HomeMy WebLinkAboutSurvey 20229SHEET ,°F° PARTITION PLAT A9,x0v1_1
wmlw�
LOT 1, A PORTION OF THE NORTHWEST ONE —QUARTER, SOUTHWEST ONE —QUARTER, AND
SOUTHEAST ONE -QUARTER OF SECTION 32 & ALL OF SECTION 33, TOWNSHIP 15 SOUTH,
RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY FILE 71 1-19-000154-RMP
DATE: APRIL, 2020
DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS:
THAT OREGON DEPARTMENT OF STATE LANDS. OWNER OF THE LAND DESCRIBED ON THE ANNEXED MAP AND MORE
PARTICULARLY DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE, HAS CAUSED THE SAME TO BE SURVEYED,
PARTITIONED, AND PLATTED INTO PARCELS AS SHOWN ON THIS PLAT, AND HEREBY DEDICATE TO THE PUBLIC FOREVER, THE
STREET RIGHT-OF-WAY AND PUBLIC UTILITY EASEMENTS, AND HEREBY GRANT THE INGRESS -EGRESS EASEMENT FOR THE
BENEFIT OF PA CEL 2. r
VICKI WALKER, DIRECTOR DATE
OREGON DEPARTMENT OF STATE LANDS
ACKNOWLEDGMENT
STATE OF
" ' } SS
COUNTY OF
THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY OF�&x,
.2020 TO BE A FREE AND VOLUNTARY ACT AND DEED BY VICKI WALKER, DIRECTOR, OREGON
DEPARTMENT OF STATE S.
NOTtRV SIGNATURE '
m&\,55P, i - Peve
NOTARY PUBLIC - OREGON
COMMISSION NO.
MY COMMISSION EXPIRES _C)b
IVIuvc A 1 q zo 22_
APPROVALS
S"- v-z0v
ESCHUTES COUNTY SURVEYOR
DATE
CENT ON IRRIGATION DISTRICT
DATE
'511 t bto L
CITY OF REDMOND PUBLIC WORKS DIRECTOR
I
DATE
CITY WREDMOND DEPUTY CITY MANAGER
DATE
CITY OF RED ND PLANNING MANAGER DATE
a#7 ^41
DESCHUTES COUNTY COMMISSIONER DATE
NOTE: SIGNATURE BY THE CITY OF REDMOND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY
DEDICATION MADE HEREIN TO THE PUBLIC.
I HEREBY CERTIFY TAXES ARE PAID AS OF THIS DATE.
ZAj,VMA0K.o, 6m * 4&Abc- S16.1000) L0
DESCHUTGS COUNTY TREASURER & TAX COLLECTOR DATE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES
REQUIRED BY LAW TO BE PLACED ON THE 2019-2020 TAX ROLL WHICH BECAME A LIEN ON THIS PLAT
DURING THIS TAX YEAR BUT NOT YET CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION HAVE BEEN
PAID TO ME.
aul. 5/6!.20'x'%
DESCHUTES UNTY SESS DATE
�l�.ED 5 Z8)I'oD�Y= I: D-wwvmv��
WATER RIGHTS STATEMENT
THERE ARE NO WATER RIGHTS APPURTENANT TO THESE LANDS.
SURVEYOR'S CERTIFICATE
I JASON L. SIMES, REGISTERED PROFESSIONAL LAND SURVEYOR 83256PLS, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND
MARKED WITH PROPER MONUMENTS, THE LANDS SHOWN ON THE ACCOMPANYING MAP, LOCATED IN LOT 1, A PORTION OF THE NORTHWEST
ONE -QUARTER, SOUTHWEST ONE -QUARTER, AND SOUTHEAST ONE -QUARTER OF SECTION 32, AND THE NORTHEAST ONE -QUARTER, SOUTHEAST
ONE -QUARTER, SOUTHWEST ONE -QUARTER, AND NORTHWEST ONE -QUARTER OF SECTION 33, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE
MERIDIAN, CITY OF REDMOND, DESCHTUES COUNTY, OREGON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, BEING A 3" ALUMINUM CAP AT THE NORTHWEST CORNER OF SAID SECTION 33: THENCE SOUTH
8T58'04" EAST ALONG THE NORTH LINE OF SAID SECTION 33 FOR 2,643.74 FEET TO A 2.5" BRASS CAP, SAID POINT BEING THE NORTH
ONE -QUARTER CORNER OF SAID SECTION 33; THENCE CONTINUING ALONG SAID NORTH LINE NORTH 89°57'02" EAST 2,642.56 FEET
TO A 2.5' BRASS CAP, SAID POINT BEING THE NORTHEAST CORNER OF SAID SECTION 33; THENCE ALONG THE EAST LINE OF SAID
SECTION 33 SOUTH 0004110" WEST 2,637.05 FEET TO A 3' BRASS CAP, SAID POINT BEING THE EAST ONE -QUARTER CORNER OF SAID
SECTION 33; THENCE CONTINUING ALONG SAID EAST LINE SOUTH 0°24'01 " WEST 2,631.60 FEET TO A 3" BRASS CAP, SAID POINT
BEING THE SOUTHEAST CORNER OF SAID SECTION 33; THENCE ALONG THE SOUTH LINE OF SAID SECTION 33 SOUTH 89*49'18"
WEST 2,649.80 FEET TO A 3' BRASS CAP, SAID POINT BEING THE SOUTH ONE -QUARTER CORNER OF SAID SECTION 33: THENCE
CONTINUING ALONG SAID SOUTH LINE SOUTH 89°50'53" WEST 2,646.63 FEET TO A 3.25' ALUMINUM CAP, SAID POINT BEING THE
SECTION CORNER COMMON TO SECTIONS 32 AND 33, THENCE ALONG THE SOUTH LINE OF SAID SECTION 32 SOUTH 89'50'12" WEST
FOR 2,657.84 FEET TO A 3.25' BRASS CAP, SAID POINT BEING THE SOUTH ONE -QUARTER CORNER OF SAID SECTION 32; THENCE
CONTINUING ALONG THE SOUTH LINE OF SAID SECTION 32 SOUTH 89053'04'2 WEST 2.575.10 FEET TO A 5/8" IRON ROD WITH YELLOW
PLASTIC CAP MARKED "H.A. MCCOY ENGR", SAID POINT BEING ON THE EASTERLY RIGHT-OF-WAY LINE OF THE BURLINGTON
NORTHERN SANTA FE RAILROAD; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING COURSES: NORTH 2WO2'24"
EAST 1,015.65 FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED'H.A. MCCOY ENGR'; ALONG THE ARC OF A 5,629.65
FOOT RADIUS CURVE TO THE RIGHT, FOR AN ARC LENGTH OF 386.25 FEET, THROUGH A CENTRAL ANGLE OF 3°55'52" THE LONG
CHORD OF WHICH BEARS NORTH 30400120" EAST 386.17 FEET TO A 5/8" IRON ROD MARKED WITH YELLOW PLASTIC CAP MARKED "H.A.
MCCOY ENGR'; NORTH 31'058'16" EAST 436.20 FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED *HA. MCCOY ENGR';
NORTH 58'01'44" WEST 50.00 FEET TO A 5/8' IRON ROD WITH YELLOW PLASTIC CAP MARKED "H-A. MCCOY ENGR"; THENCE NORTH
31`58116" EAST 1,998.55 FEET TO A 3.25' BRASS CAP, SAID POINT BEING THE WESTERN MOST CORNER OF LOT 2; THENCE LEAVING
SAID RIGHT-OF-WAY LINE ALONG THE WESTERLY AND SOUTHERLY LINE OF SAID LOT 2 THE FOLLOWING COURSES: SOUTH 27'14'35"
EAST 416.99 FEET TO A 3.25" BRASS CAP; SOUTH 52`26'59" EAST 506.69 FEET TO A 3.25' ALUMINUM CAP, SAID POINT BEING ON THE
EAST -WEST CENTERLINE OF SAID SECTION 32: THENCE ALONG SAID EAST -WEST CENTERLINE NORTH 8T49'41" EAST 41.14 FEET TO
A 3.25" BRASS CAP, SAID POINT BEING THE CENTER OF SAID SECTION 32: THENCE CONTINUING ALONG SAID THE EAST -WEST
CENTERLINE OF SAID SECTION 32 NORTH 89055*59" EAST 2,659.04 FEET TO A 3.25" BRASS CAP, SAID POINT BEING THE QUARTER
CORNER COMMON TO SAID SECTIONS 32 AND 33; THENCE ALONG THE COMMON LINE BETWEEN SAID SECTIONS 32 AND 33 NORTH
0-06-52" EAST 2,649.22 FEET TO INITIAL POINT;
TOGETHER WITH THE FOLLOWING DESCRIBED PORTIONS OF THE SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER
AND A PORTION OF THE NORTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SAID SECTION 32, TOWNSHIP 15
SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON:
BEGINNING AT A 2" ALUMINUM CAP AT THE NORTHWEST ONE -SIXTEENTH CORNER OF SAID SECTION 32; THENCE NORTH W35'40"
EAST ALONG THE NORTH LINE OF SAID SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER 901.78 FEET TO A 2'
ALUMINUM CAP ON THE WESTERLY RIGHT-OF-WAY LINE OF THE BURLINGTON NORTHERN SANTA FE RAILROAD; THENCE ALONG SAID
WESTERLY RIGHT-OF-WAY LINE SOUTH 31058'16" WEST 1,713.07 FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP AT THE
INTERSECTION OF THE NORTH -SOUTH CENTERLINE OF THE SOUTHWEST ONE -QUARTER OF SAID SECTION 32 AND SAID WESTERLY
RIGHT-OF-WAY LINE; THENCE ALONG SAID NORTH -SOUTH CENTERLINE NORTH 0'58'33" EAST 131.44 FEET TO A 2" ALUMINUM CAP,
SAID POINT BEING THE CENTER -WEST ONE -SIXTEENTH CORNER OF SAID SECTION 32; THENCE NORTH 0"08'00" EAST 1,315.42 FEET
TO SAID NORTHWEST ONE -SIXTEENTH CORNER;
ALSO TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF THE SOUTHWEST ONE -QUARTER OF THE SOUTHWEST
ONE -QUARTER OF SAID SECTION 32, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND,
DESCHUTES COUNTY, OREGON:
BEGINNING AT A 2" ALUMINUM CAP AT THE SOUTH ONE -SIXTEENTH CORNER ON THE WEST LINE OF SAID SECTION 32: THENCE
ALONG THE WEST LINE OF SAID SOUTHWEST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER SOUTH 1 °23'58" WEST 803.70 FEET
TO A 5/8' IRON ROD WITH YELLOW PLASTIC CAP MARKED "OMAN 702" ON THE WESTERLY RIGHT-OF-WAY LINE OF THE BURLINGTON
NORTHERN SANTA FE RAILROAD; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE THE FOLLOWING COURSES: NORTH 28002'24"
EAST 592.58 FEET TO A 5/8' IRON ROD WITH YELLOW PLASTIC CAP; ALONG THE ARC OF A 5,929.65 FOOT RADIUS CURVE TO THE
RIGHT, FOR AN ARC LENGTH OF 323.74 FEET, THROUGH A CENTRAL ANGLE OF 3007'41 ", THE LONG CHORD OF WHICH BEARS NORTH
29"36114" EAST 323.70 FEET TO A 5/8" IRON ROD WITH YELLOW PLASCTIC CAP MARKED "H.A. MCCOY ENGR' AT THE INTERSECTION OF
SAID WESTERLY RIGHT-OF-WAY LINE WITH THE NORTH LINE OF SAID SOUTHWEST ONE -QUARTER OF THE SOUTHWEST
ONE -QUARTER; THENCE ALONG SAID NORTH LINE SOUTH 89°51147" WEST 418.84 FEET TO SAID SOUTH ONE -SIXTEENTH CORNER;
THE ABOVE DESCRIBED LANDS CONTAIN 940.02 ACRES OF LAND, MORE OR LESS.
CITY OF REDMOND SPECIAL PUBLIC UTILITY EASEMENT NOTE
THE PUBLIC UTILITY EASEMENT (PUE) SHALL BE USED TO CONSTRUCT AND MAINTAIN PUBLIC UTILITIES
(UTILITIES) INCLUDING BUT NOT LIMITED TO CITY WATER, SEWER AND STORM DRAINAGE UTILITIES AND GAS,
ELECTRICAL, PHONE AND COMMUNICATIONS SERVICES AND FOR UNRESTRICTED INGRESS AND EGRESS TO
AFFECTED PROPERTIES FOR THE PURPOSE OF INSTALLING, REPAIRING, TESTING, MAINTAINING, AND
REPLACING THE UTILITIES AND RELATED FACILITIES. THE PUE SHALL BE NON-EXCLUSIVE EXCEPT THAT THE
CITY AND UTILITIES SHALL HAVE THE EXCLUSIVE RIGHT TO CONSTRUCT. INSTALL, MAINTAIN AND OPERATE
THE UTILITIES, THEIR EQUIPMENT AND ALL RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE
PUE INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE THE REMOVAL OF
ANY OBSTRUCTIONS INCLUDING TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE AT THE
AFFECTED PROPERTY OWNER'S EXPENSE. PROPERTY OWNERS MAY USE THE SURFACE OF THE PUE
PROVIDED SUCH USE DOES NOT INTERFERE WITH THE CITY'S AND UTILITIES RIGHTS CONTAINED IN THIS
EASEMENT. PROPERTY OWNERS SHALL NOT PERMIT ANY OTHER USE OR UTILITIES TO BE LOCATED IN THE
PUE WITHOUT THE WRITTEN CONSENT OF THE CITY. APPROVED USES WITHIN THE PUE SHALL CONSIST OF,
BUT ARE NOT LIMITED TO, LANDSCAPING. PAVED DRIVEWAY OR PARKING AREAS, TRAILS, PATHS, SIDEWALKS
OR OTHER USES THAT WILL NOT AFFECT THE ABILITY OF THE CITY OR UTILITIES TO ACCESS THE PUE.
PROHIBITED USES SHALL CONSIST OF, BUT ARE NOT LIMITED TO. PERMANENT STRUCTURES, BUILDINGS, OR
ANY OTHER OBSTRUCTION, EXCAVATION OR ALTERATION OF THE PUE. THE PUE SHALL PERPETUALLY
ENCUMBER ALL AFFECTED PROPERTIES. CITY AND UTILITIES SHALL BE RESPONSIBLE FOR THE
MAINTENANCE OF THE UTILITIES AND RELATED FACILITIES LOCATED WITHIN THE PUE. ALL AFFECTED
PROPERTIES AND PROPERTY OWNERS SHALL BE RESPONSIBLE FOR LANDSCAPE AND SURFACE
MAINTENANCE WITHIN THE PUE. CITY AND UTILITIES USE OF THE PUE SHALL NOT UNREASONABLY
INTERFERE WITH OWNER'S USE OF ITS PROPERTY. THE CITY AND UTILITIES DO HEREBY AGREE TO DEFEND,
HOLD HARMLESS. AND INDEMNIFY AFFECTED PROPERTIES AND OWNERS, THEIR SUCCESSORS AND
ASSIGNS, FROM ANY CLAIM OF LIABILITY OR ANY OTHER CLAIM INVOLVING THE UTILITIES, OR ARISING OUT
OF THE UTILITIES USE OF THE PUE. UNLESS CAUSED BY PROPERTY OWNER'S NEGLIGENT OR WILLFUL
CONDUCT OR PROPERTY OWNER'S FAILURE TO FULFILL ITS MAINTENANCE OBLIGATIONS.
NARRATIVE
Deschutes County Official Records 2020_24158
Nancy Blankenship, County Clerk
' 01292073202000241580010018
05/27/2020 03.16 PM
D-PP Cnt=1 Stn=1 BN
$25.00 $11.00 $61.00 $10.00 $6.00
THE PURPOSE OF THIS PLAT IS TO PARTITION THE PROPERTY DESCRIBED AS 2007-29919, ACCORDING TO MY CLIENTS
INSTRUCTIONS AND ACCORDING TO CITY OF REDMOND FILE 711-19-000154-RMP.
SECTION 33 WAS ESTABLISHED BY HOLDING FOUND ONE -QUARTER AND SECTION CORNERS AS SHOWN.
$113.00
SECTION 32 WAS ESTABLISHED BY HOLDING FOUND ONE -QUARTER AND SECTION CORNERS AS SHOWN. THE WEST
ONE -QUARTER CORNER OF SECTION 32 FALLS IN HIGHWAY 97. THIS LOCATION WAS COMPUTED BY DISTANCE -DISTANCE
INTERSECTION USING RECORD DISTANCES PER O2 FROM THE SOUTH ONE -SIXTEENTH AND CENTER WEST ONE -SIXTEENTH
CORNERS. SECTION 32 WAS THEN SUBDIVIDED INTO QUARTERS AND QUARTER -QUARTERS USING PROPER SECTION
SUBDIVISIONAL METHODS PER THE BLM MANUAL OF INSTRUCTIONS.
LOT 1 OF SECTION 32 WAS ESTABLISHED BY HOLDING FOUND BLM MONUMENTS AS SHOWN FROM THE DEPENDENT
SURVEY OF SECTION 32, GROUP NO.2152, MARCH 15, 2007, KAISER.
THE BURLINGTON NORTHERN SANTA FE RAILWAY RIGHT OF WAY WAS ESTABLISHED BY SURVEYING THE AS -BUILT
CENTERLINE OF THE TRACKS. FOR THIS I SPLIT THE TRAIN TRACKS SOUTH OF THE SITE AND THROUGH THE SITE TO COME
UP WITH THE BEST FIT TANGENTS, THEN HELD RECORD CHORD DEFINITION OF THE 1° CURVE BETWEEN SAID TANGENTS.
THIS FIT WITH THE ASBUILT CENTERLILNE OF THE TRACKS FOR +/- 0.19. FOR STATIOINING I HELD THE NORTHERN PC/PT AS
RECORD STATION FROM THE RAILROAD RIGHT OF WAY MAP, THEN HELD RECORD DISTANCE ALONG THE TANGENT FOR
PLACEMENT THE RIGHT OF WAY JOGS.
THERE ARE TWO BPA TRANSMISSION LINES RUNNING THROUGH THE PROPERTY. FOR THIS 1 HELD RECORD DISTANCE
EASTERLY FROM THE NORTHWEST CORNER OF SECTION 32 ALONG THE NORTH LINE OF SAID SECTION. I THEN HELD
RECORD ANGLE FROM THE BPA MAPS CITED AS REFERENCES ()9 & ()10 AND RECORD DISTANCES TO CREATE THE ANGLE
POINT IN THE TRANSMISSION LINES. I THEN HELD RECORD ANGLES AND PROJECTED THE LINES UNTIL THEY INTERSECTED
THE SOUTH LINE SECTIONS 32 AND 33. THIS FITS WITH THE CENTERLINE OF POLE STRUCTURES.
THE SUBJECT PROPERTY IN SECTION 32 IS DESCRIBED AS BEING ALIQUOT AND LOT 1.1 HELD THE AFOREMENTIONED
ALIQUOT PARTS OF SECTION 32, LOT 1 AND THEIR TEMINATIONS AT THE BURLINGTON NORTHERN SANTA FE RAILWAY RIGHT
OF WAY.
THE WEST ONE -SIXTEENTH CORNER ON THE SOUTH LINE OF SAID SECTION 32 WAS ORIGINALLY SET BY HOLLINGSWORTH
DURING REFERENCE ()4.1 REJECT THIS CORNER POSITION DUE TO BEING ESTABLISHED BY IMPROPER METHODS.
HOLLINGSWORTH SET HIS CORNER AT THE MIDPOINT BETWEEN THE STANDARD CORNER OF SECTIONS 31 & 32 AND THE
SOUTH ONE -QUARTER OF SECTION 32 FOR ITS EAST -WEST RELATIONSHIP BUT BENT THE STANDARD PARALLEL THROUGH
THE LOCATION OF THE FOUND CLOSING CORNER BETWEEN SECTIONS 5 & 6 OF TOWNSHIP 16 SOUTH; RANGE 13 EAST. IN
DOING SO HE PLACED HIS MONUMENT NORTH OF THE STANDARD PARALLEL. CLOSING CORNERS FROM A JUNIOR SURVEY
ARE AN APPROXIMATION OF THE SENIOR LINE AND ARE NOT BE USED TO CONTROL THE SENIOR LINE EXCEPT IN THE MOST
EXTREME SITUATIONS. IN THIS CASE, HOLLINGSWORTH HAD RECOVERED THE ORIGINAL CONTROLLLING CORNERS ALONG
THE STANDARD PARALLEL AND SHOULD HAVE SET HIS MONUMENT AT THE TRUE MIDPOINT ON THE STANDARD PARALLEL.
AND AMEND THE FOUND CLOSING CORNER POSITION AND ESTABLISHED THE CLOSING CORNER LOCATION ON THE
STANDARD PARALLEL. THIS SURVEY DEPTICTS THE CORRECT LOCATIONS FOR SAID WEST ONE -SIXTEENTH CORNER AND
CLOSING CORNER.
THE BASIS OF BEARINGS IS N 0°05'52" E ALONG THE WEST LINE OF THE NORTHWEST ONE -QUARTER BETWEEN FOUND
MONUMENTS AS SHOWN BASED ON THE CENTRAL OREGON COORDINATE SYSTEM.
PLAT NOTES
1. PROPERTY SUBJECT TO THE TERMS AND CONDITIONS AS SET FORTH IN CITY OF REDMOND PLANNING
FILE NUMBER 711-19-000154-RMP.
2. PROPERTY SUBJECT TO AN IMPROVEMENT AGREEMENT RECORDED AS DOCUMENT NO.2020-1643.
DESCHUTES COUNTY OFFICIAL RECORDS.
3. PROPERTY SUBJECT TO A BPA ACCESS ROAD EASEMENT. BLM RIGHT OF WAY NUMBER OR 46977, RECORDED IN DOCUMENT NO.
2007 29919, DESCHUTES COUNTY OFFICIAL RECORDS. MAPPED.
4. PROPERTY SUBJECT TO PACIFICORP EASEMENT FOR A TRANSMISSION LINE PER BLM RIGHT-OF-WAY GRANT OR 17337, RECORDED IN
DOCUMENT NO.2007-29919, DESCHUTES COUNTY OFFICIAL RECORDS. MAPPED.
5. PROPERTY SUBJECT TO PACIFICORP EASEMENT FOR A TRANSMISSION LINE PER BLM RIGHT-OF-WAY GRANTOR 63985, RECORDED IN
DOCUMENT NO.2007-29919. DESCHUTES COUNTY OFFICIAL RECORDS. MAPPED.
6. PROPERTY SUBJECT TO A RIGHT OF WAY GRANT FOR FUTURE ROAD PURPOSES GRANTED TO DESCHUTES COUNTY ROAD
DEPARTMENT PER BLM RIGHT-OF-WAY GRANT OR-65448, RECORDED IN DOCUMENT NO.2009-54543, DESCHUTES COUNTY OFFICIAL
RECORDS. MAPPED.
SHEET INDEX
1. NARRATIVE, SURVEYOR'S CERTIFICATE, ACKNOWLEDGEMENT, APPROVALS,
PLAT NOTES, SHEET INDEX, WATER RIGHTS STATEMENT.
2. PARTITION PLAT MAP, LEGEND
3. DETAILS A & B, LEGEND
4. DETAILS C & D. CURVE TABLE, LINE TABLE, LEGEND
1, JASON L. SIMES, OREGON REGISTERED PROFESSIONAL LAND
SURVEYOR NO.83256PLS, HEREBY CERTIFY THIS IS A TRUE AND
EXACT COPY OF THE PLAT FILED IN THE DESCHUTES COUNTY CLERK'S
OFFi
�/27 ZoT�o
JASf5N L. SIMES DATE
REGISTERED
PROFESSIONAL
(LAND SUR)AEYOR
v OREGON
NOVEMBER 10, 2009
JASON L. SIMES
83256PLS
EXPIRES 6/30/20
N
0
IV
N
Q0
CS 2oZ2s
SHEET 2°F° PARTITION PLAT MOwl0wo(ot
SURVEYOR LOT 1, A PORTION OF THE NORTHWEST ONE -QUARTER, SOUTHWEST ONE -QUARTER, AND
� - SECTION 3 A OF SECTION 33 TOWNSHIP 15 SOUTH
SOUTHEAST ONE QUARTER OF SEC N 2 & ALL , ,
FILED S Z8 zoao y: Dtlnkdit- RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY FILE 71 1-19-000154-RMP
DATE: APRIL, 2020
WEST 1/16TH CORNER
QUARTER CORNER
5/8' IR, NO CAP PER O4
3" DCSO BC,
(N 88°2U00' E 1330.0214
(N 88°17'15' E 1330.91')4
SEE OCRR 1218.
PARCEL 1
(S 89°56'57' E 2643.66)5 PP1992-32 (N 89°57'59' E 2642.6515
3Q
29 (S 89-27-21' W 1330.8113
(S 89024'40' W 1330.90'j3
E 1330.91'
29
--
-
S W58'04' E 2643.74' -- 28 N W57W E 2642.56'
N 89°24'25' E 1330.83'
N 89*21'20'
BE-78a.50'
_ \ \ 438.44'�
32
/
S 89°46W W 2634.32'
32
33
2593.74' 33
31
32 (780.50j?? `\
�
(N 88°42`38" E 2634.30'}4
��\
37.50'
�
INITIAL POINT
�
50.00'
QUARTER CORNER
cr)
TO,
p
SECTION CORNER
3' AC, SEE OCRR 1596
�
2.5"GLO BC FOUND PER ()5, SET
DURING THE DEPENDENT RESURVEY OF
\',¢
�\
CO
co M c�
mo
\ �J,
T T
SECTION 28 BY BICKNELL GROUP N0.
0 0
r? `�'
62.50'1\ \ V (p
62 `�,��\\ \\\ c'��p�
M
f 50,
=
5' PUE
312. SPECIAL INSTRUCTIONS APPROVED
r
SECTION CORNER
\ 'r�`r�s
c�
"'r,
DOCUMENT NO.
r o a,
�- ^
N 89 55'32 E
NOVEMBER 9, i 953, SURVEY PARCEL 1
3
Lo �-
3' DSCO BC. SEE �' \1
�- \\ �\ �s
�
�' o
2005ti35613
0 0 0
co M
f
,.�
1320.E
APPROVED DULY 27, i954
140.00 ACRES
Lo � v
OCRR 1299.
s v\\
�r� z Z
r J
V,`
50.00' RIGHT-OF-WAY
c°SDv �'s
\\ \
c��
DEDICATION 1.53 ACREScu
1j $
z Z
SEE DETAIL A fi \
SHEET 3�' \\\6o'O
c
/
/
`� Evd
o
o
PARCEL 2
o
to 0
a 30' INGRESS/EGRESS EASEMENT
_
_ _ _ _ - - _ _ -
°r° c
�? a 'r l
'o
20.00 ACRES
o FOR BENEFIT OF PARCEL 2 GRANTED
I
\
(N $9 3858E 1319.40 3 •
"
I
cv B w
DOCUMENT NO.
T cr cc
to c\j co ¢ a
50.00
BY THIS PLAT
(
N 89°36'52" E 1318.91' 1
�
�\ \�t\
N 89"35'40' E 1319.43 /
1
N co
2011 3915
w m
1320.�'
3916.97' -
o
o o
N
� o co O u�
N 8905532' E 5286.97'
\ \ \ gal IV /
I NORTHWEST 1116 CORNER \ \\ \\\(901.5613 � @QD � i o � z � � rn 0 o
2" BLM AC PER ()3 \ / / 4,c� 1 0 `" o 0 o a o
P�1RC� 3 / 4• �```� I z cn z z m Z
ell
r � STATE OF OREGON j o \ \� G �ti �; (N 27°10'38" W 417.19`j3
S 27°14'35' E ' 416.99'
�j 0
y I 2� W UA \_� I ap o
1 6,
I N ■. \ co co
_ r 40' RIGHT-OF-WAY
911 O1 N t t' f� r � s� \ \\ ��'
0 0 o o *5'� /\� �� 1 (N 52°24'25" W 506.68'j3 GRANT PER
z z z CENTER WEST 1 16 CORNER ? z z ! \ \ S 52'26'59' E 506.69' DOCUMENT NO.
2" BLM AC PER ()3 V \� i (S 89°53'02' W 91.1313 (N 88°53'15' E 2660.0514 2009-54543 j
(N 88°45'15" E 1307.18')4 I , f �` 1 N f39°49'24' E 91.14'
(S 89°54'08" W 1307.1213 % (S BMW- W 2658.99'j3
I N 89°51'1 a" E 1307.12' % ! r+ , `, t N 89°55'59' E 2659.OW 32 33
I N 0005933' E r ,/ ,� (� \ ��`� CENTER OF SECTION 32
131-44' r f I \ N\ 3.25, BLM BC PER ()3
1 , r t N QUARTER CORNER _/4
M STATE OF OREGON i 62 5 ^ \ \\ 3.25" BLM BC PER ()3 I
ti N 58"O1'44" W I �� �, ! cn co
I
M 15a.aa' ,� + 62.50' r r
r v ti A 1 �t co
r, SOUTH 1 /16TH , f c°i ; 50' \ `\ Qe
N N _ , o a o S s�56'30• w \�•`\ Lq PARCEL 3
r o r r 'CORNER - N 58°01'44' W f _► o 0 0 \�Ls
I z Z cn 2" AC ()3 O 150.00' ► v z z z 64.34' �24 \tip co cl? 778.48 ACRES
v I CCENTERLINE EXISTING 29 o �`\N, 0 o`n, m o�
1 tx =tt, r I j j c\i ACCESS ROAD J� ��ss /�'SrQ co �iccl
ri
EASEMENT PER PLAT \�aS, sS�p cv `� co
C\,
1 G``i I I r o NOTE 3. SHEET 1 Fyn cfj W
L1 �' I - °' i 0
S 81 °24'30" E \cif v Ch N N
I j ti � 1 i f Q, � 1� � in � io
PARCEL --__-- fo -- _ 166.34''�\ oN;'�e*,
3 c,°/ i , + �' N 2601 Z420 W ( \ `�\ o 0 o g
V'` I lr j j 40.34' I S 37°31'35' W\ `N• cn z z
fl.`r' o q t i o ; I CENTER SOUTH 1/16TH CORNER 15.00' y1\;a \
m f N h, r c N 4°17'14" W rn ai rn _ �l9
m m r ci �' Q (I r I 1.5" AC OREGON STATE PARKS p \
r'I c.-'aoo! ! 98.66' _M `T' PER ()4 N 52°28'25' W '�\
W tw W W �Q SEE DETAIL B I a ��� r � W W I 139.00' ` \
o, in b � t SHEET 3�� p� ,i v N 8°50'07' E - s \ SEE DETAIL D
a = f "t c�v o ( EXISTING ACCESS ROAD �4^
a, o N co�v w4 f r( ,� , 75 �' I EASEMENT PER PLAT N 37031'35" E SHEET 4
z z z r.. / 00� y I ccj ► i` V Co o z NOTE 3, SHEET 1 15.00 i - `� `���- - - - - i QUARTER CORNER
^� cy�'�o'' �° SEE DETAIL C ! �f 866.5U
6 Q19'23 E z ? I \\ 1 3" BC. SEE OCRR 2014. -
= SHEET 4 µo ( STANDARD SECTION CORNER ci ��\ \
I i -- QUARTER CORNER I t` N i
F - r 1 ( 3.25' BLM BC ()3 SECTION 32 8c 33 i v a `N\ I
I 31 3 124�f31' a---. (+t Iff 1 1027.46' 32 3.25" BLM AC O3 i 32 33 618.73�
I 1168.35
• 1406.75' ( - 7 S 89°50'12' W 2657.84' 11 ^- \ `� S 89°50'S3' W 2646.63'
34.90'� 78.47' USA f 1 (1167.3014 EST 40.00 CH)1 - - - - - - - - - - ���\
I9518- 2575 4 0 - - -' j - j \ � \\ (WEST 40.00 CHj t
J BLM (N 88°46'00 E 2656.0614
7 S 99°53'04' W 2653.5�' (S 89°37'36' E 2657.75'j5 \
STANDARD CORNER (WEST 40.00 CH)1 \ N\
3.25" DCSO BC. SEE OCRR ` rr I I USA \ `�\
\ `N\
1311. t j � � ,
LEGEND INDICATES CALULCATED CLOSING QUARTER
( }5 RECORD INFORMATION PER PARTITION PLAT 1992-32,
0 INDICATES FOUND MONUMENT AS DESCRIBED, HELD � INDICATES CALCULATED POSITION, NOTHING SET CS11155, FILED 7/23/1992, TYE
UNLESS OTHERWISE NOTED.
INDICATES SET 5/8' X 24" IRON ROD WITH YELLOW PLASTIC O6 RECORD INFORMATION PER RECORD OF SURVEY CS18377,
INDICATES FOUND SECTION CORNER AS DESCRIBED, CAP MARKED "H.A. MCCOY ENGR' FILED 5/24/2012, BROADWATER
HELD UNLESS OTHERWISE NOTED.
()1 RECORD INFORMATION PER GENERAL LAND OFFICE ()7 RECORD INFORMATION PER RECORD OF SURVEY CS05033,
►f� � - - INDICATES FOUND QUARTER CORNER, HELD UNLESS SURVEY OF THE STANDARD PARALLEL, CONTRACT NO. 138, FILED 10/23/1991, OMAN
OTHERWISE NOTED. 1870, MCCLUNG
2 RECORD INFORMATION PER GENERAL LAND OFFICE ()8 RECORD INFORMATION PER RIGHT-OF-WAY MAP FOR THE
♦ INDICATES FOUND 2" ALUMINUM CAP PER ()3, HELD. () OREGON TRUNK RAILWAY, WORE-04-08, DATED 6/30/1916
SURVEY OF TOWNSHIP 15 SOUTH, RANGE 13 EAST,
■ INDICATES FOUND 3.25" ALUMINUM CAP PER ()3, HELD CONTRACT NO. 172,11/1872, MELDRUM ( )9 RECORD INFORMATION PER BPA RIGHT-OF-WAY MAP FOR
THE REDMOND KLAMATH FALLS LINE, DATED 2/21/1951,
INDICATES FOUND 3.25" BRASS CAP PER ( )3, HELD ( )3 RECORD INFORMATION PER DEPENDENT RESURVEY OF SHEET 1 OF 154 & DATED 3/20/1951 SHEET 4 OF 154
SECTION 32, GROUP NO.2152, MARCH 15, 2007, KAISER
♦ INDICATES FOUND 5/8' IRON ROD WITH YELLOW PLASTIC ()10 RECORD INFORMATION PER BPA RIGHT-OF-WAY MAP FOR
CAP MARKED OMAN 702 PER ()7, HELD ()4 RECORD INFORMATION PER RECORD OF SURVEY CS01433, THE REDMOND-BURNS NO. 1 LINE, DATED 2/29/1960, SHEET
FILED 12/14/1978, HOLLINGSWORTH 3 OF 125 & DATED 3/17/1960 SHEET 5 OF 125
33 STANDARD PARALLEL
S W491 W W 2649.80'
(WEST 40.00 CH)1
USA
AC ALUMINUM CAP
BC BRASS CAP
BLM BUREAU OF LAND MANAGEMENT
i1v ia6vl
I, JASON L. SIMES, OREGON REGISTERED PROFESSIONAL LAND
SURVEYOR NO.83256PLS, HEREBY CERTIFY THIS IS A TRUE AND
EXACT COPY OF THE PLAT FILED IN THE DESCHUTES COUNTY CLERK'S
OF E.
JA ON L. SIMES DATE
BOOK 422
28 27 PAGE 278
33 134
SECTION CORNER
2.5' GLO BC, SEE
OCRR 1266
m
co
c1l
M
O N
cn _
N
0
� o
0
v
om
O
C5?
co
b)
O
co
33 A 34
QUARTER CORNER J '
3' BC_ SEE OCRR 2015.
8z
ca
STANDARD CORNER
3' DCSO 8C. SEE OCRR
1294
T15S R13E 33 34
Ti 6S 1113E - i
BNSF BURLINGTON NORTHERN SANTA FE
BPA BONNEVILLE POWER ADMINISTRATION
CS COUNTY SURVEY NUMBER, DESCHUTES COUNTY
SURVEY RECORDS.
CH CHAIN
DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE
GLO GENERAL LAND OFFICE
PUE PUBLIC UTILITY EASEMENT
U.S.A
SCALE: V = 600'
FOR 18"X24" SHEETS
0 300' 600' 1200'
REGISTERED
PROFESSIONAL
[LAND SU RVZYO R
OREGON
NOVEMBER 10, 2009
JASON L. SIMES
83256PLS
EXPIRES 6/30/20
H.A. McCOY
£NGINEERING &SURVEYING LLC
UM SW LAKE PUCOM SUITE 2M
REDMOND, 0R. 9n%
(541) 923-7554
PREPARED FOR:
OREGON DEPARTMENT OF
STATE LANDS
775 SUMMER STREET NE, SUITE 100
SALEM. OR 97753
auS 2o22s
qewbbb
SHEET 3 OF 4
PARTITION PLAT
LOT 1, A PORTION OF THE NORTHWEST ONE -QUARTER, SOUTHWEST ONE -QUARTER, AND
SOUTHEAST ONE -QUARTER OF SECTION 32 & ALL OF SECTION 33, TOWNSHIP 15 SOUTH,
RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY FILE 71 1-1 9-000154-RMP
(N 69°38'S8" E 1319.40')4 /
N 8n5'40" E 1319.43'
126-67' , 112.07" 10.00' 663.03' 118.41' 299.24'
NW 1/16 CORNER �� ���' 901.78' (118.48')3 (299.36'}3
FOUND & HELD \ �� \ �� (901.56')3 EXISTING 10' PACIFICORP
2' BLM AC PER ()3 EASEMENT, SEE PLAT
50'W NOTE 5, SHEET 1
62.50
`\(i7.50' VARAIBLE WIDTH BPA /
EASEMENT PER BLM /� J W
RIGHT OF WAY GRANT/dam; '
\ �\ a ORE 02086, PER
�- p \ DOCUMENT NO. ,
i 50.00 I
2007-29919
de
_l
PARCEL 3 \ \ ` \ \ ` \/\ N 63'S8'57 E
'
125' BPA EASEMENT PER BLM
o Q RIGHT OF WAY GRANT ORE
10362, PER DOCUMENT NO.
r2007-29919LLI
a
O
T p 50' PACIFICORP DOCUMENT N0.
o g EASEMENT PER % y 1 9 N� - j 201 13915
? Z DOCUMENT NO. / \ / ��� \ pro Q off,,
2009-51289 \ ��° ems,
es
�/I 50.OU
,�
���/ j i I t 11r j
/ ��' Jj62.50'1
CW 1 /16 CORNER -'162 50' rsS\ SrS 8?Sb d` /S
j
FOUND & HELD / i� j 28.00��sB
2' BLM AC PER ()3
Jim j PARCEL 3 \\
N 00°5833' E / + o j EXISTING ACCESS ROAD \ ��
131.44 /10.09 ';R; I EASEMENT PER PLAT NOTE
/ CENTERLINE EXISTING 20' --n t j 3, SHEET 1 \ `}
/ ACCESS ROAD EASEMENT
PER PLAT NOTE 3, SHEET 1 11 .00 i j \
/ �c ; I
1
' i ► ,' j
j
r 1
N 81°26'05' W ° r
t
EXISTING ACCESS ROAD t
EASEMENT PER PLAT NOTE f 15.00�3 jt 3, SHEET 1 j
j
o
S 26"34'152 W C/3
49.08'
�/' � ► j CENTERLINE EXISTING 2Q' DETAIL A
r j _ ! 1 •=200'
ACCESS ROAD EASEMENT c i j
PER PLAT NOTE 3. SHEET i i I I� j
S 8053'09" E
52.55'
tiy � 1
r
DATE: APRIL, 2020
4'50.00'
'
Or,
rso �v'�
/
co
a
h/
SOUTH 1116TH CORNER`'
2' AC PER ()3
►. �o do
Li
X6j
Lt
cm N
PARCEL 3
/
V
c - �?
,
Lo W
cm m o
10 m M h
co
W UJ W
- 90
N r Po
►_
m t-
Lo
r
/1
,!
j
Lo
O N
o N o o
N)
200.00, '
zT- O T-
z z z
1
/ 100.W
ry /
yh
ryrya
PARCEL 3
by
l�
co
T
I
68.71'
(65.9')8
3
32
N 90°00'00' W1 S 89053U4' W
34.91' 78.4T
DETAIL B
1 "=200'
50.00,
N 58°01'4,r W
50.W
b„ (50.0098
i c:r,r=nln
• INDICATES FOUND MONUMENT AS DESCRIBED, HELD
UNLESS OTHERWISE NOTED.
INDICATES FOUND SECTION CORNER AS DESCRIBED,
HELD UNLESS OTHERWISE NOTED.
►-l•� — INDICATES FOUND QUARTER CORNER, HELD UNLESS
OTHERWISE NOTED.
DESCHUTES OU TY SURVEYOR
5/- %1 f 20 •Dun_k_t1_bK—r�
REGISTERED
��� f L� ��• PROFESSIONAL
LAND SU„Ra(EYOR
I, JASON L. SIMES, OREGON REGISTERED PROFESSIONAL LAND
SURVEYOR NO, 83256PLS, HEREBY CERTIFY THIS IS A TRUE AND OREGON
EXACT COPY OF THE PLAT FILED IN THE DESCHUTES COUNTY CLERK'S NOVEMBER 10, 2009
oFFlc J AS0s3zs6PLSIMES
l M ES
2.��'�Z7�20 EXPIRES 6/30/20
JAS9N L. SIMES DATE
♦ INDICATES FOUND 2" ALUMINUM CAP PER ()3, HELD.
■ INDICATES FOUND 3.25" ALUMINUM CAP PER ()3, HELD
Q INDICATES FOUND 3.25" BRASS CAP PER ()3, HELD
• INDICATES FOUND 5/8" IRON ROD WITH YELLOW PLASTIC
CAP MARKED 'OMAN 70T PER ()7, HELD
INDICATES CALULCATED CLOSING QUARTER
INDICATES CALCULATED POSITION, NOTHING SET
O INDICATES SET 5/8" X 24, IRON ROD WITH YELLOW PLASTIC
CAP MARKED'H.A. MCCOY ENGR"
( )1 RECORD INFORMATION PER GENERAL LAND OFFICE
SURVEY OF THE STANDARD PARALLEL, CONTRACT NO.138,
1870, MCCLUNG
()2 RECORD INFORMATION PER GENERAL LAND OFFICE
SURVEY OF TOWNSHIP 15 SOUTH, RANGE 13 EAST,
CONTRACT NO. 172,11/1872, MELDRUM
()3 RECORD INFORMATION PER DEPENDENT RESURVEY OF
SECTION 32, GROUP NO.2152, MARCH 15, 2007, KAISER
()4 RECORD INFORMATION PER RECORD OF SURVEY CS01433,
FILED 12/14/1978, HOLLINGSWORTH
()5 RECORD INFORMATION PER PARTITION PLAT 1992 32,
CS11155, FILED 7/23/1992, TYE
()6 RECORD INFORMATION PER RECORD OF SURVEY CS18377,
FILED 5/24/2012, BROADWATER
()7 RECORD INFORMATION PER RECORD OF SURVEY CS05033,
FILED 10/2311991, OMAN
08 RECORD INFORMATION PER RIGHT-OF-WAY MAP FOR THE
OREGON TRUNK RAILWAY, V-ORE-04-08, DATED 6/30/1916
09 RECORD INFORMATION PER BPA RIGHT-OF-WAY MAP FOR
THE REDMOND KLAMATH FALLS LINE, DATED 2/21 /1951,
SHEET 1 OF 154 & DATED 3/20/1951 SHEET 4 OF 154
010 RECORD INFORMATION PER BPA RIGHT-OF-WAY MAP FOR
THE REDMOND-BURNS NO.1 LINE, DATED 2/29/1960, SHEET
3 OF 125 & DATED 3/17/1960 SHEET 5 OF 125
AC ALUMINUM CAP
BC BRASS CAP
BLM BUREAU OF LAND MANAGEMENT
BNSF BURLINGTON NORTHERN SANTA FE
BPA BONNEVILLE POWER ADMINISTRATION
CS COUNTY SURVEY NUMBER, DESCHUTES COUNTY
SURVEY RECORDS.
CH CHAIN
DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE
GLO GENERAL LAND OFFICE
PUE PUBLIC UTILITY EASEMENT
�$ 20229
4olow bb I
SHEET 4 OF 4
FOUND 1.5' AC PER ()4, NOT j
HELD DUE TO BE SET BY
IMPROPER METHODS. BEARS
N 2*4210" W 13.15' FROM
CALCLATED POSITION.
31U324--`
1326.79'
1485.23'
WEST ONE -SIXTEENTH CORNER:
CALCULATED AT MID POINT
BETWEEN SOUTHWEST AND SOUTH
ONE -QUARTER CORNERS OF
SECTION 32. NO MONUMENT SET.
AMENDED CLOSING CORNER:
FOUND RING OF STONE, TIED
CENTER PER O4, O6.
N 3037'52' E
13.70' --N
158.44'
STANDARD PARALLEL
CLOSING CORNER:
CALCULATED ON STANDARD
PARALLEL AT INTERSECTION
WITH SECTION LINE
BETWEEN SECTIONS 5 & 6 OF
TOWNSHIP 16 SOUTH, RANGE
13 EAST. NO MONUMENT SET.
OUARTER CORNER:
3.25" DCSO BC. SEE OCRR
1321.
6
PARTITION PLAT 001p -t
LOT 1, A PORTION OF THE NORTHWEST ONE -QUARTER, SOUTHWEST ONE -QUARTER, AND
SOUTHEAST ONE -QUARTER OF SECTION 32 & ALL OF SECTION 33, TOWNSHIP 15 SOUTH,
RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY FILE 71 1-19-000154-RMP
DATE: APRIL, 2020
� r
1 0 ►
(WEST 40.00 GH)1 o t
S 89°53'04" W 2653.58' co u�t
141.23' �t T15S
1168 35'
1 T16S i
1 t
o
CID
cocv
r 62.50 -�
�
r
+r l
r
cn
5
r
�o t
r
J
t � r
DETAIL C
1 "=100'
DESCHUTES COUNTY SURVEYOR
FILED 5/2-2oao By. Duv►
1 \\\sue
10.00, CENTERLINE EXISTING 29
' 10.00'-____ ACCESS ROAD EASEMENT PER
`PLAT NOTE 3, SHEET 1
142.99. -. L �X--n 3�
LINE
BEARING
DISTANCE
Li
S 8T51'47" W
418.84'
L2
N 2800224" E
592.58'
L3
N 32019'59" E
59.63'
L4
I N 19'1251" E
49.72'
L5
N 16044'52' W
13.65'
L6
N 7°00'54' W
29.34'
L7
N 4*07'13' E
31.20'
L8
S 6"19'53' E
25.58'
L9
S 3"2631' W
23.43'
L10
S 13°17'21" W
92.75'
L11
S 14°31'41" E
49.31'
L12
S 33015'41" E
1 48.35'
IN,
11 '.1
IN, \
f \. \
\r
1>3
cv) \ ?' . \ 50.00'
STANDARD SECTION CORNER ( `11 ` \
SECTION 32 & 33%32
EXISTING ACCESS ROAD�`�
3.25' BLM AC ()3EASEMENT PER PLAT 50.W `� \
NOTE 3, SHEET 1 ?36
\ \
618.73' �\ \
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
5629.65'
366.25'
305552'
S 30*0020' W
366.1 T
C2
5929.65'
323.74'
3'OT41'
N 29�36'14" E
323.70'
C3
5929.65'
83.09'
0048'10'
S 31034'100 W
83.09,
C4
5729.65'
393.11'
305652'
N 30°0020' E
393.03'
C5
60.00,
42.74'
40`49'01 *
N T2842' W
41.65'
C6
200.00'
45.79'
13°07'09'
N 25046'25' E
45.69'
C7
275.00'
172.60'
3505742'
N 101359* E
169.78'
C8
500.,00'
04.93'
T43'580
N 11 "52'53' W
64.83'
C9
500.00'
97.17'
11 0061OT
N 1 °26'51' W
97.02'
CIO
100.00,
18.24'
10027'06'
N 100620' W
18.22'
C11
45.00'
60.88,
Tr3V42'
N 3202528' E
56.34'
C12
60.00'
70.95'
67045'18'
N 37*18100 E
66.69
C13
300.00'
51.65'
9051'50'
N 8021'26' E
51.58'
C14
300.00'
145.65'
2r49'01'
N 0037'10' W
144.22'
C15
200.00'
65.39'
18°44'00'
N 2T53'41" W
65.19
C16
200.00'
134.35'
38629'16"
S 28004'45' W
131.84'
C17
300.00'
68.71'
13°0721'
N 2°1627' E
68.56'
C18
300.00'
114.80'
21°55'28"
S 15'14'58' E
114.19
C19
70.00'
107.94'
W21*00'
S 37'14'00' E
97.56'
C20
200.00'
123.7T
35"2724'
N 8°50'33' E
121.BU
RECORD CURVE INFORMATION PER 8
CURVE
I RADIUS
I ARC LENGTH
I DELTA ANGLE
C4
h 0(5729.65'A
390.00'
I 3°54'
DETAIL D
1 "=200'
1, JASON L. SIMES, OREGON REGISTERED PROFESSIONAL LAND
SURVEYOR NO.83256PLS, HEREBY CERTIFY THIS IS A TRUE AND
EXACT COPY OF THE PLAT FILED IN THE DESCHUTES COUNTY CLERK'S
OFFICE.
SIZE ZG
J ON L. SIMES DATE
LEGEND
• INDICATES FOUND MONUMENT AS DESCRIBED, HELD
UNLESS OTHERWISE NOTED.
INDICATES FOUND SECTION CORNER AS DESCRIBED,
HELD UNLESS OTHERWISE NOTED.
►0odlno INDICATES FOUND QUARTER CORNER, HELD UNLESS
OTHERWISE NOTED.
♦ INDICATES FOUND 2" ALUMINUM CAP PER ()3, HELD.
REGISTERED
PROFESSIONAL
[LAND SURVEYOR
v OREGON 4.1/
NOVEMBER 10, 2009
JASON L. SIMES
83256PLS
EXPIRES 6/30/20
■ INDICATES FOUND 3.25" ALUMINUM CAP PER ()3, HELD
Q INDICATES FOUND 3.25" BRASS CAP PER ()3, HELD
INDICATES FOUND 5/8" IRON ROD WITH YELLOW PLASTIC
CAP MARKED'OMAN 702" PER ()7, HELD
INDICATES CALUUCATED CLOSING QUARTER
INDICATES CALCULATED POSITION, NOTHING SET
0 INDICATES SET 5/8" X 24" IRON ROD WITH YELLOW PLASTIC
CAP MARKED `H.A. MCCOY ENGR"
01 RECORD INFORMATION PER GENERAL LAND OFFICE
SURVEY OF THE STANDARD PARALLEL, CONTRACT NO.138,
1870, MCCLUNG
()2 RECORD INFORMATION PER GENERAL LAND OFFICE
SURVEY OF TOWNSHIP 15 SOUTH, RANGE 13 EAST,
CONTRACT NO. 172,11/1872, MELDRUM
()3 RECORD INFORMATION PER DEPENDENT RESURVEY OF
SECTION 32, GROUP NO.2152, MARCH 15, 2007, KAISER
O4 RECORD INFORMATION PER RECORD OF SURVEY CS01433,
FILED 12/14/1978, HOLLINGSWORTH
()5 RECORD INFORMATION PER PARTITION PLAT 1992-32,
CS11155, FILED 7/23/1992, TYE
()6 RECORD INFORMATION PER RECORD OF SURVEY CS18377,
FILED 5/24/2012, BROADWATER
()7 RECORD INFORMATION PER RECORD OF SURVEY CS05033,
FILED 10/23/1991, OMAN
08 RECORD INFORMATION PER RIGHT-OF-WAY MAP FOR THE
OREGON TRUNK RAILWAY, V-ORE-04-08, DATED 6/30/1916
09 RECORD INFORMATION PER BPA RIGHT-OF-WAY MAP FOR
THE REDMOND KLAMATH FALLS LINE, DATED 2/21 /1951,
SHEET 1 OF 154 & DATED 3/20/1951 SHEET 4 OF 154
()10 RECORD INFORMATION PER BPA RIGHT-OF-WAY MAP FOR
THE REDMOND-BURNS NO.1 LINE, DATED 2/29/1960, SHEET
3 OF 125 & DATED 3/17/1960 SHEET 5 OF 125
AC ALUMINUM CAP
BC BRASS CAP
BLM BUREAU OF LAND MANAGEMENT
BNSF BURLINGTON NORTHERN SANTA FE
BPA BONNEVILLE POWER ADMINISTRATION
CS COUNTY SURVEY NUMBER, DESCHUTES COUNTY
SURVEY RECORDS.
CH CHAIN
DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE
GLO GENERAL LAND OFFICE
PUE PUBLIC UTILITY EASEMENT
�S 2o22s