HomeMy WebLinkAboutSurvey 20806RECORD OF SURVEY
MONUMENTATION OF RIGHT-OF-WAY CORNERS
FOR: CITY OF BEND - EMPIRE CORRIDOR IMPROVEMENT
SOUTHEAST QUARTER AND SOUTHWEST QUARTER OF SECTION 22 &
SOUTHWEST QUARTER OF 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
APRIL 2022
NARRATIVE
PARAMETRIX WAS RETAINED BY THE CITY OF BEND TO PREPARE THIS RECORD OF SURVEY TO ESTABLISH
PERMANENT MONUMENTATION FOR RIGHT-OF-WAY DEDICATION AREAS THAT WERE ACQUIRED. THE
CORNERS SET FOR EACH PROPERTY ARE SHOWN ON THIS SURVEY WITH REFERENCE TO THE DEDICATION
DEEDS.
THE INITIAL CONTROL, RECOVERY AND RETRACEMENT MAP FOR EMPIRE CORRIDOR IMPROVEMENT SURVEY
WAS DONE BY HWA, UNDER COUNTY SURVEY NUMBER 19640. PARAMETRIX USED THIS SURVEY AND THE
POINTS LISTED ON THE SURVEY ALONG WITH ADDTIONAL SURVEY INFORMATION TO DETERMINE THE RIGHT-
OF-WAY/PROPERTY BOUNDARIES TO THE EXTENT NEEDED TO SET THE NEW RIGHT-OF-WAY LIMITS.
PARAMETRIX DID PREPARE THE ACQUISITION EXHIBITS AND LEGAL DESCRIPTIONS FOR EACH OF THE AREAS
SHOWN AND THE INTENT OF THIS SURVEY IS TO DEPICT HOW THE DESCRIPTIONS WERE DERIVED WITH
SOME ADDITIONAL TIES TO CORNERS AND EXISTING SURVEYS AND PLATS. EACH AREA HAS ITS POINT OF
COMMENCEMENT AND BEGINNING, AND CALLS SHOWN TO HOW THE RECORDED DEDICATION DEEDS WERE
DESCRIBED.
THE CENTERLINE OF BUTLER MARKET ROAD IS BASED ON THE DESCHUTES COUNTY PUBLIC WORKS SURVEY
OF BUTLER MARKET ROAD (CS 11963, SHEETS 4-6) WITH REFERENCE TO THE MONUMENTS LISTED ON THE
HWA CONTROL, RECOVERY AND RETRACEMENT MAP FOR EMPIRE CORRIDOR IMPROVEMENT SURVEY.
PARAMETRIX FIELD LOCATED AND VERIFIED THE POINTS LISTED ON THAT SURVEY FOR USE IN THIS SURVEY.
REFERENCE TO THOSE POINTS ARE MADE ON THIS SURVEY AND REFERENCE TO THAT SURVEY IS NEEDED
FOR COORDINATE VALUES. THE SIDELINES OF BUTLER MARKET ROAD ARE BASED ON SAID CENTERLINE.
EMPIRE AVENUE (EMPIRE AVENUE EXTENSION) IS SHOWN PER THE CONTROL, RECOVERY AND
RETRACEMENT MAP FOR EMPIRE CORRIDOR IMPROVEMENT SURVEY AND THE DEDICATION EXHIBIT MAP,
INSTRUMENT 2019-32183.
THE EASTERLY RIGHT-OF-WAY OF 27TH AVENUE ON SHEET 2 IS BASED ON A BEST FIT LINE ALONG THE
EASTERLY LINE USING FOUND MONUMENTS, POINTS 9583 (POINT 414 FROM CS19640), 9586 (POINT 415 FROM
CS19640), AND ADDITIONAL POINTS FROM CS19640, POINTS 292 AND 417. THE CENTERLINE AND WESTERLY
RIGHT-OF-WAY WAS CALCULATED BY OFFSETTING SAID BEST FIT LINE 50.00 FEET AND 40.00 FEET
RESPECTIVELY.
THE PROPERTIES SHOWN ON SHEET 3 ALONG THE EASTERLY RIGHT-OF-WAY OF NORTHEAST PURCELL
BOULEVARD WERE ESTABLISHED BY THE USE OF THE MID -SECTION LINE AND OMAN SURVEYS,
PARTICULARLY SURVEY CS07116. SURVEY CS07116 WAS USED AS BASIS AND THEN ROTATED TO THE
MID -SECTION LINE.
FOR THE "FRISONE" PARCEL ON SHEET 4, LOT 17, PLAT OF YEOMAN PARK, CS 14969, THE FOUND
MONUMENTS ALONG THE WESTERLY RIGHT-OF-WAY OF NORTHEAST PURCELL BOULEVARD WERE USED TO
ESTABLISH THE WEST LINE OF SAID LOT. THE SOUTHWEST CORNER OF LOT 17 WAS CALCULATED BASED ON
A 40-FOOT OFFSET FROM THE CALCULATED CENTERLINE OF NORTHEAST PURCELL BOULEVARD WITH PLAT
DISTANCE SOUTH FROM THE RECORD COORDINATES OF POINT 278 FROM CS 19640 AT THE SOUTHWEST
CORNER OF LOT 1, PLAT OF YEOMAN PARK. THE SOUTH LINE WAS CALCULATED USING RECORD ANGLE AT
THE SOUTHWEST CORNER OF SAID LOT 17.
THE "SPENST" AND "GALANAUGH" PROPERTIES ON SHEET 4 ARE SHOWN PER THE FOUND MONUMENTS AT
THE SOUTHWEST AND SOUTHEAST CORNERS OF LOT 15, POINTS 9565 AND 280, AND THE NORTHEAST
CORNER OF LOT 16, POINT 379, ALL IN THE PLAT OF ROYAL YEOMAN, CS11976. THE SOUTH LINE OF THE
"SPENST" PROPERTY IS SHOWN PER THE ACCEPTED MONUMENTS AT THE SOUTHWEST (POINT 9565) AND
SOUTHEAST CORNER (POINT 280). THE SIDELINES OF LOT 15 WERE CALCULATED USING PLAT OF ROYAL
YEOMAN ANGLES. THE EAST LINE OF THE "GALANAUGH" PROPERTY IS SHOWN PER THE ACCEPTED
MONUMENTS, POINTS 280 AND 379, FOUND AT THE SOUTHWEST CORNER AND THE NORTHEAST CORNER OF
LOT 16, WITH PLAT OF ROYAL YEOMAN ANGLE FOR THE NORTHERLY LINE OF SAID LOT 16.
THE NORTH LINE OF THE "BIDDLE" PROPERTY ON SHEET 4 IS CALCULATED BY HOLDING POINT 551 AT THE
NORTHWEST CORNER OF LOT 6, PLAT OF WINDSOR PARK, CS11851, WITH A BEARING TO POINT 279 PER
CS19640 AT THE CENTERLINE OF NORTHEAST PURCELL BOULEVARD, CONFORMING WITH A 40.00 FOOT
OFFSET OFF THE CALCULATED CENTERLINE OF BUTLER MARKET ROAD AS NOTED ABOVE. THE EAST LINE OF
SAID "BIDDLE" PROPERTY, LOT 6 IS CALCULATED BY OFFSETTING THE CENTERLINE MONUMENTS, POINTS 279
AND 282, 30.00 FEET. THE SOUTHEAST CORNER OF THE LOT WAS DETERMINED BY ACCEPTING THE FOUND
MONUMENT, POINT 553. THE SIDELINES ARE SHOWN PER PLAT OF WINDSOR PARK ANGLES.
THE "ERICKSON" PROPERTY ON SHEET 4, BEING LOT 7, PLAT OF WINDSOR PARK, CS11851, IS BASED ON THE
CENTERLINE MONUMENTS ALONG NORTHEAST PURCELL BOULEVARD, POINTS 282 AND 279, PER CS19640,
AND THE CENTERLINE OF BUTLER MARKET ROAD AS ESTABLISHED OF SURVEY CS11963. THE WEST LINE
WAS ESTABLISHED BY HOLDING SAID MONUMENTS 279 AND 282 PER CS19640 AS THE CENTERLINE AND THEN
OFFSETTING SAID LINE 30.00 FEET EASTERLY TO THE EASTERLY RIGHT-OF-WAY OF NORTHEAST PURCELL
BOULEVARD PER PLAT OF WINDSOR PARK, CS11851. THE NORTH LINE WAS DETERMINED BY USING THE
EXTENSION OF THE NORTH LINE THROUGH MONUMENTS 551 AND 279, PER CS19640, ON THE NORTH LINE OF
THE PLAT OF WINDSOR PARK, CS11851, BEING 40.00 FEET SOUTH FROM THE CALCULATED CENTERLINE OF
BUTLER MARKET ROAD AS NOTED ABOVE. THE SOUTHWEST CORNER OF OF LOT 7 WAS CALCULATED FROM
POINT 420 OF CS19640 AND THE CALCULATED NORTHWEST CORNER OF LOT 7. THE SOUTH LINE OF LOT 7
WAS CALCULATED USING RECORD ANGLE BETWEEN THE WEST LINE AND SAID SOUTH LINE PER THE PLAT OF
WINDSOR PARK, CS11851.
NO OTHER UNUSUAL FINDINGS WERE OBSERVED DURING THE COURSE OF THIS SURVEY.
BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS) BETWEEN
FOUND MONUMENTS AT THE CENTER QUARTER CORNER AND THE EAST QUARTER CORNER OF SECTION 22,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., SOUTH 89°45'34" WEST, AS SHOWN HEREON.
POINT TABLE FOR SHEET 2
POINT TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
9561
395815.30
3305122.34
3483.84
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WOOD PLS" (CS 20005)
9562
395785.67
3305141.93
3483.96
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
9566
395520.39
3304885.60
3487.35
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
9573
396010.69
3304919.57
3483.69
SET 1 INCH BRASS PLUG WITH PUNCH STAMPED "PARAMETRIX"
9574
395714.50
3305017.62
3484.62
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
9575
395668.05
3305005.10
3483.89
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED-PARAMETRIX"
9578
395790.48
3305385.83
3487.89
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
9579
395697.76
3305325.76
3487.89
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED-PARAMETRIX"
9580
395560.41
3305206.98
3490.19
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX-
9581
395495.13
3305206.89
3492.12
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
9582
395455.13
3305225.80
3497.09
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
9583
395455.13
3305192.38
3492.18
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
9586
395320.34
3305192.46
3501.28
SET 1 INCH BRASS PLUG WITH PUNCH STAMPED "PARAMETRIX"
9587
395320.36
3305203.45
3504.38
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
9588
395300.46
3305203.46
3504.60
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED -HWA" (SURVEY REFERENCE NO.6 CS16525)
9589
395300.37
3305192.47
3502.07
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED-PARAMETRIX"
9590
395917.19
3305529.51
3488.88
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
9591
395908.44
3305534.44
3489.77
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
LDESCHUTES COU4
'J:; of�Zozas- By: 04d-1!23;;z2
POINT TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
277
395284.44
3302483.72
5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP, BENT
278
395305.26
3302554.02
5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA"
282
394854.05
3302514.07
5/8 INCH IRON ROD WITH RED PLASTIC CAP, SMASHED
286
395925.36
3305524.95
ROCKNAIL
379
395202.05
3302483.78
5/8 INCH IRON ROD, LEANING
384
395456.01
3302514.40
5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP, UNREADABLE
386
395277.13
3302844.49
5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED 'HWA"
420
394854.16
3302543.95
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED "LS1020"
551
394995.16
3302382.27
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED "LS1020"
553
394942.30
3302484.23
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED "LS1020"
560
394890.60
3301561.49
2-1/2 INCH ALUMINUM CAP, IN CONCRETE
POINT LIST FROM CS19640 AS REFERENCED IN THE NARRATIVE
REFERENCES
DESTROYED, NOT RESET
DESTROYED, NOT RESET
DESTROYED, NOT RESET
DESTROYED, NOT RESET
DESTROYED, NOT RESET
DESTROYED, NOT RESET
1. CONTROL, RECOVERY AND RETRACEMENT SURVEY BY HWA, FILED MAY 3,
2018 AS COUNTY SURVEY NO. 19640 (CS19640), DESCHUTES COUNTY
SURVEYOR'S OFFICE.
2. RIGHT OF WAY MAP BY DESCHUTES COUNTY, FILED SEPT. 27, 1994 AS
COUNTY SURVEY NO. 11963 (CS11963), DESCHUTES COUNTY SURVEYOR'S
OFFICE.
3. PLAT NO. 614 NASU PARK, VOLUME 19, PAGE 72 BY ROBERT KARL, FILED
SEPTEMBER 2, 1981 AS COUNTY SURVEY 08382 (CS08382), DESCHUTES
COUNTY SURVEYOR'S OFFICE.
4. RECORD OF SURVEY -PROPERTY LINE ADJUSTMENT BY SUN COUNTRY
ENGINEERING AND SURVEYING, FILED JULY 20, 2017 AS COUNTY SURVEY
19403 (CS19403), DESCHUTES COUNTY SURVEYOR'S OFFICE.
5. UNDATED SURVEY OF MARCUS QUINN PLACE BY AUBREY PERRY, FILED AS
CS02716, DESCHUTES COUNTY SURVEYOR'S OFFICE.
6. PLAT OF SUMMIT RIDGE BY HWA, FILED AUGUST 2, 2005 UNDER OFFICIAL
RECORDS 2005-47872, COUNTY SURVEY NO. 16525, (CS16525), DESCHUTES
COUNTY SURVEYOR'S OFFICE.
7. PARTITION PLAT NO. 1991-16 BY ROBERT KARL- RUSSEL KARL JR, FILED
MARCH 7, 1991 AS COUNTY SURVEY NO. 02692 (CS02692), DESCHUTES
COUNTY SURVEYOR'S OFFICE.
8. MINOR PARTITION PLAT MP-89-6 BY RAYMOND OMAN, FILED SEPTEMBER 28,
1989 AS COUNTY SURVEY NO. 02684 (CS02684), DESCHUTES COUNTY
SURVEYOR'S OFFICE.
9. PLAT OF SURVEY FOR MILTON AND DORIS THOMPSON BY RAYMOND OMAN,
FILED NOVEMBER 1, 1989 AS COUNTY SURVEY NO. 02681 (CS02681),
DESCHUTES COUNTY SURVEYOR'S OFFICE.
10. PLAT OF SURVEY FOR MILTON AND DORIS THOMPSON BY RAYMOND OMAN,
FILED JANUARY 8, 1992 AS COUNTY SURVEY NO. 07116 (CS07116),
DESCHUTES COUNTY SURVEYOR'S OFFICE.
11. PLAT OF YEOMAN PARK BY HWA, FILED MAY 24, 2002 AS COUNTY SURVEY
NO. 14969 (CS14969). DESCHUTES COUNTY SURVEYOR'S OFFICE.
12. PLAT OF WINDSOR PARK BY GEORGE COLVIN, FILED JUNE 2, 1994 AS
COUNTY SURVEY NO. 11851 (CS11851). DESCHUTES COUNTY SURVEYOR'S
OFFICE.
13. PLAT OF ROYAL YEOMAN BY SUN COUNTRY ENGINEERING AND SURVEYING,
FILED OCTOBER 10, '1994 AS COUNTY SURVEY NO. 11976 (CS11976).
DESCHUTES COUNTY SURVEYOR'S OFFICE.
rS
3 SHEET 2 23
5
X
SHEET 4
SEC 22 & 23, T17S, R12E, WM
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
C� 2osos—
RENEWS: 12-31-2022
C1/4 CORNER SEC. 22
REC=3-1/4" DIA. ALUM. CAP
MONUMENT "LS 2214", IN CASING
RECOVERED MONUMENT
#459 PER CS19640
22 -
N=396452.29
E=3302523.08
(CS19640)
E1= 3" DIA. BRASS CAP RECORD OF SURVEY
REC CORNER SEC. 22 MONUMENTATION OF RIGHT-OF-WAY CORNERS
S89'45'34"W 2618.99' (BASIS OF BEARINGS) 22 V23 MONUMENT "LS 1081" FOR: CITY OF BEND - EMPIRE CORRIDOR IMPROVEMENT
\20.00' N=396463.28 SOUTHEAST QUARTER AND SOUTHWEST QUARTER OF SECTION 22 & SOUTHWEST QUARTER OF 23, TOWNSHIP
E=3305142.05 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
(COCS 1119) APRIL 2022
LEGEND
O ® FOUND MONUMENT (PRIOR TO CONSTRUCTION) PER SURVEY HWA CONTROL,
RECOVERY AND RETRACEMENT MAP, CS19640, IN 2020.
B MONUMENT PER SURVEY HWA CONTROL, RECOVERY AND RETRACEMENT MAP,
CS19640, IN 2020. DESTROYED BY ROAD CONSTRUCTION. (NOT RESET)
® SET 1" BRASS PLUG WITH PUNCH MARK IN CONCRETE STAMPED "PARAMETRIX",
SEE MONUMENT TABLE
O ® SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX",
SEE MONUMENT TABLE
RIGHT OF WAY DEDICATION PER DEDICATION DEED AS NOTED
() RECORD INFORMATION IF DIFFERS FROM MEASURED OR CALCULATED.
\ CS##### COUNTY SURVEY NUMBER
\ YPC YELLOW PLASTIC SURVEY CAP
\ IR IRON ROD
\ R/CAP REBAR WITH SURVEY CAP
_COCS _ _ POINT NUMBER IN CENTRAL OREGON COORDINATE SYSTEM
O ,
oti T �` r'• I LOT 4 ► LOT 13Lill
p
P
LOT 2 \ / LOT 14 ,
Gx RECOVERED MONUMENT
#286 PER CS19640
W C-4 PLAT NO. 614 �-- - - `v'� 9590
\ Z NASU PARK i
z ► - `/ N29'26'S3"W N29'26'53"W
\ °oI J LOT 3 �� LOT 1 QjV 9.38 10.06'
\ o o to C3 \ / 0.68
~ NI o I � L=563.76�
o � � � R=1909.86/ 9591
z CHORD: N55'08'20"E oo.
VIA Z " , , TAX LOT �` \ 561.71' CS 11963 1 SURVEY
�171223CB01200
Z REFERENCE s �
LOT 2 ` CS 19403 j
6, G SAGAN WELCH
(VOL 2018, PG. 50392)/
ANTHONY J. ROSENGARTH
y RECOVERED MONUMENT TAXLOT 171223CBO1000
S33'29'32"E #19138 PER CS19640 /�`�.��`° VOL 2018, PG. 29137
\ / 36.23 DEDICATION ��'�F.S30'27'02"E 10.18'
TRINITY EVANGELICAL N00'00'38"E 42.77' •' DEED
8396 �F����� ,� DEDICATION
LUTHERAN CHURCH 9578 2020-16612
TAXLOT 171222DA00200
_ 9562 / G
(INST.94-040200) o
S575337"W
I , 23.61'
N13'19'32V 13.56'
9574Lo
00
N15'06'59"E 48.09' 1 , N / Gc:)���h`° SURVEY
SURVEY ,, I �o°1�'`'CSF02716E
REFERENCE 9575 I / ,, S15 38 20"W 31.25 0 �� O 9579 \
CS19640
DEDICATION N
DEED
2020-15362
00� COURT ORDER \
INST. 2020-51845
REFERENCE
•�� �' DEDICATION DEED
2019-32183
i �P\
n°� 0 < /
G� ��p�� RECOVERED MONUMENT
��' 285 PER CS19640 BUTLER MARKET
* PGA # _N 9580 PROPERTIES, LLC
' `4 TAX LOT 171223CB00900
�ok O�O OP k W (VOL 2003, PG. 73751)
Eyoll
CDDESCHUTES CO v
9566 J�F.e.��,`°^' �`C/` / N66`361, NE CORNER o
Lp
PARCEL 1, ` k , GA G �� Q�eAh� ¢6 ¢� ' PARTI110N PU1T 9581 OS OS ZUZZ y:
ass\o�3 / �`�� `' �°�° i \ , NO. 1991-16
\' i , S25' 15'27"E 44.29'
9583 9582 (N89'59'21 "W CS 02716)
40.00' (N89'59'06"W CS 16525)
40.00' `1 33.42' - - N89'S9'06"W - - -
RECOVERED MONUMENT �Oo, h°c�� i i 10.00 N8T59'06V 43.42'
'
00 1
#402 PER CS19640 / , / REFERENCE PARTITION I �- NW CORNER RECOVERED MONUMENT 1.'S8"W
PLAT 1991-16 CS02692 I W LOT 7, - #286 PER CS19640 IN 2019
00
i
I W SUMMIT RIDGE ^ REPLACED THIS SURVEY ( LOT 9 I LOT 10 9586 9587
50.00' N LOT 7 LOT 8
(n I WuJ to SUMMIT RIDGE
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
Cl
126.62'
350.00'
20'43'42"
125.93'
S49'20'34"W
C2
16.26'
50.00'
18'38'04"
16.19'
N50'23' 17"E
C3
23.37'
387.00'
3'27'38"
23.37'
S42'47'56"W
C4
48.91'
97.00'
28*53'17"
48.39'
N30'05 02"E
C5
16.07'
68.00'
13'32'35"
16.04'
N08'53'05"E
C6
306.85'
859.90'
20'26'44"
305.22'
N23'32'54"W
C7
189.99'
1869.86'
5*49'18"
189.91'
S51'36'41 "W
C8
189.83'
1859.86'
5'50'53"
189.75'
N51'34'04"E
C9
65.85'
1869.86'
2'01'04"
65.85'
N47'41'30"E
C10
20.14'
50.00'
23'04'26"
20.00'
N00'01'12"W
10 CITY UTILITY &
j
o
(CS 16525)
PUBLIC TRAVEL
(
o ;
EASEMENT I
i
o o
"' v
`
(INST. 99-34652)-y
r- N
I
SEE DETAIL A
I
I
I
9586
I
/
RECOVERED MONUMENT
9587
#414 PER CS19640
;
NE ALTAIR CT
RESET WITH 9586 IN DEC. 2021
(PRIVATE ROAD)
10' RIGHT-OF-WAY
I
AREA OUT OF ALTAIR
DEDICATION
I
DEDICATION
I
COURT (PRIVATE ROAD)
(VOL. 2007, i
DEED
I 2020-18454 9589
SUMMIT RIDGE
PG 25144)
1
HOMEOWNERS ASSOC
NE ALTAIR CT
r RECOVERED MONUMENT TAXLOT171223CB00806 DETAIL
A
#415 PER CS19640 9588
RESET WITH 9589 IN DEC. 2021 o NOT TO SCALE
I o TAX LOT
Z 171223CB00807 �0�
REGISTERED
LOT 6
CALCULATED PER 22 23 QC�''� PROFESSIONAL
PLAT OF SUMMIT RIDGE f 25 26 LAND SURVEYOR
EMPIRE CORRIDOR IMPROVEMENT PHASE 1a,u-1
• SHEET NO.
RECORD OF SURVEY 2 OF 4
OREGON DWG NAME
�- CITY OF BEND SCALE IN FEET CMARCH 9,HRIS 202021 1 BE6237004V-POST ROS
ROB96451 DATE
CITY OF BEND, DESCHUTES COUNTY, OREGON 0 50 100
RENEWS: 12-31-2022 APRIL 27, 2022
P fl
6-5
2osos-
RECORD OF SURVEY
MONUMENTATION OF RIGHT-OF-WAY CORNERS
FOR: CITY OF BEND - EMPIRE CORRIDOR IMPROVEMENT
SOUTHEAST QUARTER AND SOUTHWEST QUARTER OF SECTION 22 &
SOUTHWEST QUARTER OF 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
APRIL 2022
LEGEND
C1/4 CORNER SEC. 22
RECORD=3-1/4" DIA. ALUM. CAP
MONUMENT "LS 2214", IN CASING
RECOVERED MONUMENT
#459 PER CS19640
N=396452.29 '
E=3302523.08
(CS19640) ,
NORTH UNIT MAIN CANAL
/ I
I
I
I
O ® FOUND MONUMENT (PRIOR TO CONSTRUCTION) PER SURVEY HWA CONTROL, ,' 20'
RECOVERY AND RETRACEMENT MAP, CS19640, IN 2020. I
® SET 1" BRASS PLUG WITH PUNCH MARK IN CONCRETE STAMPED "PARAMETRIX", 10' WIDE RIGHT-OF-WAY'
SEE MONUMENT TABLE DEDICATION PER INST. I
' SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX", N0. 89-24170 ,
® /' , �,
SEE MONUMENT TABLE
RIGHT OF WAY DEDICATION PER DEDICATION DEED AS NOTED I
NORTH UNIT MAIN CANAL
S84'48'50"W 9.50' - --- - - _
N84'48'50"E __�_-----�--�-
- - - (N84'48' 16"E CSO2684)
/ \ LOT 16
I
()
RECORD INFORMATION IF DIFFERS FROM MEASURED OR CALCULATED.
CS#####
COUNTY SURVEY NUMBER
a
YPC
YELLOW PLASTIC SURVEY CAP
/ ` Q \\
o
N
b to
IR
IRON ROD
i
o
N
v
R/CAP
REBAR WITH SURVEY CAP
\
\
z z
^
J
N
SCALE IN FEET
0 50 100
\ \ \ I { ~ I O O f0 z o o
\ IJ
N v
LOT 15 w
\ z
0
WILD RIVERS LOOP
HELD R/W UNE PER OMAN SURVEYS CS02681, CS02684 do CS07116
ORIENTATED SURVEYS ON SEC SUBDN UNE
PUTNAM, MARY S. ET AL
TAX LOT 171222DBO6000
(PARCEL. #2, DEED 2019-19004)
PARCEL 2, MINOR PARTITION
IMP-89-6 (CS02684)
DEDICATION
DEED
2021-26984
/ I I
/ 1 LOT 17 I
I N89'56'26"E . 10.00'
�/ I_-- -- -- 8.50'
/ \ I 9537
20 \ -- -- --
��\ I \
LOT 18 N00'21'49"E
S. UNE PARCEL 2, MINOR PARTITION
#MP-28-6 (CS02684)
-- -- -- - -- -
S8T56'26"W
(S8T56'21 "W CS02684)
` i i i 42.21 S00'10'45"W 48.91'
\{ ( N70'15'27"W 19.78'
� 10040
`\ ' ' ADJUSTED PROPERTY UNE
LOT 19 { \ PER CS07116
{
' 16
{ I LOT 20
i J HELD R/W UNE PER OMAN SURVEYS CS02681, CS02684 do CS07116
' ORIENTATED SURVEYS ON SEC SUBDN UNE
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POINT TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
9526
395405.29
3302554.23
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
9537
395870.84
3302555.68
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
10000
395821.91
3302555.52
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
10002
396278.98
3302554.67
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
10003
396279.83
3302564.14
SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX"
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PURSER AVE. I {
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20' 1` r ; 952
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LOT 19 S89'37'07"W 20i00' S
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S1/4 CORNER SEC. 22
RECORD=3-1/4" ALUM. CAP I
MONUMENT IS 2033\12
N=393804.43
E=3302524.15 2-
(COCS #115) 27
MARY S & DAVID R. PUTNAM &
ROSE M. REARDON
TAX LOT 171222DBO6100
(PARCEL 11, DEED 2019-19004)
N.W. CORNER LOT 1,
YEOMAN PARK
BEARS S01'42'16T, 1047.49'
FROM C1/4 CORNER SEC. 22
(N89'37'07"E PLAT)
N89'37'07"E
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I LOT 2
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
RENEWS: 12-31-2022
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