HomeMy WebLinkAboutSurvey 21254NARRATIVE:
WE WERE CONTRACTED BY DESCHUTES COUNTY TO MONUMENT THE RIGHT OF WAY (ROW) OF DESCHUTES MARKET ROAD ROAD AND HAMEHOOK ROAD AS
SHOWN ON THE CONTROL, RECOVERY AND RETRACEMENT MAP THAT WE PREPARED ON FILE AT THE DESCHUTES COUNTY SURVEYORS OFFICE AS CS20788. SAID
SURVEY WAS HELD FOR THE MONUMENTATION OF DESCHUTES MARKET ROAD ROAD AND HAMEHOOK ROAD.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE ROW'S STATED ABOVE AND THE ROW RECENTLY ACQUIRED BY DESCHUTES COUNTY PER DEDICATION
DEEDS REFERENCED HEREIN IN ACCORDANCE WITH ORS 368.106(2). MONUMENTS WITHIN THE ROW THAT WERE DESTROYED BY RECENT ROAD CONSTRUCTION
HAVE BEEN NOTED HEREIN.
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THE RECOVERED MONUMENTATION SHOWN HEREIN RELATIVE TO RECORD PROPERTY LINES, OTHER
THAN THE LOCATION AT WHICH THEY WERE FOUND RELATIVE TO THE CENTERLINE AS SHOWN.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS) AS DETERMINED BY MULTIPLE GPS OBSERVATIONS ON OUR
CONTROL AND ADJUSTED THROUGH STAR*NET. THE COCS HORIZONTAL DATUM IS NAD 83, ADJUSTMENT 1991.
LEGEND:
C# -
CURVE IDENTIFIER, SEE TABLE.
O -
SET 5/8" IRON ROD (REBAR) W/ ORANGE
PLASTIC CAP INSCRIBED "HHPR INC"
• -
RECOVERED SURVEY MONUMENT - HELD IF
NOTED IN TABLE.
-
SURVEY MONUMENT- DESTROYED BY
CONSTRUCTION - NOT RESET.
X -
HHPR CONTROL POINT AS NOTED
IN TABLE. DESTROYED BY CONSTRUCTION -
NOT RESET.
A -
FOUND HHPR CONTROL POINT AS NOTED
IN TABLE.
### -
RECOVERED SURVEY MONUMENT POINT
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
(######)(#) -
RECORD BEARING/DISTANCE PER
REFERENCES (SEE SHEET 1)
##### & (#) -
MEASURED AND RECORD DATA PER
REFERENCE NUMBER (SEE SHEET 1). THE
MEASURED DATA ON THIS SURVEY MATCH
THE SPECIFIED REFERENCE.
— — — —
— — — DIMENSIONING LINE
RESOLVED SECTIONAL LINE
RESOLVED CENTERLINE OF ROAD
ABBREVIATIONS:
1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC
CAP INSCRIBED "HHPR CONTROL"
COGRID = DESCHUTES COUNTY GRID POINT
COID = CENTRAL OREGON IRRIGATION DISTRICT
CS = DESCHUTES COUNTY SURVEY RECORDS
IP = IRON PIPE
IR = IRON ROD
OCRR = OREGON CORNER RESTORATION RECORD
OPC = ORANGE PLASTIC CAP
PUE = PUBLIC UTILITY EASEMENT
ROW = RIGHT OF WAY
RPC = RED PLASTIC CAP
W/ = WITH 0 50 100 200
YPC = YELLOW PLASTIC CAP
EP = END PROJECT
DBC = DESTROYED BY CONSTRUCTION SCALE: 1" = 100'
11
CQ� - QUARTER SECTION CORNER
14 A
RECORD SURVEY REFERENCES:
DESCHUTES COUNTY SURVEY RECORDS
(1) CS02369 - SURVEY BY GEORGE COOK, 08-24-1964
(2) CS02370 - SURVEY BY GEORGE COOK, 08-24-1964
(3) CS09663 - PLAT OF RONALD ACRES BY RICHARD P. HANKINS, 09-08-1972
(4) CS02401- SURVEY BY H. LEON KENNEDY, 11-17-1977
(5) CS02383 - SURVEY BY GEORGE COOK, 10-31-1980
(6) CS02374 - SURVEY BY GEORGE COOK, 01-26-1981
(7) CS02391- MP 80 - 59 BY GEORGE COOK, 01-30-1981
(8) CS13619 - MP 98 - 28 BY JERRY C. POWELL, 04-27-1999
(9) CS14170 - SURVEY BY PARNELI J. PERKINS, 09-11-2000
(10) CS15641 - SURVEY BY MICHAEL J. BERRY, 12-01-2003
(11) CS18337 - PARTITION PLAT NO. 2011-12 BY JERRY D. STICHLER, 11-30-2011
(12) OCRR1967 - CORNER RESTORATION RECORD BY MICHAEL J. BERRY, 06-28-2019
(13) CS02372 - SURVEY BY H.C. FERRIS, DATE UNKNOWN
(14) RD02086 - D.C.R.D. TRACING 382 BY EDWARD RISEN, DATE UNKNOWN
(15) CS20788 - SURVEY BY JOHN TAYLOR HAGLUND, 04-06-2022
(16) DEED OF DEDICATION, DOCUMENT NUMBER 2023-4803
FOUND 5/8" IR W/YPC
INSCRIBED "HIGH DESERT
ENG LS 540" HELD AS THE
NW 1/16TH CORNER OF
SECTION 14 PER CS02383
400 I
r; � t 1 k ;7iTo
6
cuCCT I
—N89059'00"W 1332.28' & (15)
(N89°48'44"W 1329.06)(4)(5)(6)
5
DESCHUTES MARKET ROAD
138
NORTH 1/4
CORNER OF
SECTION 14,
SEE SHEET 4
FOR DETAIL
SHEET 5
SHEET 4
A 12 RECORD OF SURVEY
LOCATED IN THE NORTH ONE-HALF OF SECTION 14,TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.
DESCHUTES COUNTY, OREGON
� SURVEYED: 12/13/2023
061
I,IA\ MARGARET LANE
WMI
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SHEET 3
X 4�
06
N
W
Ln
N
M
420
FOUND 1/2" IR
HELD AS THE
CENTER 1/4
CORNER OF
SECTION 14 PER (1)
FOUND SECTIONAL MONUMENT TABLE
POINT
NORTHING
EASTING
DESCRIPTION - HELD IF NOTED
ORIGIN
101
403094.33
3309127.04
HELD - 5/8" IR DOWN 0.75' IN PAVEMENT
CS09663 "PLAT OF RONALD ACRES" FILED 09/08/1972
138
404415.57
3307794.19
HELD - 1/2" HOLE IN STEEL PLATE DOWN 0.T IN PAVEMENT - SEE NOTE ON SHEET 4
OCRR1967 FILED 06/28/2019
400
403090.15
3306466.33
HELD - 5/8" IR W/YPC INSCRIBED "HIGH DESERT ENG LS 540"
CS02383 FILED 10/17/1980
420
401763.95
3307803.01
HELD -1/2" IR
CS02369 FILED 08/24/1964
HAMEHOOK ROAD
(N89-55'14"W 1331.86')(3)
S89048'11"W 1328.44' & (15) ^
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2025
A
NTROL"
NTROL"
PR CONTROL"
NTROL"
NTROL"
NTROL"
NTROL"
NTROL"
NTROL"
NTROL"
NTROL"
NTROL"
FOUND 5/8" IR
HELD AS THE
NORTHEAST
1/16TH CORNER
OF SECTION 14
PER PLAT OF
RONALD ACRES (3)
101
6
Harper
4 HP Houf Peterson
Righelfis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS• SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
SHEET 1 OF 5 JTH/CLG 2/1/2024 DCO-02
12 5 4—
RECORD OF SURVEY
LOCATED IN THE NORTH ONE-HALF OF SECTION 14,TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.
DESCHUTES COUNTY, OREGON
SURVEYED:12/13/2023
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
LONG CHORD
C1 & (15)
466.18'
42001'46"
341.97'
N70035'13"E, 334.35'
C1(10)
466.18'
42'01'46"
341.97'
N70'35'14"E, 334.35'
C2 & (15)
436.18'
42001'46"
319.96'
N70035'13"E, 312.84'
C2(10)
436.18'
42001'46"
319.96'
N70*35'14"E, 312.84'
C3 & (15)
406.18'
42001'46"
297.95'
N70035'13"E, 291.32'
C3(10)
406.18'
42'01'46"
1 297.95'
1 N70-35'14"E, 291.32'
LEGEND:
C# -
CURVE IDENTIFIER, SEE TABLE.
O -
SET 5/8" IRON ROD (REBAR) W/ ORANGE
PLASTIC CAP INSCRIBED "HHPR INC"
-
RECOVERED SURVEY MONUMENT - HELD IF
NOTED IN TABLE.
-
SURVEY MONUMENT - DESTROYED BY
CONSTRUCTION - NOT RESET.
X -
HHPR CONTROL POINT AS NOTED
IN TABLE. DESTROYED BY CONSTRUCTION -
NOT RESET.
A -
FOUND HHPR CONTROL POINT AS NOTED
IN TABLE.
### -
RECOVERED SURVEY MONUMENT POINT
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
(######)(#) -
RECORD BEARING/DISTANCE PER
REFERENCES (SEE SHEET 1)
##### & (#) -
MEASURED AND RECORD DATA PER
REFERENCE NUMBER (SEE SHEET 1). THE
MEASURED DATA ON THIS SURVEY MATCH
THE SPECIFIED REFERENCE.
- - - -
- - - DIMENSIONING LINE
RESOLVED SECTIONAL LINE
-
RESOLVED CENTERLINE OF ROAD
0 25 50 100
SCALE. 1" = 50'
ABBREVIATIONS:
1/2"IR RPC =1/2" IRON ROD (REBAR) W/ RED PLASTIC
CAP INSCRIBED "HHPR CONTROL"
COGRID
= DESCHUTES COUNTY GRID POINT
COID
= CENTRAL OREGON IRRIGATION DISTRICT
CS
= DESCHUTES COUNTY SURVEY RECORDS
IP
= IRON PIPE
IR
= IRON ROD
OCRR
= OREGON CORNER RESTORATION RECORD
OPC
= ORANGE PLASTIC CAP
PUE
= PUBLIC UTILITY EASEMENT
ROW
= RIGHT OF WAY
RPC
= RED PLASTIC CAP
W/
= WITH
YPC
= YELLOW PLASTIC CAP
EP
= END PROJECT
DBC
= DESTROYED BY CONSTRUCTION
11
COS - QUARTER SECTION CORNER
14
119
/ `''O
00.
22 /
'00"
�eZ-
00 ,mil
122
6
00
PC: 8+04.27
N:403022.06
E:3306877.14
C1
DETAIL
N.T.S.
C3
FOUND MONUMENT TABLE
DESCHUTES
MARKET RD.
POINT
NORTHING
EASTING
DESCRIPTION - HELD IF NOTED
ORIGIN
STATION
OFFSET
112
403145.17
3307560.96
DBC - 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
15+13.28
29.99L
113
403085.04
3307560.01
5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
N/A
N/A
114
403156.11
3307173.01
5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
11+24.21
30.07L
115
403096.06
3307171.32
5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
11+24.21
30.0011
117
403165.12
3307173.74
5/8" IR W/YPC INSCRIBED "HIGH DESERT ENG LS 540"
CS02383 FILED 01/26/1981
11+24.69
39.11L
119
403090.63
3306903.19
5/8" IR W/YPC INSCRIBED "HIGH DESERT ENG LS 540"
CS02383 FILED 01/26/1981
8+63.39
39.66L
120
403044.90
3306857.68
HELD - 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
8+04.27
30.00L
121
402999.76
3306896.83
1/2" IR
CS02369 FILED 08/24/1964
8+04.84
29.75R
122
402999.23
3306896.61
5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
8+04.29
30.0111
CONTROL POINT TABLE
DESCHUTES
MARKET RD.
POINT
NORTHING
EASTING
DESCRIPTION
STATION
OFFSET
5
403146.05
3307343.25
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
12+94.67
24.78L
6
403094.57
3306937.56
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
8+92.76
25.48L
7
403101.58
3307295.06
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
12+47.74
21.0211
117
63545 DESCHUTES MARKET RD
DOCUMENT NUMBER 2006-38404
TAX LOT 171214BA00500
(588°23'54"E )(15)
O 1 it
SET ROW MONUMENT TABLE
DESCHUTES
MARKET RD.
POINT
NORTHING
EASTING
STATION
OFFSET
800
403147.42
3307481.07
1 14+32.40
30.00L
STA:14+32.40
OFF:30.00' L
DEED OF DEDICATION
DOCUMENT NUMBER
2023-4803
(S88 23 53 E)(10)
S88°23'54"E 308.17' 112
114 PT:11+24.23 __ _______rn
N:403126.04 DESCHUTES MARK 5 0 800 PI: 15+12.76 -
E:3307172.19 ET ROAD oLU
CC N:403115.18 W
rn N
(S88023'53"E 388.53')(10) > E:3307560.56 F , W
Ln N89045'16"E 70.84'& (15) _
0 o S88'23'54"E 388.53' & (15) ao a o o (N89°45'17"E 70.76')(10)
W
115 A 7 (S88023'53"E 389.01')(10) m W
S88023'54"E 389.01' & (15) ()
O N89045'16"E 71.33'& (15)
113 (N8904511711E 71.251)(10)
63480 DESCHUTES MARKET RD
DOCUMENT NUMBER
2013-002781
TAX LOT 171214BDO0200
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
5SO22
RENEWS: 6-30-2025
63500 DESCHUTES MARKET RD
DOCUMENT NUMBER
2015-042292
TAX LOT171214BDO0100
Harper
HP Houf Peterson
Righellis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
rj
�: 2 12
SHEET 2 OF S JTH/CLG 2/1/2024 DCO-02
RECORD OF SURVEY
LOCATED IN THE NORTH ONE-HALF OF SECTION 14,TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.
DESCHUTES COUNTY, OREGON
SURVEYED:12/13/2023
FOUND MONUMENT TABLE
DESCHUTES
MARKET RD.
POINT
NORTHING
EASTING
DESCRIPTION - HELD IF NOTED
ORIGIN
STATION
OFFSET
108
403272.47
3307757.54
DBC - 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
18+29.47
30.02L
109
403280.13
3307748.38
DBC - 5/8" IR W/ YPC - ILLEGIBLE
CS02383 FILED 01/26/1981
18+37.16
39.17L
110
403272.62
3307817.58
HELD - 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
18+29.53
30.0211
111
403145.49
3307631.22
DBC - 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
15+83.55
30.00L
112
403145.17
3307560.96
DBC - 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
15+13.28
29.99L
113
403085.04
3307560.01
5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
N/A
N/A
136
403102.15
3307778.57
DBC - 2.5" ALUMINUM CAP INSCRIBED "DESCHUTES RESET" IN MONUMENT BOX - COGRID #232
CS15641 FILED 12/10/2003
16+95.11
68.5911
403102.18
3307778.56
COGRID #232 - PUBLISHED COORDINATES PER CS15641
137
403116.10
3307787.81
DBC - 2" ALUMINUM CAP - ILLEGIBLE - IN MONUMENT BOX
CS14170 FILED 09/11/2000
17+06.53
64.70R
HAMEHOOK RD.
107
403085.44
3307803.96
1/2" IR
CS02369 FILED 08/24/1964
5+05.64
30.63R
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
4
403093.19
3307766.54
DBC- 1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
13
403546.07
3307755.11
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
14
403181.08
3307829.62
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
LEGEND:
ABBREVIATIONS
C# -
CURVE IDENTIFIER, SEE TABLE.
1/2"IR RPC
= 1/2" IRON RO
O -
SET 5/8" IRON ROD (REBAR) W/ ORANGE
CAP INSCRIBI
PLASTIC CAP INSCRIBED "HHPR INC"
COGRID
= DESCHUTES C
• -
RECOVERED SURVEY MONUMENT- HELD IF
COID
= CENTRAL ORE
NOTED IN TABLE.
CS
= DESCHUTES C
-
SURVEY MONUMENT - DESTROYED BY
IP
= IRON PIPE
CONSTRUCTION - NOT RESET.
IR
= IRON ROD
X -
HHPR CONTROL POINT AS NOTED
OCRR
= OREGON COR
IN TABLE. DESTROYED BY CONSTRUCTION -
OPC
= ORANGE PLA'
NOT RESET.
PUE
= PUBLIC UTIL11
ROW
= RIGHT OF WA
A -
FOUND HHPR CONTROL POINT AS NOTED
RPC
= RED PLASTIC,
IN TABLE.
### -
RECOVERED SURVEY MONUMENT POINT
YPC
= YELLOW PLA!
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
EP
= END PROJECT
(######)(#) -
RECORD BEARING/DISTANCE PER
DBC
= DESTROYED E
REFERENCES (SEE SHEET 1)
##### & (#) -
MEASURED AND RECORD DATA PER
11
REFERENCE NUMBER (SEE SHEET 1). THE
C__�
- QUARTER S
MEASURED DATA ON THIS SURVEY MATCH
14
THE SPECIFIED REFERENCE.
- - - -
- - - DIMENSIONING LINE
RESOLVED SECTIONAL LINE
--- -
RESOLVED CENTERLINE OF ROAD
[`T A _'%'1 . 4 A A A
SEE SHEET
00
0
802
0
. pro
21 00 0�`°
OCc
w
w CO N
VARIES 30.00' = Z
o F-
Mz0
LU
a
I U ~
0
o
I
I
20 00
I
j
I
19 00
I
I
I PT: 18+29.56
N:403272.60
t E.3307787.56
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
LONG CHORD
C5 & (15)
156.83'
89*51'24"
245.96'
N44*49'34"E, 221.51'
C5(10)
156.83'
89051'20"
245.9S'
N44*49'37"E, 221.50'
C6
186.83'
12005'30"
39.43'
N83-42'30"E, 39.36'
C6(15)
186.83'
C6(10)
186.83'
C7 & (15)
75.00'
89031'08"
117.18'
S44051'42"E, 105.62'
C7(3)
75.00'
89038'00"
117.33'
N44-3647"W, 105.73'
SET ROW MONUMENT TABLE
DESCHUTES
MARKET RD.
POINT
NORTHING
EASTING
STATION
OFFSET
800
403147.42
3307481.07
14+32.40
30.00L
801
403424.87
3307731.25
19+81.94
56.04L
802
403562.48
3307757.05
21+19.49
30.00L
803
403220.35
3307817.66
17+86.75
37.1811
806
403085.49
3307631.53
15+83.60
30.0011
807
403089.80
3307670.65
16+16.70
30.0011
HAMEHOOK RD.
799
403089.76
3307798.60
5+00.26
26.3411
804
403145.48
3307892.16
5+93.44
30.00L
805
403086.10
3307798.61
5+00.29
30.0011
E 108 I 110
W
o Io
oo l o � �OQ'
I A`P
N O\v
803
IRlFS I / 63490 HAMEHOOK RD
DOCUMENT NUMBER 2020-01208
�qR/FS /l TAX LOT 171214ABOO400
14
V / ' OOP cP
112 � 'oo / I R ui
N 800----------*---------� 111 / 804- F-
PC: 15+83.60 / W
o w P1:15+12.76 /
LLI o 6: N:403115.18 N:403115.49 / �p� �, W
W Q E:3307631.41 �\LP�Q�O�`` HAMEHOOK ROAD _
_ > E:3307560.56
N o f 11 1 i /�O�O�J3 137 I >
V) -+ I _ N N89 4516E 70.84 & (15) _ / OF �'� Nod "' W
o STA:16+16.70 O `�' X"- - -
LU o o (N89°45'17"E 70.76')(10) oo / k, ��1 oo
LJJ o 0 o OFF:30.00 R -1 1;51e `L� 136 (N00-12'13"E 24.29')& o W
LU o o �--N00010'52"W 26.34' & (15) oo
m rn C6 ,9�9 NORTH 1/16TH CORNER o
08 S89059 00�� E 127.95 & (16) X 4 OF SECTION 14 m
N89'45'16"E 71.33'& (15) &0 N00011'26"W 3.66' O� 107
113 (N89-45'17"E 71.25)(10) G & (15) (
THE OWNERSHIP OF THE STRIP OF LAND -
LYING SOUTH OF THE ONE -SIXTEENTH LINE
AND NORTH OF DOCUMENT NUMBER
2015-042292 IS UNKNOWN.
63500 DESCHUTES MARKET RD
DOCUMENT NUMBER 2015-042292
TAX LOT 171214BDOOIOO
63495 HAMEHOOK RD
DOCUMENT NUMBER 2002-56155
TAX LOT 171214AC00201
0 20 40 80
SCALE: 1 " = 40'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
Z/
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2025
Harper
HP Houf Peterson
Righelfis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS• SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
SHEET 3 OF 5 JTH/CLG 2/1/2024 DCO-02
2 1254-
RECORD OF SURVEY
LOCATED IN THE NORTH ONE-HALF OF SECTION 14,TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.
DESCHUTES COUNTY, OREGON
SURVEYED:12/13/2023
FOUND MONUMENT TABLE
DESCHUTES
MARKET RD.
POINT
NORTHING
EASTING
DESCRIPTION - HELD IF NOTED
ORIGIN
STATION
OFFSET
108
403272.47
3307757.54
DBC - 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
18+29.47
30.02L
109
403280.13
3307748.38
DBC - 5/8" IR W/ YPC - ILLEGIBLE
CS02383 FILED 01/26/1981
18+37.16
39.17L
110
403272.62
3307817.58
HELD - 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
18+29.53
30.0211
125
403753.76
3307756.76
5/8" IR W/ YPC INSCRIBED "LS 2527"
CS18337 - PP2011-12 FILED 11/30/2011
23+10.78
29.94L
126
403803.73
3307756.62
5/8" IR W/ YPC INSCRIBED "LS 2527"
CS18337 - PP2011-12 FILED 11/30/2011
23+60.74
30.00L
128
404389.04
3307819.04
1.5" ALUMINUM CAP INSCRIBED "DESCHUTES CO REF MON"
CS15641 FILED 12/10/2003
29+45.95
33.47R
129
404415.50
3307755.52
HELD - 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
29+72.52
30.00L
138
404415.57
3307794.19
HELD - 1/2" HOLE IN STEEL PLATE DOWN 0.7' IN PAVEMENT - SEE NOTE ON SHEET 4
OCRR1967 FILED 06/28/2019
N/A
N/A
139
404396.76
3307756.91
1.5" ALUMINUM CAP INSCRIBED "DESCHUTES CO REF MON"
OCRR1967 FILED 06/28/2019
29+53.77
28.65L
140
404458.48
3307758.76
#4 SQUARE BAR DOWN 0.5'
OCRR1967 FILED 06/28/2019
N/A
N/A
141
404511.85
3307806.06
1.5" ALUMINUM CAP INSCRIBED "DESCHUTES CO REF MON"
OCRR1967 FILED 06/28/2019
N/A
N/A
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
STATION
OFFSET
12
404940.92
3307810.22
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
N/A
N/A
13
403546.07
3307755.11
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
21+03.09
31.97L
SET ROW MONUMENT TABLE
DESCHUTES
MARKET RD.
POINT
NORTHING
EASTING
STATION
OFFSET
801
403424.87
3307731.25
19+81.94
56.04L
802
403562.48
3307757.05
21+19.49
30.00L
DEED OF DEDICATION 63545 DESCHUTES MARKET RD
DOCUMENT NUMBER DOCUMENT NUMBER 2006-38404
2023-4803 TAX LOT 171214BA00500
109 801 N10.37'01 „ STA:21+19.49
M E 140.00'& (16) 13 0FF:30.00' L
125 126
802 N00006'08"W 853.03'
W 108 DESCHUTES MARKET ROAD o Noo 06;o3;;w (10) W
W
= N N N00006'03"W 1142.99')(10) o_ N N00 06 08 W (15)N o
o _ _ N N00°06'08"W 1142.96' & (15) _
W o o .. .. o o. -o 0 0 0 -o 8.67'-
V) o p & (15) 7 N00°06'08"W /
110 PT:18+29.56
N:403272.60
E:3307787.56
63490 HAMEHOOK RD
DOCUMENT NUMBER 2020-01208
TAX LOT171214ABOO400
U
0 25 50 100
SCALE 1" = 50'
RONALDf ACRES
I
LEGEND:
C# -
CURVE IDENTIFIER, SEE TABLE.
O -
SET 5/8" IRON ROD (REBAR) W/ ORANGE
PLASTIC CAP INSCRIBED "HHPR INC"
• -
RECOVERED SURVEY MONUMENT - HELD IF
NOTED IN TABLE.
-
SURVEY MONUMENT - DESTROYED BY
CONSTRUCTION - NOT RESET.
)( -
HHPR CONTROL POINT AS NOTED
IN TABLE. DESTROYED BY CONSTRUCTION -
NOT RESET.
A -
FOUND HHPR CONTROL POINT AS NOTED
IN TABLE.
### -
RECOVERED SURVEY MONUMENT POINT
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
(######)(#) -
RECORD BEARING/DISTANCE PER
REFERENCES (SEE SHEET 1)
##### & (#) -
MEASURED AND RECORD DATA PER
REFERENCE NUMBER (SEE SHEET 1). THE
MEASURED DATA ON THIS SURVEY MATCH
THE SPECIFIED REFERENCE.
- - - -
- - - DIMENSIONING LINE
. .
RESOLVED SECTIONAL LINE
--
RESOLVED CENTERLINE OF ROAD
129
90 N89`53'52"E
0 1 ��38.67'& (15)
�o�
EP: 29+72.52
/ N:404415.56
\ 138 E:3307785.52
D
N 1/4 CORNER OF SECTION 14
7o
SEE DETAIL OF REFERENCE
G)
MONUMENTS THIS SHEET
D
70
m
r
D
Z
m
12
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2025
ABBREVIATIONS:
1/2"IR RPC
= 1/2" IRON ROD (REBAR) W/ RED PLASTIC
CAP INSCRIBED "HHPR CONTROL"
COGRID
= DESCHUTES COUNTY GRID POINT
COID
= CENTRAL OREGON IRRIGATION DISTRICT
CS
= DESCHUTES COUNTY SURVEY RECORDS
IP
= IRON PIPE
IR
= IRON ROD
OCRR
= OREGON CORNER RESTORATION RECORD
OPC
= ORANGE PLASTIC CAP
PUE
= PUBLIC UTILITY EASEMENT
ROW
= RIGHT OF WAY
RPC
= RED PLASTIC CAP
W/
= WITH
YPC
= YELLOW PLASTIC CAP
EP
= END PROJECT
DBC
= DESTROYED BY CONSTRUCTION
11
C� - QUARTER SECTION CORNER
14
DETAIL FOR NORTH ONE -QUARTER
CORNER OF SECTION 14
REFERENCE MONUMENTS
1"=30'
QQ 141
0
H
w
Y
Q
2
cn
w
H
N Lr)
W `-
140 VUj o m °6
o00)
\2 D o 0)�90
z � z
S
1s 1 138
/.S'
01336�t1/1'Ll 4 ��F MARGARET
S63 tk116q,1 s� ,��,
LAN E
139
�j1`r/ 128
Harper
HP Houf Peterson
Righelfis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
SHEET 4 OF 5 JTH/CLG 2/1/2024 DCO-02
1254
RECORD OF SURVEY
LOCATED IN THE NORTH ONE-HALF OF SECTION 14,TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.
DESCHUTES COUNTY, OREGON
SURVEYED:12/13/2023
FOUND MONUMENT TABLE
HAMEHOOK RD.
POINT
NORTHING
EASTING
DESCRIPTION - HELD IF NOTED
ORIGIN
STATION
OFFSET
100
403137.32
3309127.22
5/8" IR
CS09663 "PLAT OF RONALD ACRES" FILED 09/08/1972
N/A
N/A
101
403094.33
3309127.04
HELD - 5/8" IR DOWN 0.75' IN PAVEMENT
CS09663 "PLAT OF RONALD ACRES" FILED 09/08/1972
N/A
N/A
103
403141.42
3308463.74
3/4" PIPE DOWN 0.5'
CS02372 DATE UNKNOWN
11+65.03
29.72L
105
403084.74
3308178.91
1/2" IR
CS02369 FILED 08/24/1964
8+80.59
28.8511
106
403219.09
3308103.29
1/2" IR
CS09663 "PLAT OF RONALD ACRES" FILED 09/08/1972
8+04.08
105.00L
132
403144.03
3308103.03
1/2" IR
CS09663 "PLAT OF RONALD ACRES" FILED 09/08/1972
8+04.32
29.95L
133
403168.65
3308152.94
1/2" IR
CS09663 "PLAT OF RONALD ACRES" FILED 09/08/1972
8+54.07
54.90L
134
403143.76
3308152.80
HELD -1/2" IR
C509663 "PLAT OF RONALD ACRES" FILED 09/08/1972
8+54.09
30.00L
135
403141.69
3308461.29
1/2" IR
C509663 "PLAT OF RONALD ACRES" FILED 09/08/1972
11+62.59
29.97L
CONTROL POINT TABLE
HAMEHOOK RD.
POINT
NORTHING
EASTING
DESCRIPTION
STATION
OFFSET
2
403089.29
3308781.85
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
14+83.48
20.3111
3
403134.83
3308397.64
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
10+98.98
22.69L
°
P�
AA``P�O
�\v
Q.
63490 HAMEHOOK RD
DOCUMENT NUMBER 2020-01208
Ln
TAX LOT 171214ABOO400
m 02S
00
00
N�
ww
M�
m N
°
SET ROW MONUMENT TABLE
HAMEHOOK RD.
POINT
NORTHING
EASTING
STATION
OFFSET
804
403145.48
3307892.16
5+93.44
30.00L
A=270°00'00" & (15)
//00,00' L=235.62- & (15)
R=50.00' & (3,15)
(L=212.43')(3)
106 LC=S44°37'16"E, 70.71' (15) 63480 HAMEHOOK RD
DOCUMENT NUMBER 2013-002781
SCOTT TAX LOT 171214ABOO500
CI RCLE
133
-S00°22'44"W 25.00' & (15)
N00°34'13"E 25 00' 3
LEGEND:
C# -
CURVE IDENTIFIER, SEE TABLE.
O -
SET 5/8" IRON ROD (REBAR) W/ ORANGE
PLASTIC CAP INSCRIBED "HHPR INC"
• -
RECOVERED SURVEY MONUMENT - HELD IF
NOTED IN TABLE.
-
SURVEY MONUMENT - DESTROYED BY
CONSTRUCTION - NOT RESET.
)K -
HHPR CONTROL POINT AS NOTED
IN TABLE. DESTROYED BY CONSTRUCTION -
NOT RESET.
A -
FOUND HHPR CONTROL POINT AS NOTED
IN TABLE.
### -
RECOVERED SURVEY MONUMENT POINT
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
(######)(#) -
RECORD BEARING/DISTANCE PER
REFERENCES (SEE SHEET 1)
##### & (#) -
MEASURED AND RECORD DATA PER
REFERENCE NUMBER (SEE SHEET 1). THE
MEASURED DATA ON THIS SURVEY MATCH
THE SPECIFIED REFERENCE.
- - - -
- - - DIMENSIONING LINE
RESOLVED SECTIONAL LINE
-
RESOLVED CENTERLINE OF ROAD
LOT 2
ABBREVIATIONS:
1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC
CAP INSCRIBED "HHPR CONTROL"
COGRID
= DESCHUTES COUNTY GRID POINT
COID
= CENTRAL OREGON IRRIGATION DISTRICT
CS
= DESCHUTES COUNTY SURVEY RECORDS
IP
= IRON PIPE
IR
= IRON ROD
OCRR
= OREGON CORNER RESTORATION RECORD
OPC
= ORANGE PLASTIC CAP
PUE
= PUBLIC UTILITY EASEMENT
ROW
= RIGHT OF WAY
RPC
= RED PLASTIC CAP
W/
= WITH
YPC
= YELLOW PLASTIC CAP
EP
= END PROJECT
DBC
= DESTROYED BY CONSTRUCTION
11
C__ "
- QUARTER SECTION CORNER
14
0 25 50 100
SCALE. 1 " = 50'
00
M
-Qr:804
210.64' & (15) (210.55'&3) Z z 50.00' 134 135 103
100
132 N89037'16"W 1235.09'& (15)
o
W
o
0
(N89°25'47"W 1235.02')(3) 3
0
,
30.00 &(3, 15) ��
m
W
m
v 00 co p �-' F'
0
m
�� v
I "� °? 0 0000
LU
$ o
0 0 0 o N89°37'16"W 1328.53' & (15) o 0
ROAD (N89°25'47"W 1331.86')(3)
0
o o
12.99 & (15) (12.88 )(3) V,
Uj
HAMEHOOK
o.
105 S89°37'16"E & (15)
2
63495 HAMEHOOK RD
DOCUMENT NUMBER 2002-56155
TAX LOT 171214AC00201
DESmum cogumu ff- summo
63475 HAMEHOOK RD
TAX LOT 171214ACOOIOO
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
Harper
4 HP Houf Peterson
Righelfis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
124-
RENEWS: 6-30-2025
SHEET 5 OF 5 1TH/CLG 2/1/2024 DCO-02