HomeMy WebLinkAboutSurvey 21672Deschutes County Official Records
Steve Dennison; County Clerk 2025-35786
b Illlihdl Illlllnllllllllll I I�1111�11111 A■
P III 1 III o1 loll III 1111 II II I I III 11111111i i III I III I I 111I1
NAR RATS VE c 1585425202500357860030034 i
PARTITION PLAT NO. 2025- Z
THE PURPOSE OF THIS SURVEY IS TO PARTITION PARCEL 2 OF _ D-PP Cnt=1 Pgs=3 Stn=4 12/26/2025 12:29 PM
REPLAT OF A PORTION OF PARCEL 2 PARTITION PLAT 1995-36 AND $25.00$11.00$61.00$10.00$10.00 $117.00
PARTITION PLAT 1995-36 (RECORDED AS DESCHUTES COUNTY A PORTION OF TRACT A CROSSWIND LANDINGS
SURVEY 12306) AS ADJUSTED BY COUNTY SURVEY 19908 INTO
3 PARCELS. LOCATED IN THE NORTHEAST QUARTER OF SECTION 4 TOWNSHIP 15 SOUTH,
RANGE 10 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
RECORD MONUMENTS FROM FRED AST'S PLAT 1995-36 WERE 247-25-000345-MP DESCHUTES COUNTY SURVEYOR
FOUND ALONG THE EAST LINE OF PARCEL 2 AND HELD. THE
NORTH SEGMENT OF THE WEST LINE WAS USED AS THE BASIS N86°12'41"E 33 34 LED /Z 30 202$ BY: Co If rS
OF BEARINGS AS IT WAS ANCHORED AT BOTH ENDS BY ,. 875.56' 4 3
APPARENTLY UNDISTURBED MONUMENTS. THE NORTH AND ,
WEST LINES FOR PARCEL 2, PARTITION PLAT 1995-36 WERE FOUND 5/8" IR
ESTABLISHED BY HOLDING MONUMENTS FROM JASON SIMES pp W/YPC MARKED SHEET INDEX
LOT LINE ADJUSTMENT RECORDED AS COUNTY SURVEY 19908. F AST PLS 1938 (A)
/ \ ��• ` 1. NARRATIVE, PARTITION, CURVE AND LINE
INITIAL POINT S 33IIS��� 34
THE SOUTH LINE WAS ESTABLISHED USING MONUMENTS `. `� 2��o s S 4 3 TABLES, REFERENCE SURVEYS, LEGEND,
RECENTLY SET FOR LOT LINE ADJUSTMENT RECORDED AS CS �� t`�`� s�Q�sT15S R10E OWNER INFO
21654. THE MEASURED BEARINGS AND DISTANCES ALONG THE 1972 2. TAXIWAY EASEMENTS DETAIL, DECLARATION.
--� S89°51'03"E \�� ��s F 2-1/2" PIPE WITH ACKNOWLEDGEMENTS, SURVEYORS
EXTERIOR PLAT BOUNDARY WERE HELD AND ARE THE SAME ,to `��' �o ts� 3" BRASS CAP
AS RECORD PER CS 21654. /°�`L ,� 144.82 �� �'9 �° �� CERTIFICATE, APPROVALS
�co 1-� �S�Q ��J-00 INSCRIBED AS SHOWN 3. EASEMENT DETAILS, REFERENCE SURVEYS.
EACH OF THE NEW PARCELS HAS 30 FEET OF FRONTAGE ' N 77.
c-c N S ! `�`r7 sus CEL 1
ALONG THE BARCLAY LANE CUL DE SAC. TO PROVIDE THE ----- �R, Fti� `� o� PAR REFERENCE SURVEYS
co TAXIWAY c4 - cP• cS• PARTITION PLAT NO. 1995-36 .
NECESSARY FRONTAGE, ANEW MONUMENT WAS SET 0.29 CO
EASEMENT 1 `� (A) CS 12306 LAND PARTITION PLAT 1995-36 BY
FEET FROM THE EXISTING H.A.MCCOY MONUMENT AS SHOWN / m ��i TAX LOT FREDERICK A. AST JR. RECORDED
IN THE DETAIL BELOW BECAUSE OUR MEASUREMENTS r PARCEL 1 % 2cs 151003BO 01403
��L 94,738.SEPTEMBER 7, 1995 DESCHUTES CO. SURVEY
INDICATE THAT THE FRONTAGE WAS SHORT BY THIS DISTANCE. , 50.00� �1 SF `% RECORDS
2.17 ACRES S14°01'07"W ` (B) CS 19908 PROPERTY LINE ADJUSTMENT BY
TAX LOT p�` �3�0 ���`49.95 JASON L. SIMES FILED APRIL 5, 2019
151004AO 01100 / ; FOUND 5/8 IR W/YPC MARKED F AST PLS 1938
►� 1 25.62' I % DESCHUTES CO. SURVEY RECORDS
N77°2T 1 s
I (C) CS 20025 CROSSWIND LANDINGS PLAT BY
ZOO 92 01 '`S79°03' i _ 4i Ss� JASON L. SIMES RECORDED OCTOBER 17,
�� 3.1 p 50 E sso 6
t 148.0 \ SS o u'p, �'�•, 2019 DESCHUTES COUNTY RECORDS
�i�����o s� sr�p,, �pp 6$ Cl) S?5,?� BENT 5/8" IR FOUND
Q� �`��►��� �' 5� �o�`' o N14°01'07If SS `�S'' �� .v REMOVED AND SET 5/8" IR (D) CS 05246 PLAT NO. 203 OF BARCLAY
95.93' TAXIWAY S2S, cc?� 9s��J MEADOWS BY JAMES E. BUSSARD FILED
9 A WITH YPC INSCRIBED SEPTEMBER 1, 1974
P EASEMENT 3 ?_Q,, S q/
"CACCAVANO PLS 2182"
'CO
FOUND 5/8" IR LEGEND
PARCEL 2 6 L2
PARCEL 3 (OPEN SPACE 2 87,120 SF W/YPC MARKED
FOUND MONUMENT AS NOTED
1-3 F AST PLS 1938
/ 358,458 SF �'° 2.00 ACRES ° Z N 0 SET 5/8"IRON ROD WITH YPC INSCRIBED
S50 17 20 E N
8.23 ACRES �� 64.04' '� P CACCAVANO PLS 2812
C51 NN �° oo wog TAX LOT i 5/8" IRON ROD YPC INSCRIBED
lz -�o 0 Z O 151003B0 01401 CACCAVANO PLS 2812 SET FOR LOT LINE
Q
ADJUSTMENT, CSa�6sy
� 300.571 �E�
o IR IRON ROD
\ S80 49 �. Q .� YPG YELLOW PLASTIC CAP
��
.�-' � '.� c9 (X) REFERENCE SURVEY
FOUND 5/8" IR ,---_�.►."� 'o ` o �: FOUND 5/8" IR
W/YPC MARKED .�.--- P CO W/UNREADABLE SF SQUARE FEET
H.A. MCCOY ENGR (B) ' ....... o' 'Co YPC REMNANTS
CO.S49-08'06"E 86.21' (e) Sso 49 _ �t L9 o OWNER
N49009'32"W 86.20' �- N rn r N w DAVID A. ASSON
--�-'o�� 69125 BARCLAY LANE
- TAX LOT L11 N SISTERS, OR 97759
151004AO 00300 w_ cNo 0
TAX LOT 151004AO 00200
CPO SITE ADDRESS: 69125 BARCLAY LANE, SISTERS, OR
FOUND 5/8" IR PORTION TRACT A r i
W/YPC MARKED CROSSWIND LANDINGS ` ►'� ZONE: RR10 AIRPORT SAFETY COMBINING ZONE
FOUND 5/8" IR
H.A. MCCOY ENGR (B) W/YPC MARKED
2.22 ACRES OF WATER RIGHTS, PERMIT G-16404
FOUND 5/8" IR W/YPC N160
11 06 W 231.09 Q F AST PLS 1938
PRIORITY DATE: 3/7/2006
MARKED H.A.MCCOY ,,- ---
ENGR V U C8
C9
�`------------------------ � FOUND 5/8" IR
SET 5/8" IR W/YPC I I ___ _ • V W/YPC MARKED
MARKED CACCAVANO / ------ C10�`' H.A. MCCOY ENGR
LINE DATA
LINE
BEARING
DISTANCE
L1
N45017'05"W
27.14'
L2
S50017'20"E
70.04'
RECORD LINE DATA
LINE
BEARING
DISTANCE
L2 (A)
S50-06-0011E
70.00'
L2 (B)
S50°18'4911E
69.93'
LINE DATA
LINE
BEARING
DISTANCE
L8
S10031'53"E
71.97'
L9
S79028'07"W
26.70'
L10
S10°44'08"E
29.87'
L11
N79028'07"E
26.59'
L12
I S08033'37"E
200.10'
CURVE DATA
CURVE
C1
LENGTH
59.71'
RADIUS
60.00'
DELTA
57001'22"
CHORD
57.28'
BEARING
S40010'09"W
C2
30.29'
60.00'
28055'29"
29.97'
S02048' 17"E
63
90.00'
60.00-
85-56-51"
81.80'
S25°42'24"W
RECORD CURVE DATA
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
C1 (B)
60.00
60.00
57017'45"
TOTAL C7 & C8
CURVE DATA
CURVE
LENGTH
RADIUS
I DELTA
CHORD
BEARING
C8
30.00'
60.00'
28038'52"
29.69'
S54021'23"W
C9
30.00'
60.00'
28038'52"
29.69'
S25042'31 "W
C10
30.00'
60.00'
28039'06"
29.69'
S02056'2811E
r
PLS 2812 L=0.29' R=60' m
DELTA=0°31'16"
--- CB=S11 °31'16"W
CD=0.29'
0 to,
REGISTERED ��fn
PROFESSIONAL
LA U RV R
N
r
OR ON
JUNE 30, 1997 0 100 200 300
MICHAEL P. CACCAVANO
2812
RENEWS: 12/31/25 SCALE 1"=100' IF PRINTED ON 18" X 24" SHEET
//
West Ridge Engineering O
MICHAEL P. CACCAVANO PE, PLS
WESTRIDGEENGINEERING@GMAIL.COM
16847 CANYON CREST DRIVE
SISTERS, OR 97759
(503) 338-8244
PROJECT #: 522
CLIENT: DAVID ASSON
DATE: DECEMBER 9, 2025
SHEET 1 OF 3
ti
N
SURVEYOR'S CERTIFICATE PARTITION PLAT NO. 2 2-416
I, MICHAEL P. CACCAVANO, REGISTERED PROFESSIONAL LAND O O O 5
SURVEYOR IN THE STATE OF OREGON, BEING FIRST DULY SWORN, REPLAT OF A PORTION OF PARCEL 2 PARTITION PLAT 1995-36 AND
DEPOSE AND SAY THAT I HAVE CORRECTLY SURVEYED AND A PORTION OF TRACT A CROSSWIND LANDINGS
MARKED WITH PROPER MONUMENTS THE LAND SHOWN ON THIS LOCATED IN THE NORTHEAST QUARTER OF SECTION 4 TOWNSHIP 15 SOUTH,
PARTITION PLAT MAP; RANGE 10 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
247-25-000345-M P
THAT THE INITIAL POINT IS A 5/8" IRON ROD WITH YELLOW PLASTIC
CAP INSCRIBED F AST PLS 1938 AT THE NORTH CORNER OF
PARCEL 2, PARTITION PLAT 1995-36, LOCATED IN THE NORTHEAST
QUARTER OF SECTION 4, TOWNSHIP 15 SOUTH, RANGE 10 EAST,
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, AND THE
FOLLOWING IS A TRUE AND CORRECT DESCRIPTION OF THE
PROPERTY PLATTED:
COMMENCING AT THE NORTHEAST CORNER OF SECTION 4, TOWNSHIP 15 SOUTH, RANGE 10 EAST, WILLAMETTE
MERIDIAN, DESCHUTES COUNTY, OREGON MARKED BY A 2-1/2-INCH PIPE WITH 3-INCH BRASS CAP INSCRIBED
1972; THENCE S86012'41"W, 875.56 FEET TO A 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED F AST
PLS 1938 AND SAID INITIAL POINT; THENCE S41 °52'48"E, 510.65 FEET TO A 5/8-INCH IRON ROD WITH YELLOW
PLASTIC CAP INSCRIBED F AST PLS 1938; THENCE S55°25'25"E, 219.54 FEET TO A 5/8-INCH IRON ROD; THENCE
S50017'20"E, 70.04 FEET TO A 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED F AST PLS 1938; THENCE
S21 °40'14"E, 151.89 FEET TO A 5/8-INCH IRON ROD; THENCE S10°31'53"E, 291.17 FEET TO A 5/8-INCH IRON ROD WITH
YELLOW PLASTIC CAP INSCRIBED F AST PLS 1938; THENCE WITH A NON -TANGENT CURVE TO THE LEFT, WITH AN
ARC LENGTH OF 59.71 FEET, A RADIUS OF 60.00 FEET, A DELTA ANGLE OF 57°01'22", A CHORD BEARING OF
S40010'09"W AND A CHORD LENGTH OF 57.28 FEET TO A 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
INSCRIBED H.A.MCCOY ENGR; THENCE WITH A COMPOUND CURVE TO THE LEFT, WITH AN ARC LENGTH OF 30.29
FEET, A RADIUS OF 60.00 FEET, A DELTA ANGLE OF 28-55-29", A CHORD BEARING OF S02048'17"E AND A CHORD
LENGTH OF 29.97 FEET TO A 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED CACCAVANO PLS2812;
THENCE N45017'05"W, 27.14 FEET TO A 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED CACCAVANO
PLS2812; THENCE N16°11'06"W, 231.09 FEET TO A 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED
CACCAVANO PLS2812; THENCE N10°44'08"W, 152.65 FEET TO A 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP
INSCRIBED CACCAVANO PLS2812; THENCE S80049'58"W, 1180.19 FEET TO A 5/8-INCH IRON ROD WITH YELLOW
PLASTIC CAP INSCRIBED H.A.MCCOY ENGR; THENCE N49°09'32"W, 86.20 FEET TO A 5/8-INCH IRON ROD WITH
YELLOW PLASTIC CAP INSCRIBED H.A.MCCOY ENGR; THENCE 41012'52"E, 1051.94 FEET 5/8-INCH IRON ROD WITH
YELLOW PLASTIC CAP INSCRIBED F AST PLS 1938 AND SAID INITIAL POINT; HAVING AN AREA OF 540,316 SQUARE
FEET, 12.40 ACRES.
TAXIWAY EASEMENTS DETAIL
SCALE: 1"=100'
FOUND 5/8" IR
W/YPC MARKED
O
�,` �p� ♦ F AST PLS 1938 (A)
INITIAL POINT
S89057'49"E ♦SQ
66.56'
� c90 � �6'♦c�sz
N41 ° 11'30"ELTI
/TAXIWAY cP•. >` S•
/EASEMENT 1 12.85'
PARCEL 1
/ 50.00' 94,738 SF N06027'10"W 30.18'
2.17 ACRES S04042'26"W
�/N89057-4911W 42.36' �� ° '
O 121.29 ♦ 17.52 N06 2710 W 20.96
� S04042'26"W 20.78' �� FOUND 5/8" IR W/YPC MARKED F AST PLS 1938
�O 18.55103.041
° 107.12'
�S
NON/ ,9 03'50"E 148 0 , SS
5
DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS, THAT
DAVID ASSON, OWNER, HAS CAUSED THE LAND
HEREIN DESCRIBED TO BE SURVEYED AND
PLATTED INTO THREE PARCELS AS SHOWN
HEREON, ACCORDING TO PROVISIONS OF O.R.S.
CHAPTER 92, AND HEREBY SUBMITS FOR
APPROVAL AND RECORDING OF THIS PARTITION
PLAT. DAVID ASSON, OWNER, ALSO GRANTS
TAXIWAY EASEMENT 1 FOR THE BENEFIT OF
PARCEL 1, TAXIWAY EASEMENT 2 FOR THE
BENEFIT OF PARCELS 1 AND 2 AND TAXIWAY
EASEMENT 3 FOR THE BENEFIT OF PARCEL 2.
DAVID-ASSON-,OWNER
ACKNOWLEDGEMENTS
ATE
COUNTY OF DESCHUTES
ON THIS DAY OF De m , 2025. BEFORE
ME PERSONALLY APPEARED DAVID A. ASSON, WHO
BEING DULY SWORN, ACKNOWLEDGED SAID
INSTRUMENT TO BE HIS VOLUNTARY ACT AND
DEED.
tj
NO R PUBLIC GNATURE
Kel Moe, 00eh
NOTA Y PUBLIC PRINTED NAME
2g
COMMISSION NUMBER
MY COMMISSION EXPIRES
OFFICIAL STAMP
KELLY CHLOE WHITEHAIR
NOTARY PUBLIC-OREGON
COMMISSION NO 1063128
DESCHUTES COUNTY SURVEYOR
FILED ► z L36Lzoz.5. sy: Co ///,kns
APPROVALS
THIS PLAT HAS BEEN EXAMINED AND APPROVED BY:
Ry -Z,-�.z(-vE P-0 v; �a-i6-ass
DESCHUTES COUNTY SURVEYOR DATE
HEREBY CERTIFY THAT ALL TAXES ARE PAID TO THIS DATE.
1 111'kI1G � I�.t � Wit LD3S
DESCHUTES COUNTYTAX COLLECTOR DATE
HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL
ASSESSMENTS, FEES AND OTHER CHARGES REQUIRED BY LAW
TO BE PLACED ON THE 2025-26 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 TO ME.
DESC UT S COL94TY ASSESSOR I IDIATE
DESCHrS COUNTY PLANNING DIRECTOR DATE
�a ��
I lZots
DESCHUTES COUNTYONSITE WASTEWATER DIVISION DATE
GovN"" HvGZNwL 17 boas
DESCHUTES COUNTY ROAD DEPARTMENT DIRECTOR DATE
WATERMA E v7 %o
DATE
au6�1�
DESCHUTES COUNTY BOARD OF COMMISSIONERS DATE
DK . S°
�j BENT 5/8" IR FOUND MY COMMISSION EXPIRES NOVEMBER 6,2029 REGISTERED
TAXIWAY F REMOVED AND SET 5/811 IR
EASEMENT 3 ?�9S WITH YPC INSCRIBED PROFESSIONAL
g' "CACCAVANO PLS 2182"
PARCEL 3 (OPEN SPACE)
358,458 SF
8.23 ACRES
FOUND 5/8" IR
L2 W/YPC MARKED
f F AST PLS 1938
°
0
LJNQ S U R OR
Afth-
OREGON
JUNE 30, 1997
MICHAEL P. CACCAVANO
2812
RENEWS: 12/31 /25
West Ridge Engineering
MICHAEL P. CACCAVANO PE, PLS
WESTRIDGEENGINEERING@GMAIL. COM
16847 CANYON CREST DRIVE
SISTERS, OR 97759
(503) 338-8244
CLIENT: DAVID ASSON
DATE:DECEMBER 9, 2025
SHEET 2 OF 3
y
N
CS 21s72-
PARTITION PLAT NO. 2025- $
REPLAT OF A PORTION OF PARCEL 2 PARTITION PLAT 1995-36 AND
A PORTION OF TRACT A CROSSVVIND LANDINGS
LOCATED IN THE NORTHEAST QUARTER OF SECTION 4 TOWNSHIP 15 SOUTH,
RANGE 10 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
247-25-000345-M P
REFERENCE SURVEYS
(A) CS 12306 LAND PARTITION PLAT 1995-36 BY
FREDERICK A. AST JR. RECORDED
EASEMENT DETAIL 1 SEPTEMBER 7, 1995 DESCHUTES CO. SURVEY
RECORDS
�.` SCALE: 1"=60' (B) CS 19908 PROPERTY LINE ADJUSTMENT BY
JASON L. SIMES FILED APRIL 5, 2019
DESCHUTES CO. SURVEY RECORDS
` (C) CS 20025 CROSSWIND LANDINGS PLAT BY
JASON L. SIMES RECORDED OCTOBER 17,
2019 DESCHUTES COUNTY RECORDS
(D) CS 05246 PLAT NO. 203 OF BARCLAY
MEADOWS BY JAMES E. BUSSARD FILED
.s
Epp, SEPTEMBER 1, 1974
1
N34034'35'E 15.0 ' ?
79
30' ACCESS EASEMENT
CENTERED ON PROPERTY LINE EASEMENT DETAIL 2
BOOK 463 PAGE 1070 ��'
��,\ � � SCALE:_ 1 "=60'
N39043'01 "E 25.72'
N5001 T20"W 65.54'
S50°17'20"E 9.03'
\\\•�', �a� ` .• „�\ S21 °40'00"E 15.00' S21 °40'14"E 5.66'
N68°20 00"E 25.00'—��--- S39°43'01"W5.10'
N50°1659W 14.00� S25° '
N21°40'00"W 15.00' UTILITY EASEMENT N25 5242'W 24 97'
N PLAT 1995-36 (A) �
S39043'01 "W 6.93' ��
S68020'00"W 25.00' `�\`J�° 'P CENTRAL ELECTRIC \ N
,\o Q COOPERATIVE EASEMENT
'Q RECORDING INSTRUMENT 10.00'
2020-12155 --vA
S 16°41'07"E
\ y126.90
k
N16041'07"W \\ •
S18058'01"E
71.22
15.00
N18058'01 "W \
70.18' \
I
20' UTILITY EASEMENT �� ' I S04047'01"E
PER BARCLAY MEADOWS PLAT 86.50'
CS 05246 (D)
o°
N `► N 4°47'01 "W
(510 ; -I tk � m 84.52A--� I
o ` `% to `� NO3°38'31 "E �.`I S03038'31 "W
42.34' , I 40.89'
N81 °19'37"E
N81 °18'56"E 76.3T N81 °19'37"E 18.78'
+ 23.40 I N 10031'53"W
20.02
N 16 11 06 W 20.17 - - ,
S81 18 56 W 74.38 , , N10 3153 W
- -, . ` 59.20'
N �� ' N 14°21'45"W
10' PUE PER CROSSWIND N81014'31"E 10.05' ►+��, �, 0 20.10'
�6'- ' S81019'37"W
LANDINGS PLAT CS 20025 (C) N14°26'51"W 85.60' Icn% `
+
,;51.07' \
L=20.45" R=75.00" 0=15037'22" \ \�I � ,
luoCHORD BRNG=S09020'27"W
SCALE: 1"=30" CHORD LENGTH=20.39" '+ ``�o /
L=15.85
N85014'07"E 1.78' i R=60.00"
------ N85014'07"E 1.78' ' _ •
N16°11'06"W 0.59'----------
--------------- =-=-�- CHORD BRNG=N61 °06'45"E
N16011'06"W 0.59` �� CHORD LENGTH=15.80"
L
SCHUTES COUt�fTY SURVEYOR
E[� ►2 3o Zo2s gy. o'o I l� iris
' REGISTERED
PROFESSIONAL
gLAAytR
OREGO
JUNE 30, 1997
MICHAEL P. CACCAVANO
2812
RENEWS: 12/31/25
West Ridge Engineering
1400�
MICHAEL P. CACCAVANO PE, PLS
WESTRIDGEENGINEERING@GMAIL. COM
16847 CANYON CREST DRIVE
SISTERS, OR 97759
(503) 338-8244
PROJECT #: 522
CLIENT: DAVID ASSON
DATE: DECEMBER 9, 2025
SHEET 3 OF 3