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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: ?aux 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 0 N cn 21 176- it N89'56'22"E 40.00' INITIAL POINT SW CORNER TRACT 'B' 10.00' DBC; NRS (10.00')R13 30.00' i 50' 40' I FOUND 5/8" IR W/YPC INSCRIBED "R.P.S. NO. 920"; PER R1, (STA: 43+21.21 39.96 RT)R11; DBC; NRS I I 50. o- N_ Of � I 00 M O Nj o oo zI o: I N ro 0 o I 0 Z� �I cV I N 0 o L- 27-I M C co 00 M 0C) o 0o I c� Z � M 50' 40' 1 o r wLO Lo LO V LO J SECTION CORNER I FOUND 3-1 /4" ALC IN MONUMENT WELL, MARKED AS SHOWN; 16 15 PER OCRR 2025 - 21 22 �f TO U Q f `-J Q Q EASTON COMMERCIAL N89"56922"E 60.00' N00'03'38"W 14.50' N89'56'22"E 110.00, .,. 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 pnasE macr 'r SEE s SHEET 4 PLLD20220219 � anacci , (xes 'ai"c iz�e.<o')R�Fl(n�ssrorE isle.+r)ree 8.46'(S89'5492"E 12I9.46')Ri3.Ri3 (N89'56'04'E 12I841')R1,R6 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 � O) 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 �- o�rF- 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 CIR� W I ^ Q Y�Wd� Z o W Z W U p w cc oW cnLu F- m V as � a Qa z � p Z z - . W (� > z c z co a 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 F-- W I W OC H cl), T I W cn 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 O Lo 00 oi N CO o 00LcS n T 0 Cl z 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 H H TT Lu cn 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 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 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�` v J o 1 y� - o PUE S00'03'38E 3.67' 10.00' PUE " - , - S05'19 35 W 3.62 - _ o _ n uj _ �-- 0 Lo N - I C104 L=46. 89 O O '.'� o `CI co 56'22"W 23.00' 38"W 3.67' PUE 6.46 ACRES f N84'40'25"W 23.00' 10 00� - C501 L=11 . - _ 2 46' `� o a' o Lo vQj N05'19'35"E 3.62' PUE _ _ z I Lo 30' 1 30' a ON A 9, awo 1199 to] Z 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 -%1 cm SEE SHEET 6 I I SSE DTL - (SHEET 8) I I I 10.00'- ROW DED l I 10.00' PUE I 50.00' I rn po W M 31: W06 ~ I o o 0 I Z T w I I 00 � 1�40.00' M po Cl 0 of z I 10.00' I ROW DED I AWE DTL (SHEET 8) I O I co Ir) I 1 I N3213'04"W 6.77' Lo I J I PUE DTL I r (SHEET 8) �I �I N r wI n , -co n I o I o C)I `" I I PSE DTL I I I (SHEET 8) I I I PAE DTL I I I I (SHEET 8) I JI , PUE DTL I (SHEET 8) I PAE DTL �-H (SHEET 8) I I I V) I PSE DTL to II (SHEET 8) 04 I w I PAE DTL C) I (SHEET 8) I I I 30.00' 0 M 0 co n he k SEE SHEET 5 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 I -H 10.00' PUE I j V) `` Cl n I 0 00 w U w I m � Q oo N N W 0o in Lo - O 00 O o CDN N co 3: N co M I r� 0 o I C)o C) z I ROW DED IWIDTH VARIES 1 C601 L=3.13' C� s� N 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 co Lo v w I SHEET 6 OF 8 -6 TCo cQ z C9 L=14.46' 30, 30' w j S0015'14"W m 'co21.38 a �J 6 CESCHUTES COUNT, Y SURVEYOR I'Do. �� ZvZ3 O O a ul ► U o cn 41 30' 30' _ N N N Lo r 0 O z J m W V Q a O J O a Q W 30' I 30' u co I ro O 6 u-i Lo 0 cn 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 _ u N c w 0 E6 M 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 O co cD N Lo O 0 z w w 0 0 0 3 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 O CD cD N W f. Lf7 C) 0 z 5 1.45 ACRES f 237.46' w 0- - 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 cn 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° � 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 N w A 0 0 z 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 co r7 N89'44'46"W 1218.05' i - 237.46' - - - - - , 30 15' 204.46' S0015'14"W 3.67'� i PUE S89'44'46"E 23.00' I I 10.00'- PUE co J I co N I � Lu N z co 3: co d- I Q O 6 Ico �J Lo r N � C)1.45 ACRES t b W N I o ♦R V) V p � J I j I v♦ CSE DTL PAE DTL I (THIS SHEET) w (THIS SHEET) I 0 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. C" � M c r O cn 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 o 15.00' 101 ;00'00'29"W 3.67' I 1o.00' ---I PUE I 2 2I Lo �I 0 -N89'59'31 "W 23.00' 10.00, I -N00'00'29"E 3.67' 2.67' N89'59'31 "W _\ I S89'44'46"E 28 64' 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 o� LLJ V 0 LLJ ..J W / o 00 W 5.79 Z C702 L=0.90 o cry Q J `� o,• LLj Im co W o PAE Z W �.I W cn 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' �I Lo mol w r EMI ¢ r o of I I N CO 1.17 N I co M ro p I 0 0 C802 L=2 5.35'� Z 9.00' PAE ■ C801 L=26.75' C800 L=8.06' N00003'38"W 10.76'Lu / I H W E'-^ °° n V♦ ro" o m 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 r CD 0 W z � cn30.00' 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' W W cc I- cn m Lo T W cn F- a I P I I Lo I MI 4-- Co Lo w � 00 1 N M M of 0 0 N89056'22"E 9.00' 3 I I I I I IT ro �i- 30.00' w 00 r) ro 0 CD 0 1 SE EASTON PLACE TRACT 'B' PSE DETAILS SCALE: 1 "= 50' W MW 1.� Lo W cn SE ARCHER DRIVE S8956'22"W 7.61' 30.00' r TRACT 'B' SSE o i� N �<v /,,cv w 00 ro ff) co ^� ry co M o o 0 0 ��/_ 0 0 /� TRACT 'B' SSE DETAILS SCALE: 1 "= 20' 4 N 89'59' 31 "W 23.00' S00'00'29"W 3.67'--,,,,, ------ J--------438.40'---TRACT'D'---------- 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 o w U S89'59'31 "E 73.80' r 73.80' N89'59'31 "W KNOTT ROAD SOO*00'29"W 11.00' W W OC V Lo T W 5 00'00'29"E 3.67' 10.00' PUE N89'59'31 "W SE ARCHER DRIVE 00 M 0 0 0 Z 20.0oil - - - - - 1 o (q -o 0 C 0 Ire mo N89'56'22"E 6.25' '38"E 28.75' I S89'56'22"W 6.25' Iw Im I a _00 M I 0 0 0 I Q, z co I �t r -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 RUSp eD n zozs By"ab