HomeMy WebLinkAboutSurvey 21712FOUND MONUMENTS TABLE
POINT NO.
DESCRIPTION
101
5/8"
IRON
ROD
W/YPC STAMPED
"F. AST PLS 1938"
FLUSH IN
CONC - SET IN (A)
104
5/8"
IRON
ROD
NO CAP DOWN 0.2' - SET IN (B)
110
5/8"
IRON
ROD
W/YPC STAMPED
"W&H PACIFIC" FLUSH - SET
IN (F)
111
5/8"
IRON
ROD
NO CAP SET IN
CONCRETE LOOSE UP 0.2' - SET IN (A)
112
2-1/2" BRASS
CAP STAMPED "1/4, S18/S17, 1976,
LS1026",
UP 1.35' - SET IN (D)
116
5/8"
IRON
ROD
W/YPC STAMPED
"ODOT R/W" FLUSH
- SET IN
(C)
117
5/8"
IRON
ROD
W/YPC STAMPED
"ODOT R/W" FLUSH
- SET IN
(C)
118
5/8"
IRON
ROD
W/YPC STAMPED
"F. AST PLS 1938"
UP 0.8' -
SET IN (A)
119
5/8"
IRON
ROD
W/YPC STAMPED
"F. AST PLS 1938"
UP 0.10'
- SET IN (A)
SURVEYOR NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO PERFECT A PROPERTY LINE
ADJUSTMENT BETWEEN PARCEL 1 AND PARCEL 2 AS DESCRIBED IN THAT
STIPULATED FINAL JUDGMENT TO THE STATE OF OREGON, BY AND
THROUGH ITS DEPARTMENT OF TRANSPORTATION, RECORDED JUNE 15,
2000 IN VOLUME 2000, PAGE 23686, DESCHUTES COUNTY RECORDS. .
THE ADJUSTED PROPERTY LINE WAS SET AT THE DIRECTION OF OUR
CLIENT AND INTENDED TO BE A 30.00' WEST OFFSET FROM THE WEST
PAVEMENT EDGE OF A SHARED USE PATH.
THE WEST LINE WAS HELD BETWEEN FOUND MONUMENTS 101 & 104 AND
BETWEEN FOUND MONUMENTS 104 AND 110 HOLDING THE RECORD
RADIUS OF THE ARC BEING 2030.00 FEET PER (B).
THE NORTH LINE WAS HELD BETWEEN FOUND MONUMENTS 110 & 111
AND BY EXTENDING A LINE FROM 111 THROUGH THE CALCULATED
POSITION BASED ON COORDINATES PER MONUMENT 3081 IN THE SURVEY
BY OREGON DEPARTMENT OF TRANSPORTATION DRAWING 11 B-5-29 TO
THE EAST LINE.
THE EAST LINE WAS DETERMINED BY STATION AND OFFSET PER SAID DEED
'DESCRIPTION VOLUME 2000 PAGE 23686, DESCHUTES COUNTY OFFICIAL
RECORDS. THE CENTERLINE TO WHICH, WAS HELD AT RECORD DIMENSIONS
PER REFERENCE (C) TO FOUND MONUMENT 112, WHICH AGREED VERY
WELL WITH FOUND MONUMENTS 116 & 117.
THE SOUTH LINE WAS HELD BETWEEN FOUND MONUMENTS 101 & 118,
118 & 116 AND 116 & 117 AND THE EASTERLY EXTENSION THEREOF.
THE BASIS OF BEARINGS IS THE CENTRAL OREGON COORDINATE SYSTEM
(COCS) DERIVED FROM RTK GPS POSITIONS UTILIZING THE OREGON
REAL-TIME GNSS NETWORK AND DESCHUTES 13 TRANSFORMATION, BEING
N89'42'15"W BETWEEN FOUND MONUMENTS 101 & 118.
STA=440+51.58 OFF=128.69' RT DETAIL 'A'
(STA=440+51.69 OFF=128.77' RT)(C) 1 " = 20'
N89.27'19"W 5.40'
N89.27' 19"W 62.36'
116 • (il --
STA=440+23.88
OFF=66.35 RT
STA=440+49.28 OFF=123.74' RT
(STA=440+49.37 OFF=123.72' RT)(C)
9'27'19"W 23.38'
I
SURVEY REFERENCES:
(A) RECORD OF SURVEY BY FRED A. AST. JR & ASSOCIATES, FILED DECEMBER 15, 1987.
DESCHUTES COUNTY OFFICIAL RECORDS CSO4035
(B) PLAT OF ROMAINE VILLAGE UNIT 6 BY GEORGE J. COOK, DATED DECEMBER 19, 1973.
DESCHUTES COUNTY SURVEYOR'S OFFICE CS09653
(C) SURVEY FOR RIGHT OF WAY MONUMENTATION BY OREGON DEPARTMENT OF TRANSPORTATION,
ROB CHURCHILL, PLS FILED SEPTEMBER 26, 2017. DESCHUTES COUNTY SURVEYOR'S OFFICE
CS19466
(D) RECORD OF SURVEY BY GEORGE COOK ENGINEERING INC., DAVE ARMSTRONG, PLS DATED
JULY 26, 1976. DESCHUTES COUNTY SURVEYOR'S OFFICE CSO4057
(E) RIGHT-OF-WAY MAP BY OREGON DEPARTMENT OF TRANSPORTATION, REVISED DATE JANUARY
9, 2025, DRAWING 11 B-5-29
(F) RECORD OF SURVEY BY W&H PACIFIC, DANIEL E. WOBBE, PLS DATED NOVEMBER 6,
2007. DESCHUTES COUNTY SURVEYOR'S OFFICE CS17547
(G) STIPULATED FINAL JUDGEMENT RECORDED JUNE 15, 2000 IN VOLUME 2000, PAGE 23686,
DESCHUTES COUNTY RECORDS.
PROPERTY LINE ADJUSTMENT
LOCATED IN THEW 1/2 OF SECTION 17 AND THEE 1/2 OF SECTION 18
TOWNSHIP 18 SOUTH, RANGE 12 EAST W.M.
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY, 2026
PLPLAM20250350
LEGEND:
FOUND SURVEY MONUMENT, SEE FOUND MONUMENTS TABLE FOR
FURTHER DESCRIPTION
SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP MARKED
"S&F LAND SERVICES"
TAX LOT 18121 70001700
rn
111
04,
� Q
111 TO COORDINATE POSITION
981.67' (981.70')(F) \
DESCHUTES OUNTY SURVEYOR
room
[FILED 13yw..���
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD
C1
270.92'
2030.00'
7.38'48"
N13.06'24"W 270.72'
Cl (A)
(270.46')
(2030.00')
(7.38.01 ")
C2
299.35'
992.21'
17*17'10"
N09.12'39"E 298.21'
LOT 4
woo
STA=433+40 33
LOT 3 \
OFF=246.40 RT
N89.54'52"E 245.01'
S89.37' 13"E 905.57' _ _-
(N89.58'06"E 245.00')(A) I N00.25'17"E 160.04' (S89.32'23'-E)(A) COORDINATE POSITION OF 3081
(N89.53'09"W 244.91')(F) _ (N00.30'34"E 160.01')(A) (N89.37'20"W)(F) PER ODOT DRAWING 11 B-5-29
�1851 S00.36'31 "E 148.52'-
5
CN�7.4.8
ADJUSTED PROPERTY LINE -�
18 17�
STA=434+98.43��
112 OFF=233.54 RT
I TAX LOT
00
- (r►+ u
r � �
9
CA
co W
oC
_ co CA
r _P1ii
I
TAX LOT
1812170001800
I ORIGINAL AREA = 17.43 ACRES
ADJUSTED AREA = 16.08 ACRES
INST. NO. 2026-05270
I
BASIS OF BEARINGS
N89.42' 15"W 917.64'
(S89.58'06"W 112.55)(A)
100, 0 50' 100' 200'
SCALE: 1" = 100'
2364301-PLA-ROS.dw
(N89.32'23"W 804.90')(A)
TAX LOT 1812170002001
1812170001900
ORIGINAL AREA = 0.74 AC
ADJUSTED AREA = 2.09 AC
INST. NO. 2026-05270
STA=437+32.52
OFF=202.48 RT
U
10)
I
STA=432+80.00
o
OFF=55.00 RT (G)
P.S.: 432+29.80
(C)
_
I_I
r
STA=433+30.83
I
OFF=63.51
RT
89'37' 3"E 183.12'.. r
Y76.09'
107.03'
STA=433+50.00
i
_
OFF=65.00
RT (G)
� S07'48' 14"W
Q
19.03' N
=
s
=
r�
icn
O
i�
�
C)o
•
N
STA=435+63.20
OFF=65.00
RT (G)
►3
STA=437+29.81
OFF=65.00 RT (G)
S17.59'48"W 94.1 1 `
S89.42'10"E 212.41'
I �
OLD PROPERTY LINE I
U
c
co
T
�r
Y
= a
P.S.C.: 437+29.80 (C)
Q 4.03' C.R.
Z T DELTA 24.14'52"
Ld m Ts 555.22'
2 - 500' SPIRALS
S 10.07'30"
P.C.S.: 438+28.52 (C)
S00 09 10 E 178.6STA=438+28.52
(S00.00'37"W 178.90')(A) i f OFF=70.00 RT (G)
S 19' 17' 31 "W 187.71 '
I
I 116 �
'n cn
118 117
►JRQ•27'19"W 5819'
STA=440+61.45
OFF=150.12 RT
SEE DETAIL 'A'
STA=440+23.88
/ OFF=66.35 RT
�STA=441 +00.00
OFF=60.00 RT (G)
CS 2 17 1�2