HomeMy WebLinkAboutSurvey 19773RECORD OF SURVEY
CHANGES MADE PER AFFIDAVIT OF
*CORRECTION IN VOL.
CONTROL, RECOVERY AND RETRACEMENT SURVEY PAG /1
FOR THE DESCHUTES COUNTY ROAD DEPARTMENT %�p
SOUTH CANAL BOULEVARD, S.W. 61 ST STREET AND S.W. QUARRY AVENUE INTERSECTION DESC E
LOCATED IN THE SOUTHWEST QUARTER (SW1/4) OF SECTION 1, THE SOUTHEAST QUARTER (SE1/4) OF SE C
THE NORTHEAST QUARTER (NE1/4) OF SECTION 11 & THE NORTHWEST QUARTER (NW1/4) OF SECTION 2,
TOWNSHIP 16 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN
DESCHUTES COUNTY, OREGON
OCTOBER 2018
NARRATIVE
THIS SURVEY WAS PERFORMED TO RETRACE THE RIGHTS -OF -WAY FOR SOUTH CANAL BOULEVARD (OLD
BEND-REDMOND HIGHWAY), S.W. 61ST STREET & S.W. QUARRY AVENUE, AND FOR THE ESTABLISHMENT OF
SURVEY CONTROL POINTS AND PERPETUATION OF RECOVERED BOUNDARY MONUMENT POSITIONS WITHIN THE
PROJECT AREA THAT COULD BE DISTURBED OR DESTROYED DURING FUTURE CONSTRUCTION ACTIVITIES.
THE RIGHT-OF-WAY SHOWN HEREON FOR SOUTH CANAL BOULEVARD (OLD BEND-REDMOND HIGHWAY) WAS
ESTABLISHED AS FOLLOWS:
THIS ROAD WAS ORIGINALLY REFERRED TO AS THE DALLES-CALIFORNIA HIGHWAY AS SHOWN ON OREGON
STATE HIGHWAY DEPARTMENT DRG. NO. 21318-4 TITLED LOCATED LINE "A", DALLES-CALIFORNIA
HIGHWAY-DESCHUTES COUNTY, BEND-JEFFERSON COUNTY LINE SECTION, DATED 1919 (R1){N). A NOTE ON THE
FACE OF SAID DRG. NO. 21318-4 MAP STATES "THIS ROUTE ABANDONED AS STATE HIGHWAY JULY 29, 1937".
IT APPEARS THIS ROAD WAS ESTABLISHED AS A COUNTY ROAD PER COMMISSIONER'S JOURNAL 1, PAGES
242-249, DATED MARCH 26, 1920 (R1){N). THIS ORDER OF ESTABLISHMENT CREATED A 60 FOOT WIDE
RIGHT-OF-WAY AND INCLUDES A CENTERLINE DESCRIPTION FOR THE PROPOSED ROADWAY, "THE CENTER LINE
OF WHICH IS NOW STAKED OUT ON THE GROUND". TO DATE, NO CENTERLINE OR RIGHT-OF-WAY MONUMENTS
FROM THIS 1919 SURVEY HAVE BEEN REPORTED FOUND. BECAUSE OF THIS, I BELIEVE THE AS -CONSTRUCTED
CENTERLINE OF THE EXISTING ROADWAY PROVIDES THE BEST EVIDENCE AS TO THE INTENDED 1919
DESCHUTES COUNTY ROAD ALIGNMENT.
A FOUND STEEL BAR (#1290) MARKING THE NORTHERLY END OF S.W. 61ST STREET, DESCHUTES-PLEASANT
MARKET ROAD ALIGNMENT (SEE BELOW), AT P.I. STATION 195+58.5=CENTERLINE OF THE DALLES-CALIFORNIA
HIGHWAY WAS HELD FOR THE CENTERLINE OF SOUTH CANAL BOULEVARD. THIS MONUMENT MATCHES THE
AS -CONSTRUCTED CENTERLINE FOR SOUTH CANAL BOULEVARD WITHIN REASON AND PROVIDES A COMMON
POINT BETWEEN ALIGNMENTS. HOLDING THIS POINT, THE RECORD BEARING FOR THE CENTERLINE OF SOUTH
CANAL BOULEVARD LYING NORTHEASTERLY AND SOUTHWESTERLY OF THIS POINT WAS ROTATED TO BEST FIT
THE AS -CONSTRUCTED CENTERLINE OF SOUTH CANAL BOULEVARD WITHIN THE PROJECT AREA.
THE MONUMENTED NORTHWESTERLY LINE OF THAT 10.00' WIDE RIGHT-OF-WAY DEDICATION (SOUTHEASTERLY
LINE OF PARCEL 2) OF PARTITION PLAT NO. 2018-9 (M) WAS HELD FOR THE NORTHWESTERLY RIGHT-OF-WAY LINE
FOR SOUTH CANAL BOULEVARD NEAR THE NORTHEASTERLY EXTENTS OF THE PROJECT AREA.
THE RIGHT-OF-WAY SHOWN HEREON FOR S.W. 61ST STREET (F.H. SHERWOOD ROAD ALIGNMENT) WAS
ESTABLISHED AS FOLLOWS:
THE LINES COMMON TO SECTIONS 1 & 2 AND SECTIONS 11 & 12 WERE HELD AS THE CENTERLINE OF THE ROAD
RIGHT-OF-WAY PER THAT SURVEYOR'S REPORT AND MAP SIGNED BY THE DEPUTY COUNTY SURVEYOR FOR
tCROOK COUNTY, AS FILED OCTOBER 31, 1911 (R3)(S). THIS SURVEY APPEARS TO BE THE BASIS FOR THAT
`,ORDER OF ESTABLISHMENT RECORDED SHORTLY THEREAFTER IN CROOK COUNTY COMMISSIONER'S JOURNAL
5, PAGE 575. NO RIGHT-OF-WAY WIDTH WAS STATED WITHIN THESE DOCUMENTS, AND IS THEREFORE SHOWN
AS 60 FEET (30' EACH SIDE OF THE SECTION LINE) PER THE STATUTORY WIDTH IN EFFECT AT THE TIME.
THE RIGHT-OF-WAY SHOWN HEREON FOR S.W. 61ST STREET (DESCHUTES-PLEASANT RIDGE MARKET ROAD
ALIGNMENT) SOUTHERLY OF S.W. CANAL BOULEVARD WAS ESTABLISHED AS FOLLOWS:
THE CENTERLINE FOR S.W. 61 ST STREET (DESCHUTES-PLEASANT RIDGE MARKET ROAD ALIGNMENT) IS
DESCRIBED WITHIN DESCHUTES COUNTY FIELD BOOK NO. 55, PAGES 1-12 TRANSIT NOTES FOR
DESCHUTES-PLEASANT RIDGE MARKET ROAD (R2){P) AND ON THAT MAP OF DESCHUTES-PLEASANT RIDGE
MARKET ROAD NO. 34 (R2){Q}. THE ORDER OF ESTABLISHMENT FOR THIS ROAD WAS RECORDED IN DESCHUTES
COUNTY COMMISSIONERS' JOURNAL 2, PAGE 383 ON APRIL 25, 1929 (R2){R}.
FOUND MONUMENTS AT P.I. STATIONS 148+87.6 (#1172) AND 195+58.5 (#1290), AS SHOWN ON COUNTY SURVEY
NO. 01786 (F) WERE HELD TO DEFINE THE CENTERLINE OF THIS PORTION OF S.W. 61ST STREET. THIS SURVEY
APPEARS TO BE A THOROUGH RETRACEMENT OF THE ORIGINAL 1927 DESCHUTES COUNTY SURVEY OF
DESCHUTES -PLEASANT MARKET RIDGE MARKET ROAD (R2){P}{Q}. TANGENT LENGTHS FOR CURVES Cl & C2
WERE HELD PER THE ORIGINAL 1927 DESCHUTES COUNTY SURVEY WITH RADIAL DISTANCES COMPUTED BASED
ON THE RESULTING ANGLES OF INCIDENCE BETWEEN THE RESOLVED TANGENTS OF S.W. 61ST AND SOUTH
CANAL BOULEVARD. THE CENTERLINE CURVES BASED ON THE ORIGINAL 1927 DESCHUTES COUNTY SURVEY
WERE FOUND TO BE BASED ON CHORD DEFINITION DERIVED DEGREE OF CURVATURE VALUES, WITH LENGTHS
EXPRESSED AS THE SUM OF CHORD SEGMENTS (100 FEET LONG) ALONG THE OVERALL CURVE.
DESCHUTES-PLEASANT RIDGE MARKET ROAD WAS ESTABLISHED BY THAT ORDER OF ESTABLISHMENT
RECORDED APRIL 25, 1929 IN DESCHUTES COUNTY COMMISSIONER'S JOURNAL 2, PAGE 383 (R2){R).
A PORTION OF THE F.H. SHERWOOD ROAD RIGHT-OF-WAY AS ESTABLISHED IN 1911, LYING SOUTHERLY OF
SOUTH CANAL BOULEVARD, OVERLAPS THE DESCHUTES-PLEASANT RIDGE MARKET ROAD RIGHT-OF-WAY. NO
VACATION DOCUMENTS WERE FOUND FOR THIS PORTION OF F.H. SHERWOOD ROAD, NOR WAS ANY LANGUAGE
INCLUDED WITHIN THE DESCHUTES -PLEASANT MARKET RIDGE MARKET ROAD ESTABLISHMENT DOCUMENTS
REGARDING THE EXISTENCE OF, OR INTENT TO VACATE, THE PREVIOUSLY ESTABLISHED F.H. SHERWOOD ROAD
RIGHT-OF-WAY. THEREFORE, BOTH RIGHTS -OF -WAY ARE SHOWN HEREON, RESULTING IN A NON -UNIFORM
WIDTH FOR S.W. 61ST STREET (SOUTHERLY OF SOUTH CANAL BOULEVARD).
THE RIGHT-OF-WAY SHOWN HEREON FOR S.W. QUARRY AVENUE (M.M. WHITTEMORE ROAD ALIGNMENT)
EASTERLY OF S.W. CANAL BOULEVARD WAS ESTABLISHED AS FOLLOWS:
THE CENTERLINE FOR S.W. QUARRY AVENUE (M.M. WHITTEMORE ROAD) WAS ORIGINALLY DESCRIBED AS
RUNNING ALONG THE NORTH LINE OF SECTION 12 PER THAT SURVEYOR'S REPORT BY ROBERT B. GOULD,
DEPUTY COUNTY SURVEYOR, DATED AUGUST 31,1915 (R4)(U). THE ORDER OF ESTABLISHMENT FOR THIS ROAD
WAS RECORDED IN CROOK COUNTY COMMISSIONERS' JOURNAL 5, PAGE 375 ON SEPTEMBER 2, 1915 (R4){V}. NO
RIGHT-OF-WAY WIDTH WAS STATED WITHIN THESE DOCUMENTS. FENCE LINES WITHIN THIS PORTION OF THE
PROJECT AREA ON THE NORTH AND SOUTH SIDES OF THE ROADWAY MEASURE APPROXIMATELY 40 FEET
ACROSS. IN 2017, THE DESCHUTES COUNTY SURVEYOR'S OFFICE WAS INSTRUCTED TO DETERMINE THE
SOUTHERLY RIGHT-OF-WAY LINE OF S.W. QUARRY AVENUE IN RESPONSE TO A REPORT THAT A FENCE ON TAX
LOT 16-12-12-300 HAD BEEN DAMAGED BY SNOW PLOWING WORK. THE CONCLUSION OF THIS STUDY CONFIRMED
THAT THE TOTAL RIGHT-OF-WAY WIDTH FOR M.M. WHITTEMORE ROAD IS 60 FEET (THE DEFAULT STATUTORY
WIDTH IN 1915), WITH THE RIGHT-OF-WAY LINES BEING 30 FEET EACH SIDE OF THE SECTION LINE, AS SHOWN
HEREON.
THE RIGHT-OF-WAY SHOWN HEREON FOR S.W. QUARRY AVENUE (WEST WHITTEMORE ROAD ALIGNMENT)
WESTERLY OF S.W. CANAL BOULEVARD WAS ESTABLISHED AS FOLLOWS:
RESEARCH PERFORMED BY THE DESCHUTES COUNTY SURVEYOR'S OFFICE IN 2008 INDICATE THAT THIS
RIGHT-OF-WAY WAS ESTABLISHED AND/OR LEGALIZED IN 1941 PER DESCHUTES COUNTY COMMISSIONERS'
JOURNAL 4, PAGE 18 (R5){W}. PER A NOTICE OF LEGALIZATION FOR WEST WHITTEMORE ROAD DATED
SEPTEMBER 17, 1941, THE CENTERLINE IS DESCRIBED AS RUNNING ALONG THE THE NORTH LINE OF SECTION 11
(HELD FOR ROAD RIGHT-OF-WAY CENTERLINE AS SHOWN HEREON), BUT NO WIDTH WAS SPECIFIED FOR THIS
RIGHT-OF-WAY. NO ACTUAL RESOLUTION OR ESTABLISHMENT ORDERS WERE FOUND. PER WILLIAM F. FRYE'S
PAPER TITLED "DETERMINING WIDTHS OF EXISTING RIGHTS -OF -WAY FOR COUNTY ROADS", THE LAW
NARRATIVE (CONT.)
OFFICIAL RECORDS
N 2,
NTY SURVEYOR
PRESCRIBES NO STANDARD WIDTH FOR RIGHTS -OF -WAY ESTABLISHED DURING THIS TIME PERIOD
AND THAT THE WIDTH OF COUNTY ROAD MUST BE STATED SUBJECT TO A SPECIFIED MINIMUM.
AFTER REVIEWING AVAILABLE 1941 ESTABLISHMENT DOCUMENTS, DESCHUTES COUNTY LEGAL
COUNSEL STATED THE HISTORY PROVIDED "FAVORS 40 FEET" FOR THE RIGHT-OF-WAY WIDTH OF
WEST WHITMORE ROAD. THE RIGHT-OF-WAY WIDTH IS THEREFORE SHOWN AS 40 FEET, 20 FEET
EACH SIDE OF THE SECTION LINE, HEREON.
THE AS -CONSTRUCTED ROADWAY CROWN WAS FOUND TO LIE SOUTHERLY OF THE SECTION LINE
(APPROX. 5'-6' THROUGH THE PROJECT AREA). THE 1941 NOTICE OF LEGALIZATION CALLS FOR THE
NORTH LINE OF SECTION 11, RATHER THAN THE PHYSICAL ROAD, TO BE THE ROAD RIGHT-OF-WAY
CENTERLINE. NO EVIDENCE WAS FOUND TO SUGGEST THAT THE SECTION LINE HAD BEEN
DETERMINED TO FALL SOUTHERLY (ALONG THE AS -CONSTRUCTED ROADWAY) OF THE CURRENTLY
ACCEPTED LINE AS RELATED TO THE 1941 ROAD CENTERLINE DESCRIPTION.
COORDINATE SYSTEM = COORDINATE VALUES SHOWN HEREON ARE CENTRAL OREGON
COORDINATE SYSTEM (COCS) GRID COORDINATES.
BASIS OF BEARINGS = NORTH 00°03'39" WEST BETWEEN GPS DERIVED CENTRAL OREGON
COORDINATE SYSTEM (COCS) VALUES FOR RECOVERED MONUMENTS #1172 AND #1290 ALONG
THE CENTERLINE OF S.W. 61ST STREET (DESCHUTES-PLEASANT RIDGE MARKET ROAD) AS
SHOWN HEREON.
SURVEY REFERENCES
(A) MINOR LAND PARTITION MP-78-105 BY CONSULTANTS NORTHWEST, FILED FEBRUARY 22, 1994
AS COUNTY SURVEY NO. 01725 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
(B) MAP OF TRACTS ON HINTON PROPERTY BY EMILE BACHAND, PROFESSIONAL ENGINEER, FILED
AS COUNTY SURVEY NO. 01728 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
(C) PLAT OF R.T. HINTON PROPERTY BY BRUCE WM. A. ROGERS, FILED AS COUNTY SURVEY NO.
01729 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
(D) MINOR LAND PARTITION MP-77-128 BY MANSFIELD-POVEY LAND SURVEYORS, FILED AS COUNTY
SURVEY NO. 01732 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
(E) SURVEY FOR ELDEN & IVERNIA E. TAMBACK BY MANSFIELD-POVEY LAND SURVEYORS, FILED AS
COUNTY SURVEY NO. 01784 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
(F) SURVEY FOR DESCHUTES CO. RURAL FIRE PROTECTION DIST. NO. 1 BY POVEY AND
ASSOCIATES, FILED AS COUNTY SURVEY NO. 01786 IN THE DESCHUTES COUNTY SURVEYOR'S
OFFICE.
(G) SURVEY FOR JOHN & EVALYN HANLON BY GRAVES SURVEYING, FILED NOVEMBER 15, 1985 AS
COUNTY SURVEY NO. 01787 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
(H) MINOR LAND PARTITION MP-79-188 BY NORTHWEST SURVEYS, FILED JUNE 17, 1993 AS COUNTY
SURVEY NO. 01789 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
(1) SECTION BREAKDOWN SURVEY OF SECTION 12, T.16S., R.12E., WM BY GRAVES LAND
SURVEYING, FILED AS COUNTY SURVEY NO. 01797 IN THE DESCHUTES COUNTY SURVEYOR'S
OFFICE.
(J) LAND PARTITION MP-06-07 BY TYE ENGINEERING AND SURVEYING INC. FILED APRIL 17, 2007 AS
COUNTY SURVEY NO. 17282 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
(K) RECORD OF SURVEY FOR LOT LINE ADJUSTMENT LL-12-3 BY TYE ENGINEERING AND
SURVEYING INC. FILED JUNE 22, 2012 AS COUNTY SURVEY NO. 18391 IN THE DESCHUTES
COUNTY SURVEYOR'S OFFICE.
(L) SURVEY FOR TIM CONNELLY BY H.A. McCOY ENGINEERING AND SURVEYING LLC, FILED
SEPTEMBER 7, 2016 AS COUNTY SURVEY NO. 19181 IN THE DESCHUTES COUNTY SURVEYOR'S
OFFICE.
(M) PARTITION PLAT NO. 2018-9 BY BAXTER LAND SURVEYING, INC. FILED MARCH 6, 2018 AS
COUNTY SURVEY NO. 19595 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
ROAD RIGHT-OF-WAY RECORD REFERENCES
(R1) SOUTH CANAL BOULEVARD (OLD BEND-REDMOND HIGHWAY)
{N} OREGON STATE HIGHWAY DEPARTMENT DRG. NO. 213184
DALLES-CALIFORNIA HIGHWAY BEND-JEFFERSON COUNTY LINE SECTION DATED
1919 *ROUTE ABANDONED AS STATE HIGHWAY JULY 29, 1937.
10) ORDER OF ESTABLISHMENT RECORDED IN MARCH 26, 1920 IN DESCHUTES
COUNTY COMMISSIONERS' JOURNAL 1, PAGES 242-249.
(R2) S.W. 61ST STREET (DESCHUTES-PLEASANT RIDGE MARKET ROAD)
{P) DESCHUTES COUNTY TRANSIT NOTES FOR DESCHUTES-PLEASANT RIDGE
MARKET ROAD, DATED AUGUST, 1927.
{Q} MAP OF DESCHUTES-PLEASANT RIDGE MARKET ROAD NO. 34, BY ROBERT B
GOULD, COUNTY ENGINEER, DATED 1927
{R} ORDER OF ESTABLISHMENT RECORDED IN APRIL 25, 1929 IN DESCHUTES
COUNTY COMMISSIONERS' JOURNAL 2, PAGE 383.
(R3) S.W. 61ST STREET (F.H. SHERWOOD ROAD)
{S} SURVEYOR'S REPORT AND MAP OF THE F.H. SHERWOOD COUNTY ROAD,
SIGNED BY JB NEVILLE, DEPUTY COUNTY SURVEYOR AND FILED OCTOBER 31,
1911.
{T} ORDER OF ESTABLISHMENT RECORDED IN NOVEMBER 2, 1911 IN CROOK
COUNTY COMMISSIONERS' JOURNAL 4, PAGE 522.
(R4) S.W. QUARRY AVENUE (M.M. WHITTEMORE ROAD)
{U} SURVEYOR'S REPORT BY ROBERT B. GOULD, DEPUTY COUNTY SURVEYOR,
DATED AUGUST 31, 1915.
{V} ORDER OF ESTABLISHMENT RECORDED IN SEPTEMBER 2, 1915 IN CROOK
COUNTY COMMISSIONERS' JOURNAL 5, PAGE 575.
(CONTINUED IN NEXT COLUMN)
FOUND MONUMENT TABLES
FOUND MONUMENTS TABLE [SOUTH CANAL BOULEVARD (OLD BEND-REDMOND HIGHWAY) ALIGNMENT]
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1164
441676.30
3310751.00
743+08.86
38.31 RT
FOUND 5/8 INCH DIA. IRON ROD WITH YELLOW PLASTIC CAP STAMPED'BAXTER SURVEYING' (M)
1165
441683.53
3310758.96
742+98.11
38.38 RT
FOUND 5/8 INCH DIA. IRON ROD WITH YELLOW PLASTIC CAP STAMPED'BAXTER SURVEYING' (M)
1169
442354.13
3311508.28
N/A
N/A
FOUND 5/8 INCH DIA. IRON ROD WITH YELLOW PLASTIC CAP STAMPED'BAXTER SURVEYING' (M)
1260
441341.21
3310439.58
747+64.41
3.44 LT
FOUND 3-1/4 INCH BRASS CAP MONUMENT PER O.C.R.R. 1601
1283
442346.69
3311513.65
N/A
N/A
FOUND 3/4 INCH DIA. IRON PIPE, UP 0.1' (M)
1284
441673.27
3310762.63
743+02.22
28.28 RT
FOUND 3/4 INCH DIA. IRON PIPE, UP 0.9' (M)
1285
441169.43
3310287.48
749+92.32
29.87 LT
FOUND 3/4 INCH DIA. IRON PIPE (BENT) TIED AT POINT OF ENTRY (F)
1286
440653.14
3309709.45
757+67.35
28.66 LT
FOUND 5/8 INCH DIA. IRON ROD WITH ORANGE PLASTIC CAP STAMPED WA LS44648 OR 83256LS (L)
1290
441350.87
3310445.20
747+53.78
0.00
FOUND 1-1/4 INCH DIA. STEEL BAR, DOWN 0.6' (R2){P}{Q}, (F)
FOUND MONUMENTS TABLE [S.W. 61ST STREET (DESCHUTES-PLEASANT RIDGE MARKET ROAD) & SPUR 1 ALIGNMENTS]
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1172
436678.95
3310450.17
N/A
N/A
FOUND 3/4 INCH DIA. STEEL PIPE (F)
1260
441341.21
3310439.58
195+45.65
11.89 LT
FOUND 3-1/4 INCH BRASS CAP MONUMENT PER O.C.R.R. 1601
1261
441112.48
3310415.28
193+20.15
30.18' LT
FOUND 3/4 INCH DIA. IRON PIPE WITH YELLOW PLASTIC CAP STAMPED PLS 1952, UP 0.1' (F)
1262
440653.93
3310415.82
188+61.60
30.12 LT
FOUND 3/4 INCH DIA. IRON PIPE WITH PLASTIC CAP ILLEGIBLE, UP 0.1' (F)
1290
441350.87
3310445.20
195+55.67
10.18 LT
FOUND 1-1/4 INCH DIA. STEEL BAR, DOWN 0.6' (R2){P}{Q), (F)
FOUND MONUMENTS TABLE [S.W. 61 ST STREET (F.H. SHERWOOD ROAD) ALIGNMENT]
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1157
441671.62
3310409.63
49+90.25
29.99 RT
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED TYE ENGINEERING UP 0.9' (J)
1166
441747.75
3310469.74
49+14.11
30.11 LT
5/8 DIA. IRON ROD WITH YELLOW PLASTIC CAP STAMPED'BAXTER SURVEYING' (M)
1167
441751.42
3310458.91
49+10.45
19.28 LT
5/8 INCH DIA. IRON ROD WITH YELLOW PLASTIC CAP STAMPED'BAXTER SURVEYING' (M)
1260
441341.21
3310439.58
53+20.65
0.00
FOUND 3-1/4 INCH BRASS CAP MONUMENT PER O.C.R.R. 1601
1261
441112.48
3310415.28
55+49.42
24.01 RT
FOUND 3/4 INCH DIA. IRON PIPE WITH YELLOW PLASTIC CAP STAMPED PLS 1952, UP 0.1' (F)
1262
440653.93
3310415.82
60+07.96
22.87 RT
FOUND 3/4 INCH DIA. IRON PIPE WITH PLASTIC CAP ILLEGIBLE UP 0.1' (F)
1268
441671.59
3310414.11
49+90.28
25.51 RT
FOUND 1 INCH DIA. IRON PIPE UP 0.6' (M)
1269
442661.86
3310439.75
40+00.00
0.00
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP ILLEGIBLE FLUSH (J)(M)
1290
441350.87
3310445.20
53+11.00
5.62 LT
FOUND 1-1/4 INCH DIA. STEEL BAR, DOWN 0.6' (R2){P}{Q}, (F)
1292
438701.46
3310436.17
79+60.40
0.00
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP ILLEGIBLE, DOWN 0.3' (1)
FOUND MONUMENTS TABLE [S.W. QUARRY AVENUE (M.M. WHITTMORE ROAD) ALIGNMENT]
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1260
441341.21
3310439.58
30+00.00
0.00
FOUND 3-1/4 INCH BRASS CAP MONUMENT PER O.C.R.R. 1601
1266
441346.02
3311760.53
43+20.96
0.00
FOUND 5/8 INCH DIA. IRON ROD REMNANT PORTION OF YELLOW PLASTIC CAP ILLEGIBLE (H)
1290
441350.87
1 3310445.20
30+05.66
1 9.63 LT
FOUND 1-1/4 INCH DIA. STEEL BAR, DOWN 0.6' (R2){P}{Q}, (F)
FOUND MONUMENTS TABLE [S.W. QUARRY AVENUE (WEST WHITTMORE ROAD) ALIGNMENT]
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1260
441341.21
3310439.58
23+12.50
0.00
FOUND 3-1/4 INCH BRASS CAP MONUMENT PER O.C.R.R. 1601
1276
441377.29
3309783.44
16+56.05
29.94 LT
FOUND 5/8 INCH DIA. IRON ROD WITH YELLOW PLASTIC CAP MARKED TYE ENGINEERING UP 0.4' (J)
1277
441347.33
3309783.38
16+56.27
0.00
FOUND 1 INCH DIA. IRON PIPE BELOW CHIP SEAL (D) (J)
1279
441353.49
3309127.14
10+00.00
0.00
FOUND 1 INCH DIA. IRON PIPE BELOW CHIP SEAL (D) (J)
ROAD RIGHT-OF-WAY RECORD REFERENCES (CONT.)
(R5) S.W. QUARRY AVENUE (WEST WHITTEMORE ROAD)
{W} NOTICE OF LEGALIZATION OF THE WEST WHITMORE ROAD FROM THE N.W.
CORNER OF SECTION 11, T.16S., R.13E., W.M. EASTERLY TO ITS POINT OF
JUNCTURE WITH THE DALLES-CAL. HWY. (1920 LOCATION)
{X) ORDER OF ESTABLISHMENT RECORDED IN SEPTEMBER 2, 1915 IN CROOK
COUNTY COMMISSIONERS' JOURNAL 5, PAGE 575.
DEED REFERENCES
(D1) DECLARATION OF DEDICATION, RECORDED DECEMBER 17, 1979 IN BOOK 313
OF DEEDS, PAGE 402, OFFICIAL RECORDS OF DESCHUTES COUNTY, OREGON.
REGISTERED
PROFESSIONAL
AND SURVEYOR
OREGON
JULY 20, 2009
SCOTT C. BOLDUC
79288
EXPIRES: 12/31 /2019
SHEET INDEX
SHEET 1: NARRATIVE, RECORD
REFERENCES,FOUND
MONUMENT TABLES
SHEET 2: ROAD RIGHT-OF-WAY,
CURVE TABLES
SHEET 3: ROAD RIGHT-OF-WAY,
CURVE TABLES, CONTROL
POINT TABLE, LEGEND
C_
CrY
0s19773
FDE�CHUTE� COUNTY SURVEYOR
AILED col/S' ego/l BY%:sil�cC.��,'..�
DETAIL 2-A
(SCALE: 1 INCH = 10 FEET)
30.00'
STA. 53+16.03 S.W. 61ST ST. o
N8T27'51 V (F.H. SHERWOOD ROAD) ALIGNMENT �
_$
= STA. 747+61.33 S. CANAL BLVD.
I
(OLD BEND-REDMOND HIGHWAY) 0 =
N=441345.83 3 v
E=3310439.58
SECTION CORNER N
END OF S.W. QUARRY AVE.
o (WEST WHITTEMORE ROAD) = STA 23+12.50
c BEGINNING OF S.W. QUARRY AVE.
% N (M.M. WHITMORE ROAD) = STA. 30+00
P.I. S.W. 61 ST ST.
(F.H SHERWOOD ROAD ALIGNMENT) = 53+20.65 �1
S.W. QUARRY AVENUE
(WEST WHITTEMORE ROAD) 6oh
N89'27'51 V 2
23+00
STA. 23+07.40 S.W. QUARRY AVE.
(WEST WHITTEMORE ROAD) ALIGNMENT
= STA 747+68.17 S. CANAL BLVD.
(OLD BEND-REDMOND HIGHWAY)
N=441341.26
/ E=3310434.48
5.10' 11
(6')
(R1)€0j
STA. P.T. 196+00.42 END OF S.W.
61ST STREET (DESCHUTES-PLEASANT
RIDGE MARKET ROAD) AUGNMENT
= STA. 747+06.18 S. CANAL BLVD.
(OLD BEND-REDMOND HIGHWAY)
N=441382.63
E=3310480.65
v
JP �
o4p
P.I. STA. 195+58.5
(R2)€Pj€Qj
7
S.W. 61ST STREET
(DESCHUTES-PLEASANT
RIDGE MARKET ROAD)
= STA. 747+53.78
S. CANAL BLVD. (OLD
BEND-REDMOND HIGHWAY)
N3T13'00"E
111.17'
(N30' 10'08E
12
1 I
I
m � I
S.W. 61ST ST.
(DESCHUTES-PLEASANT
RIDGE MARKET ROAD)
Kni
� C' SPUR2 ALIGNMENT
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o
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ckf
o $ I E=3310445.25
cf)
30' ROAD DEDICATION PER x Q
'b
elb
RECORD OF SURVEY
S 1/16 CONTROL, RECOVERY AND RETRACEMENT SURVEY
CORNSl/S2 FOR THE DESCHUTES COUNTY ROAD DEPARTMENT
69 SOUTH CANAL BOULEVARD, S.W. 61 ST STREET AND S.W. QUARRY AVENUE INTERSECTION
LOCATED IN THE SOUTHWEST QUARTER (SW1/4) OF SECTION 1, WITNESS CORNER SET 1.00'
THE SOUTHEAST QUARTER SE1/4 OF SECTION 2, FROM CALCULATED CORNER PER
( ) PARTITION PLAT NO. 2018-9
STA. 48+00 BEGIN PROJECT THE NORTHEAST QUARTER (NE1/4) OF SECTION 11 116s
CENTERLINE S.W. 61ST ST. & THE NORTHWEST QUARTER NW1/4 OF SECTION 12, 1283
(F.H. SHERWOOD ROAD) ( )
o BEARS No'OO'27T, 520.65' TOWNSHIP 16 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN
+ I FROM SECTION CORNER 11260 xp0
N= 139DESCHUTES COUNTY, OREGON
E=3310439.E5 OCTOBER 2018
i
°o
o pGQG3�Gd ° X
M
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CN RIGHT-OF-WAY DEDICATED 2O� 04
cq PER PARTITION PLAT NO. 2018-9 TAX LOT 16-12-01 C-01100
F • 105 ' 1 10.00' WIDE RIGHT-OF-WAY
o pQG3C�Gd I o DEDICATED PER PARTITION / 1
x o pLaG34D4�OM pdQ4 f 70o PLAT NO. 2018-9 N
5 STA. 740+00 BEGIN PROJECT_
`t TAX LOT 16-12-01 C-01101 �O° / / ' ,�� CENTERLINE S. CANAL tLVD.
x �� �B�s,` BEARSBEND-REDMOND
T5253"E, 6
ONHIGHWAY)
I I 116E + / S.W_ QUARRY AVENUE FROM SECTION CORNER 1260
i �
(M.M. WUM MORE ROAD) I 60.00 WIDE �X1O N=441853.88
- • X30 00, 30 00, RIGHT-OF-WAY 1� E=3311006.59
N89 47 30"E 1 I 1165
1157
I
• 4.1'�+ i SEE DETAIL 2-13 1164 1284
9I I
12 8 i `6 xo�
DETAIL 2-B
tC3
Q 105 (NOT TO SCALE)
rr N N TAX LOT 16-12-01 C-00099 •
i
0 0 � o ��o y�1`'� pLaCCSL L�
.� . o o b , �o .�k. xo° + pLaQ40400M pdLa4 MOo
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E 1/16 12 6 x 3 of
CORNER x o is
S2/S11 ,26.6° I S2
1279 110.6'_ 51.566.0' 295.6'
7� 17+00 0 18+00 3.9' 19+00 • 10 21 +00 N
• -
-I I- - i -I - _
$ 20+00 N8T27'51 V 656.22' 9
1 N S.W. QUARRY AVENUE (N89'32'26"W 656.17')(D)_ cc5
(WEST WHITTEMORE ROAD)' "
N89'2751"W (S89'3226 E)(E)
656.27' x x x x x x x
STA 17+00 BEGIN PROJECT x (S89'32'26"E 656.43')(J)(K) -X x
CENTERLINE S.W. QUARRY AVE.
TAX LOT 16-12-11-00-01301
(WEST WHITTEMORE ROAD)
BEARS N8T27'51 "W, 612.50'
FROM SECTION CORNER 11260
N=441346.94
REGISTERED
PROFESSIONAL
AMD SURVEYOR
OREGON
JULY 20, 2009
SCOTT 7C�28BBOLDUC
EXPIRES: 12/31 /2019
CURVE TABLE (MEASURED)
CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING
C1 89.52' 106.41' 48'12'00" 86.90' S24'02'21 "W
C2 245.31' 106.64' 131'48'00" 194.69' N65'57'39"W
C3 176.30' 76.64' 131'48'00" 139.92' N65'57'39"W
C4 8.06' 76.41' 6'02'41" 8.06' S02757'41"W
C5 50.39' 70.00' 41' 14'38" 49.31' S69' 10' 11 "W
C6 145.52' 76.64' 108'47'07" 124.62' N77*28'06"W
C7 30.79' 76.64' 23'00'53" 30.58' N 11'34'06"W
P.T. STA. 195+65.41
END OF S.W. 61 ST ST.
(DESCHUTES-PLEASANT RIDGE
MARKET ROAD SPUR1)
ALIGNMENT = STA. 749+92.18
S. CANAL BLVD. (OLD
BEND-REDMOND HIGHWAY)
N=441191.78
E=3310267.65
r + o�
1/16
5.3` 4 ,°� o 129 j i CORNER
71.0 �J + I S.W. QUARRY AVENUE S1/S12
o � N x x x x x X - g (M.M. WHITTEMORE ROAD)
23+00 _\ 2 1 � 31 +00 32+00 33+00 34+00 " 35+00
- -� " -oo��- - N89'47'30"E 11320.96' = N I
22+00 1 60 11 2 12.3'� ^ 105 • 8.9 (N89'45'00"E)(A)(H)(1) (1320.94')(H) g
_ I x X X x X x X
,
115.42' 0 39, STA. 34+00 END PROJECT CENTERLINE
'1 � , �, 31+51.40, *NOTES: SEE SHEET 3 FOR LEGEND
195+00 % 1.4' `, C4 L=8.06 Gh 30•00 RT S.W. QUARRY AVE. (M.M. WHIITEMORE ROAD)
BEARS MT47'301E 400.00' AND CONTROL POINT TABLE
ono CORNER #1260 SEE SHEET 1 FOR MONUMENT TABLE
��01 i,`1� 1054 S c (I o •�C,
N=441342.67
g I Doti DECLARATION OF DEDICATION E=3310839.5$ SURVEY PREPARED FOR:
xpo � � �p�� (VOL 313, PG. 402) TAX LOT 16-12-12-00-00301
`������.,�o�°���. ��o 00 ^^ *SEE SHEET 3 DESCHUTES COUNTY
194+40.30, 30.00'RT (DESCHUTES-PLEASANT RIDGE
MARKET ROAD ALIGNMENT
CD CDS8T56'21"W 30.00' ) Parametrix
rn
z 0
� cn o
% �o 195+00 C2 " " o o I Cy
•O°, -{- i ��2� z I 0 ENGINEERING . PLANNING. ENVIRONMENTAL SCIENCES
3 6 I�
x° 1.CD150 NW PACIFIC PARK LANE, SUITE 110 BEND, OR 97701
/ 2' '�O• o$ I w N P 541.508.7710
°°. S.W. 61ST ST. , ;- c S.W. 61ST ST. DESCHUTES-PLEASANT WWW.PARAMETRIX.COM
(DESCHUTES-PLEASANT "' o RIDGE MARKET ROAD on STA 193+)010
CURVE TABLE (ORIGINAL ROAD RIGHT-OF-WAY RECORD)
P.T. STA. 195+65.41
END OF S.W. 61 ST ST.
(DESCHUTES-PLEASANT RIDGE
MARKET ROAD SPUR1)
ALIGNMENT = STA. 749+92.18
S. CANAL BLVD. (OLD
BEND-REDMOND HIGHWAY)
N=441191.78
E=3310267.65
r + o�
1/16
5.3` 4 ,°� o 129 j i CORNER
71.0 �J + I S.W. QUARRY AVENUE S1/S12
o � N x x x x x X - g (M.M. WHITTEMORE ROAD)
23+00 _\ 2 1 � 31 +00 32+00 33+00 34+00 " 35+00
- -� " -oo��- - N89'47'30"E 11320.96' = N I
22+00 1 60 11 2 12.3'� ^ 105 • 8.9 (N89'45'00"E)(A)(H)(1) (1320.94')(H) g
_ I x X X x X x X
,
115.42' 0 39, STA. 34+00 END PROJECT CENTERLINE
'1 � , �, 31+51.40, *NOTES: SEE SHEET 3 FOR LEGEND
195+00 % 1.4' `, C4 L=8.06 Gh 30•00 RT S.W. QUARRY AVE. (M.M. WHIITEMORE ROAD)
BEARS MT47'301E 400.00' AND CONTROL POINT TABLE
ono CORNER #1260 SEE SHEET 1 FOR MONUMENT TABLE
��01 i,`1� 1054 S c (I o •�C,
N=441342.67
g I Doti DECLARATION OF DEDICATION E=3310839.5$ SURVEY PREPARED FOR:
xpo � � �p�� (VOL 313, PG. 402) TAX LOT 16-12-12-00-00301
`������.,�o�°���. ��o 00 ^^ *SEE SHEET 3 DESCHUTES COUNTY
194+40.30, 30.00'RT (DESCHUTES-PLEASANT RIDGE
MARKET ROAD ALIGNMENT
CD CDS8T56'21"W 30.00' ) Parametrix
rn
z 0
� cn o
% �o 195+00 C2 " " o o I Cy
•O°, -{- i ��2� z I 0 ENGINEERING . PLANNING. ENVIRONMENTAL SCIENCES
3 6 I�
x° 1.CD150 NW PACIFIC PARK LANE, SUITE 110 BEND, OR 97701
/ 2' '�O• o$ I w N P 541.508.7710
°°. S.W. 61ST ST. , ;- c S.W. 61ST ST. DESCHUTES-PLEASANT WWW.PARAMETRIX.COM
(DESCHUTES-PLEASANT "' o RIDGE MARKET ROAD on STA 193+)010
CURVE TABLE (ORIGINAL ROAD RIGHT-OF-WAY RECORD)
CURVE NO.
LENGTH (F 100' CHORDS)
DEGREE OF CURVATURE (CH. DER)
RADIUS (COMPUTED)
DELTA
TANGENT LENGTH
REF
C1
86.0'
56' C.L.
105.18'
131*51'
86.90
(R2)jAjjBj
C2
235.4'
56' C.L.
106.54'
48.09'
194.69
(R2)€AjjBj
RIDGE MARKET ROAD) z o (START OF (DESCHUTES-PLEASANT RIDGE P M X JOB N 0. 2 9 7- 2 5 0 9- 0 0 5
SPUR1 ALIGNMENT
�- S.W. 61ST ST. (F.H. SHERWOOD ROAD m I- MARKET ROAD) SPUR1 ALIGNMENT SURVEYED I N=441112,47 SCALE RJ MG BR to
I
AUGNMENT)=STA. 55+19.51, 30.00' RT i W i E=3310445.45 ONE INCH AT FULL SCALE. o
� (DESCHUTES-PLEASANT RIDGE MARKET ROAD L=30 79? � � 2.4' 60 0 30 60 120 DRAWN IF NOT, SCALE ACCORDINGLY
SPUR1 ALIGNMENT)=193+62.94, 30.00' LT o CENTERLINE OF DESCHUTES- SCB N
��I
TAX LOT 16-12-11-00-01200 1 61 (� M PLEASANT RIDGE MARKET CHECKED SCALE
r' I� ROAD ALIGNMENT ( FEET) _ Z
1 INCH = 60 FEET ANH 1 - 60
CENTERLINE OF SHERWOOD SEE SHEET 3 APPROVED DATE _
ROAD ALIGNMENT
ANH OCTOBER 12, 2018 U)
V
W
C%Q)19773
DESCHUTES COUNTY SURVEYOR
FILED I v Il S IX17 BY:
RECORD OF SURVEY
CONTROL, RECOVERY AND RETRACEMENT SURVEY
FOR THE DESCHUTES COUNTY ROAD DEPARTMENT
SOUTH CANAL BOULEVARD, S.W. 61ST STREET
AND S.W. QUARRY AVENUE INTERSECTION
LOCATED IN THE SOUTHWEST QUARTER (SW1 /4) OF SECTION 1,
THE SOUTHEAST QUARTER (SE1/4) OF SECTION 2,
THE NORTHEAST QUARTER (NE1/4) OF SECTION 11
& THE NORTHWEST QUARTER (NW1/4) OF SECTION 12,
TOWNSHIP 16 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN
DESCHUTES COUNTY, OREGON
LEGEND
SEE SHEET 2
SEE DETAIL 2-A X'4
ON SHEET 2 1.3 '�N ' 00 000
i
TAX LOT 16-12-02D-01301 -� o1 i 1�1x S°� + TAX LOT
0$o
❑ / co bo •X- 16-12-01C-01202 M
cV 5.3 co ) 30.00'cr, i 1290 cV
W L~LI� - i 295.6' 4 71.0' �:� g i / _ S.W.LIAR ~
LLI ❑ g ❑ ❑ ❑ ❑ ❑ ❑
M XQUARRY AVENUE LLJ
- N - 105 - 21 +00 - 23+00 _\2, N 1 �; ?31 +00 (M.M. WHITTEMORE ROAD) 32+00 =
S 20+00 N89'27'51 "W ��- 8,9T N8T47'300E U)
S.W. QUARRY AVENUE o _ (N89'32'26"W 656.17' D r. 1053
(WEST WHITTEMORE ROAD) )( ) _ 22+00 \ 60 1 1 2 12.3 v X -�' -X (N89'X5'00"E)(A)(H)( LW
(S89'32'26"E)(E) k00 _ I � � �
x x (S89'32'26"E 656.43')(J)(K) -x x 1�
7.12' � � '
lil z 1 115.42 ,50.39 31 +51.40,
3 P.T. STA. 195+65.41 + Gh g0 40 ) 30.00 RT o
o 1.4 C L=8.06
0 o END OF S.W. 61 ST ST. ti1P����, \ 195+00 cy
o��� �1 �A � of ��' <P,) M 3 3
o (DESCHUTES-PLEASANT RIDGE `� eA / o o_ co 0O �
� MARKET ROAD SPURT) 1'S0' 1054 g II i rR oF, '� �� �'�1 g o
2.18
O CTO B E R 2018 ALIGNMENT LAW BLVD.9(OLD � �
b. � 'S DECLARATION OF DEDICATION �
co
CHANGES MADE PER AFFIDAVff BEND-REDMOND HIGHWAY) 1�ox� � I �� �� (VOL 313, PG. 402)
II N=441191.78 ' / / I i f6`' ,
CORRECTION IN VOL.. to E=3310267.65 7 - 194+40.30, 30.00 RT (DESCHUTES-PLEASANT RIDGE
2 1
11 12
SECTION CORNER
®
FOUND 518" IRON ROD WITH YELLOW PLASTIC CAP
(SEE FOUND MONUMENT TABLE ON SHEET 1)
NC ®
FOUND 5/8" IRON OR STEEL ROD, NO CAP
(SEE FOUND MONUMENT TABLE ON SHEET 1)
FOUND BRASS CAP MONUMENT
®
(SEE FOUND MONUMENT TABLE ON SHEET 1)
O ®
FOUND IRON PIPE
(SEE FOUND MONUMENT TABLE ON SHEET 1)
CONTROL POINT
( )
RECORD DATA PER CITED REFERENCE
*
MEASURED DATA SAME AS RECORD
CALC
CALCULATED
R/W
RIGHT-OF-WAY
C#
SEE CURVE TABLE ON SHEET 2
O.C.R.R.
OREGON CORNER RESTORATION RECORD
P.C.
POINT OF CURVATURE
P.T.
POINT OF TANGENCY
STA.
STATION
N
NORTHING
E
EASTING
L
LENGTH OF CURVE
t
TANGENT LENGTH OF CURVE
ROAD RIGHT-OF-WAY LINE
CENTERLINE ROAD RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
SECTION LINE
X X WIRE FENCE
❑ ❑ WOOD FENCE
00
h1x
1
•pp.
0;�0�.
q10
q~ j
O 1286
-110
x0
+ Apo-
/ °o
+ 1hOx
STA. 760+00 END PROJECT
Ox� CENTERLINE S. CANAL BLVD.
1 j�(OLD BEND-REDMOND HIGHWAY)
BEARS S4917'55"W, 1235.60'
FROM SECTION CORNER # 1260
+ N=440519.23
l E-3309517 06
PAGE.%Aloe ZO OFFICIAL RECORQ§
t
DEStlI COUNTY SUFiVEYpR
v
�O
O
�XX 6? /
op
4 o0
����c - o��x 1`��x
// � S�/
S89'56'21 "W 30.00' MARKET ROAD ALIGNMENT)
+ 195+00 C2 IK c
TAX LOT 16-12-11-00-01301 C-3
cl-
TAX LOT 16-12.12-00-00301
o \ 00 , !9 rn I I �
•
CDMwzN
Epp. S.W. 61 ST ST. Lo +- Mo �' S.W. 61 ST ST. (DESCHUTES-PLEASANT
(DESCHUTES-PLEASANT c o RIDGE MARKET ROAD) P.C. STA. 193+20.10
/ 0 12 5 RIDGE MARKET ROAD) Z o� (STAB
SPUR1 ALIGNMENT OF (DESCHUTES-PLEASANT RIDGE
•�• �S.W. 61ST ST. (F.H. SHERWOOD ROAD MARKET ROAD) SPUR1 ALIGNMENT
N=441112.47
ALIGNMENT)=STA. 55+19.51, 30.00' RT
(DESCHUTES-PLEASANT RIDGE MARKET ROAD L=30.79' '/ 2•4' E=3310445.45 DESCHUTES DDU� SURVEYOR
/ SPUR1 ALIGNMENT)=193+62.94, 30.00 LT 1 o
0
1261 FILED 10 ��� eS�G .s
/ �Y.
g Ico
Ln
t
60.00' WIDE RIGHT-OF-WAY FOR
DESCHUTES-PLEASANT RIDGE
TAX LOT 16-12-11-00-01200 30.00'1 30.00' MARKET ROAD
� rn
W
I�Lo
I�� I
60.00' WIDE RIGHT-OF-WAY
FOR F.H. SHERWOOD ROAD
N I o
SECTION LINE=CENTERLINE OF o
S.W. 61ST ROAD (F.H. I 4-
SHERWOOD ROAD ALIGNMENT)
^ II
J = �
Ln
PARAMETRIX CONTROL TABLE
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
1036
441857.17
3311045.33
3146.27
SET 5/8" DIA. IRON ROD WITH RED PLASTIC CAP STAMPED "PMX CONTROL"
1037
440656.66
3309708.42
3154.61
SET 5/8" DIA. IRON ROD WITH RED PLASTIC CAP STAMPED "PMX CONTROL"
1038
440644.27
3310466.09
3152.00
SET 5/8" DIA. IRON ROD WITH RED PLASTIC CAP STAMPED "PMX CONTROL"
1039
440751.99
3309815.18
3154.46
SET 5/8" DIA. IRON ROD WITH RED PLASTIC CAP STAMPED "PMX CONTROL"
1050
441027.89
3310043.33
3151.97
SET 5/8" DIA. IRON ROD WITH RED PLASTIC CAP STAMPED "PMX CONTROL"
1051
441353.22
3310133.86
3152.06
SET 5/8" DIA. IRON ROD WITH RED PLASTIC CAP STAMPED "PMX CONTROL"
1052
441781.82
3310419.24
3149.97
SET 5/8" DIA. IRON ROD WITH RED PLASTIC CAP STAMPED "PMX CONTROL"
1053
441322.78
3310590.83
3151.28
SET 5/8" DIA. IRON ROD WITH RED PLASTIC CAP STAMPED "PMX CONTROL"
1054
441260.08
3310412.84
3150.60
SET 5/8" DIA. IRON ROD WITH RED PLASTIC CAP STAMPED "PMX CONTROL"
Fl 055
441614.25
3310704.75
3149.15
SET 5/8" DIA. IRON ROD WITH RED PLASTIC CAP STAMPED "PMX CONTROL"
CURVE TABLE (MEASURED)
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C 1
89.52'
106.41'
48' 12'00"
86.90'
S24'02'21 "W
C2
245.31'
106.64'
131'48'00"
194.69'
N655739"W
C3
176.30'
76.64'
131'48'00"
139.92'
N655739"W
C4
8.06'
76.41'
6'02'41"
8.06'
S0757'41"W
C5
50.39'
70.00'
41'14'38"
49.31'
S69'1O'11"W
C6
145.52'
76.64'
108'47'07"
124.62'
N7T28'06"W
C7
30.79'
76.64'
23'00'53"
30.58'
N 11'34'06"W
TAX LOT 16-12-11-00-01100
r� u- r- co
rn- rn rn rn M
to
to N
r7 N N N N
w
o
= 00 � N
O
CD
c. to
ooao
0 CDp o N
z z
O
+
to
co N
^
O4-
O
r-
�o
OD
O Lu N
M N O cv
o
o' o
u 0
Z
I O
I
°°
1262
I
Co I
1 338
Al
STA. 188+00 BEGIN PROJECT CENTERLINE S.W. 61ST STREET 30.00, 30.00'
29 RIDGE
87FROMSEC
BEARS SO'30'EON CORNER�10
N=440592.37
E=3310446.01
STA. 61+00 END PROJECT CENTERLINE S.W. 61ST STREET g
(F.H. SHERWOOD ROAD AUGNMENT)-Nl ( T 2
BEARS SO'04'27*W 779.35' FROM SECTION CORNER 11260
N=440561.86
E=3310438.57 61+00
II
CURVE TABLE (ORIGINAL ROAD RIGHT-OF-WAY RECORD)
CURVE NO.
LENGTH (i 100' CHORDS)
DEGREE OF CURVATURE (CH. DER)
RADIUS (COMPUTED)
DELTA
TANGENT LENGTH
REF
C1
86.0'
56' C.L.
105.18'
131*51'
86.90
(R2)€AjjBj
C2
235.4'
56' C.L.
106.54'
48'09'
194.69
(R2)€A}€Bj
CENTERLINE OF DESCHUTES-PLEASANT
RIDGE MARKET ROAD
X-
/ II/L
i (STA:148+87.6)
(R2)PlQ1
�\ NC S1/4 CORNER
• S11/S12
REGISTERED
PROFESSIONAL
AND SURVEYOR
�- OREGON
JULY 20, 2009
SCOTT C.
BOLDUC
EXPIRES: 12/31 /2019
SCALE
60 0 30 60 120
( FEET )
1 INCH = 60 FEET
*NOTE: SEE SHEET 1 FOR MONUMENT TABLE
SURVEY PREPARED FOR:
DESCHUTES COUNTY
Pa ra metrix
ENGINEERING. LANNI ENVIRONMENTAL SCIENCES
150 NW PACIFIC PARK LANE, SUITE 110 I BEND, OR 97701
P 541.508.7710
WWW.PARAMETRIX.COM
PMX JOB NO. 297-2509-005
SURVEYED
RJ MG BR
DRAWN ONE INCH AT FULL SCALE. o
SCB IF NOT, SCALE ACCORDINGLY
CHECKED SCALE
AN H 1 " = 60'
APPROVED DATE w
ANH OCTOBER 12, 2018
eQ1 773
C 19 T7 3 Deschutes County Official Records 2020-28620
j Nancy Blankenship, County Clerk
h�t �� t C �TL'•SC
r�2�11 C�<i
0129678220200028620002002Q611912020 11:20 AM
D-AFFIM Cnt=1 Stn=2 AS
$10.00 $11.00 $61.00 $10.00 $6.00
$98.00
AFFIDAVIT OF CORRECTION
COUNTY SURVEY NO. 19773
I, Scott C. Bolduc, P.L.S. 79288, being duly sworn, depose and say that I am the surveyor of record for that map entitled
CONTROL, RECOVERY AND RETRACEMENT SURVEY FOR THE DESCHUTES COUNTY ROAD
DEPARTMENT SOUTH CANAL BOULEVARD, S.W. 61ST STREET AND S.W. QUARRY AVENUE
INTERSECTION, located in the Southwest Quarter (SWl/4) of Section 1, the Southeast Quarter (SE1/4) of Section 2, the
Northeast Quarter (NE1/4) of Section 11 & the Northwest Quarter (NW1/4) of Section 12, Township 16 South, Range 12
East, Willamette Meridian, Deschutes County, Oregon, said map filed October 15, 2018 as County Survey No. 19773 in the
Deschutes County Surveyor's Office,
The following corrections to said survey are necessary and are as follows:
1. During our right-of-way monumentation survey performed December 20, 2019, the measured coordinate values and
station/offset for recovered monument #1166 were found to differ from those shown on County Survey No. 19773. The
coordinate values and station/offset listed for recovered monument #1166 in the FOUND MONUMENTS TABLE for S.W.
61 ST STREET (F.H. SHERWOOD ROAD) ALIGNMENT on Sheet 1 should be changed to the following:
FOUND MONUMENTS TABLE
POINTNO.
NORTHING
EASTING
I STATION
OFFSET
I DESCRIPTION
1166
1 441748.49
3310469.74
1 49+13.37
30.10 LT
I FOUND 5/8 DIA. IRON ROD WITH YELLOW PLASTIC CAP STAMPED'BAXTER SURVEYING' (M)
2. The descriptions for control points 1036, 1038 & 1039 listed in the PARAMETRIX CONTROL TABLE on Sheet 3
should be changed to the following:
PARAMETRIX CONTROL TABLE
e--- --- _.......
__
POINTNO. NORTHING EASTING ELEVATION DESCRIPTION
1036 ? 441857.17 i 3311045.33 3146.27 SETS/8" DIA. IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED PARAMETRIX CP 1036
1038 1 440644.27 s 3310466.09 3152.00 SET5/8" DIA. IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED PARAMETRIX CP 1038
1039 440751.99 3309815.18 3154.46 ' SETS/8" DIA. IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED PARAMETRIX CP 1039
3. During our right-of-way monumentation survey performed December 20, 2019, Control Point 1037 was found disturbed,
but still usable. The values listed for control 1037 in the PARAMETRIX CONTROL TABLE on Sheet 3 should be changed
to the following:
PARAMETRIX CONTROL TABLE
POINTNO. NORTHING EASTING ELEVATION DESCRIPTION
1037 € 440656.55 3309708.52 3154.56 i SET5/8" DIA. IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED PARAMETRIX CP 1037
4. The label for recovered monument # 1292 on Sheet 3 should be changed from "S 1 /4 CORNER S 11 /S 12" to "1/4
CORNER SIVS12"
5. The measured bearing for the line common to Sections 11& 12 [#1260 - #1292] was omitted on Sheet 2 and should read
S00104127"W as shown in Detail 2-A.
6. The distance along the south line of that area described in that Declaration of Dedication referenced as (D1) on Sheet 1
and lying between the westerly Point of Curvature for curve C5 and the easterly right-of-way line for S.W. 61 st Street should
be shown as 92.92' on both Sheets 2 & 3. The distance of 140.87' is the measurement along this deed line extended to the
line common to Sections 11 & 12 (coincident with the centerline of F.H. Sherwood Road).
After recording return to:
Deschutes County Surveyor
61150 SE 271 Street
Bend, OR 97702
1- Affidavit of Correction
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t1�12.oIC Pa3a,S
The present fee owners of the property materially affected by said Affidavit are as follows:
N/A: Affidavit being recorded to revise information listed for specific road right-of-way courses and recovered
monument/control point values specified above.
2-2?• ZOW
Scott C. Bolduc w Date
NOTARY CERTIFICATE
State of Oregon
REGISTERED
PROFESSIONAL
,AND SURVEYOR
OREGON
JULY 20, 2009
SCOTT C. BOLDUC
79288
EXPIRES: 12/31 /2021
) ss
County of Deschutes )
Signed d sworn to before me on this c l day of � Qu-�'� 2020,
by Scot . Bolduc. /''
Notary Public for the State of
My commission expires:
APPROVAL
OFFICIAL STAMP
PAMELA LYNN HORNBERGER
NOTARY PUBLIC - OREGON
COMMISSION NO.989456
MY COMMISSION EXPIRES JULY 28, 2023
I, Kevin Samuel, Deschutes County Surveyor, do hereby certify that said Affidavit of Correction for County Survey No.
19773 has been examined by me and that it complies with ORS 209.255.
After recording return to:
Deschutes County Surveyor
61150 SE 27t' Street
Bend, OR 97702
Approved JuN&
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Zo2 d
4- 494� -
evin Samuel, Deschutes County Surveyor
2 — Affidavit of Correction