HomeMy WebLinkAboutSurvey 21050RECORD OF SURVEY
ROBERT AND NANCY HARPER PENN AVENUE
LOT 5, PLAT OF OLNEY, PORTIONS OF LOTS 9 & 10,
BLOCK 24, PLAT OF WIESTORIA AND OTHER LANDS,
LOCATED IN THE NE 1 /4 NW 1 /4 OF SECTION 33,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., I
CITY OF BEND, DESCHUTES COUNTY, OREGON i
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LOT 6 LOT 7 LOT 8
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SCALE: 1 "= 30' o
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ALLEY VACATED ALLEY
Nil
R ERED
S89'59'05"E 90.06'PEIONAL
YO90.00' (R3)LA RVER I
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GON LOT 11,OK( LOT 10 LOT 9 I
May 12, 2010 I
DIRK P. DURYEE I I
65694PLS -J
RENEWS: 12/31 /23 '00 (D1) ^ I o
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03ft 4-0
DESC S COUNTY SU I I l0000
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LEGEND i I
I I• FOUND MONUMENT, SEE MONUMENT TABLE FOR DETAILS
0 SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING' UNLESS NOTED OTHERWISE
(R1) PLAT OF WIESTORIA BY GEO. S. YOUNG, CE, DATED
3-3-1910, CS10565
(R2) PLAT OF OLNEY BY JERRY POWELL, PLS 1919, FILED
10-26-2001, CS14677
(R3) SURVEY BY EDGAR GRAVES, PLS 980, DATED
1-21-1976, CS10648
(R4) SURVEY BY RICHARD GRAUE, PLS 930, NOT DATED,
CS10651
(R5) SURVEY BY JEAN HAWTHORNE, PLS 454, DATED
5-27-1964, CS10697
(R6) SURVEY BY JOHN EATON, PLS 252, DATED
12-2-1967, CS10644
(D1) WARRANTY DEED RECORDED MAY 24, 1991, IN
VOLUME 235, PAGE 2281, DESCHUTES COUNTY
OFFICIAL RECORDS.
(D2) ROAD VACATION ORDINANCE NS-1766, RECORDED
JANUARY 11, 2001, IN BOOK 2001, PAGE 1460,
DESCHUTES COUNTY OFFICIAL RECORDS.
(D3) WARRANTY DEED, RECORDED JUNE 22, 2001, IN BOOK
2001, PAGE 29941, DESCHUTES COUNTY OFFICIAL
RECORDS.
(D4) WARRANTY DEED, RECORDED OCTOBER 31, 2005, IN
BOOK 2005, PAGE 74756, DESCHUTES COUNTY
OFFICIAL RECORDS.
(P) PROPORTIONED
I "D"
POINT OF 9.72' I
CURVATURE N00'05'S8"E
9.74' (D3) �
3 i C5 (D3)
,18.25' 71.85'
EAST 71.85' (D3) " "
-------90.10' (P)---------- A
90.00' (R3)
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE PROPERTIES OWNED BY
EAST 115.02' (R2) ROBERT AND NANCY HARPER AS DESCRIBED IN THE FOLLOWING DOCUMENTS.
115.00' (R1) (D1)-PROPERTY CONVEYED TO THE HARPERS MAY 24, 1991, VOLUME 235, PAGE 2281, DESCRIBED
N89'S6'34"E 115.06' 6O AS LOT 9 AND LOT 10, BLOCK 24, WIESTORIA, EXCEPT THE WEST 10' OF LOT 10.
(D2)-A PORTION OF 7TH STREET WAS VACATED JANUARY, 11, 2001, IN BOOK 2001, PAGE 1460,
65.00' (R1) 50.00' (R1) AND DESCRIBED BY METES AND BOUNDS. THE HARPERS ACQUIRED THE WEST HALF OF THE
VACATED 7TH STREET PER THIS VACATION.
(D3)-A PORTION OF (D1) WAS CONVEYED TO THE CITY OF BEND JUNE 22, 2001, IN BOOK 2001,
PAGE 29941, DESCHUTES COUNTY OFFICIAL RECORDS.
i (D4)-THE HARPERS ACQUIRED LOT 5, OLNEY TOGETHER WITH THE EAST HALF OF THE VACATED
I I i
7TH ST SEET, OCTOBER 31, 2005, IN BOOK 2005, PAGE 74756, DESCHUTES COUNTY OFFICIAL
I I WE ESTABLISHED THE SOUTH LINE OF LOTS 9 AND 10, EXCEPT THE WEST 10 FEET OF LOT 10 AND
THE SOUTH LINE OF THE PLAT OF OLNEY BY HOLDING MONUMENTS NO. 3 AND 9 AS SHOWN. WE
0) N
ALLOWED FOR RIGHT OF WAY OF 80.00 FEET FOR 7TH STREET AND 66.86 FEET ALONG THE SOUTH
00 LINE OF OLNEY PLAT FOR OLNEY AVENUE PER (R2). THE REMAINDER WAS SINGLE PROPORTIONED
0)00
TO ESTABLISH THE SE CORNER OF LOT 9, REFERENCE POINT "A" AND THE SW CORNER OF THE
•. ( O� PLAT OF OLNEY , REFERENCE POINT "B" AND THE SW CORNER OF LOT 4, OLNEY, REFERENCE
CN ir p LOT 1 LOT 2 ,°�' POINT "C".
wl 0001� I I�
W a, r v N o o� WE ESTABLISHED THE NORTH LINE OF (D1) BY HOLDING FOUND MONUMENTS NO. 1 AND NO. 2. THE
� s vi -0I (d- 2 (0 NORTH LINE OF VACATED 7TH STREET WAS HELD BETWEEN MONUMENTS NO. 1 AND NO. 4. THE
o WEST LINE OF (D1) WAS ESTABLISHED FROM MONUMENTS NO. 2 AND 3. THE EAST LINE OF LOT 9
0 3 rn Ni- C) o AND WEST RIGHT OF WAY LINE OF 7TH STREET WAS ESTABLISHED BETWEEN FOUND MONUMENT NO.
u7 a z 1 AND THE CALCULATED REFERENCE POINT "A". THE WEST LINE OF THE PLAT OF OLNEY AND THE
_ oo 0z EAST RIGHT OF WAY LINE OF 7TH STREET WAS ESTABLISHED FROM FOUND MONUMENT NO. 4 AND
o I o I�� CALCULATED REFERENCE POINT "B".
•
O
W00z z I ��� I TO ESTABLISH THE SOUTHWEST CORNER OF LOT 5, OLNEY, WE HELD THE RECORD DISTANCE OF
G 49.98 FEET ALONG THE WEST LINE OF THE PLAT OF OLNEY FOR THE RIGHT OF WAY OF OLNEY
Z O I I LOT 1 AVENUE. WE ESTABLISHED A BEST FIT FOR THE NORTHWESTERLY RIGHT OF WAY OF OLNEY AVENUE
OLNEY OF THE PLAT OF OLNEY FROM THE CALCULATED SOUTHWEST CORNER OF LOT 5 AND FOUND
MONUMENT NO. 7.
TO ESTABLISH THE POINT OF CURVATURE, REFERENCE POINT "D", ON THE NORTHERLY RIGHT OF
I I WAY LINE OF OLNEY AVENUE, WE HELD THE RECORD DISTANCE OF 71.85 FEET PER (D3) FROM THE
CALCULATED REFERENCE POINT "A".
EAST 80.00(D2,D4) o WE HELD THIS CALCULATED POINT OF CURVATURE, REFERENCE POINT "D", AND A POINT ALONG
80.00' (R1) 4� � THE EAST LINE OF VACATED 7TH STREET 93.05 FEET FROM FOUND MONUMENT NO. 4 PER (D2)
N89'58'03"E 80.02' ® "'v S89'S9'S4"E 97.50' R2 �� •�� p 1 NOTED AS REFERENCE POINT "E" AS SHOWN ON DETAIL BELOW AND THE RECORD RADIUS OF
40.01' ( ) ��,�� L� 270.00 FEET PER (D2,D4) TO ESTABLISH THE CURVE ALONG THE NORTH LINE OF (D3) AND SOUTH
40.01 N89 51 06 E 97 47 LINE OF (D2 D4) THE CALCULATED REFERENCE POINT E FAL
LS IN A LARGE BOULDER AS NOTED
IN DETAIL BELOW. A WITNESS CORNER WAS SET FOR THIS CORNER 1.25 FEET NORTHERLY ALONG
THE EAST RIGHT OF WAY LINE OF 7TH STREET. NOTE THAT THIS CREATES A 3.25 FEET JOB
00
N LOT 5 DK BETWEEN CALCULATED REFERENCE POINT "E" AND THE SOUTHWEST CORNER OF LOT 5 AS SHOWN
o-. OLNEY "o�QC) IN DETAIL BELOW.
�
N n rn ^ �� / BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY
, VEY IS THE CENTRAL OREGON COORDINATE
o O (D4 '�O,r��•5. SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS (INCLUDING
vi ,�•� BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH TOPCON HIPER GPS. THE CALIBRATION
o O o0 0 � 3 0 '`L��, TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE DESCHUT
ES 13 TRANSFORMATION
o M h� J� USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29.
N O 0
� oo LOT
m: 100 z Q� OLNEY
0 o 0
d 0 (D4) O
0
z SEE r - MON NO. 4 TO 8,
� � NOT HELD
DETAIL
S00'27'50"E
i 69.51'
G� J 70.00' (R5)
00 N
�I0�
G IN
N 66.86'
66.8E
40.00' 40.00'
80.00' "B"
OLNEY AVENUE
(D2)
ORDINANCE NO.
NS-1766
BOOK 2001, PG. 1460
80.00' (R1)
S89'58'59"W 385.26'
395.00' (R1) FROM SW CORNER
LOT 10 TO SE CORNER LOT 9)
MONUMENT AND REFERENCE TABLE
NO.
DESCRIPTION
1
FOUND
5/8" IRON ROD, NO CAP PER (R4)
2
FOUND 5/8" IRON ROD PER (R3)
CENTRAL OREGON COORDINATE SYSTEM N:388428.1500, E:3296688.1600
3
FOUND 5/8", NO CAP PER (R3)
4
FOUND
5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEA INC" PER (R2)
5
FOUND 80D SPIKE PER (R6)
6
FOUND
5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEA INC" PER (R2)
7
FOUND
5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEA INC" PER (R2)
8
FOUND
1 /2" IRON ROD PER (R5), NOT HELD
9
FOUND
3/4" OPEN IRON PIPE (R5)
10
FOUND
1 /2" OPEN IRON PIPE PER (R6)
LOT 4
OLNEY I PORTION OF
LOT 10
BLOCK 33 I
WIESTORIA
148.14' (R2)
148.30' (P) 9
CIS!
5
VACATED It OLNEY
7TH O
O
STREET p
0
2.00
SET
WITNESS ;n N
CORNER Nv `-
0
O
1.25 OLNEY
G AVE
"E", CORNER
FALLS IN LARGE
7TH oI BOULDER
STREET
U ) DETAIL
SCALE: 1 "=5'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
49.07'
270.10'
24.60'
N50'33'16"E
49.00'
10*24'34"
C2
161.29'
270.00'
83.13'
N72'52'43"E
158.90'
34*13'36"
C3
45.96'
270.00'
23.03'
N60'38'30"E
45.90'
9'45'09"
C4
42.60'
270.00'
21.35'
N70'02'18"E
42.56'
9'02'27"
C5
f 72.73'
270.00' 1
36.59'
N82.16-31 "E
72.51'
15-26-00"
RECORD CURVE DATA
CURVE
LENGTH
RADIUS
CH BEARING
CH LENGTH
DELTA
Cl (R2)
49.05'
270.00'
N50'34'18"E
48.99'
10'24'34"
C3+C4
(D2,D4)
(D2)88.80'
(D4)88.00'
270.00'
S64'48'50"W
88.40'
LC5(D3)
72.75'
270.00'
S82'16'53"W
72.53'
15'26'14"
TITLE: PLAT OF SURVEY
JOB NO: 3066 - Harper survey
SCALE: 1 "=30' BY: P.A.T.
DATE: 03-14-2023
3066-Harper-survey.dwg SHEET: 1 OF 1
i LJ w n niLL, Dr -NU, UK
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