HomeMy WebLinkAboutSurvey 21727CONTROL, RETRACEMENT AND MONUMENT
RECOVERY SURVEY
REED MARKET OVERCROSSING AND 15TH ROUNDABOUT IMPROVEMENT PROJECTS
LOCATED IN THE SE1/4 SECTION 4, SW1/4 SECTION 3, NE1/4 SECTION 9 AND NW1/4 SECTION 10
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
DECEMBER 2025
CP #2
1/4JS4
FOUND 21/2 " BRASS CAP, FLUSH;
PER CS03649
LEGEND
QCP #
CS
(R#r
CALC
P.I.
P.C.
P.O.T.
P.T.
FD
IR
W/GPC
W/YPC
W/OPc
W/ALC
ROWDD
OCRR
COND
J
y
, , -4,
CP #100 HELD
-A , CP #14
CP #3_\ _ CP #6
BASIS OF BEARINGS
N89059'35wW 2639.96' (N89 59'35-W 2639.94')Rl,R2 HELD
--- ---
CP #14 A. #5 SE REED MARKET ROAD CP2
ceiv I � _ - - a HELD - -
." �L OREGON caN
cP #s �._ a�
FOUND MONUMENT AS NOTED IN RECOVERED MONUMENT TABLE
DOWL CONTROL POINT, SEE CORRESPONDING SHEET FOR CONTROL POINT TABLE
COUNTY SURVEY NUMBER
RECORD DATA AND SURVEY REFERENCE NUMBER
RECORD DATA SAME AS MEASURED
CALCULATED FROM RECORD DATA
POINT OF INTERSECTION
POINT OF CURVATURE
POINT ON TANGENT
POINT OF TANGENCY
FOUND
IRON ROD
WITH GREEN PLASTIC CAP
WITH YELLOW PLASTIC CAP
WITH ORANGE PLASTIC CAP
WITH ALUMINUM CAP
RIGHT OF WAY DEDICATION DEED
OREGON CORNER RESTORATION RECORD
CONDITION
SE DEPOT LOOP
�-3:I:j :�§&El10W4
SHEET 1: PROJECT CONTROL OVERVIEW, BASIS OF BEARINGS AND LEGEND.
SHEET 2: NARRATIVE AND REFERENCES.
SHEET 3: REED MARKET ('RM") 32+66.93 TO 40+00, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 4: REED MARKET ("RM") 40+00 TO 50+00, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 5: REED MARKET ('RM") 50+00 TO 60+00, 15TH STREET ('15TH(N)') 20+00 TO 25+00, CONTROL
AND RECOVERED MONUMENT TABLES.
SHEET 6: REED MARKET ("RM") 60+00 TO 69+25, 9TH STREET ("9TH")1+00 TO 9+()0, CONTROL AND
RECOVERED MONUMENT TABLES.
SHEET 7: 15TH STREET ("15TH(S)' 10+00 TO 18+22.29,CONTROL AND
RECOVERED MONUMENT TABLES.
SE IRON HORSE LANE
SE HELEN LANE
SE HOLLIS LANE
FOUND 3-1/4" ALUMINUM CAP,
497 DOWN 0.5' IN MONUMENT WELL;
PER OCRR 2059
�G�uTES Cp�ti
Off`' T18S R12E
S4 S3
� I
2023
90744PL ,,
FYORS O
CP #29
I Al
FOUND 3" BRASS CAP DOWN 0.4 ;
PER OCRR 1958
��GNuTES Cp�ti�
O T18S R12E .�-
413
� 9 110
77040
/ `rG 2018
/ YORS
/ i
43111
31 /1��
HELD
Q CP #13
TWIN LAKES LP
SE SHEA CT
RECOVERED MONUMENTS
POINT #
COGS
NORTHING
COCS
EASTING
DESCRIPTION
400
378036.82
3297256.07
FD 21/2" BRASS DISC STAMPED'LS1026' ALONG WITH OTHER MARKINGS, GOOD COND, CS03649
431
378036.54
3299896.04
FD 3' BRASS DISC ON PIPE STAMPED "PLS 77040- ALONG WITH OTHER MARKINGS, GOOD COND, PER OCRR 1958
497
380674.01
3299883.34
FD 3-1/4" ALUMINUM DISC IN MONUMENT WELL STAMPED "90744PLS- ALONG WITH OTHER MARKINGS,
GOOD COND, PER OCRR 2059
200 0
SCALE IN FEET
DESCHilTES COUNTY SURVEYOR
FILED Q3 23 BY:L:' l''L
- - - - SE REED MARKET ROAD - - -
CP #28 _ - -
CONTROL POINT TABLE
POINT #
NORTHING
EASTING
DESCRIPTION
1
377798.93
3299064.04
11N COPPER DISC STAMPED 'DOWL CONTROL'
2
378190.32
3297486.31
11N COPPER DISC STAMPED 'DOWL CONTROL'
3
378089-08
3298229.07
11N COPPER DISC STAMPED'DOWL CONTROL'
4
378516.01
3298544.20
1IN COPPER DISC STAMPED'DOWL CONTROL'
5
378016.95
3298888.78
11N COPPER DISC STAMPED'DOWL CONTROL'
6
378073.82
3299090.67
1IN COPPER DISC STAMPED 'DOWL CONTROL'
9
377874.78
3297972.90
11N COPPER DISC STAMPED'DOWL CONTROL'
10
377790.94
3298189.59
1IN COPPER DISC STAMPED'DOWL CONTROL'
11
377998.06
3298617.74
1 IN COPPER DISC STAMPED 'HWA CONTROL'
12
378002-56
3299582.00
11N COPPER DISC STAMPED'HWA CONTROL'
13
377979.93
3299968.82
11N COPPER DISC STAMPED MA CONTROL'
14
378072.60
3297793.27
5/81N IR W/ OPC STAMPED'HWA CONTROL'
22
377801AI
3299825.76
11N COPPER DISC STAMPED'DOWL CONTROL'
23
377334.02
3299903.19
11N COPPER DISC STAMPED 'DOWL CONTROL'
24
376935.11
3299857.38
1IN COPPER DISC STAMPED'DOWL CONTROL'
25
378205.63
3299938.59
11N COPPER DISC STAMPED 'DOWL CONTROL'
26
378502.95
3299850.02
11N COPPER DISC STAMPED 'DOWL CONTROL'
27
378091.28
3300202.05
11N COPPER DISC STAMPED 'DOWL CONTROL'
28
378019.04
3300564.58
11N COPPER DISC STAMPED'DOWL CONTROL'
29
378785.17
3299918.32
5181N IR W/ GPC STAMPED'DOWL CONTROL'
100
378104.47
3297625.55
1121N IR W/ OPC'OTAK TRAY'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
200 DECEMBER 11, 2012
� BRAN C. COURSEN
86998
RENEWS: 12/31/2027
C7
N
CS 21>27
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
REED MARKET OVERCROSSING REED MARKET OVERCROSSING AND 15TH ROUNDABOUT IMPROVEMENT PROJECTS
LOCATED IN THE SE1/4 SECTION 4, SW1/4 SECTION 3, NE1/4 SECTION 9 AND NW1/4 SECTION 10
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
DECEMBER 2025 DESCHUTES COUNTY SURVEYOR
FLED
03 ZD BY:..Co...��....�
NARRATIVE SURVEY REFERENCES
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH A CONTROL NETWORK, RESOLVE THE
CENTER LINES AND RIGHTS OF WAY OF REED MARKET ROAD, SE 9TH STREET AND SE 15TH
STREET AND PERPETUATE EXISTING MONUMENTS THAT MAY BE DESTROYED DURING
CONSTRUCTION OF ROAD AND UTILITY IMPROVEMENTS IN CONNECTION WITH THE CITY OF
BEND REED MARKET OVERCROSSING AND 15TH STREET ROUNDABOUT IMPROVEMENT
PROJECTS.
PRIMARY CONTROL FOR THIS SURVEY IS BASED ON RECORD OF SURVEY - RIGHT OF WAY
MONUMENTATION FOR THE LEGALIZED PORTION OF REED MARKET ROAD BY PATRICK G.
COLE, FILED FEBRUARY 14, 2022 AS COUNTY SURVEY NUMBER 20755, REFERENCE R2.
PRIMARY CONTROL POINTS 11,12,13 AND 14 WERE RECOVERED AND REFERENCE R2
COORDINATES WERE HELD. ADDITIONAL CONTROL WAS ESTABLISHED, UTILIZING REAL-TIME
KINEMATIC (RTK) GPS AND CONVENTIONAL TRAVERSING FROM SAID PRIMARY CONTROL.
THE BASIS OF BEARINGS IS NORTH 89059'35' WEST ALONG THE SOUTH LINE OF THE
SOUTHEAST ONE -QUARTER OF SECTION 4, AS SHOWN IN R2.
SE REED MARKET ROAD - IRMO LINE
THE RIGHT OF WAY OF SE REED MARKET WAS RETRACED BY HWA IN COUNTY SURVEY NO.
18497, REFERENCE R1, WITH THE CENTER LINE AND RIGHT OF WAY MONUMENTED IN SAID
REFERENCE R2. THE CENTER LINE OF REED MARKET ROAD WAS ESTABLISHED HOLDING
RECORD COURSES PER (R1) TO FOUND CENTER LINE MONUMENT #441 AND RECORD
DISTANCE OF 40.00 FEET FROM FOUND MONUMENT #484 BOTH SET IN (R2). THE NORTH AND
SOUTH RIGHT OF WAY REED MARKET HELD THE RECORD COURSES AND CENTERLINE
OFFSET DISTANCES PER SAID REFERENCE R2.
SE 9TH STREET -'9TH' LINE
THE RIGHT OF WAY OF SE 9TH STREET WAS ESTABLISHED BY DEDICATION WARRANTY DEED
VOLUME 203, PAGE 2751 AS AN 80.00 FOOT WIDE RIGHT OF WAY. THE CENTER LINE WAS
ESTABLISHED BY HOLDING FOUND MONUMENTS #443 AND #444 ON THE SOUTHWESTERLY
RIGHT OF WAY (40.00 FEET FROM CENTER LINE), SET IN REFERENCE R3. ADDITIONAL RIGHT
OF WAY WAS TAKEN OVER THE YEARS WITH RECORDING REFERENCES NOTED HEREIN.
SE 15TH STREET (NORTH)-'15TH(N)' LINE
THE RIGHT OF WAY OF SE 15TH STREET NORTH OF SE REED MARKET ROAD WAS
ESTABLISHED AS F.A. HUNNELL ROAD BY CROOK COUNTY ON MARCH 5, 1908 IN CROOK
COUNTY COMMISSIONERS JOURNAL 4, PAGE 213 WITH A RIGHT OF WAY WIDTH OF 40.00
FEET AND FOLLOWS THE SECTION LINE COMMON TO SECTION 3 AND SECTION 4. THE
CENTER LINE BEING COINCIDENT WITH SAID SECTION LINE WAS ESTABLISHED HOLDING THE
SOUTHEAST CORNER OF SECTION 4 AND THE EAST ONE -QUARTER CORNER OF SECTION 4,
AS SHOWN ON SHEET 1. THE WEST RIGHT OF WAY WAS ESTABLISHED BY DECLARATION OF
DEDICATION RECORDED JANUARY 9, 1986, IN VOLUME 114, PAGE 48. FOUND MONUMENTS
#445 AND #449 SET IN R2 AND R4 WERE HELD. THE EAST RIGHT OF WAY WAS BY DEDICATION
DEED RECORDED FEBRUARY 21, 2014, IN VOLUME 2014, PAGE 5326, REFERENCE D1.
RECORD D1 COURSES WERE HELD TO FOUND MONUMENT #450 AND A 51.00 FOOT OFFSET
FROM SAID CENTER LINE.
SE 15TH STREET (SOUTH) 115TH(S)' LINE
THE CENTER LINE FOR SE 15TH STREET, SOUTH OF REED MARKET ROAD, WAS
ESTABLISHED BY DEEDS AND PAULINA VIEW ESTATES FIRST ADDITION, REFERENCE R9, AND
MONUMENTED BY DESCHUTES COUNTY PER COUNTY SURVEY NO.03869, REFERENCE R5.
ADDITIONAL RIGHT OF WAY WAS TAKEN AND MONUMENTED BY REFERENCE R2 AND THE
PLATS LUDERMAN CROSSING, PHASE 1, REFERENCE R6, LUDERMAN CROSSING PHASE 2,
REFERENCE R7, AND REED POINTE, PHASE 1, REFERENCE R8. THE CENTER LINE WAS
ESTABLISHED HOLDING FOUND CENTER LINE MONUMENTS #478, #494 AND #503 SET IN
REFERENCE R5 AND FOUND MONUMENT #457 AT STA 11+87.87 P.C. (40.00 FEET WESTERLY
OF CENTER LINE) SET IN COUNTY SURVEY #19994. A TANGENT LINE FROM SAID P.C. STATION
WAS PROJECTED NORTHERLY TO INTERSECT WITH THE CENTER LINE OF REED MARKET
ROAD. THE WEST AND EAST RIGHT OF WAY WAS CALCULATED PER RECORD COURSES AND
FOUND MONUMENTS PER SAID R6, R7, R8, R9 AND DEED REFERENCES NOTED HEREIN.
( )R1 RIGHT OF WAY MAP OF A PORTION OF REED MARKET ROAD, BY DAVID R. WILLIAMS, PLS
2686, FILED MARCH 4, 2013 AS COUNTY SURVEY NO. 18497 IN THE DESCHUTES COUNTY
SURVEYOR'S OFFICE.
( )R2 RECORD OF SURVEY RIGHT OF WAY MONUMENTATION OF A LEGALIZED PORTION OF REED
MARKET ROAD, BY PATRICK G. COLE, PLS 79157, FILED FEBRUARY 14, 2022 AS COUNTY
SURVEY NO.20755 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
( )R3 LOT LINE ADJUSTMENT BY JAMES R. TYE, PLS 1104, FILED AUGUST 7, 2001, AS COUNTY
SURVEY NO. 14581, DESCHUTES COUNTY SURVEYOR'S OFFICE.
( )R4 PARTITION PLAT 2008-20 BY DAN E. WOBBE, PLS 2825, FILED MAY 13, 2008 AS COUNTY
SURVEY NO. 17717, DESCHUTES COUNTY SURVEYOR'S OFFICE.
( )R5 PLAT OF SURVEY OF 15TH. STREET BY, BY W.C. KAUFFMAN PLS 1031, FILED DECEMBER 18,
1989 AS DESCHUTES COUNTY SURVEY NO.03869.
( )R6 LUDERMAN CROSSING, PHASE 1 BY JACOB D. POWELL, PLS 90744, FILED APRIL 16, 2020 AS
DESCHUTES COUNTY SURVEY NO.20196.
( )R7 LUDERMAN CROSSING, PHASE 2 BY JACOB D. POWELL, PLS 90744, FILED OCTOBER 23,
2020 AS DESCHUTES COUNTY SURVEY NO.20339.
( )R8 REED POINTE, PHASE 1, BY PETER A. MANLEY, PLS 2214, FILED AUGUST 1, 2006 AS
DESCHUTES COUNTY SURVEY NO. 16983.
( )R9 PAULINA VIEW ESTATES FIRST ADDITION BY RICHARD H. GRAUE, PLS 930, FILED OCTOBER
23, 1973 AS DESCHUTES COUNTY SURVEY NO.08811.
( )D1 DEDICATION DEED RECORDED FEBRUARY 21, 2014 IN VOLUME 2014, PAGE 5326,
DESCHUTES COUNTY OFFICIAL RECORDS.
( )D2 DECLARATION OF DEDICATION RECORDED MARCH 8, 1990 IN VOLUME 203, PAGE 2751,
DESCHUTES COUNTY OFFICIAL RECORDS.
( )D3 DEDICATION DEED RECORDED JANUARY 2, 2014 IN VOLUME 2014, PAGE 000073,
DESCHUTES COUNTY OFFICIAL RECORDS.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2027
CS 21727
9
REED MARKET BUSINESS PARK,
PHASES 1 & 2
91
N.3� s9
E3,2siss�
STATUTORY BARGAIN AND SALE DEED
2025-12451
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
REED MARKET OVERCROSSING AND 15TH ROUNDABOUT IMPROVEMENT PROJECTS
402
D O
b �
LOCATED IN THE SE1/4 SECTION 4, SW1/4 SECTION 3, NE1/4 SECTION 9 AND NW1/4 SECTION 10
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
DECEMBER 2025
�Q
QQ REED MARKET BUSINESS PARK,
PHASES 1 & 2
� 1 /
/ 2
87 30
_\`FRF�D
CP #100 �� , MARkF
r R°Ao
r-PRIA Al
RECOVERED MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
401
378137.09
3297579.40
"RM" 32+66.93
40.03 R
FD 5181N IR W/YPC'HWA', GOOD COND, GS20755
402
378223.58
3297604.44
"RM" 32+66.93
50.00 L
FD NAIL WITH BRASS TAG'HWA', GOOD COND, CS20755
403
378125.14
3297944.48
"RM" 36+20.93
49.99 L
FD 5/81N IR NO CAP, GOOD COND, GS20755
404
378104.54
3298084.89
"RM" 37+76.88
50.02 L
FD 5181N IR W/YPC'HWA', GOOD COND, CS20755
419
377816.47
3298229.70
FD 5181N IR W/YPC, 'SCE$S', GOOD COND, CS12229
421
378002.81
3298259.65
"RM" 39+52.64
49.97 R
FD 5181N IR W/YPC'HWA', GOOD COND, GS20755
422
377980.32
3298195.19
"RM' 38+88.40
73.11 R
FD 5181N IR W/YPC'HWA', GOOD COND, GS20755
423
378036.78
3297938.73
"RM" 36+38.84
36.78 R
FD NAIL WITH BRASS TAG'HWA', GOOD COND, GS20755
424
378036.76
3297934.11
"RM" 36+34.65
37.96 R
FD 5/81N IR W/YPC'HWA', GOOD COND, GS20755
425
378037.84
3297933.76
"RM" 36+34.06
37.00 R
FD 5/81N IR W/YPC'HWA', GOOD COND, CS20755
426
378048.47
3297885.61
"RM' 35+85.71
40.02 R
FD 5181N IR W/YPC'HWA', GOOD COND, CS20755
441
378175.55
3297590.53
"RM" 32+66.93
0.00
FD 1 IN COPPER DISC STAMPED 'HWA', GOOD COND, CS20755
442
378077.07
3297930.57
"RM" 36+20.94
0.05 R
FD 1IN COPPER DISC STAMPED'HWA', GOOD COND, CS20755
443
378054.51
3298084.39
"RM" 37+76.88
0.02 R
FD 11N COPPER DISC STAMPED'HWA', GOOD COND, CS20755
dd7
ATUTORY BARGAIN AND 5
2017-39826
DESCHUTES COUNTY SURVEYOR
FlLEDoa Zs zb jq�ys Colli"ll-s
CP #3
of 0
O N
CURVE TABLE
CURVE #
RADIUS
ARC
CENTRAL
CHORD
LENGTH
ANGLE
Cl (R1)*
573.70'
155.95'
15034W
S81 "38'38"E 155.47'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
JZLL' ceo..'
OREGON
DECEMBER 11, 2012
BRAN C. COURSEN
86998
RENEWS: 12/31/2027
N
50 0
SCALE IN FEET
50
�
IW
--
�
09TH" 1+00.00 BEGIN
of W
o :-. "RM" 44+74.84 P.O.T.
F
o N:378,047.599
W
d,
`-' E:3,298,782.316lu
I
W
SE REED MARKET ROAD
"RM- 36+34.06 37.00' (R)
425
"RM- 36+34.65 37.99 (R)
"RM" 36+38.84 36.78' (R)
1423 HELD
424 HELD
CENTRAL OREGON CANAL
DETAIL 'A'
1"=5'
:ONTROL POINT TABLE
G
EASTING
DESCRIPTION
2
3297486.31
11N COPPER DISC STAMPED'DOWL CONTROL'
B
3298229.07
11N COPPER DISC STAMPED'DOWL CONTROL'
B
3297972.90
1 IN COPPER DISC STAMPED'DOWL CONTROL'
4
3298189.59
1 IN COPPER DISC STAMPED'DOWL CONTROL'
D
3297793.27
5/81N IR W/ OPC STAMPED'HWA CONTROL'
T
3297625.55
1/21N IR W/ OPC'OTAK TRAY'
SEE LEGEND SHEET 1
a
CS 2>>27
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
REED MARKET OVERCROSSING AND 15TH ROUNDABOUT IMPROVEMENT PROJECTS
0-
Z
Z
O
STATUTORY BARGAIN 's
AND SALE DEED
2017-24467 �Z
405
W
M
po N
W�
v
0
O o:
� o
o. "RM' 41+48.24 50.00' (R)
Go
ao _ _ _ _ _ 420
+ (R)
ti
e►�
!Y fp
STATUTORY WARRANTY DEED Z,►
2005-20554
�O
1
CONTROL POINT TABLE
POINT #
NORTHING
EASTING
DESCRIPTION
6
378073.82
3299090.67
11N COPPER DISC STAMPED'DOWL CONTROL'
11
377998.06
3298617.74
11N COPPER DISC STAMPED'HWA CONTROL'
LOCATED IN THE SE1/4 SECTION 4, SW1/4 SECTION 3, NE1/4 SECTION 9 AND NW1/4 SECTION 10
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
DECEMBER 2025
tARGAIN AND SALE DEED
2021-68954
'RM' 44+08.43
43
SHED 6
to
PARTITION PLAT 2001-13
1
1
433 i
409
"RM' 45+41.29 50.00' (L)
PARCEL 1
"9TH" 1+00.00 BEGIN CP #S
o
44+74.84 P.O.T. o N 0
C30cm"RM"
N:378,047.599 I SE REED MARKET ROAD
E-3 298 782 316
- -+ - +- - -� S78- 25'53E 1 "811.73'
o (S89 2553-E 1811.66)R1,R2
N a C4 CP #5
co
v Q
HELD 'RM' 45+35.11 50.00' (R)
0 CP #11 415 _ _ _ _ 440
'RM' 45+35.11 75.00' (R)
418 417 416 437 49
HELD
TRACT
C
48
SE IRON
HORSE LANE
LUDERMAN CROSSING,
PHASE 2
_i-_1113.7T - f _
57
413 • 414
UJI
0
J
IL
J
J
cy
W
0)
RECOVERED MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
405
378101.61
3298377.38
"RM' 40+69.38
49.99 L
FD 5181N IR W/YPC, 'HWA', GOOD COND, GS20755
409
378123.53
3298823.29
'9TH' 0+00
'RM' 48+09.40
40.23 R
FD 5181N IR W/YPC,'SCE&S', BENT TIED POE 1.5' DOWN, GS14438
412
377994.22
3299116.37
50.06 R
FD 11N COPPER DISC STAMPED 'AKS ENGR', GOOD COND, CS20339
413
377994.84
3299056.37
"RM' 47+49.40
50.04 R
FD 5/81N IR W/YPC, 'AKS ENGR.', GOOD COND, CS20339
414
377994.51
3299086.40
"RM' 47+79.43
50.07 R
FD 5/81N IR W/ALC, 'AKS ENGR.% GOOD COND, GS20339
415
377997.02
3298841.66
'RM" 45+34.68
49.99 R
FD 5181N IR W/YPC, ILLGEIBLE, GOOD COND, CS19994
416
377972.44
3298796.33
'RM' 44+89.60
75.02 R
FD 5181N IR W/YPC, ILLGEIBLE, GOOD COND, CS20339
417
377973.98
3298640.77
"RM' 43+34.03
75.01 R
FD 5181N IR W/YPC,'AKS ENGR.', GOOD COND, GS20339
418
377974.44
3298590.47
'RM" 42+83.73
75.06 R
FD 5181N IR W/YPC, 'AKS ENGR.', GOOD COND, CS19994
420
378000.86
3298455.26
'RM' 41+48.26
49.98 R
FD 5181N IR, NO CAP, GOOD COND, CS20755
431
378036.54
3299896.04
'RM' 55+88.61
0.00
FD 3" BRASS DISC ON PIPE STAMPED "PLS 77040" ALONG WITH OTHER MARKINGS, GOOD COND, PER OCRR 1958
433
378124.44
3298743.06
FD 5/81N IR W/YPC, NO CAP, BENT TIED SPIN POINT, GS14581
434
377993.14
3299226.35
"RM' 49+19.39
50.05 R
FD 5/81N IR W/YPC, 'AKS ENGR.', GOOD COND, CS20339
435
377992.23
3299328AO
"RM" 50+21.44
49.95 R
FD 5/81N IR W/YPC, 'AKS ENGR.', GOOD COND, GS20339
437
377972.01
3298841.84
'RM' 45+35.11
75.00 R
FD 5181N IR W/YPC,'HWA', GOOD COND, GS20755
438
378099.80
3298556.64
'RM" 42+48.65
49.96 L
FD 5181N IR W/YPC, 'SCE&S', GOOD COND, GS14798
378098.59
3298661.01
'RM' 43+53.03
49.79 L
FD 5/81N IR W/YPC,'SCE&S', GOOD COND, CS14798
L440
377995.79
3298956.37
'RM" 46+49.39
50.08 R
FD 5/81N IR W/YPC, 'AKS ENGR', GOOD COND, GS20339
378054.51
3298084.39
'RM' 37+76.88
0.02 R
FD 11N COPPER DISC STAMPED'HWA', GOOD COND, GS20755
w410
DESCHUTES COUNTY SURVEYOR
FILED 23 12026 BY:.all(e--..
PINE RIDGE PLAZA
4
I I Tia-
"15TH(Nr 20+00.00 BEGIN
ii
�I ig
o
"RM" 55+88.61 P.I.
w I-
,W
N:378,036.545
E:3,299,896.035
Cl
4310
o j
O
o cc
to
W
/W�
r/
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2027
SEE LEGEND SHEET 1
50 0 50
SCALE IN FEET
to
N
CS 21717
RECOVERED MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
410
378091.53
3299391.00
"RM" 50+83.06
49.97 L
FD 5/81N IR W/YPC, 'HINN, GOOD COND, GS20755
411
378091.10
3299440.76
"RM" 51+32.82
50.03 L
FD 5/81N IR W/YPC'HWA', GOOD COND, GS20755
429
378086.66
3299391.24
"RM" 50+83.35
45.10 L
FD 5/81N IR NO CAP, GOOD COND, CS14738
430
378088.04
3299750.44
"RM" 54+42.51
50.05 L
FD 5/81N IR W/YPC NO CAP, GOOD COND, GS20755
431
378036.54
3299896.04
"RM" 55+88.61
0.00 R
FD 3" BRASS DISC ON PIPE STAMPED "PLS 77040" ALONG WITH
OTHER MARKINGS, GOOD COND, PER OCRR 1958
432
378079.66
3299565.83
"RM" 52+57.99
39.84 L
FD 5/81N IR W/YPC 'OMAN PLS 70Z, GOOD COND, CS03654
435
377992.23
3299328.40
"RM" 50+21.44
49.95 R
FD 5181N IR W/YPC, 'AKS ENGR.', GOOD COND, GS20339
436
377991.34
3299420.35
"RM" 51+13.40
49.92 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, CS20339
445
378459.05
3299846.86
"15TH(N)" 24+22.73
47.14 L
FD 5181N IR NO CAP, BENT TIED SPIN POINT, CS17717
446
378261.36
3299841.78
"15TH(Np 22+25.08
53.17 L
FD 5/81N IR W/YPC'W$H PACIFIC, GOOD COND, GS17717
447
378095.89
3299782.28
"RM" 54+7428
58.22 L
FD 5/81N IR W/YPC'HWA', GOOD COND, GS20755
448
378107.49
3299809.86
"RM" 55+01.74
70.09 L
FD 5181N IR W/YPC'HWA', GOOD COND, GS20755
449
378132.76
3299838.44
"15TH(N)" 20+96.49
57.13 L
FD 5/81N IR W/YPC'HWA', GOOD COND, GS20755
450
378117.48
3299969.66
"RM" 56+64.08
79.22 L
FD 5181N IR W/YPC'HWA', GOOD COND, CS20755
451
378094.49
3300003.27
"RM" 56+97.14
55.47 L
FD 5181N IR W/YPC'HWA', GOOD COND, CS20755
452
378095.73
3300059.54
"RM" 57+53.43
55.42 L
FD 5181N IR W/YPC'HWA', GOOD COND, CS20755
453
377987.24
3300136.68
"RM" 58+28.06
54.81 R
FD 5/81N IR W/YPC'HWA', GOOD COND, GS20755
454
377991.97
3300134.94
"RM" 58+26.43
50.04 R
FD 5/81N IR W/YPC'HWA', GOOD COND, CS20755
456
377952.34
3299810.37
"15TH(S)" 10+88.88
56.69 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, CS19994
486
377983.48
3299697.38
"RM" 53+90.49
55.03 R
FD 5/81N IR W/YPC OAKS ENGR.', GOOD COND, GS20339
487
377984.42
3299604.36
"RM" 52+97.47
55.01 R
FD 5181N IR W/YPC'AKS ENGR.', GOOD COND, CS20339
488
377984.82
3299565.50
"RM" 52+58.61
55.00 R
FD 5181N IR W/YPC OAKS ENGR.', GOOD COND, CS19994
489
377989.83
3299565.55
"RM" 52+58.61
50.00 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, CS19994
490
377990.38
3299512.34
"RM" 52+05.40
49.97 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, CS20339
491
377982.68
3299783.89
"RM" 54+77
54.97 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, CS19994
499
378094.06
3300223.36
"RM" 59+17.17
49.99 L
FD 5/81N IR W/YPC'HWA', GOOD COND, CS20755
500
378108.67
3300223.34
"RM" 59+17.48
64.60 L
FD 5/81N IR W/YPC'HWA', GOOD COND, CS20755
CONTROL, RETRACEMENT AND
MONUMENT RECOVERY SURVEY
REED MARKET OVERCROSSING AND
15TH ROUNDABOUT IMPROVEMENT PROJECTS
to
W
I LOCATED IN THE SE1/4 SECTION 4, SW1/4 SECTION 3, NE1/4 SECTION 9 AND NW1/4 SECTION 10
M I
I TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
oa (
"15TH(N)" 25+00 END
I
N:378,536.539 CITY OF BEND, DESCHUTES COUNTY STATE OF OREGON
p
o� cP #26
I
I E:3,299,893.628 DECEMBER 2025
I
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O'O
u u
I DESCHUTES COUNTY SURVEYOR
HELD
La
445
N
I
I IzO2,�, lild.5-
-15TH(N)" 24+22.72 47.19 (L)
03IZ3 w
FILED By.@
VARIES
_
�Q o
N
I
I
O 0�0
�
�o
N
51.00'
I (DI r
I
I
I 20.00'
I
_o
I
Q
za
z^
z
CONTROL POINT TABLE
POINT #
NORTHING
EASTING
DESCRIPTION
12
378002.56
3299582.00
11N COPPER DISC STAMPED'HWA CONTROL'
13
377979.93
3299968.82
1IN COPPER DISC STAMPED'HWA CONTROL'
25
378205.63
3299938.59
1IN COPPER DISC STAMPED'DOWL CONTROL'
26
378502.95
3299850.02
11N COPPER DISC STAMPED'DOWL CONTROL'
27
1 378091.28
3300202.05
11N COPPER DISC STAMPED'DOWL CONTROL'
6I W
1 Q`� p�
W
I
z top
� I �cil 1*
cc
1
v)
LO o N
_
3. I p
446
IA
(01
0
W
o I
z
�
1 1-15TH(N)" 21+84.71 51.00'
I
CP #25
I I 0
I
VARIES
1
1
I
WARRANTY DEED
i
2014-17115 VARIES
I BARGAIN & SALE DEED
1 221-284 50 0 50
'15TH(N)' 20+96.53 57.09' (L) AAQ i I "RM" 56+64.08 79.27 (L) SCALE IN FEET
mow
PINE RIDGE PLAZA 449
3 2 1 "RM" 55+01.74 70.W (L) I E D "RM" 5s+97.14 55.4T (L) "RI" 59+17.44 64.68' (L)
DEDICATION DEED -RM" 54+74.28 58.27 (L) I 1 I
"RM" 57+53.43 55.42' (L) 500
2013-34600 "RM" 54+42.51 50.00' (L) 448 1 _ _ "RM" 59+17.16 50.00' (L)
HELD I 451 452 _ _ CP #27
-- 410 411_ 447 I I Q --
1 499
429 • 432 - - - - 430 HELD I I
o ; "RM" 55+88.61 P.I. DEDICATION DEED 2014-5326 1
Co N oir
" "15TH(N)" 20+00.00 BEGIN I - J o
� aOf N:378,036.545 1 L-------------------------
N - - _ E:3,299,896.035 SE REED MARKET ROAD
W _ SE REED MARKET ROAD 431 _ - S89025'53"
N8
o+ o S89'41'10W)R1 R2 39' o =
o �
o ( "o
o;
+ o -a (O
1 0
.[
0o HELD a N n S89"25'S3"E 22.55' C) o
"' " "RM" 52+58.65 50.00' (R) CP 12 'n (S89025'53 22. .55- 58+26.43 50.00' (R)
v
454 _--
435 436 _ _ 490 _ 489 487 1 CP HELD "RM" 58+28.19 54.76' (R) - - - -
_ _ _ 486 491
488 - - - A 453
STA. 52+58.61 55.00' (R) HELD "RM" 54+77.00 55.00' (R) ,3 2
I "15TH(S)" 10+00.00 BEGIN -'
456 "RIM" 55+66.06 PAULINA VIEW ESTATES FIRST ADDITION
115 116 117 118 N:378,036.769 "RM" 56+89.91 78.21' (R) BLOCK 4
'15TH(S)" 10+88.92 56.69' (R) E:3,299,873.488
TRACT E I 4
SEE LEGEND SHEET 1
LUDERMAN CROSSING,
PHASE 2 = REGISTERED SHEET 5 {
PROFESSIONAL
N l LAND SURVEYOR
W
] 13WL
87 .co � 1 ;
OREGON WWW.DOWL.
DECEMBER 11, 2012
SHEET 7 BRIAN C. COURSEN 1001 SW Emkay Drive, Suitt
86998 Bend, Oregon 9
RENEWS: 12/31 /2027 r%A I
N
N
M03 21721
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
REED MARKET OVERCROSSING AND 15TH ROUNDABOUT IMPROVEMENT PROJECTS
LOCATED IN THE SE1/4 SECTION 4, SW1/4 SECTION 3, NE1/4 SECTION 9 AND NW1/4 SECTION 10
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
DECEMBER 2025
\ '9TH' 8+59.43 50.00' (R)
O -
��Q
ag"�� 1$• 35 ♦ 5p.
JQ'Q`L1 ♦ bpO�l \ \ �
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HELD
444 p�: ♦ \1-*
lot,
Al• \9�-
o �Q • ` \off% PARCEL 2
x4jp�.
r� \ 9�0 \ O
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CP #4 .0`�
\ 9�0 \ S
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50
SCALE IN FEET
o=
o 04
6�
BARGAIN & SALE DEED
221-284
DESCHUTES COUNTY SURVEYOR
FILED � 23 r.6 IV: Cd1 rids'
-RM- 69+00-26 50.00' (L)
-- -- -- -- -- -- 484
HELD
SE REED MARKET ROAD
o�
0
to -
-
�h o00
485
o;
o�
v�
--+- - - - - N88041'10"E 1336.39'
0
O+ O N
co o ^ (V CP #28 483 W
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480 V481 N
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�O DEED s`S6' rx F Q`ti1 ppp * x x�se� \�oocpF4i
o
2021-2973� O ` D� tit ?s S
CURVE TABLE
CURVE # RADIUS ARC CENTRAL CHORD
LENGTH ANGLE
C2 * 300.00' 249.25' 47036'120 N230142M 242.14'
C3 * 716.20' 140.20' 11 "12'S6' S41 "26'0T'E 139.9T
* CALCULATED CENTER LINE PER D2
CONTROL POINT TABLE
POINT # NORTHING EASTING DESCRIPTION
4 378516.01 3298544.20 1 IN COPPER DISC STAMPED 'DOWL CONTROL'
28 378019.04 1 MW%4.58 L' 1 IN COPPER DISC STAMPED 'DOWL CONTRO
O
� -O 0'L
.00%QJ
y rp
\ pp
Y\,Oor\
DEDICATION WARRANTY
DEED 2005-55522 ` %0
BARGAIN AND SALE DEED � 02 40-uu
2021-68954 10 p0� (Dt
t t
2
1
1 2
BLOCK i
A VIEW ESTATES FIRST ADDITION
I
REED MARKET "RM" STA 60+00 THROUGH 69+25
1"=50'
PARCEL 1
RECOVERED MONUMENTS
* CALCULATED CENTER LINE PER D2
CONTROL POINT TABLE
POINT # NORTHING EASTING DESCRIPTION
4 378516.01 3298544.20 1 IN COPPER DISC STAMPED 'DOWL CONTROL'
28 378019.04 1 MW%4.58 L' 1 IN COPPER DISC STAMPED 'DOWL CONTRO
O
� -O 0'L
.00%QJ
y rp
\ pp
Y\,Oor\
DEDICATION WARRANTY
DEED 2005-55522 ` %0
BARGAIN AND SALE DEED � 02 40-uu
2021-68954 10 p0� (Dt
t t
2
1
1 2
BLOCK i
A VIEW ESTATES FIRST ADDITION
I
REED MARKET "RM" STA 60+00 THROUGH 69+25
1"=50'
PARCEL 1
RECOVERED MONUMENTS
O
� -O 0'L
.00%QJ
y rp
\ pp
Y\,Oor\
DEDICATION WARRANTY
DEED 2005-55522 ` %0
BARGAIN AND SALE DEED � 02 40-uu
2021-68954 10 p0� (Dt
t t
2
1
1 2
BLOCK i
A VIEW ESTATES FIRST ADDITION
I
REED MARKET "RM" STA 60+00 THROUGH 69+25
1"=50'
PARCEL 1
RECOVERED MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
406
378604.68
3298469.27
-9TH' 7+61.41
40.23 R
FD 11N COPPER DISC STAMPED'DEA INC' GOOD COND, NO RECORD
407
378603-46
3298470.40
'9TH" 7+59.67
40.10 R
FD 11N COPPER DISC STAMPED'DEA INC.' GOOD COND, CS17960
408
378409.73
3298678.28
09TH" 4+75.51
39.97 R
FD 11N COPPER DISC STAMPED'DEA INC.' GOOD COND, CS17960
409
378123.53
3298823.29
"9TH" 1+76.33
40.23 R
FD 5/81N IR W/YPC, 'SCE&S', BENT TIED POE 1.5' DOWN, CS14438
433
378124.44
3298743.06
09TH" 1+76.46
40.00 L
FD 5181N IR W/YPC, NO CAP, BENT TIED SPIN POINT, GS14581
444
378621.73
3298343.95
09TH' 8+59.43
40.00 L
FD 5181N IR W/ YPC'SCE&S', GOOD COND, CS14581
480
378000.51
3300504.96
'RM' 61+96.54
49.99 R
FD 5/81N IR W/YPC'HWA', GOOD COND, CS20755
481
378007.26
3300564.99
'RM' 62+56.72
44.62 R
FD 5181N IR W/ALC'DESC. CO. PUB. WORKS', GOOD COND, GS08810
482
378011.84
3300565.74
'RM" 62+57.57
40.06 R
FD 5181N IR W/ALC'DESC. CO. PUB. WORKS', GOOD COND, GS08810
483
378014.42
3300679.25
'RM' 63+71.11
40.08 R
FD 5181N IR W/ALC'DESC. CO. PUB. WORKS', GOOD COND, CS08810
484
378106-61
3301206.24
"RM" 69+00.07
40.00 L
FD 5181N IR W/YPC'HWA', GOOD COND, CS20755
485
378116.54
3301206.19
"RM" 69+00.26
49.93 L
FD 5181N IR W/YPC -HWA', GOOD COND, GS20755
t
50-W I.
HELD "9TH" 1+76.42 P.C.
'9TH' 1+66.41 50-W (L) 433 '9TH' 1+76.42 40.00' (R)
409 SEE LEGEND SHEET 1
-RM- 44+08.43 50.00' (L) -RM- 45+41.29 50.W (L) qdl
REGISTEREDNNEEN
-- -- I6 --- PROFESSIONAL
w LAND SURVEYOR
"9TH" 1+00.00 BEGIN ti
"RM" 44+74.84 P.O.T. -&)
N:378,047.599 icn
12
E:3,298,782.316 Z OREGON
DECEM
SE REED MARKET ROAD BER 11, 2012
BRIAN C. COURSEN
86998
C4
m
CS 21727
RENEWS: 12/31/2027
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
REED MARKET OVERCROSSING AND 15TH ROUNDABOUT IMPROVEMENT PROJECTS
LOCATED IN THE SE1/4 SECTION 4, SW1/4 SECTION 3, NE1/4 SECTION 9 AND NW1/4 SECTION 10
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
DECEMBER 2025
DESCHUTES COUNTY SURVEYOR
FILED a3 23 ZoZG gy C�1A_
'
I
1
"RM" 56+89.91 78.21(R)
I
I
"15TH(S)"
I
a
cy
ch
N
11+16.13
89.19' (L)
PAULINA VIEW ESTATES FIRST ADDITION U
I
ti
1 d
I
BLOCK 4
co)
1-1
v-
co
"15TH(S)" 11+87.89 73.48' (L)
N
8 =
°+°
455 4
5 I 6
7
"15TH(S)" 18+22.29 40.00'
Ln
DEDICATION DEED
U
'15TH(S)" 12+11.24 59.60' (L)
I
"^
�
015 W(ST 16+26 75 3520
- -
2013-39803
N
-15TH(S)" 12+37.47 48.90' (L)
"15TH(S)" 13+11.20 42.51' (L) I
- -
1
°D
DEDICA7ION DEED
�_'
PER PLAT OFFIRCP #2
-
- -
- - ----------------�
-----------J------�-C6----
-
2014-00073
C7
__
p1CATED
DE ANEW EST w
465 PADUN ADDITION
�o
a
1
S89025'53"E22.55'----
S89 47'14"E 22.60' RS
( )
(N0333'121E 187.87')R5
=
I-
w
----
'15TH(S)' 14+34.08 34.92' (L) I
----------------�''---
(N05 38'39pW 196-06')R5
" - __� "'
ON
5 E .
----_--__.
494
HELD
_
-- - � 14_56"W187.8T
_�
I
>
'15TH(S)" 14+83.45 31.55' (L)
- _�_'S5�
I
OF DEDICATION
"15TH(S)"
-
10+00.00 BEGIN - --- -
_
_ _- _-..�.-- -
478
DECLARATION 1-1735
1Y
"RM" 55+66.06
�'- - - - - --}- - - -
+ - - --�- -
o HELD
o
N:378,036.769
I
DECLARATION OF DEDICATION
112-240
I DECLARATION OF DED1CA710N
+ DECLARATION OF DEDICATION
I
L 492 _ -- 498
-I
Q
E:3,299,873.488
0
0
o
112-242
SE 15TH ST
155-2637
463 -
�
- - --�-
o
to
v
#22 0
_ _ - --
496
Q
"15TH(S)" 11+28.57 50.00' (R)
HELD
�
(
�
460 461 - - -- -
_
- _
��
464
- 495
493
UJI
W
1 15TH(S) 10+88.92 56.69 (R) -
_ - 457
- -.- 468 �
_ _ �-
458 _ - - _ -
-
_
o Go
466
467
469
_ _ _ _
470 471
_
475
77
`59 W
Z a
462
T
o
o co
o
-
472
473
474
OJ
1
87
86 0 �
o�
85
84
83
82
81
8011
7127
0 o
oW
� W
I
TRACT E
``
LUDERMAN
CROSSING,
PHASE 2
W U)
U)
REED POINTE,
i
LUDERMAN
CROSSING,
LUDERMAN CROSSING,
PHASE 1
PHASE i
=
PHASE 1
RECOVERED MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
431
378036.54
3299896.04
"RM" 55+88.61
0.00 R
FD 3" BRASS DISC ON PIPE STAMPED "PLS 77040" ALONG
WITH OTHER MARKINGS, GOOD COND, PER OCRR 1958
455
377843.95
3299932.85
"15TH(S)" 11+87.89
73.48 L
FD 5181N IR NO CAP, GOOD COND, CS18593
457
377852.38
3299819.68
"15TH(S)" 11+87.87
40.00 R
FD 5181N IR W/YPC, 'AKS ENGR.', GOOD COND, CS19994
458
377615.37
3299815.69
"15TH(S)" 14+20.49
39.93 R
FD 5181N IR W/YPC, ILLEGIBLE, GOOD COND, CS20196
459
377535.35
3299810.42
"15TH(S)" 14+98.34
49.91 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, GS20196
460
377506.93
3299822.84
"15TH(S)" 15+27.08
39.96 R
FD 5181N IR W/ALC'AKS ENGR.', GOOD COND, GS20196
461
377505.36
3299822.97
"15TH(S)" 15+28-65
39.97 R
FD 5/81N IR W/ALC'AKS ENGR.', GOOD COND, GS20196
462
377475.40
3299815.73
"15TH(S)" 15+57.82
49.94 R
FD 5181N IR NO CAP, BENT TIED SPIN POINT, CS20196
463
377375.10
3299835.02
"15TH(S)" 16+59-47
39.96 R
FD 5181N IR W/YPC'HWA', GOOD COND, CS16087
464
377374.96
3299825.00
"15TH(S)" 16+58.69
49.96 R
FD 5/81N IR W/YPC'HWA', GOOD COND, CS16983
465
377460.60
3299899.00
"15TH(S)" 15+80.23
31.62 L
FD 5/81N IR W/YPC -OMAN PLS702', GOOD COND, CS08812
466
377912.31
3299814.10
"15TH(S)" 11+28.51
50.01 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, GS20339
467
377895.40
3299812.84
"15TH(S)" 11+45.47
50.01 R
FD 5181N IR W/YPC'AKS ENGR.', GOOD COND, CS20339
468
377860AI
3299810.25
"15TH(S)" 11+80.56
50.00 R
FD 5181N IR W/YPC'AKS ENGR.', GOOD COND, CS20339
469
377853.10
3299809.72
"15TH(S)" 11+87.89
49.99 R
FD 5181N IR W/YPC'AKS ENGR.', GOOD COND, GS20339
470
377825.36
3299807.80
015TH(S)" 12+15.03
50.03 R
FD 5181N IR W/YPC'AKS ENGR.', GOOD COND, CS20339
471
377790.39
3299806.02
"15TH(S)" 12+49.21
49.97 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, CS20339
RECOVERED MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
472
377755.35
3299804-77
"15TH(S)" 12+83.43
49.97 R
FD 5181N IR W/YPC'AKS ENGR.', GOOD COND, GS20339
473
377720.35
3299804.17
"15TH(S)" 13+17.60
49.91 R
FD 5181N IR W/YPC'AKS ENGR.', GOOD COND, GS20339
474
377685.42
3299804.09
"15TH(S)" 13+51.70
49.92 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, GS20339
475
377650.33
3299804.59
015TH(S)" 13+85.95
49.93 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, GS20339
476
377615.36
3299805.67
"15TH(S)' 14+20.10
49.94 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, GS20196
477
377580.37
3299807.32
"15TH(S)" 14+54.30
49.98 R
FD 5/81N IR W/YPC'AKS ENGR.', GOOD COND, CS20196
478
377510.50
3299862-63
"15TH(S)" 15+27.18
0.00 R
FD 5/81N IR W/ALC'DESC. CO. SURV. OFF.', GOOD COND, CS03869
492
377312.54
3299841.08
"15TH(S)" 17+22.33
39.70 R
FD 5/81N IR W/YPC'HWA', GOOD COND, GS16087
493
377310.69
3299830.84
"15TH(S)" 17+23.22
50.06 R
FD 5181N IR W/YPC'HWA', GOOD COND, GS16983
494
377315.30
3299880-68
015TH(S)017+23.22
0.00 R
FD 5/81N IR W/ALC'DESC. CO. SURV. OFF.', GOOD COND, CS03869
495
377296.18
3299832.09
"15TH(S)" 17+38.61
50.03 R
FD 5/81N IR W/YPC'HWA', GOOD COND, CS16983
496
377295.76
3299832.15
"15TH(S)" 17+39.06
50.00 R
FD NAIL WITH BRASS TAG, 'HWA', GOOD COND, CS16983
498
377265.80
3299844.00
"15TH(S)" 17+71.20
39.91 R
FD 5/81N IR W/YPC'HWA', GOOD COND, CS16983
501
377217.16
3299835-58
"15TH(S)" 18+22.16
48-99 R
FD 5/81N IR W/RPC'HWA REF MON% GOOD COND, CS16983
502
377217.01
3299844.59
"15TH(S)" 18+22.19
39.98 R
FD 5/81N IR W/YPC'HWA', GOOD COND, GS16087
503
377216.36
3299884.56
"15TH(S)" 18+22.29
0.00 R
FD 5/81N IR W/ALC `DESC. CO. SURV. OFF.', GOOD COND, CS03869
CONTROL POINT TABLE
POINT #
NORTHING
EASTING
DESCRIPTION
22
377801.41
3299825.76
11N COPPER DISC STAMPED'DOWL CONTROL'
23
377334.02
3299903.19
1IN COPPER DISC STAMPED'DOWL CONTROL'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2027
CURVE TABLE
CURVE #
RADIUS
ARC
CENTRAL
CHORD
LENGTH
ANGLE
C4
2039.24'
339.37
903ZO10
S0031'040E 338.92'
(R5)
2039.24'
339.22'
93151-
05
932.44'
99.07'
600501 Y
N2014'27"V1199.02'
(R5)
932.44"
99.09'
6 05'19"
C6
935.06'
120.84'
7024'17"
S2039'24"W 120.76'
(D3)
935. 06'
12a 84'
S02 39'09"W 120. 76'
C7
926.29
142.79'
8"4957"
S6*33'43"E 142.65'
(R9)
926.28'
C8
972.44'
199.95'
11 "46'52"
N5005 I M 199.60'
(R9)
972.44'
200. 00'
S576'51 "E 199 64'
40 0 40
SCALE IN FEET
SEE LEGEND SHEET 1
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503
o;
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0 0
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to
502
501
CA
CS 2 17 2 7 -