HomeMy WebLinkAboutSurvey 21176SURVEYOR'S CERTIFICATE
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
COMMERCIAL", BEING A PORTION OF TRACT 'C' OF "EASTON, PHASE 1" AND OTHER LANDS, LOCATED IN THE SOUTHWEST ONE -QUARTER OF SECTION 15, TOWNSHIP 18 SOUTH, RANGE 12
EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, AND 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 SOUTHWEST CORNER OF TRACT 'B' OF THE
PLAT OF "EASTON, PHASE 1", RECORDED AUGUST 2, 2022, AS INSTRUMENT NUMBER 2022-29828, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG THE SOUTHERLY LINE OF SAID
TRACT 'B', NORTH 89'56'22" EAST 30.00 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR." ON A LINE PARALLEL WITH AND 40.00 FEET EAST OF THE
EASTERLY RIGHT-OF-WAY LINE OF SE 15TH STREET, THENCE ALONG SAID PARALLEL LINE, SOUTH 00'03'38" EAST 629.54 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP
INSCRIBED "AKS ENGR."; THENCE LEAVING SAID PARALLEL LINE, NORTH 89'56'22" EAST 110.00 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR.";
THENCE NORTH 00003'38" WEST 14.50 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE NORTH 89'56'22" EAST 60.00 FEET TO A 5/8-INCH
IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE SOUTH 00'03'38" EAST 14.50 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS
ENGR."; THENCE NORTH 8956'22" EAST 93.91 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE ALONG A CURVE TO THE RIGHT WITH A
RADIUS OF 1530.00 FEET, A CENTRAL ANGLE OF 475216", AN ARC LENGTH OF 130.08 FEET, AND A CHORD OF SOUTH 87'37'30" EAST 130.04 FEET TO A 5/8-INCH IRON ROD WITH A
YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE ALONG A NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 170.00 FEET (RADIUS POINT BEARS NORTH 87'29'30" WEST), A
CENTRAL ANGLE OF 2034'08", AN ARC LENGTH OF 7.62 FEET, AND A CHORD OF NORTH 0113'26" EAST 7.62 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED
"AKS ENGR."; THENCE NORTH 00'03'38" WEST 6.84 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE NORTH 8956'22" EAST 60.00 FEET TO
A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE SOUTH 00'03'38" EAST 6.84 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP
INSCRIBED "AKS ENGR."; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 230.00 FEET, A CENTRAL ANGLE OF 327'49", AN ARC LENGTH OF 13.90 FEET, AND A CHORD OF
SOUTH 01040'17" WEST 13.90 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT WITH A
RADIUS OF 1530.00 FEET (RADIUS POINT BEARS SOUTH 07'03'38" WEST), A CENTRAL ANGLE OF 4'33'47", AN ARC LENGTH OF 121.85 FEET, AND A CHORD OF SOUTH 80'39'28" EAST
121.82 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1470.00 FEET, A CENTRAL ANGLE
OF 3055'03", AN ARC LENGTH OF 100.51 FEET, AND A CHORD OF SOUTH 80020'06" EAST 100.49 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR.";
THENCE NORTH 001514" EAST 8.00 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF
708.00 FEET, A CENTRAL ANGLE OF 0'31'12", AN ARC LENGTH OF 6.43 FEET, AND A CHORD OF NORTH 00'00'22" WEST 6.43 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC
CAP INSCRIBED "AKS ENGR."; THENCE NORTH 89'44'02" EAST 60.00 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE ALONG A
NON -TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 768.00 FEET (RADIUS POINT BEARS SOUTH 89'44'02" WEST), A CENTRAL ANGLE OF 0'31'12", AN ARC LENGTH OF 6.97 FEET, AND
A CHORD OF SOUTH 00'00'22" WEST 6.97 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE SOUTH 00'15'14" WEST 14.60 FEET TO A
5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE ALONG A NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 1470.00 FEET (RADIUS POINT BEARS
NORTH 05'21'12" EAST), A CENTRAL ANGLE OF 0'4431", AN ARC LENGTH OF 19.04 FEET, AND A CHORD OF SOUTH 85'01'04" EAST 19.04 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW
PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE SOUTH 04'36'41" WEST 60.00 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE ALONG A
NON -TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 1530.00 FEET (RADIUS POINT BEARS NORTH 04'36'41" EAST), A CENTRAL ANGLE OF 0'32'29", AN ARC LENGTH OF 14.46 FEET,
AND A CHORD OF NORTH 85'07'05" WEST 14.46 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE SOUTH 0015'14" WEST 21.38 FEET TO A
5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 21'44'29", AN
ARC LENGTH OF 64.51 FEET, AND A CHORD OF SOUTH 10'37'00" EAST 64.12 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE ALONG A
CURVE TO THE RIGHT WITH A RADIUS OF 230.00 FEET, A CENTRAL ANGLE OF 21'4429", AN ARC LENGTH 87.28 FEET, AND A CHORD OF SOUTH 10'37'00" EAST 86.75 FEET TO A
5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE SOUTH 00'15'14" WEST 195.91 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP
INSCRIBED "AKS ENGR."; THENCE SOUTH 89'44'46" EAST 429.55 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE NORTH 0015'14" EAST
14.50 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."; THENCE SOUTH 89'44'46" EAST 45.00 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW
PLASTIC CAP INSCRIBED "AKS ENGR." ON THE EASTERLY LINE OF INSTRUMENT NUMBER 2022-6422, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG SAID EASTERLY LINE, SOUTH
0015'14" WEST 391.76 FEET TO A FOUND 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "DEVTECH" ON THE NORTHERLY RIGHT-OF-WAY LINE OF KNOTT ROAD (30.00 FEET
FROM CENTERUNE); THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE OF KNOTT ROAD, NORTH 89'5931" WEST 974.13 FEET TO A FOUND 5/8-INCH IRON ROD WITH A YELLOW
PLASTIC CAP INSCRIBED "DOWL"; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY LINE OF KNOTT ROAD, NORTH 00'00'29" EAST 20.00 FEET TO A FOUND 5/8-INCH IRON ROD
WITH A YELLOW PLASTIC CAP INSCRIBED "DOWL" ON SAID NORTHERLY RIGHT-OF-WAY LINE OF KNOTT ROAD (50.00 FEET FROM CENTERLINE); THENCE CONTINUING ALONG SAID NORTHERLY
RIGHT-OF-WAY LINE OF KNOTT ROAD, NORTH 89'59'31" WEST 258.24 FEET TO A FOUND 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "DOWL" ON SAID EASTERLY
RIGHT-OF-WAY LINE OF SE 15TH STREET (VARYING IN WIDTH FROM CENTERLINE); THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF SE 15TH STREET THE FOLLOWING COURSES:
ALONG A NON -TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 41.00 FEET (RADIUS POINT BEARS NORTH 42'01'22" EAST), A CENTRAL ANGLE OF 10'45'55", AN ARC LENGTH OF 7.70
FEET, AND A CHORD OF NORTH 42'35'40" WEST 7.69 FEET TO A FOUND 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "DOWL"; THENCE ALONG A CURVE TO THE RIGHT
WITH A RADIUS OF 126.00 FEET, A CENTRAL ANGLE OF 2859'19", AN ARC LENGTH OF 63.75 FEET, AND A CHORD OF NORTH 22'43'03" WEST 63.07 FEET TO A FOUND 5/8-INCH IRON
ROD WITH A YELLOW PLASTIC CAP INSCRIBED "DOWL"; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 761.00 FEET, A CENTRAL ANGLE OF 413'39", AN ARC LENGTH OF 56.15
FEET, AND A CHORD OF NORTH 06'06'34" WEST 56.14 FEET TO A FOUND 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "DOWL"; THENCE NORTH 3213'04" WEST 6.77 FEET
TO A FOUND 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "DOWL" ON SAID EASTERLY RIGHT-OF-WAY LINE OF SE 15TH STREET (40.00 FEET FROM CENTERLINE); THENCE
CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF SE 15TH STREET THE FOLLOWING COURSES: NORTH 00'03'38" WEST 1343.94 FEET, THENCE NORTH 8956'22" EAST 10.00 FEET
TO THE INITIAL POINT. ??zZ 02 Zj
THE ABOVE DESCRIBED TRACT OF LAND CONTAINS 20.04 ACRES, MORE OR LESS. REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
DECLARATION RENEWS: 12 31 23
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, TRACTS, 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 15TH STREET, KNOTT ROAD, SE ARCHER DRIVE, SE EPIC
PLACE, SE BARSTOW PLACE, SE APOLLO PLACE, SE EASTON PLACE, AND SE LEDGER LANE, AS SHOWN HEREON;
AND FURTHER DEDICATES 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 FURTHER DEDICATES TO THE PUBLIC FOREVER THE PUBLIC ACCESS EASEMENTS (PAE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE CITY OF BEND THE SANITARY SEWER EASEMENTS (SSE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE CITY OF BEND THE STORMWATER EASEMENTS (CSE), AS SHOWN HEREON;
AND DOES HEREBY GRANT THE PRIVATE STORMWATER EASEMENTS (PSE) TO BENEFIT TRACT LOT 1, AS SHOWN HEREON;
AND DOES HEREBY GRANT TO AVION WATER COMPANY THE WATERLINE EASEMENT (AWE), AS SHOWN HEREON;
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "EASTON COMMERCIAL", HENCEFORTH TO BE SO KNOWN.
SEE SHEET 2 FOR SIGNATURE
A REPEAT
LOCATED
EAST,
DESCHUTES COUNTY SURVEYOR
�'ri.EQ N"023
PREPARED FOR-
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
EASTON COMMERCIAL
OF A PORTION OF TRACT V OF "EASTON, PHASE
IN THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES
PLAT NOTES
AUGUST 8, 2023
PLLD20220219
SHEET 1 OF 8
1" AND OTHER LANDS,
18 SOUTH, RANGE 12
COUNTY, OREGON
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PLLD20220219.
2. THIS PLAT IS SUBJECT TO REGULATIONS, INCLUDING LEVIES, LIENS, ASSESSMENTS, WATER AND IRRIGATION RIGHTS AND EASEMENTS FOR DITCHES AND CANALS OF THE
ARNOLD IRRIGATION DISTRICT.
3. THIS PLAT IS SUBJECT TO THE EXISTENCE OF ROADS, RAILROADS, IRRIGATION DITCHES AND CANALS, TELEPHONE, TELEGRAPH AND POWER TRANSMISSION FACILITIES.
4. THIS PLAT IS SUBJECT TO THE RIGHTS OF THE PUBLIC TO ANY PORTION OF THE LAND LYING WITHIN THE AREA COMMONLY KNOWN AS SE 15TH STREET.
5. THIS PLAT IS SUBJECT TO ANY VESTED AND ACCRUED WATER RIGHTS FOR MINING, AGRICULTURAL, MANUFACTURING, OR OTHER PURPOSES AND RIGHTS TO DITCHES AND
RESERVOIRS USED IN CONNECTION WITH SUCH WATER RIGHTS, AS MAY BE RECOGNIZED AND ACKNOWLEDGED BY THE LOCAL CUSTOMS, LAWS AND DECISIONS OF THE
COURTS, AND THE RESERVATION FROM THE LANDS HEREBY GRANTED, A RIGHT OF WAY THEREON FOR THE DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF
THE UNITED STATES, RECORDED SEPTEMBER 22, 1916, AS PATENT NUMBER 538834, GENERAL LAND OFFICE.
6. THIS PLAT IS SUBJECT TO THE EASTON SOUTH ANNEXATION AGREEMENT, RECORDED AUGUST 23, 2021, AS INSTRUMENT NUMBER 2021-48845, OFFICIAL RECORDS.
7. THIS PLAT IS SUBJECT TO A STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED JUNE 28,
2022, AS INSTRUMENT NUMBER 2022-25602, OFFICIAL RECORDS.
8. THIS PLAT IS SUBJECT TO A PUBLIC FACILITIES IMPROVEMENT AGREEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED AUGUST 5, 2021, AS INSTRUMENT
NUMBER 2021-45627, OFFICIAL RECORDS.
9. THIS PLAT IS SUBJECT TO A PUBLIC FACILITIES IMPROVEMENT AGREEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED OCTOBER 26, 2022 AS
INSTRUMENT NUMBER 2022-38764, OFFICIAL RECORDS.
10. THIS PLAT IS SUBJECT TO EASEMENTS, CONDITIONS, RESTRICTIONS, AND NOTES AS DELINEATED ON THE RECORDED PLAT OF "EASTON, PHASE 1". A PUBLIC UTILITY
EASEMENT AS SHOWN.
11. THIS PLAT IS SUBJECT TO A PUBLIC FACILITIES IMPROVEMENT AGREEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED MAY 15, 2023, AS INSTRUMENT
NUMBER 2023-11338, OFFICIAL RECORDS.
12. THIS PLAT IS SUBJECT TO THE NON -STATUTORY DEVELOPMENT AGREEMENT, RECORDED AUGUST 30, 2023, AS INSTRUMENT NUMBER 2023-21540, OFFICIAL RECORDS.
13. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED SEPTEMBER 5, 2023, AS INSTRUMENT NUMBER 2023-22014, OFFICIAL RECORDS.
14. TRACTS 'A', 'B', 'C', AND 'D' ARE FOR OPEN SPACE.
15. NO DIRECT VEHICULAR ACCESS WILL BE PERMITTED FROM INDIVIDUAL LOTS ONTO KNOTT ROAD OR 15TH STREET.
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE AND MONUMENT A PORTION OF TRACT 'C' OF "EASTON, PHASE 1", AND A PORTION OF THE LANDS DESCRIBED IN
INSTRUMENT NUMBER 2022-6422, DESCHUTES COUNTY OFFICIAL RECORDS, INTO LOTS, TRACTS, ROADS, AND EASEMENTS.
BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN) DESCHUTES 13
TRANSFORMATION. THE BEARING OF THE SOUTH LINE OF TRACT 'C' OF "EASTON, PHASE 1" IS SOUTH 89954'42" WEST.
THE BOUNDARY OF TRACT 'C' OF "EASTON, PHASE 1" WAS ESTABLISHED BY HOLDING THE FOUND PLAT MONUMENTS ALONG SAID BOUNDARY.
THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15 WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT AT THE SOUTHWEST
SIXTEENTH CORNER PER COUNTY SURVEY 03964, AND MONUMENTS ALONG SAID LINE PER COUNTY SURVEYS 03964 AND 19507.
THE NORTH RIGHT-OF-WAY LINE OF KNOTT ROAD WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID LINE PER COUNTY SURVEYS 03964 AND 20447.
THE EAST RIGHT-OF-WAY LINE OF SE 15TH STREET WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID LINE PER THE PLAT OF "EASTON, PHASE 1" AND
COUNTY SURVEYS 03870 AND 20447.
SHEET INDEX
1. SURVEYOR'S CERTIFICATE, DECLARATION, PLAT NOTES, AND SURVEYOR'S NARRATIVE
2. DECLARATION SIGNATURE, ACKNOWLEDGMENT, CONSENT AFFIDAVIT, ASSESSOR'S CERTIFICATE, APPROVALS, AND
POST-MONUMENTATION NOTE
3. PLAT BOUNDARY
4. PLAT BOUNDARY AND REFERENCES
5. TRACT 'A', PORTIONS OF LOT 1 AND TRACT 'B', AND TRACT 'A' DETAILS
6. LOTS 2-4, TRACT 'C', PORTIONS OF LOTS 1, AND 5, AND TRACTS 'B' AND 'D'
7. LOT 6, AND PORTIONS OF LOT 5 AND TRACT 'D', AND LOT 6 DETAILS
8. DETAILS
Deschutes County Official Records
Steve Dennison, County Clerk 2023-25204
c4 S c°,,
01497585202300252040080080
D-PLAT Cnt=1 Pgs=8 Stn=2 10/10/2023 11:28 AM
$50.00 $11.00 $61.00 $10.00 $6.00 $138.00
91
N
EASTON COMMERCIAL
A REPEAT OF A PORTION OF TRACT 'C' OF "EASTON, PHASE 1" AND OTHER LANDS,
LOCATED IN THE SOUTHWEST 1/4
WILLAMETTE MERIDIAN,
DECLARATION SIGNATURE
PAHLISCH HOMES AT EASTON LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP
BY: PAHLISCH HOMES, INC.
ITS GENERAL PARTNER
e .2
BY: _VLA
MATT NELSON, CHIEF EXECUTIVE OFFICER
ACKNOWLEDGMENT
STATE OF OREGON )
SS
COUNTY OF DESCHUTES )
DATE
ON THIS DAY OF ju 2023, BEFORE ME PERSONALLY APPEARED MATT NELSON, CHIEF EXECUTIVE
OFFICER PAHLISCH HOME , IN E GENERAL PARTNER OF PAHLISCH HOMES AT EASTON LIMITED PARTNERSHIP, AN
OREGON LIMI D PARTNERSHIP A ACKNOWLEDGED SAID INSTRUMENT TO BE THE VOLUNTARY ACT AND DEED OF PAHLISCH
FMMES 6T tF TON kIAITED ASHIP, AN OREGON LIMITED PARTNERSHIP.
T
MY COMMISSION EXPIRES 202/4
CONSENT AFFIDAVIT
A SUBDIVISION PLAT CONSENT AFFIDAVIT BY WASHINGTON FEDERAL BANK, A TRUST DEED BENEFICIARY PER INSTRUMENT
NUMBERS 2021-55530, 2022-29781, AND 2023-05712, DESCHUTES COUNTY OFFICIAL RECORDS, HAS BEEN RECORDED ON
0:4- loc)c � h' 2023, AS INSTRUMENT NUMBER ZC) 23 - 2-5 2-0 3 DESCHUTES COUNTY OFFICIAL RECORDS.
ASSESSOR'S CERTIFICATE
HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES, AS REQUIRED
BY ORS 92.095 TO BE PLACED ON THE TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL BECOME
A LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME.
DESCHUTES COUNTY ASSESSOR: 0 1.0 - v o - ?0 2's
DATE
HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE
DESCHUTES COUNTY TAX COLLECTOR: vv6,.y+-TTrYRe �! �,C R, ����0'�Z3
DATE
OF SECTION 15, TOWNSHIP
CITY OF BEND, DESCHUTES
AUGUST 89 2023
PLLD20220219
18 SOUTH, RANGE 12 EAST,
COUNTY, OREGON
APPROVALS
THE PLAT OF "EASTON, COMMERCIAL", HAS BEEN APPROVED BY:
DESCHUTES COUNTY COMMISSIONER:
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L0—1,0,. ;,oa-3
DATE
DESCHUTES COUNTY SURVEYOR: Dig /a - 09
DATE
CITY OF BEND PLANNING DIRECTOR: 9-1,249��S
DATE
CITY OF BEND ENGINEER: 9 - 7 - Z'y Z3
DATE
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO
THE PUBLIC.
POST—MONUMENTATION
I, JACOB ALLEN CARSON, DO HEREBY CERTIFY THAT IN ACCORDANCE WITH ORS 92.070(2), POST-MONUMENTATION
OF THE REMAINING INTERIOR CORNERS WILL BE COMPLETED WITHIN 180 DAYS OF THE COMPLETION OF STREET AND
UTILITY IMPROVEMENTS ASSOCIATED WITH THIS PLAT.
JACOB ALLEN CARSON, PLS 94570
INTERIOR AND CENTERLINE MONUMENTS WERE SET ON
POST-MONUMENTATION RECORDED ON
OF DESCHUTES COUNTY RECORDS.
DESCHUTES COUNTY SURVEYOR DATE
611712—oZ
REGISTERED
PROFESSIONAL
LAND SURVEYOR
FiLED f f B�,q I h'tj S
OREGON
------- -.--- _ MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 23
PER AFFIDAVIT OF
AS INSTRUMENT NO.
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WiLSON AVE #100
BEND, OR 97702
SHEET 2 OF 8
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A REPEAT OF A PORTION 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
.0sT°"; REMAINDER OF AUGUST 8, 2023
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S00'03'38"E 14.50'
N89'56'22"E 93.91' C3 L=13.90' -
N00'03'38"W S00'03'38"E-
6.84' 6.84'
C2 L=7.62 N89'56'22"E
Cl L=130.08' 60.00'
C2 (R) N87'29'30"W ----v--�
SE ARCHER DRIVE (PUBLIC)
SE EPIC PLACE (PUBLIC)
(S3213'10"E 6.74')R14
(S3213'10"E 6.73')R11
-N3213'04"W 6.77'
2
SE EASTON PLACE (PUBLIC)
I�
LA
% (S89'59'37"E 258.24')R14
(S89'59'34"E 258.24')R11
LA
`s• �-N89'59'31 "W 258.24'
O
(R) N42'01'22"E
0
_ (L=7.70')R11,R14
-C12 L=7.70' o - -
d-
V
(S00'00'23"W 20.00')R11,R14
-N00'00'29"E 20.00'_
REMAINDER OF INST.
NO. 2022-6422
C6 L=6.43'
N001614"E -
8.00'
C5 L=100.51'
C4 L--- 121.85�
SW 1/16 CORNER
SCALE: 1 =100 FEET
100 0 20 50 100
(R) S89'44'02"W
N89044'02"E C7 L=6.97'
60.00' -,,,----S00'15'14"W 14.60'
C4() S07'03'38"W
_ �R�S'21'12"E
I
SE BARSTOW
PLACE (PUBLIC)
I_
0 "
J �
0'
G. W
aQ
W I .J
N a.
I
- --1296.19'
M
KNOTT ROAD
0
0
0
-C8 L=19.04'
-SO4*36141 "W 60.00'
(R) N04'3641"E
-C9 L=14.46'
3001514"W 21.38'
�00"C10 L=64.51'
v
a;0
r--
L6
O�
t-
0
cn
INST. NO.
2021-58433
N89'56'30"E 7.11'
(N89'56'30"E 7.11)R12,R13
N
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to M
a:CO
., co
ifs (V
to�
to a
vo
CN v
INST. NO.
2021-26044
C--S--SW
1 /64
M
CORNER
M
c 2
cVcn ^
CN N
rM _ . -q.
rn M M
CN�(Dcn
Ln N
�7-
o :
_ O s
U-) N �-
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c ^o 0
v �
N N
S89'44'46"E 45.00'
C)
N00'15'14"E 14.50'
of
co
S89'44'46"E 429.55'
5 I 6
TRACT V
SE LEDGE
LANE (PUBLIC)
R
m
�o
I
o -
o
� M
M Co
o�
o c
w
N n
cio
rn t
o
c
^
M N
M
M
co
M
s
N
�-
co :-
o
LO
)
a'
T
o
`O o
we
t
INST. NO.
2018-37904
SHEET 3 OF 8
rt ._-u CHUTES COUNTY SURVEYOR
F
1 -- �e . ee1 I� n s
-�t D 13- 10
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
1530.00'
4*52'16"
130.08'
S87'37'30"E 130.04'
C2
170.00'
234'08"
7.62'
N01 "13'26"E 7.62'
C3
230.00'
3'27'49"
13.90'
S01'40'17"W 13.90'
C4
1530.00'
4'33'47"
121.85'
S8003928"E 121.82'
C5
1470.00'
3'5503"
100.51'
S80'20'06"E 100.49'
C6
708.00'
0*31'12"
6.43'
N00'00'22"W 6.43'
C7
768.00'
0'31'12"
6.97'
S00'00'22"E 6.97'
C8
1470.00'
0'44'31"
19.04'
S85'01'04"E 19.04'
C9
1530.00'
0'32'29"
14.46'
N85'07'05"W 14.46'
C10
170.00'
21'44'29"
64.51'
S10'37'00"E 64.12'
C11
230.00'
21'429"
87.28'
S10'37'00"E 86.75'
C12
R14
R11
41.00'
(41.00'
(41.00'
10*45'55"
10*45'55"
10045'51
7.70'
7.70'
7.70'
N42'35'40"W 7.69'
S42'35'46"E 7.69')
S423545"E 7.69')
C13
R14,R11
126.00'
(126.00'
28*59'19"
28*59'19"
63.75'
63.75'
N22'43'03'W 63.07'
S22'43'1 A 63.07')
C14
R14,R11
761.00'
(761.00'
413'39"
413'39"
56.15'
56.15'
N06'06'34"W 56.14'
S06'06'40"E 56.14')
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR"
O
FOUND 5/8" IRON ROD W/YPC INSCRIBED "DOWL";
PER R11; HELD
0
FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR."; PER R13; HELD
D
FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR."; PER R12; HELD
❑
FOUND 5/8" IRON ROD, NO CAP, PER R4, HELD
0
DENOTES FOUND MONUMENT AS NOTED; HELD
W/YPC
WITH A YELLOW PLASTIC CAP
INST. NO.
INSTRUMENT NUMBER
POE
POINT OF ENTRY
IR
IRON ROD
DBC
DESTROYED BY CONSTRUCTION
NRS
NOT RESET THIS SURVEY
RAS
RESET AS SHOWN
o
(R)
RADIAL BEARING
zzOR
c�
co
to
a
W
I�-
m
-
a
PREPARED FOR
FOUND 5/8" IR W/YPC INSCRIBED
"BRYANT LS920"; BENT, TIED POE;
UNKNOWN ORIGIN; DBC; RAS
o " " o
M N89 59 31 W 974.13 (N89 58 29 W)R6 (N89 59 33" W)R9
FOUND 5/8" IR W/YPC
M N89'5931W 2622.19
" (N89'59'10"W 2622.26')R4 (N89-57'24"W 2622.22')R17 (N89'59'33"W 2622.21')R9 INSCRIBED "DEV TECH"; PER R9;
r- (N89'58'29"W 2622.28')R1,R6 - (N89'58'51"W 2616.72)R5 - (N89'59'10"W 2622.53')R16 (N89'59'34"W 2622.28')R15 -DBC; NRS
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 23
1/4 CORNER
15 FOUND 3-1 /4" ALC
IN MONUMENT WELL,
22 MARKED AS SHOWN;
PER OCRR 2011
w m
m
z
z Z
0 0
o�
z
M U
o�
WJ�zW Np4W
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W I ^ Q
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W Z
W
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oW
cnLu
F-
m V
as
� a
Qa
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p
Z
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C5
cr- �
cr-
w
Wcn
F-
z
0 CC
z 0
EASTON COMMERCIAL
A REPEAT OF A PORTION 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
AUGUST 8, 2023
PLLD20220219
CURVE
TABLE
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR."; PER R13; HELD
FOUND 5/8" IRON ROD W/ALC INSCRIBED "AKS
ENGR."; PER R13; HELD
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR."; PER R12; HELD
❑ FOUND 5/8" IRON ROD, NO CAP, PER R4, HELD
p DENOTES FOUND MONUMENT AS NOTED; HELD
W/YPC WITH A YELLOW PLASTIC CAP
W/ALC WITH A ALUMINUM CAP
IR IRON ROD
INST. NO. INSTRUMENT NUMBER
(NTS) NOT TO SCALE
DBC DESTROYED BY CONSTRUCTION
NRS NOT RESET THIS SURVEY
CURVE
RADIUS
DELTA
LENGTH
CHORD
C400
R12,R13
1140.00'
11'2829"
228.31'
S82'07'34"W 227.93'
1140.00'
11'28'29"
228.31'
S82'07'34"W 227.93'
C401
R12,R13
470.00'
17'53'34"
146.78'
N21'20'18"W 146.18'
470.00'
17'53'34"
146.78'
N21'20'18"W 146.18'
C402
R12,R13
530.00'
17'23'39"
160.90'
N21'35'15"W 160.28'
530.00'
17'23'44"
160.91'
S21'35'13"E 160.30'
C403
R13
1160.00'
O'50'29"
17.03'
N89'29'27"E 17.03'
1160.00'
0'50'29"
17.03'
N89'29'27"E 17.03'
C404
R13
970.00'
0'34'02"
9.60'
N8713'48"E 9.60'
970.00'
0'34'02"
9.60'
N87'13'48"E 9.60'
C405
R13
2040.00'
0'21'08"
12.54'
S81'27'34"W 12.54'
2040.00'
O'21'08"
12.54'
S81'27'34"W 12.54'
1
H
W
LV
I-
U)
F-
tn
W
I �
N89-56'22"E
140.00'I
INITIAL POINT
SW CORNER TRACT 'B'
I
DBC; NRS j
10.00'
(10.00')R13
I
�"�
00 00 M
) N M M
O p Q
M
00�r-
z z �
FOUND 5/8" IR W/YPC "INSCRIBED
R.P.S. NO. 920 ; PER R1, I
(STA: 43+21.21 39.96 RT)R11; I
DBC; NRS
i T
w r-� I r
(,) (N00'03'38"W
I
64.45')R13
N00'03'38"W
a'
a
64.45'
v
I
88 87
a 80
W (N89'56'22"E
777 75
(N89'56'22"E
102.00')R13
N89'56'22"E'
102.00'
o s�e�
wjme w
�oev�c�r
FOUND 5/8" IR
W/YPC INSCRIBED
"DEVTECH", PER
R8; HELD
13 374 373 372 71
(N89'50'55"E 84.72')R13
(N89'50'55"E)R8,R12
N 89'50' 55"E
21 84.72'
Lj
48.99'
_ ' ' (48.99')R13
I Lo o0
o 0 35.73
o (35.73')R13
0 0
zr z
I I�
SE D E LTA (S89'50'55"W 3.91')R13
_-S89'50'55"W 3.91'=
DRIVE
-30.00' (30.00')R13
I
I� M _ � 30.00 (30.00 )R13
o � o 0 100.00'
0
(100.00')R13
o rn
o C) Cl (S89'50'55"W 1.87')R13
r z S89'50'55"W 1.87'
ICI 22f(Nc.
ooS
9.99' (9.99')R13
8o;oo
Z N C:) N
10.00 (10.00')R13
v Z
Ul 3 ` o
'
(L=12.54)R13
"EASt0N1�
7 M CD
M
C405 L=12.54'
PHASE
o
O oMZ
0 23Cl
ai M
'
O� CV
O O W- r
Lo(^
CA1-DERA
_
__ cn o o
r
o N N
Q 000
m
U)
24
40.00'
Q
^ (40.00')R13
lur
r r
N o-
ui
�
cfl (fl
N N
r
U-) Lo
N
ALLEY
N
�
10.17' (10.17')R13
_ � rn
10.16(10.16)R13
__�--- -- O p
0 0
M.
I o o
7:
I
CP
i
(L=17.03')R13 59
to
of m
C404 L=9.60'
r
1
(30.00')R13
,�, uj r•,
130.00'
1 � 0 �
SE DENVER DRIVE - - -(3a.00')R13
0 00 0 0
30.00'
��`�V)to
LU _j ALLEY
cna---
62161160
�2 �
73 72 71 70 69 68 67 66 65 64 63 � � o0
m Lo o
0000
o � Q r
L(N86-54'42-E'409'.45')Rl3 r z
N89'5442"E 409.45'- -
(N89'56'22"E 150.00')R13 L1J 182.00')R13 79 I v '~
N89'56'22"E 150.00' C/) N89'56'22"E 30.00' (30.00')R13
110.00' 18200,
78
1
'-30.00,
Lo
0)
co
�Q
102.00'
730.00' 30.00' (120.00')R13
0.00')R13 (30.00')R13
- S00'03'38"E 4.29'
(So0'03'38"E 4.29')R13
S00'03'38"E 6.84'
(S00'03'38"E 6.84')R13
10.00'
(10.00')R13
�10.00
(10.00')R13
SEE SHEET 3
(379.45')R13
REMAINDER OF
TRACT 'C'
C403 L=17.03'
(L=17.03)R13
(N89'55'01 "E 1278.40')R7 (N89'55'01 "E 1278.47)R9
N89'54'42"E 1278.46' (S89'54'42"E 1278.46')R12,R13 (N89'56'04"E 1278.41')R1,R6
1238.46'
-10.00'
(10.00')R13
C400 L=228.31'
(L=22a.31')R12,R13
N00'55'47"W 20.00'
(N00'55'47"W 20.00')R13
-10.00'
(10.00')R13
SEE SHEET 3
PARCEL 1
INST. NO.
2021-58433
a
REFERENCES
SHEET 4 OF 8
( )R1 RECORD INFORMATION PER BOUNDARY SURVEY, BY RICHARD L. BRYANT, FILED SEPTEMBER 28, 1990,
AS COUNTY SURVEY 03870.
( )R2 RECORD INFORMATION PER MINOR PARTITION MP-80-27, BY DAVID C. HOERNING, FILED JANUARY 9,
1981, AS COUNTY SURVEY 03952.
( )R3 RECORD INFORMATION PER BOUNDARY SURVEY, BY EDGAR W. GRAVES, DATED JULY 28, 1978, FILED
AS COUNTY SURVEY 03956.
( )R4 RECORD INFORMATION PER MAJOR PARTITION MJP-78-10, BY EDGAR W. GRAVES, DATED FEBRUARY
1978, FILED AS COUNTY SURVEY 03964.
( )R5 RECORD INFORMATION PER BOUNDARY SURVEY, BY GARY W. HICKMAN, FILED JANUARY 15, 1978, AS
COUNTY SURVEY 03965.
( )R6 RECORD INFORMATION PER BOUNDARY SURVEY, BY RICHARD L. BRYANT, FILED JULY 24, 2002, AS
COUNTY SURVEY 15040.
( )R7 RECORD INFORMATION PER RECORD OF SURVEY, BY SCOTT C. BOLDUC, FILED MAY 26, 2017, AS
COUNTY SURVEY 19359.
( )R8 RECORD INFORMATION PER PLAT OF "BRIDGES AT SHADOW GLEN, PHASES 48, 5 AND 6", BY JOHN A.
MCCOY, FILED OCTOBER 23, 2017, AS COUNTY SURVEY 19489.
( )R9 RECORD INFORMATION PER RECORD OF SURVEY, BY JOHN A. MCCOY, FILED NOVEMBER 28, 2017, AS
COUNTY SURVEY 19507.
( )R10 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB D. POWELL, FILED OCTOBER 2, 2020, AS
COUNTY SURVEY 20324.
( )R11 RECORD INFORMATION PER BOUNDARY SURVEY, BY BRIAN C. COURSEN, FILED FEBRUARY 3, 2021, AS
COUNTY SURVEY 20447.
( )R12 RECORD INFORMATION PER RECORD OF SURVEY, BY MICHAEL S. KALINA, FILED OCTOBER 20, 2021, AS
COUNTY SURVEY 20641.
( )R13 RECORD INFORMATION PER PLAT OF "EASTON, PHASE 1" BY JACOB ALLEN CARSON, FILED AUGUST 3,
2022, AS COUNTY SURVEY 20876.
( )R14 RECORD INFORMATION PER RIGHT-OF-WAY DEDICATION DEED, RECORDED AUGUST 12, 2019, AS
INSTRUMENT NUMBER 2019-28870, OFFICIAL RECORDS.
( )R15 RECORD INFORMATION PER RECORD OF SURVEY, BY BRIAN C. COURSEN, FILED SEPTEMBER 3, 2020,
AS COUNTY SURVEY 20293.
( )R16 RECORD INFORMATION PER BOUNDARY SURVEY, BY JEAN WM. HAWTHORNE, DATED OCTOBER 8, 1967,
AND FILED AS COUNTY SURVEY 04892.
( )R17 RECORD INFORMATION PER BOUNDARY SURVEY, BY JEFF KERN, FILED FEBRUARY 1, 1990, AS COUNTY
SURVEY 04123.
(S76'23'20"W 48.34)R12,R13
-S76'23'20"W 48.34'
SW 1/16 CORNER
(N3017'05'W 33.21')R12,R13
-N30'17'05"W 33.21'
9l ! 712oZ.3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12/31/23
ICI
SCALE: 1 "=100 FEET
(L=160.91')R12,R13 "Noml m i
-C402 L=160.90' 100 0 20 50 100
(N89'56'30"E 7.11')R12,R13
-N89'56'30"E 7.11'
PREPARED FOR
PAHUSCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
INITIAL
I POINT
DBC; NRS
I 10.00'�
I
I 10.00'
PUE
oLo
z 10.00'
V)m
z o
U
r
�w
�o
N
L rn
0 0
z z
o CA
I
I 50.00'
I
10.00'
I ROW DED
I
w
W rn
W vi
1=` to
r Ir-
cl) 3
co
U-) ih
T 0
I N Z
10.00'
PUE
I
I
I
AWE DTL -
(THIS SHEET)
PAE DTL -
(THIS SHEET)
I
40.00'
-�
11
I
NO
rn M
co ro
�I00
ao 10.00'
o ROW DED
Cl
N89*56'22"E
40.00'
30.00'
I
I
I
I_ -
I
�I
wl 00
rn
� r-
o`
no I
I
I�
I�
/I
40.00'
►-----A
30.00'
t,
I
PUE DTL
(THIS SHEET)
OEASTON'"
PHASE 1
REMAINDER OF
TRACT 'C'
PAE DTL
(THIS SHEET)
PUE DTL
(THIS SHEET)
PAE DTL
(THIS SHEET)
N
co
w
co
o Pe)
Q
M o
o
cn
REMAINDER OF
INST. NO.
2022-6422
IN
PAE DTL SCALE: 1 "= 50 FEET
(THIS SHEET)
1!!!
50 0 10 25 50
SE EPIC PLACE
(PUBLIC)
N00'03'38"W 14.50'-
N89*56'22"E 110 00'
30.00 ( '
0
a
M - -
0
C)
6
30.00'
N89'56'22"E 140.00'
180.00'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
1530.00'
452'16"
130.08'
N8737'30"W 130.04'
C2
170.00'
2'34'08"
7.62'
N0113'26"E 7.62'
C3
230.00'
3'27'49"
13.90'
S01'40'17"W 13.90'
C4
1530.00'
4'3347"
121.85'
S80'39'28"E 121.82'
C5
1470.00'
3'55'03"
100.51'
S80'20'06"E 100.49'
C6
708.00'
0'31'12"
6.43'
N00'00'22"W 6.43'
C7
768.00'
0'31'12"
6.97'
S00'00'22"E 6.97'
C8
1470.00'
0'44'31"
19.04'
S85'01'04"E 19.04'
Cl 00
1500.00'
6'00'22"
157.24'
N87'03'27"W 157.17'
C101
1500.00'
5'40'42"
148.66'
N8112'55"W 148.59'
C102
200.00'
6'00'22"
20.97'
NO2'56'33"E 20.96'
C103
1500.00'
513'17"
136.70'
N80'59'13"W 136.65'
C104
1500.00'
1'47'27"
46.89'
N8429'36"W 46.88'
C105
738.00'
0031'12"
6.70'
N00'00'22"W 6.70'
C500
1470.00'
11'41'03"
299.78'
N84'13'06"W 299.26'
C501
1530.00'
412'41"
112.46'
N80028'55"W 112.43'
C502
127.50'
49'33'39"
110.29'
N0015'51 "W 106.88'
C503
207.50'
15'55'23"
57.67'
N00'03'38"W 57.48'
C504
107.50'
46'53'30"
87.98'
N00'53'30"W 85.54'
C505
31.50'
28#53'13"
15.88'
N65'33'42"W 15.71'
C506
1460.00'
4'56'08"
125.77'
N87'35'34"W 125.73'
LEGEND
X SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
• SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
PER POST MONUMENT NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD W/ALC INSCRIBED "AKS ENGR."
PER POST MONUMENT NOTE (SEE SHEET 2)
0 DENOTES FOUND MONUMENT AS NOTED; HELD
W/YPC WITH A YELLOW PLASTIC CAP
W/ALC ALUMINUM CAP
IR IRON ROD
INST. NO. INSTRUMENT NUMBER
ROW DED RIGHT-OF-WAY DEDICATION
DTL SEE DETAIL
PUE PUBLIC UTILITY EASEMENT
PAE PUBLIC ACCESS EASEMENT
SSE CITY OF BEND SANITARY SEWER EASEMENT
AWE AVION WATER EASEMENT
DBC DESTROYED BY CONSTRUCTION
NRS NOT RESET THIS SURVEY
70ESICHUTESCOUNT Y SURVEYW
�:t �o n roz3 gYlw co lsommumm" I ��l�ls
ma-
N89 6'22"
N00'03138"W 6 84'
EASTON COMMERCIAL SHEET SOFB
A REPEAT OF A PORTION 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
AUGUST 8, 2023
PLLD20220219
I
I
10.00'
I
107.72'
PAE
10.00'-
ROW DED
57.48'-
PAE
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OC
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T I
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N89'56'22"E I
40.00' I
30.00' N00'03'38"W 10.00'
00
REMAINDER OF
TRACT 'C'
o ON, ROW DED
pEAST o
I PHASEcv
1
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Lo
00
oi
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CO
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00LcS
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144.06'-
PAE
6.52'-
PAE
I
14.30'
PAE
I
REMAINDER OF
INST. NO.
2022-6422
OW
a J
0
CV
0
C503 L=57.67'
PAE
TRACT 'A'
REMAINDER OF
INST. NO.
2022-6422
C505 L=15.88'
PAE r'
30.00' '15J0'-
1
SE ARCHER DRIVE
TRACT 'A'
PAE DETAILS
SCALE: 1 "= 100'
F-
W
W
OC
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H
TT
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10.00'
ROW
DED
SE BARSTOW PLACE
I
I REMAINDER OF
-10.00' TRACT 'C'
I PUE „EASTON$
N89'54'42"E 10.00' PHASE
IN
0'03'38"E 17.73'
-t
9'S6'22"E 5.67'
O0'03'38"E 24.67'
TRACT 'A'
I S89'56'22"W 5.67'
�- 10.00'
REMAINDER OF
PUE INST. NO.
I 1 2022-6422
TRACT 'A'
PUE DETAILS
SCALE: 1 "= 50' 1 1
N89'56'22"E 10.00'
�- N00'03'38"W 10.00'
-� 10.00' PUE
�-1 PER R13 REMAINDER OF
I N89'56'22"E 10.00' TRACT 'C'
I � , STOW.
PUE PHASE 1
I
I
TRACT 'A'
PUE DETAILS
,
SCALE: 1 = 20
U
N00'03'38"W 10.00'
N89'S6'22"E 10.00'
N00'03'38"W 10.00'
N89'S6'22"E 6.00'
N89'S6'22"E 10.00'
V,N89*56'22"E 14.00'- - - -
SE ARCHER DRIVE
TRACT 'A'
AWE DETAILS
SCALE: 1 "= 50'
L
S00 03 38 E 14.50 (PUBLIC)
60.00' C2 L=7.62' N89'S6'22"E S00'03'38"E 6.84'
- 60.00
30.00' w 0.00' N89'S6'22"E 93.91' C1 L=130.08' 30.00' 30.00' C3 L=13.90' C6 L=6.43'
SE APOLLO PLACE
00 o it (PUBLIC)
rr)o Soo'03'38"E 6.84' � N 121.85 N 00'1514 E 8.00 N 89 44 02 E C7 L= 6.97
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123.91' _ C100 L=157 24' J ' " 1' C5 - 60'00
- - - _S05 56 44 W 19.5-j04.51, 14.60'
N89'56'22"E 343.91' �- - -'�- - .�01 L=148.66' 30.00' 30.00' C8 L=19.04'
N89'56'22"E 293.91' SE ARCHER DRIVE (PUBLIC)
107.25'
I / 10.00'
SSE DTL PUE
I/ (SHEET 8) S89'
I N00'03'
TRACT 'B'
263.91' _
153.66
TRACT 'A'
PUE DETAILS
,
SCALE: 1 = 20
U
N00'03'38"W 10.00'
N89'S6'22"E 10.00'
N00'03'38"W 10.00'
N89'S6'22"E 6.00'
N89'S6'22"E 10.00'
V,N89*56'22"E 14.00'- - - -
SE ARCHER DRIVE
TRACT 'A'
AWE DETAILS
SCALE: 1 "= 50'
L
S00 03 38 E 14.50 (PUBLIC)
60.00' C2 L=7.62' N89'S6'22"E S00'03'38"E 6.84'
- 60.00
30.00' w 0.00' N89'S6'22"E 93.91' C1 L=130.08' 30.00' 30.00' C3 L=13.90' C6 L=6.43'
SE APOLLO PLACE
00 o it (PUBLIC)
rr)o Soo'03'38"E 6.84' � N 121.85 N 00'1514 E 8.00 N 89 44 02 E C7 L= 6.97
S00'1514 W
123.91' _ C100 L=157 24' J ' " 1' C5 - 60'00
- - - _S05 56 44 W 19.5-j04.51, 14.60'
N89'56'22"E 343.91' �- - -'�- - .�01 L=148.66' 30.00' 30.00' C8 L=19.04'
N89'56'22"E 293.91' SE ARCHER DRIVE (PUBLIC)
107.25'
I / 10.00'
SSE DTL PUE
I/ (SHEET 8) S89'
I N00'03'
TRACT 'B'
263.91' _
153.66
_ _ _
_ _ _ _ _ C500 L=299.78'
C506 L=125.77' ~
- _
103�' -
L=136.70�`
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PUE S00'03'38E 3.67'
10.00'
PUE
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PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
�/7 02-15
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 23
J
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SEE SHEET 6
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(SHEET 8)
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6.77'
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(SHEET 8)
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(SHEET 8)
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PUE DTL
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(SHEET 8)
I
PAE DTL
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(SHEET 8)
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EASTON COMMERCIAL
S00'15'14"W 27.71'-
A REPEAT OF A PORTION 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
AUGUST 8, 2023
PLLD20220219
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
0 SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
PER POST MONUMENT NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD W/ALC INSCRIBED "AKS ENGR."
PER POST MONUMENT NOTE (SEE SHEET 2)
O FOUND 5/8" IRON ROD W/YPC INSCRIBED "DOWL";
PER R11; HELD
W/YPC WITH A YELLOW PLASTIC CAP
W/ALC ALUMINUM CAP
INST. NO. INSTRUMENT NUMBER
ROW DED RIGHT-OF-WAY DEDICATION
(NTS) NOT TO SCALE
DTL SEE DETAIL
PUE PUBLIC UTILITY EASEMENT
AWE AVION WATER EASEMENT
CSE CITY OF BEND STORMWATER EASEMENT
PSE PRIVATE STORMWATER EASEMENT
PAE PUBLIC ACCESS EASEMENT
30.00, - - - - - - - - 238.21'-
I
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PUE
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1
C601 L=3.13'
C�
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2
1.45 ACRES t
AWE DTL
(SHEET 8)
236.75'
:� T-0.99'
257.25'
C12 L=7.70 (NTS) N89"59'31 "W 258.249
PUE DTL
(SHEET 8)
N00'00129"E
20.00'
482.34'
1
6.46 ACRES t
aav� rne� CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C9
1530.00'
0'32'29"
14.46'
S85'07'05"E 14.46'
C10
170.00'
21'44'29"
64.51'
S10'37'00"E 64.12'
C11
230.00'
21'44'29"
87.28'
S10'37'00"E 86.75'
C12
41.00'
10*45'55"
7.70'
N42035'40"W 7.69'
C13
126.00'
28*59'19"
63.75'
N22'43'03"W 63.07'
C14
761.00'
4*13'39"
56.15'
N06'06'34"W 56.14'
C106
200.00'
21'44'29"
75.89'
S10'37'00"E 75.44'
C107
200.00'
21'44'29"
75.89'
S10'37'00"E 75.44'
C600
126.00'
27'34'02"
60.62'
N23'25'42"W 60.04'
C601
126.00'
1725'17"
3.13'
N08'56'02"W 3.13'
C602
230.00'
21'44'29"
87.28'
S10'37'00"E 86.75'
C603
170.00'
21'44'29"
64.51'
S10'37'00"E 64.12'
S89'44'46"E 10.00'
S00'15'14"W 12.50'
698.90' N00'15'14"E 12.50'�_
N894446"W 728.90'
SE EASTON PLACE (PUBLIC)
- - - - 768.70' - - - -
N89'44'46"W 1298.25'
1 11
AWE
206.56'
N8944'46"W 1218.05'
cV
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Lo
v
w I SHEET 6 OF 8
-6
TCo
cQ
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C9 L=14.46'
30, 30' w
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m 'co21.38
a �J
6 CESCHUTES COUNT, Y SURVEYOR
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30' 30'
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REMAINDER OF
INST. NO.
2022-6422
SCALE: 1 "= 50 FEET
10 !%?%ii
50 0 10 25 50
S89'44'46"E 429.55' pRPp A QPn 170P
W
Li
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c
w
0
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489.55' w
- -
237.46' 237.46' _ _ _ _ 237.46'
63.71' - - `- �- - - - - 150.76' - � - - --56.58' -'- - - - - 157.89' F - - - 35.38- J - 179.08'
S00'15'14"W 3.67' N00'15'14"E 3.67' 10.00' S0015'14"W 3.67' N00'15'14"E 3.67' 10.00' S0015'14"W 3.67' N00'15'14"E 3.67'
PUE PUE
S89'44'46"E 23.00' S89'44'46"E 23.00' I "
S89 44 46 E 23.00
00
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1.45 ACRES f
237.46'
- - TRACT 'D' 24,826 SF t -
20.00'
ROW DED
N89'44'46"W 1186.59'
CSE DTL
(SHEET 8)
N89'59'31"W 1187.45'
929.21'
4
1.45 ACRES t
237.46'
PUE DTL
(SHEET 8)
N89'59'31"W 974.139 KNOTT ROAD
-00
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1.45 ACRES f
237.46'
w
0-
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0
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
g/!7/2aZ
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALIEN CARSON
94570PLS
RENEWS:12 31 23
r
cn
PREPARED FOR.
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
TC
W
W
t=
w
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1
SCALE: 1 "= 50 FEET
1!!!%?%iii
50 0 10 25 50
EASTON COMMERCIAL
A REPEAT OF A PORTION 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
SHEET 7 OF 8
DESCHUTES COUNTY SURVEYOk'
aaaa Sys., cd- I
i a
LEGEND
AUGUST 8, 2023
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
PLLD20220219
W
Z
•
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
Q
PER POST MONUMENT NOTE (SEE SHEET 2)
6
J
■
SET " 5 8" IRON ROD W ALC INSCRIBED AKS ENGR."
/ /
N 00'00' 29"E 11.00'
cc
W
PER POST MONUMENT NOTE (SEE SHEET 2)
N00'00'29"E 11.00'
(�
A
DENOTES FOUND MONUMENT AS NOTED; HELD
S89'59'31"E 28.33'
W/YPC
WITH A YELLOW PLASTIC CAP
S00'00'29"W 11.00'
S89'59'31 "E 26.67'
W
W/ALC
ALUMINUM CAP
S00'00'29"W 11.00'
-J
IR
IRON ROD
W
INST. NO.
INSTRUMENT NUMBER
r -
TRACT 'D'
O°
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ROW DED
RIGHT-OF-WAY DEDICATION
28.33� 58.18' 26.67''
81.56' °O
DTL
SEE DETAIL
f
I
PUE
PUBLIC UTILITY EASEMENT
o N o
PAE
PUBLIC ACCESS EASEMENT
CSE
CITY OF BEND STORMWATER EASEMENT
DBC
DESTROYED BY CONSTRUCTION
NRS
NOT RESET THIS SURVEY
TRACT 'D'
RAS
RESET AS SHOWN
CSE DETAILS
I SCALE: 1"= 50'
REMAINDER OF
INST. NO.
2022-6422
S89'44'46" E 429.559
N0015'14" E 14.50'
S89"44'46"E
45.00'
30.00' .,
.. I
0
SE EASTON PLACE (PUBLIC) Ln L'
M
- - - - - 489.55' - - - - - - - - -
N89'44'46"W 1298.25'
237.46'-
179.08'
10.00'
PUE
5
1.45 ACRES t
N89'44'46"W 1186.59'
237.46'
OO
0
to
CD
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A
0
0
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PUE DTL
(THIS SHEET)
N89059'31 "W 1187.45' TRACT 'D' 24,826 SF t
929.21'
959.13'
N89'59'31" W 974.13'
N89'59'31 "W 1296.19'
KNOTT ROAD
0
Lq
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N89'44'46"W 1218.05' i
- 237.46' - - - - - , 30 15'
204.46'
S0015'14"W 3.67'� i
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S89'44'46"E 23.00' I
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(THIS SHEET) w (THIS SHEET)
I
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1 o CSE DTL
THIS SHEET PUE DTL
( 237.46'
(THIS SHEET) I ; ,
18.38
30 15'
20.00' 1
ROW DED 10.00'
1
15.00'
22.
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INST. NO.
2018-37904
FOUND 5/8" IR
W/YPC INSCRIBED
"BRYANT LS920";
UNKNOWN ORIGIN;
DBC; RAS
FOUND 5/8"
IR W/YPC
INSCRIBED
"DEV TECH" _
PER R9;
4 T � DBC; NRS
l
0
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101
;00'00'29"W 3.67'
I
1o.00' ---I
PUE I
2
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-N89'59'31 "W 23.00' 10.00, I
-N00'00'29"E 3.67' 2.67'
N89'59'31 "W _\
I
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171.07' - - -
10.00' PUE TRACT 'D'_ -
__l�\:"
S00 00 29 W
N89059'31 "W 5.75'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C700
33.50'
35'01'44"
20.48'
S18'22'41 "W 20.16'
C701
33.50'
33'29'25"
19.58'
S1736'31 "W 19.30'
C702
33.50'
1'32'19"
1 0.90'
1 S35'07'24"W 0.90'
TRACT 'D'
PUE DETAILS
SCALE: 1 "= 50'
A
S89'44'46"E
TRACT 'D'
14
W
Z
Q
J
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V
0
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5.79
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PAE
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N89'59'31 "W 11.55'
TRACT 'D'
& LOT 6
PAE DETAILS
SCALE: 1 "= 10'
5//_7/ZaZ3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 23
S89'56'22"W 5.50'
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C802 L=2 5.35'�
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9.00' PAE
■
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C800 L=8.06'
N00003'38"W 10.76'Lu
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W
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5.50'
PAE
L=11.39'
804 L=29.27'
-C805 L=20.19'
-S00'03'38"E 83.36'
5.50'
PAE
_ 3;
V) 00
LLn N89'56'22"E 5.50' M
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0
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SE EASTON PLACE
TRACT 'B'
PAE DETAILS
SCALE: 1 "= 50'
2
N89'59'31"W 23.00'
S00900'29"W 3.67'
N89'59'31 "W 17.86'�
S45'00'31 "W 14.14'
EASTON COMMERCIAL
A REPEAT OF A PORTION 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
AUGUST8, 2023
58956'22'w 900'� PLLD20220219
N00'00'29"E 3.67'
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TRACT 'B'
PSE DETAILS
SCALE: 1 "= 50'
W
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S8956'22"W 7.61'
30.00'
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SCALE: 1 "= 20'
4
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78.22' 10.00' PUE
N89'59'31 "W
3
N00'00'29"E 11.00'
309.45' TRACT 'D'
N89'59'31 "W 383.25'
TRACT 'D'
CSE DETAILS
SCALE: 1 "= 50'
KNOTT ROAD
4
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U S89'59'31 "E
73.80'
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73.80'
N89'59'31 "W
KNOTT ROAD
SOO*00'29"W 11.00'
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N89'56'22"E 6.25'
'38"E 28.75'
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S89'56'22"W 6.25'
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-10.00,
i PUE
2"E 6.17'
38"E 24.67'
2"W 6.17'
4446"W 10.00'
SE EASTON PLACE
TRACT 'B'
PUE DETAILS
SCALE: 1 "= 50'
TRACT'D'
PUE DETAILS,
LEGEND
SCALE: 1 = 50
PUE PUBLIC UTILITY EASEMENT
PSE PRIVATE STORMWATER EASEMENT
PAE PUBLIC ACCESS EASEMENT
SSE CITY OF BEND SANITARY SEWER EASEMENT
AWE AMON WATER EASEMENT
CSE CITY OF BEND STORMWATER EASEMENT
$1/7/Zoz
REGISTERED
PROFESSIONAL
JOB NAME:
EASTC
LAND SURVEYOR
JOB NUMBER:
7326
PREPARED FOR[
OREGON
DRAWN BY:
JBS
PAHLISCH HOMES, INC.
MAY 11, C
JACOB ALLEN CARSON
.
CHECKED BY.
JAC
210 SW WILSON AVE #100
94570PL S
BEND, OR 97702
RENEWS:12 31 23
DRAWING NO.:
7326
H
W
W
cn
i
Lo
T
W
U)
8.00'
I -8.00' AWE
I
N
1 'v' Wrn
SHEET 8 OF 8
SE EASTON PLACE
uj
TRACT 'D'
C
0
u--5 --r-S89'59'31 "E 117.20'
KNOTT ROAD
TRACT 'C', TRACT 'D' & LOT 2
AWE DETAILS
SCALE: 1"= 50'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C800
15.50'
29'47'50"
8.06'
N32'04'21'E 7.97'
C801
95.50'
16002'53"
26.75'
N09'08'59"E 26.66'
C802
17.00'
85725'51"
25.35'
N43'50'29"E 23.06'
C803
8.00'
81'36'38"
11.39'
S41'55'52"W 10.46'
C804
104.50'
16'02'53"
29.27'
S09'08'59"W 29.17'
C805
24.50'
j 47-13'16"
j 20.19'
j S40'47'03"W 19.63'
DESCHUTES COUNTY SURVEYOR
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