HomeMy WebLinkAboutSurvey 20482Deschutes County Official Records 2021 _19213
Nancy Blankenship, County Clerk
03/26/2021 11:33 AM
D-PP Cnt=1 Stn=7 AP
PARTITION PLAT Ivn.
A 259.81 ACRE PARTITION LOCATED IN THE SW1/4 OF SECTION 7, THE NW114
OF SECTION 18 AND THE N1/2 OF THE S1/2 OF SECTION 18, T14S, R12E, W.M.,
DESCHUTES COUNTY, OREGON
DESCHUTES COUNTY PLANNING FILE: 247-20-000023-MP
OWNER'S DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, FRED W. NETTER, TRUSTEE OF THE FRED W.
NETTER TRUST U/T/A AUGUST 26, 1999 AND TERESA H. NETTER, TRUSTEE OF THE TERESA H.
NETTER TRUST U/T/A AUGUST 26, 1999, ARE THE OWNERS OF THE LANDS SHOWN ON THIS
DESCHUTES COUNTY PARTITION NO. 247-20-000023-MP, THE BOUNDARY OF WHICH IS MORE
PARTICULARLY DESCRIBED IN THE ATTACHED SURVEYOR'S CERTIFICATE, AND THAT WITH THE
CONSENT OF BANK OF EASTERN OREGON, AS A TRUST DEED BENEFICIARY, WE CAUSED THE
SAME TO BE SURVEYED, PARTITIONED, AND PLATTED INTO PARCELS AS SHOWN HEREON, AND
THAT WE DO HEREBY SUBMIT FOR RECORD AND APPROVAL SAID PARTITION, AND THAT WE DO
HEREBY DEDICATE TO THE PUBLIC FOREVER ANY RIGHT-OF-WAY SHOWN HEREON, LOCATED
WITHIN THE DESCRIPTION OF THE ATTACHED SURVEYOR'S CERTIFICATE, THAT HAS NOT BEEN
PREVIOUSLY DEDICATED.
FRED W. NETTER
TRUSTEE OF THE FRED W. NETTER TRUST U/T/A AUGUST 26, 1999
TRUSTEE OF THE TERESA H. NETTER TRUST U/T/A AUGUST 26, 1999
BANK OF EASTERN OREGON
PRINTED NAME AND TITLE
ACKNOWLEDGMENT
STATE OF OREGON )
)SS
COUNTY OF DESCHUTES )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME FREELY AND VOLUNTARILY ON
THIS �Q DAY OF M ajN, 2021 BY FRED W. NETTER.
ma�KAAw
NOTARY PUBLIC
PRINTED NAME. _1_"__ W I C. M CAN 0M
NOTARY PUBLIC - OREGON
COMMISSION NO: ` -A 05 ."-S1
MY COMMISSION EXPIRES d .� VAi 20
ACKNOWLEDGMENT
STATE OF OREGON )
)SS
COUNTY OF DESCHUTES )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME FREELY AND VOLUNTARILY ON
THIS I DAY OF �' C� 2021 BY TERESA H. NETTER.
NOTARY`PUBLIC — , C
PRINTED NAME: S
NOTARY PUBLIC - OREGON
COMMISSION NO: -0 S
MY COMMISSION EXPIRES r 20�0` .
2osi-
ACKNOWLEDGMENT
STATE OF 0 C t Ckb Y1 )
COUNTY OF �Qe-Z00C t� ASS
ON THIS DAY OF )Nos c ` 2021, BEFORE ME PERSONALLY
_Dh
APPEARED `e��C C WHO BEING DULY SWORN, STATED
THAT HE/SHE IS A OF BANK OF EASTERN OREGON WHO
IS AUTHORIZED TO EXECUTE THE FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT
TO BE THE VOLUNTARY ACT AND DEED OF THE BANK.
lA
NOTARY PUBLIC
PRINTED NAME: MQC\A
NOTARY PUBLIC - OREGON
COMMISSION NO: `-1d
MY COMMISSION EXPIRES y 20 .
SURVEYOR'S CERTIFICATE
I, JERRY D. STICHLER, OREGON REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2527, HEREBY
CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE
LANDS SHOWN ON THIS DESCHUTES COUNTY PARTITION NO. 247-20-000023-MP, THE
BOUNDARY OF WHICH BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.
BEGINNING AT THE INITIAL POINT, A 5/8" IRON ROD LOCATED AT THE SOUTHWEST CORNER OF
SECTION 7, T 14S, R 12E, W.M.; THENCE N00' 13'31 "W - 1293.28 FEET ALONG THE WEST LINE
OF THE SW1/4 OF SAID SECTION 7 TO THE SOUTHERLY RIGHT-OF-WAY LINE FOR JOE BUCK
AVENUE; THENCE N89'30'22"E - 2239.69 FEET ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE
TO THE WESTERLY RIGHT-OF-WAY LINE FOR LOWER BRIDGE WAY; THENCE FOLLOWING THE ARC
OF A NON -TANGENT 602.96 FEET RADIUS CURVE TO THE LEFT A DISTANCE OF 113.56 FEET
(THE LONG CHORD OF WHICH BEARS S24' 18'39 "E - 113.39 FEET) ALONG SAID WESTERLY
RIGHT-OF-WAY LINE; THENCE S29"4222"E - 541.42 FEET ALONG SAID WESTERLY RIGHT-OF-
WAY LINE; THENCE FOLLOWING THE ARC OF A 924.93 FEET RADIUS CURVE TO THE RIGHT A
DISTANCE OF 482.41 FEET (THE LONG CHORD OF WHICH BEARS S14'45'52"E - 476.96 FEET)
ALONG SAID WESTERLY RIGHT-OF-WAY LINE; THENCE SOO' 10'38 "W - 2835.67 FEET ALONG SAID
WESTERLY RIGHT-OF-WAY LINE; THENCE FOLLOWING THE ARC OF A 746.20 FEET RADIUS
CURVE TO THE LEFT A DISTANCE OF 530.18 FEET (THE LONG CHORD OF WHICH BEARS
S20' 10'39 "E - 519.10 FEET) ALONG SAID WESTERLY RIGHT-OF-WAY LINE TO THE NORTHERLY
RIGHT-OF-WAY LINE FOR MCKENZIE CANYON ROAD; THENCE S67'5326"W - 1588.99 FEET
ALONG SAID NORTHERLY RIGHT-OF-WAY LINE TO THE EAST LINE OF THE NW114 OF THE
SW 1 /4 OF SECTION 18, T 14S, R 12E, W.M.; THENCE N00'03'26 "W - 1031.35 FEET ALONG THE
EAST LINE OF SAID NW114 SW 1 /4 TO THE NORTHEAST CORNER OF SAID NW114 SW 1 /4;
THENCE S88'5227"W - 1368.78 FEET ALONG THE NORTH LINE OF SAID NW114 SW 1 /4 TO
THE NORTHWEST CORNER OF SAID NW114 SW1/4; THENCE N00'00'27"E - 2638.75 FEET
ALONG THE WEST LINE OF THE NW114 OF SAID SECTION 18 TO THE POINT OF BEGINNING.
PARCEL CONTAINS ±259.810 ACRES SUBJECT TO ALL EASEMENTS, RESTRICTIONS, AND RIGHT-
OF-WAY OF RECORD PERTAINING TO THE ABOVE DESCRIBED LANDS.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
03/ 17/21
OREGON
A LY = 1991
JERRY D. STICHLER
2527
RENEWS 6130122
GENERAL NOTES
1. AN INGRESS AND EGRESS EASEMENT PER INSTRUMENT NO. 186-598 RECORDED JULY 18,
1972 IN OFFICIAL DESCHUTES COUNTY DEED RECORDS IS SOMEWHAT BLANKET IN NATURE
HOWEVER IT APPEARS TO BE LOCATED WITHIN THE EXISTING RIGHT-OF-WAY FOR MCKENZIE
CANYON ROAD. IT IS THEREFORE NOT SHOWN HEREON
2. AN INGRESS AND EGRESS EASEMENT PER INSTRUMENT NO. 186-676 RECORDED JULY 20,
1972 IN OFFICIAL DESCHUTES COUNTY DEED RECORDS IS LISTED AS AN ENCUMBRANCE BY
DESCHUTES COUNTY TITLE REPORT ORDER NO. DE13166. THE DESCRIPTION OF THE
ENCUMBERED PROPERTY CONTAINED WITHIN SAID DOCUMENT PLACES THE EASEMENT WEST
OF THESE LANDS AND IT IS THEREFORE NOT SHOWN HEREON.
3. AN INGRESS AND EGRESS EASEMENT PER INSTRUMENT NO. 2011-16299 RECORDED MAY 2,
2011 IN OFFICIAL DESCHUTES COUNTY DEED RECORDS IS LISTED AS AN ENCUMBRANCE BY
DESCHUTES COUNTY TITLE REPORT ORDER NO. DE13166. THE DESCRIPTION OF THE
ENCUMBERED PROPERTY CONTAINED WITHIN SAID DOCUMENT PLACES THE EASEMENT WEST
OF THESE LANDS AND IT IS THEREFORE NOT SHOWN HEREON.
$25.00 $11.00 $61.00 $10.00 $6.00
INDEX
SHEET 1 - OWNER'S DECLARATION, ACKNOWLEDGMENTS, SURVEYOR'S CERTIFICATE, GENERAL
NOTES, WATER RIGHTS STATEMENT, APPROVALS AND NARRATIVE.
SHEET 2 - BASE MAP, LEGEND, CORNER NOTES, LINE TABLE, CURVE TABLE AND BASIS OF
BEARINGS.
SHEET 3 - DETAILS 'A', 'B', 'C', 'D' AND 'E'.
WATER RIGHTS STATEMENT
THESE LANDS HAVE AN ADJUDICATED 185.0 ACRES OF WATER RIGHTS ON CERTIFICATES ISSUED
TO THREE SISTERS IRRIGATION DISTRICT. SAID WATER RIGHTS ARE PROPOSED TO BE ALLOCATED
TO PARCELS 1, 2 AND 3 AS SHOWN HEREON.
APPROVALS
3 --;� //26 q
1
THREE SISTERS IRRIGATION DISTRICT DATE
I HEREBY CERTIFY THAT ALL TAXES ARE PAID T T IS DATE.
),2
DESCH T S COUNTY TAX T DATE
51,L - 0
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES, AND OTHER
CHARGES REQUIRED BY LAW TO BE PLACED ON THE 2020-2021 TAX ROLL WHICH BECAME A
LIEN OR WILL BECOME A LIEN ON THIS PARTITION DURING THIS TAX YEAR BUT NOT YET
CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION HAVE BEEN PAID.
k 10 %
j2M 3 i-.22 •.2V21
DESCHUT S OUNTY SESSOW DATE
D U S COUNTY SURVEYOR DATE
; ,/�cov"T'If &V67WEM 3 - �2 - a t
DESCHUTES COUNTY ROAD DEPARTMENT DATE
Itzza av 3-as-ao2,
DESCHUTES COUNTY ENVIRONMENTAL NEALTH DIRECTOR DATE
z —
ESCHUTES COUNN PLANNING DIRECTOR DATE
DESCHUTE COUNTY BOARD F COMMISSIONERS DATE
SIGNATURE BY THE BOARD OF COMMISSIONERS CONSTITUTES ACCEPTANCE BY THE COUNTY OF
ANY DEDICATION MADE HEREON TO THE PUBLIC.
THE PURPOSE OF THIS SURVEY WAS TO PARTITION A PORTION OF THE LANDS AS DESCRIBED
BY WARRANTY DEED INSTRUMENT NO. 2019-18413. THE DESCRIPTION CONTAINED WITHIN SAID
DEED INCLUDES A PORTION OF NW114 SW 1 /4 OF SECTION 18 HOWEVER THE PARENT PARCEL
FOR THIS PARTITION IS PARCEL 3 OF PARTITION MJP-81-07 AFTER A SUBSEQUENT BOUNDARY
ADJUSTMENT (CS00181) THAT REMOVED A PORTION LYING SOUTH OF MCKENZIE CANYON ROAD.
PRELIMINARY APPROVAL OF THE PARTITION WAS GRANTED BY DESCHUTES COUNTY PLANNING
FILE 247-20-000023-MP. RECORD SURVEYS INCLUDED COUNTY ROAD DEPARTMENT SURVEY
OF LONG HOLLOW ROAD DATED 1923, MP-79-203 (CS00162), CS00163, CS00179,
MJP-79-53 (CS00180), MJP-81-07 (CSO0164), CS00122, LOT LINE ADJUSTMENT MP-82-01
(CS00181), CSO4245, CS 13295, CSO4950 AND CS 12599.
SECTION CORNER, 114 CORNER AND 1116 CORNER SURVEY MONUMENTS WERE LOCATED AND
HELD AS SHOWN HEREON. THE WEST 114 CORNER OF SECTION 7 APPEARS TO HAVE BEEN
SET IN ERROR PER CS00163 AS DISCOVERED BY CSO4245. THIS CAUSED THE SW CORNER
FOR PARCEL 2 OF MJP-81-07 (CSO0164) TO BE SET WEST OF THE SECTION LINE AS NOTED.
I HELD THE FOUND CS00164 MONUMENTS FOR JOE BUCK ROAD ALIGNMENT ONLY AS SHOWN.
ORIGINAL AXLES WERE FOUND AND HELD FOR THE CENTERLINE OF LOWER BRIDGE WAY AS
INDICATED. THE RECORD 1923 ALIGNMENT WAS ROTATED AND SCALED SLIGHTLY TO FIT THE
FOUND AXLES AND THEN A TANGENT DISTANCE WAS ADJUSTED f4.5 FEET NORTH TO MEET UP
WITH THE CS 12599 MONUMENT AT THE INTERSECTION OF MCKENZIE CANYON ROAD. SAID
CS12599 MONUMENT AND RECORD DIMENSIONS ALONG THE 1116 LINE PER CS00180 WERE
HELD TO DEFINE THE ALIGNMENT FOR MCKENZIE CANYON ROAD. THE C-W 1116 CORNER OF
SECTION 18 WAS CALCULATED PER INSTRUCTIONS. WITH ALL BOUNDARIES OF THE PARENT
PARCEL BEING DEFINED, RESULTING PARCELS WERE THEN CALCULATED PER THE APPROVED
TENTATIVE PLAN AND MONUMENTS WERE SET ACCORDINGLY. AT THE REQUEST OF THE CLIENT,
THIS SURVEY ALSO SET THE SW CORNER OF THE COMMON OWNERSHIP AREA WITHIN THE
NW114 SW 1 /4 OF SECTION 18 AS SHOWN.
DESCHUTES COUNTY SURVEYOR'
FlLED 3 29 BY: Ovrrk.¢�T
PREPARED FOR:
FRED W. NETTER TRUST
5771 SW ELKHORN LANE
TERREBONNE, OREGON 97760
PREPARED BY:
PRECISION LAND
SURVEYING, INC.
P.O. BOX 2062
REDMOND, OREGON 97756
(541) 548-6092
MARCH 17, 2021
SHEET 1 OF 3
DRAWN BY: J.S.
JOB NO. 19/151
EDSC: NETTER PART
ACAD: 19151PART
$113.00
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114 COR. (1
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2021 -1 I
A 259.81 ACRE PARTITION LOCATED
IN
THE SW114 OF SECTION 7, THE NW114
OF SECTION 18 AND
THE N112
OF THE
S112 OF SECTION 18,
T14S, R12E, W.M.)
DESCHUTES C 0 UNT Y,
OREG ON
DESCHUTES COUNTY PLANNING FILE:
247-20-000023-MP
"
SCALE 1 " = 300'
=
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0 150 300 600 FT.
DESCHUTES COUNTY SURVEYOR
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LEGEND
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PARCEL 3
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8.256 AC.
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N 561.35
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121� 7
SEC. COR. �2
INITIAL 1
POINT 3 18
1/4 COR. 04
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N69'30'22
N89'30'22 "E N 2239.69
N 560.07
N
2
PARCEL 2 W
7.530 AC. o
0.0 AC. WATER 00
;n
0
Z
.54,34„E 555 2-0N78
N89'30'22 "E N 1094.13
JOE BUCK AVENUE
O
-. ?/L-•------•-
1/4 COR.
N88'54'59 "E N 2699.04
(S89'01'10"W N 2699.60)R3
(N89'01'10"E N 2699.60)R4
(S88'58 57"W N 2699.40)R5,R8
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to
connn I
cnoNto
Z2 N 2
2fi-�::
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243.978 AC.
185.0 AC. THREE SISTERS
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LINE TABLE
CURVE TABLE
NUMBER
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD BEARING
CHORD LENGTH
C1
602.96
10'4726"
113.56
S24'18'39"E
113.39
C2
924.93
924.92
29'53'00"
29'50'36"
482.41
481.76
S14'4552"E
476.96
476.33 R6
C3
746.20
40'42'34 "
530.18
S20' 10'39 "E
519.10
C4
602.96
05'55'06"
62.28
S15*5723"E
62.25
C5
746.20
04'55'57"
64.24
S42'5955 "E
64.22
C6
716.20
09'2628"
118.01
N50' 11 '07"W
117.88
C7
716.20
45'38'31 "
570.53
N22'3838 "W
555.56
C8
716.20
716.20
55'04'59"
55'05'00"
688.54
688.E R 1
N27021 '52"W
662.33
C9
954.93
954.93
29'53'00"
29'53'00"
498.06
498.1 R 1
N 14'45'52"W
492.43
C 10
572.96
10'47'26"
107.91
N24' 18'39 "W
107.75
C11
572.96
40'46'34"
407.76
NO1'28'21 "E
399.21
C 12
572.96
572.96
51 '34'00"
51'34'00"
515.67
515.7 R1
NO3'5522 "W
498.44
C 13
746.20
15'49'02"
206.00
N32'3725 "W
205.34
C14
746.20
22'55'52"
298.65
N29'04'00"W
296.66
C 15
766.20
22*26'01 "
300.00
N28'49'04 "W
298.09
S88'52'27"W - 1368.78
( 1 (N88'58'49"E N1357.14)R68
SEE DETAIL 'D' ON
-., -SHEET 3 THIS AREA
NUMBER
BEARING
DISTANCE
L 1
N89'30'22 "E
44.92
L2
N89'30'22"E
50.00
L3
N00'2938"W
40.00
L4
NOO'29'38"W
40.00
L5
N89'30'22 "E
50.00
L6
NOO' 13'31 "W
N00'36'21 "W
60.00
60.00 R6
L 7
N89'30'22 "E
7.43
L8
NOO'03'26"W
N00' 13'34 "W
209.08
210.94 R6
L9
N00'03'26"W
(N00' 13'34 "W
64.74
64.54)R6
L 10
N54'54'21 "W
N55'30'W
373.49
3 73.8R 1
L 11
N00' 10'38 "E
N00'25'W
373.49
373.8 R 1
L 12
NOO' 10'38 "E
N00'25'W
1254.83
I 254.9 R 1
LINE TABLE
0
c.>
(N88.56'34"E N 2714.55)R5
(N88'58 49 E 2714.28)R4 U
N88'52'27"E N 2714.01
- N88'52'27"E N 1345.23
(N88'56'34"E N 1345.50)R5,R8
T O
�0
NUMBER
BEARING
DISTANCE
L 13
N29'42'22 "W
N30' 18'W
254.83
254.9 R 1
L 14
N29'42'22 "W
N30' 18'W
276.77
277.1 R 1
L15
N21'51'38"E
N21 ' 16'E
276.77
2 77. 1R 1
L 16
N44'32'06 "E
30.00
L 17
S89'4922 "E
30.00
L 18
N60' 17'38 "E
30.00
L 19
N71 '05'04 "E
30.00
L20
N00' 10'01 "W
NOO'05'35"W
273.80
273.94 R8
L21
N00'03'26"W
NOO'01 ' 12 "E
273.82
273.94)R8
L22
N67'5326"E
119.29
L23
N00'02'54 "W
217.85
L24+N72-23'5
67'532NFE-7�
21.05
L25
20.00
30' -
30' -
(LONG HOLLOW RD.) 60' R/W PER -
COMM. JOURNAL VOL. 1, PAGE 497.
SEE DETAIL '8' ON SHEET 3 1
3
Q)
co O
N� CD
�0 W
op N
N ? O
W3
in
00
SFNF
( )R1
( )R2
( )R3
( )R4
( )R5
( )R6
( )R7
( )R8
( )R9
( )R10
( )R11
D. C. D. R.
D. C. 0. R.
FOUND MONUMENT AS NOTED. REFER TO RESPECTIVE CORNER
NOTE ON THIS SHEET.
FOUND 5/8" IRON ROD PER MJP-81-07 (CS00164) BY JAN
M. WICK FILED 1111611981.
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED
"LS2527 ".
LINE DESIGNATION - REFER TO TABLE ON THIS SHEET FOR
DATA.
CURVE DESIGNATION - REFER TO TABLE ON THIS SHEET FOR
DATA.
CORNER NOTE DESIGNATION - REFER TO CORNER NOTES ON
THIS SHEET.
DIMENSION LINE.
SECTIONAL SUBDIVISION LINE SHOWN FOR REFERENCE ONLY.
NOT DRAWN TO SCALE.
MONUMENT SEARCHED FOR - NOTHING FOUND OR SET.
RECORD OR CALCULATED DATA PER MAP IN COUNTY ROAD
DEPT. RECORDS OF LONG HOLLOW ROAD (LOWER BRIDGE
MARKET ROAD NO. 8) BY ROBERT B. GOULD DATED 1923.
RECORD DATA PER MP-79-203 (CS00162) BY ROBERT R.
POVEY DATED 1011111979.
RECORD DATA PER CS00163 BY ROBERT R. POVEY FILED
0212111980.
RECORD DATA PER CS00179 BY ROBERT R. POVEY FILED
0212111980.
RECORD DATA PER MJP-79-53 (CS00180) BY CLELL
GOODWIN FILED 0312111980.
RECORD DATA PER MJP-81-07 (CS00164) BY JAN M. WICK
FILED 1111611981.
RECORD DATA PER CS00122 BY JAN M. WICK FILED
0311711982.
RECORD DATA PER LOT LINE ADJUSTMENT (CS00181) BY
RICHARD CLARK FILED 0412211982.
RECORD DATA PER CSO4245 BY LYNN J. BRUNO FILED
0712511991.
RECORD DATA PER CS 13295 BY PARNELI J. PERKINS FILED
0611011998.
RECORD DATA PER CSO4950 BY WILLIAM D. LYCHE DATED
1112711974.
DESCHUTES COUNTY DEED RECORDS.
DESCHUTES COUNTY OFFICIAL RECORDS.
CORNER NOTES
1. 1/4 CORNER - FOUND 3" DIA. BRASS CAP ON 3" IRON PIPE IN CANAL
ROAD MARKED "T14S 1/4 R11E R12E S12 S7 1991 PLS2335" PER
CSO4245 BY LYNN J. BRUNO FILED 0712511991. 3/4" IRON PIPE PER
CS00163 NOT SEARCHED FOR THIS SURVEY.
2. SECTION CORNER - FOUND 5/8" IRON ROD OF UNKNOWN ORIGIN.
CSO4950, BY WILLIAM D. LYCHE DATED 1112711974, IS THE FIRST
RECORD SURVEY NOTING A FOUND 5/8" IRON ROD AT THIS LOCATION.
SUBSEQUENT SURVEYS CS00163, CS00179, CS00180, CS00164,
CS00122, CS00181, CSO4245 AND CS13295 NOTE FINDING A 5/8"
IRON ROD. SEVERAL SURVEYS NOTE THE 5/8" IRON ROD TO BE PER
LYCHE'S SURVEY.
3. 1/4 CORNER - FOUND 3/4" IRON PIPE IN PAVEMENT OF LOWER
BRIDGE WAY PER CS00179 BY ROBERT R. POVEY FILED 0212111980.
4. 1/4 CORNER - FOUND 5/8" IRON ROD OF UNKNOWN ORIGIN INSIDE
OF 3" IRON PIPE. CSO4950, BY WILLIAM D. LYCHE DATED 1112711974,
IS THE FIRST RECORD SURVEY NOTING A FOUND 5/8" IRON ROD AT
THIS LOCATION. SUBSEQUENT SURVEYS CS00179, CS00180 AND
CS00181 NOTE FINDING A 5/8" IRON ROD. CS00180 NOTES THE 5/8"
IRON ROD TO BE PER LYCHE'S SURVEY.
5. C 1/4 CORNER - FOUND 2" DIA. ALUMINUM CAP ON 5/8" IRON ROD IN
EAST SHOULDER OF LOWER BRIDGE WAY MARKED "DESCHUTES COUNTY
PUBLIC WORKS T14S R12E C1/4 S18 LS2140" PER OCRR NO. 1098
BY THOMAS S. BLUST DATED 01/2111992.
6. SW 1/16 CORNER - FOUND 5/8" IRON ROD f 1.0 BELOW GRADE PER
I CS00180 BY CLELL GOODWIN FILED 0312111980.
7. CENTERLINE P.l. - FOUND I" DIA. IRON AXLE f 1.0 BELOW GRADE OF
I GRAVEL ROAD PER SURVEY OF LONG HOLLOW ROAD (LOWER BRIDGE
MARKET ROAD NO. 8) BY ROBERT B. GOULD DATED 1923.
8. CENTERLINE P.I. - FOUND 1" DIA. IRON AXLE IN EASTERLY SHOULDER
OF LOWER BRIDGE WAY PER SURVEY OF LONG HOLLOW ROAD (LOWER
BRIDGE MARKET ROAD NO. 8) BY ROBERT B. GOULD DATED 1923.
9. R/W INTERSECTION - FOUND 3/4" IRON PIPE WITH YELLOW PLASTIC
' CAP MARKED "POVEY & ASSOC." f0.4 BELOW GRADE OF GRAVEL ROAD
PER CS12599 BY WILLIAM G. BAHRKE FILED 0610411996.
\ 10. SECTION CORNER - FOUND CHISELED "X" ON TOP NEAR SOUTH EDGE
c, ` OF 18" X 18" STONE FIRMLY PLANTED IN GROUND WITHIN A COLLAR
q'' OF STONES PER CSO4950 BY WILLIAM D. LYCHE DATED 11/2711974.
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AND EASEMENT PER 346-2905
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PREPARED FOR:
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BASIS OF BEARINGS
°-,° BASE BEARING DETERMINED FROM CPS OBSERVATIONS USING WGS84 "SINGLE POINT POSITION"
AT A CONTROL POINT SET IN A CONVENIENT LOCATION. A LOCAL TRANSVERSE MERCATOR MAP
PROJECTION WAS THEN APPLIED WITH THE FOLLOWING PARAMETERS AND REAL TIME
O OBSERVATIONS WERE USED AND INDEPENDENTLY CHECKED USING CONVENTIONAL METHODS.
c° BASE LATITUDE: 44.22'02.43409" N. BASE LONGITUDE: 121'21'06.02240" W.
\ ASSUMED BASE NORTHING: 5000.00 FT. ASSUMED BASE EASTING: 5000.00 FT.
3 o ELLIPSOID: WGS84 SCALE: 1.0001262285 PROJECT HEIGHT.- 2654.74 FT.
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OF SECTION 18 AND THE N1 /2 OF THE S1 /2 OF SECTION 18, T14S, R12E, W.M. ,
DESCHUTES COUNTY, OREGON
DESCHUTES COUNTY PLANNING FILE: 247-20-000023—MP
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PER INST. NO. 346-2905.
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STATUTORY WARRANTY DEED 357-138
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RECORDED MAY 18, 1982 IN D. C. D. R.
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LBK RANCH PARCEL 1 (SEE CS00181).
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PORTION WARRANTY DEED 2019-18413
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RECORDED JUNE 4, 2019 IN D.C.O.R.
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PORTION GOVT. LOT 3
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DETAIL 'D' SCALE 1 " = 300'
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AVENUE 10'
DETAIL B-1 1 " = 100'
DETAIL B-2 1 " = 100'
DETAIL 'B' SCALE 1 " = 300'
CENTERLINE LOWER BRIDGE WAY
CENTER LINE EXISTING OVERHEAD ---�-
UTILITIES. NO EASEMENT LISTED
PER DESCHUTES COUNTY TITLE
REPORT ORDER NO. DE13166.
EASEMENT MAY BE IMPLIED PER
INST. NO. 346-2905.
DETAIL 'E' SCALE 1.90 = 100'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
P?AA.)�,'N)-:ZOjLkUA 03/ 17/21
OREGON
JULY A 1991
JERRY D. STICHLER
2527
RENEWS 6130122
DESCHUTES COUNTY SURVEYOR.
FILED 3 /) q 1;,oL BYes
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