
03-01-2008 CS1776 RETRACEMENT SURVEY BY JOHN V. THATCHER, PLS 2681, FILED 07-08-2008, SHOWS CALCULATED N
114 CORER SECTION 16, NO MONUMENT DESCRIPTION.
08-23-2019 CS19773322)) PROPERTY LINE ADJUSTMENT SURVEY BY DIRK P. DURYEE, PLS 65694, SHOWS N 1/4 CORNER, NOT
SEARCHED FOR.
07408-2019 (CS19963) RECORD OF SURVEY BY MICHAEL S. KALI NA, PLS 89558, SHOWS 114 WAS SEARCHED FOR BUT NOT
LOCATED.
MAR 2020 CS20174) RECORD OF SURVEY BY ANDREW J. SILBERNAGEL, PLS 79198, FILED 03-31-2020, SHOWS
CALCULATED POSITION OF THE NORTH ONE -QUARTER CORNER OF SECTION 16, NO MONUMENT DESCRIPTION.
10-18-2024 (CS21408) MONROVIA BY BRIAN COURSEN, PLS 86998, DATED APRIL 2024, SHOWS TIE TO 1/4 CORNER, NO
MONUMENT DESCRIPTION, CALCULATED POSITION SHOWN.
DESCHUTES COUNTY SURVEYOR'S OFFICE OREGON CORNER RESTORATION RECORD
61150 S.E. 27TH STREET BEND' OREGON 97702 PHONE 541-38"581 SOUTH 1/4 CORNER SECTION 9
LT18S, R 12E, W.M.
PROJECT :CT36 DATE:10-21-2024 DRAWN BY: JKD CHECKED BY: JDP KRS CITY OF BEND, DESCHUTES COUNTY, OREGON
FlLE NAME: J: CAD Pro' is Surve in OCRR-CORNER CARDS 18120904 CT36 Brosterhous-Buttonbrush DWG CT36 18120904.dw
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