HomeMy WebLinkAboutSurvey 21490UewOutua County Official ftecaUc
Steve Dennison, County Clerk 2025.05179
01550364202500051790060065
SHEET 1 OF 6
D-PLAT Cnt=1 Pgs=6 Stn=25 03105/2025 11:16 AM
$70.00 $11.00 $61.00 $10.00 $6.00 $158. 00EASTON
A REPLAT OF PORTIONS OF TRACT PC'
"EASTON, EASTON, PHASE 1"9
AND
OTHER LANDS, LOCATED IN THE SOUTHWEST 1 4 OF SECTION 15,
SURVEYOR'S CERTIFICATETOWNSHIP 18 SOUTH, RANGE 12 EAST, WILL METTE MERIDIAN,
I, JACOB ALLEN CARSON, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS SHOWN ON THE ANNEXED MAP OF "EASTON, PHASE 3", CITY OF BEND, DESCHUTES COUNTY, OREGON
BEING A REPLAT OF PORTIONS OF TRACT 'C' OF `EASTON, PHASE 1"' AND OTHER LANDS, LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 18 SOUTH, RANGE 12 EAST, FEBRUARY 5 2025
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, BEING A FOUND 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR.", LOCATED AT THE NORTHWEST CORNER OF TRACT 'K' OF `EASTON, PLLD20220219
PHASE 2" RECORDED JUNE 28, 2024, AS INSTRUMENT NUMBER 2024-16711, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG THE WESTERLY LINE OF SAID TRACT 'K' ON THE
FOLLOWING COURSES: SOUTH 00'03'38" EAST 236.00 FEET; THENCE SOUTH 04'41'41" EAST 198.65 FEET; THENCE SOUTH 00041'52" EAST 62.53 FEET; THENCE CONTINUING ALONG SAID
WESTERLY LINE AND ALONG THE NORTHERLY LINE OF `EASTON COMMERCIAL" RECORDED OCTOBER 10, 2023, AS INSTRUMENT NUMBER 2023-25204, DESCHUTES COUNTY OFFICIAL RECORDS, ON
A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 1470.00 FEET (RADIUS POINT BEARS NORTH 05'21'12" EAST), A CENTRAL ANGLE OF 03'56'37", AN ARC LENGTH OF 101.17 FEET,
AND A CHORD OF NORTH 86037'06" WEST 101.15 FEET; THENCE CONTINUING ALONG SAID NORTHERLY LINE ON THE FOLLOWING COURSES: NORTH 0015'14" EAST 14.60 FEET; THENCE ALONG A
CURVE TO THE LEFT WITH A RADIUS OF 768.00 FEET, A CENTRAL ANGLE OF 0'31'12", AN ARC LENGTH OF 6.97 FEET, AND A CHORD OF NORTH 00'00'22" WEST 6.97 FEET; THENCE SOUTH
89*402" WEST 60.00 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 708.00' FEET (RADIUS POINT BEARS SOUTH 89044'02" WEST), A CENTRAL ANGLE OF PLAT NOTES
0031'12"1 AN ARC LENGTH OF 6.43 FEET, AND A CHORD OF SOUTH 00'00'22" EAST 6.43 FEET, THENCE SOUTH 0015'14" WEST 8.00 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE
RIGHT WITH A RADIUS OF 1470.00 FEET (RADIUS POINT BEARS NORTH 07'42'22" EAST), A CENTRAL ANGLE OF 3'55'03 ; AN ARC LENGTH OF 100.51 FEET, AND A CHORD OF NORTH 80'20'06" 1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PLLD20220219.
WEST 100.49 FEET, THENCE ALONG A REVERSE CURVE TO THE LEFT WITH A RADIUS OF 1530.00 FEET, A CENTRAL ANGLE OF 4033'47" AN ARC LENGTH OF 121.85 FEET, AND A CHORD OF 2. THIS PLAT IS SUBJECT TO REGULATIONS INCLUDING LEVIES LIENS ASSESSMENTSWATER AND IRRIGATION RIGHTS AND EASEMENTS FOR DITCHES AND CANALS OF THE ARNOLD
NORTH 80039'28" WEST 121.82 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 230.00 FEET (RADIUS POINT BEARS NORTH 86'35'49" WEST), A CENTRAL ANGLE
,IRRIGATION DISTRICT. AMENDED BY BARGAIN AND SALE DEEDS RECORDED APRIL 21, 2022, AS INSTRUMENT NUMBER 2022-16637, AND JUNE 28, 2023, AS INSTRUMENT NUMBER
OF 3 27 49 , AN ARC LENGTH OF 13.90 FEET, AND A CHORD OF NORTH 01 4017 EAST 13.90 FEET, THENCE NORTH 00 03 38 WEST 6.84 FEET, THENCE SOUTH 89 56 22 WEST 60.00 FEET; 2023-15757, DESCHUTES COUNTY OFFICIAL RECORDS.
THENCE SOUTH 00'03'38" EAST 6.84 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 2034'08" AN ARC LENGTH OF 7.62 FEET, AND A
CHORD OF SOUTH 01'13'26" WEST 7.62 FEET, THENCE ALONG A NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 1530.00 FEET (RADIUS POINT BEARS SOUTH 04'48'38" WEST), A 3. THIS PLAT IS SUBJECT TO THE EXISTENCE OF ROADS, RAILROADS, IRRIGATION DITCHES AND CANALS, TELEPHONE, TELEGRAPH AND POWER TRANSMISSION FACILITIES.
CENTRAL ANGLE OF 4052'16", AN ARC LENGTH OF 130.08 FEET, AND A CHORD OF NORTH 87'37'30" WEST 130.04 FEET; THENCE SOUTH 89056'22" WEST 93.91 FEET; THENCE NORTH 00003'38"
WEST 14.50 FEET; THENCE SOUTH 89056'22" WEST 60.00 FEET; THENCE SOUTH 00'0338" EAST 14.50 FEET; THENCE SOUTH 89056'22" WEST 110.00 FEET TO THE EASTERLY LINE OF TRACT 'A' 4. THIS PLAT IS SUBJECT TO ANY VESTED AND ACCRUED WATER RIGHTS FOR MINING, AGRICULTURAL, MANUFACTURING, OR OTHER PURPOSES AND RIGHTS TO DITCHES AND
OF SAID `EASTON COMMERCIAL` THENCE ALONG SAID EASTERLY LINE, NORTH 00 03 38 WEST 438.48 FEET TO THE SOUTHERLY LINE OF SAID EASTON, PHASE 2", THENCE ALONG SAID RESERVOIRS USED IN CONNECTION NTH SUCH WATER RIGHTS AS MAY BE RECOGNIZED AND ACKNOWLEDGED BY THE LOCAL CUSTOMS LAWS AND DECISIONS OF THE COURTS AND
• ' �� A RIGHT OF WAY THEREON FOR THE DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES '
SOUTHERLY LINE ON THE FOLLOWING COURSES: NORTH 89'56'22" EAST 110.00 FEET; THENCE SOUTH 00'03'38" EAST 6.91 FEET; THENCE NORTH 89'S6'22" EAST 60.00 FEET; THENCE NORTH THE RESERVATION FROM THE LANDS HEREBY GRANTED, ,
00'03'38" WEST 15.67 FEET; THENCE NORTH 89'56'22" EAST 102.00 FEET, THENCE SOUTH 00'03'38" EAST 15.61 FEET, THENCE NORTH 8956'22" EAST 20.00 FEET, THENCE NORTH 00'03'38" RECORDED SEPTEMBER 22, 1916, AS PATENT NUMBER 538834, GENERAL LAND OFFICE.
WEST 14.06 FEET, THENCE NORTH 89'56'22" EAST 102.00 FEET, THENCE SOUTH 00'0338" EAST 13.98 FEET, THENCE NORTH 89056'22" EAST 60.00 FEET, THENCE NORTH 00'03'38" WEST 11.00 5. THIS PLAT IS SUBJECT TO THE DEVELOPMENT AGREEMENT, RECORDED MAY 23, 2017, AS INSTRUMENT NUMBER 2017-19622, DESCHUTES COUNTY OFFICIAL RECORDS.
FEET, THENCE NORTH 89'56'22" EAST 202.00 FEET, THENCE SOUTH 00003'38" EAST 10.87 FEET, THENCE NORTH 89056'22" EAST 60.00 FEET; THENCE NORTH 00003'38" WEST 3.00 FEET,
THENCE NORTH 89'56'22" EAST 101.00 FEET TO THE INITIAL POINT. 6. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED AUGUST 5, 2021, AS INSTRUMENT NUMBER 2021-45627, DESCHUTES COUNTY OFFICIAL
2 /29/2 ? S RECORDS.
THE ABOVE TRACT OF LAND CONTAINS 8.59 ACRES, MORE OR LESS. R
EGISTERED:
7. THIS PLAT IS SUBJECT TO THE EASTON SOUTH ANNEXATION AGREEMENT, RECORDED AUGUST 23, 2021, AS INSTRUMENT NUMBER 2021-48845, DESCHUTES COUNTY OFFICIAL
YOR RECORDS.
8. THIS PLAT IS SUBJECT TO THE STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED JUNE 28, 2022, AS INSTRUMENT NUMBER 2022-25602, DESCHUTES
COUNTY OFFICIAL RECORDS.
OREGON 9. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED OCTOBER 26, 2022, AS INSTRUMENT NUMBER 2022-38764, DESCHUTES COUNTY OFFICIAL
MAY 11, 2021 RECORDS.
JACOB ALLEN CARSON
94570PLS 10. THIS PLAT IS SUBJECT TO EASEMENTS, CONDITIONS, RESTRICTIONS AND NOTES DELINEATED ON THE PLAT OF "EASTON, PHASE 1". THERE ARE NO EASEMENTS FROM "EASTON,
RENEWS: 12 31 25 " "
PHASE 1 WITHIN THE EASTON, PHASE 3 PLAT BOUNDARY.
SURVEYORS NARRATIVE 11. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED MAY 15, 2023 AS INSTRUMENT NUMBER 2023-11338, DESCHUTES COUNTY OFFICIAL
THE PURPOSE OF THIS SURVEY IS TO REPLAT PORTIONS OF TRACT 'C' OF "EASTON, PHASE 1", AND OTHER LANDS INTO LOTS, ROADS, AND EASEMENTS, AS SHOWN HEREON.
RECORDS. '
BOUNDARY DETERMINATION FOR LINES IN COMMON WITH LOTS, TRACTS, AND RIGHTS -OF -WAY OF "EASTON, PHASE 2" AND "EASTON COMMERCIAL" WERE DETERMINED FROM 12. THIS PLAT IS SUBJECT TO THE NON -STATUTORY DEVELOPMENT AGREEMENT, RECORDED AUGUST 30, 2023, AS INSTRUMENT NUMBER 2023-21540, DESCHUTES COUNTY OFFICIAL
SAID PLATS, ALL DATA AND MONUMENTS WERE HELD FROM SAID PLATS. RECORDS.
THE BASIS OF BEARINGS FOR THIS PLAT ARE BASED ON SAID "EASTON COMMERCIAL". THE EAST LINE OF TRACT 'A' OF SAID "EASTON COMMERCIAL" IS NORTH 00'03'38" WEST. 13. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED SEPTEMBER 5, 2023, AS INSTRUMENT NUMBER 2023-22014, DESCHUTES COUNTY OFFICIAL
WHICH IS BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. RECORDS.
14. THIS PLAT IS SUBJECT TO THE AGREEMENT FOR MAINTENANCE OF AMON WATER LINES, RECORDED JANUARY 24, 2024, AS INSTRUMENT NUMBER 2024-01860, DESCHUTES COUNTY
OFFICIAL RECORDS.
KNOW ALL PERSONS BY THESE PRESENTS THAT PAHLISCH HOMES AT EASTON LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP, IS THE OWNER OF THE LAND SHOWN ON THIS
PLAT AND AS PARTICULARLY DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE SURVEYED, AND PLATTED INTO LOTS, ROADS, AND
EASEMENTS AS SHOWN ON SAID MAP IN ACCORDANCE WITH THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92;
AND DOES HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE STREET RIGHTS -OF -WAY OF SE EPIC PLACE, SE BARSTOW PLACE, SE APOLLO PLACE,
AND THE PUBLIC ALLEY AS SHOWN HEREON;
AND DOES HEREBY DEDICATE TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) SHOWN AND NOTED HEREIN, AS EASEMENT AREAS FOR THE INSTALLATION AND
MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCES. UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR
EQUIPMENT AND ALL OTHER RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR
DESIRABLE IN PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE
REMOVAL OF ANY OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE. THE UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE ALL
OBSTRUCTIONS AT THE OWNER'S EXPENSE, OR THE UTILITY MAY REMOVE SUCH OBSTRUCTIONS AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE
PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH FACILITIES IN THE
PUE AND THE CITY ENGINEER;
AND DOES HEREBY GRANT TO THE ADJOINING LOTS THE PRIVATE STORM DRAINAGE EASEMENTS (PSDE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE ADJOINING LOTS THE PRIVATE STORM EASEMENTS (PSE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO AMON WATER COMPANY THE WATERLINE EASEMENTS (AWE), AS SHOWN HEREON;
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "EASTON, PHASE 3", HENCEFORTH TO BE SO KNOWN.
SEE SHEET 2 FOR SIGNATURE
15. THIS PLAT IS SUBJECT TO THE STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED MAY 2, 2024, AS INSTRUMENT NUMBER 2024-10928, DESCHUTES
COUNTY OFFICIAL RECORDS.
16. THIS PLAT IS SUBJECT TO THE PUBLIC ACCESS EASEMENT, RECORDED JUNE 10, 2024, AS INSTRUMENT NUMBER 2024-14523, DESCHUTES COUNTY OFFICIAL RECORDS. NOT
SHOWN, THE INSTRUMENT HAS LANGUAGE TO AUTOMATICALLY EXTINGUISH UPON SOUTHERLY RIGHT-OF-WAY DEDICATION OF SE EPIC PLACE.
SHEET INDEX
1. SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE, DECLARATION, AND PLAT NOTES
2. DECLARATION SIGNATURE, ACKNOWLEDGMENT, CONSENT AFFIDAVIT, ASSESSOR'S CERTIFICATE, APPROVALS,
POST-MONUMENTATION NOTE
3. PLAT BOUNDARY
4. LOTS 183-225
5. LOTS 226-259
6. DETAILS
9dzo _5- ws-
FILE.
PREPARED FOR-
PAHLISCH HOMES
210 SW WILSON AVE., SUITE 100
BEND, OR 97702
JOB NAME: EASTON, PHASE 3 AKS ENGINEERING &FORESTRY, LLC
2777 NW LOLO DR, STE 150
JOB NUMBER: 7326 BAD, OR 97703
541.317.8429 4
WWW.AKS-ENG.CON
DRAWN BY: PDF iL
CHECKED BY: JAC ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING N0.:7326 PLAT PH3 FORESTRY- PLANNING • LANDSCAPE ARCHITECTURE
1 490
ABBREVIATIONS
* MEASURED AND RECORD DATA PER R1 AND R2
** MEASURED AND RECORD DATA PER R2 AND R3 REFERENCES
W/YPC WITH A YELLOW PLASTIC CAP
W/AEC WITH A 2" ALUMINUM CAP () R1 RECORD INFORMATION PER PLAT OF "EASTON COMMERCIAL", BY JACOB ALLEN CARSON, FILED OCTOBER 11, 2023, AS COUNTY SURVEY 21176.
() R2 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB ALLEN CARSON, FILED MAY 1, 2024, AS COUNTY SURVEY 21303.
IR IRON ROD () R3 RECORD INFORMATION PER PLAT OF "EASTON, PHASE 2", BY JACOB ALLEN CARSON, FILED JULY 1, 2024, AS COUNTY SURVEY 21347.
(R) RADIAL BEARING
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60.00'** i
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184
185
186
187
188
189
190
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N00'03138"W 14.06'**
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_ S_00*03'3_8"E 14._50'* _ _ _ SE ARCHER _DRIVE(PUBLIC) S00'03'38"E
* 6.84' C6(R) N86'35'49"W
N00103'38"W 14.50' * - C8(R) SO4'48'38"W
ABLE C7 L=7.62
CURVE T
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
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3'56'37'
101.17'
N86'37'06"W 101.15'
C2*
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0@31'12"
6.97'
N00'00'22"W 6.97'
C3*
708.00'
0*31'12"
6.43'
S00600'22"E 6.43'
C4*
1470.00'
3055'03"
100.51'
N80920'06"W 100.49'
C5*
1530.00'
4'33'47"
121.85'
N80'39'28"W 121.82'
C6*
230.00'
3027'49"
13.90'
N01040'17"E 13.90'
C7*
170.00'
2'34'08"
7.62'
S01'13'26"W 7.62'
C8*
1530.00'
4'52'16"
130.08'
N87'37'30"W 130.04'
1
SHEET 3 OF 6
LA:�o I UN, FHAJt .5
A REPEAT OF PORTIONS OF TRACT 'C' OF °EASTON, PHASE 1", AND
OTHER LANDS, LOCATED IN THE SOUTHWEST 1/4 OF SECTION 15,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 5, 2025
PLLD20220219
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REGISTERED AKS ENGINEERING & FORESTRY, LLC
PROFESSIONAL JOB NAME: EASTON, PHASE 3 2777 NW LOLO DR, STE 150
LAND SURVEYOR
JOB NUMBER: 7326 BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
DRAWN BY: PDF
OREGON
MAY 11, 2021
JACOB ALLEN CARSON CHECKED BY: JAC ENGINEERING • SURVEYING • NATURAL RESOURCES
94570PLS FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
RENEWS:12 31 25 DRAWING NO.: 7326 PLAT PH3
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EASTON, PHASE 3 SHEET 40F6
A REPEAT OF PORTIONS OF TRACT 'C' OF "EASTON, PHASE 1", AND
OTHER LANDS, LOCATED IN THE SOUTHWEST 1/4 OF SECTION 15,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILL METTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 5, 2025
PLLD20220219
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214 3,060 SF i
o
M
M
b I
I
M
--_-___N89'56'22"E 102.00--------
.
____ N _N89'56'22"E 102.00'-----j--
--------------------------
-----------------------I--
6
204 3,060 SF
o
co
0
215 3,060 SF ;
o0
rM
_ ,
--_-N89'S6'22"E 102.00'-------
M
M
� I
M
_______N89'56'22"E
102.00'----I --
M
--
o
4
- - - - - - - - - - - - - - - - - - - - - -
PUE (TYP B) 203 2 448 SF
-
b PUE (TYP C) b
� DTL 216 2,448 SF I 4
0
g
MMJ
o Q'•
a'
N
DTL
N89'56'22"E 102.00'
N
Z I
`"
i
N89'56'22"E 102.00' ;
N
N
o
202 2,448 SF
4
JI
;' �
0
2,448 SF ;
21 7
�
M
o
o-------
CN n , N
N89 56 22 E 102.00-------
m
a
W,
O
o
o------_N89'S6
I N
"' "
22 E 102.00----�_-
M
o
201 2,448 SF
-----------------------
Q -I- -
O
o
Z
4
�
218 2,448 SF
`V I
N89'56'22"E 102.00'
N
J
N
N8905622"E 102.00' I
`V
J
QI
oo,
of
cq
AWE TYP 2 448 SF
( ) 200
�-
oo
219 2,448 SF i
o
`V ,
DTL
----N89'56'22"E 102.00-----__`V
'�
`�'
IJ
___N89'56'22"E 102.00'-___�__
N
M
-
_�
0
----------------------
-
PUE (TYP B) 199 2,448 SF
0
4
- -
o
- - - - - - - - - - - - - - - - - - - - -
--
PUE (TYP C)
DTL 220 2,448 SF ' �
b
� I
`V
DTL N89'56'22"E 102.00'
N
p
`"
N8905622"E 102.000Illi
`V
0
4
1982,448 SF
Z I
o
2,448 SF
221
'd
• ,",
E _____--N89 56 22 E 102.00- - - - - -
N
-
N
_______N89'56'22"E
,
102.00'-----`V
- -
- - - - - - - - - - - - - - - - - - - - - - -
-
--------------------------
197 2,44s SF
222 2,448 SF
N
N8956'22"E 102ldh.00'
N
I
`�'
N89056'22"E 102.009 1
`V
4 19 6 2,448 SF
`� iN89'56'22"E 102.00-------`-V
�O j- - - - - - - - - - - - - - - - - - - - - - -
5 PUE (TYP B) 1 9 5 2,448 SF C)
`V DTL N89'56'22"E 102.00' `V
in \
�(30.00')R1 (30.00')R1 , N N
30.00' 30.00' ai
S89'56'22"W
9* o
194 4,003 SF N
C402 L=8.09'-�
223
2,448 SF,'
-
cq --------N89'56'22"E
102.00'__--�-` -
------------------------�
o
PUE (TYP C)
DTL 224
,
2,448 SF -I
o
4
`V
N89'56'22"E 102.00' i
`V
I
28.77'-,
�'•
225
4,082 SF
�C401 L=20.00'
I
C400 L=101.99'
;
I
S89056'22"W 1113
0.00'* 60.1 S89056'22"W 93.91'* C8 L=1 '* - " ,* 0\-C40330.08
S00'03 38 E 14.50 o L=10.00
N00*03'38"W 14.50'* SEARCHER DRIVE M VC404 L=10.00'
(PUBLIC)
w
30.00, i
(30.00')R1
30.00,
S8956'22"W
60.00'*
L S00'03938"E
6.84'*
--- -L--
C7 L=7.62'*
W
S
V)
O
m
Z
O
U
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C7*
170.00'
2034'08"
7.62'
S0113'26"W 7.62'
C8*
1530.00'
4052'16"
130.08'
N87'37'30"W 130.04'
C400
1530.00'
3'49'09"
101.99'
N87'05'57"W 101.97'
C401
1530.00'
0'44'56"
20.00'
N89'22'59"W 20.00'
C402
1530.00'
018'11"
8.09'
N89'54'33"W 8.09'
C403
1530.00'
0022'28"
10.00'
N8911'45"W 10.00'
C404
1530.00'
0'22'28"
10.00'
N89'34'13"W 10.00'
LEGEND.
• SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
p FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R1; HELD
p FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R2; HELD
0 FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER R3; HELD
ABBREVIATIONS
•
MEASURED AND RECORD DATA PER R1 AND R2
•�'
MEASURED AND RECORD DATA PER R2 AND R3
W/YPC
WITH A YELLOW PLASTIC CAP
W/AEC
WITH p 2" ALUMINUM CAP
IR
IRON ROD
PUE
PUBLIC UTILITY EASEMENT
DTL
SEE DETAIL SHEET 7
PSDE
PRIVATE STORM DRAINAGE EASEMENT
AWE
AVION WATER COMPANY EASEMENT
SF
SQUARE FEET
(TYP)
TYPICAL
(TYP A)
TYPICAL PUE TYPE A
(TYP B)
TYPICAL PUE TYPE 8
(TYP C)
TYPICAL PUE TYPE C
DBC
DESTROYED BY CONSTRUCTION; RESET WITH
5/8" IR W/AEC INSCRIBED `AKS ENGR."; PER
POST MONUMENTATION NOTE (SEE SHEET 2)
1
SCALE: 1 "= 40 FEET
lmmiiiiiii� ..........
40 0 8 20 40
Z L /Zo2S
REGISTERED
PROFESSIONAL
LAND SURVEYOR
oo�
OREGON
MAY 113, 2021
JACOB ALLEN CARBON
94570PL5
RENEWS: 12 31 25
JOB NAME: EASTON, PHASE 3 AKS ENGINEERING &FORESTRY, LLC
2777 NW LOLO DR, STE 150
JOB NUMBER: 7326 BEND, OR 97703541.317.8429
WWW.AKS-ENG.COM
DRAWN BY: PDF
CHECKED BY: JAC ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING NO.: 7326 PLAT PH3 FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
UPS 21490
I �
** '** „EAS O 2" N00'03'38"W 3.00'**
I N00'03 38 W 11.00 S00'03 38 E 10.87 PHA, 109 112
N89'Nit
'"io5 N89 56 22 E 202.00 ** 108 N89'56'22"E
60--------101.00'---------1-i
-----------101.00'---------60.00'** N89*56'22"E 101.00'**
I DBC
P - o i 30.00' 30.00' i •1
236 i ° 237 M � 30.00')R3 (30.00')R3 0 259 o0
27.13 ,��' 1 4
I 33.00' 4,444 SF i . 3�838 SF 1 1 1 �- 31.00 3,434 SF I "'
-------N89 56 22 E 101.00-____�_•
1_____N89056'22"E 101.00' 1 _1____-N89'56'22"E 101.00'-------
------•----------------------i-
T PUE TYP B ( )
---------
� PUE TYP C 1 --
1 -- ( ) I ., p-� i I PUE (TYP B) i -
°TL 235 1 o o o °�` 258
ro 3,434 SF ; M c6 238 1 00 M 1 M
„ 1 4,848 SF 3,838 SF I
-------N89 56 22 E 101.00-----�-- 8.00 - I-------N89'56'22"E 101.00'------
-----------------------�- 1
j------N89'56'22"E 101.00'---- ------------------------- -
1 '
I
234 I o
�1 -
`�' 3,838 SF i r`' 239 10.00' c6 257 N p
__ " ' n 8 00 3,838 SF PUE i �' 4,444 SF �' `-'i co
--.-----N89 56 22 E 101.00-----4--
1 = --------------------I -' ------N89'56'22"E 101.00'- _ I Lo=1-----N89'56'22"E 101.00' � -- - N
PUE (TYP B) i / � _ _
DTL 10 00' I--------------------i - ;r, ai --I��------------ I w
o o �+- N -- PUE (TYP B) I ap
4 233 PSE o.4- 6 _ - N 0 256 Q �je)
' 4,444 SF i o 00 240 _ ,,, •-• o ' M ro 3,434 SF i " Q
=2-_---N89e56'22"E 101.00'-----1To
`- 4,848 SF N a i o-------N89'S6'22"E 101.00'----- - N
12.00----------------------- -
I _� ------ --�----------+--. / 1 o W z m I
AWE I------N89*56'22"E 101.00'- - -L- Z () I N I
o °'� 232 -
------------------ -
00
c-i
, q
M 3,434 SF M o 1- J M PUE 255 '00
1-----N89'56'22"E 101.00'-----1.. 1 N 241 Lo I o a 'cj o "� (TYP B) 4,848 SF 10.00'-i-i `r
W o ___ ,�, N M O J o PSE 1 TRACT K
----------------- -
(� N - PUE (TYP B) I % 16.00, 3,838 SF 1 J m Z=1_-___ " I
ICJ p, N 1 „ N89 56 22 E 101.00 ----- -
W Q o DTL 1-�_____N89'56 22 E 101.00 -____I _ J a �_ „ STON•"
1 0 3 I O 1`-' _---------------------I EA
�2 a Z M o t o .�--------------10.32' --�- / 0. 14.45' I PHASE 2
�oW� 231 I� I Q-C:)
o N a v 4,848 SF 2.00' N 242 - C514 1 , j C504 254 o
O o p� po L=23.68 1 W
Q Im Z 3,436 SF I - L-23�55 3,836 SF 1
p -- ---N89'56'22"E 101.00'---- �. .�_____N89056'22"E 101.22'-----� - - N8956'22"E 100.78'_----
U-ia -- ------------------ o ---------------------- i-- M---------------------- I -
Z I o t \
Q I o 0 0 1� I 1
m o � co 230 W 100
p W �`' N 3,838 SF ;M M "' 243 J PUE 253
U cl) 1=1-----N89'56'22"E 101.00'---- b 4,894 SF i I o DTL Lo 4,483 SF I
V 1
� 12.00 I - _
-�------------------- �'"-• i " rn -- N89'56'22"E 102.71' �
-- PUE (TYP B) i _� _N89'S6'22"E 102.99'----�-- ------ ----_
o DTL 1C---------------------- O ,
30.00' 229 o o r-- „ co c5os
I M 3,434 SF I M O PUE DTL ���, N l u L=34.08' 252 I
r " r I 1 N � I O J O � �-
----_--N89 56 22 E 101.00 _____�_ 244 C516 1 a, 0 3,502 SF t "�
----------------------- ; "' 16.00' L=38.09' I �' " ,
I 3 961 SF I-------N89'56 22 E 103.13 ----- - u)
1 I I
N89'56'22"E 105.66------------------------i -
------------t--
co
228 I ------------------------� C507 L=48.26' t
I �, t
o N t
I o t I o uj
4;444 SF i 1 N -C:) II 30.00' t 30.00' PUE251
-1-----N89'56 22 E 101.00 -----1 -• 245 I DTL 4,933 SF I
-� ---PUE TYP B ____-----� ! 16.00' 4,743 SF i d"
i DTL ( ) 1 I t =_ ---- N89'56'22"E 102.10'---- I--
1 - - - - - - - N89 56 22 E 110.17-----�-- \ -_ ----------------------I-- t�
I -- - - - - - - - - - - - - - - - - - - - - - - - - - C508 L=10.19' I
coo' 227 ' co C518 L=13.87' 1 C509
4 848 SF i "- o tt t I L=24.04' 250 i M
I 1 M o I \ 3,447 SF ,
I _______N89 56 22 E 100.84 ----- -
o "
=1_____N89'56'22"E 101.00'-----L � 246 C519 I
5,426 SF L=34.44 j N ,n
-�-------------------r- 16.00' o I
r
27.79' PUE (TYP B) i .� ______N89'56'22"E 115.53'------I I rn rn C510
DTL - -- it M
(30.00')R3 i--------------------------+-- rn .� L-38.i1249 1
30.00' t M r� ---� PUE DTL ----�- j 1 o6
0D O o 3,831 SF I M
226 - _
° I co 1 -j , U L t
S89'S6'22'W 1 PSE DTL C521 M=1-____N89'S6'22"E 101_11'_____I
I �
° 5,662 SF 1 io I/� I o r
I 1 L=55.03 ; t- PUE DTL I
60 00 ° ' 247 i C511 L=34.90' i Lo
.1 C5 1
•� 23 L-102.72' 1 i C522 6,997 SF I o I ,0. Go PSE I cV
N00103'38"W C _ 1 L=19.14' i (30.00')R3 (30.00')R3 , � °� -
6.84 * 5-121.85'* _ ° I ! 30.00 30.00 �', 248 1 w
13
C6 - i , ° , " ° ! 6,051 SF i L
L=13.90'* - -�E ARCHE o C4 L- ,
S89 44 02 W
_-- _ R pRIVE 04.5�
(PuB� c - �� _ S0015914"W 8.009*
60•00,* C512 L=19.03'
1 ° ° C513 L=82.14' 1
L=6.97'* N0015'14"E
=C3 14.60'*
L=6.43'*
Cl
L=101.17'*
EASTON, PHASE 3 SHEET SOF6
A REPEAT OF PORTIONS OF TRACT 'C' OF "EASTON, PHASE 1", AND
OTHER LANDS, LOCATED IN THE SOUTHWEST 14 OF SECTION 15,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLZMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 5, 2025
PLLD20220219
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl*
1470.00'
3056'37"
101.17'
S86037'06"E 101.15'
C2*
768.00'
0*31'12"
6.97'
N00'00'22"W 6.97'
C3*
708.00'
0*31'12"
6.43'
S00'00'22"E 6.43'
C4*
1470.00'
3955'03"
100.51'
N80'20'06"W 100.49'
C5
1530.00'
4'3347"
121.85'
N80'39'28"W 121.82'
C6
230.00'
327'49"
13.90'
N01040'17"E 13.90'
C9
1262.00'
7'26'46"
164.01'
S03047'01 "E 163.89'
C10
738.00'
7*14'26"
93.26'
S03053'11"E 93.20'
C500
1232.00'
7026'46"
160.11'
S03047'01 "E 160.00'
C501
768.00'
714'26"
97.05'
N03053'11"W 96.99'
C502
1292.00'
7'2646"
167.91'
S03'47'01 "E 167.79'
C503
708.00'
714'26"
89.47'
NO3'53'11 "W 89.41'
C504
1232.00'
1'05'42"
23.55'
S00'36'29"E 23.55'
C505
1232.00'
2'02'52"
44.03'
S0210'46"E 44.03'
C506
1232.00'
1'35'06"
34.08'
S03059'45"E 34.08'
C507
1232.00'
214'39"
48.26'
S05'5438"E 48.25'
C508
1232.00'
0'28'27"
10.19'
S0716'10"E 10.19'
C509
768.00'
1047'38"
24.04'
S06'36'35"E 24.04'
C510
768.00'
2'50'35"
38.11'
N0417'29"W 38.10'
C511
768.00'
2036'13"
34.90'
S01'34'05"E 34.90'
I FC.,FN I)
•
SET 5/8" IR W/YPC INSCRIBED "AKS ENGR.";
PER POST
MONUMENTATION NOTE (SEE SHEET 2)
■
SET 5/8" IR W/ALC INSCRIBED "AKS ENGR.";
PER POST
MONUMENTATION NOTE (SEE SHEET 2)
p
FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R1; HELD
A
FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R2; HELD
❑
FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER R3; HELD
O
FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R3; HELD
1
SCALE: 1 "= 40 FEET
40 0 8 20 40
2 /zt /Zosr
REGISTERED
PROFESSIONAL
LANDSURVEYOR
2
OREGON
MAY 111, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS:12/31/25
PREPARED FOR.
PAHLISCH HOMES
210 SW WILSON AVE., SURE 100
BEND, OR 97702
JOB NAME: EASTON, PHASE 3
JOB NUMBER: 7326
DRAWN BY: PDF
CHECKED BY.- JAC
DRAWING NO.: 7326 PLAT PH3
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C512
1470.00'
0044'31"
19.03'
S85'01'04"E 19.04'
C513
1470.00'
312'06"
82.14'
S86059'22"E 82.13'
C514
1292.00'
1003'00"
23.68'
S0o'35'08"E 23.67'
C515
1292.00'
2'07'49"
48.04'
S0210'32"E 48.03'
C516
1292.00'
1'41'21"
38.09'
S04005'07"E 38.09'
C517
1292.00'
1057'42"
44.23'
S05'5439"E 44.23'
C518
1292.00'
0036'54"
13.87'
S0711'57"E 13.87'
C519
708.00'
2*47'13"
34.44'
S06'06'47"E 34.43'
C520
708.00'
4058'25"
61.46'
N0213'58"W 61.44'
C521
708.00'
4027'13"
55.03'
NO2'2935"W 55.02'
C522
1530.00'
0'43'00"
19.14'
N78044'05"W 19.14'
C523
1530.00'
3'50'47"
102.72'
N81000'58"W 102.70'
C524
768.00'
3'07'25"
41.87'
N01I8'28"W 41.87'
DESCHUT'ES COMITY SURVEYOR
Films �� �4,192-r;1-
ABBREVIATIONS
•
MEASURED AND RECORD DATA PER R1 AND R2
•*
MEASURED AND RECORD DATA PER R2 AND R3
W/YPC
WITH A YELLOW PLASTIC CAP
W/AEC
WITH q 2" ALUMINUM CAP
IR
IRON ROD
PUE
PUBLIC UTILITY EASEMENT
DTL
SEE DETAIL SHEET 7
PSDE
PRIVATE STORM DRAINAGE EASEMENT
AWE
AVION WATER COMPANY EASEMENT
PSE
PRIVATE STORM EASEMENT
SF
SQUARE FEET
(TYP)
TYPICAL
(TYP B)
TYPICAL PUE TYPE B
(TYP C)
TYPICAL PUE TYPE C
DBC
DESTROYED BY CONSTRUCTION; RESET WITH
5/8- IR W/AlC INSCRIBED 'AKS ENGR."; PER
POST IAONUMENTATION NOTE (SEE SHEET 2)
AKS ENGINEERING &FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.00M
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
CS 2 14 9 0
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C600
1232.00'
013'57"
5.00'
S03005'14"E 5.00'
C601
1232.00'
013'57"
5.00'
S0319'11 "E 5.00'
C602
1232.00'
0-1357"
5.00'
S06'5458"E 5.00'
C603
1232.00'
013'57"
5.00'
S07008'56"E 5.00'
C604
768.00'
0'22'23"
5.00'
NO3'03'23"W 5.00'
C605
768.00'
0'22'23"
5.00'
NO2'41'00"W 5.00'
C606
1470.00'
0035'07"
15.01'
S8817'51 "E 15.01'
C607
1530.00'
0'34'18"
15.26'
N79'22'43"W 15.26'
C608
1530.00'
0'34'22"
15.29'
N78048'24"W 15.29'
I
I
! 10.00'
i PSE
N89056'22"E I
5.00'
I
r �
c
226
�I 0C
M
of c
C)
Z i-15.00'
PSE
PSE
F- 246 DETAIL
-�- " 1 "-20'
N 89'56 22 E
15.00'
1
I
I
I_
I cq
247
100
I
IM
I o
-15.00'- l c
PSE I
I
1
I
C607 L=15.26' '
SE q C608 L=15.29'
RCHER p
RI vE
C600 L=5.00'
C601 L=5.00'
C602 L=5.00'
253
N86'47'48"E PUE
---- S0312'12"E
N89'56'22"E '1` 5.55'
10.03'
�S03'12'12"E
1 4.45'
-� 252
S86'47'48"W PUE
10.00'
LOTS 252-253
PUE DETAIL
1 "-10'
PUE
N82758'°3"E 251
S07'01'57"E
N89'56'22"E /-6.22'
I 10.08, - _!
C603 L=5.00'
��S07'01'57"E
O
.A IJl
_ I 3.78'
S82'S8'03"W 250
O �
Q
PUE
10.00'
0-J
LOTS 250-251
�'
W
PUE DETAIL
N
1 "-10'
ABBREVIATIONS
W/YPC
WITH A YELLOW PLASTIC CAP
IR
IRON ROD
PUE
PUBLIC UTILITY EASEMENT
AWE
AVION WATER COMPANY EASEMENT
PSE
PRIVATE STORM EASEMENT
(TYP)
TYPICAL
(TYP A)
TYPICAL PUE TYPE A
(TYP B)
TYPICAL PUE TYPE B
(TYP C)
TYPICAL PUE TYPE C
LEGEND
• SET 5/8" IR W/YPC INSCRIBED 'AKS ENGR.'; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
1
249
I
I
I
i
--- i 10.00'
, " i PSE
„EAS10N,
"
N 89'18 08 E
!
2
5.00'
--PHASE
I
(W
Q
248
c
i
I
J
a
)
I
TRACT "K'
0
I
; � i�-15.00'
I
W
�I
PSECl
W
Z
PSE I
cn
I
'
I
DETAIL
I
1 „ 20'
C606 L=15.01'
N87'07'49"E PUE
_- 10.00' 249
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EASTON, PHASE 3 SHEET 60F6
A REPEAT OF PORTIONS OF TRACT 'C' OF "EASTON, PHASE 1", AND
OTHER LANDS, LOCATED IN THE SOUTHWEST 1/4 OF SECTION 15,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILL METTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 5, 2025
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PROFESSIONAL
LAND SURVEYOR
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AL4Y 11. 2021
JACOB ALLEN CARBON
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PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVE., SUITE 100
BEND, OR 97702
JOB NAME: EASTON, PHASE 3 AKS ENGINEERING & FORESTRY , LLC
2777 NW LOLO DR, STE 150
JOB NUMBER: 7326 BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
DRAWN BY: PDF
CHECKED BY: JAC ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING N0.:7326 PLAT PH3 FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
2 149 0