HomeMy WebLinkAboutSurvey 21287DESCHUI
CONTROL TABLE
POINT NO.
DESCRIPTION
NORTHING
EASTING
1008
SET 5/8" IR W/ RPC STAMPED "PARAMETRIX CONTROL"
403135.14
3308247.04
1009
SET 5/8" IR W/ RPC STAMPED "PARAMETRIX CONTROL"
403095.71
3308743.67
1011
SET 5/8" IR W/ RPC STAMPED "PARAMETRIX CONTROL"
402822.26
3309216.83
1012
SET MAG NAIL W/ 2" WASHER STAMPED "PARAMETRIX CONTROL"
402505.60
3309244.56
1015
SET 5/8" IR W/ RPC STAMPED PARAMETRIX CONTROL
401994.63
3309458.90
1016
SET MAG NAIL W/ 2" WASHER STAMPED "PARAMETRIX CONTROL"
402264.51
3309296.17
LAND SURVEYOR
OREGON
JULY 11, 2023
COREY PACHEC
101863
EXPIRES: 12-31-2024
RECORD OF SURVEY
CONTROL, RECOVERY AND RETRACEMENT
HAMEHOOK ROAD
LOCATED IN THE EAST 1/2 OF SECTION 14, AND THE SW 114 OF SECTION 13,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
SHEET INDEX
SHEET 1) CONTROL, SECTIONAL MONUMENTS, REFERENCES, LEGEND.
SHEET 2) HAMEHOOK MARKET ROAD STATION 5+00 TO 16+00,
LEGEND, CURVE TABLE, MONUMENT TABLE, CONTROL TABLE.
SHEET 3) HAMEHOOK MARKET ROAD STATION 16+00 TO 24+00,
LEGEND, CURVE TABLE, MONUMENT TABLE, CONTROL TABLE.
SHEET 4) HAMEHOOK MARKET ROAD STATION 24+00 TO 36+00,
LEGEND, CURVE TABLE, MONUMENT TABLE, CONTROL TABLE.
SHEET 5) HAMEHOOK MARKET ROAD STATION 36+00 TO 65+21.53
LEGEND, CURVE TALBE, MONUMENT TABBE, CONTROL TABLE.
SHEET 6) DETAIL 'A', DETAIL 'B', LEGEND, CURVE TABLE,
SURVEY NARRATIVE.
BASIS OF BEARING
BEARINGS FOR THIS SURVEY WERE BASED ON THE CENTRAL OREGON
COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME
GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. THE BEARING
OF THE EAST LINE OF THE SE 1 /4 OF SECTION 14, FROM THE E 1 /4
CORNER (1214) TO THE THE SE CORNER OF SAID SECTION (1215), BEARS
SOO'07'29 "E.
LEGEND
X SET PARAMETRIX CONTROL AS NOTED IN "CONTROL TABLE"
(R#)
INST. NO.
PP NO.
ROW
IR
YPC
RPC
DCSO
DCOR
CJ
FOUND MONUMENT AS NOTED IN "FOUND MONUMENTS TABLE", HELD
UNLESS OTHERWISE NOTED
FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
MONUMENT OR CONTROL NUMBER. SEE TABLE
INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
RIGHT-OF-WAY
IRON ROD
YELLOW PLASTIC CAP
RED PLASTIC CAP
DESCHUTES COUNTY SURVEYORS OFFICE
DESCHUTES COUNTY OFFICIAL RECORDS
COMMISSIONERS JOURNAL PER DCOR
HAMEHOOK ROAD ROW BOUNDARY
HAMEHOOK ROAD CENTER LINE
1/16 SECTION LINE
- - - - - - - UNSURVEYED ROW LINE
- - - - - - - - EXISTING EASEMENT, AS NOTED
SURVEY REFERENCES
1) RECORD INFORMATION PER HAMEHOOK MARKET ROAD TRACING, BY E. RISEN, RD02086, UNKNOWN DATE,
DCSO.
2) RECORD INFORMATION PER CS02387, BY EDWARD RISEN, UNKNOWN DATE, DCSO.
3) RECORD INFORMATION PER CS02372, BY H.C. FERRIS, UNKNOWN DATE, DCSO.
4) RECORD INFORMATION PER CS02369, BY GEORGE COOK, DATED AUGUST 24, 1964, DCSO.
5) RECORD INFORMATION PER PLAT OF -RONALD ACRES", BY R. HANKINS, RECORDED SEPTEMBER 8, 1972,
PLAT CABINET A, PAGE 587, DCOR, FILED AS CS09663 DCSO.
6) RECORD INFORMATION PER MINOR PARTITION PLAT 78-184 (CS02395) , BY J. WICK, DATED AUGUST,
1978, DCSO.
7) RECORD INFORMATION PER CS02373, BY GARY W. HICKMAN, FILED JANUARY 15, 1985, DCSO.
8) RECORD INFORMATION PER CS02379, BY BRUCE WM. A. ROGERS, FILED DECEMBER 23, 1971, DCSO.
9) RECORD INFORMATION PER MINOR PARTITION PLAT 1999-17 (CS13619), BY JERRY C. POWELL,
RECORDED APRIL 12, 1999, DCOR.
10) RECORD INFORMATION PER CS19978, BY ANDREW N. HUSTON, FILED AUGUST 6, 2019, DCSO.
11) RECORD INFORMATION PER CS20788, BY JOHN TAYLOR HAGLUND, FILED APRIL 6, 2022, DCSO.
12) RECORD INFORMATION PER PP NO. 2022-19, BY ERIK J. HUFFMAN, RECORDED MAY 20, 2022, AS INST.
NO. 2022-020746, DCOR.
DOCUMENT REFERENCES
A) RECORD INFORMATION PER RDO3692, FIELD BOOK FOR HAMEHOOK MARKET ROAD, DATED MARCH 1954,
BOOK 46 DCSO.
B) RECORD INFORMATION PER PIONEER LOOP DEDICATION, COMMISIONERS JOURNAL VOL. 15, PAGE 295,
DCOR.
JOB NO. 2509-010
JOB NAME: HAMEHOOK RD.
Co
o DRAWN: CAP
CHECKED: CD
0
z
SCALE: 1 = 300'
w
w
= DATE: MARCH 14, 2024
PREPARED FOR:
DESCHUTES COUNTY
Para etrimh
150 NW Pacific Park Lane, Suite 110 - Bend, OR 97701
Ph: 541.508.7710
N
CO
(:S 2 12 8 -7 -
I
0 60
1 INCH = 60 FT.
30'
0�eo
�( 00
STP�TRNO. 2
I� N00' 16'24"E 105.20' /
(N0(T11'26"W 103.53')(RI1)�
O Gti
OP
M
5+00
DESCHUTE BEGIN STATION
o N: 403116.13
E:3307798.46
3.66' (3.66')(R11)-��
90017
f 0 9 D
�,
wo T 422
ORY 20�
s1Al�.°'
I r-0-%r-w 91-%
30'
N00'06'16"W 52.30'
f , /"-(NOO'06'08'E 52.30')(R11)
-�-- SEE DETAIL 'A' SHEET 6
or & GOID
RECORD OF SURVEY
CONTROL, RECOVERY AND RETRACEMENT
HAMEHOOK ROAD
LOCATED IN THE EAST 1/2 OF SECTION 14, AND THE SW 1/4 OF SECTION 13,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
L01
CHARLES
CIRCLE
W
N
W
W
N
TO POINT 1300
^ / (50')(R5)(R11)
CDv / 210.94' (210.55')(R5) (210.64)(R11) 90007 50.00' 1303 308.44' (308.54')(R5) I 90004 90005 282.35' (282.46')(R5) 90003 (50)005) 1302 333.36' (333.47')(R5)
N N
Lo
"' `L' HAMEHOOK ROAD 1008 ;-; 90006
0
0
6+00 7+00 8+00 9+00 10+00 T11+00 12+00 13+00 14+00 15+00 M 16+00
26. ,- 1 '
(25.60')(R3) o S89'37'16"E 1154.65' (CL HAMEHOOK RD.) (S89'25'47"E 1331.86')(R5) o N89'48'11"E 1328.68' (1/16 LINE) (N89'48'11"E 1328.44')(R11) (S89'55'14"E 1331.86')(R5) (N89.58'05"E 1330.32)(R3)
26.34) R11 M o -
� 90001 �
M
` 380.39' (375.00')(R4) 1304 774.23' (S89'59'15"E 733.48')(R4)(R8)
90009
CALCULATED CN 1/16 SECTION 14;
PER R11
X SET PARAMETRIX CONTROL AS NOTED IN "CONTROL TABLE"
FOUND MONUMENT AS NOTED IN "FOUND MONUMENTS TABLE", HELD
UNLESS OTHERWISE NOTED
FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
y" FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
(Rj) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
® MONUMENT OR CONTROL, NUMBER. SEE TABLE
INST. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
ROW RIGHT-OF-WAY
IR IRON ROD
YPC YELLOW PLASTIC CAP
RPC RED PLASTIC CAP
DCSO DESCHUTES COUNTY SURVEYORS OFFICE
DCOR DESCHUTES COUNTY OFFICIAL RECORDS
CJ COMMISSIONERS JOURNAL PER DCOR
HAMEHOOK ROAD ROW BOUNDARY
-- -- HAMEHOOK ROAD CENTER LINE
1/16 SECTION LINE
- - - - - - - - - - UNSURVEYED ROW LINE
- - - - - - - - - - - - EXISTING EASEMENT, AS NOTED
AD
�,,�tV
*00""01208
Stp�5N,1. No. 2020
0
SPA 0340
I '
G30 i
I
�p I
�4
R� 6 pG• I
cn
sTA�•
SCOTT CIRCLE I ¢ Q
-9 30' WELL ACCESS EASEMENT; I
` PER "RONALD ACRES"-•
_WI
> � i
� W
Z�
O I
Z
S89'37' 16"E 1154.60'
(S89'59'151)(N)
(S89'37'16'E 1235.09')(R11)
(S89'25'47"E 1235.02')(R5)
S89'37' 16"E 1235.09'
FOUND MONUMENTS TABLE
POINT NO.
DESCRIPTION
STATION
OFFSET
NORTHING
EASTING
1302
FOUND 5/8" IR W/O CAP UP 1.3', BEND IN ROD 0.5' ABOVE GROUND, ONLY ABOUT 0.5' OF ROD IN GROUND, PER R5, NOT HELD
14+95.33
-29.87
403139.54
3308793.97
1303
FOUND 1/2" IR W/O CAP IN ROCK OUTCROPPING, PER R5
8+54.07
-30.00
403143.74
3308152.73
1304
FOUND 5/8" IR W/O CAP UP 0.30', PER R4
8+80.51
28.85
403084.77
3308178.78
90003
FOUND 5/8" IR W/O CAP LYING ON GROUND, PER R5, NOT HELD.
14+47.11
-29.82
403139.69
3308745.75
90004
FOUND 1/2" IR W/O CAP FLUSH, PER R5
11+62.55
-30.03
403141.78
3308461.20
90005
FOUND 3/4" IP DOWN 0.3', PER R3
11+65.05
-29.79
403141.53
3308463.69
90006
FOUND 1 /2" IR W/ RPC "HHPR CONTROL" FLUSH, PER R11
10+99.01
-22.65
403134.83
3308397.61
90007
FOUND 1/2" IR W/O CAP FLUSH, PER R5
8+04.28
-29.91
403144.03
3308102.94
90009
FOUND 5/8" IR W/O CAP FLUSH, PER R4
5+05.71
30.63
403085.51
3307803.97
90010
FOUND 1/2" IR W/ RPC "HHPR CONTROL" FLUSH, PER R11
5+30.73
-65.19
403181.03
3307829.62
90019
FOUND 32" JUNIPER W/ BLAZE ON NWLY FACE AND VISIBLE NAIL IN BLAZE, PER RA, NOT HELD
5+63.12
-55.15
403170.87
3307861.95
90017
FOUND OLD POWER POLE, 5' ABOVE GROUND, W/ NAIL AND 2" WASHER ON WEST FACE STAMPED "RM 2", PER RA, NOT HELD
-
-
403078.95
33007792.33
CONTROL TABLE
POINT NO.
DESCRIPTION
STATION
OFFSET
NORTHING
EASTING
1008
SET 5/8" IR W/ RPC STAMPED "PARAMETRIX CONTROL"
9+48.44
-21.97
403135.14
3308247.04
1009
SET 5/8" IR W/ RPC STAMPED "PARAMETRIX CONTROL"
14+45.33
14.17
403095.71
3308743.68
tol 2
o�
i
SO 56622
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C1
117.18'
75.00'
8T31'08"
105.62'
S44'51'42"E
(R5)
(117.33')
(75.00')
(89'38'00")
(105.73)
(S44'36'47"E)
(R11)
(117.18')
(75.00')
(89'31'08")
(105.62)
(S44'51'42"E)
C2
293.00'
186.83'
89'51'24"
263.89'
S44'49'26"W
(R11)
(293.00')
(186.83')
(89'51'24")
(263.89')
(S44'49'34"W)
C3
84.13'
186.83'
2547'58"
83.42'
S12'47'43"W
(R11)
(85.99')
(186.83')
(26-22'10")
(85.23')
(Sl3'04'57-W)
C4
208.88'
186.83'
64'03'26"
198.17'
S5743'25"W
(R11)
1 (207.02') 1
(186.83')
(63*29'14")
(196.59')
(S58'00'39"W)
REGISTERED
PROFESSIONAL
LAND SURVEYOR
(�OIQEGON
DULY 11, 2023
COREY PACHEC
101863
EXPIRES: 12-31-2024
N
00
N
0 60
1 INCH = 60 FT.
FALLS 1.20' EAST OF ROW LINE,
NOT HELD
GRP)
C
C14 UNDEDICATED/NOT LEGALIZED LAND
SEE DETAIL 'B' AND NARRATIVE
N LOT SHEET 6
N PI 1 - 17+54.13
N: 403107.84
E: 3309052.57 90021
SEE NARRATIVE
b
0
o16+00
o •`
0
if
o-
M
CS �\
i"
PC - 16+54.65
60.00' --
30.00'
30.00'
0
�nLN
ci CO
cN0 t0 W
m M
02 N
Q
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Q O
O
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o
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v
1201
C6 %'9100
000,
AFC A 0,
C'
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D� �cT sq�°ti
D 56622 �cs02F, *
0 �P3
lost.
00202 21
00 02
r
I
RECORD OF SURVEY LEGEND
CONTROL, RECOVERY AND RETRACEMENT x SET PARAMETRIX CONTROL AS NOTED IN "CONTROL TABLE"
HAMEHOOK ROAD !9 FOUND MONUMENT AS NOTED IN "FOUND MONUMENTS TABLE", HELD
1203 LOCATED IN THE EAST 1/2 OF SECTION 14, AND THE SW 1/4 OF SECTION 13,
\ UNLESS OTHERWISE NOTED
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
1
Pig" /
o /
qd
^ MOO O
pj
co
c0
co 9-
w�cq
0 0 0 o P�
b
CD
00 (N89'55�46"E 1332.05')(R9) /
AR �'
60.00'
1200 (60.00')(R9)(R10)
S� V615
(N89'55'14"E 1332.10')(R6)
N89'44'49"E 1332.06'
165.01' (165.00')(R9)(R10) / / 1202 1107.05' (1107.05')(R9)(R10)
/ O D 80) U
/ / G
PT - 18+33.04
fir;/
O
T'-� 'p J � s l CT 2
J' o O a . T2Fys� (RP
Ep
Ile
SOUTH SIDE OF ABUTMENT
co / 19+89.93
CENTERLINE CANAL
20+22.38
F
1011
&0-
PI 2 - 22+29.85
QUA 61 P�. N: 402663.51
\10L' E: 3309273.65
SEE NARRATIVE
01
v
i
Y POR11ON OF CANAL EASEMENT; ,
/GQ- PER VOL 165 PG. 298
IA,�
NORTH SIDE ABUTMENT `so
20+40.09 60> -
PC - 20+82.84
(S26'19'14"E 146.82')
(S27 02'40"E 147.9')(1
(S26'18"E 147')(R1)
S26'27' 11 "E 147A
/
o /
cNv �i/1\"._N42'03'O0"E 48.30' / /
(48.3')(RA)
S61'21'38"E 47.42'
�-,----_-(47.42')(RA)
� v � 90042
o S05'01'25"W 147.01'
co (SO5'11 "W 147')(R1)
(SO4 26 20"W 147.9)(R2)
(SO5'09'46"W 146.82')(R6)
T PT - 23+69.43
I / 3 'V \130.00,
1012 �¢� 60.00'
v
N
SEE SHEET 4
1205
DESCHUTES COUNTY SURVEYOR
►��/ FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
(RI) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
® MONUMENT OR CONTROL NUMBER. SEE TABLE
INST. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
ROW RIGHT-OF-WAY
IR IRON ROD
YPC YELLOW PLASTIC CAP
RPC RED PLASTIC CAP
DCSO DESCHUTES COUNTY SURVEYORS OFFICE
DCOR DESCHUTES COUNTY OFFICIAL RECORDS
CJ COMMISSIONERS JOURNAL PER DCOR
HAMEHOOK ROAD ROW BOUNDARY
-- -- HAMEHOOK ROAD CENTER LINE
1/16 SECTION LINE
- - - - - - - - - - UNSURVEYED ROW LINE
- - - - - - - - - - - - EXISTING EASEMENT, AS NOTED
CONTROL TABLE
POINT NO.
DESCRIPTION
STATION
OFFSET
NORTHING
EASTING
1011
SET 5/8" IR W/ RPC STAMPED "PARAMETRIX CONTROL"
20+62.41
-19.85
402822.26
3309216.83
1012
SET MAG NAIL W/ 2" WASHER STAMPED "PARAMETRIX CONTROL"
23+82.27
15.15
402505.60
3309244.56
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C5
178.39'
161.80'
63' 10'05"
169.49'
S58'02' 1 YE
(R1)(R2)
(178.43')
(161.80')
(63.11')
-
-
C6
145.31'
131.80'
63'10'05"
138.06'
S58'02'1YE
(R4)
-
(225.0')
-
237.70'
(S53'33'W)
(R8)
-
(225.2')
-
(237.70')
(S53'33'W)
C7
286.59'
521.67'
31'28'35"
283.00'
S10'42'53"E
(R1)(R2)
(286.65')
(521.67')
(31'29')
-
-
(R6)
(286.21')
(520.87')
(31'28'59")
(282.62')
-
C8
303.07'
551.67'
31'28'35"
299.27'
S1942'53"E
C9
270.11'
491.67'
31'28'35"
266.72'
S10'4253"E
NOTE: RECORD ARC LENGTH FOR C5 AND C7 PER R1 AND R2 CALCULATED FROM RECORD
DATA. NOT LISTED DATA WAS MOST LIKELY BASED ON 100 FOOT CHORDS (RAILROAD
CURVE).
RECORD RADIUS VALUES FOR C5 AND C7 PER R1 AND R2 WERE CALCULATED FROM
RECORD DEGREE OF CURVATURE USING CHORD DEFINITION.
FOUND MONUMENTS TABLE
POINT NO.
DESCRIPTION
STATION
OFFSET
NORTHING
EASTING
1200
FOUND 5/8" IR W/O CAP, PER R7
17+94.34
-67.16
403094.36
3309127.01
1201
FOUND 5/8" IR W/ YPC STAMPED "DEA", PER R9
18+16.91
-115.86
403094.52
3309187.06
1202
FOUND 5/8" IR W/ YPC STAMPED "DEA", PER R9
-
-
401775.21
3310461.51
90021
FOUND DOUBLE JUNIPER W/ 22" AND 16" TRUNKS (39" TRUNK UNDER SPLIT) W/ TAC IN BLAZE ON SOUTH FACE, PER RA, NOT HELD
17+29.67
-80.21
403162.44
3309061.68
90040
FOUND 24" JUNIPER STUMP W/ BLAZE ON WEST FACE, PER RA
21+99.89
-59.51
402699.37
3309306.00
90042
FOUND 12" JUNIPER W/ BLAZE ON WEST FACE, PER RA
22+53.22
-57.77
402640.78
3309315.27
1306
FOUND 2" ALUMINUM CAP STAMPED "DESCHUTES COUNTY ENGINEERING DEPT. PI LS 2390". PER DESCHUTES COUNTY ROAD FIELD BOOK 234, PG3.
17+43.83
-28.27
403107.91
3309052.60
1300
FOUND 5/8" IR W/O CAP FLUSH, PER R5
17+73.81
-97.09
403137.35
3309127.17
1301
FOUND REBAR 5/8" IR W/O CAP, PER R5, NOT HELD.
-
-
403757.78
3309127.44
1203
FOUND 5/8" IR W/ YPC STAMPED "DEA", PER R9
-
-
403757.72
3309186.20
1205
FOUND 5/8" IR W/ YPC STAMPED "DEA", PER R9
-
-
403100.25
3310459.06
REGISTERED
PROFESSIONAL
LAND SURVEYOF_
FCEGON
'eJLY 11, 2023
COREY PACHECO
101863
EXPIRES: 12-31-2024
SEE SHEET 3
�i
O
00
L
CD
06
30
OCV
O
o�e1-f-0�
-
cn�
NN12
c
(SO5'09'46"W 108.15')(R6) 30.00'1
(SO4'26'20"W 108.7')(R2)
(S05'11'W 108.7)(R1)
S05801'25"W 108.19'
S5722'00"E 35.48'
(35.48')(RA)--\
90037 �\
\�i3
S84'57'15"E 40.81' \
(40.81 )(RA)
S36'09'41 nE 108.19'
(S36'11'E 108.7')(R1)
(S36'56'40"E 108.7')(R2)
,130.00' 1
0
Lo
N
o `�
v
,�� 3 51
�Pn' 0
�5t• d, 2� 41
00
Wke412 0
�R� 12
a202,
PT - 23+70.51
0 60
1 INCH = 60 FT.
PC - 24+67.51
PI 3 - 25+76.70
N: 402311.60
E: 3309242.72
SEE NARRATIVE
t PT - 26+74.48
i
�( 1100
<11
`Pc� 'A� p�q, to
00
s
J
t
c0
X�o -
N
vo 2
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C10
(R1)(R2)
(R6)
206.97'
207.89'
-
287.94'
(287.94')
(286.48)
41'11'05"
(41'22')
-
202.55'
-
-
S15'34'08"E
-
-
C11
185.41'
257.94'
41'11'05"
181.44'
S15'34'08"E
C12
228.54'
317.94'
41'11'05"
223.65'
S1534'08"E
C13
(R1)(R2)
201.09'
(200.35')
287.94'
(287.94')
40'00'48"
(39'52')
197.02'
-
S56'10'05"E
-
C14
180.13'
257.94'
40'00'48"
176.50'
S56'10'05"E
C15
222.04'
317.94'
40'00'48"
217.55'
S56'10'05"E
NOTE: RECORD ARC LENGTH FOR C10 AND C13 PER R1 AND R2 CALCULATED FROM
RECORD DATA. NOT LISTED DATA WAS MOST LIKELY BASED ON 100 FOOT CHORDS
(RAILROAD CURVE).
RECORD RADIUS VALUES FOR C10 AND C13 PER R1 AND R2 WERE CALCULATED FROM
RECORD DEGREE OF CURVATURE USING CHORD DEFINITION.
RECORD OF SURVEY
CONTROL, RECOVERY AND RETRACEMENT
HAMEHOOK ROAD
LOCATED IN THE EAST 1/2 OF SECTION 14, AND THE SW 1/4 OF SECTION 13,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
FOUND MONUMENTS TABLE
POINT NO.
DESCRIPTION
STATION
OFFSET
NORTHING
EASTING
1305
FOUND 5/8" IR W/O CAP UP 1.00' UNKNOWN ORIGIN, NOT HELD
34+36.11
-21.47
401867.34
3309929.75
90016
FOUND 3" AL CAP IN CONC FOOTING STAMPED "DESCHUTES CO SURVEY CONTROL BA 020 1979", NOT HELD
29+27.12
54.41
401985.98
3309414.02
90031
FOUND 28" JUNIPER W/ BLAZES ON SE AND NE FACES, PER RA
30+00.58
35.82
401941.40
3309488.40
90033
FOUND 26" JUNIPER W/ BLAZE ON SE AND SW FACES, PER RA
29+64.32
41.65
401963.07
3309452.98
90035
FOUND 34" JUNIPER W/ BLAZE ON NORTH FACE AND NAIL IN BLAZE, PER RA, NOT HELD
30+06.29
65.41
401913.37
3309476.76
90037
FOUND 22" JUNIPER W/ BLAZE ON EAST FACE, PER RA
25+46.18
42.13
402333.26
3309214.62
90039
FOUND 24" JUNIPER W/ BLAZE IN EAST FACE, VISIBLE NAIL IN BLAZE, PER RA
25+59.04
58.15
402315.18
3309202.06
CONTROL TABLE
POINT NO.
DESCRIPTION
STATION
OFFSET
NORTHING
EASTING
1012
SET MAG NAIL W/ 2" WASHER STAMPED "PARAMETRIX CONTROL"
23+82.27
15.15
402505.60
3309244.56
1015
SET 5/8" IR W/ RPC STAMPED PARAMETRIX CONTROL
29+47.97
15.06
401994.63
3309458.90
1016
SET MAG NAIL W/ 2" WASHER STAMPED "PARAMETRIX CONTROL"
26+33.94
-12.65
1 402264.51
1 3309296.16
PC - 29+10.45
�,,,�tr Wbo �
51A IN�'�"t NO-
0
30 R� 242
x0
0 SAP I�ST. 00.
90031 �
31+00
/ 90035 / C7S -5761U'29nE 65
/ \ 0 � 32+00 2.46
6% _ _ PT - 31+11.53 WHO 150
(S76.03,£ s5S7610�29» K
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2)(R1) (S76474p48' �34+ 1305
1 1015:- FD �� Cyst ` \ S76•10
'29" E 65262)(R2 00
i\ 90016 \ E�r / 35+00
3ci
\ 68aoo4v`\ � �� \ oo PI 4 - 30+15.29 � ,.51 tea' b
0
N: 401949.10 I 3 o \ ��3 E:3309507.65 \ ,
90033 N75 Ns' SEE NARRATIVE
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( (55 6' 56 42' `�?� t y�� (� �oC
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S6911'48"W 20.73' S76'1, '9 D
\ REGISTERED
\ (20.73')(RA) ,' ��� (S76'o�E 9 104.84 31+0o I
I 7>40b£104.4,3)(R,) PROFESSIONAL JOB I
144.43)(R2) y LAND SURVEYOR JOB I
\ R\ SEE NARRATIVE /
\ 90035 i � �
r o D RAW
/ OREGON
\ JULY 11, 2023 CHECI
\ DETAIL / COREY PACHECO O
SCALE: 1° = 30' / - 101863 z SCALE
/ \ , EXPIRES: 12-31-2024 w
1015
90016 �
STPI�ST• � / � � � _ ` �
i Fr-FNn
11110041111
(Rj)
INST. NO.
PP NO.
ROW
IR
YPC
RPC
DCSO
DCOR
CJ
SET PARAMETRIX CONTROL AS NOTED IN "CONTROL TABLE"
FOUND MONUMENT AS NOTED IN "FOUND MONUMENTS TABLE", HELD
UNLESS OTHERWISE NOTED
FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
MONUMENT OR CONTROL NUMBER. SEE TABLE
INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
RIGHT-OF-WAY
IRON ROD
YELLOW PLASTIC CAP
RED PLASTIC CAP
DESCHUTES COUNTY SURVEYORS OFFICE
DESCHUTES COUNTY OFFICIAL RECORDS
COMMISSIONERS JOURNAL PER DCOR
HAMEHOOK ROAD ROW BOUNDARY
HAMEHOOK ROAD CENTER LINE
1/16 SECTION LINE
- - - - - - - UNSURVEYED ROW LINE
- - - - - - - - EXISTING EASEMENT, AS NOTED
N
281
I
0 60
1 INCH = 60 FT.
DESCHUM COUWY SURMOW'�'
FILED
LEGEND
X SET PARAMETRIX CONTROL AS NOTED IN "CONTROL TABLE"
(R#)
INST. NO.
PP NO.
ROW
IR
YPc
RPC
DCSO
DCOR
CJ
FOUND MONUMENT AS NOTED IN "FOUND MONUMENTS TABLE", HELD
UNLESS OTHERWISE NOTED
FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
MONUMENT OR CONTROL NUMBER. SEE TABLE
INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
RIGHT-OF-WAY
IRON ROD
YELLOW PLASTIC CAP
RED PLASTIC CAP
DESCHUTES COUNTY SURVEYORS OFFICE
DESCHUTES COUNTY OFFICIAL RECORDS
COMMISSIONERS JOURNAL PER DCOR
HAMEHOOK ROAD ROW BOUNDARY
HAMEHOOK ROAD CENTER LINE
1/16 SECTION LINE
- - - - - - - UNSURVEYED ROW LINE
- - - - - - - - EXISTING EASEMENT, AS NOTED
PC - 37+63.99�1- �
FOUND MONUMENTS TABLE
POINT NO.
DESCRIPTION
STATION
OFFSET
NORTHING
EASTING
1214
FOUND 1-1/2" AL CAP STAMPED "14113 LS 1081" DOWN 0.8', PER OCRR 152, DCSO
39+20.98
-117.93
401775.21
3310461.51
1215
FOUND 2-1/2" ALUMINUM CAP STAMPED "T17S R12E S14 S13 S23 S24 1987 LS 1020", PER OCRR161, DCSO
65+21.53
0.00
399113.81
3310467.30
90023
FOUND 3" AL CAP STAMPED "DESCHUTES CO SURVEY CONTROL BA 030 1979" W/ OLD COUNTY PADDLE 2.5' EAST
39+63.94
-88.76
401712.01
3310477.45
90024
FOUND 3/4" IP DOWN 1.3' LYING HORIZONTAL AND LEANING NE'LY, TIED BOTTOM OF PIPE, PER RA, NOT HELD.
39+53.88
-90.51
401723.55
3310470.83
90025
FOUND 5/8" IR W/ OPC STAMPED "BECON" FLUSH, PER R12
39+51.21
-120.05
401744.85
3310491.62
90027
FOUND 24" JUNIPER W/ HEALED FACE ON NORTH SIDE. FOUND MEMORIAL OF STONES CIRCLING BASE OF TREE, PER RA NOT HELD
40+10.55
-60.60
401647.37
3310484.44
90029
FOUND TRIPLE JUNIPER (12", 14", AND 20" TRUNKS) W/ POSSIBLE BLAZE ON WEST FACE, PER RA, NOT HELD
39+73.17
-125.56
401723.04
3310514.77
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C16
(R1)(R2)
382.19'
(382.19')
287.94'
(287.94)
76'03'00"
(76'03')
354.74'
-
S38'08'59"E
-
C17
422.01'
317.94'
76'03'00"
391.70'
S38'08'59"E
C18
342.37'
257.94'
76'03'00"
317.78'
S38'08'59"E
NOTE: RECORD ARC LENGTH FOR C16 PER R1 AND R2 CALCULATED FROM RECORD DATA.
NOT LISTED DATA WAS MOST LIKELY BASED ON 100 FOOT CHORDS (RAILROAD CURVE).
RECORD RADIUS VALUES FOR C16 PER R1 AND R2 WERE CALCULATED FROM RECORD
DEGREE OF CURVATURE USING CHORD DEFINITION.
3.ly2o2
VOREGON
JULY 11, 2023
COREY PACHECO
101863
EXPIRES: 12-31-2024
(S76'47' b
(S76'03� £ 225.16%R
l7k*4 - 225 �a��._ _?)
PT - 41 +46.17
D
S 06
30002
Bp SST 00
RECORD OF SURVEY
CONTROL, RECOVERY AND RETRACEMENT
HAMEHOOK ROAD
LOCATED IN THE EAST 1/2 OF SECTION 14, AND THE SW 1/4 OF SECTION 13,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
DETAIL
\
f SCALE: 1" = 30'
14 13
9Q025 1214 i
/ I \
I
c
to
4 `
1 0l
/ I \
Z
� I
\
\ 1 • � 90025
\ PI 5 - 39+89.15 0 1qi� I
N: 401714.33
E. 3310461.64
SEE NARRATIVE
90024 �'
I S76'10'29bE
°EE° 464 ' ------ -
QU� 2022,
N
ItJST' NO.
04 to
W N
M / `\\ S81'40'28"E 15.97'
N
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O O \
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SURVEY NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE CENTERLINE AND RIGHT-OF-WAY BOUNDARY OF HAMEHOOK ROAD, FOR FUTURE ROAD IMPROVEMENTS AND REAUGNMENT.
BEARINGS FOR THIS SURVEY WERE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13
TRANSFORMATION. THE BEARING OF THE EAST UNE OF THE SE 1/4 OF SECTION 14, FROM THE E 1/4 CORNER (1214) TO THE THE SE CORNER OF SAID SECTION (1215), BEARS
S00'07'29"E.
HAMEHOOK ROAD WAS LEGALIZED BY THE DESCHUTES COUNTY COMMISSIONERS ON JULY 1, 1964, PER DESCHUTES COUNTY COMSSIONERS JOURNAL 9, PAGE 150, WITH A
RIGHT-OF-WAY WIDTH OF 60 FEET, PER NOTICE OF LEGALIZATION RECORDED MAY 6, 1964, AS COMMISSIONERS JOURNAL 9, PAGE 107. THIS RIGHT-OF-WAY HAD NOT BEEN
SURVEYED IN ITS ENTIRETY SINCE THE 1950'S. THE RECORD OF SAID LEGALIZATION (HAMEHOOK MARKET ROAD TRACING R1) AND CS02387 (R2) WERE MOST LIKELY THE RESULT OF
A CHORD DEFINED CURVES RATHER THAN ARC DEFINED. THE RESOLVED CENTERLINE SHOWN HEREON OF HAMEHOOK ROAD WAS ESTABLISHED BY USING A COMBINATION OF HOLDING
THE RECORD CURVE AND TANGENT DATA (CHORD DEFINED) PER HAMEHOOK MARKET ROAD TRACING RDO 02086 (131), CS02387 (R2), THE PLAT OF -RONALD ACRES" (R5), CS20788
(11), THE ORIGINAL REFERENCE MONUMENTS LISTED IN FIELD NOTES FROM BOOK 46 (RA), AND AS -BUILT CENTERLINE DATA OF THE AS TRAVELED CONSTRUCTED ROAD.
CENTERLINE OF HAMEHOOK ROAD:
THE PLAT OF "RONALD ACRES" (R5) WAS A SUBDIVISION OF A PORTION OF THE NW1/4 OF THE NE1/4 OF SECTION 14, RECORDED IN 1972. THIS PLAT WAS ALMOST 10 YEARS
AFTER THE LEGALIZATION OF HAMEHOOK ROAD PER COMMISSIONERS JOURNAL VOL. 9 PG. 150, AND ALMOST 20 YEARS AFTER THE FIELD NOTES FOUND IN BOOK 46 (RA). THE
PLATTED CENTERUNE OF HAMEHOOK ROAD, PER SAID PLAT, WAS MOST LIKELY THE AS TRAVELED CENTERLINE OF THE EXISTING ROAD. THE DEDICATED NORTH RIGHT RIGHT-OF-WAY
LINE WAS TO BE PARALLEL WITH AND 30 FEET NORTHERLY FROM THE CENTERLINE. THE PLAT BOUNDARY WENT DOWN TO THE SECTION SUBDIVISION LINE FROM THE SOUTH WEST
CORNER TO THE SOUTH EAST CORNER OF THE NW 1/4 OF THE NE 1/4 OF SAID SECTION 14. CS20788 (R11), ALSO ACCEPTED THIS TO BE THE CENTERLINE, HOWEVER NOTED IN
THIS SURVEY WAS A LACK OF RECORD INFORMATION FOR THE CENTERLINE OF HAMEHOOK ROAD. THIS RESOLUTION SHOWN HEREON ACCEPTS THE FOUND MONUMENTS ON THE
NORTH RIGHT-OF-WAY LINE PER THE PLAT OF "RONALD ACRES" (R5), THE RECORD OFFSETS TO THE CENTER LINE FROM CS20788 (R11) FROM STATION 5+00 TO THE POINT OF
CURVATURE AT STATION 16+54.65, AND THE SOUTH RIGHT-OF-WAY LINE BEING 30 FEET SOUTHERLY AND PARALLEL WITH THE SAID CENTERLINE. ADDITIONALLY, FROM STATION
16+54.65 EAST ALONG THE SOUTH LINE OF THE NW1/4 OF THE NE1/4 TO THE EAST LINE OF THE NW1/4 OF THE NE1/4 OF SECTION 14, THERE IS RIGHT-OF-WAY DEDICATED
WITHIN THE PLAT OF "RONALD ACRES" FROM THE SAID SOUTH LINE TO THE CENTERLINE AND 30 FEET NORTHERLY AND PARALLEL WITH SAID CENTERLINE.
FROM THE CURVE AT THE EASTERLY END OF "RONALD ACRES", AT STATION 16+54.65, TO THE END STATION 65+21.76, AT THE SOUTHEAST CORNER OF SECTION 14, THE
CENTERLINE WAS RESOLVED USING THE THE RECORD ROAD DATA PER HAMEHOOK MARKET ROAD TRACING RDO 02086 (R1) AND FIELD NOTES FROM BOOK 46 (RA). BY HOLDING
THE TERMINATION OF THE CENTERLINE AT THE SOUTHEAST CORNER OF SECTION 14 AND ROTATING THE RECORD DATA ONTO THE EAST LINE OF THE SE1 /4 OF SAID SECTION MOST
OF THE ORIGINAL REFERENCE MONUMENTS WERE FOUND AT ALL PI'S FROM FIELD BOOK 46 (RA) AND DESCRIBED AS FOLLOWS:
Pi 1 (SHEET 3 AND SHEET 6): HELD FOUND MONUMENT (1306) FOR THE PI AT STATION 17+54.13 PER DESCHUTES COUNTY ROAD FIELD BOOK 234, PAGE 3. SAID MONUMENT
WAS HELD FOR THE PI AS IT AGREES WITH THE PLATTED RIGHT-OF-WAY OF "RONALD ACRES" (R5) AND THE ORIGINAL ROAD DATA (PER R1). THERE WAS A FOUND DOUBLE TRUNK
JUNIPER (90021) REFERENCE TREE (PER RA) NEAR THIS LOCATION THAT WAS NOT HELD DUE TO FALLING OUTSIDE OF ACCEPTED TOLERANCES. THIS RESOLUTION ACCEPTS THE
RECORD RADIUS (PER R1) AND CENTERLINE AS SHOWN PER THE PLAT OF-RONALD ACRES" (R5) FROM STATION 16+54.65 TO STATION 17+54.13, FORWARD TANGENT FROM PI 1
TO PI 2, AND THE FOUND MONUMENT (1306) FOR THIS CURVE.
PI 2 (SHEET 3): THE PI SHOWN AT STATION 22+29.85 HAD ALL FOUND EXISTING REFERENCE MONUMENTS (90040 AND 90042) SHOWN AND LOCATED HEREON BUT WAS UNABLE TO
LOCATE THE ORIGINAL PI MONUMENT. THESE REFERENCE MONUMENTS MEASURED WERE HELD AS A RESULT. THIS RESOLUTION ACCEPTS THE RECORD CENTERLINE ROAD DATA PER
RDO 02086 (R1) AND THE RECORD REFERENCE MONUMENTS (90040 AND 90042) PER FIELD NOTE OF BOOK 46 (RA), BACK TANGENT FROM PI 1 TO PI 2, AND FORWARD
TANGENT FROM PI 2 TO PI 3 FOR THIS CURVE.
P1 3 (SHEET 4): THE PI SHOWN AT STATION 25+76.70 HAD ALL FOUND EXISTING REFERENCE MONUMENTS (90037 AND 90039) SHOWN AND LOCATED HEREON BUT WAS UNABLE TO
LOCATE THE ORIGINAL PI MONUMENT. THESE REFERENCE MONUMENTS MEASURED WERE HELD AS A RESULT. THIS RESOLUTION ACCEPTS THE RECORD CENTERLINE ROAD DATA PER
RDO 02086 (R1), THE RECORD REFERENCE MONUMENTS (90037 AND 90039) PER FIELD NOTE OF BOOK 46 (RA), BACK TANGENT FROM PI 3 TO PI 2, AND FORWARD TANGENT
FROM PI 3 TO PI 4 FOR THIS CURVE.
PI 4 (SHEET 4): THE PI SHOWN AT STATION 30+15.29 HAD ALL EXISTING REFERENCE MONUMENTS FOUND, HOWEVER NO PI MONUMENT WAS RECOVERED. THE RECORD DISTANCE
(PER RA) WAS HELD FROM TREE 90031. THE TREE AT 90033 FIT WITHIN RELATION TO THE SKETCH IN THE RECORD FIELD NOTES (RA) BUT FELL OUTSIDE OF REASONABLE
TOLERANCE. THE TREE AT 90035 FIT IN RELATION TO THE SKETCH AND DESCRIPTION IN SAID FIELD BOOK, BUT DID NOT FIT TO THE RECORD DISTANCE. IT MAY BE POSSIBLE
WITHIN SAID FIELD NOTES THAT THIS TREE (90035) MEASUREMENT WAS ORIGINALLY TRANSCRIBED INCORRECTLY, WITH NUMBERS BEING SWITCHED, AS THE MEASUREMENT PER THIS
SURVEY WOULD THEN FIT. THIS TREE (90035) WAS NOT HELD AS A RESULT. THIS RESOLUTION ACCEPTS THE RECORD CENTERLINE ROAD DATA PER RDO 02086 (R1), THE RECORD
REFERENCE MONUMENT (90031) PER FIELD NOTE OF BOOK 46 (RA), THE BACK TANGENT FROM PI 4 TO PI 3, AND THE FORWARD TANGENT FROM PI 4 TO PI 5 FOR THIS CURVE.
PI 5 (SHEET 5): THE PI MONUMENT (90024) NEAR THE EAST LINE OF THE SE 1/4 OF SECTION 14, STATION 39+89.15, WAS LOCATED AS A PART OF THIS SURVEY, HOWEVER WAS
DISTURBED, POSSIBLY THROUGH ROAD IMPROVEMENTS OVER THE YEARS. IN THE LOCATION OF THIS MONUMENT, IT WAS FOUND TO BE LAYING HORIZONTALLY AND 1.50 FEET BELOW
GRADE OF THE EXISTING GRAVEL ROAD CONNECTING REPINE DRIVE TO HAMEHOOK ROAD. COORDINATE MEASUREMENTS LISTED IN "FOUND MONUMENTS TABLE" IS A RESULT OF A TIE
AT THE BOTTOM OF THIS MONUMENT, BUT FELL WELL OUTSIDE TOLERANCE OF DISTANCE FROM THE SE CORNER OF SECTION 14 AND TO THE EAST LINE OF THE SE 1/4 OF SAID
SECTION, AS A RESULT THIS MONUMENT WAS NOT HELD. IT WAS ALSO FOUND THAT THE EXISTING TREES MEASURED IN FIELD BOOK 46 (RA) WERE FOUND: A TRIPLE JUNIPER
(90029) AND A NOW 24" JUNIPER (90027). THESE TREES DID NOT FIT WITHIN A REASONABLE TOLERANCE TO THE ORIGINAL RECORD DISTANCES TO THIS PI, AND WERE NOT HELD.
THIS RESOLUTION ACCEPTS THE RECORD TANGENT DISTANCES AND THE ROAD DATA (PER R1), THE RECORD ANGLE BETWEEN THE BACK TANGENT AND FORWARD TANGENT, AND THE
EAST LINE OF THE SE 1/4 OF SECTION 14 FOR THIS CURVE.
THE SOUTHEAST CORNER OF SECTION 14 IS SAID TO BE THE THE TERMINATION OF HAMEHOOK ROAD CENTERLINE PER COMMISSIONERS JOURNAL VOLUME 9, PAGE 150. ALL
AVAILABLE RECORDS INDICATE THE CENTERUNE OF HAMEHOOK ROAD WAS INTENDED TO BE COINCIDENT WITH THE EAST UNE OF THE THE SE 1/4 OF THE SAID SECTION FROM THE
POINT OF TANGENCY AT STATION 41+46.17 TO THE SOUTHEAST CORNER OF SECTION 14. 1 HELD THE EAST LINE OF THE SE1/4 OF SECTION 14 AND RECORD DISTANCE FROM THE
SOUTHEAST CORNER OF SAID SECTION TO THE SAID POINT OF TANGENCY.
THIS RESOLUTION AGREES WITH THE RECORD ROAD WIDTH OF 60 FEET (30 FEET FROM CENTER), AS LEGALIZED PER COMMISSIONERS JOURNAL VOLUME 9, PAGE 150, THE RECORDS
OF SAID COMMISSIONERS JOURNAL (HAMEHOOK MARKET ROAD TRACING RDO 02086 (R1), ORIGINAL FIELD NOTES FROM BOOK 46 (RA)), CS02387 (R2), THE PLATTED
RIGHT-OF-WAY OF HAMEHOOK ROAD PER THE PLAT OF "RONALD ACRES" (R5), AND AGREES WITHIN REASONABLE TOLERANCE WITH THE AS TRAVELED CENTERLINE DATA SHOWN
HEREON.
PIONEER LOOP ROAD:
PIONEER LOOP ROAD WAS ESTABLISHED BY THE DESCHUTES COUNTY COMMISSIONERS ON JANUARY 19, 1972, PER DESCHUTES COUNTY COMSSIONERS JOURNAL JOURNAL 15, PAGE
295, WITH A RIGHT-OF-WAY WIDTH OF 60 FEET. THE RESOLVED RIGHT-OF-WAY SHOWN HEREON OF PIONEER LOOP ROAD WAS ESTABLISHED BY THE RECORD 30 FOOT OFFSET TO
THE CENTERLINE FROM MONUMENTS 1200, 1201, 1203, 1300, THE RECORD DISTANCE TO THE ANGLE POINT OF SAID CENTERLINE (PER COMMISSIONERS JOURNAL 15, PAGE 295)
AND ANGLE OF THE SAID ANGLE POINT. THIS RESOLUTION AGREES WITH THE RECORD ROAD WIDTH OF 60 FEET (30 FEET FROM CENTER) PER COMSSIONERS JOURNAL 15, PAGE
295, THE FOUND MONUMENTS (1300 AND 1200) ON THE EAST LINE OF THE PLAT OF -RONALD ACRES" (R5), THE FOUND MONUMENTS (1201 AND 1203) ON THE WEST UNE OF
PARTITION PLAT 1999-17 (R9).
UNDEDICATED/NOT LEGALIZED LAND (SHEET 3 AND SHEET. 6). A PORTION OF THE SW1/4 NE1/4 OF SECTION 14:
THERE APPEARS TO BE A PORTION OF THE SW1/4 OF THE NE1/4 OF SECTION 14 THAT WAS NOT PREVIOUSLY DEDICATED OR LEGALIZED AS RIGHT-OF-WAY (SHEET 3 AND 6).
SAID LAND IS BOUNDED BY THE NORTH LINE OF THE SW1/4 OF THE NE1/4 OF SECTION 14, THE NE RIGHT-OF-WAY LINE OF HAMEHOOK ROAD (BEING 30 FEET FROM CENTER
WHEN MEASURED AT RIGHT ANGLES, COMMISSIONERS JOURNAL VOL. 9 PG 150), AND THE WEST LINE OF THE RIGHT-OF-WAY OF PIONEER LOOP ROAD (BEING 30 FEET FROM
CENTER WHEN MEASURED AT RIGHT ANGLES, COMMISSIONERS JOURNAL VOL 15 PG. 295).
A SURVEY DATED AUGUST 24, 1964, CS02369 (R4), CRACKED UP THE LANDS LOCATED IN THE RECORD DESCRIPTION OF "A PORTION OF SW1/4NE1/4" AND OTHER LANDS "LYING
WEST OF THE NORTH UNIT CANAL", WITH NO MENTION OF HAMEHOOK ROAD IN SAID DESCRIPTION. THE PORTION OF LAND IN QUESTION WOULD FIT WITHIN THIS RECORD
DESCRIPTION AS IT LAYS WEST OF THE NORTH UNIT MAIN CANAL. IT IS NOT KNOWN OR SHOWN WITHIN CS02369 (R4) IF THE PIECE OF LAND WAS INTENDED TO BE A PART OF
TRACT 10 (OF SAID SURVEY), WITHIN THE RIGHT-OF-WAY OF HAMEHOOK ROAD, OR SOME OTHER OWNERSHIP.
A SUBSEQUENT SURVEY, CS02379 (R8), WAS FILED AFTER CS02369 (R4). THIS SURVEY WAS A PARTITION OF TRACTS SHOWN IN CS02369 (R4) AND DOES NOT MENTION OR SHOW
ANY OTHER PORTIONS OF THE SW1/4 OF THE NE1/4 LYING NORTHEAST OF THE RIGHT-OF-WAY OF HAMEHOOK ROAD.
THE PLAT OF "RONALD ACRES" (R5) WAS A SUBDIVISION OF A PORTION OF THE NW1/4 OF THE NEi/4, PP NO. 1998-28 (R9) WAS A PARTITION OF THE NE1/4 OF THE NE1/4,
AND PP NO. 78-184 (R6) WAS A PARTITION OF A PORTION OF THE SE1/4 OF THE NE1/4. ALL OF THESE RECORDS ARE WITHIN SECTION 14 AND ALL RECORDS DO NOT SHOW
OR MENTION ANY PORTIONS OF LAND.
IT IS UNCLEAR IF THIS PORTION OF LAND WAS INTENDED TO BE DEDICATED RIGHT-OF-WAY OR OMITTED BY MISTAKE.
NOTE: ALL ORIGINAL REFERENCE MONUMENTS SHOWN HEREON WERE MEASURED TO CENTER OF TREE OR POWER POLE. IT IS UNCLEAR WITHIN THE ORIGINAL NOTES IF THESE
ORIGINAL TIES WERE TO CENTER, FACE, NAILS, OR BLAZES OF THESE MONUMENTS.
RECORD OF SURVEY
CONTROL, RECOVERY AND RETRACEMENT
HAMEHOOK ROAD
LOCATED IN THE EAST 1/2 OF SECTION 14, AND THE SW 1/4 OF SECTION 13,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
LEGEND
;+; SET PARAMETRIX CONTROL AS NOTED IN "CONTROL TABLE"
FOUND MONUMENT AS NOTED IN "FOUND MONUMENTS TABLE", HELD
UNLESS OTHERWISE NOTED
FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
►000 FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE"; HELD
(R#) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
® MONUMENT OR CONTROL NUMBER. SEE TABLE
INST. NO.
INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
! !� -Z� z z
PP NO.
PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
REGISTERED
ROW
RIGHT-OF-WAY
PROFESSIONAL
IR
IRON ROD
LAND SURVEYOR
YPC
YELLOW PLASTIC CAP
RPC
RED PLASTIC CAP
DCSO
DESCHUTES COUNTY SURVEYORS OFFICE
DCOR
DESCHUTES COUNTY OFFICIAL RECORDS
EGON
CJ
COMMISSIONERS JOURNAL PER DCOR
JULY 11, 2023
SF
SQUARE FEET
COREY PACHECO
HAMEHOOK ROAD ROW BOUNDARY
101863
- - HAMEHOOK ROAD CENTER LINE
EXPIRES: 12-31-2024
—
— 1 /16 SECTION LINE
-
- - - - - UNSURVEYED ROW UNE
- - -
- - - - - - - - EXISTING EASEMENT, AS NOTED
S89'37'1 VE
Cl
0
0
M
S89'37'1 CIE
6
0
0
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S89'37'1 CE
PC - 16+54.65
DETAIL V
SCALE: 1" = 30'
DETAIL 'A'
SCALE: 1" = 30'
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BEGIN STATION
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(CJ VOL 9 PG. 150)
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S89 3716»E 99.48 i,�,�- SEE NARRATIVE
_ UNDEDICATED/NOT LEGAUZED LAND
75.65' SEE NARRATIVE (549.57 t SF)
1200 (S62?
N89'48' 11 "E 52.36' s62�90
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1 INCH = 30 FT.
PT - 18+33.04
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C19
163.94'
161.80'
58*03'12"
157.02'
S60'35'40"E
C20
14.44'
161.80'
5'06'53"
14.44'
S29'00'37"E
C21
30.60'
191.80'
9'08'27"
30.57'
S45'41'09"E
NOTE: SEE SHEETS 2 AND 3 FOR MONUMENT AND CURVE DATA NOT LISTED
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JOB NO. 2509-010
JOB NAME: HAMEHOOK RD.
co
o DRAWN: CAP
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CHECKED: CD
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SCALE: 1" = 30'
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= DATE: MARCH 14, 2024
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PREPARED FOR:
DESCHUTES COUNTY
Parametrimh
150 NW Pacific Park Lane, Suite 110 • Bend, OR 97701
Ph: 541.508.7710
j," 21287 DE$GHUTESCOUPfiY$Up'VEYOR
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