HomeMy WebLinkAboutSurvey 20788NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO RETRACE THE RIGHT OF WAY OF DESCHUTES MARKET ROAD AND HAMEHOOK ROAD, ESTABLISH A CENTERLINE ALIGNMENT
FOR EACH ROAD, RECOVER MONUMENTATION FROM PREVIOUS SURVEYS IN ANTICIPATION OF FUTURE IMPROVEMENTS OF THE ROADWAYS FOR DESCHUTES 12
COUNTY AND ESTABLISH A PERMANENT CONTROL NETWORK. THE LIMITS OF THIS PROJECT EXTEND APPROXIMATELY 700 FEET IN EACH DIRECTION FROM THE
INTERSECTIONS OF SAID ROADWAYS. THE ONLY MONUMENTATION THAT WAS SET FOR THIS SURVEY WAS FOR THE CONTROL NETWORK.
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 CENTERLINES AS SHOWN HEREIN. lI
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. THE COCS HORIZONTAL DATUM IS NAD 83, ADJUSTMENT 1991.
DESCHUTES MARKET ROAD
THIS AREA OF DESCHUTES MARKET ROAD WAS LEGALIZED ON 7/1/1964 IN COMMISSIONERS JOURNAL 9, PAGE 149. NO SURVEY OR FIELD NOTES WERE
DISCOVERED DURING THE COURSE OF THIS SURVEY. THE NOTICE OF LEGALIZATION IN COMMISSIONERS JOURNAL 9, PAGE 106 STATES THAT THE ROAD IS TO BE
LEGALIZED "ALONG THE COURSE OF THE EXISTING ROAD".
A RETRACEMENT OF DESCHUTES MARKET ROAD WAS COMPLETED BY THE DESCHUTES COUNTY ROAD DEPARTMENT IN 2003 PER CS15641. SAID RETRACEMENT
WAS HELD AS THE BASIS OF RESOLUTION OF THE RIGHT OF WAY FOR THIS ROADWAY.
STATION 8+04.27 TO STATION 15+83.60:
I HELD THE NORTHWESTERLY RIGHT OF WAY DATA PER CS15641 TO #120 AND ROTATED IT TO #111. 1 THEN OFFSET THIS 30.00 FEET SOUTHEASTERLY TO CREATE
THE CENTERLINE AND ANOTHER 30.00 FEET TO CREATE THE SOUTHEASTERLY RIGHT OF WAY. THIS PROVIDED FOR THE BEST FIT FOR THE REMAINING RIGHT OF
WAY MONUMENTATION ALONG THIS SECTION.
NORTH FROM STATION 15+83.60:
THE WESTERLY RIGHT OF WAY OF THE RECORD ROADWAY DATA PER CS15641 THAT LIES NORTH OF STATION 18+29.56 WAS HELD TO #129 AND THEN ROTATED
TO WHERE THE CENTERLINE DATA HIT THE SPLIT BETWEEN #108 & #110. THE TANGENT BETWEEN #112 AND #111 WAS ELONGATED BY 0.08 FEET TO HAVE THE
RECORD RADIUS OF THE C4 CURVE MEET THE WESTERLY RIGHT OF WAY NORTH TANGENT NORTH OF 18+29.56. THIS RESOLUTION PROVED TO BE THE BEST FIT
FOR THE REMAINING RIGHT OF WAY MONUMENTATION ALONG THIS SECTION OF THE ROADWAY WHILE MAINTAINING THE GEOMETRY OF THE RECORD DATA.
THE WESTERLY RIGHT OF WAY WAS OFFSET 30.00 FEET EASTERLY FOR THE CENTERLINE AND ANOTHER 30.00 FEET FOR THE EASTERLY RIGHT OF WAY.
HAMEHOOK ROAD
HAMEHOOK ROAD WAS LEGALIZED IN 1964 PER COMMISSIONERS JOURNAL 9CJ150 WITH A RIGHT OF WAY WIDTH OF 60.00 FEET. ALTHOUGH FIELD NOTES FROM
1954 AND A TRACING BY E. RISEN ARE ON FILE AT THE DESCHUTES COUNTY SURVEYORS OFFICE, WRITTEN RECORD COULD NOT BE FOUND THAT TIES THIS DATA,
OR ANY OTHER SURVEY DATA, TO THE LEGALIZATION. NO OTHER SURVEY DATA WAS DISCOVERED FOR SAID ROADWAY DURING THIS SURVEY.
THE RIGHT OF WAY DEDICATION PER RONALD ACRES, DESCHUTES COUNTY OFFICIAL RECORDS, WAS THE ONLY DEDICATION THAT WAS DISCOVERED DURING THIS
SURVEY FOR THIS SECTION OF HAMEHOOK ROAD.
FOR THE TANGENT SECTION OF THIS ROADWAY THAT RUNS EAST/WEST, I HELD THE SOUTHERLY RIGHT OF WAY OF HAMEHOOK ROAD 60.00 FEET FROM AND
PARALLEL WITH THE NORTHERLY RIGHT OF WAY AS DEDICATED PER SAID RONALD ACRES, HOLDING MONUMENTS #100 AND #134 PER CS09663.
THE PORTION OF SAID DEDICATION OF HAMEHOOK ROAD THAT IS ALONG THE CURVE AT THE SOUTHWEST PORTION OF RONALD ACRES EXTENDS OVER TO THE
NORTH/SOUTH CENTERLINE OF SECTION 14. IN ORDER TO MERGE THE RIGHT OF WAY OF HAMEHOOK ROAD WITH DESCHUTES MARKET ROAD, I FILLETED THE
RADIUS OF SAID CURVE PER CS09663 BETWEEN THE NORTHERLY RIGHT OF WAY OF HAMEHOOK ROAD AND THE EASTERLY RIGHT OF WAY OF DESCHUTES
MARKET ROAD AS RESOLVED ABOVE. THIS SOLUTION FIT WITHIN REASONABLE TOLERANCES WITH THE REMAINING MONUMENTATION AS WELL AS THE
RESOLUTION OF DESCHUTES MARKET ROAD.
LEGEND:
C# -
CURVE IDENTIFIER, SEE TABLE.
0 -
CALCULATED POINT, NO MONUMENT
• -
RECOVERED SURVEY MONUMENT - HELD IF
NOTED IN TABLE.
### -
RECOVERED SURVEY MONUMENT POINT
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
(######)(#) -
RECORD BEARING/DISTANCE PER
REFERENCES (SEE SHEET 1)
A -
SET HHPR CONTROL POINT AS NOTED IN
11
TABLE.
QUARTER SECTION CORNER
14
- - - -
- - - DIMENSIONING LINE
RESOLVED SECTIONAL LINE
-
RESOLVED CENTERLINE OF ROAD
FOUND 5/8" IR W/YPC
INSCRIBED "HIGH DESERT
ENG LS 540" HELD AS THE
NW 1/16TH CORNER OF
SECTION 14 PER PLAT OF
1-D RANCH ESTATES /
I 6
40000
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 Jr0 100 200
W/ = WITH
YPC = YELLOW PLASTIC CAP
EP = END PROJECT
SCALE. 1 " = 100'
A 7
��- N89°59'00"W 1332.28'
(N89-48'44"W 1329.06')(4)(5)(6)
5
DESCHUTES MARKET ROAD
r Is
- oy 6,/2 v22 (inS
11
138
NORTH 1/4
CORNER OF
SECTION 14,
SEE SHEET 4
FOR DETAIL
AND
NOTE
SHEET 4
13
SHEET 3
0
0
H
w
Y
a
W
I-
Z)
U
cn
w
0
MARGARET LANE
I
10
00
M
N
M
r-1
00
0
o �
o zz
d U d
U
i �nN^
t\ O LL O
ri - 40 to
N /y tW n
M 00 I lCo ! Z �
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M M W !1j
,� - �- in
N N W r-1
e-1 � V �
o Vmo
z Izoz
c) :3m N
00 =
r,*� -
m
N p
M z
W _
14
COGRID #232
2-1/2" ALUMINUM CAP DOWN 0.5' IN
0000
MONUMENT BOX "DESCHUTES RESET"
N
MEASURED COORDINATESfn
N: 403102.15
E: 3307778.57
PUBLISHED COORDINATES
N: 403102.18
E: 3307778.56
420
FOUND 1/2" IR
HELD AS THE
CENTER 1/4
CORNER OF
SECTION 14 PER (1)
CONTROL, RECOVERY AND RETRACEMENT MAP
LOCATED IN THE NORTH ONE-HALF OF SECTION 141TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.
DESCHUTES COUNTY, OREGON
SURVEYED: DUNE - DECEMBER, 2021
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 0.7- 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"
CS07683 "PLAT OF 1-D RANCH ESTATES" FILED 02/16/1978
420
401763.95
3307803.01
HELD - 1/2" IR
CS02369 FILED 08/24/1964
SHEET INDEX
SHEET
DESCRIPTION
1
SHEET INDEX, PROJECT CONTROL, SECTIONAL MONUMENTS, REFERENCE
SURVEYS, NARRATIVE
2
DESCHUTES MARKET ROAD STATION 8+00 TO 15+80
3
DESCHUTES MARKET ROAD STATION 15+80 TO 18+30
HAMEHOOK ROAD 5+00 TO 6+00
4
DESCHUTES MARKET ROAD STATION 18+30TO END
5
HAMEHOOK ROAD STATION 6+00 TO END
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, 10-17-1980
(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
CALCULATED N 1/16
CORNER OF SECTION 14
NO MONUMENT FOUND
N: 403089.76
E: 3307798.60
O °C
U U
N
HAMEHOOK ROAD
SHEET 5
3
(N89-55'14"W 1331.86')(3)
S89'48'11"W 1328.44'
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
2
403089.29
3308781.85
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
3
403134.83
3308397.64
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
4
403093.19
3307766.54
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
5
403146.05
3307343.25
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
6
403094.57
3306937.56
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
7
403101.58
3307295.06
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
8
403319.84
3307S44.86
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
9
403621.02
3307621.66
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
10
403996.49
3307809.37
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
12
404940.92
3307810.22
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"
REGISTERED
PROFESSIONAL
LAND SURVEYOR
Y�
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2023
A
2
FOUND 5/8" IR
HELD AS THE
NORTHEAST
1/16TH CORNER
OF SECTION 14
PER PLAT OF
RONALD ACRES (3)
101
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
SHEET 1 OF 5 1TH/CLG 03/30/2022 DCO-02
CONTROL., RECOVERY AND RETRACEMENT MAP
LOCATED IN THE NORTH ONE-HALF OF SECTION 14,TOWNSNIP 17 SOUTH, RANGE 12 EAST, W.M.
DESCHUTES COUNTY, OREGON
SURVEYED: DUNE - DECEMBER , 2021
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
LONG CHORD
C1
466.18'
42*01'46"
341.97'
N70035'13"E, 334.35'
C1(10)
466.18'
42'01'46"
341.97'
N70035'14"E, 334.35'
C2
436.18'
42001'46"
319.96'
N70'35'13"E, 312.84'
C2(10)
436.18'
42001'46"
319.96'
N70*35'14"E, 312.84'
C3
406.18'
42001'46"
297.95'
N70035'13"E, 291.32'
C3(10)
406.18'
42001'46"
297.95'
N70035'14"E, 291.32'
LEGEND:
C# -
CURVE IDENTIFIER, SEE TABLE.
-
CALCULATED POINT, NO MONUMENT
• -
RECOVERED SURVEY MONUMENT - HELD IF
NOTED IN TABLE.
### -
RECOVERED SURVEY MONUMENT POINT
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
(######)(#) -
RECORD BEARING/DISTANCE PER
REFERENCES (SEE SHEET 1)
-
SET HHPR CONTROL POINT AS NOTED IN
11
TABLE.
-
QUARTER SECTION CORNER
14
- - - -
- - - DIMENSIONING LINE
RESOLVED SECTIONAL LINE
--
RESOLVED CENTERLINE OF ROAD
0 25 50 100
SCALE. 1" = 50'
WUNTY SURVEYOF1
ABBREVIATIONS:
1/2"IR RPC =1/2" IRON ROD (REBAR) W/ RED PLASTIC
FOUND MONUMENT TABLE
DESCHUTES
MARKET RD.
POINT
NORTHING
EASTING
DESCRIPTION - HELD IF NOTED
ORIGIN
STATION
OFFSET
112
403145.17
3307560.96
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"
C515641 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
29.7511
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
CAP INSCRIBED "HHPR CONTROL"
COGRID
= DESCHUTES COUNTY GRID POINT
COID
= CENTRAL OREGON IRRIGATION DISTRICT
CONTROL POINT TABLE
DESCHUTES
CS
= DESCHUTES COUNTY SURVEY RECORDS
MARKET RD.
IP
= IRON PIPE
IR
= IRON ROD
POINT
NORTHING
EASTING
DESCRIPTION
STATION
OFFSET
OCRR
= OREGON CORNER RESTORATION RECORD
OPC
= ORANGE PLASTIC CAP
5
403146.05
3307343.25
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
12+94.67
24.78L
PUE
= PUBLIC UTILITY EASEMENT
ROW
= RIGHT OF WAY
6
403094.57
3306937.56
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
8+92.76
25.48L
RPC
= RED PLASTIC CAP
W/
= WITH
7
403101.58
1 3307295.06
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
12+47.74
21.0211
YPC
= YELLOW PLASTIC CAP
EP
= END PROJECT
a
0
G2 0
0
_ 6 Jr
• . . . . . -
119
/ oo G3
`10
°o,
120 �
QO.
PC: 8+04.27
N:403022.06
E:3306877.14
000- 121
SEE B
2 THIS D HEI
12ET DETAIL B
MONUMENTS 121 & 122
N.T.S.
63545 DESCHUTES MARKET RD
DOCUMENT NUMBER 2006-38404
TAX LOT 171214BA00500
117 •
114 PT: 11+24.23 5 S88'23'S4"E 388.05'
112
CYi
N:403126.04 DESCHUTES MARKET ROAD (S88 23 53 E 388.05 )(10)
FE:3307172.19
o
PI: 15+12.76 N89'45'16"E 70.36'
0
N:403115.18 (N89'45'17"E 70.28')(10)
Wo
u' (S88°23'53"E 388.53')(10)
E:3307560.56
u+ N89'45'16"E 70.84'
W
_
o o S88°23'54"E 388.53'
0
o
0 0
I� o ��
0 (N89 45 17 E 70.76 )(10)
115 7 (S88023'53"E 389.011)(10)
m
W
W
S88o23'54"E 389.01'
N89045'16"E 71.33'
113
(N89°45'17"E 71.25')(10)
63480 DESCHUTES MARKET RD
DOCUMENT NUMBER
2013-002781
TAX LOT 171214BDO0200
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
63500 DESCHUTES MARKET RD
DOCUMENT NUMBER
2015-042292
TAX LOT 171214BDO0100
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
X
Nov
_%j
00
cc
RENEWS: 6-30-2023
SHEET 2 OF 5 JTH/CLG 03/30/2022 DCO-02 1
LEGEND:
C# -
CURVE IDENTIFIER, SEE TABLE.
A -
CALCULATED POINT, NO MONUMENT
• -
RECOVERED SURVEY MONUMENT - HELD IF
NOTED IN TABLE.
### -
RECOVERED SURVEY MONUMENT POINT
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
(######)(#) -
RECORD BEARING/DISTANCE PER
REFERENCES (SEE SHEET 1)
A -
SET HHPR CONTROL POINT AS NOTED IN
11
TABLE.
COS -
QUARTER SECTION CORNER
14
- - - -
- - - DIMENSIONING LINE
RESOLVED SECTIONAL LINE
-
RESOLVED CENTERLINE OF ROAD
0 10 20 40
SCALE: 1" = 20'
63545 DESCHUTES MARKET RD
DOCUMENT NUMBER 2006-38404
TAX LOT 171214BA00500
CONTROL, RECOVERY AND RETRACEMENT MAP
LOCATED IN THE NORTH ONE-HALF OF SECTION 141TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.
DESCHUTES COUNTY, OREGON
SURVEYED: DUNE - DECEMBER, 2021
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 SEE SHEET 4
YPC = YELLOW PLASTIC CAP
EP = END PROJECT
111 \
N
wow
W
w
Ln al
W o
W
PC: 15+83.60
N :403115.49
E:3307631.41
THE OWNERSHIP OF THE STRIP OF LAND
LYING SOUTH OF THE ONE -SIXTEENTH LINE
AND NORTH OF DOCUMENT NUMBER
2015-042292 IS UNKNOWN.
108
18 00 _O
�I
U
w
U_
01
w.
z
J
d'
WI
z
w
U
3000,
v
Q / 30 001
O?
Q�
�J
1,
00
/
0
L� L
ni _
N
-1
r-1
0
0
z
L00
63500 DESCHUTES MARKET RD
DOCUMENT NUMBER 2015-042292
TAX LOT 171214BDO0100
M
136 • N
� N
N
CALCULATED J
NORTH 1/16TH 3.66'
CORNER OF
SECTION 14
1
110
14
FOUND MONUMENT TABLE
DESCHUTES
MARKET RD.
POINT
NORTHING
EASTING
DESCRIPTION - HELD IF NOTED
ORIGIN
STATION
OFFSET
108
403272.47
3307757.54
HELD - 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
18+29.47
30.02L
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
HELD - 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS2390"
CS15641 FILED 12/10/2003
15+83.55
30.00L
136
403102.15
3307778.57
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
2" ALUMINUM CAP - ILLEGIBLE - IN MONUMENT BOX
CS14170 FILED 09/11/2000
17+06.53
64.7011
HAMEHOOK RD.
107 j
403085.44
3307803.96
1/2" IR
TCS02369 FILED 08/24/1964
5+05.64
30.6311
Cj
63490 HAMEHOOK RD
DOCUMENT NUMBER 2020-01208
TAX LOT 171214ABOO400
CONTROL POINT TABLE
DESCHUTES
MARKET RD
POINT
NORTHING
EASTING
DESCRIPTION
STATION
OFFSET
4
403093.19
3307766.54
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
16+84.67
67.9611
HAMEHOOK RD
14
403181.08
3307829.62
1/2" IR W/RPC INSCRIBED "HHPR CONTROL"
5+30.67
65.19L
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
LONG CHORD
C4
126.83'
89'51'24"
198.91'
N4404934"E, 179.14'
C4(10)
126.83'
89051'20"
198.90'
N44049'37"E, 179.13'
C5
156.83'
89051'24"
245.96'
N44'49'34"E, 221.51'
C5(10)
156.83'
89051'20"
245.95'
N44049'37"E, 221.50'
C6
186.83'
89051'24"
293.00'
N4404934"E, 263.89'
C6(10)
186.83'
89`51'20"
292.99,
N44'4937"E, 263.88'
C7
75.00'
89031'08"
117.18'
S44051'42"E, 105.62'
C7(3)
75.00'
89038'00"
117.33'
N44036'47"W, 105.73'
C8
186.83'
63029'14"
207.02'
N58000'39"E, 196.59'
C9
186.83'
26022'10"
85.99'
N13'04'57"E, 85.23'
N
W
HAMEHOOK ROAD DESCHUTES COUNTY SURVEYOR
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Harper
REGISTERED PROFESSIONAL HP Houf Peterson
LAND SURVEYOR
Righelfis Inc.
o x� ,
63495 HAMEHOOK RD
DOCUMENT NUMBER 2002-56155
TAX LOT 171214AC00201
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2023
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 03/30/2022 DCO-02
5
m
w
LU
_
ui
LLj
L1J
cn
109
•
CONTROL, RECOVERY AND RETRACEMENT MAP
LOCATED IN THE NORTH ONE-HALF OF SECTION 14,TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.
DESCHUTES COUNTY, OREGON
SURVEYED: DUNE - DECEMBER, 2021
FOUND MONUMENT TABLE
DESCHUTES
MARKET RD.
POINT
NORTHING
EASTING
DESCRIPTION - HELD IF NOTED
ORIGIN
STATION
OFFSET
108
403272.47
3307757.54
HELD - 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
HELD - 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 %S 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
33.4711
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
5/8" IR 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
63545 DESCHUTES MARKET RD
DOCUMENT NUMBER 2006-38404
TAX LOT 171214BA00500
13
125
126
N00°06'08"W 1142.96'
108 o N00°06'03"W 1142.99')(10)
DESCHUTES MARKET ROAD o
0 0
0 0
n o N00006'08"W 1142.96' N w
0 0 0o N00006'03"W 1142.97)(10) o o.
0 0
0
o /
-7
q N00006'08"W o
110 \-PT:18+29.56
N:403272.60
E:3307787.56
rCHDESOUTESCOUNTYV
oL' Oi ?o,zZ
63490 HAMEHOOK RD
DOCUMENT NUMBER 2020-01208
TAX LOT 171214ABOO400
0 25 50 100
SCALE. 1" = 50'
RONALD ACRES
8.67'
w
Q
J
w
Q
Q
LEGEND:
C# -
CURVE IDENTIFIER, SEE TABLE.
0 -
CALCULATED POINT, NO MONUMENT
• -
RECOVERED SURVEY MONUMENT - HELD IF
NOTED IN TABLE.
### -
RECOVERED SURVEY MONUMENT POINT
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
(######)(#) -
RECORD BEARING/DISTANCE PER
REFERENCES (SEE SHEET 1)
A - SET HHPR CONTROL POINT AS NOTED IN
11 TABLE.
C - QUARTER SECTION CORNER
14
- - - - - - - 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
YPC
= YELLOW PLASTIC CAP
EP
= END PROJECT
NOTE FOR MONUMENT #138, NORTH ONE -QUARTER CORNER OF SECTION 14
WE FOUND A DRILL HOLE IN A PLATE OF STEEL BELOW THE ASPHALT ROADWAY SURFACE AT THE LOCATION OF THE NORTH
ONE -QUARTER CORNER OF SECTION 14. THIS DRILL HOLE WAS USED FOR OUR DATA OF THE CORNER. THE UNDERLYING
MONUMENT WAS NOT TIED. OUR COORDINATES AND REFERENCES RELATIVE TO THE DRILL HOLE FALL WITHIN REASONABLE
TOLERANCES PER OCRR 1967. WE ANTICIPATE WORKING WITH THE COUNTY SURVEYORS OFFICE TO COORDINATE THE REMOVAL
OF THE PLATE DURING THE CONSTRUCTION PHASE OF THE PROPOSED ROADWAY TO EXPOSE THE MONUMENT AND TIE IT'S
PROPER LOCATION.
129
wl
o EP:29+72.52
o l N:404415.56
E:3307785.52
� 138
N 1/4 CORNER OF SECTION 14
SEE DETAIL OF REFERENCE
MONUMENTS THIS SHEET
12
REGISTERED
PROFESSIONAL
LAND SURVEYOR
` OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2023
DETAIL FOR NORTH ONE -QUARTER
CORNER OF SECTION 14
REFERENCE MONUMENTS
1" = 30'
p 141
�
0
H
w
Q I
� fw
H
N
7
w
140 tU/) o m _
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\2 ^ N. rn
SEE NOTE FOR
1 138 #138 ABOVE
129
63°13 �6� /1�1 2Q�° MARGARET
LANE
139
� �
128
I
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
SHEET 4 OF 5 JTH/CLG 03/30/2022 DCO-02
F9
f�� 2o7s�
CONTROL, RECOVERY AND RETRACEMENT MAP
LOCATED IN THE NORTH ONE-HALF OF SECTION 141TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.
DESCHUTES COUNTY, OREGON
SURVEYED: DUNE - DECEMBER , 2021
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
1" 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
CS09663 "PLAT OF RONALD ACRES" FILED 09/08/1972
8+54.09
30.00L
135
403141.69
3308461.29
1/2" IR
CS09663 "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
3309781.85
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�'
g,�y0
63490 HAMEHOOK RD 106
DOCUMENT NUMBER 2020-01208
TAX LOT 171214ABOO400 0 0
oN
Lr;r-
WW
m¢
M oV
00
00
SCOTT
CIRCLE
a,
C\R,s�oo
tc=S4s o 0
,o�0 o
le>rn
m
133
-SO0022'44"W 25.00'
° 1 11 1
63480 HAMEHOOK RD
DOCUMENT NUMBER 2013-002781
TAX LOT 171214ABOO500
LEGEND:
C# -
CURVE IDENTIFIER, SEE TABLE.
-
CALCULATED POINT, NO MONUMENT
• -
RECOVERED SURVEY MONUMENT - HELD IF
NOTED IN TABLE.
### -
RECOVERED SURVEY MONUMENT POINT
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
(######)(#) -
RECORD BEARING/DISTANCE PER
REFERENCES (SEE SHEET 1)
A - SET HHPR CONTROL POINT AS NOTED IN
11 TABLE.
- QUARTER SECTION CORNER
14
- - - - - - - 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
0 25 50 100
SCALE: 1" = 50'
z z
(N00 3413 E 25.00 )(3)
(Yi
210.64' (210.55'&3) 132
50.00' r4 135
103
W100
I'-
o
S89°37'16"E 1235.09' _f-
(N89°25'47"W 1235.02')(3) 3
o
M
0
,
�1OM^
...1.
tn
00 0
00 o S89°37'16"E 1328.53' N
- - - - - - - - - -
0 0 0 N892547 W'1331. 6 3
m
w ��
- - ---------`---
�y� 0-4o00
- o o ¢
w
M
C) 0
HAMEHOOK ROAD 0 0
0 00 ��
12.99' (12.88')(3) "' N
101
t ^
105 S89037'16"E
2
63495 HAMEHOOK RD
DOCUMENT NUMBER 2002-56155
TAX LOT171214AC00201
63475 HAMEHOOK RD
TAX LOT 171214ACOOIOO
DESCHUTES COUNTY SURVEYOR
o� o� zozZ Y CC)11-ns
FC
GISTERED
FESSIONAL
D SURVEYOR
7 G'
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2023
Harper
HP t
Houf Peterson
Righelfis Inc.
EN GIN E E R S •PLAN N ERS
LANDSCAPE ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
SHEET 5 OF 5 JTH/CLG 03/30/2022 DCO-02