HomeMy WebLinkAboutSurvey 21206E
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F'RLED I -- ----
SURVEYOR'S CERTIFICATE
OKSENH O LT ESTATES
FOR: F&S SOUTH 16, LLC
A REPLAT OF A PORTION OF PARCEL 2 AND ALL OF PARCEL 3, PARTITION PLAT NO. 2018-45, AS DESCRIBED IN
INSTRUMENT NUMBER 2022-19253, LOCATED IN THE SOUTHEAST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 14,
TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN, CITY OF LA PINE, DESCHUTES COUNTY, OREGON
CITY OF LA PINE FILE NUMBER: 01 SUB-19
I, ERIK J HUFFMAN, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF
OREGON, BEING FIRST DULY SWORN, DEPOSE AND SAY THAT I OR THOSE UNDER MY
DIRECT SUPERVISION HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER
MONUMENTS THE LAND SHOWN ON THIS SUBDIVISION PLAT MAP;
THAT THE INITIAL POINT IS A 5/8" REBAR WITH ORANGE PLASTIC CAP INSCRIBED
"BECON", BEING THE SOUTHWEST CORNER OF EVANS WAY ESTATES PHASE 1
RECORDED AS INSTRUMENT NUMBER 2022-12893 IN DESCHUTES COUNTY RECORDS,
AND THE FOLLOWING IS A TRUE AND CORRECT DESCRIPTION OF THE PROPERTY
PLATTED:
BEGINNING AT THE INITIAL POINT;
THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID EVANS WAY ESTATES PHASE 1
SOUTH 89°28'07" EAST 137.99 FEET;
THENCE, CONTINUING ALONG SAID BOUNDARY, SOUTH 00"38'58" WEST 16.14 FEET;
THENCE, CONTINUING ALONG SAID BOUNDARY, SOUTH 89°19'29" EAST 64.00 FEET;
THENCE, CONTINUING ALONG SAID BOUNDARY, SOUTH 89°26'11" EAST 477.56 FEET TO
A POINT ON THE EASTERLY LINE OF PARCEL 2 OF PARTITION PLAT 2018-45;
THENCE, LEAVING SAID SOUTHERLY BOUNDARY OF EVANS WAY ESTATES PHASE 1 AND
PROCEEDING ALONG THE EASTERLY BOUNDARY OF PARCEL 2 AND EASTERLY
BOUNDARY OF PARCEL 3 OF PARTITION PLAT 2018-45, SOUTH 00'33'46" WEST
1025.58 FEET;
THENCE, ALONG THE SOUTHERLY BOUNDARY OF SAID PARCEL 3, NORTH 89°27'30"
WEST 681.82 FEET;
THENCE, ALONG THE WESTERLY BOUNDARY OF SAID PARCEL 2 AND 3, NORTH
00"41'20" EAST 1042.03 FEET TO THE POINT OF BEGINNING.
CONTAINS 16.08 ACRES, MORE OR LESS.
MONUMENTS OF RECORD
DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS, THAT F&S SOUTH 16, LLC, AN
OREGON LIMITED LIABILITY COMPANY, AS OWNER OF THE LANDS SHOWN ON
THIS PLAT IN FEE SIMPLE, HAS CAUSED THE LANDS HEREIN DESCRIBED TO
BE SURVEYED AND PLATTED INTO LOTS AND STREETS ACCORDING TO THE
PROVISIONS OF O.R.S. CHAPTER 92; AND HEREBY DEDICATES THE RIGHT OF
WAY OF ERLING DRIVE, HALLIE WAY, RILEY DRIVE, BASSETT DRIVE, AND
ALLEYS SHOWN HEREON TO THE PUBLIC FOREVER; AND
HEREBY DEDICATES PUBLIC UTILITY EASEMENTS AS SHOWN HEREON TO THE
PUBLIC FOREVER; AND HEREBY SUBMIT FOR APPROVAL AND RECORD THIS
SUBDIVISION PLAT.
• Whr IV"
JON OK ENHOLT, MANAGER, OKSENHOLT PROPERTIES, LLC,
MANAGER, F&S SOUTH 16, LLC
ACKNOWLEDGMENT
STATE OF OREGON
DATE
THIS PLAT HAS BEEN EXAMINED AND APPROVED BY:
I HEREBY CERTIFY THAT ALL TAXES ARE PAID TO
THIS DATE.
Deschutes County Official Records
Steve Dennison, County Clerk 2023-29075
�aY t C Cl
l9.
r
01502031202300290750020026
D-PLAT Cnt=1 Pgs=2 Stn=6 11 /2212023 09:15 AM
$60.00 $11.00 $61.00 $10.00 $6.00 $148.00
� i o Zo15
DATE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES,
i SPECIAL ASSESSMENTS, FEES, AND OTHER CHARGES
Al REQUIRED BY LAW TO BE PLACED ON THE
OL72023-2024 TAX ROLL WHICH BECAME A LIEN OR
- WILL BECOME A LIEN ON THIS SUBDIVISION DURING
THIS TAX YEAR BUT NOT YET CERTIFIED TO THE TAX
COLLECTOR FOR COLLECTION HAVE BEEN PAID, TO
ME.
COUNTY OF DESCHUTES
ON THIS S`4 DAY OF 0OO\� 2023, BEFORE ME PERSONALLY
APPEARED JON OKSENHOLT, MANAGER, OKSENHOLT PROPERTIES, LLC,
MANAGER, F&S SOUTH 16, LLC, WHO BEING DULY SWORN, STATED THAT HE
IS THE AGENT THAT IS AUTHORIZED TO EXECUTE THE FOREGOING
INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE HIS VOLUNTARY
ACT AND DEED. f1
NOTARY PUBLIC
PRINTED NAME:
NOTARY PUBLIC-OREGON
COMMISSION NO. I�D�
MY COMMISSION EXPIRES 202!B
SURVEY REFERENCES
ff 3 - Z3
DESCHUTES OUNTYASSESSOR`*DATE
DESCHUTES COUNTY SURVEYOR DATE
71-�;P��11- !- 'a3
CITY OF L� PINE PLANNING DIRECTOR DATE
CITY Or" LA PINE PUBLIC WORKS MANAGER DATE
SIGNATURE BY THE CITY OF LA PINE CONSTITUTES
ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE
HEREIN TO THE PUBLIC.
Mlnov a3
DESCHUTES COUNTY BOARD DATE
OF COMMISSIONERS
WATER RIGHTS STATEMENT
THERE ARE NO WATER RIGHTS APPURTENANT TO
THESES LANDS.
LEGEND:
• MONUMENT FOUND AS NOTED, SEE MONUMENT LIST
0 SET 5/8" x 30- IRON ROD WITH ORANGE PLASTIC
CAP INSCRIBED "BECON"
O SET 5/8" x 30" IRON ROD WITH 2" ALUMINUM CAP
INSCRIBED "BECON"
O 5/8- x 30- IRON ROD WITH ORANGE PLASTIC
CAP INSCRIBED "BECON" SET IN PHASE 1, EVANS WAY
ESTATES (CS 20777) M ON UMF N1" rO UN 0
CALCULATED POSITION ONLY, NOTHING FOUND OR SET
(#) RECORD SURVEY MONUMENT INFORMATION
[#] SURVEY RECORD INFORMATION
P.P. PARTITION PLAT
ROW RIGHT OF WAY
PROPERTY BOUNDARY
NEW LOT LINE
RIGHT OF WAY CENTERLINE
ADJACENT PROPERTY LINE
----------------------- PUBLIC UTILITY EASEMENT
"S.C.E.
[1]
CS 11184 DEPENDENT RESURVEY AND PARTIAL SUBDIVISION SECTION 14
SURVEY NARRATIVE
(A)
5/ 8"
RE BAR
WITH
YELLOW PLASTIC
CAP
INSCRIBED
& S." SET IN 4
C ]
BY GLO (RIGBY) UNDER SPECEp�. tNSTRuGT(ONS
(B)
5/8"
REBAR
WITH
YELLOW PLASTIC
CAP
INSCRIBED
"S.C.E. & S." SET IN [4]
[2]
CS 20172 RECORD OF SURVEY, PROPERTY LINE ADJUSTMENT BY
DANIEL
THE PURPOSE OF THIS SURVEY WAS TO SUBDIVIDE AND MONUMENT A PORTION OF PARCEL 2
AND ALL OF PARCEL 3, PARTITION PLAT 2018-45, BEING THAT PROPERTY DESCRIBED IN
(C)
2-1/2" GLO
BRASS CAP 1 /16 CORNER
SET IN [11
INSCRIBED AS SHOWN
T. BURTON FILED MARCH 24, 2020
INSTRUMENT NUMBER 2022-19253, DESCHUTES COUNTY
OFFICIAL RECORDS, LOCATED IN THE SE
(D)
5/8"
REBAR
( NO
CAP SET IN 9]
) [
[3]
CS 14351 PART'ITI®R P,f' 0I -/ BY RICHARD BRYANT FILED
1 /4 OF THE SW 1 /4, SECTION 14, TOWNSHIP 22 SOUTH,
CITY OF PINE, DESCHUTES COUNTY, OREGON.
RANGE 10 EAST, WILLAMETTE MERIDIAN,
JANUARY 31, 2001
LA
(E)
5/8"
REBAR
WITH
YELLOW PLASTIC
CAP
INSCRIBED
"TYE ENGINEERING" SET IN
[9]
[ 4]
CS 19813 PARTITION PLAT NO. 2018-45 BY D. BURTON FILED
THE PROPERTY IS TO BE SUBDIVIDED INTO LOTS 13 THROUGH 61, HALLIE WAY, ERLING DRIVE,
F)
5/8"
REBAR
(NO
CAP) SET IN [8]
DECEMBER 12, 2018
BASSETT DRIVE, AND RILEY DRIVE.
(G)
5/8"
REBAR
WITH
ALUMINUM INSCRIBED
"TYE ENGINEERING" SET IN [8]
[5]
CS 15580 HUNTINGTON MEADOWS PHASES 1 AND 2 BY WILLIAM
TYE
MONUMENTS FOUND ARE SHOWN AND WERE HELD TO DETERMINE
THE BOUNDARY OF THIS PLAT.
(H)
5/8"
REBAR
WITH
YELLOW PLASTIC
CAP
INSCRIBED
"TYE ENGINEERING" SET IN
[8]
FILED OCTOBER 17, 2003
RECORD BOUNDARIES WERE HELD PER EVANS WAY ESTATES PHASE 1, CS 20777, DESCHUTES
COUNTY SURVEY RECORDS, EXCEPT FOR WHERE SHOWN ALONG THE NORTHERLY BOUNDARY.
(1)
5/8"
REBAR
WITH
YELLOW PLASTIC
CAP
INSCRIBED
"TYE ENGINEERING" SET IN
[7]
[6]
CS 16236 HUNTINGTON MEADOWS PHASES 3 AND 4 BY WILLIAM
TYE
FILED JANUARY 6, 2005
(J)
5/8"
REBAR
WITH
ALUMINUM CAP INSCRIBED
"TYE
ENGINEERING" SET IN [7]
JOB #: 21047
"TYE
[7]
CS 16788 HUNTINGTON MEADOWS PHASES 5 AND 6 BY WILLIAM
TYE
CLIENT: F&S SOUTH 16, LLC
(K)
5/8"
REBAR
WITH
YELLOW PLASTIC
CAP
INSCRIBED
ENGINEERING,' SET IN
[7]
FILED FEBRUARY 22, 2006
(L)
5/8"
REBAR
WITH
YELLOW PLASTIC
CAP
INSCRIBED
"TYE ENGINEERING" SET IN
[�� `
[8]
CS 17128 HUNTINGTON MEADOWS PHASES 7 AND 8 BY WILLIAM
TYE
DATE: 10/31 /2023
REGISTERED
FILED DECEMBER 5, 2006
DRAWN BY. AJH/GR
PROFESSIONAL
(M)
5/8"
REBAR
WITH
YELLOW PLASTIC
CAP
INSCRIBED
"S.C.E. & S." SET IN [4]
LAND SURVEY R
(N)
5/8"
REBAR
(NO
CAP) SET IN [6]
[9]
CS 17848 HUNTINGTON MEADOWS PHASES 9 AND 10 BY WILLIAM
TYE
(0)
5/8"
REBAR
WITH
YELLOW PLASTIC
CAP
(IEEE GIBLE) SET IN [6]
[10]
FILED OCTOBER 16, 2008
CS 20777 EVANS WAY ESTATES PHASE 1 BY ERIK J. HUFFMAN,
FILED
549 SW MILL VIEW WAY
SUITE 100 BECON
110R N
DEC. 16, 2009
MARCH 28, 2022
BEND, OREGON 97702
ERIK J HUFFMAN
(541) 633-3140 CIVIL ENGINEERING 70814
www.beconeng.com
& LAND SURVEYING RENEWS: JUNE 30, 2025 SHEET 1 of 2
W'212os
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY
IS THE WEST LINE OF PARCELS 2 AND 3,
PARTITION PLAT 2018-45 [2], BEING
N00°41'20"E PER [2]&[10].
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LOT 24
O KS E:N H O LT ESTATES
NOR FOR: F&S SOUTH 1 6, LLC
A REPLAT OF A PORTION OF PARCEL 2 AND ALL OF PARCEL 3, PARTITION PLAT NO. 2018-45, AS DESCRIBED IN
INSTRUMENT NUMBER 2022-19253, LOCATED IN THE SOUTHEAST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 14,
TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN, CITY OF LA PINE, DESCHUTES COUNTY, OREGON
o so' 120' 1"=60' CITY OF LA PINE FILE NUMBER: 01 SUB-19
.11� 69.65' PARCEL 1
N00'34'38"E 229.75' [2] 10.35' P.P. 2018- 45
229.58'
79.93' 80.00' 80.00' 74.00' 74.00' 80.00'
12.00' �712.00'
S00'33'46"W 1025.58' & 1101
N00'34'38"E 1025.64' [2]
PUBLIC UTILITY
S00'34'38"W 795.89' [2][4] EASEMENT
796.0 ' (TYPICAL)
I r)
80.00' 80.00' 80.00' T 80.00' 32.00'� �32.
REGISTERED
PROFESSIONAL
LAND SURVEY�R
- i _ .v �
C.1De4REION
6, 2009
LERIKJ. HUFFMAN
074 RENEWS: JUNE 30, 2025
161.65' (B)
-L4\
� N 1 ^1 �
L L LL N ca N LOT 33
n
cri Wit- tfi "�' O clj 0 06 06 0 of LL• S.00�X 12, 251 S. F.
_ 1
� �I p wl LL �I � ,,,I 13 � wl �� w1 N� �I �cri �I Ui � N� 5.0o N 5.00'
�p - ~N co LoU� ~N °0 F-O N CO w O w w1 O
p N I O p ^ I N I O N ^( 1 N O N °r° I ~O 00 0o I ~O o0 1 o0 1 O N oo I M o cc 5.00 SO'34'38"W 161.65' -
0o J`- °' mod- ao Jo 'o) Jo 'V J� N J� =v OJT N �� N �� I� 5.00'
V) N 0 O W oo w z o°'o o°'o v- 0) rn �" 5.00'
J N oo 00
J N N � cn N
2.50' 2.50' 32.00
2.50' 2.50' a 6.50' 2.50' � ' 2.50' 5.00' , 6.50' ' I ° LOT 34
5.00': 5.00 5.00' 6.50 5.00 2 55.00' 5 000 5.00' 5.00' 6.50 I � 12, 221 S.F.
79.98 80.00 80.00 5.00 -74_00 10 ,f 74.00 - 80.00 - 80_00 80.00' 80.30' 80.00' I..LI
0 '34'38"W 161.
> SO66'
HALLIE WAY (64'ROW)N - - - - -
PUBLIC
o UT
EASE ENTILITY NO'41'20"E 831.99' t o :> Q
,N (TYPICAL) N I m LOT 35
_ _ - - - - - - I Lo 12,221 S.F.
80.00' ��` 80.00' 80.00' �` '� 74.00' j�` " 74.00' ,�` 80.00' 80.00' 80.00' 80.00' 80.00'
5.00 5.00' 5.00 5.06 5.00 5.00 / 5.010 5.00 ° �, �5.00' 32.00' 5.00'
5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 /', � 5.00 , "
5.00 10.00 5.00 10.00 5.00 r /1 : - SO 34 38 W 161.66 -
O O O O VJ ,
O
LL-o LL O O li o O O o0LL: 0 0 0 5 00'X 1 �^ 5.00
O (n O Ln N Uj O M (Ij 0
0 (Ij M 06 O M o6 LL 5.00' v J 5.00'
w1 N WI N W1 N °( I� N w1 N �i NU) N� N07 Ncn o MQ 10 LOT 36
I- ro ao � a0 O o0 N �, f- N p !� o w I O z'( O w( I o W ,�; 12,222 S.F.
0 0 1 0 0 r I 0 0 - I o N I 100 O N 0° I ~ 00 I f- � oo �- oo -I 00 oo I
N -I� N J .. N J N J N 00 i• Op ^I Op rI OQ ^I 0o I�
- O O 1, Q J :v N N N e--
� i° N b) Z V 00 o 0 00 o � - SO'34'38"W 161.67' -
N cn L 1 00
0
C° 0 w
80. 04' 80. oo' 80.00' -74_00' 74.00' - 80. 00' - 80. 00' 80. 00' A. 80. 00' - 80. oo' �- 0 I LOT 37
SO'41'20"W 314.04' S0041'20' W 474.00' N I ui
12.00' 12,222 S.F.
-i 0 0000 5. 00'
O J
LL: o O oo Q o0 o O oo 0 0 L I f5.00' SO'34'38"W 161.67'
LL
CO Uj � Ln Uj M (n °° �- M °° N o6 �- o6 LL o6 L.L o6 L L o6 LL co ~5.00' - -
�o w I Ln w 1 �o I Lo I cri Ui 0 Ui cri 00 ui I� � . oo'
O - O = p w w (3 w1 w1 w1 wl114- ( 0 ��..
00 00 f- N s N o O _ p s O- p W r 0 Z J
0 I 0 d- ( 1 00 I I co 00 �- co I- ao f- O oo w Q I LOT 3 8
JO -c^v Jo ^ OQ ^ ON ^ pN ^I OQ -I 0 �--I 0 P, 0� �I j'`I� 0wc�
N '` O O 0 J w- I ui 12 222 S.F.
O JN JO N N �� N J� N �_^ N J_^ :V J N �� S.00'X MV) �
zn
� N oo I
z � � � SO'34'38"W 161.67'
oo
10.00' S 200' 5.00' 10.00' 10.00' 5.00 5.00' 5.00'
5.00 11 5.00 5.00 5.00 5.00 , 5.00 5.00 \ - - - -
80.09' �J- 80.00' 5.00 5.00 , 5.00' 5.00' 10.00 .
,� 80.00-74_00' - - 74.00' - 80.00' - 80.00 80.00 ,� 80.00 80.00
a PUBLIC UTILITY lb LOT 39
N
EASEMENto
T
(TYPICAL) NO420„E 832.16' ERLING DRIVE(64'ROW)
a
ui
12,223 S.F. .
po
PUBLIC UTILITY335.71' o PUBLIC UTILITY 5.00'EASEMENT O 0 496.45 O EASEMENT 4f5.00' SO.34-38"W 161.68'(TYPICAL) N 5.00' NM _ _ n (TYPICAL) 5.00'
78.20' 64.7 5.00, 69.00 73.85' 5.00' �� 74.15' 69.00' 64.38' �"f 64.91' 68.50' 73.50' 5.00'
20.00' , 5.' 30.00' 30.00' \ 6.50' 5.00' , .00' 5.00' / 5.00' 5.00' 5.00 2.50 2.50 0 , 2.50 20.00 6.50� I o
W 6.50 2.50 5.00 2.50 2.50
I r-� ^ 6.50 I LOT 40
o u L 06 06 LL_ aoo o 5o6 LZ.00' > 5.00'X o oo 0 0 o o 32.00 12, 223 S.F.
d � � (/) ' Uj 'r 5.00' 5.00' o6c/i ao LL o 0o LL 5.00,X 00 5.00'
w `�° �I 13 wl w1 �I O oI� ,,,I wi �I 13 w1 WI to 5.00' SO'34'38"W 161.68'
Lo Lu 00o ,
w o 0 0 I I .^r° � �'`� � I 0 N I F-- rn �1 � W o - o I J 0 or° I � N T- ~ oo oo I 1000 0 Lo 000 I- � 00 F- � 00 32.00' � 5.00 - - -
o N J� N N �07 N Lo N 0� JiN JN N Oro N 0� 0� �I 0� t\I 0I� 5.00
O ?- O 0O zn O) Q p r- N N J N J O
Z o co J Z °' �, � 00 � o rn °° W 0o o a' co ;�, I � LOT 41
N 19.62 N o0 -1 z cn c Nco
Z Z 10. 00' Q 10. 00, M 19.91 4 z (6 U) Q 10. 00' � I 1 r-
12,394 S. F.
O (L)
20.02 19.98 49.38 10.00
920.04.31' ( N ) WC* K WC* I 4"WD.02' 19.98'44.9,V `�F32.
0. 72' 3.324.73 -69.00 73.85 ( ) (�) 74.15 69.00' .38' (G) 64.91' WC* �1 / ldkk 68.50 73.50 00. .32.00 161.69
74.28' (�) 30.02' 29.98' 93.84' 93.76' 30.00' 30.00' 93.77' 93.74' 30.02' 29.98' 93.83' 93.83' 59.96' '
30.00'[6� 30.00'[6] 93.80'[6] 7 01' 93.80'[7] 30.00 [7] 30.00 [7] 93.80 [7] 93.80 [8] H 30.00'[8] 30.00'[8] 93.80' [8] 93 7g� 9 (E) i65.01 165.00 [9]
0 W 44.75' 42.08' LOT 109 LOT 130 () (F) [) 60.00' [9] (D)
LOT 44 LOT 45 LOT 108 LOT 131 LOT 199 LOT 198
ULu) > BASIS OF BEARINGS >
Q N00 41 20 E 1042.03 & [10] F--
N00'41'20"E 1042.19' [2] m cr
0
V N00-30'23"E [6,7,8,9]
HUNTINGTON MEADOWS HUNTINGTON MEADOWS HUNTINGTON MEADOWS HUNTINGTON MEADOWS
PHASES 3 AND 4 I PHASES 5 AND 6 PHASES 7 AND 8 PHASES 9 AND 10
1
0
to
Lo
0
co
L6
BECON
CIVIL ENGINEERING
& LAND SURVEYING
NOTE: THE NW CORNER OF
LOT 60, THE NW AND SW
CORNERS OF LOT 46, AND
THE NW CORNER OF LOT 42
WERE SET AS WITNESS
CORNERS SOUTH 89°27'18"
EAST 1.00 FEET FROM TRUE
POSITION DUE TO
OBSTRUCTION BY EXISTING
FENCES. NOTED ON MAP AS
WC*.
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SHEET 2 of 2
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