HomeMy WebLinkAboutSurvey 21247RECORD OF SURVEY
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE NW 1/4, NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE 1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
NARRATIVE:
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH A CONTROL NETWORK, RESOLVE A
PORTION OF THE CENTERLINES AND RIGHTS OF WAY OF BEAR CREEK ROAD, NE 27TH
STREET, NE PURCELL BOULEVARD AND PETTIGREW ROAD, AND THE PERPETUATION OF
EXISTING MONUMENT POSITIONS WITHIN THE PROJECT AREA THAT COULD BE DISTURBED
OR DESTROYED DURING CONSTRUCTION ACTIVITIES.
W.R. WILKINSON ROAD:
W.R. WILKINSON ROAD WAS ESTABLISHED BY CROOK COUNTY COMMISSIONERS JOURNAL
4, PAGE 189 IN 1908. THE ESTABLISHED RIGHT-OF-WAY WIDTH WAS 60 FEET, BEING
30 FEET ON EACH SIDE OF CENTERLINE. NO FORMAL MAP OF THE ESTABLISHMENT WAS
FOUND IN THE RECORDS OTHER THAN THE PROPOSED LOCATION AS SURVEYED BY W.R.
MCFARLAND, CROOK COUNTY SURVEYOR, AND DESCRIBED IN THE SURVEYOR'S REPORT
DATED SEPTEMBER 1907. THE PROPOSED LOCATION PER SAID SURVEYOR'S REPORT IS
SHOWN HEREON FOR REFERENCE AS THE BEST EVIDENCE FOR THE LOCATION OF THE
ORIGINALLY ESTABLISHED ROAD. IT IS BELIEVED THAT W.R. WILKINSON ROAD BECAME THE
PRESENT DAY LOCATION OF BEAR CREEK ROAD.
BEAR CREEK CENTERLINE:
THE ABOVE MENTIONED W.R. WILKINSON ROAD LOCATION OVERLAPS IN A MEANDERING
FASHION OVER PORTIONS OF THE PRESENT DAY AS -BUILT BEAR CREEK ROAD. MANY OF
THE NON OVERLAPPING AREAS HAVE BEEN ACCOUNTED FOR WITH PLAT AND DEED
DEDICATIONS. THERE WERE AREAS IDENTIFIED FOR POSSIBLE LEGALIZATION WHICH WERE
CONVEYED TO THE CLIENT. AS SUCH, THE CALCULATED CENTERLINE FOR BEAR CREEK
ROAD SHOWN HEREON, WAS ESTABLISHED BY ANALYZING ALL RECORD SURVEYS AND
FOUND MONUMENTS FOR WHICH THOSE WHO SHARE A SIDELINE WITH HAVE COME TO
RELY UPON OVER THE YEARS. ORTHOGRAPHIC IMAGERY WAS ALSO COLLECTED TO
COMPARE SAID CALCUVTED CENTERL11NE TO THE AS -BUILT CENTE9LINE AND BOTH ARE
IN A HIGH LEVEL OF A4'RFEMENT.
BEAR CREEK ROAD (WEST OF NE 27TH STL
THE CENTERLINE OF BEAR CREEK ROAD FOR THIS SURVEY STARTS AT STATION
21 +38.49, WHICH IS COINCIDENT WITH THE END OF PROJECT STATION PER RECORD OF
SURVEY FOR LEGALIZATION OF A PORTION OF BEAR CREEK ROAD FILED AS COUNTY
SURVEY 18097 (CS18097). RECORD BEARING AND DISTANCE PER CS18097 WERE HELD
FROM THE QUARTER CORNER COMMON TO SECTIONS 3 & 34, MONUMENT 313, TO THE
STARTING STATION. THE CENTERLINE WAS THEN PROJECTED EASTERLY PER CS18097 TO
THE INTERSECTION WITH THE CENTERLINE AS SHOWN ON THE PLAT OF PROPHET'S
DEN -FIRST ADDITION WHICH WAS CALCULATED BY HOLDING FOUND MONUMENTS 101 &
111 AND OFFSETTING 40' SOUTH.
THE SECTION LINE COMMON TO SECTIONS 3 & 34 WAS HELD AS THE CENTERLINE FOR
THAT PORTION EAST OF THE COMMON QUARTER OF SAID SECTIONS 3 & 34 TO THE
SECTION CORNER OF SECTIONS 2, 3, 34 & 35, MONUMENT 302. SAID QUARTER CORNER
AND SECTION CORNER WERE HELD AT PUBLISHED CENTRAL OREGON COORDINATE SYSTEM
(COCS) COORDINATES AS OUR SURVEYED POSITIONS AGREED AT A HIGH LEVEL WITH SAID
PUBLISHED COORDINATES.
BEAR CREEK ROAD (EAST OF NE 27TH ST:
THE PLAT OF SKYVIEW TERRACE WAS UTILIZED TO CALCULATE THE CENTERLINE HEADING
EAST FROM THE SECTION CORNER COMMON TO 2, 3, 34 & 35. RECORD DIMENSIONS
PER SAID PLAT WERE HELD TO SAID SECTION CORNER AND ROTATED TO INTERSECT THE
WESTERLY PROJECTION OF THE CENTERLINE AS SHOWN ON PARTITION PLAT NO. 1995-41
(CS12347) WHICH WAS CALCULATED BY HOLDING FOUND MONUMENTS 156 & 175 AND
OFFSETTING 30' SOUTH. FOUND CENTERLINE MONUMENTS 319 AND 320 SET PER QUAIL
RUN PHASE 1 & PHASE 2, AGREED VERY WELL WITH SAID WESTERLY EXTENSION.
SAID FOUND MONUMENT 175 WAS HELD FOR THE P.C. PER SAID PARTITION PLAT NO.
1995-41. THE RECORD RADIUS WAS HELD AND THE CENTRAL ANGLE WAS ADJUSTED SO
THE EASTERLY TANGENT EXTENSION INTERSECTED FOUND MONUMENT 201. THE
CENTERLINE WAS THEN CALCULATED BY OFFSETTING THE RESULTING CURVE AND
EASTERLY TANGENT EXTENSION 30' SOUTH.
SAID FOUND MONUMENT 201 AND RECORD DISTANCE PER BOUNDARY SURVEY BY
GEORGE J. COOK (CS03073) FROM THE QUARTER CORNER COMMON TO SECTIONS 2 &
5, NORTH ALONG THE NORTH -SOUTH CENTER SECTION LINE WERE HELD AND THE
CENTERLINE CALCULATED BY OFFSETTING 30' SOUTH.
THE CENTERLINE STATIONING FOR THIS PROJECT ENDS AT STATION 82+63.01 AT A POINT
ON THE NORTH -SOUTH CENTER SECTION LINE OF SAID SECTION 35.
SHEET INDEX:
SHEET 1: NARRATIVE, PROJECT OVERVIEW
SHEET 2: CONTROL NETWORK PROCEDURE,
BASIS OF BEARINGS, HORZ/VERT DATUM,
PRIMARY CONTROL TABLE, SHEET INDEX
SHEET 3: SURVEY REFERENCES
SHEET 4 - 11: CENTERLINE RESOLUTION DETAIL
SHEET 12 - 14: FOUND MONUMENT TABLES,
SECONDARY CONTROL TABLES
JANUARY, 2024
NARRATIVE:
N.E. 27TH STREET (HWY 20 TO BEAR CREEK)
THIS PORTION OF N.E. 27TH STREET WAS ORIGINALLY ESTABLISHED AS P.H. DENSER
ROAD BY CROOK COUNTY COMMISSIONERS JOURNAL 4, PAGE 268 ON NOVEMBER 5,
1908 WITH A 40' WIDTH. ARNOLD MARKET ROAD WAS SEQUENTIALLY ESTABLISHED PER
DESCHUTES COUNTY COMMISSIONERS JORNAL 2, PAGE 318 ON SEPTEMBER 6, 1928
WITH AN 80' WIDTH AND HAS BEEN RELIED UPON BY PREVIOUS SURVEYOR'S AS HAVING
A 30' WEST HALF WIDTH AND 50' EAST HALF WIDTH. IT SHOULD BE NOTED THAT THE
MAP OF ARNOLD MARKET ROAD NO. 6 BY ROBERT B. GOULD DATED 1928 AND THE
ASSOCIATED FIELD BOOK NOTES, APPEAR TO DEPICT AND DESCRIBE THE CENTERLINE
CLOSELY FOLLOWING AND ALSO DEVIATING FROM THE SECTION LINE IN CERTAIN AREAS.
IT DOES NOT APPEAR THIS CENTERLINE WAS ADOPTED BY LOCAL SURVEYORS AS THE
OVERWHELMING MAJORITY OF SURVEY RECORDS RELY UPON THE SECTION LINES AS
BEING THE CENTERLINE. SAID ROBERT B. GOULD CENTERLINE IS SHOWN HEREON FOR
REFERENCE.
THE CENTERLINE WAS CALCULATED ALONG THE SECTION LINE BETWEEN THE QUARTER
CORNER COMMON TO SECTIONS 34 & 35 AND THE SECTION CORNER COMMON TO
SECTIONS 2, 3, 34 & 35. SAID QUARTER CORNER WAS NOT TIED PER THIS SURVEY BUT
HELD AT PUBLISHED CENTRAL OREGON COORDINATE SYSTEM (COCS) COORDINATES.
STATIONING FOR THE 27TH STREET CENTERLINE IS ARBITRARY IN NATURE BEGINNING AT
STATION 00+00.00 AT A POINT 1306.46 FEET NORTH ALONG THE CALCULATED SECTION
LINE FROM THE SECTION CORNER COMMON TO 2, 3, 34 & 35, MONUMENT 302.
N.E.
27TH STREET (BEAR CREEK TO REED MARKET
THIS
PORTION OF N.E. 27TH STREET WAS ORIGINALLY ESTABLISHED
AS
F.A. HUNNELL
ROAD
BY CROOK COUNTY COMMISSIONERS JOURNAL 4, PAGE 213
ON
MARCH 5, 1908
WITH
A 40' WIDTH. AS NOTED ABOVE, ARNOLD MARKET ROAD WAS
SEQUENTIALLY
ESTABLISHED WITH AN 80' WIDTH FOR THAT PORTION STARTING AT
ITS
INITIAL POINT TO
THE
SOUTH BOUNDARY OF SECTION 2, HAVING SAID RELIED UPON
30'
WEST HALF WIDTH
AND
50' EAST HALF WIDTH.
THE CENTERLINE WAS CALCULATED ALONG THE SECTION LINE BETWEEN SECTIONS 2 & 3
BY HOLDING PUBLISHED CENTRAL OREGON COORDINATE SYSTEM (COCS) COORDINATES AT
THE NORTH SECTION CORNER, QUARTER CORNER AND SOUTH SECTION CORNER COMMON
TO SAID SECTION 2 & 3 AS OUR SURVEYED POSITIONS FOR SAID CORNERS AGREED AT
A HIGH LEVEL WITH SAID PUBLISHED COORDINATES.
PURCELL BOULEVARD:
PURCELL BOULEVARD WAS ESTABLISHED BY PLAT AND DEED DEDICATIONS, AS
REFERENCED HEREON. THE CENTERLINE WAS CALCULATED BY HOLDING THE THE EAST
1/16 CORNER COMMON TO SECTIONS 3 AND 34, FOUND MONUMENT 316, AND FOUND
CENTERLINE MONUMENTS PER THE PLAT OF TWIN KNOLLS INDUSTRIAL PARK.
STATIONING FOR PURCELL BOULEVARD IS ARBITRARY IN NATURE BEGINNING AT STATION
00+00.00 AT SAID FOUND EAST 1/16 CORNER, MONUMENT 316.
PETTIGREW ROAD:
PETTIGREW ROAD WAS ESTABLISHED BY DESCHUTES COUNTY COMMISSIONERS JOURNAL 8,
PAGE 259 ON FEBRUARY 7, 1962 WITH A 50' WIDTH BEING 25' EACH SIDE OF THE
CENTERLINE (THIS WIDTH APPLIES TO THAT PORTION WITHIN THE EXTENTS IN THIS
SURVEY).
THE CENTERLINE WAS CALCULATED BY HOLDING THE EAST 1/16 CORNER COMMON TO
SECTIONS 3 AND 34, FOUND MONUMENT 316, THROUGH FOUND MONUMENT 317.
STATIONING FOR PETTIGREW ROAD IS ARBITRARY IN NATURE BEGINNING AT STATION
00+00.00 AT SAID FOUND EAST 1/16 CORNER.
NO UNUSUAL CIRCUMSTANCES WERE ENCOUNTERED DURING THE COURSE OF THE FIELD
SURVEY OR PREPARATION OF THIS MAP.
NO CERTIFICATE IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS RELATIVE
TO ANY RECORD PROPERTY LINES OTHER THAN THE LOCATION AT WHICH THEY WERE
FOUND AND TIED PER THIS SURVEY.
STA.
21 +38.49
STA.
82+63.29
JI-
65+37.80
CENTERLINE STATIONING OVERVIEW
NOT TO SCALE
!MESCHUTEScouun sunmar.,
bl Z3 Zov1 'ftw-c'o[jf!3sS
SHEET 1 OF 14
Na
' 2 124
2301710
RECORD OF SURVEY
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE NW 1/41 NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE 1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
LOCATION
NOT TO SCALE
PILOT BUTTE e
cn
0) I�J_pza��
w
FT
1
HORIZONTAL DATUM:
THE HORIZONTAL DATUM' FOR THIS SURVEY IS NAD 1983(91) BASED ON THE
CENTRAL OREGON COORDINATE SYSTEM (COCS). COORDINATES AND DISTANCES
SHOWN HEREON ARE AT GROUND, INTERNATIONAL FEET.
VERIFICATION TIES WERE MADE TO COCS CONTROL MARK GIS004 AND GIS005
HAVING THE FOLLOWING I PUBLISHED COORDINATES.
GIS004 POINT 140)
NORTHING:
383272.94
EASTING:
3304044.30I
GIS005 (POINT 149)
NORTHING:
383396.68
EASTING:
3305237.78�
VERTICAL DATUM:
THE VERTICAL DATUM FOR THIS SURVEY IS NGVD29 BASED ON THE CENTRAL
OREGON COORDINATE SYSTEM (COCS).
VERIFICATION TIES WER-I MADE TO COCS CONTROL MARK GIS004 AND GIS005
HAVING THE FOLLOWING PUBLISHED ELEVATION.
GIS004 POINT 140)
ELEVATION: 3661.84
GIS005 ,POINT 149)
ELEVATION: 3651.73
JANUARY, 2024
0�
33 34
�2 4 i3
N
CONTROL NARRATIVE:
U.S. HIGHWAY 20
U
o �-
> W
m Nui
W
w N
W
W D
SHEET 4 � i� Z SHEET 5
I
►+� BEAR CREEK ROAD
W w
> o
� I
Z Q'
SLD
U �W
IW
cn
PRIMARY CONTROL POINTS 1 THROUGH 8 WERE ESTABLISHED BY A LEAST
SQUARES ADJUSTED STATIC GPS NETWORK, CONSTRAINED BY CENTRAL
OREGON COORDINATE SYSTEM (COCS) CONTROL MARK STEVENS AND PILOT
BUTTE.
PRIMARY CONTROL POINTS 1 & 2 WERE ESTABLISHED IN SAID NETWORK FOR
AN UNRELATED PHASE OF THE PROJECT, SHOWN HEREON FOR REFERENCE
ONLY.
SECONDARY CONTROL POINTS SHOWN HEREON WERE ESTABLISHED BY
CONVENTIONAL TRAVERSE BETWEEN SAID PRIMARY CONTROL POINTS.
DIGITAL DIFFERENTIAL LEVEL LOOPS WERE PERFORMED THROUGH BOTH
PRIMARY AND SECONDARY CONTROL POINTS, HOLDING THE ELEVATION OF
PRIMARY CONTROL POINT 4.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS IS NORTH 00'06'13" EAST DETERMINED BY
PUBLISHED COCS COORDINATES BETWEEN THE NORTHEAST SECTION CORNER
AND EAST 1/4 CORNER OF SECTION 3.
PRIMARY CONTROL
POINTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1
383341 .39
3297466.99
3687.47
1-1/8
INCH
COPPER
CAP
STAMPED
"SF
LAND
SERVICES
1 "
2
383238.98
3299737.23
3659.59
1-1/8
INCH
COPPER
CAP
STAMPED
"SF
LAND
SERVICES
2"
3
383326.58
3301910.27
3663.93
1-1/8
INCH
COPPER
CAP
STAMPED
"SF
LAND
SERVICES
3"
4
383255.63
3305245.79
3653.43
1-1/8
INCH
COPPER
CAP
STAMPED
"SF
LAND
SERVICES
4"
5
384518.42
3305222.33
3625.52
1-1/8
INCH
COPPER
CAP
STAMPED
"SF
LAND
SERVICES
5"
6
383312.38
3307921 .10
3650.77
1-1/8
INCH
COPPER
CAP
STAMPED
"SF
LAND
SERVICES
6"
7
380431 .'45
3305217.92
3687.40
1-1/8
INCH
COPPER
CAP
STAMPED
"SF
LAND
SERVICES
7"
8
377966.198
3305149.01
3697.33
1-1/8
INCH
COPPER
CAP
STAMPED
"SF
LAND
SERVICES
8"
PILOT BUTTE
386640.,67
3300025.69
4138.33
3-1/2
INCH
BRASS
CAP
IN CONCRETE
STEVENS
378026 98
3306786.19
3703.46
3 INCH
BRASS CAP IN CONCRETE
- SEE SHEET 14 FOR SECONDARY CONTROL POINTS TABLES
LEGEND:
SUNBURST COURT
TAX LOT LINE
SHEET BREAKDOWN
PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE THIS SHEET
FDESC COUNTY SURVEYOR
Ot ZS oz ys t✓t S
PORTLAND. VANCOUVER. BEND. SEASIDE. PHOENIX
901 NW CARLON AVE, SUITE 3
BEND, OR 97703
(541) 797-0954
WWW.SFLANDS.COM
DATE JOB NO.
1710-ROS.dwq I JAN. 18, 2024 1 2023-017-10
EMAIL: INFO@SFLANDS.COM
C
m=01
SURVEY FOR:
SHEET 5
BEAR CREEK ROAD
-DARNEL AVENUE
{W -
_'\ W
SHEET 6
0 00.0000
L--4 x
.00
CITY OF BEND
BEAR CREEK AND 27TH STREET
IMPROVEMENT PROJECT
SD/JL I HTF I BRR I CITY OF BEND, DESCHUTES COUNTY, OREGON
SHEET 2 OF 14
REGISTERED
PROFESSIONAL
LAND SURVEYOR
&I( /-o� *Q
OREGON
MAY 11, 2021
BRAD R. RHOADES
91917PLS
RENEWS: 12/31 /2024
' 2 12471-
RECORD OF SURVEY
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE NW 1/4, NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE 1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
JANUARY, 2024
ud
r%z
ra
SURVEY
REFERENCES:
(A)
CS17680
CLARENDON PLACE, PHASE I, BY KEVIN J. BLAKLEY, RECORDED MARCH 7, 2008
(KK) INTENTIONAL OMITTED ON THIS SURVEY
(B)
CS11697
HEALY MEADOWS, BY LYNN J. BRUNO, RECORDED DECEMBER 8, 1993
(LL) CS17508 PROPERTY LINE ADJUSTMENT, BY KEVIN J. BLAKLEY, FILED OCTOBER 2, 2007
(C)
CS15944
HOLLOW PINE ESTATES, PHASE VI, BY PETER A. MANLEY, RECORDED JUNE 30, 2004
(MM) CS06506 DALY ESTATES, BY GEORGE J. COOK, RECORDED JULY 15, 1970
(D)
CS05840
PARTITION PLAT NO. 1991-78, BY GEORGE COLVIN, RECORDED DECEMBER 5, 1991
(NN) CS20755 RECORD OF SURVEY, BY PATRICK G. COLE, FILED FEBRUARY 14, 2022
(E)
CS20253
RESIDE AT BEAR CREEK, BY DANIEL T. BURTON, RECORDED JUNE 30, 2020
(00) OREGON CORNER RESTORATION RECORD NO. 1661, BY W.C. KAUFFMAN, DATED SEPTEMBER 12,
2002
(F)
CS03595
RECORD OF SURVEY BY JOHN H. EATON, DATED MARCH 23 1968
(PP) CS18719 MARKETPLACE SUBDIVISION, BY KEITH S. DAGOSTINO, RECORDED JUNE 17, 2014
(G)
CS17815
RECORD OF SURVEY BY JEFFREY A. KERN, FILED SEPTEMBER 3, 2008
(QQ) CS21156 ACAPELLA, BY JASON L. SIES, RECORDED SEPTEMBER 8, 2023
(H)
CS03533
MINOR LAND PARTITION NO. MP-77-01, BY MICHAEL W. TYE, DATED JUNE 28, 1993
(RR) CS18021 RECORD OF SURVEY, BY KEVIN J. BLAKLEY, FILED JULY 28, 2009
(I) CS18342 RECORD OF SURVEY BY DAVID R. WILLIAMS, FILED DECEMBER 19, 2011
(SS) CS20208 KORAZON, BY DAVID A. CLONINGER, RECORDED APRIL 28, 2020
(J)
CS18561
PROPERTY LINE ADJUSTMENT, BY KEVIN J. BLAKLEY, FILED AUGUST 5, 2013
(TT) CS16916 PARTITION PLAT NO. 2006-31, BY RUSSELL M. KARL JR., RECORDED JUNE 6, 2006
(K)
CS11526
TWIN KNOLLS INDUSTRIAL PARK, BY FREDERICK A. AST, JR, RECORDED JUNE 12, 2009
(UU) CS16524 GARDENSIDE P.U.D - PHASE 1, BY DAVID R. WILLIAMS, RECORDED JULY 28, 2005
(L)
CS16739
PARTITION PLAT NO. 2006-01, BY JEFFREY A. KERN, RECORDED JANUARY 6, 2006
(VV) CS15648 DARNEL ESTATES PHASE 1, BY MICHAEL W. TYE, RECORDED DECEMBER 2, 2003
(M)
CS17209
SUNDANCE MEADOWS, BY PETER A. MANLEY, RECORDED JANUARY 29, 2007
(WW) CS03481 RECORD OF SURVEY, BY ROBERT M. KARL, DATED FEBRUARY, 1980
(N)
CS08117
M.W. ACRE TRACTS, BY GEO S. YOUNG, DATED JANUARY 3, 1911
(XX) CS14989 LOT LINE ADJUSTMENT, BY DOYLE R. GILLILAND, FILED JUNE 6, 2002
(0)
CS03585
RECORD OF SURVEY, BY JOHN H. EATON, DATED AUGUST 17, 1968
(YY) CS09772 RECORD OF SURVEY, BY MICHAEL W. TYE, DATED APRIL 20, 1976
(P)
CS19376
DANTILI HEIGHTS, BY ROBIN M. TYE, RECORDED JUNE 12, 2017
(ZZ) CS12711 RECORD OF SURVEY, BY ROBERT E. BAXTER, FILED SEPTEMBER 27, 1996
(Q)
CS11280
PARTITION PLAT NO. 1992-52, BY GEORGE COLVIN, RECORDED OCTOBER 26, 1992
(AAA) DESCHUTES COUNTY CONTROL MARK DATA SHEET, BY DESCHUTES COUNTY SURVEYOR'S OFFICE,
DATED 1988
(R)
CS12347
PARTITION PLAT NO. 1995-41, BY JEFFREY A. KERN, RECORDED OCTOBER 6, 1995
(BBB) BEAR CREEK ESTATES P.U.D, BY MICHAEL W. TYE, RECORDED JANUARY 25, 2006
(S)
CS19271
PARTITION PLAT NO. 2016-30, BY CHRISTOPHER R. MUNSON, RECORDED DECEMBER 16, 2016
(CCC) CS08976 PROPHET'S DEN -FIRST ADDITION, BY ROBERT M. KARL, RECORDED APRIL 25, 1980
(T)
CS17013
QUAIL RUN PHASE 1 & PHASE 2, BY CHRISTOPHER W. YOTTER-BROWN, RECORDED AUGUST 14,
2006 (DDD) CS03591 MAJOR PARTITION NO. 78-70, BY GEORGE J. COOK, DATED DECEMBER 26, 1978
(U)
CS09764
SKYVIEW TERRACE, BY WILLIAM W. HUDSON, RECORDED NOVEMBER 8, 1963
(EEE) CS03078 RECORD OF SURVEY, BY RICHARD P. HANKINS, DATED APRIL 17, 1968
(V)
CS09780
RECORD OF SURVEY, BY H.C. FERRIS, UNKNOWN DATE
(FFF) CS16760 TRADITIONS EAST, BY DAVID R. WILLIAMS, RECORDED FEBRUARY 1, 2006
(W)
OREGON
CORNER RESTORATION RECORD NO. 1825, BY KEVIN JAMES BLAKELY, DATED NOVEMBER 5, 2009
(GGG) CS03073 RECORD OF SURVEY, BY GEORGE J. COOK, DATED MAY 28, 1980
(X)
INTENTIONAL
OMITTED ON THIS SURVEY
(HHH) CS03454 MINOR LAND PARTITION NO. 79-157, BY DAVID C. HOERNING, DATED SEPTEMBER 28,
1979
(Y)
CS19654
RECORD OF SURVEY, BY PATRICK GAGE COLE, FILED MAY 24, 2018
(I11) INTENTIONAL OMITTED ON THIS SURVEY
(Z)
CS20974
RECORD OF SURVEY, BY SCOTT C. FRESHWATERS, FILED NOVEMBER 21, 2022
(JJJ) CS16645 SILVERADO, BY PETER A. MANLEY, RECORDED NOVEMBER 1, 2005
(AA)
CS12160
PARTITION PLAT NO. 1995-13, BY BRIAN W. REEVES, RECORDED APRIL 14, 1995
(KKK) OREGON CORNER RESTORATION RECORD NO. 961, BY MICHAEL L. TOMPKINS, DATED NOVEMBER
21, 1988
(BB) INTENTIONAL
OMITTED ON THIS SURVEY
(LLL) CS19355 RECORD OF SURVEY, BY JOHN K. LUCEY, FILED MAY 22, 2017
(CC) CS19191
PARTITION PLAT NO. 2016-20, BY JOHN A. MCCOY, FILED SEPTEMBER 16, 2016
(MMM)CS11397 MINOR LAND PARTITION NO. 1993-13, BY MICHAEL W. TYE, MARCH 2, 1993
(DD) CS16614 RECORD OF SURVEY, BY ROBERT M. KARL, FILED OCTOBER 7, 2005
(NNN) INTENTIONAL OMITTED ON THIS SURVEY
(EE)
CS15515 27TH STREET ADDITION, BY PETER A. MANLEY, RECORDED AUGUST 25, 2003
(000)CS09956 SUNBURST PARK, BY GEORGE W. COLVIN, RECORDED JUNE 26, 1980
(FF)
CS17247
27TH STREET CROSSING, BY MICHAEL W, TYE, RECORDED MARCH 12, 2007
(PPP) CS06881 AVONLEA ESTATES, BY FREDERICK A. AST, JR., RECORDED DECEMBER 23, 1991
(GG) CS20009 BIG SKY VILLAGE, BY BENJAMIN J. HRON, RECORDED SEPTEMBER 25, 2019
(QQQ) CS20887 27TH STREET TOWNHOMES, BY CHRISTOPHER R. MUNSON, RECORDED AUGUST 11, 2022
(HH) CS17337 PARTITION PLAT NO. 2007-33, BY KEVIN J. BLAKLEY, RECORDED MAY 18, 2007
(RRR) CS08234 RECORD OF SURVEY, BY GEORGE J. COOK, DATED JULY 1, 1977
(II)
CS16054
DESERT SKIES, PHASES 3, 4, AND 5, BY PETER A. MANLEY, RECORDED SEPTEMBER 8, 2004
(SSS) CS18097 RECORD OF SURVEY, BY ANDREW N. HUSTON, FILED JANUARY 12, 2010
(JJ)
CS17619
GANNON POINT, BY PETER A. MANLEY, RECORDED JANUARY 9, 2008
DSSCHUTES COUNTY SURVEYOR
Fl LED O( z siZZ, U 2 Yi COt �.�..�.
LIAM do t§poq�1�5
PORTLAND. VANCOUVER. BEND. SEASIDE. PHOENIX
901 NW CARLON AVE, SUITE 3
BEND, OR 97703
(541) 797-0954
WWW.SFLANDS.COM EMAIL: INFOOSFLANDS.COM
DATE JOB NO. FIELD DRAWN CHECKED
2301710-ROS.dwq JAN. 18, 2024 2023-017-10 SD/JL HTF BRR
SURVEY FOR:
CITY OF BEND
BEAR CREEK AND 27TH STREET
IMPROVEMENT PROJECT
CITY OF BEND. DESCHUTES COUNTY. OREGON
SHEET 3 OF 14
REGISTERED
PROFESSIONAL
2LAND SURVEYOR
OREGON
MAY 11, 2021
BRAD R. RHOADES
91917PLS
RENEWS: 12/31/2024
r 7 1747
RECORD OF SURVEY
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE NW 1/4, NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE 1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
.00 0.00
3
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zW
(A >
UD
104
105 103 102 100
BEAR CREEK RD.106 — — — — — — 2011-45285
BEGIN: 21+38.49--------
_
(N89' 18'25"W 820.37' FROM o ® 3
QUARTER CORNER OF SEC. o
(� 3 & 34 PER CS18097) 0(S88'54'13"E)(SSS)
33 113 4 — 22+00 S88'54' 13"E 223.47'
4
2011-19423 o N89'57'00"E 2648.39' SECTION LINE
3 _____�— 0 — CALCULATED
309 2012-26873 2012-12339
311
�O) 310 Z W
U! >_
1n w
Wp
HELD PUBLISHED U
COCS COORDINATES
N: 383286.35
E: 3299892.95
3" BRASS CAP PER OREGON
CORNER RESTORATION
NO. 1747, 2/21 /2006 LEGEND:
C4
0
0
0
JANUARY, 2024
?I: 23+61.96
INTERSECTION OF EASTERLY PROJECTION PER CS18097
AND CENTERLINE ESTABLISHED BY PROPHETS DEN —FIRST ADDITION
0
0
o 24+00 BEAR CREEK ROAD
Op SECONDARY CONTROL POINT,
SEE SECONDARY CONTROL POINT TABLE ON SHEET 14
PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE ON SHEET 2
e FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON SHEET 11-14
mI
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HOLLOW PINES ESTATES, PHASE �1
115
114
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0
0
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AS DESCRIBED IN 1907
SURVEYOR'S REPORT AND
PER M.W. ACRE TRACTS
38+00
�•
(N89'20'58"W)(CCC)
26+00 S89'24'25"E 543.61'
BEAR CREEK ROAD
( ) RECORD DATA PER CITED REFERENCE
P.I. POINT OF INTERSECTION
CS COUNTY SURVEY NUMBER
mm
1324.77'
(1328.61')(N)
DESCHUTES COUNTY SURVEYOR
FlLEDc?j,/Z3 Z 07-tl Co l l is S
(S89'49'02"W 53.30')(000)
N89'57'00"E 53.30'�
PI: 29+05.57
28+00 ,
S51'49'01 "W 24.98'
29 (S51'39'03"W 25.02')(W) 325
7•
\ NA`� \� 60
N35'34'13"E 71.35'
(N35'36'18"E 71.34')(W)
112 � 324 \
119
01 10 / CLARENDON PLACE, PHASE I
---------- --�-----�--
i Cn
�� PI: 29+58.87 0 \ \
3��. o (S89'37'35"W 2657.21')(N)
30+00 N89'44'42"E 2649.95' 32+00
1324.77'
\ (1328.61')(N)
N: 383288.67
E: 3302541.34 0
T17S
S61'36'28"E 52.50'J o
313 (S62'23'E 52.59')(W)
S34 3" BRASS CAP IN MONUMENT BOX,
OREGON CORNER RESTORATION
S3 RECORD 1825, 11/5/2009
T18S / *OTHER MARKINGS,
2009 NOT LEGIBLE
SEE SHEET 11 OF 14
118 U)
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2003-48965
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(AS ESTABLISHED) ��-_
BEAR CREEK STA. 42+83.65
a m
1/16 CORNER
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2008-32838
(S89.37'35"W 2657.21')(N) PURCELL BEGIN:
0 0+00.0
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40+00 N89 44'42"E 2649.95' 42+00
0 316
44+00
m
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PETTIGREW BEGIN:
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SEE SHEET 11 OF 14
SHEET 4 OF 14
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2301710_ROS.d
RECORD OF SURVEY DCH s COUNTY SURMOR
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY O/ Z3 ZaZ(-( By; Ca N•nS
60' 0 30' 60' 120' FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST
- AND THE NW 1/4, NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE 1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST,
SCALE: 1" = 60' WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
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JANUARY, 2024
2002-44758
CENTERLINE = SECTION LINE
PER M.W. ACRE TRACTS ------------------- 145
SEE SHEET 7 OF 14
I I
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148
02002-41367---------
— — — — — — - —
— — — — — MP 1-87 — S48'51 51 W 83.53' _ _ —
--------o--- _ _ _ _ ���- S48'S2'51"W 83.53')(Y) o �i
(S89'37'35"W 2657.2l')(N) _ _ - o - N48'28'58"W 79.05' 3�4L5�2"� (N89'35'E 454.47')(U) - —o-5O+QO----- - N89'44'42"E 2649.95' 52+00 + 54+00 (N48'30'24"W 79.03')(Y) 602 N89'31'39"E 454.47' 58+00 =
1325.17' BEAR CREEK ROAD f -P-------------
(1328.60')(N)---------
o S48'54'20"W
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - -.
43 144 2002-44039 X�/
o r'D
0
Dr- e
P� m
LEGEND:
Op SECONDARY CONTROL POINT,
SEE SECONDARY CONTROL POINT TABLE ON SHEET 14
k PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE ON SHEET 2
® FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON SHEET 11-14
------- -- 308-1730
- - - - - - - - - -
o - - - - - PI: 62+69.99
H Q 17 o PI: 60+63.29 (N89.35'E 206.70')(U) ----
z - - _60+00 N89'31'39"E 206.70' 62+00
( ) RECORD DATA PER CITED REFERENCE
P.I. POINT OF INTERSECTION
CS COUNTY SURVEY NUMBER
SKYVIEW TERRACE CENTERLINE
INTERSECTION WITH WESTERLY
EXTENSION OF PP1995 CENTERLINE,
SAID EXTENSION FITS THROUGH
CENTERLINE MONUMENTS 319 & 320
PI: 65+94.00
PP2016-30 DEDICATES
FRONTAGE TO THE SECTION LINE 154 \
(N88'07'E)(U) /
N88'33'43"E 193.64'
_ BEAR CREEK ROAD / +00
m _ 318 64+00 153 —
n S89'40'40"E 1325.97' 16
- - - - - - - - - - SECTION LINE - -
PP1992 -52 --- 403 W ---------------- ---- �'� \\�� /
�
_ L eST /DSO\
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F
sm
PI: 64+00.36 ®15
— _N89'35'E 130.37')(U)
N89'31'39"E 130.37"
302
2017
T17S R12E
34 35
3 2
T18S R12E
I- HWA
146
N: 383300.46
E: 3305191.26
3-1/4" BRASS CAP IN MONUMENT BOX,
FOUND PER REFERENCE (Y)
3�
SEE SHE
y 2 PI: 56+08$2-BEAR CREEK RD.- - - - - � _ z
NPI: 13+06.46 27TH ST -o - - z
o rn
\\ �-----PP1992-52 o n
4
0 147 2002-72682 =
z
m
O m N N48'30'26"W 78.73' '1.''�
14(N48'30'00"W 78.74')(Y) 101 m
2 �
ET7OF 14
-- — — — — — — — — i — — — — — — — — — — — — — — — —
/ Q o -----
/ c o
W.R. WILKINSON ROAD
AS ESTABLISHED) o
C - -
n DEDICATES FRONTAGE PHASE 2 TO THEHELD FOR WESTERLY
m SECTION LINE 203 EXTENSION 155 156 157 m 3
(N88-06'26"E)(R)
N88'01'03"E 340.44'
170.00'
//(170.00')(T) 14
%` 13
PI: 69+34.44�
aainn 1 70+00
320
MONUMENT 5' WEST ONLINE OF
ACTUAL 1/16 CORNER PER PLAT
OF QUAIL RUN PHASE 1 & PHASE 2
(N88-06'26"E)(R) _ i
N88'01'03"E 674.10' m 1 =
--� r
LAI
^. ?
- V n
S89'40'45"E 1325.47' -n 0
SECTION LINE f.+
SHEET 5 OF 14
2 1 2 4 7 -
RECORD OF SURVEY
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE NW 1/4, NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE 1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
(L=141.90', R=1050.00'
A=7'44'36"
— — — — — — — _ — CHORD=S88'07' 16"E 141.80)(R)
o
_ o--------_L=137.07', R=1050.00'
��� 0=7'28'47",
o 'a W•R- WILKINSON ROAD CHORD=136.97'
o (AS ESTABLISHED) - _ S88'14'34"E
------ HELD FOR WESTERLY - -
EXTENSION AND P.C.
�
D PC: 76+08.54� 11
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kiowni'ni"F 974-10' 74+00
o 12
0 164
0
.1 1 1 .1 1
>r � 71
.1
LEGEND:
SECONDARY CONTROL POINT,
SEE SECONDARY CONTROL POINT TABLE ON SHEET 14
165
JANUARY, 2024
0
D
z
�- — — — — — r--------�� ----
� g� ;u PORTION OF W.R. WILKINSON ROAD
_0 VACATED PER 2023-00125
166 �q/I�
O �
173 �\ \
167 — — yE/GHTS_ 170 \ S89' 10'49"E 14.26'
PT. 77+45.61 171 --- L--TRADITIONS EAST----
78+00 (S84-14'58 "E)(R)
BEAR CR S84'30'1 169 201 \
EEK ROAD 1 E 503.43' O
159 (S84'31120"E) 80+00 0
Lium
(GGG) j o PI: 82+49.03
E} I o ® 10
_ S89'40'45"E 1325.47'
161 �— SECTION LINE
( ) RECORD DATA PER CITED REFERENCE
4 PRIMARY CONTROL POINT, SEE PRIMARY P.I. POINT OF INTERSECTION
CONTROL POINTS TABLE ON SHEET 2 P.C. POINT OF CURVATURE
® FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON SHEET 11-14 P.T. POINT OF TANGENCY
CS COUNTY SURVEY NUMBER
COUNTYF DrCZED"CHUTES 0
l,
FILED Oft 123 / BC o l ll• f15
HELD EASTERLY TANGENT PROJECTION
FROM P.T. TO FOUND MONUMENT 201
201
HELD RECORD DISTANCE FROM
QUARTER CORNER ALONG NORTH -SOUTH
SECTION LINE PER CS03073
p
v
cn
200
z z
S89' 10'49"E 14.26' 0 0
N W c'4
w w
BEAR PI: 82+49.03 rn .cn o
CREEK ROAD
0
w w
co 90
END: 82+63.29 J J
Gi
8.72' 35 w
SECTION LINE S43'24'22"W 13.96'-__ / 2 321
(S41'W 13.72')(KKK) / I
® N: 383285.58
202 E: 3307842.65
DETAIL 'A'
SCALE 1" = 20'
*MONUMENT FOUND 0.18' SOUTH
AND 0.40' EAST OF PUBLISHED
COCS COORDINATES
Is
6
82+oo 35 ________
END: 82+63.29
202
SEE DETAIL 'A' THIS SHEET
3" BRASS CAP IN MONUMENT BOX,
321 OREGON CORNER RESTORATION
—� RECORD 1306, 6/27/1995
T17S R12E
1 S35
4 •
S2
T 18S
1995
PLS 1642
SHEET 6 OF 14
2 2 1247
230171
dw
01
0
U.S. HIGHWAY 20 0
1928 GOULD CENTERLINE
— — — — — — — —
o
,o\o/
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I
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II
209
1) I
I
40.00'
I
210
1306.35' TO 34 35
D
CALCULATED RECORD OF SURVEY
CALCULATED
HELD PUBLISHED COCS
COORDINATES CONTROL RETRACEMENT AND MONUMENT RECOVERY SURVEY
N: 385912.90
E: 3305147.23 3" ALUMINUM CAP PER OREGON FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
CORNER RESTORATION RECORD LOCATED IN THE SW1 4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND
BEGIN: 0+00.00 738, 4/5/1989 SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST
27TH STREET AND THE NW 1/4, NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE
1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
50.00'
0
0
+
N
r- — — — — — — — — — — — — — —
358-0004
® 5 183 182
Im
CENTERLINE = SECTION LINE
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0
0
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0
0
3_01
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I
MATCH LINE E THIS SHEET
JANUARY, 2024
LEGEND:
O SECONDARY CONTROL POINT,
SEE SECONDARY CONTROL POINT TABLE ON SHEET 14
8 PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE ON SHEET 2
® FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON SHEET 11-14
( ) RECORD DATA PER CITED REFERENCE
P.I. POINT OF INTERSECTION
CS COUNTY SURVEY NUMBER
61 1 1 .1 1
rll m_
./
Dralf*;CHUTES COUNTY SURVEYOR
L of Z oZ BY.L.2.J(�
01710_ROS.d
MATCH LINE E THIS SHEET
I 1
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50.00'
A
1-4
1
I 50.00' 1
224
I 1
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302 �
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2017 '(1I NJ m
oT17S R12E Q 14a 4 35 cn =
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3-1/4" BRASS CAP IN MONUMENT BOX,
1 CENTERLINE = SECTION LINE
FOUND PER REFERENCE (Y)
I 1
N: 383300.46
E: 3305191.26 1
I
2002-44758
It - — — — — — — — — — — — \ —
LL
O --------- N48'28'58"W 79.05'�� 34 I
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BEAR CREEK (N48'30'24"W 79.03')(Y) 56
W ROAD ---------- ,
W---------(S48'52'59"W 81.24')(Y) 3 f
= S48'54'20"W 81.23'---.y
2002-44039
W
W
V) 146
AQ)IN\)
1928 GOULD CENTERLINE
NOTED AS
BEING 0.2' EAST OF
SECTION CORNER
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�2002-41367 — — — — — —
��------
�— S48'51'57"W 83.53' 308-1730
(S48'52'51 "W 83.53')(Y)
3 rj (N89'35'E 454.47')(U)
302 N89'31'39"E 454.47'
PI: 56+08.82-BEAR CREEK RD.---
2 PI: 13+06.46 27TH STREET
\ — PP1992-52
` 4
Q 2002- 72682
147
0 N48'30'26"W 78.73'
0 (N48'30'00"W 78.74')(Y)
0
0
+
In
m
N
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m
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50.00'
---- CENTERLINE = SECTION LINE
19
SHEET 7 OF 14
MATCH LINE F SEE SHEET 8 OF 14
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MATCH LINE F SEE SHEET 7 OF 14
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50.00'
30.00'
0
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1928 COULD CENTERLINE
402
MD
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227
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COPPERFIELD AVENUE 299
I
400
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CENTERLINE = SECTION LINE
0
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00
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0
0
N
50.00'
293
294 295
296
297
0
0
N
G THIS SHEET
eep
.y
RECORD OF SURVEY
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND
SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE NW 1/4, NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE
1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
JANUARY, 2024
"CH LINE G THIS SHEET
SILVERADO VALLEY 186
LANE (PRIVATE)
187
30.00'
o
0
50.00'
0
0
00
N
ANNE
LANE
o
0
0
rn
w
286
LEGEND:
co
SECONDARY CONTROL POINT,
d
00
cii
SEE SECONDARY CONTROL POINT TABLE ON SHEET 14
PRIMARY CONTROL POINT, SEE PRIMARY
287
0
CONTROL POINTS TABLE ON SHEET 2
0+
® FOUND MONUMENT, SEE FOUND
0
MONUMENTS TABLE ON SHEET 11-14
I
50.00'
( ) RECORD DATA PER CITED REFERENCE
P.I. POINT OF INTERSECTION
288
2301710-ROS.dw
CS COUNTY SURVEY NUMBER
•1 1 1 .1 1
/ammo
m os oo elmow
.1
DESCHUTES COUNTY SURVEYOR
L nr 23 Zo2� BY:_ --WORN No-wo
SHEET 8 OF 14
s "g
289
O
SE
S 2 6 TH 290 1928 COULD CENTERLINE
0
+
CENTERLINE = SECTION LINE
I
—4 292
291
N
v
c
of
50.00'
i
PHILLY AVENUE 272
I
o
0
MATCH LINE H
SEE SHEET 9 OF 14
MATCH LINE H
SEE SHEET 8 O 1F 4
273
275
50.00'
276
279
P.
o +
0
0
c
cn
N
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p
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cn
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50.00'
c�
(n
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282
rrl
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284
N58'17'26"E
51.56'
(N58'16'44"E
51.60')(Y)
S60'24'11"E 44.29'
(S60'14'43"E 44.19')(Y)
I
223
221
c
I �
285
N58'09'51"E 48.49'
3'
'2
S60'12'52"E
51.40'
(N58'15'15"E 48.24')( 220
323
�.
(S60'16'35"E
51.41')(Y)
®�/
>0
222
CENTERLINE = SECTION LINE
RECORD OF SURVEY
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND
SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE NW 1/4, NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE
1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
-JANUARY, 2024
323
PI: 38+95.31
N: 380711.62 T18S R12E
E: 3305186.58 1/
4
3 2
2017
HWA
3-1/4" BRASS CAP IN MONUMENT BOX,
FOUND PER REFERENCE (Y)
1928 GOULD CENTERLINE
LEGEND:
O SECONDARY CONTROL POINT,
SEE SECONDARY CONTROL POINT TABLE ON SHEET 14
A PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE ON SHEET 2
0 FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON SHEET 11-14
( ) RECORD DATA PER CITED REFERENCE
P.I. POINT OF INTERSECTION
CS COUNTY SURVEY NUMBER
•1 1 1 •1 1
M lam mom "woolmlmo
•1
SUNBURST COURT
30.00'
CLAIRAWAY AVENUE
263
CENTERLINE = SECTION LINE
MATCH LINE J
THIS SHEET
0
0I
N IA
50.00'
I
I
50.00'
of
co
t
150.00'
264
265
267
'S�
s �
928 GOULD CENTERLINE
50.00'
d� 7_3 2ozq By.- Col
� I
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270 _® 269 DARNEL AVENUE
MATCH LINE K 261
SHEET 9 OF 14
SEE SHEET 10 OF 14
o 268 SURVEY FOR:
CITY OF BEND P
c, 50.00'
271 J ��g PORTLAND. VANCOUVER, BEND, SEASIDE, PHOENIX BEAR CREEK AND 27TH STREET
sot NW GARCON SUITE 3
977
BEND, OR IMPROVEMENT PROJECT
----
MATCH LINE J THIS SHEET
'�21247-
230171 OROS.
MATCH LINE K SEE SHEET 9 OF 14
262 326 + 260
DESERT SKIES PLACE r N
S59'32'45"E 69.00'
74
322 (S59°32'08"E 69.01')(Y)
S59'34'19"E 49.98'
(S59°33'50"E 50.05')(Y) STARLIGHT DRIVE
�/ z
37 259
2" ALUMINUM CAP IN MONUMENT BOX, 327
STAMPED "HWA",
FOUND PER REFERENCE (Y)
30.00'
CALEB PLACE
0�1 16�6
co�o
CAPELLA PLACE
CENTERLINE = SECTION LINE
'se
I
I
I
50.00'
40.00'
I
I
I
I
I
0
+I
o'
of
+
0
L.
of
0
u�
0
0
+I
0
d o
0
a
NI
I
MATCH LINE L
50.00'
257
,,roll 1.5&
4
1928 GOULD CENTERLINE
255 CAPELLA PLACE
- - - - - - - -
ACAPELLA
I
250
I
I
249
I
I
248
I
I
247
n
r
a 246
I
I
I
I
244
(
60.00'
243
I
I
I
THIS SHEET
RECORD OF SURVEY
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND
SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE NW 1/4, NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE
1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
JANUARY, 2024
LEGEND:
O SECONDARY CONTROL POINT,
SEE SECONDARY CONTROL POINT TABLE ON SHEET 14
PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE ON SHEET 2
® FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON SHEET 11-14
( ) RECORD DATA PER CITED REFERENCE
P.I. POINT OF INTERSECTION
CS COUNTY SURVEY NUMBER
.1 / 1 .1 1
m 1-1 F-1
.1
FILED 21 2.1 Zo zt cr,[[(.ag
2301710
SHEET 10 OF 14
CENTERLINE = SECTION LINE
MATCH
I
NI
LINE
L
THIS
I
I
SHEET
of
n
242
411I
P,
,
I
241
�
I
I
o
I
's
40.00'
I
I
I
236
NI
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of
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193
(14I
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14
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235 ��i
it,
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IN
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0
234
NI
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233
c*
N52'08'52"W 64.63'---"'• -_
(N52'03'19"W 64.73')(00) 3
SE REED MARKET ROAD 10'
N37'08'00"E 72.70'
(N37'09'04"E 72.66')(NN)
328
1928 GOULD CENTERLINE NOTED AS
BEING 11.60' EAST OF SECTION CORNER
AT GOULD STATION 66+54
0 0
60.00' (44.21')(00)
44.20'
231
330 I
END: 65+37.80
2 I N. 378069.18
E. 3305170.09
303 44.34'
1 . (44.27')(00)
�,,g' 329
303
T18S R12E
3 2
10 11
2021
HWA
2-1/2" BRASS CAP IN MONUMENT BOX,
FOUND PER REFERENCE (NN)
RECORD OF SURVEY
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND
SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE NW 1/4, NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE
1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
JANUARY, 2024
LEGEND:
Op SECONDARY CONTROL POINT,
SEE SECONDARY CONTROL POINT TABLE ON SHEET 14
8 PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE ON SHEET 2
® FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON SHEET 11-14
( ) RECORD DATA PER CITED REFERENCE
P.I. POINT OF INTERSECTION
CS COUNTY SURVEY NUMBER
P.C.
P.T.
POINT OF CURVATURE
POINT OF TANGENCY
•1 1 1 •1 1
mm
MasMImM _
` •1
DESCHUTES COUNTY
FILE of Za zoz BY: Ga s_
SHEET 11 OF 14
T i
MATCH LINE M THIS SHEET
Loi
MATCH LINE M THIS SHEET
G,NZ1241
2301710_ROS.d
FOUND
MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
210
384322.35
3305134.08
MAG
NAIL (MMM)
217
382506.37
3305159.82
5/8"
IRON
ROD
DOWN
0.3'
(M)
218
382502.30
3305159.74
5/8"
IRON
ROD
WITH
YPC
MARKED "HWA" (M)
219
382347.70
3305159.62
5/8"
IRON
ROD
WITH
YPC
MARKED "HWA" DOWN 0.3' (EE)
220
380686.04
3305145.39
5/8"
IRON
ROD
(Y)
221
380733.50
3305148.07
5/8"
IRON
ROD
WITH
RPC MARKED "HWA REF MON" (Y)
222
380686.08
3305231.20
5/8"
IRON
ROD
WITH
RPC MARKED "HWA REF MON" (Y)
223
380738.72
3305230.45
5/8"
IRON
ROD
WITH
RPC MARKED "HWA REF MON" (Y)
224
383625.16
3305235.95
5/8"
IRON
ROD
(CC)
225
383624.86
3305235.83
5/8"
IRON
ROD
WITH
ILLEGIBLE YPC (DID)
227
382472.17
3305139.78
5/8"
IRON
ROD
WITH
YPC
MARKED "HWA" (M)
228
378019.70
3305109.49
5/8"
IRON
ROD
WITH
YPC
MARKED "HWA" DOWN 0.2' (NN)
229
378109.69
3305110.23
5/8"
IRON
ROD
WITH
YPC
MARKED "HWA" (NN)
230
378108.84
3305119.06
3" BRASS
CAP MARKED "SEC. COR. R.M. 4 DSCO" (00)
231
378108.58
3305230.42
5/8"
IRON
ROD
WITH
YPC
MARKED "DP PLS 2885" DOWN 0.1'
(PP)
233
378158.54
3305230.76
5/8"
IRON
ROD
WITH
YPC
MARKED "DP PLS 2885" DOWN 0.2'
(PP)
234
378208.47
3305231.07
5/8"
IRON
ROD
WITH
YPC
MARKED "DP PLS 2885" DOWN 0.1'
(PP)
235
378268.50
3305231.37
5/8"
IRON
ROD
WITH
YPC
MARKED "DP PLS 2885" DOWN 0.1'
(PP)
236
378359.48
3305231.07
5/8"
IRON
ROD
WITH
YPC
MARKED "DP PLS 2885" DOWN 0.1'
(PP)
238
378399.83
3305232.11
5/8"
IRON
ROD
WITH
YPC
MARKED "H.A. MCCOY ENGR" UP 0.4'
(QQ)
239
378399.92
3305221.99
1-1 /2" ALUMINUM CAP MARKED "H.A. MCCOY ENGR" DOWN 0.2'
(QQ)
241
378441 .80
3305232.18
5/8"
IRON
ROD
WITH
YPC
MARKED "H.A. MCCOY ENGR" UP 0.1 ,
(QQ)
242
378483.73
3305233.46
5/8"
IRON
ROD
WITH
YPC
MARKED "H.A. MCCOY ENGR" UP 0.1'
(QQ)
243
378529.84
3305232.72
5/8"
IRON
ROD
WITH
YPC
MARKED "H.A. MCCOY ENGR" UP 0.1'
(QQ)
244
378578.22
3305234.07
5/8"
IRON
ROD
WITH
YPC
MARKED "H.A. MCCOY ENGR" UP 0.2'
(QQ)
245
378625.78
3305233.38
5/8"
IRON
ROD
WITH
YPC
MARKED "H.A. MCCOY ENGR" UP 0.1'
(00)
246
378669.03
3305233.59
5/8"
IRON
ROD
WITH
YPC
MARKED "H.A. MCCOY ENGR" UP 0.2'
(QQ)
247
378712.82
3305233.96
5/8"
IRON
ROD
WITH
YPC
MARKED "H.A. MCCOY ENGR" UP 0.2'
(QQ)
248
378755.88
3305234.14
5/8"
IRON
ROD
WITH
YPC
MARKED "H.A. MCCOY ENGR" UP 0.4'
(QQ)
249
378798.82
3305234.44
5/8"
IRON
ROD
WITH
YPC
MARKED "H.A. MCCOY ENGR" UP 0.2'
(QQ)
250
378861.09
3305234.92
5/8"
IRON
ROD
WITH
YPC
MARKED "H.A. MCCOY ENGR" UP 0.1'
(QQ)
251
378593.99
3305143.33
1 /2"
IRON
ROD
DOWN
0.6'
(MM)
252
378759.91
3305144.27
5/8"
IRON
ROD
WITH
YPC
MARKED "SCE&S" DOWN 0.3' (LL)
253
378824.95
3305144.71
5/8"
IRON
ROD
WITH
YPC
MARKED "SCE&S" DOWN 0.8' (LL)
254
378912.89
3305145.30
5/8"
IRON
ROD
WITH
YPC
MARKED "HWA" UNKNOWN
255
378891.34
3305225.06
1-1 /2" ALUMINUM CAP MARKED "H.A. MCCOY ENGR" (QQ)
256
379001.12
3305225.91
5/8"
IRON
ROD
WITH
YPC
MARKED "SCE&S" DOWN 0.3' (RR)
257
379143.09
3305226.91
5/8"
IRON
ROD
WITH
YPC
MARKED "N45W" (SS)
258
379180.99
3305146.94
5/8"
IRON
ROD
WITH
ILLEGIBLE YPC (JJ)
259
379359.86
3305228.06
5/8"
IRON
ROD
WITH
YPC
MARKED "SCE&S" DOWN 0.3' (TT)
260
379420.03
3305228.55
5/8"
IRON
ROD
(UU)
261
379429.80
3305258.57
5/8"
IRON
ROD
WITH
YPC
MARKED "HWA" (UU)
262
379420.60
3305127.46
5/8"
IRON
ROD
WITH
YPC
MARKED "HWA" UP 0.1' (II)
263
379888.24
3305131.45
5/8"
IRON
ROD
(II)
264
380107.74
3305232.61
5/8"
IRON
ROD
WITH
YPC
MARKED "SCE&S" (W)
* BENT MONUMENTS WERE TIED AT THEIR POINT OF ENTRY
DESCHUTES COUNTY J CR
fZ oy11l .S
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
265
380089.26
3305232.73
IRON
ROD
WITH
YPC MARKED "SCE&S" (W)
267
380010.27
3305232.24
5/8"
IRON
ROD
(W)
268
380350.93
3305234.12
IRON
ROD
WITH
YPC MARKED "SCE&S" (W)
269
380381.17
3305154.59
2-1/2" ALUMINUM CAP MARKED "INITIAL POINT SUNBURST PARK, MARCH 1980, PLS 1020" (000)
270
380381.32
3305134.69
5/8"
IRON
ROD
WITH YPC MARKED "SCE&S" DOWN 0.2' (HH)
271
380281.41
3305133.92
5/8"
IRON
ROD
(HH)
272
381235.05
3305157.59
5/8"
IRON
ROD
(FF)
273
381105.02
3305137.31
IRON
ROD
WITH
YPC MARKED "SCE&S" (FF)
275
381084.52
3305137.34
BRASS SCREW AND UNMARKED WASHER (GG)
276
380995.22
3305138.54
IRON
ROD
WITH
YPC MARKED "HWA" (GG)
279
380937.54
3305139.29
IRON
ROD
WITH
YPC MARKED "HWA" (GG)
280
380847.51
3305138.39
5/8"
IRON
ROD
WITH YPC MARKED "HWA" (GG)
282
380801.90
3305138.22
IRON
ROD
WITH
YPC MARKED "HWA" (GG)
284
380756.66
3305136.73
5/8"
IRON
ROD
WITH YPC MARKED "HWA" (GG)
285
380711.29
3305236.61
5/8"
IRON
ROD
DOWN 1.0' (WW)
286
381691.29
3305158.65
5/8"
IRON
ROD
WITH YPC MARKED "F. AST PLS 1938" DOWN
0.5' (PPP)
287
381609.93
3305158.33
5/8"
IRON
ROD
WITH YPC MARKED "F. AST PLS 1938" DOWN
0.4' (PPP)
288
381554.63
3305138.13
5/8"
IRON
ROD
WITH OPC MARKED "MUNSON & ASSOCIATES"
(QQQ)
289
381499.47
3305138.03
5/8"
IRON
ROD
WITH OPC MARKED "MUNSON & ASSOCIATES"
(QQQ)
290
381444.39
3305137.80
5/8"
IRON
ROD
WITH OPC MARKED "MUNSON & ASSOCIATES"
(QQQ)
291
381370.92
3305137.61
5/8"
IRON
ROD
WITH YPC MARKED "SCE&S" DOWN 1.0 (FF)
292
381370.96
3305157.58
1-1/8" BRASS
CAP MARKED "MUNSON & ASSOC" (QQQ)
293
382153.32
3305239.14
5/8"
IRON
ROD
WITH ILLEBIBLE YPC (XX)
294
382089.91
3305238.84
5/8"
IRON
ROD
(XX)
295
382083.46
3305242.52
5/8"
IRON
ROD
WITH YPC MARKED "TYE ENGINEERING" DOWN
0.2' (XX)
296
382077.50
3305247.81
BENT
5/8"
IRON ROD DOWN 0.9' (XX)
297
382068.17
3305255.78
5/8"
IRON
ROD
DOWN 0.3' (XX)
298
381989.84
3305323.09
BENT
1 /2"
IRON ROD (U)
299
382189.48
3305159.19
5/8"
IRON
ROD
WITH ILLEGIBLE YPC (EE)
300
382766.24
3305160.29
BENT
5/8"
IRON ROD (RRR)
301
382665.35
3305160.10
5/8"
IRON
ROD
WITH YPC MARKED "AES" (UNKNOWN)
302
383300.46
3305191.26
3-1/4 BRASS CAP IN MONUMENT BOX (Y)
303
378069.18
3305170.09
2-1/2 INCH BRASS CAP IN MONUMENT BOX (NN)
306
383704.29
3303869.17
5/8"
IRON
ROD
DOWN 0.2' (K)
307
383793.96
3303883.74
5/8"
IRON
ROD
DOWN 0.1' (K)
308
383258.62
3302311.26
5/8"
IRON
ROD
UP 0.4' (UNKNOWN)
309
383269.71
3301645.22
5/8"
IRON
ROD
DOWN 0.7' (H)
310
383256.09
3301851.06
5/8"
IRON
ROD
DOWN 0.1' (I)
311
383264.36
330191 1.44
5/8"
IRON
ROD
DOWN 1.0' (UNKNOWN)
313
383288.73
3302541.32
3 INCH BRASS
CAP ILLEGIBLE S34 S3 T 18S 2009 IN MON
BOX DOWN 0.3' (W)
314
383907.32
3303889.98
5/8
INCH
IRON
ROD NO CAP DOWN 0.2' (K)
315
383879.14
3303890.25
5/8
INCH
IRON
ROD CAP DESTROYED DOWN 0.3' (K)
316
383294.72
3303866.10
1 /2
INCH
IRON
ROD NO CAP DOWN 0.4' (M)
317
382498.95
3303863.40
1 /2
INCH
IRON
ROD NO CAP DOWN 0.4' (M)
318
383296.80
3305836.70
5/8
INCH
IRON
ROD WITH ORAGE PLASTIC CAP ILLEGIBLE FLUSH (S)
* BENT MONUMENTS WERE TIED AT THEIR POINT OF ENTRY
RECORD OF
SURVEY
CONTROL, RETRACEMENT AND
MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BEAR CREEK AND
27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF
SECTION 34 AND THE SW1/4 AND SE1/4
OF SECTION 35, TOWNSHIP 17 SOUTH,
RANGE 12 EAST
AND THE NW 1/4, NE1/4 AND SW 1/4 OF
SECTION 2 AND THE NW 1/4, NE 1/4 AND
SE 1/4 OF SECTION 3 OF TOWNSHIP 18
SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, THE CITY OF
BEND, DESCHUTES COUNTY, OREGON
JANUARY, 2024
SHEET 13 OF 14
�a-
2301710-ROS.dw
RECORD OF SURVEY
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BEAR CREEK AND 27TH IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 AND SE1/4 OF SECTION 34 AND THE SW1/4 AND SE1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST N
AND THE NW 1/4, NE1/4 AND SW 1/4 OF SECTION 2 AND THE NW 1/4, NE 1/4 AND SE 1/4 OF SECTION 3 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST, y
WILLAMETTE MERIDIAN, THE CITY OF BEND, DESCHUTES COUNTY, OREGON
JANUARY, 2024
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
319
383311.75
3306176.13
5/8 INCH IRON ROD CAP DESTROYED DOWN 0.4' (T)
320
383317.59
3306346.03
5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP ILLEGIBLE DOWN 0.2' (T)
321
383285.58
3307842.65
3 INCH BRASS CAP STAMPED T17S R12E T18S 1995 PLS 1642 DOWN 0.4' IN MON BOX
322
379390.61
3305178.05
2 INCH ALUMINUM CAP ILLEGIBLE STAMPED HWA DOWN 0.5' IN MON BOX (Y)
323
380711.64
3305186.56
3-1/4 INCH BRASS CAP STAMPED T18S R12E 2017 HWA DOWN 0.4' IN MON BOX (Y)
324
383346.77
3302582.83
2 INCH ALUMINUM CAP STAMPED LS69432 2009 RP-1, UP 0.3' (W)
325
383273.23
3302521.71
NAIL WITH 1-1/2 INCH WASHER STAMPED SCE&S, FLUSH IN ROCK (W)
326
379415.92
3305134.95
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED HWA REF MON, FLUSH (Y)
327
379355.64
3305237.52
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED HWA REF MON, DOWN 0.1' (Y)
328
378011.22
3305126.20
5/8 INCH IRON ROD NO CAP, DOWN 0.1' (NN)
329
378041.86
3305205.01
3 INCH BRASS CAP STAMPED SEC COR DCSO, FLUSH IN CURB (00)
330
378095.97
3305205.24
3 INCH BRASS CAP STAMPED RM-1 SEC COR DCSO, FLUSH IN CURB (00)
400
382159.44
3305139.05
5/8" IRON ROD DOWN 0.9' (EE)
401
382518.13
3305239.48
3/4" BOLT UP 0.1' (YY)
402
382700.48
3305240.17
5/8" IRON ROD WITH YPC MARKED "BAXTER LS 2041 " DOWN 0.7' (ZZ)
403
383273.49
3305554.30
5/8" IRON ROD DOWN 0.2' (U)
404
383219.46
3305814.66
5/8" IRON ROD DOWN 0.3' (V)
405
383279.45
3306116.92
3" IRON PIPE WITH WOOD HUBS (V)
408
383263.77
3302587.50
NAIL IN JUNIPER TREE (W)
* BENT MONUMENTS WERE TIED AT THEIR POINT OF ENTRY
DESC
Fib o l 2 3 0 2 • �0 1 S„_,
SECONDARY CONTROL POINTS
TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
10
383310.39
3307506.91
3653.40
PK
NAIL
WITH 1
-1 /2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
11
383361.36
3307251 .24
3653.71
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
12
383327.35
3307024.12
3649.54
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
13
383348.31
3306566.85
3648.43
PK
NAIL
WITH 1
-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
14
383302.99
3306318.31
3647.32
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
15
383328.56
3305987.87
3653.74
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
16
383290.34
3305749.90
3650.11
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
17
383317.48
3305492.22
3650.51
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
18
383479.33
3305139.14
3650.49
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
19
382937.55
3305171 .00
3660.00
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
20
383332.27
3304919.85
3652.10
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
21
383277.25
3304516.68
3654.87
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
22
383320.48
3304141.26
3662.06
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
23
383282.45
3303895.52
3661.88
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
24
383026.98
3303849.07
3662.59
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
25
383617.02
3303836.58
3662.44
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
26
383306.16
3303495.25
3655.13
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
27
383276.70
3303226.78
3652.48
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
28
383326.58
3302976.42
3653.32
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
29
383275.12
3302364.67
3667.44
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
30
383802.11
3305232.05
3641.98
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
31
384239.61
3305138.71
3629.97
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
32
382483.74
3305222.44
3665.21
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
33
382066.94
3305177.30
3666.90
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
34
381593.74
3305215.07
3671.92
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
35
381083.17
3305171 .42
3678.27
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
36
379885.01
3305164.12
3689.60
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
37
379364.10
3305215.16
3691.62
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
38
378958.46
3305157.42
3693.14
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
39
378404.69
3305206.19
3695.14
PK
NAIL
WITH 1-1/2
INCH
WASHER
STAMPED
"S&F
LANDS
CONTROL"
PORTLAND. VANCOUVER. BEND. SEASIDE. PHOENIX
901 NW CARLON AVE, SUITE 3
BEND, OR 97703
(541) 797-0954
WWW.SFLANDS.COM EMAIL: INFOCSFLANDS.COM
DATE JOB NO. FIELD DRAWN CHECKI
JAN. 18, 2024 2023-017-10 SD/JL I HTF I BRR
SURVEY FOR:
Allmolmoolmol
BEAR CREEK AND 27TH STREET
IMPROVEMENT PROJECT
CITY OF BEND, DESCHUTES COUNTY, OREGON
SHEET 14 OF 14
REGISTERED
PROFESSIONAL
LAND SURVEYOR
)OZI/,
OREGON
MAY 11, 2021
BRAD R. RHOADES
91917PLS
RENEWS: 12/31 /2024
.'tI1 7 1)