HomeMy WebLinkAboutSurvey 20350DESCHUTES COUNTY SURVEYOR
FlLED !! y12ozo BY: Dun+.
NARRATIVE
RECORD OF SURVEY
LOCATED IN THE SOUTHWEST ONE -QUARTER (SW1/4) OF SECTION 25,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.
DESCHUTES COUNTY, OREGON
OCTOBER 2020
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE RIGHT-OF-WAY OF HAMBY ROAD AND NEFF ROAD AS DESCRIBED
IN DEDICATION DEEDS TO DESCHUTES COUNTY RECORDED MARCH 26, 2020 IN VOLUME 2020, PAGE 13687, AND VOLUME
2020, PAGE 13688, DESCHUTES COUNTY OFFICIAL RECORDS.
THE BASIS OF BEARINGS IS SOUTH 89043'18" EAST (CENTRAL OREGON COORDINATE SYSTEM) BETWEEN FOUND
MONUMENTS AT THE SOUTHWEST CORNER AND SOUTH ONE -QUARTER CORNER OF SECTION 25. BASIS OF BEARINGS
WAS DETERMINED BY RTK (REAL TIME KINEMATIC) OBSERVATIONS FROM ORGN (OREGON REAL TIME GNSS NETWORK).
niCCc Onnn
NEFF ROAD WAS ESTABLISHED PER CROOK COUNTY COMMISSIONER'S JOURNAL 4, PAGE 309 (4CJ309) WITH A
RIGHT-OF-WAY WIDTH OF 60 FEET AND DESCRIBES THE CENTERLINE RUNNING COINCIDENT WITH THE LINE COMMON TO
SECTIONS 25 AND 36, TOWNSHIP 17 SOUTH, RANGE 12 EAST WILLAMETTE MERIDIAN. THE CENTERLINE OF NEFF ROAD
WAS ESTABLISHED BETWEEN THE FOUND SOUTHWEST CORNER AND THE SOUTH ONE -QUARTER (S 1/4) OF SECTION 25.
THE NORTHERLY RIGHT OF WAY OF NEFF ROAD WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 40 FEET
NORTHERLY OF SAID CENTERLINE.
HAMBY ROAD
HAMBY ROAD WAS ESTABLISHED PER DESCHUTES COUNTY COMMISSIONER'S JOURNAL 3, PAGE 270 (3CJ270) WITH A
RIGHT-OF-WAY WIDTH OF 60 FEET. FIELD NOTES BY GOULD (17130440, UNDATED) SHOW SE CORNER SECTION 25 AS "NO
CORNER FOUND AT CL OF NEFF ROAD". THE FIELD NOTES MAKE CALLS TO SECTION LINES AS DELINEATED ALONG
FENCE LINES. "THE HAMBY ROAD" SURVEY (RD02085) DATED SEPTEMBER 14, 1942 APPEARS TO BE A TRACING OF THE
1936 FIELD SURVEY BY GOULD AND MATCHES COURSES CALLED FOR IN GOULD'S NOTES. PI POSITIONS FROM SAID
NOTES WERE CALCULATED HOLDING THE FOUND SE CORNER OF SECTION 25 AND A FIELD SEARCH WAS PERFORMED.
OTHER THAN THE ROAD ITSELF NO PHYSICAL EVIDENCE OF THE ORIGINAL SURVEY WAS FOUND.
THE PLAT OF QUAIL RIDGE (R3) DEDICATED A 60' FOOT WIDE RIGHT-OF-WAY ALONG HAMBY ROAD. THE DECLARANT'S
OWNED THE LANDS AS DESCRIBED IN THE SURVEYOR'S CERTIFICATE LYING WITHIN THE SOUTHEAST ONE -QUARTER (SE
1/4) SECTION 26, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN. HOWEVER, PORTIONS OF THE HAMBY
ROAD RIGHT OF WAY FALL WITHIN SECTION 25. ADDITIONALLY, BARGAIN AND SALE DEEDS 2004-44524 AND 2004-44526
MAKE NO REFERENCE TO THE RIGHT-OF-WAY OF HAMBY ROAD AND DESCRIBE OWNERSHIP TO THE WEST LINE OF
SECTION 25.
THE CENTERLINE OF HAMBY ROAD, BETWEEN POINT W AND POINT'B', WAS ESTABLISHED BY BEST FITTING FOUND
MONUMENTS TO RECORD COURSES PER THE PLAT OF QUAIL RIDGE (R3). A NON -TANGENT LINE WAS CREATED BY
HOLDING POINT W AND THE SOUTHWEST CORNER OF SAID SECTION 25. ADDITIONALLY, AN AS -BUILT OF THE EXISTING
ROAD WAS PERFORMED AND FIT WELL WITH THIS RESOLUTION. THE EASTERLY RIGHT OF WAY OF HAMBY ROAD WAS
ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 40 FEET EASTERLY OF SAID CENTERLINE.
THE NORTH AND SOUTH LINES OF BARGAIN AND SALE DEED 2004-44526 WAS ESTABLISHED BY HOLDING FOUND
MONUMENTS PER (R4). RIGHT OF WAY MONUMENTS WERE SET AT THE INTERSECTION OF SAID NORTH AND SOUTH
LINES.
w
N
H
Lo j �-
N U) w
Z - Z U
�F_
�gOLLF-)
V L)Ooc)
WZlnfnN�
v ~ O Jotf
Q = W N V
ci 0>co0
N ry
>w r W � mt W
co _ (n r
Lo
N--- ---
m
N
1825.40'
TAXLOT
171226D000100
REFERENCES
(R1) DESCHUTES COUNTY SURVEY NO.02801, BY JEAN HAWTHORNE, PLS 454
FILED SEPTEMBER 11, 1967, DESCHUTES COUNTY SURVEYOR'S OFFICE.
(R2) DESCHUTES COUNTY SURVEY NO. 02765, BY MICHAEL W. TYE, PLS 1046,
FILED APRIL 1, 1977, DESCHUTES COUNTY SURVEYOR'S OFFICE.
(R3) PLAT OF "QUAIL RIDGE" CORRECTED PLAT, BY GEORGE W. COLVIN, PLS 1020,
RECORDED JANUARY 31, 1978 IN PLAT CABINET B, PAGE 325, DESCHUTES COUNTY
PLAT RECORDS, FILED AS CS 08981
(R4) DESCHUTES COUNTY SURVEY NO. 14618, BY RICHARD L. BRYANT, PLS 920, FILED
SEPTEMBER 13, 2001, DESCHUTES COUNTY SURVEYOR'S OFFICE.
LEGEND
0
( )*
CALC
P.O.E.
O.P.C.
FOUND 5/8" IRON ROD PER (R3), UNLESS OTHERWISE NOTED
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP,
MARKED "BRYANT LS 920", PER (R4), UNLESS OTHERWISE NOTED
SET 5/8"00" REBAR WITH YELLOW PLASTIC CAP MARKED "DOWL"
CALCULATED POINT, NOTHING SET
RECORD DATA SAME AS MEASURED PER REFERENCE NOTED
CALCULATED PER REFERENCE NOTED
POINT OF ENTRY
ORANGE PLASTIC CAP MARKED "DOWL REFERENCE MON"
BIG SKY PARK
TAXLOT
171225C000400
BARGAIN AND SALE DEED
2004-44524
FOUND 5/8" IRON ROD BURIED
(NO°12'21"E 2642.85')R1 6" LAYING HORIZONTAL WITH
(NO°09'05"E 2642.65')R2 GROUND, NOT HELD o
(NOO°09'05"E 2642.72')R4 or)
_S0009'48"W 2642.81' - - - - - - - -�
�"E 362 41'
BENT, TIED P.O.E., Sg°540
HELD
* 426.7X
POINT'B' -\ HAMBY ROAD
C3 N0037'12"W 557.78' C2
C4 (R3)" / � j
-HELD T
0
O
0
M
100 0 100
SCALE IN FEET
EASTERLY LINE OF BARGAIN
AND SALE DEED 200444524
SET 5/8" IR WITH O.P.C., t10'
WESTERLY OF CANAL ON
RIGHT-OF-WAY LINE
Curve Table
CURVE #
RADIUS
ARC LENGTH
DELTA
CHORD
C1
CALC(R3)*
CALC R3 *
CALC(R3)*
N5°26'01"W 62.31'
C2
400.00' *
CALC(R3)
64.79'
CALC(R3)
CA 16'49" *
N5015'37"W 64.72'
C3
400.00'
71.14'
1001123"
N4028'29"E 71.04'
C4 (R3)*
430.00'
76.47'
1001123"
S4028'29"W 76.37'
C5
440.00'
38.48'
5000'40"
N7023'41 "W 38.47'
C6
440.00'
30.12'
3055'21"
N2055'41"W 30.12'
C7
440.00'
68.61'
8056'01"
N5026'01"W 68.54'
C8 (R3)*
370.00'
59.93'
9016'49"
S5015'37"E 59.86'
TAXLOT
171225C000300
BARGAIN AND SALE DEED
2004-44526
(S2�°
S?p .�01N
1ps 885"w���)R4
BENT, TIED P.O.E.
z
O
U_
w
co
LL
OM
� O
W N
W
0 N
0
0
C5
cT \
N9° 54'0j',W
120.67 ,
Q
�
H
o N °O
U
W Ui
p 2
N
Q
N
(n
Lo U)
zm
00�
U
om
0
co
o6w
O M�
MU)V)
W�
U)
I C6
I
169.87'
BENT, TIED P.O.E.
_-- _ --- 760.18'-
C1 '-- POINT W
�- W
FOUND CONCRETE 0
NAIL IN ROCK, HELD go
Q
J_O
Q �
Cl
BIG SKY PARK
TAXLOT
171225C000400
BARGAIN AND SALE DEED
2004-44524
40.00'
10.00,
z
O
U
0
W
coo
U_ co
Oco
Q r
WC)
W N
� N
U-) CD
N co
(if coptoof`t
di cf, Z�SYEd0)
ONQWM�
0 n2>OU
of Z V W N O
►,.iOcn�-u)j
1 QWM
Z)v,Z)ZLn
I g0ZH�N
w2Ov
zzZ)
O 0 Q � N
Or=ti
�ocn�
Zow
0= U
O LL
o
I
(
�
c
O
I U) coy)
O
U
I ZIciLo
< coLLJ N
00 w m
OO NN
U) ih >
LL
Q°ate»
O
cn
I m00o
w�
Z_r
co
o=�
z
U')
U_
� I
LU
Z=a
o
LL ~ :5
O a
W ~
Z Z W
N
ofo:-�:z
I
wE)=O
F-Z~�
wOOw
I
U U cn to
Ip
OI
Cf
`_
LL
Iz
co
L
CV
I ( Z
O w
Um Lo
40.00'
I
U)Wrn
10.00'
z O U
Z
= O
0U)w
I Boa
I
o
D0
N0056'55"W 590.57'
I
O Q 2E
DEED OF DEDICATION 420.70'
(co)
2020-13687
N
NO°56'55"W 629.71'
N co M
�V
w
� $ 20350