HomeMy WebLinkAboutSurvey 21347SURVEYOR'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, PHASE 2", BEING A PORTION OF
LOT 4 OF BLOCK 1 OF `RAINTREE'; A PORTION OF TRACT 'C' OF `EASTON, PHASE 17 AND OTHER LANDS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT BEING A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR.', LOCATED AT THE NORTHEAST CORNER OF TRACT 'A' OF `EASTON COMMERCIAL". RECORDED
AS INSTRUMENT NUMBER 2023-25204, DESCHUTES COUNTY OFFICIAL RECORDS, THENCE ALONG THE NORTHERLY LINE OF TRACT 'C' OF `EASTON, PHASE 1", RECORDED AS INSTRUMENT NUMBER 2022-29828,
DESCHUTES COUNTY OFFICIAL RECORDS, ON THE FOLLOWING COURSES: NORTH 89'56'22" EAST 110.00 FEET; THENCE SOUTH 00'03'38" EAST 4.29 FEET, THENCE NORTH 895622' EAST 182.00 FEET; THENCE
NORTH 00003'38" WEST 64.45 FEET, THENCE NORTH 8956'22' EAST 102.00 FEET; THENCE SOUTH 00003'38" EAST 6.84 FEET, THENCE NORTH 89'54'42" EAST 409.45 FEET, THENCE ALONG A CURVE TO THE
LEFT, WITH A RADIUS OF 1160.00 FEET, A CENTRAL ANGLE OF 00050'29", AN ARC LENGTH OF 17.03 FEET, AND A CHORD OF NORTH 89'29'27' EAST 17.03 FEET TO A POINT OF NON -TANGENCY ON THE
WESTERLY LINE OF SAID TRACT 'C'; THENCE ALONG SAID WESTERLY LINE ON THE FOLLOWING COURSES: NORTH 00'5547" WEST 20.00 FEET, THENCE NORTH 00'05'18' WEST 107.09 FEET, THENCE NORTH
03'03'13" WEST 60.00 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 970.00 FEET (RADIUS POINT BEARS NORTH 03'03'13" WEST), A CENTRAL ANGLE OF 00'34'02", AN ARC
LENGTH OF 9.60 FEET, AND A CHORD OF SOUTH 8713'48" WEST 9.60 FEET TO A POINT OF NON -TANGENCY; THENCE NORTH 00'04'59" WEST 265.16 FEET; THENCE NORTH 08'21'52" WEST 80.00 FEET; THENCE
ALONG A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 2040.00 FEET (RADIUS POINT BEARS SOUTH 08'21'52' EAST), A CENTRAL ANGLE OF 00-21'08", AN ARC LENGTH OF 12.54 FEET, AND A CHORD
OF SOUTH 81'2734' WEST 12.54 FEET TO A POINT OF NON -TANGENCY; THENCE NORTH 08'43'00" WEST 132.08 FEET, THENCE NORTH 00'09'05' WEST 20.00 FEET; THENCE SOUTH 89'50'55' WEST 1.87 FEET;
THENCE NORTH 00'09'05" WEST 160.00 FEET; THENCE SOUTH 89'50'55" WEST 3.91 FEET; THENCE NORTH 0014'45' EAST 110.00 FEET TO THE SOUTH LINE OF `BRIDGES AT SHADOW GLEN, PHASES 4B, 5, AND
6" RECORDED AS INSTRUMENT NUMBER 2017-41743, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG SAID SOUTH LINE NORTH 89'50'55' EAST 295.01 FEET, THENCE LEAVING SAID SOUTH LINE, SOUTH
0014'45" WEST 109.65 FEET, THENCE SOUTH 0113'57" EAST 60.00 FEET, THENCE ALONG A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 2030.00 FEET (RADIUS POINT BEARS NORTH 0113'57' WEST),
A CENTRAL ANGLE OF 00058'11", AN ARC LENGTH OF 34.36 FEET, AND A CHORD OF NORTH 8816'57" EAST 34.36 FEET TO A POINT OF NON -TANGENCY; THENCE SOUTH 00'09'05" EAST 101.30 FEET, THENCE
SOUTH 89050'55" WEST 3.01 FEET, THENCE SOUTH 00'09'05' EAST 20.00 FEET; THENCE SOUTH 0011'59" EAST 107.86 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 2040.00
FEET (RADIUS POINT BEARS SOUTH 0011'59" EAST), A CENTRAL ANGLE OF 01'00'12", AN ARC LENGTH OF 35.72 FEET, AND A CHORD OF SOUTH 8917'55" WEST 35.72 FEET TO A LINE RADIAL TO SAID CURVE;
THENCE ALONG SAID RADIAL LINE, SOUTH 0112'11" EAST 80.00 FEET, THENCE SOUTH 00004'59" EAST 117.37 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 1850.00 FEET
(RADIUS POINT BEARS SOUTH 02'47'08' EAST), A CENTRAL ANGLE OF 00'35'49", AN ARC LENGTH OF 19.28 FEET, AND A CHORD OF NORTH 87'30'46" EAST 19.28 FEET TO A LINE RADIAL TO SAID CURVE;
THENCE ALONG SAID RADIAL LINE, SOUTH 0211'19" EAST 20.00 FEET, THENCE SOUTH 00004'59" EAST 112.95 FEET, THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 1030.00 FEET
(RADIUS POINT BEARS SOUTH 05'41'37" EAST), A CENTRAL ANGLE OF 02-26'20', AN ARC LENGTH OF 43.84 FEET, AND A CHORD OF NORTH 85'31'33' EAST 43.84 FEET TO A LINE RADIAL TO SAID CURVE;
THENCE ALONG SAID RADIAL LINE, SOUTH 0315'17' EAST 60.00 FEET, THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 970.00 FEET (RADIUS POINT BEARS SOUTH 0315'17' EAST), A
CENTRAL ANGLE OF 1010'34", AN ARC LENGTH OF 172.28 FEET, AND A CHORD OF SOUTH 8810'00' EAST 172.05 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, WITH A
RADIUS OF 2340.00 FEET, A CENTRAL ANGLE OF 0213'06% AN ARC LENGTH OF 90.59 FEET, AND A CHORD OF SOUTH 8411'16" EAST 90.59 FEET TO A POINT OF NON -TANGENCY; THENCE SOUTH 00`05'57"
EAST 175.05 FEET, THENCE ALONG A CURVE TO THE LEFT, WITH A RADIUS OF 90.00 FEET, A CENTRAL ANGLE OF 4015'310, AN ARC LENGTH OF 63.24 FEET, AND A CHORD OF SOUTH 2013'43" EAST 61.95
FEET TO A LINE RADIAL TO SAID CURVE; THENCE ALONG SAID RADIAL LINE, SOUTH 49'3831" WEST 36.96 FEET; THENCE SOUTH 00003'30" EAST 144.88 FEET TO THE NORTH LINE OF THE NORTHWEST QUARTER
OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SAID NORTH LINE, SOUTH 89'56'30" WEST 128.23 FEET TO THE WEST LINE OF EXHIBIT B OF INSTRUMENT
NUMBER 2024-03501, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG SAID WEST LINE ON THE FOLLOWING COURSES. ON A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 530.00 FEET
(RADIUS POINT BEARS SOUTH 77'06'34" WEST), A CENTRAL ANGLE OF 13'08'40", AN ARC LENGTH OF 121.59 FEET, AND A CHORD OF SOUTH 0619'06" EAST 121.32 FEET, THENCE SOUTH 0015'14' WEST 175.35
FEET TO THE SOUTH LINE OF SAID EXHIBIT B; THENCE ALONG SAID SOUTH LINE, SOUTH 89'44'46" EAST 637.57 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER; THENCE ALONG SAID EAST LINE, SOUTH 00'25'08' WEST 272.51 FEET TO THE NORTHERLY LINE OF LOT 4 OF BLOCK 1 OF `RAINTREE" RECORDED IN PLAT CABINET B, PAGE 753,
DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG SAID NORTHERLY LINE, NORTH 58038'00" EAST 23.57 FEET TO THE EASTERLY LINE OF INSTRUMENT NUMBER 2008-32160, DESCHUTES COUNTY OFFICIAL
RECORDS; THENCE ALONG SAID EASTERLY LINE ON THE FOLLOWING COURSES: SOUTH 43'58'37' EAST 112.89 FEET, THENCE SOUTH 12'5649" EAST 21.55 FEET TO THE SOUTH LINE OF SAID LOT 4, THENCE
ALONG SAID SOUTH LINE OF LOT 4 AND THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SOUTH 89959'09" WEST 761.53 FEET TO THE WEST LINE OF
THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SAID WEST LINE, SOUTH 001514" WEST 240.24 FEET TO THE NORTHERLY TERMINUS OF SE LEDGER LANE; THENCE
ALONG SAID NORTHERLY TERMINUS, NORTH 890446" WEST 45.00 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF SAID SE LEDGER LANE (30.00 FEET FROM CENTERLINE); THENCE ALONG SAID WESTERLY
RIGHT-OF-WAY LINE, SOUTH 0015'14' WEST 14.50 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF SE EASTON PLACE (36.50 FEET FROM CENTERLINE); THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE,
NORTH 890446" WEST 429.55 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF SE APOLLO PLACE (30.00 FEET FROM CENTERLINE); THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE ON THE FOLLOWING
COURSES: NORTH 0015'14" EAST 195.91 FEET; THENCE ALONG A CURVE TO THE LEFT, WITH A RADIUS OF 230.00 FEET, A CENTRAL ANGLE OF 2104429", AN ARC LENGTH OF 87.28 FEET, AND A CHORD OF
NORTH 10037'00' WEST 86.75 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, 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 NORTH 10037'00" WEST 64.12 FEET; THENCE NORTH 0015'14" EAST 21.38 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF SE ARCHER DRIVE (30.00 FEET FROM CENTERLINE); THENCE
ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, ON A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 1530.00 FEET (RADIUS POINT BEARS NORTH 05'09'10" EAST), A CENTRAL ANGLE OF 00-32'29", AN
ARC LENGTH OF 14.46 FEET, AND A CHORD OF SOUTH 85'07'05' EAST 14.46 FEET TO A LINE RADIAL TO SAID CURVE ALSO BEING THE EASTERLY TERMINUS OF SAID SE ARCHER DRIVE; THENCE ALONG SAID
EASTERLY TERMINUS, NORTH 04'36'41" EAST 60.00 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF SAID SE ARCHER DRIVE (30.00 FEET FROM CENTERLINE); THENCE ALONG THE EASTERLY PROLONGATION OF
SAID NORTHERLY RIGHT-OF-WAY LINE, ON A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 1470.00 FEET (RADIUS POINT BEARS NORTH 04036'41" EAST), A CENTRAL ANGLE OF 0312'06", AN ARC
LENGTH OF 82.14 FEET, AND A CHORD OF SOUTH 8659'22" EAST 82.13 FEET TO A POINT OF NON -TANGENCY; THENCE LEAVING SAID PROLONGATION, NORTH 00041'52" WEST 62.53 FEET; THENCE NORTH
04'41'41" WEST 198.65 FEET, THENCE NORTH 00'03'38' WEST 236.00 FEET, THENCE SOUTH 89'56'22" WEST 101.00 FEET; THENCE SOUTH 00'03'38" EAST 3.00 FEET; THENCE SOUTH 89'56'22" WEST 60.00 FEET;
THENCE NORTH 00003'38" WEST 10.87 FEET, THENCE SOUTH 89'5622' WEST 202.00 FEET; THENCE SOUTH 00'03'38' EAST 11.00 FEET, THENCE SOUTH 89056'22' WEST 60.00 FEET, THENCE NORTH 00'03'38"
WEST 13.98 FEET; THENCE SOUTH 89'56'22" WEST 102.00 FEET; THENCE SOUTH 0040338" EAST 14.06 FEET; THENCE SOUTH 89'5622' WEST 20.00 FEET; THENCE NORTH 00'0338' WEST 15.61 FEET; THENCE
SOUTH 89'56'22" WEST 102.00 FEET; THENCE SOUTH 00'03'38" EAST 15.67 FEET; THENCE SOUTH 89'56'22" WEST 60.00 FEET; THENCE NORTH 00'03'38" WEST 6.91 FEET; THENCE SOUTH 89056'22" WEST 110.00
FEET TO THE EAST LINE OF SAID TRACT 'A' OF 'EASTON COMMERCIAL"; THENCE ALONG SAID EAST LINE, NORTH 00'0338" WEST 191.05 FEET TO THE INITIAL POINT.
THE ABOVE TRACT OF LAND CONTAINS 29.85 ACRES, MORE OR LESS.
PLAT NOTES
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PLLD20200979.
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.
AMENDED BY THE TERMINATION AND RELEASE OF EASEMENT AGREEMENT, RECORDED MAY 14, 2024, AS INSTRUMENT NUMBER 2024-12018, DESCHUTES COUNTY OFFICIAL RECORDS.
3. 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.
4. THIS PLAT IS SUBJECT TO AN EASEMENT FOR INSTALLATION AND MAINTENANCE OF A BURIED WATER LINE, TO BENEFIT AMON WATER COMPANY, INC., RECORDED OCTOBER 17, 1977, AS VOLUME 260, PAGE
482, DESCHUTES COUNTY DEED RECORDS. AS SHOWN HEREON. AMENDED BY THE QUITCLAIM DEED, RECORDED MAY 30, 2024, AS INSTRUMENT NUMBER 2024-13531, DESCHUTES COUNTY OFFICIAL RECORDS.
5. THIS PLAT IS SUBJECT TO AN EASEMENT TO INSTALL AND MAINTAIN DOMESTIC WATER LINES, TO BENEFIT AMON WATER COMPANY, INC., RECORDED AUGUST 2, 1978, AS VOLUME 279, PAGE 581, DESCHUTES
COUNTY DEED RECORDS. AS SHOWN HEREON.
6. THIS PLAT IS SUBJECT TO AN EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF AN UNDERGROUND PIPE LINE FOR DELIVERY OF WATER, TO BENEFIT THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF THE SOUTHWEST QUARTER, OF SECTION 15, RECORDED JUNE 21, 1979, AS VOLUME 301, PAGE 505, AND SEPTEMBER 14, 1981, AS VOLUME 347, PAGE 413, DESCHUTES COUNTY DEED
RECORDS. AS SHOWN HEREON.
7. THIS PLAT IS SUBJECT TO TERMS, PROVISIONS AND CONDITIONS, INCLUDING, BUT NOT LIMITED TO, MAINTENANCE PROVISIONS, AND A COVENANT TO SHARE THE COST OF MAINTENANCE OF A 30' ACCESS
AND PUBLIC UTILITY EASEMENT, CONTAINED IN THE PLAT OF "RAINTREE", RECORDED JUNE 5, 1980, IN PLAT CABINET B, PAGE 753, DESCHUTES COUNTY RECORDS.
8. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED AUGUST 5, 2021, AS INSTRUMENT NUMBER 2021-45627, DESCHUTES COUNTY OFFICIAL RECORDS.
9. THIS PLAT IS SUBJECT TO THE EASTON SOUTH ANNEXATION AGREEMENT, RECORDED AUGUST 23, 2021, AS INSTRUMENT NUMBER 2021-48845, DESCHUTES COUNTY OFFICIAL RECORDS.
10. THIS PLAT IS SUBJECT TO THE STORM WATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED JUNE 28, 2022, AS INSTRUMENT NUMBER 2022-25602, DESCHUTES COUNTY OFFICIAL RECORDS.
11. THIS PLAT IS SUBJECT TO EASEMENTS, CONDITIONS, RESTRICTIONS AND NOTES AS DELINEATED ON THE PLAT OF 'EASTON, PHASE 1', RECORDED AUGUST 2, 2022, AS INSTRUMENT NUMBER 2022-29828,
DESCHUTES COUNTY OFFICIAL RECORDS. PUBLIC UTILITY EASEMENTS (XPUE), AS SHOWN HEREON. TEMPORARY UTILITY EASEMENTS AND A TEMPORARY PUBLIC TURNAROUND ACCESS EASEMENT, NOTED ON
SAID PLAT TO EXTINGUISH UPON SUBSEQUENT DEDICATION ROADS AND ALLEYS, NOT SHOWN HEREON.
12. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED OCTOBER 26, 2022, AS INSTRUMENT NUMBER 2022-38764, DESCHUTES COUNTY OFFICIAL RECORDS.
13. THIS PLAT IS SUBJECT TO THE PUBLIC FACULTIES IMPROVEMENT AGREEMENT, RECORDED NOVEMBER 9, 2022, AS INSTRUMENT NUMBER 2022-40247, DESCHUTES COUNTY OFFICIAL RECORDS.
14. THIS PLAT IS SUBJECT TO THE TERMS, PROVISIONS AND CONDITIONS INCLUDING, BUT NOT LIMITED TO, MAINTENANCE PROVISIONS, AND COVENANTS TO SHARE THE COST OF MAINTENANCE, CONTAINED IN
THE DECLARATION OF A TEMPORARY CONSTRUCTION EASEMENT, RECORDED FEBRUARY 8, 2023, AS INSTRUMENT NUMBER 2023-2891, DESCHUTES COUNTY OFFICIAL RECORDS. SAID EASEMENT FALLS
OUTSIDE THE PLAT BOUNDARY, AND IS NOT SHOWN HEREON.
15. THIS PLAT IS SUBJECT TO A NON -STATUTORY DEVELOPMENT AGREEMENT, RECORDED AUGUST 30, 2023, AS INSTRUMENT NUMBER 2023-21540, DESCHUTES COUNTY OFFICIAL RECORDS.
16. THIS PLAT IS SUBJECT TO THE SECURITY AND IMPROVEMENT AGREEMENT, RECORDED APRIL 29, 2024, AS INSTRUMENT NUMBER 2024-10505, DESCHUTES COUNTY OFFICIAL RECORDS.
17. THIS PLAT IS SUBJECT TO THE STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED MAY 2, 2024, AS INSTRUMENT NUMBER 2024-10928, DESCHUTES COUNTY OFFICIAL RECORDS.
EASTON, PHASE 2 SHEET 10F 12
A REPEAT OF A PORTION OF LOT 4 Of BLOCK 1 OF "RAINTREE", 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
MAY 79 2024
PLLD20200979
PLAT NOTES CONTINUED
18. THIS PLAT IS SUBJECT TO A PERMANENT EASEMENT AND A TEMPORARY EASEMENT FOR OPERATING, AND MAINTAINING A WATER LINE, BENEFITING AMON WATER COMPANY, INC.,
RECORDED MAY 15, 2024, AS INSTRUMENT NUMBER 2024-12209, DESCHUTES COUNTY OFFICIAL RECORDS. THE PERMANENT EASEMENT IS SHOWN HEREON, OVER THE ENTIRETY OF TRACT
'I'. THE TEMPORARY EASEMENT HAS LANGUAGE TO AUTOMATICALLY TERMINATE UPON THE GRANTOR'S DEDICATION OF THOSE CERTAIN AREAS SUBJECT TO THE TEMPORARY EASEMENT TO
THE CITY FOR THE PURPOSE OF USE AS A PUBLIC RIGHT-OF-WAY. SAID TEMPORARY EASEMENT LIES ENTIRELY WITHIN THE RIGHT-OF-WAY DEDICATION OF SE EPIC PLACE, AND IS NOT
SHOWN HERE ON.
19. TRACTS 'E', 'F', 'G', 'H', 31' AND 'J', ARE FOR OPEN SPACE.
20. TRACTS 'K', AND V, ARE FOR FUTURE DEVELOPMENT.
DECLARATION
DEsr�COUNTvSURVEYOR
�ns
oz��Y*
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 DELTA DRIVE, SE CALDERA DRIVE, SE DENVER DRIVE, SE SCOUT PLACE,
SE EPIC PLACE, SE BARSTOW PLACE, SE APOLLO PLACE, SE DECKER PLACE, SE LEDGER LANE, AND THE PUBLIC ALLEYS 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 U11UTY 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 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 THE ADJOINING LOTS THE PRIVATE RETAINING WALL EASEMENTS (RWE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO AMON WATER COMPANY THE WATERLINE EASEMENTS (AWE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO AMON WATER COMPANY THE TEMPORARY WATERLINE EASEMENT (TAWS), AS SHOWN HEREON. THIS EASEMENT WILL EXTINGUISH UPON SUBSEQUENT SOUTHERLY DEDICATION
OF SE DECKER PLACE;
AND DOES HEREBY GRANT TO THE CITY OF BEND THE TEMPORARY PUBLIC SEWER EASEMENT (TSE), AS SHOWN HEREON. THIS EASEMENT WILL EXTINGUISH UPON SUBSEQUENT SOUTHERLY DEDICATION OF
SE DECKER PLACE;
AND DOES HEREBY GRANT THE TEMPORARY PUBLIC TURNAROUND ACCESS EASEMENT (TAE), AS SHOWN HEREON. THIS EASEMENT WILL EXTINGUISH UPON SUBSEQUENT SOUTHERLY DEDICATION OF SE
LEDGER LANE;
AND DOES HEREBY GRANT THE TEMPORARY STORM DRAINAGE AND SANITARY SEWER EASEMENT (TSDSSE), TO BENEFIT THE CITY OF BEND, AS SHOWN HEREON. THIS EASEMENTS WILL EXTINGUISH UPON
SUBSEQUENT EASTERLY DEDICATION OF SE ARCHER DRIVE;
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "EASTON COMMERCIAL", HENCEFORTH TO BE SO KNOWN.
SEE SHEET 2 FOR SIGNATURE
SHEET INDEX.
1. SURVEYOR'S CERTIFICATE, DECLARATION, AND PLAT NOTES
2. DECLARATION SIGNATURE, ACKNOWLEDGMENT, CONSENT AFFIDAVIT, ASSESSOR'S CERTIFICATE, APPROVALS, POST-MONUMENTATION
NOTE
3. NORTH PLAT BOUNDARY, PORTION OF TRACT V, AND SURVEYOR'S NARRATIVE
4. SOUTH PLAT BOUNDARY, TRACT 'K', TRACT V, AND REFERENCES
5. LOTS 89-108, 116-125, TRACT 'G', TRACT 'H', TRACT 'I'
6. LOTS 109-115, 126-138, A PORTION OF TRACT V
7. LOTS 139-164, A PORTION OF TRACT V �, Ael zoz y
8. LOTS 165-182, TRACT 'E', TRACT 'F' REGISTERED
9. EASEMENT DETAILS PROFESSIONAL JOB NAME: EASTON, PHASE 2
LAND SURVEYOR
10. EASEMENT DETAILS JOB NUMBER: 7326
11. EASEMENT DETAILS
OREGON DRAWN BY: TDH JAC
12. EASEMENT DETAILS MAY 11, 2021
JACOB ALLEN CARSON CHECKED BY: JAC
94570PLS
RENEWS: 12 31 25 DRAWING NO.: 7326 PLAT PH2
N
Deschutes County Official Records
Steve Dennison, County Clerk 2024-16711
01524321202400167110000009
D-PLAT Cnt=1 Pgs=o Stn=7 06/28/2024 12:35 PM
$5.00 $70.00 $11.00 $61.00 $10.00 $6.00 $163.00
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVE., SUITE 100
BEND, OR 97702
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS—ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
CS 2 13 4 7
EASTON, PHASE 2
A REPEAT OF A PORTION OF LOT 4 OF BLOCK 1 OF "RAINTREE°, 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,
BRIDGES AT SHADOW GLEN, PHASES 49, 5 AND 6"
Vl M M M M M to
BASIS OF BEARING K'
N89'50'55"E 295.01'
84.72'* 210.29'
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON is zo i s, 177 178 179 180 181
MAY 79 2024 NW'14'45'E 110.00'*
DESCHUTESC0tIMYSu6tVEY0R PLLD20200979 � ____._.
07 0 2y gy. Co ;n
- - S89*50'55"W 3.919* SE DEL TA
I DRIVE (PUBLIC)
" ,
182
N00'09 05 W 160.00 * TRACT
1 22 171 172173174175 176 'E'
ALLEY
SURVEYOR'S NARRATIVE TRACT 'A'
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE AND MONUMENT THE LANDS DESCRIBED IN EXHIBIT D OF INST. 2024-10048, A PORTION OF THE LANDS DESCRIBED IN PARCEL 1 OF ALE PUBLIC)
INST. 2021-58433, A PORTION OF LOT 4 OF BLOCK 1 OF `RAINTREE'; AND A PORTION OF TRACT 'C' OF "EASTON, PHASE 1" INTO LOTS, TRACTS, ROADS, AND EASEMENTS. S89.50'55"W 1.87'* 40
BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN) DESCHUTES 13 TRANSFORMATION. THE NOO.09'05"W 20.00'* TRACT
BEARING OF THE SOUTH LINE OF "BRIDGES AT SHADOW GLEN, PHASES 4B, 5, AND 6" IS NORTH 89'50'55" EAST.. "` '* 165 166 167 168 169 170 IFf
N08 43 00 W 132.08
THE BOUNDARY OF TRACT 'C' OF "EASTON, PHASE 1" WAS ESTABLISHED BY HOLDING THE FOUND PLAT MONUMENTS ALONG SAID BOUNDARY. 23
THE BOUNDARY OF THE LANDS DESCRIBED IN EXHIBIT D OF INST. 2024-10048, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID BOUNDARY PER COUNTY SURVEY
21303.
PHASE 1" SE CALDER
THE SOUTH BOUNDARY OF "BRIDGES AT SHADOW GLEN, PHASES 46, 5, AND 6" WAS ESTABLISHED BY HOLDING THE FOUND PLAT MONUMENTS ALONG SAID BOUNDARY. C3 L=12.54 * DRIVE (PUBLIC)
t _-
A PORTION OF THE EASTERLY LINE IS PER THE REQUIREMENTS OF THE DECLARANT OF THIS PLAT. . N08.21'52"W 80.00'*
SE CALDERA
DRIB '
6�2,�� LoZ t 0 N M d-
REGISTERED N 2 Lo � )
00 � co to to to
PROFESSIONAL n
LAND SURVEYOR
ABBREVIATIONS 28 27 26 25co
RECORD AND MEASURED DATA PER R4,R5,R7 w Y PUBLIC)
ALOE
OREGON W/YPC WITH A YELLOW PLASTIC CAP _ - 0
MAY 11, 2021 _ L
JACOB ALLEN CARBON IR IRON ROD ALLEY Q 00 a) 0 L j � U �
RENEWS:12 31 25 INST. INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL RECORDS Z .PLS CD ��- -4-
RENEWS:
SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R3; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R4; HELD
92 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R5; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R7; HELD
O DENOTES FOUND MONUMENT AS NOTED
CURVE TABLE
CURVE RADIUS DELTA LENGTH CHORD
C1 1160.00' 0'50'29" 17.03' N89'29'27"E 17.03'
R4,R5,R7 (1160.00' 0'50'29" 17.03' N89'29'27"E 17.03')
C2 970.00' 0034'02" 9.60' S87'13'48"W 9.60'
R4,R5,R7 (970.00' 0034'02" 9.60' S87'13'48"W 9.60')
C3 2040.00' 0021'08" 12.54' S81'27'34"W 12.54'
R4,R5,R7 (2040.00' 0'21'08" 12.54' S81027'34"W 12.54')
C4 2030.00' 0*58'11 34.36' N88'16'57"E 34.36'
C5 2040.00' 1.00'12" 35.72' S89'17'55"W 35.72'
C6 1850.00' 0'35'49" 19.28' N87030'46"E 19.28'
C7 1030.00' 2'26'20" 43.84' N85031'33"E 43.84'
CS 970.00' 10'10'34" 172.28' S88'10'00"E 172.05'
C9 2340.00' 2'13'06" 90.59' S84'11'16"E 90.59'
C10 90.00' 40'15'32" 63.24' S20'13'43"E 61.95'
C300 970.00' 2'55'59" 49.66' N84'32'42"W 49.65'
C301 530.00' 3'01'56" 28.05' N14'24'24"W 28.04'
NE CORNER TRACT 'A'
"EASTON COMMERCIAL"
TRACT T-
W
h
R
U
a
Of
S00903'38"E 4.
0
r
rn
3
00
M
M
0
O
z
a
88
N89'56922"E
110.00'*
.� �
W 82 75
Q
b
I 81 76
I N 89'56'22"E 102.00* 77
1 80 I
NOOb3'38"W 99
/1 64.45'* 1
N�9-56'22=E 182.00'* 100
W i 98
vzi
101
Q a 97
96 102
jr---.. z-,,-
C7 W
95 � 103
Q 94 Q
� o 0 0 104
o co 00 w O to o 00
• •
O c0 O O !- �- O
?� co W �--- N W .-
3 CV M
N M N O F4 � N Q N
w w
Lci O co OLO CA '� O O :� O
� Z vrn 000 Z 000 Z
N N N
54 55 56 57 58 59
R pR�VE
E pENVE
_ *C2 L=9.60'-� S (PueLiCI)
v SE DENVER DRIVE NO3.03'13"W 60.00'*
Q
a
�*'
N00'05'18"W 107.09'* M o cv PO �
Q 74 73 72 71 70 69 68 67 66 115 64 1631 62 61 60
m
-nnn *
O
O
co
N
Y I
000
EXHIBIT C OF
INST. 2024-10048
'03 38 E 6.8
*- N00755147"W 20.00'*
54 42 E 409.45 -ALLEY
Cl L=17.03'*
LO
r
to 1� 00 v') O N M d- Lo 1co i� I op m O N M mot- Lo to I�
Il
��v-v1-v-T-�v-���r
106 107
105 108
p
CURVE TABLE
CURVE RADIUS DELTA LENGTH CHORD
C1 1160.00' 0'50'29" 17.03' N89'29'27"E 17.03'
R4,R5,R7 (1160.00' 0'50'29" 17.03' N89'29'27"E 17.03')
C2 970.00' 0034'02" 9.60' S87'13'48"W 9.60'
R4,R5,R7 (970.00' 0034'02" 9.60' S87'13'48"W 9.60')
C3 2040.00' 0021'08" 12.54' S81'27'34"W 12.54'
R4,R5,R7 (2040.00' 0'21'08" 12.54' S81027'34"W 12.54')
C4 2030.00' 0*58'11 34.36' N88'16'57"E 34.36'
C5 2040.00' 1.00'12" 35.72' S89'17'55"W 35.72'
C6 1850.00' 0'35'49" 19.28' N87030'46"E 19.28'
C7 1030.00' 2'26'20" 43.84' N85031'33"E 43.84'
CS 970.00' 10'10'34" 172.28' S88'10'00"E 172.05'
C9 2340.00' 2'13'06" 90.59' S84'11'16"E 90.59'
C10 90.00' 40'15'32" 63.24' S20'13'43"E 61.95'
C300 970.00' 2'55'59" 49.66' N84'32'42"W 49.65'
C301 530.00' 3'01'56" 28.05' N14'24'24"W 28.04'
NE CORNER TRACT 'A'
"EASTON COMMERCIAL"
TRACT T-
W
h
R
U
a
Of
S00903'38"E 4.
0
r
rn
3
00
M
M
0
O
z
a
88
N89'56922"E
110.00'*
.� �
W 82 75
Q
b
I 81 76
I N 89'56'22"E 102.00* 77
1 80 I
NOOb3'38"W 99
/1 64.45'* 1
N�9-56'22=E 182.00'* 100
W i 98
vzi
101
Q a 97
96 102
jr---.. z-,,-
C7 W
95 � 103
Q 94 Q
� o 0 0 104
o co 00 w O to o 00
• •
O c0 O O !- �- O
?� co W �--- N W .-
3 CV M
N M N O F4 � N Q N
w w
Lci O co OLO CA '� O O :� O
� Z vrn 000 Z 000 Z
N N N
54 55 56 57 58 59
R pR�VE
E pENVE
_ *C2 L=9.60'-� S (PueLiCI)
v SE DENVER DRIVE NO3.03'13"W 60.00'*
Q
a
�*'
N00'05'18"W 107.09'* M o cv PO �
Q 74 73 72 71 70 69 68 67 66 115 64 1631 62 61 60
m
-nnn *
O
O
co
N
Y I
000
EXHIBIT C OF
INST. 2024-10048
'03 38 E 6.8
*- N00755147"W 20.00'*
54 42 E 409.45 -ALLEY
Cl L=17.03'*
LO
r
to 1� 00 v') O N M d- Lo 1co i� I op m O N M mot- Lo to I�
Il
��v-v1-v-T-�v-���r
106 107
105 108
p
NE CORNER TRACT 'A'
"EASTON COMMERCIAL"
TRACT T-
W
h
R
U
a
Of
S00903'38"E 4.
0
r
rn
3
00
M
M
0
O
z
a
88
N89'56922"E
110.00'*
.� �
W 82 75
Q
b
I 81 76
I N 89'56'22"E 102.00* 77
1 80 I
NOOb3'38"W 99
/1 64.45'* 1
N�9-56'22=E 182.00'* 100
W i 98
vzi
101
Q a 97
96 102
jr---.. z-,,-
C7 W
95 � 103
Q 94 Q
� o 0 0 104
o co 00 w O to o 00
• •
O c0 O O !- �- O
?� co W �--- N W .-
3 CV M
N M N O F4 � N Q N
w w
Lci O co OLO CA '� O O :� O
� Z vrn 000 Z 000 Z
N N N
54 55 56 57 58 59
R pR�VE
E pENVE
_ *C2 L=9.60'-� S (PueLiCI)
v SE DENVER DRIVE NO3.03'13"W 60.00'*
Q
a
�*'
N00'05'18"W 107.09'* M o cv PO �
Q 74 73 72 71 70 69 68 67 66 115 64 1631 62 61 60
m
-nnn *
O
O
co
N
Y I
000
EXHIBIT C OF
INST. 2024-10048
'03 38 E 6.8
*- N00755147"W 20.00'*
54 42 E 409.45 -ALLEY
Cl L=17.03'*
LO
r
to 1� 00 v') O N M d- Lo 1co i� I op m O N M mot- Lo to I�
Il
��v-v1-v-T-�v-���r
106 107
105 108
p
54 55 56 57 58 59
R pR�VE
E pENVE
_ *C2 L=9.60'-� S (PueLiCI)
v SE DENVER DRIVE NO3.03'13"W 60.00'*
Q
a
�*'
N00'05'18"W 107.09'* M o cv PO �
Q 74 73 72 71 70 69 68 67 66 115 64 1631 62 61 60
m
-nnn *
O
O
co
N
Y I
000
EXHIBIT C OF
INST. 2024-10048
'03 38 E 6.8
*- N00755147"W 20.00'*
54 42 E 409.45 -ALLEY
Cl L=17.03'*
LO
r
to 1� 00 v') O N M d- Lo 1co i� I op m O N M mot- Lo to I�
Il
��v-v1-v-T-�v-���r
106 107
105 108
p
J SE SCOUT PLACE
-Cc
J
4
13
j (PUBLIC)
V
a
W 110 111
V
W
O
v
Q
W�
o
a 109 112
�J
Q
o
1
w
w
00
w
o
0
000.
o
b
N
O
O
t'7
O
W
O
T
o
W
T_
C)
N
3
co
00
M
3
00
3
n
3
P7
N
M
N
M
N
Q
N
M
N
O
N
co
CD
V/
O
:'
cn
•
Z
000
000
000
cn
cn
114
113
367
SH EET 3 OF 12 a
N
-r`
ti
EASEMENT NOTES
E1 ANON WATER LINE EASEMENT, PER VOLUME 260, PAGE 482,
DESCHUTES COUNTY DEED RECORDS.
114'45'W 109.65'
13'57"E 60.00'
L=34.36' PREPARED FOR
'09'05"E 101.30'
'50'55"W 3.01'
YOVICI5"E 20.00'
11'59"E 107.86'
-05 L=35.72'
S0112'11 "E 80.00'
REMAINDER
PARCEL 1
INST. 2021-58433
S00'04'59"E 117.37'
3 L=19.28'
S0211'19"E 20.00'
PAHUSCH HOMES
210 SW WILSON AVE., SUITE 100
BEND, OR 97702
SCALE: 1 =100 FEET
100 0 20 50 100
Lo S00'04'59"E 112.95'
C7 L=43.84'
SO315'17"E
60.00'
C9 L=90.59'
C8 L=172.28'
C300
TRACT V
L=49.66'
2.04 ACRES
I I
-�+
1 1
i _ 12.00' E1
I
I I
1
I I
i 1 06
I I co
1 to
UJ C10-
I I
00
n
I � L=63.24'
I I �
Z S49'38' 31 "W
r R%
39.96'
i I
TRACT 'K'
SEE SHEET 4
0
Uci
w
�i
0
W
O CO
w
�� I i C301 iM is aaq
� I L=28.05 0
115C)
S89056'30"W O
JOB NAME: EASTON. PHASE 2
JOB NUMBER: 7326
DRAWN BY: TDH /JAC
CHECKED BY: JAC
DRAWING NO.: 7326 PLAT PH2
128.23' 524.10'
0
S89'56'30"W 52.33'
(S89-56'30"W 652.33')R6
EXHIBIT B OF FOUND 5/8"
INST. 2024-03501 IR PER R1
AKS ENGINEERING & FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
21347-
LEGEND
• 5/8" IR W/YPC INSCRIBED "AKS ENGR."; SET PER POST
MONUMENTATION NOTE (SEE SHEET 1)
FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R5; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R3; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R7; HELD
0 DENOTES FOUND MONUMENT AS NOTED
EXHIBIT C OF
INST. 2024-10048
ABBREVIATIONS
W/YPC WITH A YELLOW PLASTIC CAP
IR IRON ROD
INST. INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL RECORDS
PUE PUBLIC UTILITY EASEMENT
TAE TEMPORARY PUBLIC TURNAROUND ACCESS EASEMENT
TSDSSE TEMPORARY STORM DRAINAGE AND SANITARY SEWER EASEMENT
DiL-# SEE DETAIL, SHEET #
SE DECKER PLACE (PUBLIC)
SE LEDGER LANE (PUBLIC)
110111 114
--------- I 115
' TRACT V
109 ;1 1 112 ; 113 `
ft
h
�o
o M
o N
N
r Go
Go pe)
I'7 w
C) C)
0
Zo
SEE SHEET 3 AND 6 I E2,E3 i C404 L=23.78'
DTL-12 C11 L=121.59'
I (L=121.59,)R6,R7
(N00'41'52"W 62.53')R7 ? Z
N00'41'52"W 62.53'
SE ARCHER DRIVE C15 L=82.14'
(N04*36'41"E 60.00')R5,R6,R7
-N04*36"41 "E 60.00' °
(L=14.46')R5,R6,R7 i TSDSSE DTL-11
C14 L=14.46' �-
1 C401 L=116.36'
1
(N00'15'14"E 21.38')R5,R6,R7 ° ° �-
i
N00'15'14" E 21.38' °
` C400 L=130.82'
(L=64.51')R5,R6,R7 ; PUE DTL-11
C13 L=64.51' o �`
(L=87.28')R5,R6,R7
C12 L=87.28' ►1r 10.00'
I °I
"EASTON, ,� � PUE
COMMERCIALCO
'" 1
Q '0 Ld 1
C"
`n W I
v LO
LO 0
c)
I i 227.95'
I °
4
5
TRACT Y
11.53 ACRES
S89'44'46"E 333.32'
TAE
' I
i
DTL-11
I ,
I ,
I
w
M
I i
ui
LO
I
a�
I ,
L
-n
I I cn to
I ,
f ,
I ,
1 ,
-- i 12.00' E5
I
I I
I I M
I co
I
I
i 1 r
I ' o
cn
I '
I '
I '
t'
I '
I i
I '
I '
I '
I '
C402 L=44.29' i
I ,
I ,
I ,
C403 L=55.46' I ! �12.00'
--FOUND 5/8"
IR PER R1
TRACT 'L'
C
3.62 ACRES
d• Of
C*4 Lci
N
�
o�
d'
W
LO
N N
�-
N
3 N
LO
o
�3::
w
� � a-
z
�-
r
0
0
�v
PUE DTL-11
201.60'
N89'44'46"W 429.55' 1
(N89 44 46 W 429.55 )R5,R6,R7
SE EASTON PLACE
6
EXHIBIT B OF
INST. 2024-03501
(S89'44'46"W 637.57')R6,R7
S89'44'46" W 637.579
(N89'44'46"W 45.00')R5,R6,R7
-N89'44'46" W 45.00'
(S00'15'14"W 14.50')R5,R6,R7
-S0015'14" W 14.50'
-SE LEDGER LANE
EASTON, PHASE 2 SHEET 40F 12 R
A REPEAT OF A PORTION OF LOT 4 OF BLOCK 1 OF "RAINTREE", A PORTION
OF TRACT 'C' OF "EASTON, PHASE 1", AND OTHER LANDS LOCATED IN THE
SOUTHWEST 1/4 OF SEC11ON 15, TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WLLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 79 2024
PLLD20200979
REFERENCES
( )R1 RECORD INFORMATION PER MAJOR PART11ION MJP-78-10, BY EDGAR W. GRAVES,
DATED FEBRUARY 1978, FILED AS COUNTY SURVEY 03964.
( )R3 RECORD INFORMATION PER RECORD OF SURVEY, BY MICHAEL S. KALINA, FILED
OCTOBER 20, 2021, AS COUNTY SURVEY 20641.
( )R2 RECORD INFORMATION PER PLAT OF "BRIDGES AT SHADOW GLEN, PHASES 413, 5
AND 6", BY JOHN A. MCCOY, FILED OCTOBER 23, 2017, AS COUNTY SURVEY 19489.
( )R4 RECORD INFORMATION PER PLAT OF "EASTON, PHASE 1" BY JACOB ALLEN CARSON,
FILED AUGUST 3, 2022, AS COUNTY SURVEY 20876.
( )R5 RECORD INFORMATION PER PLAT OF "EASTON COMMERCIAL" BY JACOB ALLEN
CARSON, FILED OCTOBER 11, 2023, AS COUNTY SURVEY 21176.
( )R6 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB ALLEN CARSON, FILED
FEBRUARY 16, 2024, AS COUNTY SURVEY 21260.
( )R7 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB ALLEN CARSON, FILED
MAY 1, 2024, AS COUNTY SURVEY 21303.
657.53'
S89059109" W 761.53'
(S89'59'09"W 761.53')R6,R7
INST. 2018-37904
w h
14) CD
N �
c � L? "RA11V17?ff '
N
3 N
o � BLOCK 1
NN LOT
00
cf)N
(N58'38'00"E 23.57')R6,R7
N58'38'00"E 23.57'
(S43-58'37"E 112.89')R6,R7 INST.
2017-41850
S43*58'37" E 112.89'
(S12756'49"E 21.55')R6,R7
S12'56'49"E 21 555'
104.000
FOUND 5/8"
IR PER R1
INST.
2017-25963
EASEMENT NOTES
E2 WATER LINE EASEMENT, PER VOLUME 301, PAGE 505,
DESCHUTES COUNTY DEED RECORDS.
E3 WATER LINE EASEMENT, PER VOLUME 347, PAGE 413,
DESCHUTES COUNTY DEED RECORDS.
E5 AMON WATER LINE EASEMENT, PER VOLUME 279, PAGE 581,
DESCHUTES COUNTY DEED RECORD.
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C11
R6,R7
530.00'
(530.00'
13'08'40"
13'08'40"
121.59'
121.59'
S0619'06"E 121.32'
S0619'06"E 121.32')
C12
R5,R6,R7
230.00'
(230.00'
21044'29"
21044'29"
87.28'
87.28'
N10937'00"W 86.75'
N10737'00"W 86.75)
C13
R5,R6,R7
170.00'
(170.00'
21'44'29"
21'44'29"
64.51'
64.51'
N10'37'00"W 64.12'
N10'37'00"W 64.12')
C14
R5,R6,R7
1530.00'
(1530.00'
0032'29"
0'32'29"
14.46'
14.46'
S85'07'05"E 14.46'
S85-07-05"E 14.46')
C15
R7
1470.00'
(1470.00'
312'06"
312'06"
82.14'
82.14'
S86759'22"E 82.13'
S86'59'22"E 82.13')
C400
1530.00'
4'53'56"
130.82'
S8717'48"E 130.78'
C401
1530.00'
4721'27"
116.36'
S87'34'02"E 116.33'
C402
420.00'
6'0229"
44.29'
N03051'10"E 44.27'
C403
480.00'
6*37'11"
55.46'
NO3'33'50"E 55.43'
C404
530.00'
2*34'14"
23.78'
N11036'19"W 23.78'
1
SCALE: 1 "=100 FEET
""""d - %_iii
100 0 20 50 100
PREPARED FOR.
�&621/
PAHl1SCH HOMES
210 SW NALSON AVE., SUITE 100
REGISTERED
BEND, OR 97702
FLLAANDFSURVEYOR
SOB NAME: EASTON, PHASE 2
JOB NUMBER: 7326
OREGON
DRAWN BY: TDH JAC
MAY 11, 2021
JACOB ALLEN CARBON
CHECKED BY: JAC
91570PLS
RENEWS: 12 31 25
DRAWING N0.:7326 PLAT PH2
AKS ENGINEERING & FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES.
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
13.47-
nESCHUTESCOUNTY SURVEYOR
FeLEp o7er w24 BY&O1.1fos
EASEMENT NOTES
E4 AVION WATER LINE EASEMENT, PER INSTRUMENT NUMBER
2024-12209, DESCHUTES COUNTY OFFICIAL RECORDS
85
86
87
IN111AL POINT XPUE DTL-9
"NE CORNER TRACT 'A' N89'56'22"E 110.009*
EASTON, COMMERCIAL
W
v
Q
a
bi
I 10.00' TRACT T 1,100 SF 1 30.00'
N89056'22"E 110.00' I 5.71'
0 o W No0'03'38"W 10.00' o10.00 I
8g ad 1 oo PUE
REV
30.00'
4,235 SF rj
N89'56'22"E 110.00'____�___
I
-------------------------
go PUE—'
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v
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M
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3,740 SF DTL-9 14
30.00' I 30.00'
________N89'56'22"E
110.00'_____-
4:
----------------------------
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110.00'_____�-
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--------------------------
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_ __N89'56'22"E 110.00'____�___
W---�—
--
— — — — — — — — — — — — — — —
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PUE
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10.00'
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1
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o----------------------------off
S89'56 22"W 110.00' 30.00 30.001
(S89056'22"W 110.00')R7
1
S89*56122"W 60.00'
N00003138"W 6.91'
(S89.56'22"W 60.00')R7
(N00'03'38"W 6.91')R7
SCALE: 1 "= 40 FEET
40 0 8 20 40
(S89'56'22"W 20.00')R7
EASTON, PHASE 2 SHEET 50F 12
A REPEAT OF A PORTION OF LOT 4 OF BLOCK 1 OF "RAINTREE", 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
MAY 79 2024
PLLD20200979
PREPARED FOR
PAHLISCH HOMES
ABBREVIATIONS
LEGEND
210 SW WILSON AVE., SUITE 100
BEND, OR 97702
*
RECORD AND MEASURED DATA PER R4,R5,R7
PAE
PUBLIC ACCESS EASEMENT
•
5/8" IR W/YPC INSCRIBED "AKS ENGR."; SET PER POST
W/YPC
WITH A YELLOW PLASTIC CAP
PSDE
PRIVATE STORM DRAINAGE EASEMENT
MONUMENTATION NOTE (SEE SHEET 1)
4;1ZIZOZ l
W/ALC
WITH A 2-INCH ALUMINUM CAP
PSE
PRIVATE STORM EASEMENT
5/8" IR W/ALC INSCRIBED "AKS ENGR."; SET PER POST
IR
IRON ROD
SF
SQUARE FEET
MONUMENTATION NOTE (SEE SHEET 1)
"AKS
REGISTERED
PROFESSIONAL
JOB NAME: EASTON, PHASE 2
ENGINEERING R, FORESTRY,TE LLC
2777
DTL-#
SEE DETAIL, SHEET #
0
FOUND 5 8" IR W YPC INSCRIBED ENGR.";
/ /
PER R4; HELD
LAND SURVEYOR
NWIN
INST.
INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL RECORDS
"AKS
BEND, OR 97703
AWE
AVION WATER COMPANY EASEMENT
(TYP)
TYPICAL
❑
FOUND 5/8" IR W/ALC INSCRIBED ENGR.";
PER R4; HELD
JOB NUMBER: 7326
541.317.8429
91
FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR.";
PER R5; HELD
WWW.AKS-ENG.COM
PUE
PUBLIC UTILITY EASEMENT
DBC
DESTROYED BY CONSTRUCTION
"AKS
OREGON
DRAWN BY: TDH JAC
XPUE
EXISTING PUBLIC UTILITY EASEMENT PER R4
REW
RESET WITH
0
FOUND 5/8" IR W/YPC INSCRIBED ENGR.";
PER R7; HELD
MAY 119 2021
JACOB ALLEN CARSON
CHECKED BY: JAC
ENGINEERING • SURVEYING • NATU
94570PLS
RENEWS: 12 31 25
DRAWING NO.: 7326 PLAT PI-12
FORESTRY • PLANNING • LANDSCAPI
O
H
W
W
W
W
U)
CS 2 13-4 7
Iff
SCALE: 1 "= 40 FEET
1!!!%"6iii
40 0 8 20 40
Lo
W
W
W
W
N
DEscHRM coua7nr suRMoR
��,gp a� o� 7.ou gy. Gb.. i✓1 s
EASEMENT NOTES
E1 AYION WATER LINE EASEMENT, PER VOLUME 260, PAGE 482,
DESCHUTES COUNTY DEED RECORDS.
It'ASTON, PHASE 1*"*
64 63 62 61
N00'55947"W 20.009*
DBC, REW ■=
ALLEY C1 L=17.03'*--\
N89'S4'42"E 409.45'*
2
npmm
CV o
� o
0
0
0
O
z
N89_54'42"E 619.17'
262.00'
I
f ) I
30.00
I
30.00
I ill
I
C"
rn
N
V
Q
O, co
� I
O
a
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-
O
O
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3
M
-
i�
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001 0
o
0
o
OI .d:
0
z
Q
z
,W
30.00'
30.00'
k.
LEGEND
• 5/8" IR W/YPC INSCRIBED "AKS ENGR."; SET PER POST
MONUMENTATION NOTE (SEE SHEET 1)
■ 5/8" IR W/ALC INSCRIBED "AKS ENGR."; SET PER POST
MONUMENTATION NOTE (SEE SHEET 1)
A 1-1/8" COPPER DISK INSCRIBED "AKS ENGR."; IN CONCRETE; SET PER
POST MONUMENTATION NOTE (SEE SHEET 1)
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R4; HELD
❑ FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER R4; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R3; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R7; HELD
SEE SHEET 7
0
0
M
SHEET 6 OF 12
EASTON PHASE 2
A REPEAT OF A PORTION OF LOT 4 OF BLOCK 1 OF "RAINTREE", 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
MAY 79 2024
PLLD20200979
1
1
1
1
1
1
1
1
1
1
1
600'
cp
TRACT V
N
QVE �vn
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C16
500.00'
16.36'36"
144.95'
N21.58'47"W 144.44'
C17
500.00'
24022'28"
212.71'
N18'05'51"W 211.11'
C18
500.00'
7042'03"
67.20'
N09'45'39"W 67.15'
C19
500.00'
16'40'25"
145.51'
N21.56'53"W 144.99'
C20
200.00'
3011'46"
105.40'
N74'4848"E 104.19'
C21
1150.00'
12'40'52"
254.53'
N82'43'46"E 254.01'
C600
470.00'
14057'16"
122.67'
N22'02'22"W 122.32"
C601
230.00'
24.21'48"
97.80'
N77.4348"E 97.06'
C602
230.00'
15'24'12"
61.83'
N7315'00"E 61.65'
C603
230.00'
8'57'36"
35.97'
N85.2554"E 35.93'
C604
170.00'
22026'50"
66.60'
N78'41'17"E 66.18'
C605
530.00'
13'20'41"
123.44'
N21021'30"W 123.16'
C606
1160.00'
12*06'17"
245.07'
N83'01'04"E 244.61'
138`
7,059 SF
� I ,
I �
2.50' o I
00
-PUE
r i DTL-10 gyp, I I
I----- 660
4 I-:6 10.71
C6
16.15' 0 N59'42'55"E
6.67
p L,105•�°� � ``� i I
SE SCOUT PLACE (PUBLIC) _ _ _ _ _ _ _ _.� _ _ ��--12.00' E1
262.00' 95.17' `�` i SEE SHEET 3
0 0
M M
N89'54'42"E 202.00' N89'54'42"E 65.18' C602 -e ; `\ -yp• ^ ,
----101.009-------�--,!
PSE
i i 101.00'
RWE- 'I
DTL-12 �i i
- I I
b DTL-12
110 ;off
;n , b
111
_
Lo PUE 5,658 SF c I a"
(�) "' i
- 1 5,663 SF PUE ,
i DTL-9
D- I
��-RWE DTL-12
I
N89'56'22"E 101.00'� _;Mi
L_____-N89'S6'22"E 101.00'____ _
----------------- -�-o
---------------�--
0
C3 W -�i Z
109 N�;�
'
112 i
'o 3,434 SF "I I
M 3,434 SF I M
I I�
-----------101.00'---------L I .
I I
L----------------------L-
0
O
0
M
. 30.00 30.00
W
10.00' I V I I -- C603 L=35.97'
RWE I o I
_ PUE o DTL-12 iLo
_, `�` �o
o 114 I PSE
cy)CV I �
rn PUE 5,692 SF 6 i i' i co DTL-12
cv 115MM MT,(Typ)
DTL-9 " l I I rn o 9,013 SF
I M-rt----N89 56 22 E 101.00 LLl 1 0
(� _ z P
o----------------- 1 I
z Z W V g ^i T i RWE
Q J o o m Q- 00 DTL-12 `
10.0o m 113 N V)� I I PUE +
PUE (�j� "' 3,434 SF i i' I PSE DTL-9�` + -, + E1
30.00, I 30.00' 1- - - - - - - - - - - - - - - - - - - - - - - L I �i DTL-12 , _, ` , DTL-11
�________104.83 ______ � __ 30.92 30.82 �
„ ; ' " ' N89'S6'22"E 101.00' i N89'S6'22"E 101.00' " •
589��22
22 W 60.00 S89�6 22 W 101.00 2,87°� i i i �3.00' �� N89 56 22 E 166.57 �'-
" (S89 56 22 W 101.00 )R7___� _+- 2.88 I �, 1
(S89 56 W 60.00 )R7 TAWE DTL-11 I 1
N00'03'38"W 10.87' S00'03'38"E 3.00' NSs•5s'22"E so.00' �TL-11�-TAE PDT 11
(S00.03'38"E 3.00')R7 ' ' I i I
(NOOro3'38"W 10.87')R7 TRACT K EXHIBIT C OF INST. SEE SHEET 4 � DTt-11
2024-10048
'
RLVIJI LRLV
PROFESSIONAL
LAND SURVEYOR
PREPARED FOR-
PAHLISCH HOMES
210 SW WILSON AVE., SUITE 100
ORE O
BEND, OR 97702
MAY 119 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 12 31 25
EXHIBIT B OF
INST. 2024-03501
CURVE TABLE
CURVE I RADIUS DELTA LENGTH CHORD
C607
1160.00'
1'49'42"
37.01'
N77'52'46"E 37.01'
C608
1160.00'
1'30'24"
30.51'
N79.32'49"E 30.51'
C609
1160.00'
1'41'59"
34.41'
N81'09'01 "E 34.41'
C610
1160.00'
1029'38"
30.24'
N82.44'49"E 30.24'
C611
1160.00'
1.41'15-
34.17'
N84.20'15"E 34.17'
C612
1160.00'
1 111'19"
1 24.07'
N85'46'33"E 24.07'
C613
1160.00"
111'14"
24.03'
N86'57'49"E 24.03'
C614
1160.00'
111'10"
24.01'
N88'09'01"E 24.01'
C615
1160.00'
0.1937"
6.62'
N88'54'24"E 6.62'
C616
1160.00'
0039'40"
13.38'
N89'24'03"E 13.38'
C617
1160.00'
010'49"
3.65'
N89'49'17"E 3.65'
C618
470.00'
24'22'28"
199.94'
N18'05'51 "W 198.44'
C619
530.00'
17023'39"
160.90'
S21035'15"E 160.28'
= m Sol
V
Ti F, A
, k, R
W/YPC WITH A YELLOW PLASTIC CAP
W/ALC WITH A 2-INCH ALUMINUM CAP
IR IRON ROD
INST. INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL RECORDS
PUE PUBLIC UTILITY EASEMENT
PSDE PRIVATE STORM DRAINAGE EASEMENT
PSE PRIVATE STORM EASEMENT
PAE PUBLIC ACCESS EASEMENT
RWE PRIVATE RETAINING WALL EASEMENT
TSE TEMPORARY PUBLIC SEWER EASEMENT
TAWE TEMPORARY AYION WATER COMPANY EASEMENT
TAE TEMPORARY PUBLIC TURNAROUND ACCESS EASEMENT
SF SQUARE FEET
DTL-# SEE DETAIL, SHEET #
(TYP) TYPICAL
DBC DESTROYED BY CONSTRUCTION
REW RESET WITH
CS- 2 13 4 7
23 i ►
► l
, 1 1
, 1 1
165
, � 1
, ► 1
, 1 1
► __ 1 1
C3 L=12.54'
�DERA DRIVE
SE CA
► I
1 1
167
166
J 1-
II 11 __-----
__----n 0
-SEE SHEET 8
170 TRACT F
169
1 1 168 1
I I I I
I , , 1 T I ,-_------
I L-------'-71 I
-1 1 11 11
I
0
00- o SE CALDERA DRIVE (PUBLIC) _ _ -
N _
- - C2 L=249.98'
DBC, REW ■ o w o o =
- r IZ
oW
�a
o p
o O
o.
�o
00
w
r.
r
o !-
4- N
6
SCALE: 1 "= 40 FEET
1!!!%?%iii
40 0 8 20 40
O o �
00 0 �- C754 L=244.98' REMAINDER
' I IL=24.06' L=20.04 L=24.03' 1 iL=24.02' L-N.01' PARCEL 1
I L=34.13 C756 - C755 -I
L=30•16 I _ I I_ C759 - ' C758 - C757_ 1 I INST. 2021-58433
28' I
I L=34.25 I
i C761- i
I-- C760 i
t
1
1
_30
I L C763
- C762L _ 1
1
- 1
1 1
1 1
1 1
1PUE
1
I
I
I
1 -�
1 I
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I
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DTL-10
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DTLP�10
24
I_ i
1
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CO Q,
1
1
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1
0
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oI
oI
Z;I
ZI
Z
11
I
can
o
z
I
II
II
I I
i� 2.50'
C6 L=19.28'
U-i
co
N
1 2.50'--�
I I
PSDE I
I I
I I
I=20.08'
L=24.13
,i
L=24.081
1
i_
1L-24.05
1 C752
= 4.03'1
L 2 1
C753
ALLEY
peC, 440
1
'EASTON, PHASE
I
a
59
a
10
XPUE
I DTL-10
(TTV) I I 1 I C748 1 1 C750 C751 , ,�
3 I I I I I C747 I i L=34.24' I I C749 1D , 10._00' �S02'1119 E
6 I C745 I I C74 41' 1 I L=30.28 C744 L=265.05 _ - _ 10 00' _ 20.00'
I L,30•45 I I L= C26_ - A�'LE - 33 2L 65.82' ��DD' 734
0 10.17' _ - _ g5.43' (PUBLIC) C7 I C737 C736 C735 C
p _ '-� L 2 C740 , 1 C739 C7480,I IL=24.07' L=20.04 L=20.03 L=24.02'I
Z 10.1fi C742 I I C741 I I L=30.22' i iL=24.13 L 2 I i I
43 I I- 6,1 I L=34.32 I ull
I Cl , 1 1 E 3p.3 I I I I I I I I
I L=34.51 1 1 1 1 I I I I I I �` in N I
N a' �/' o N `r' 0 1
I I I 11 ao 5 d- ro I r-
I 1 1 1 1 T I N 14- N o 1�^ r7 co o r-
c7 co N o 1 M- r7 = M CV I W
I I I u- I I N ao 1 CN co I r- cV I N c j N I A
I u i I 0, r- oo I n N I (V 1 N 1 3 . "v" Lo I ul
L6 I 1 CV m � Lf� I LC)
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I I ,, o I I ^ 1 I C730- C7 L= •
I 12.50 1 1 I I c q I I c i i 729- _20•23' L=20.17 L=24.15
1 2.50 --� PSDE I I PUE , I 1 1 -S 1 1 _24.36
I I I () I I DTL-10 I I 724�_I 1.C725' 1 L C727 L=153.21' -o o qo W
~=34.06' _ I I _ 722r 1-1"C723 ; I i L 30.39, 1 IL.24•43 c,, dn o o
L Q719 ..I it---30.13 , , 1 L=34.27 C728 L=20.46' o C23 L=148.75' its 0
' C - - 35' r-
C2 L=9.60'*J
ML w0
- - M O>
SE DENVER PLACE M
Cl
62
C720 L=147.69 (pUBLI) C25 L=46. o Mo w
A '
ER PLC _ f 4 L=102•40 o V)
�C721 L=24.46' E DENS �� C2 0 , C764 M
S 5 L=14.95'
C22
w z I
C709 69.
�-DBC, REW ■ - ' C710 0 1 ",
o z 6
o L=156.82' , C713 1 1 1% L=63.70 i °° ,I
M C712 C715 I I C714 1 1 25 38 it 1 N'-
C717 C716 1� I I , 1 1 L=30.04 ► �, 11 PUE 1 10.00 -P I
1 C718 L_30.14 i i , 1 DTL-10 --� PUE I TRACT ���
I L=24.05' L=20.07 L=24.14 cn
PUE
1
1 i PUE i1 Ii DTL-10 11 it 11 �? I � 30.00' 30.00' I
1 I I DTL-10
I- u- v ' I i o '`' 1 0 \ iP pE m
N � w , w 145 z m
I cn N ao , I I s 1
�. I o N of 1 1 1 w 144 1 6,541 SF 1 c� rn� N i (n
I co o cd o co 0 1 1 1 1 1 �O N Q° 1 rn ►
0 I N c i c I 1 143 ; 3,822 SF ; ; QO N r I =
I � 1 142 1 3,740 SF 1 1 1 r o_ 11 r I m
I oo I 1 11 ►
I P7 d" �, I 4,205 SF 1 'o i i �' �' '' 1
1 1150_ tN 1
60 � 1 0 � o o I ; 1 � 2' E 1 `1 I � i"3 - �ii i W
x I 0 o z l 1 1 1 P 1, 1 .P 1
CO � 2.50�1 � ;1 � C707 6' � 7S i
1 1 1 i 705 i C706 4' `=54.9
o I I 1 C 1 1 L=34.0 11
1 0.
• " Z IL=24.01I=C762/,
200' L=24.05'; i LC46.32, 1 1 L=37.24 LEY -�- _ Z `I
N 00 55 47 W� , C7061 C703A L _ o. oo, rn
20.00 * - L-240.65
ALLEY
DBC, REW ■
61
6
0
0
ro
I I
I I
I I
I I
127, :128 129 130
1 1
C700 - - ( PUBL 1 �,
-_10.00' _ - - - C21 54.53 I i I �- c
-10.00' o
`�
II II II II II �I 138
II II II II136II1371I � s
I I I I 134 11135
133 1 1 I I
131II132 ,1 11 II 1I II
SEE SHEET 6
EASTON, PHASE 2 SHEET 70F 12
A REPEAT OF A PORTION OF LOT 4 OF BLOCK 1 OF "RAINTREE", 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,
WILLAME MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 79 2024
PLLD20200979
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C2
R4,R5,R7
970.00'
(970.00
0'34'02"
0'34'02"
9.60'
9.60'
S8713'48"W 9.60'
S871348"W 9.60')
C3
R4,R5,R7
2040.00'
(2040.00'
0021'08"
0'21'08"
12.54'
12.54'
S81'27'34"W 12.54'
S81'27'34"W 12.54)
C6
1850.00'
0'35'50"
19.28'
N87'30'46"E 19.28'
C7
1030.00'
2'26'20"
43.84'
N85031'33"E 43.84'
C8
970.00'
1010'34"
172.28'
S8810'00"E 172.05'
C17
500.00'
24'22'28"
212.71'
N18005'51"W 211.11'
C18
500.00'
7'42'03"
67.20'
N09045'38"W 67.15'
C19
500.00'
16'40'26"
145.51'
N21056'53"W 144.99'
C21
1150.00'
12'40'52"
254.53'
N8243'46"E 254.01'
C22
1000.00'
8'43'25"
152.25'
N82035'04"E 152.11'
C23
1000.00'
8'31'21"
148.75'
N82'29'03"E 148.61'
C24
1000.00'
5052'01"
102.40'
N81'09'22"E 102.35'
C25
1000.00'
2'39'20"
46.35'
N85'25'03"E 46.35'
C26
1840.00'
815'55"
265.43'
N83040'44"E 265.20'
C27
2000.00'
7'09'41"
249.98'
N85'12'58"E 249.82'
C700
1140.00'
12005'42"
240.65'
N83'01'22"E 240.20'
C701
1140.00'
11224"
24.01'
N88028'01 "E 24.01'
C702
1140.00'
1'00'23"
20.02'
N87021'38"E 20.02'
C703
1140.00'
1 "12'31"
24.05'
N 86'15'11 "E 24.05'
C704
1140.00'
219'42"
46.32'
N84029'04"E 46.32'
C705
1140.00'
1052'18"
37.24'
N82'23'04"E 37.24'
C706
1140.00'
1'42'40"
34.04'
N80035'35"E 34.04'
C707
1140.00'
2045'44"
54.96'
N78021'23"E 54.95'
C708
530.00'
6'36'48"
1 61.17'
1 N0913'01 "W 61.14'
C8 L=17
C765 L=187.23'
ABBREVIATIONS
• RECORD AND MEASURED DATA PER R4,R5,R7
W/YPC WITH A YELLOW PLASTIC CAP
W/ALC WITH A 2-INCH ALUMINUM CAP
IR IRON ROD
INST. INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL RECORDS
PUE PUBLIC UTILITY EASEMENT
XPUE
PSDE
SF
DTL-#
(TYP)
DBC
EXISTING PUBLIC UTILITY EASEMENT PER R4
PRIVATE STORM DRAINAGE EASEMENT
SQUARE FEET
SEE DETAIL, SHEET #
TYPICAL
DESTROYED BY CONSTRUCTION
REW RESET WITH
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVE., SUITE 100
BEND, OR 97702
6/L6/Lo2y
REGISTERED
PROFESSIONAL
LAND SURVEYOR
2i
OREGO
MAY 119 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 12 31 25
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C709
970.00'
4005'41"
69.32'
N8016'12"E 69.31'
C710
970.00'
3045'45"
63.70'
N80026'10"E 63.69'
C711
970.00'
019'56*
5.62'
N78'23'20"E 5.62'
C712
1030.00'
8043'25"
156.82'
N82'35'04"E 156.67'
C713
1030.00'
1034'44"
28.38'
N79'00'44"E 28.38'
C714
1030.00'
1*40'15"
30.04'
N80038'14"E 30.04'
C715
1030.00'
1040'37"
30.14'
N8218'39"E 30.14'
C716
1030.00'
1'20'33"
24.14'
N83'49'14"E 24.14'
C717
1030.00'
1007'00"
20.07'
N85003'01 "E 20.07'
C718
1030.00'
1020'16"
24.05'
N8616'39"E 24.05'
C719
970.00'
2'00'44"
34.06'
N86'30'27"E 34.06'
C720
970.00'
8'43'25"
147.69'
N82'35'04"E 147.54'
C721
970.00'
1'26'42"
24.46'
N8613'26"E 24.46'
C722
970.00'
1'46'47"
30.13'
N84'36'42"E 30.13'
C723
970.00'
2'01'28"
34.27'
N82042'34"E 34.27'
C724
970.00'
1047'41"
30.39'
N80'48'00"E 30.38'
C725
970.00'
1'26'34"
24.43'
N7910'52"E 24.43'
C726
970.00'
014!13'
4.01'
N78020'28"E 4.01'
C727
1030.00'
8'31'21"
153.21'
N82029'03"E 153.07'
C728
1030.00'
1*08'16"
20.46'
N78'47'30"E 20.46'
C729
1030.00'
1021'19"
24.36'
N80'02'18"E 24.36'
C730
1030.00'
1'07'31"
20.23'
N8116'43"E 20.23'
C731
1030.00'
1'07'20"
20.17'
N82'24'08"E 20.17'
C732
1030.00'
1'20'35"
24.15'
N83038'06"E 24.14'
C733
1830.00'
819'21"
265.82'
N83'39'01"E 265.59'
C734
1830.00'
0045'07"
24.02'
N87 26'08"E 24.02'
C735
1830.00'
0'37'38"
20.03'
N86'44'45"E 20.03'
C736
1830.00'
0'37'39"
20.04'
N86'07'06"E 20.04'
CURVE TABLE
CURVE I RADIUS DELTA I LENGTH CHORD
C737
1830.00'
0'45'14"
24.07'
N85'25'40"E 24.07'
C738
1830.00'
0'45'16"
24.10'
N84'40'25"E 24.10'
C739
1 1830.00'
0'45'20"
24.13'
N83'55'07"E 24.13'
C740
1830.00'
0056'46"
30.22'
N83004'04"E 30.22'
C741
1830.00'
1'0429"
34.32'
N82'03'27"E 34.32'
C742
1830.00'
0'57'02"
30.36'
N81602'41 "E 30.36'
C743
1830.00'
1'04'50"
34.51'
N80'01'45"E 34.51'
C744
1850.00'
812'31"
265.05'
N83042'26"E 264.82'
C745
1850.00'
0'56'35"
30.45'
N80004'28"E 30.45'
C746
1850.00'
1003'57"
34.41'
N8100443"E 34.41'
C747
1850.00'
0'56'16"
30.28'
N82904'50"E 30.28'
C748
1850.00'
1'03'38"
34.24'
N83'04'47"E 34.24'
C749
1850.00'
0044'50"
24.13'
N83'59'01 "E 24.13'
C750
1850.00'
0037'20"
20.08'
N84'40'06"E 20.08'
C751
1850.00'
0'44'44"
24.08'
N85021'08"E 24.08'
C752
1850.00'
0'44'42"
24.05'
N86'05'51"E 24.05'
C753
1850.00'
0*440"
24.03'
N86'50'32"E 24.03'
C754
1960.00'
7009'41"
244.98'
N8512'58"E 244.82'
C755
1960.00'
0'42'06"
24.01'
N88'26'46"E 24.01'
C756
1960.00'
0042'08"
24.02'
N87'44'39"E 24.02'
C757
1960.00'
0042'09"
24.03'
N87'02'31 "E 24.03'
C758
1960.00'
0035'09"
20.04'
N86023'52"E 20.04'
C759
1960.00'
0*42'12"
24.06'
N85'45'11 "E 24.06'
C760
1960.00'
0759'52"
34.13'
N84054'09"E 34.13'
C761
1960.00'
0052'54"
30.16'
N83'57'46"E 30.16'
C762
1960.00'
1'00'04'
34.25'
N83'01'17"E 34.25'
C763
1960.00'
0'53'07"
30.28'
N82'04'41 "E 30.28'
C764
970.00'
0'53'00"
14.95'
N8618'13"E 14.95'
C765
970.00'
11003'34"
187.23'
N88'36'30"W 186.94'
LEGEND
SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
• 5/8" IR W/YPC INSCRIBED "AKS ENGR."; SET PER POST
MONUMENTATION NOTE (SEE SHEET 1)
■ 5/8" IR W/ALC INSCRIBED "AKS ENGR."; SET PER POST
MONUMENTATION NOTE (SEE SHEET 1)
A 1-1/8" COPPER DISK INSCRIBED "AKS ENGR."; IN CONCRETE; SET PER
POST MONUMENTATION NOTE (SEE SHEET 1)
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R4; HELD
❑ FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER R4; HELD
�$21347
• :�. ,�
Y
S
S 07 /0 OZI sfeCo-lba
�4 ,;
374
21
"BRIDGES AT SHADOW GLEN, PHASES 49, 5 AND 6"
373
372
371
370
369
BASIS OF BEARING
62.00' S89050'55"W 295.01'
(S89050'55*W)R2,R3
(62.00')R2
10.28' (52.00')R2
(44.00')R2
(62.00')R2
.- 35.73 �.
.- 41.72
52.00' �.
.- 44.00' ,. -
62.00'
�.
_ 43.00' _
_I
1�' 52.00' 'I
�-
I' __43.00'_ -1 1' __
52.00' __- I I'
.62.00'---- - I
84.72'* I
I I I
I I
1�7.00'
RWE
I
-� 2.50'
I
I 2.5 0-I
PSDE I I
I I
I
o
I
f o
1 ( ) I
f o I
I
o I
o
o
f o
f 0 1
0 1
6
177
to"
'1 178 t�1
179 LI
180 �1
181
�-
too
4,730 SF
5,720 SF
I 4,730 SF :4- I
5,720 SF I 6,820 SF
o
z
I
f o
l z
I 1
I � I
f Cl f
1 z 1
1 I I
� I
o f
z 1
I I
r
o
z
1
Z 1 XPUE I I 1 1 PUE I I AWE I I PUE I
I {DTL-10 i i i i DTL-10 i i DTL-10 i i DTL-10
I r ' 1 1----r r-L----- I_I I I -
39.09 52.00 43.00 52.00 62.00
N89'50'55"E 253.93'
0
I S89'50'55"W 3.91'*
SE DELTA DRIVE DBC, REW ■
0
0
0
' o
oLu oW
SE DELTA DRIVE PUBLIC
N89'50'55"E 253.93'
0
0
o
N89'50'55"E 253.93'
368
,.- 39.28'
43.00' I
I
16.12' I
RWE ,
I
I
O
�
I
182 1
3
4,726 SF I
I
O
I
5.83' i
I I
O
N
--- C812 --1
L=37.17'
Li
o .
o °- C28 M
_ �L_37.74' w
ul
C813 L=28.35' o
5.16'--\ M
REMAINDER
PARCEL 1
INST. 2021-58433
D I 42.00' 1 1 42.00' i i i i 42.00' I I 34.00' i i i i 42.00' i i i i 46.77' �- L=38.31, I
1 i i i LI I i I u I u l \C810 /
C811 L=72.67
A I I I I I PUE I I I I PUE I I PUE
o i o f o f o f i io nP 1 io (TYP)
O (TYP) ( o
1 i o f o f DTL-9 o f i o DTL-9 i o DTL-9 0
o' 1 I I I I TRACT 'E'
22 Z o 171 I 172 L I 173 L 1 174 I � 175 I � 176 � 7'812 SF
0 0 l o f p l I o l o o ►
1 7- 4,200 SF o, I 4,200 SF -, I 4,200 SF a, 1 3,400 SF I a, 4,200 SF I Q, 4,677 SF a, ► ► 00
I o f o f o f I o I o o ► \ 1�.
I b l b l b o l I I b b \
` \ � Q
? 1 I z I z Z � \\
I I I I I I I I I If 2.50 \ \\
► I I I I I I I I I � I I \ \
2.50 PSDE \
1 I I I I I I I I I I (TYP) 77\
.ALLEY 42.00, 1 1 1 81
I' 40.13' 1 42.00' 1 1 42.00' 1 1 34.00' 1 1 42.00' I I 46.77' 1 74.80'
10.00' N89'50'55"E 321.69' N89050'55"E QOO, 38.28' ` 10.00'
• "* - - " - - ALLEY (PUBLIC) - - - ,- - - -
S89 50 55 W 1.87 - 10.00 N89 50 55 E 321.69 321.69 �00• -
34.31 10.00'
_DBC, REW ■
N00'09'05"W 20.00'* �1
45.09' 1+ 36.32' ► 1 44.69' I I 44.52' I I 35.94' 1 1 44.31' 70.83' 1
► r 2.50 1 1 I I \ \ 1 1 I I I I
o ► 1 1 l l 1 1 1 I I \ \
EASTON, PHASE I•1 1 1 1 1 �1 PSDE I I I I \ \
► D ► ►► 1 1 2.50!"1 1 TYP) I I
� ; ►► 1 1 I I (
cDn Z► i i i �z i o 0 00 i i
cn p+ z 1 t o 0 1 N I I 0; ��' ► I
► o I I �: �= 1 1 I o Q P I I
�• w N+ 1 12 I I
w N I ► -v, o l 1 3
► t o cp 1 1 1170
6 9 1 �- ao ,
► Cl + `�" 166 i � 167 168 c' 1 3,917 SF I 4,744 SF � TRACT 'F' i ; o
1 165 ► ►� 5,149 SF 1 4,967 SF M 1 I r o o
1 4,329 SF �, r I ci 7,474 SF o
► 5,584 SF N3 i i t o �o j l o o
► o z, PUE
1 23 N► w i i �' 1 1 0 1 PUE 1 1Z DTL-10
O i i i i i PUE i i m 1 1 DTL-10I 1 10.00' L=31.00' I
DTL-10 1 1 1 1 C814_
+ XPAE i i i i i i - __ + i 1r-C806- �T I t-- C807 - ` - C809 L=67.24'
► ► _ 1 1 i L L C805,71 1 ' 1 1 I I L=42.00Is
► DTL 10 1 1 1 1 11-C804--- 1 1 I I I I L=34.00
' ► ►--C803--rt ,- 1 1 L=42.00
L-=42.00 -_ i L=34.00' 11 1 1 L=42.00 ,
1_ 1 C802 C800 L=254.98 C808 o p C5
1 -
C3 L=12.54'*
1 - -
SE CALD
ERA DRIVE
1
1
24
00• o
tr►
0 0
O o
o L=31.52'
0
dr
L=29.46'
S
E CALDERA DRIVE (PUBLIC)
----- -
_ _ - �'-
C27 L= 249.9S
_ -----
-DBC, REW ■ o
0-
I 1
158 1 1
156 157
I
SEE SHEET 07
- 1 I
_ I I_____ -----
11160 161
159 1 I
I 1
l
OO
00
ON
I I ;
1621;163 164
11
L=34.36'
0
0
W
0
v�
0
cn
N 89'50'55"E
3.01'
N00'09'05"W
20.00'
w
co
co
W
Lo
0
cn
L=35.72'
EASTONPHASE 2 SHEET 80F 12
A REPEAT OF A PORTION OF LOT 4 OF BLOCK 1 OF "RAINTREE", 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
MAY 71 2024
PLLD20200979
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C3
R4,R5,R7
2040.00'
(2040.00'
0'21'08"
0'21'08"
12.54'
12.54'
S81'27'34"W 12.54'
S81'27'34"W 12.54)
C4
2030.00'
0*58'11"
34.36'
N8816'57"E 34.36'
C5
2040.00
1'00'12"
35.72'
N8917'55"E 35.72'
C27
2000.00'
7'09'41
249.98'
N8512'58"E 249.82'
C28
2000.00'
1004'52"
37.74'
N8918'29"E 37.74'
C800
2040.00'
7109'41"
254.98'
N8512'58"E 254.82"
C801
2040.00'
0'49'39"
29.46'
N82002'57"E 29.46'
C802
2040.00'
110047"
42.00'
N81'52'23"E 42.00'
C803
2040.00'
0*57'17"
34.00'
N82'56250E 34.00'
LEGEND
SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
• 5/8" IR W/YPC INSCRIBED "AKS ENGR."; SET PER POST
MONUMENTATION NOTE (SEE SHEET 1)
■ 5/8" IR W/ALC INSCRIBED "AKS ENGR."; SET PER POST
MONUMENTATION NOTE (SEE SHEET 1)
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R4; HELD
0 FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER R4; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R3; HELD
FOUND 5/8" IR W/YPC INSCRIBED "DEVTECH"; PER R2; HELD
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C804
2040.00'
110'47"
42.00'
N84'00'28"E 42.00'
C805
2040.00'
110'47"
42.00'
N8511'14"E 42.00'
C806
2040.00'
0*57'18"
34.00'
N8615'17"E 34.00'
C807
2040.00'
110'46"
42.00'
N8719'19"E 42.00'
C808
2040.00'
0053'07"
31.52'
N88721'16"E 31.52'
C809
2040.00'
1053'19"
67.24'
N88'51'22"E 67.24'
C810
2030.00'
1'04'52"
38.31'
N8918'29"E 38.31'
C811
2030.00'
2003'03"
72.67'
N8804923"E 72.66'
C812
1970.00'
1004'52"
37.17'
N8918'29"E 37.17'
C813
2030.00'
0048'00"
28.35'
N89'26'55"E 28.35'
C814
2050.00'
:0*5V59"
31.00'
N88'20'42"E 31.00'
r..
FILED071614OZ4 y.colky-gs
SCHUM COUNTY SURVEYOR:
lh
V f
ILI
ABBREVIATIONS
*
RECORD AND MEASURED DATA PER R4,R5,R7
W/YPC
WITH A YELLOW PLASTIC CAP
W/AEC
WITH A 2-INCH ALUMINUM CAP
SCALE: 1"= 40 FEET
IR
IRON ROD
INST.
INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL RECORDS
"m
AWE
AVION WATER COMPANY EASEMENT
'a 0 6 20 40
PUE
PUBLIC UTILITY EASEMENT
XPUE
EXISTING PUBLIC UTILITY EASEMENT PER R4
PAE
PUBLIC ACCESS EASEMENT
XPAE
EXISTING PUBLIC ACCESS EASEMENT PER R4
RWE
PRIVATE RETAINING WALL EASEMENT
PSDE
PRIVATE STORM DRAINAGE EASEMENT
SF
SQUARE FEET
PREPARED FOR
DiL-#
SEE DETAIL, SHEET /
PAHLISCH HOMES
(TYP)
TYPICAL
210 SW WILSON AVE., SUITE 100
DBC
DESTROYED BY CONSTRUCTION
BEND, OR 97702
REW
RESET WITH
6/z6/' /Z azy
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 119 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 3 25
AkAft
C$2t3a7
o'
p w
o=:)
Lri
110.00'
I
I LOT LINE
110.00'
�
I
o �
ui CL
PUE (TYP)
DETAIL
1 "-10'
I
S89'56'22"W 3.00'-\ �-- 10.00'
/ PUE
107co
W I
ro p PUE
to CD
C r
r
w i N89'56'22"E
1 I - 13.00'
I
w
M p I
brw) - PUE
108 N
10.00'
I
S89 56 22" W 3.00'----', PUE
LOTS 107 & 108
PUE DETAIL
1 "-10'
I
I
S89'56'22"W 4.00' '
10.00'
PUE
92 I
M o PUE
or I r
z i N89'56'22"E
14.00
3 I
I
M c)
o i'----PUE
93 z
1,
10.00'
S89'56'22"W 4.00' I PUE
LOTS 92 & 93
PUE DETAIL
1 "-10'
v
132
J
N89'54'42"E 1.27'
3
N00'05'18"W
00
r
Q
i
3.00'
P,
---------
' b
�1
:o
Z
p
o w
SE SCOUT PLACE
N89054'42"E
I
I
I
13.00' i" 12.90'
�
I
I
I
I
I
I p
I Lq
I
I
I
p I „
Iam
I N
LO I�j
a� I
I w
N I N
I -co
I w
11)
I p
°O I ao
M I M
I o
o I o
1
I N
C 1 O
I
z I cn
-13.00' 13.00'-J
106 1
PSE PSE i 107
N89'56'22"E 3.00'
I
I
I
� I
L-�
------------J
-10.00' N89'56'22"E 13.00'
PSE
I
I
LOTS 106 & 107
PSE DETAIL
1 "-10'
S89'56'22"W 4.00'
�_ 10.00,
A-
PUE
89 I
I
°O o PUE
M
r IT
z i S89'56'22"W
14.00'
i,
� I
I
M pI
oLQ
~XPUE
90 Z ,
\I
10.00'
• " �� I PUE
S89 56 22 W 4.00 i
LOTS 89 & 90
PUE DETAIL
1 "-10'
133
134
N89'54'42"E 20.73' _.
--------------- -N00'05'18"W
3.00'
w
PUE
o p
w i
f
O r�
O O
O W
o--
p
pp
o0
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OIL
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O r
0
r
N89'54'42"E
SE SCOUT PLACE
LOTS 132 & 133
PUE DETAIL
1 "-10'
'EASTON PHASE I"
N89'56'22"E 78
- 10.00' 1.
I •�
I W
j p n
�10.00'-►i o 0
XPUE I r o
I cn
10.00'
N89'56'22"E
LOT 98
XPUE DETAIL
1 "-10'
V
I
M N89'56'22"E 3.00'
o (110.00
Z (L PUE
W 111 00 _
M colo i,..XPUE o
Z , i N89'56'22"E
.\V. 13.00'
II
� I
I
co o I
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r
112 z ,
f +� 10.00'
S89'56'22"W 3.00' PUE
LOTS 111 & 112
PUE DETAIL
1 "-10'
122
N 89'54'42"E
..� 11.02' _.
N00005'18"W F----- ----
3.00' I
-------- PUE
W
0
0 0
op
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SHEET 9 OF 12
EASTON, PHASE 2
A REPEAT OF A PORTION OF LOT 4 OF BLOCK 1 OF "RAINTREE", 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
W MAY 79 2024
e PLLD20200979
a
ca
M
c
L
o
117
118
pv
z
Lm
N00005'18"W 3.00'
-
N89054'42"E 21.38'
2-�.
F------
--------------
Q
N89'54'42"E 2.62'
I
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PUE
I''
W
1
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pw
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p0
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Or�jl
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123
N89'54'42"E
---10.98'
-O'05'18"E
PUE i�� --3.--__-_
f - -
p w
0
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r
N89'54'42"E
SE SCOUT PLACE
LOTS 122 & 123
PUE DETAIL
1 "-10'
ABBREVIATIONS
98 PUE PUBLIC UTILITY EASEMENT
XPUE EXISTING PUBLIC UTILITY EASEMENT PER R4
PSE PRIVATE STORM EASEMENT
AWE AVION WATER COMPANY EASEMENT
N89'56'22"E 9.00'
---� -T
V ^AWES 98
'Q 0 'r,co o
4 N89'5622"E i °O o
00
9.00' J cn
V o
00
WZ�A�;�ro
W 0 97
0
1 I C
N�S89056'22"W 9.00'
LOTS 97 & 98
AWE DETAIL
1 "-10'
"EASTON PHASE I"
TRACT 8 S89'56'22"W
10.00' -
wco
it
> > M oo I
TRACT I Q o ;--1o.00'
o v I XPUE
CD
10.00,
89 i S89'56'22"W
PUE
TRACT 'I'
XPUE DETAIL
1 "-10'
N89'54'42"E
SE SCOUT PLACE
LOTS 118 & 119
PUE DETAIL
1 "-10'
127
N89*54'42"E
- 11.02'
N00'05'18"W� ��----- ----
3.00' `i /
-------- -� PUE
op
p p
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77 N89'56'22"E V
10.00, 'Q
J
00
oo j��10.00'
oo PO
obi XPUE
1 I
o�
con
10.00'
99
Q
00 CA
N89'56'22"E
W
10.00'
o
i PUE
z
LOT 99
XPUE DETAIL
1 VV=l0
`J
N89054'42"E 0.62'
�SOO'05'118"E 3.00'
L-------------
p w 119
0
ci a
r
128
N89'54'42"E
10.98'
oe �PUE
---�'S00'05'18"E
i3.00'
�--T-------
o w
0
o CL
N89'54'42"E
SE SCOUT PLACE
LOTS 127 & 128
PUE DETAIL
1 "-10'
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVE., SUITE 100
BEND, OR 97702
I
I
N89'56'22"E 3.00' i ,
PU
A- E
I
TRACT 'H'
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M
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Z , N89'56'22"E
.�.. 13.00'
!I
� I
I
1
'KMjoI
o '--PUE
103 Z ,
10.00' 1
S89'56'22"W 3.00' i PUE
I
LOT 103 & TRACT 'H'
PUE DETAIL
1 "-10'
V
M
M
0
o
�p
z rz
m
co
` m
115 d m
N7511'44"E PSE
3.52' '1� m
N14048'16"W-N�
9.89\_,,,PUE Z
S89056'22"W rn
14.13'
TRACT Y
LOT 115
PUE DETAIL
1 "-10'
ILI
DESCH!lM COUM- SURVEYOR
��a�/01lzoz4 BY** cc�.
6/z 49�z 6 2-
REGISTERED
PROFESSIONAL JOB NAME: EASTON, PHASE 2
LAND SURVEYOR
JOB NUMBER: 7326
OREGON DRAWN BY: TDH JAC
MAY 11, 2021
JACOB ALLEN CARSON CHECKED BY JAC
94570PLS
RENEWS: 12 31 25 DRAWING N0.:7326 PLAT PI-12
AKS ENGINEERING &FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
CS 21341
137
N89'54'42"E
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12.36'
,.
F=-
S00005'18"E i
-- ---
PUE
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5.67'
Lo
0
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oa
r
O
0
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t
N89'54'42"E
138
12.31'
1.
��--
PUE
, ,�S00 0518 E
I 5.67'
o ,_L,
0 =�
oa-
r
N 89'54'42"E
SE SCOUT PLACE
LOTS 137 & 138
PUE DETAIL
�
1 =10
R PLACE ,
E pENVE C1005 L=5.00
C1004 L=5.00 1
1 Z
1OOP-
1
PUE
_-
PUE 1 N78033'18"E
N78'33'18"E 4.87'
144 5.13' 145
LOTS 144 & 145
PUE DETAIL
1 "=10'
LAVER PACE
SE DE L��C1000 L=5.00'- ,-
� 1 0
p,
rn1
o cr 1
00 ►� Ln
o in c N
001
o
00 1 r�
r
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PUE---"
N83 08 58 E
-
N83 08 58 E
3.82'
6.18'
141
142
LOTS 141 & 142
PUE DETAIL
1 "-10'
147 N83.42'30"E
12.31
__--
N0617'30"W -- --
j
2.93'� PUE
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s
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o
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SE CALDERA DRIVE
0
m o
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3.64' N87 23 28 E
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PUE
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-----
;- �- �•��NO2
36 32 W
` N87'23
28 E
3.63'
12.06' 163
LOTS 162 & 163
PUE DETAIL
1 " 10'
014 165 -
23 C1------
� -- L-12•60 -�
Q Cl 'o
Z i GOCc b
00
0
"
RA DRIVE
SE CALpE
LOT 165
XPAE DETAIL
1 "-10'
N83'42'30"E 148
=---- I 2.93' -___-
PUE--
o `''
o a-
SE DENVER PLACE
LOTS 147 & 148
PUE DETAIL
1 "=10'
N85'46'38"E
5.00'
N85'46'38"E
5.00'
- ;
PUE
\ PUE
I
169
168
c'
rn
O
I N O
I- O
N O I
o t r r
I
I ui
�--
j o
Sri o
orj z
Iz
z ,
C1008 L=5.00' _`-C1009 L=5.00'
SE CALDERA DRIVE
LOTS 168 & 169
PUE DETAIL
1 "-10'
ABBREVIATIONS
AWE
AVION WATER COMPANY EASEMENT
PUE
PUBLIC UTILITY EASEMENT
XPUE
EXISTING PUBLIC UTILITY EASEMENT PER R4
PAE
PUBLIC ACCESS EASEMENT
XPAE
EXISTING PUBLIC ACCESS EASEMENT PER R4
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1000
1030.00'
016'41"
5.00'
N8317'18"E 5.00'
C1001
1030.00'
016'41"
5.00'
N83'00'37"E 5.00'
C1002
1030.00'
016'41"
5.00'
N79056'27"E 5.00'
C1003
1030.00'
016'41"
5.00'
N79'39'45"E 5.00'
C1004
970.00'
017'43"
5.00'
N78'24'26"E 5.00'
C1005
970.00'
017'43"
5.00'
N78'42'09"E 5.00'
C1006
2040.00'
0'08'26"
5.00'
N83'20'51"E 5.00'
C1007
2040.00'
0'08'25"
5.00'
1 N83'29'17"E 5.00'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1008
2040.00'
0'08'26"
5.00'
N85'42'25"E 5.00'
C1009
2040.00'
0'08'26"
5.00'
N85'50'51 "E 5.00'
C1010
2090.60'
0008'13"
5.00'
N86043'56"E 5.00'
C1011
1535.86'
011'11"
5.00'
N86'43'56"E 5.00'
C1012
970.00'
0043'46"
12.35'
N87'08'56"E 12.35'
C1013
1960.00'
0'21'30"
12.26'
N81'48'53"E 12.26'
C1014
2050.00'
0'21'08"
12.60'
N81'27'34"E 12.60'
R PLACE
J�
E DE NVE C1003 L=5.0(
C1002 L=5.00'
1
�� PUE
PUE N79'48'06"E
N79'48'06"E 4.65'
143 5.35' 144
LOTS 143 & 144
PUE DETAIL
1 "-10'
"
151
N10'37'26"W
PUE
3.04'�~
C"
In r
O r
o a
0
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o
,
SHEET 10 OF 12
EASTON, PHASE 2
A REPEAT OF A PORTION OF LOT 4 OF BLOCK 1 OF "RAINTREE", 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
MAY 79 2024
PLLD20200979
N79,2T34"E 152 "
N10 37 26 W
-�' 3.04'
PUE ---
o�
O �
PACE
DENVER
SE
LOTS 151 & 152
PUE DETAIL
1 "=10'
N86'39'45"E
5.00'
N86'48'06'E
5.00'
PUE i
T' PUE
C3: 70
169� i�
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C1010 L=5.00'�* ��C1011 L=5.00'
SE CALDERA DRIVE
LOTS 169 & 170
PUE DETAIL
1 "=10'
N89'50'55"E
179
--7.25' _.
�
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AWE i
w
I
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I AWE
I
IA
j o 0
0
I o0
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i
k, i 7.15' 1. 7.35' ,;/
N89'50'55"E
SE DELTA DRIVE
LOTS 179 & 180
AWE DETAIL
1 "-10'
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVE., SUITE 100
BEND, OR 97702
SE CALDERA DRIVE
W
o a
oW LoLo
p= �,,
0 0 ___--
r O r _---
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PUE ,�_ "
NO6'29 00 W
3.63'
N06'29'00"W��� _ ---- 10.08 , - 12.92
3.63' N83'31'00"E 158
157 N83'3100E
LOTS 157 & 158
PUE DETAIL
1 "-10'
178 N89'50'55"E
11.08
_.
N00009'05"W ---
3.00'�
---
/
--------T--J PUE
In
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N89050'55"E 179
10.92' _.
c------ Y
�N00'09'05"W
I
PUE 3.00'_----
O w
O
O a-
r
SE DELTA DRIVE
LOTS 178 & 179
PUE DETAIL
1 "-10'
N89'55'01 "E 146
59 12.34'
W ^ XPUE i __-- ---
;l I Ln l
iM Opt c0�
I �
O Cl I N o a.
QC)
C1012 /
,L=12.35
SE DENVER PLACE
LOT 146
XPUE DETAIL
1 "-10'
N
�DERA DRIV
SE CA
_ C1013 'l i
M
,
L-12.26 zp i1
0 =
M
ap 1
O O-
Lo
j `
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3
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XPUE r-
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N813411 \. i
156
Z
24
LOT 156
XPUE DETAIL
1 "-10'
6/z6/2ozy
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 119 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 25
N83'25'04"E
N83'25'04"E 5.00'
5.00'�__ _ � PUE
;1167
PUE�i o i )
166 � w
o � Ij to C" 1 rn
o �' 1 rn g
1 �
\ ,I
\1
C1007 L=5.00'
i006 L=5.00' RDERA DRIVE
SE CA
LOTS 166 & 167
PUE DETAIL
1 "=10'
180 N89'50'55"E
1.08
_.
N00'09'05"W ' _
3.00'�
-
%
------- --J PUE
W
Loo
o
o w
�. o
o `�
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O r
r
Z
N89'50'55"E
_ 10.92' _.181
G--------- ��3.00N00*09'05"W
PUE--f
--------
b w
0
oa
r
SE DELTA DRIVE
LOTS 180 & 181
PUE DETAIL
1 "=10'
N89050'55"E
--1--
-- 177
11
I
1
� t
T--
to I
Ow
po, 1
ui a
o Sri I
r x
r I C)o w
o I o
Z I oa
r
I
SE DELTA DRIVE
LOT 177
XPUE DETAIL
1
z
0
SE ARCHER DRIVE TRACT K'
C1116 L=37.11'
S85'30104$'E 14.66'
� n
N04 29 56 E
:11*�-N04736'41"E2.12'
I
E 1 8.00'
C1117 L=8.48'
1 �
W
I
TRACT V
I �
I �
I ;-
I Cl
I o
'Z
I
N
r- �
1
10.00'-� S89'44'46"E
PUE i 2.96'
1
I
TRACT 'L'
PUE DETAIL
1 "-10'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1100
105.00'
20'35'46"
37.74'
S79'45'45"E 37.54'
C1101
35.00'
46'21'45"
28.32'
N87721'16"E 27.55'
C1102
55.00'
25'45'59"
24.73'
N77'03'22"E 24.53'
C1103
95.00'
20'35'46"
34.15'
S79'45'45"E 33.97'
C1104
45.00'
46�1'45"
36.41'
N87'21'16"E 35.43'
C1105
45.00'
25'45'59"
20.24'
N77'03'22"E 20.07'
C1106
45.00'
18'11'41
14.29'
N80'S0'32"E 14.23'
C1107
105.00'
31000'44"
56.83'
N8715'03"E 56.14'
C1108
95.00'
12944'55"
21.14'
S83'37'03"E 21.09'
1.05'
89956'22"E 13.63'
SHEET 11 OF 12
EASTON, PHASE 2
A REPEAT OF A PORTION OF LOT 4 OF BLOCK 1 OF "RAINTREE", 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
MAY 7, 2024
ABBREVIATIONS �n`SCHUTESCOUNTY 8URVEYOR PLLD20200979
PUE PUBLIC UTILITY EASEMENT"re� iEpoti o� wz gy;Collins
PUBLICPAE ACCESS EASEMENT
TSE lF].IPptI.RY PI1BIlt SEVER EASEMENT
TAWE TEMPORARY ANON WATER COMPANY EASEMENT
TAE TEMPORARY PUBLIC TURNAROUND ACCESS EASEMENT
TSDSSE TEMPORARY STORM DRAINAGE AND SANITARY SEVER EASEMENT
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1109
55.00'
18'11'41"
17.47'
N80'50'32"E 17.39'
C1110
95.00'
31'00'44"
51.42'
N87'15'03"E 50.79'
C1111
105.00'
1204455"
23.36'
S83'37'03"E 23.31'
C1112
470.00'
1109'24"
9.49'
N13'58'50"W 9.49'
C1113
530.00'
1'20'03"
12.34'
N13'33'28"W 12.34'
C1114
530.00'
634'49"
60.87'
N0936'01 "W 60.84'
C1115
1530.00'
0'50'54"
22.65'
S85-48'46"E 22.65'
C1116
1530.00'
1'23'23"
37.11'
S85032'32"E 37.11'
C1117
1540.00'
O'18'56"
8.48'
S85031'43"E 8.48'
mo
Iz
' W
SE DECKER PLACE
4.00'
w
16.00'
I
I
N89'56'22"E 20.00'
' I
I
w I
I
00
po Lq I
20.00'
I00-
M o ----
10
TSE
_
� o10 �
o
V) I
I
--------------------J
N89"56'22"E 20.00'
Z TRACT 'K '
TRACT 'K'
TSE DETAIL
1 "=10' z
Q
W
--------------- C1100 L `=24 73 _-------
Lij
Q
0 CD o
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$o co Lu
o-N89*56'22"E 13.63'--------- `� `------------'C1101- ,o'o = 0.24' ____ o �I
-Wfto ____ C1103 L_ 34.15 TRACT G -oo �1105 �? __-- o v
- Q
W
Lo
uj rn rn
L=56.83'
EASEMENT NOTES
El AVION WATER LINE EASEMENT, PER VOLUME 260, PAGE 482,
DESCHUTES COUNTY DEED RECORDS.
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVE., SUITE 100
BEND, OR 97702
95 TRACT'G'
PAE�DETAIL
1 =10
i1lN
Ln
S89 59 30 E 10.91 0
C110
� � -_ C1106 1- _.-
W o _o W o M o
__ ------ � Q � n
�I o b �` - C1110-L=51.42'------__- o a o f
Q__ o c
Z o ,- -- 1 Z
_ rt
TRACT H C1111 L=23.36' Q
C1109 �=1�'47 S89'S9'30"E 10.92' o
m
ui
2.50'
103 TRACT 'H'
PAE DETAIL
1 "=10'
mm
I
I
I
I
. i
I
I
I
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I
1
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8.00'
TSDSSE I
i
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1
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r
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1
TRACT 'K'
I
I
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i
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N85'30104"W
�• __ 14.62'
11
I
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I
t
1 !n o0
1 rn co
or-z
I z
I
1
I
Cl 115 L=22.65' /
TRACT V TRAC T 'K'
TSDSSE DETAIL
1 "-10'
115 SE LEDGER LANE
I
S89'56'22"W 89.12' '
I
I
I
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I
coAI
�
TRACT 'K'
I
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d-
TRACT 'K'
Z I TAE
TAE DETAIL
I
11
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L--------------1-
1
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-30------------
S89'S4'49"W 99.18'
N89'44'46"W
10.00' _.
m
1
w
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U
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10.00'
Q
115 cn
PUE
Of
m
w j w
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CD �-o
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S89'S6'22"W Z
C) o`er'
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14.13' �.
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TRACT
2 PUE
I N89'44'46"W
I ,
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cps 1
i .. 10.00
SE EASTON PLACE TRACT 'L'
�•- N� ' '
TRACT K
PUE DETAIL
1353�
1 "=10'
TRACT 'K'
PUE DETAIL
1 "=10'
N
m
N89'56'30"E TRACT V
rn ._ 7.84'
_.
m
1
1
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m
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TRACT'J'
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1 "-10'
6/28120zy
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 119 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 25
4.89'
30"W
SE DECKER PLA CE
16.00'
z
' W
w
4.00'
N89'5622"E 20.00'
w I
1
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20.00'
TAWE
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N89'56'22"E
I Z
120.00'
I
v---------------------•1
TRACT 'K'
TRACT 'K'
TAW E DETAIL
1 "=10'
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CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C603
230.00'
8'57'36"
35.97'
N85'25'54"E 35.93'
C1200
230.00'
9042'29"
38.97'
N76005'51 "E 38.92'
C1201
230.00'
115'48-
5.07'
N8019'12"E 5.07'
C1202
45.00'
28003'50"
22.04'
S12055'54"W 21.82'
C1203
55.00'
59042'48"
57.32'
S0253'35"E 54.76'
C1204
45.00'
32035'55"
25.60'
S16'27'02"E 25.26'
C1205
55.00'
28003'45"
26.94'
S12'55'56"W 26.67'
C1206
45.00'
59'42'48"
46.90'
S02'53'35"E 44.80'
C1207
55.00'
32'35'55"
31.29'
S16027'02"E 30.87'
C1208
55.00'
25'50'31"
24.81'
S13'04'21 "E 24.60'
C1209
45.00'
46'52'53"
36.82'
S02'33'09"E 35.80'
C1210
105.00'
19'43'21"
36.14'
S11001'37"W 35.97'
C1211
45.00'
25'50'31"
20.30'
S13'04'21 "E 20.12'
C1212
55.00'
4652'53"
45.00'
S02033'09"E 43.76'
C1213
95.00'
19'29'09"
32.31'
Sl1008'43"W 32.15'
C1214
530.00'
1'06'23"
1 10.23'
N12'20'15"W 10.23'
EASEMENT NOTES
E2 WATER LINE EASEMENT, PER VOLUME 301, PAGE 505,
DESCHUTES COUNTY DEED RECORDS.
E3 WATER LINE EASEMENT, PER VOLUME 347, PAGE 413,
DESCHUTES COUNTY DEED RECORDS.
ABBREVIATIONS,
PAE PUBLIC ACCESS EASEMENT
RWE PRIVATE RETAINING WALL EASEMENT
PSE PRIVATE STORM EASEMENT
ALLEY
S00 09 05 E I I_ S00 09 05 E
3.19 01 M 3.19'
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PAE DETAIL
1 "-30'
EASTON PHASE 2 SKIT 120F12
A REPEAT OF A PORTION OF LOT 4 OF BLOCK 1 OF "RAINTREE", 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
MAY 79 2024
PLLD20200979
SE LEDGER
LANE N89'56'22E
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1 "-10'
----------
�E�ESCHU�ESCOUNT
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6/Z6/ZoZy
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 119 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 12 31 25
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PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVE., SUITE 100
BEND, OR 97702
aw
ow
CS 2 13 4 7