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HomeMy WebLinkAboutSurvey 21203GATEWAY NORTH Deschutes County Official ReOp�a ,��scHurEscoutsrvsurveroa 2023-28738 �r;LEpIzoLza�aY:can,,�S PLLD20220693 IIIIIII�IIIINIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII LOCATED IN THE NE1/4 8. NW1/4 8. SEi/4 OF THE NE1/4 OF SECTION 17, =s000s„oo�,0�„000�oo 11�+71=0=310:44aM TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN 51800 CITY OF BEND, DESCHUTES COUNTY, OREGON LAND SURVEYOR'S CERTIFICATE 1, BRIAN D., GILLOOLY, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, BEING FIRST DULY SWORN, HEREBY CERTIFY THAT THIS SURVEY WAS PERFORMED BY ME, OR UNDER MY SUPERVISION, IN COMPLIANCE WITH O.R.S. CHAPTER 92 AND THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH LEGAL MONUMENTS THE LAND REPRESENTED ON THIS SUBDIVISION PLAT, LOCATED IN • THE NE1/4 AND THE NW/14 AND THE SE1/4 OF THE NE1/4 OF SECTION 17, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, AND THAT A FOUND MONUMENT IN CASE, A 3-1/4" BRASS DISK EXISTS AT THE "INITIAL POINT" BEING THE NORTHEAST CORNER OF SECTION 17, AND THE PROPERTY BEING PLATTED IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF THE NORTHEAST QUARTER LYING EASTERLY OF THE BEND -SISTERS HIGHWAY, OF SECTION 17, TOWNSHIP 17 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE "INITIAL POINT', BEING A CASED 3-1/4 INCH BRASS DISK THE NORTHEAST CORNER OF SAID SECTION 17; THENCE SOUTH 00°01'32" EAST, ALONG THE EAST LINE OF SAID SECTION 17, 2011.28 FEET TO THE NORTHERLY LINE OF I ROBAL ROAD AS DESCRIBED IN WARRANTY DEED TO THE STATE OF OREGON RECORDED JULY 12, 1999 IN VOLUME 1999, PAGE 34161; THENCE NORTH 80*20'11" WEST, 227.15 FEET ALONG SAID NORTHERLY LINE; THENCE NORTH 68°14'30" WEST, 71.59 FEET ALONG SAID NORTHERLY LINE; THENCE NORTH 74441'31" WEST, 172.84 FEET ALONG THE NORTHERLY LINE OF ROBAL ROAD AS DESCRIBED IN IN DONATION DEED TO THE STATE OF OREGON RECORDED JUNE 6, 2022 AS INSTRUMENT NO. 2022-22606 AND RE -RECORDED NOVEMBER 0 2, 2022 AS INSTRUMENT NO. 2022-39538; THENCE NORTH 78°48'53" WEST, 236.23 FEET ALONG SAID NORTHERLY LINE; m THENCE NORTH 53°40'44" WEST, 120.56 FEET ALONG SAID NORTHERLY LINE TO THE NORTHEASTERLY LINE OF THE BEND-MCKENZIE HIGHWAY (200 FEET WIDE) AS DESCRIBED IN WARRANTY DEED TO THE STATE OF OREGON RECORDED MAY 15, 1951 IN VOLUME 97, PAGE 281; r THENCE NORTH 25'00'56" WEST, 1,865.88 FEET ALONG SAID NORTHEASTERLY LINE TO THE SOUTHERLY LINE OF COOLEY ROAD ii AS DESCRIBED IN IN DONATION DEED TO THE STATE OF OREGON RECORDED JUNE 6, 2022 AS INSTRUMENT NO. 2022-22606 77 AND RE -RECORDED NOVEMBER 2, 2022 AS INSTRUMENT NO. 2022-39538; THENCE NORTH 87°59'20" EAST, 465.78 FEET ALONG SAID SOUTHERLY LINE; THENCE NORTH 70°49'47" EAST, 153.02 FEET ALONG SAID SOUTHERLY LINE; THENCE NORTH 05°04'45" WEST, 21.79 FEET ALONG SAID SOUTHERLY LINE TO THE SOUTHERLY LINE OF COOLEY ROAD AS n DESCRIBED IN DESCHUTES COUNTY COURT RESOLUTION DATED JANUARY 4, 1922; c THENCE NORTH 89°35'48" EAST, 163.69 FEET ALONG SAID SOUTHERLY LINE; ►-�; THENCE NORTH 60°5648" EAST, 6.83 FEET ALONG SAID SOUTHERLY LINE TO THE NORTH LINE OF SAID NORTHEAST QUARTER; THENCE NORTH 89059'24" EAST, 796.36 FEET ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. 0 N 00 r E 0 v v 0 0 PLAT INDEX SHEET 1: DECLARATION, SURVEYOR'S CERTIFICATE, NARRATIVE & NOTES o SHEET 2: SIGNATURES SHEET 3: EASEMENT NOTES 0 SHEET 4: SECTION MAP & EXISTING EASEMENTS 0 a Ln SHEET 5: EXISTING EASEMENT DIMENSIONS - NORTH HALF N SHEET 6: EXISTING EASEMENT DIMENSIONS - SOUTH HALF Cn Q SHEET 7: SITE CONTROL - NORTH HALF > SHEET 8: SITE CONTROL - SOUTH HALF D SHEET 7: EXISTING MONUMENTATION, NEW LOT LINES, DIMENSIONS & AREAS - NORTH HALF Ln r- SHEET 8: EXISTING MONUMENTATION, NEW LOT LINES, DIMENSIONS & AREAS - SOUTH HALF o SHEET 9: LINE & CURVE TABLES, NEW MONUMENT DETAILS 0 SHEET 10: PUBLIC UTILITY EASEMENT (PUE) DIMENSIONS & DETAILS av COOLEY RD ROBAL RD � Of Q co o _; W af YEOMAN c� EMPIRE BLVD BEND, OR VICINITY MAP (N.T.S.) TWP. 17S. R.12E INDEXING INFORMATION N.T.S. SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, LYING EASTERLY OF THE BEND/SISTERS HIGHWAY AS DESCRIBED IN BARGAIN AND SALE DEED 89-30775, LYING SOUTH OF COOLEY ROAD AND NORTH OF ROBAL ROAD. THE NORTH LINE WAS ESTABLISHED BY HOLDING THE NORTH LINE OF SAID SECTION 17 BETWEEN THE. FOUND 3-1/4 INCH SURFACE ALUMINUM DISK AT THE NORTH QUARTER CORNER OF 'SAID SECTION 17 AND FOUND 3-1/4 INCH SURFACE ALUMINUM DISK AT THE NORTHEAST CORNER OF SAID SECTION 17, EXCEPT THAT PORTION DESCRIBED IN DESCHUTES COUNTY COMMISSIONERS JOURNAL 1, PAGE 416 AND EXCEPT THAT PORTION DESCRIBED IN DEED 2022-22606 AND RE -RECORDED IN DEED 2022-39538. COOLEY ROAD WAS ESTABLISHED BY HOLDING FOUND MONUMENTATION ALONG THE NORTH RIGHT OF WAY AND THE NORTH CORNER OF SECTION 17 AS SHOWN ON C.S. 20962 AND C.S. 21000. THE EAST LINE WAS ESTABLISHED BY HOLDING THE EAST LINE OF SAID SECTION 17 BETWEEN THE FOUND 3-1/4 INCH SURFACE ALUMINUM DISK AT THE NORTH QUARTER CORNER OF SAID SECTION 17 AND A 3-1/4 INCH CASED BRASS DISK (STAMPED "DESCHUTES COUNTY SURVEYOR'S OFFICE") BEING THE EAST QUARTER CORNER OF SAID SECTION 17. THE SOUTH LINE WAS ESTABLISHED BY HOLDING THE FOUND 5/8" REBAR AND CAPS (STAMPED "ODOT ROW") REPRESENTING THE NORTH LINE OF THAT PORTION CONVEYED FOR ROBAL ROAD BY DEED 1999-34161 AS SHOWN ON C.S 14588, EXCEPT THAT PORTION CONVEYED FOR ROBAL ROAD BY DEED 2022-22606 AND RE -RECORDED AS 2022-39538. THE MONUMENTED LOCATION OF THE ALIGNMENT AS DESCRIBED IN DEED 1999-34161 WAS HELD FOR ROBAL ROAD TO CALCULATE THE LOCATION OF THAT PORTION DEEDED IN 2022-39538 AND RE -RECORDED 2022-39538. THE WEST LINE WAS ESTABLISHED BY HOLDING 1-1/2" ALUMINUM CAP MONUMENTS (STAMPED "DEPT. OF TRANSPORTATION OREGON" SET ALONG THE EAST MARGIN OF MCKENZIE - BEND HIGHWAY AT HIGHWAY STATIONS 213+00, 221 +00 AND 229+00 AS SHOWN ON C.S. 12250. DECLARATION AND DEDICATIONS RAYMOND G. GUMPERT, JR., AS TRUSTEE OF THE RAYMOND G. GUMPERT JR. REVOCABLE TRUST U/T/A DATED JUNE 11, 2020; VERSATILE INVESTMENTS, LLC, AN OREGON LIMITED LIABILITY COMPANY; AMY E. LUM; AND GUMPERT FAMILY LIMITED PARTNERSHIP, OWNERS OF THE LANDS SHOWN ON THIS PLAT AND MORE PARTICULARLY DESCRIBED IN THE SURVEYOR'S CERTIFICATE SHOWN HEREON, HAS CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DECLARES THIS PLAT OF "GATEWAY NORTH" TO BE PREPARED AND PROPERTY SUBDIVIDED IN ACCORDANCE WITH O.R.S. CHAPTER 92, HAVE CONSENTED TO SAID PLAT, AS LOCATED IN THE NORTHEAST QUARTER AND THE NORTHWEST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON. AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) SHOWN HEREON ON `��-`�*4= , OF THIS PLAT, AS EASEMENT AREAS FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCE. 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 SUBDIVISION 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, TRErmS 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 THE RIGHT-OF-WAYS OF "N.W. HENRY AVE." AND "N.W. DECLAN ST." TOGETHER WITH THAT PORTION ALONG THE NORTH PROPERTY LINE ABUTTING "COOLEY ROAD", "N.W. COSTCQ DR.", AND ALONG THE SOUTH LINE ALONG ROBAL LANE ALL AS SHOWN ONSiff--5 OF THIS PLAT; St1 6 CTS? (SEE SHEET 2 FOR DECLARATION SIGNATURES) REGISTERED r PROFESSIONAL AND SURVEYOR OREGON JANUARY 12, 2016 BRIAN D. GILLOOLY 84457PLS EXPIRES: JUNE 30, 2025 'IS JOB NO. 17253 SHEET 1 OF 10 Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.c©m SV w ILL_ GS21Zo3 ESCHUTEBCOUNTY$UFVEYOR --- DLED �zolzo DECLARATION SIGNATURES BY: — — —-_ _ - — -----------__ RAYMO D G. GUMPE , J ., TRUSTEE OF THE RAYMOND G. GUMPERT, JR. REVOCABLE TRUST U/T/A DATED JUNE 11, 2020 BY: --A�_W�T� VERSATILE,LLC --- AN OREGON LIMITED LIABILITY COMPANY Y: —--------- AMY E. LU M GATEWAY NORTH PLLD20220693 LOCATED IN THE NE1/4 8 NW1/4 8. SE1/4 OF THE NEI/4 OF SECTION 17, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN CITY OF BEND, DESCHUTES COUNTY, OREGON POST-MONUMENTATION I, BRIAN D. GILLOOLY, DO HEREBY CERTIFY THAT IN ACCORDANCE WITH ORS 92.070(2), DATE: �l POST-MONUMENTATION OF THE REMAINING INTERIOR CORNERS AND CENTERLINE MONUMENTS WILL BE COMPLETED WITHIN 180 DAYS OF THE COMPLETION OF STREET AND UTILITY IMPROVEMENTS ASSOCIATED WITH THIS PLAT. DATE: BRIAN D. GILLOOLY, PLS 8445;ooe� DATE: BY: M�t �— ------ DATE: � ���s J -- GU EF;TFAMILY LI E PART ERSHIP ACKNOWLEDGMENT STATE OF OREGON SS. COUNTY OF DESCHUTES THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON r!y 0-tY 6 r _ lIA-2 3 , 2023 BY RAYMOND G. GUMPERT, JR., TRUSTEE OF RAYMOND G. GUMPERT JR. REVOCABLE TRUST. (N T " Y'S�WRITTEN -�- __----_------____-- __-- NOTARY PUBLIC - OREGON (N TARY'S P TED N/A�ME) _L COMMISSION NO. -NIi ? LAt MY COMMISSION EXPIRES: mAp S•?-®1 ACKNOWLEDGMENT STATE OF OREGON I j SS. COUNTY OF DESCHUTES I THE FOREGOING INST MENT WAS AC NOWLEDGED BEFORE ME ONZ- 2023 BY _ hi _ �------- --- A!itn r----------- OF VERSATILE INVE T ENTS, LLC. --- --------------- ------------------ (N OT ARY'S WZTEN NAME ---_--- - NOTARY PUBLIC - OREGON (NOTARY'S PRINTED NAME) COMMISSION NO. q 470r MY COMMISSION EXPIRES: _" a tc-k - INTERIOR CORNERS AND CENTERLINE MONUMENTS WERE SET ON -------------------- PER AFFIDAVIT OF POST— MONUMENTATION RECORDED ON --- ------ _----- AS INSTRUMENT NUMBER -------------------- OF DESCHUTES COUNTY OFFICIAL RECORDS. DESCHUTES COUNTY SURVEYOR. DATE ACKNOWLEDGMENT STATE OF OREGON Inn itwno rnaIn i Ss. COUNTY OF I THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON —_ NOVCM"r 2023 BY AMY E. LUM. Nio A� (NOTARY'S WRI NAME) � l L rus r `Co®• ---------- NOTARY PUBLIC - OREGON (NOTAR S PRINTED NAME) COMMISSION NO.-__101-1Zt Z.A-- -- MY COMMISSION EXPIRES: 091 - I q - 25 ACKNOWLEDGMENT STATE OF OREGON SS, COUNTY OF DESCHUTES THE FOREGOING INSTRUMENT WAS .ACKNOWLEDGED BEFORE MBE ON tNt'�!_ 2023 BY _ M! ! _%� ��'+�. t- Jv CMS 1' r� F GUMPERT FAMILY LIMITED PAR RSHIP. - ---- ----- ------------------------ (NOTARY'S WkhTEN NAME) fA (NOTARY'S PNTED NAME) COMMISSION NO. __-- 07Lt0� --- MY COMMISSION EXPIRES: -------- -- / - tt 5-� _� NOTARY PUBLIC - OREGON APPROVALS THIS PLAT, AS LOCATED IN THE CITY OF BEND, DESCHUTES COUNTY, OREGON, HAS BEEN EXAMINED AND APPROVED. —AEVL>TY ------------------------------- DESCHUTES COUNTY SURVEYOR —� — — — — — — — — — — — — — — — — CIY OF BE N�&EE CITY OF BEND PLANNING DIRECTOR DESCHUTES COUNTY BOARD OF COMMISSIONERS ����sLzoz3 DATE ylf 3luz's DATE !Y-L DATE I I aj_a-_Q_R3 DA7 SIGNATURE BY THE CITY OF BEND PLANNING DIRECTOR AND ENGINEER CONSTITUTES ACCEPTANCE BY THE CITY OF BEND OF ANY DEDICATION MADE HEREIN TO THE PUBLIC. ASSESSOR'S CERTIFICATE I HEREBY CERTIFY THAT ALL AD VALOREM TAXES AND SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES REQUIRED BY LAW TO BE PLACED ON THE 2023-2024 TAX ROLL WHICH BECAME A LIEN ON THIS PLAT OR WILL BECOME A LIEN DURING THIS TAX YEAR HAVE BEEN PAID TO ME: DESCHUTES OUNTY SSESq� I HEREBY CERTIFY THAT ALL TAXES ARE PAID AS OF THIS DATE: DESCHUTES COUNTY TAX C LL TOR 7W REGISTERED PROFESSIONAL LAND SURVEYOR ..*on _ OREGON *IV JANUARY 12, 2016 BRIAN D. GILLOOLY 84457PLS JOB NO. 17253 117 /20 23 -- DATE! � J1 /lL7&_40_z_43__ DATE SHEET 2 OF 10 120� EXPIRES: JUNE 80, 2025 DESCHUTES COUNTY SURVEYOR F�i.EEi rAl � zo/707's GATEWAY NORTH PLLD20220693 LOCATED IN THE NE1/4 8 NW1/4 8 SE1/4 OF THE NE1/4 OF SECTION 17, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN CITY OF BEND, DESCHUTES COUNTY, OREGON EASEMENT NOTES THE FOLLOWING EASEMENTS AND EXCEPTIONS ARE SHOWN ON PUBLIC RECORD REPORT FOR NEW SUBDIVISION PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NO. 7069-4020848 DATED OCTOBER 20, 2023: 1. TAXES FOR THE YEAR 2023-2024 TAX AMOUNT $ 109,742.85 UNPAID BALANCE: $ 109,742.85 , PLUS INTEREST AND PENALTIES, IF ANY CODE NO.: 1114 MAP & TAX LOT NO.: 171217A000100 PROPERTY ID NO.: 168511 (AFFECTS PARCEL 1) TAXES FOR THE YEAR 2022-2023 UNPAID BALANCE: S 105,553.46 , PLUS INTEREST TAXES FOR THE YEAR 2021-2022 UNPAID BALANCE: $ 104,522.47 , PLUS INTEREST (NOT SURVEY RELATED) 2. TAXES FOR THE YEAR 2023-2024 TAX MOUNT $ 42.52 UNPAID BALANCE: $ 42.52 , PLUS INTEREST AND PENALTIES, IF ANY, CODE NO.: 1114 MAP & TAX LOT NO.: 171217AO00102 PROPERTY ID NO.: 257544 (AFFECTS PARCEL 2) TAXES FOR THE YEAR 2022-2023 UNPAID BALANCE: $ 41.00 , PLUS INTEREST TAXES FOR THE YEAR 2021-2022 UNPAID BALANCE: S 39.94 , PLUS INTEREST (NOT SURVEY RELATED) 3. CITY LIENS, IF ANY, OF THE CITY OF BEND. (NOT SURVEY RELATED) 4. THE ASSESSMENT ROLL AND THE TAX ROLL DISCLOSE THAT THE WITHIN DESCRIBED PREMISES WERE SPECIALLY ZONED OR CLASSIFIED FOR FARM USE. IF THE LAND HAS BECOME OR BECOMES DISQUALIFIED FOR SUCH USE UNDER THE STATUTE, AN ADDITIONAL TAX OR PENALTY MAY BE IMPOSED. (NOT SURVEY RELATED) 5. THE PREMISES DESCRIBED HEREIN FALL WITHIN THE BOUNDARIES OF SWALLEY IRRIGATION DISTRICT AND ARE SUBJECT TO RULES AND REGULATIONS, INCLUDING LEVIES, ASSESSMENTS, WATER AND IRRIGATION RIGHTS AND EASEMENTS FOR DITCHES AND CANALS THEREOF. (NOT PLOTTABLE) 6. THE RIGHTS OF THE PUBLIC IN AND TO THAT PORTION OF THE PREMISES HEREIN DESCRIBED LYING WITHIN THE LIMITS OF STREETS, ROADS AND HIGHWAYS. (NOT PLOTTABLE) 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: MAY 06, 1931 AS BOOK 50, PAGE 89 IN FAVOR OF: DESCHUTES RECLAMATION AND IRRIGATION COMPANY, A CORPORATION FOR: AN IRRIGATION DITCH (PLOTTED HEREON) 8. LIMITED ACCESS PROVISIONS CONTAINED IN DEED TO THE STATE OF OREGON, BY AND THROUGH ITS STATE HIGHWAY COMMISSION RECORDED MAY 14, 1951 AS BOOK 97, PAGE 260 DEED OF RECORDS, WHICH PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED FOR SHALL ATTACH TO THE ABUTTING PROPERTY. (PLOTTED HEREON) 9. LIMITED ACCESS PROVISIONS CONTAINED IN DEED TO THE STATE OF OREGON, BY AND THROUGH ITS STATE HIGHWAY COMMISSION RECORDED MAY 15, 1951 AS BOOK 97, PAGE 281 DEED OF RECORDS, WHICH PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED FOR SHALL ATTACH TO THE ABUTTING PROPERTY. (PLOTTED HEREON) 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: MAY 17, 1996 AS BOOK 409, PAGE 2010 IN FAVOR OF: CENTRAL ELECTRIC COOPERATIVE, INC. FOR: THE PURPOSES STATED THEREIN (PLOTTED HEREON) 11. RECIPROCAL ACCESS EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: THE STATE OF OREGON, BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION (" ODQT") AND: SIMA MOUNTAIN VIEW, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, GUMPERT FAMILY LIMITED PARTNERSHIP, AN OREGON LIMITED LIABILITY PARTNERSHIP AND LOIS M. GUMPERT, TRUSTEE OF THE WILL OF RAYMOND GUMPERT DATED MAY 28, 1989 RECORDING INFORMATION: JUNE 24, 1999 AS VOLUME 1999, PAGE 31280 (DESCRIBED EASEMENT AREA IS SOUTH OF ROBAL ROAD AND DOES NOT AFFECT SUBJECT PROPERTY, BLANKET PORTIONS OF THE AGREEMENT AFFECTS SUBJECT PROPERTY) 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JULY 16, 1999 AS VOLUME 1999, PAGE 34868 IN FAVOR OF: STATE OF OREGON, BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION FOR: ACCESS ROAD TO THE DITCH (PLOTTED HEREON) 13. CITY OF BEND ORDINANCE NO. NS-1981, AN ORDINANCE OF THE BEND CITY COUNCIL MAKING CERTAIN DETERMINATIONS AND FINDINGS RELATING TO AND ADOPTING THE JUNIPER RIDGE URBAN DEVELOPMENT URBAN RENEWAL PLAN RECORDED: SEPTEMBER 09, 2005 IN INSTRUMENT NO. 2005-60545 (NOT PLOTTABLE) BLANKET ORDINANCE 14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JULY 12, 2007 IN INSTRUMENT NO. 2007-38548 IN FAVOR OF: SHELDON PARK, LLC FOR: EASEMENT OVER PARCEL 2 (ACCESS EASEMENT OVER ALL OF TITLE PARCEL 2—PLOTTED HEREON) 15. EASEMENT ENCROACHMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: SWALLEY IRRIGATION DISTRICT AND: QUANTUM COMMUNICATIONS RECORDING INFORMATION: AUGUST 15, 2013 AS INSTRUMENT NO. 2013-34990 (GENERALLY SHOWN HEREON) NO WIDTH SPECIFIED ALONG POLES CROSSING DRAINAGE CANAL 16. LICENSE AGREEMENT, INCLUDING TERMS AND PROVISIONS THEREOF. RECORDED: SEPTEMBER 27, 2013 AS INSTRUMENT NO. 2013-40943 (GENERALLY SHOWN HEREON) AGREEMENT IS BLANKET IN NATURE OVER EASEMENT AREA RECORDED UNDER RECORDING NO.96--17872 UNDER BOOK 409 PAGE 2010 [EXCEPTION 11 ] 17. RESTATEMENT OF RIGHT—OF—WAY AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: SWALLEY IRRIGATION DISTRICT AND: THE OWNERS OF THE GUMPERT PROPERTY RECORDING INFORMATION: AUGUST 17, 2016 AS INSTRUMENT NO. 2016-033429 MODIFICATION AND/OR AMENDMENT BY INSTRUMENT: RECORDING INFORMATION: AUGUST 17, 2016 AS INSTRUMENT NO. 2016-033444 (PLOTTED HEREON) 18. MEMORANDUM OF PURCHASE AND SALE AGREEMENT , INCLUDING TERMS AND PROVISIONS THEREOF, RECORDED: FEBRUARY 23, 2022 AS INSTRUMENT NO. 2022-7594 (NOT PLOTTABLE) BLANKET .IN NATURE 19. LIMITED ACCESS PROVISIONS CONTAINED IN DEED TO THE STATE OF OREGON, BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION RECORDED JUNE 6, 2022 AS INSTRUMENT NO. 2022-22606 AND RE —RECORDED ON NOVEMBER 2, 2022 AS INSTRUMENT NO. 2022-39538 DEED OF RECORDS, WHICH PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED FOR SHALL ATTACH TO THE ABUTTING PROPERTY. (PLOTTED HEREON) LIMITED ACCESS ALONG THE WEST LINE OF THE SUBJECT PROPERTY AS SHOWN. 20. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JUNE 6, 2022 AS INSTRUMENT NO. 2022-22606 AND RERECORDED ON NOVEMBER 2, 2022 AS INSTRUMENT NO. 2022-39538 IN FAVOR OF: THE STATE OF OREGON FOR: TEMPORARY WORK AREA (PLOTTED HEREON) 21. UNRECORDED LEASES OR PERIODIC TENANCIES, IF ANY. (NOT PLOTTABLE) NOT SURVEY RELATED 22. NON —STATUTORY DEVELOPMENT AGREEMENT — GATEWAY NORTH, INCLUDING TERMS AND PROVISIONS THEREOF. RECORDED: OCTOBER 10, 2023 AS INSTRUMENT NO. 2023-25123 (NOT PLOTTABLE) BLANKET IN NATURE SHAM REGISTERED JOB NO. 17253 PROFESSIONAL LAND SURVEYOR -%W'— — 'oov- • i OREGON JANUARY 12, 2016 BRIAN D. GILLOOLY 84457PLS SHEET 3 OF 10 A4"' oiw EXPIRES: JUNE $0, 2025 �I�� aaSURVEYOR GATEWAY NORTH LED BY PLLD20220693 LOCATED IN THE NE1/4 & NW1/4 & SE1/4 OF THE NEI/4 OF SECTION 17, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN CITY OF BEND DESCHUTES COUNTY OREGON FOUNQMONUMENTIN DIS � � 3-1/4" ALUM DISKK SET 0.82' BELOW GRADE SEE SHEET 7 FOR "INITIAL POINT" FOUND MONUMENT IN CASE 3-1/4" "DESCHUTES COUNTY SURVEYORS OFFICE" COOLEYDIMENSIONING ROAD TITLE PARCEL II BRASS DISK SET 0.70' BELOW GRADE STAMPED "DESCHUTES COUNTY "T17S R12E 1/4 S9/S18 1991 LS#1031" DIMENSIONING -�- N89'S8 03 E 2fi44.fi9 {R4j _ _ SURVEYORS OFFICE - T17S R12E SECTION 8,9,17&16 - LS#1081 . N89'58'01"E 2644.78'(R1,R3) C.O.B. 17120904 (APRIL 2016) 8 N89'5924"E 2641.22'(M) 2641.30'(R4) N.A.P. $ (APRIL 2016) PER OCRR 1112 N89-57-53-E 2644.83(M) [HELD FOR POSITION] 9 17, - - 1023.81' COOLEY RD - 820s7' - 796.36' ; - - - - - - - - - - - 16 ; ---- 16 FQUND MONUMENT IN CASE 3-1/4" POWER EASEMENT ACCESS EASEMENT 17 F LEGEND z h ALUMINUM DISK PER OCRR 2007. STAMPED V S. LINE PER DEED B.409, P.2010 2007-38548 LOT 1 "T17S R12E 1/4 S8/S17 2019 LS#86998 REC#2022-22606 I I FOUND SECTION CORNER AS NOTED (OCTOBER 2023) TRIANGLE CENTER \ 'r , V.2002, P.21050 I .o. FOUND QUARTER SECTION CORNER AS NOTED " FOUND MONUMENT IN CASE o 30' IRRIGATION DITCH 'fir FOUND MONUMENT AS NOTED 3-1/4 ALUMINUM DISC SET 0.30DBELOW65 EASEMENT 8.50, P.89 -- - - - - - - - GRADE ESCHUTES COUNTY SURVEYORS m�� j A- FOUND RR SPIKE AS NOTED OFFICE - T17S R12E LS#1031" C.O.B. 17122840 \ NO ACCESS TO HIGHWAY 30' IRRIGATION DITCH PER LOT 2 O FOUND REBAR/CAP AS NOTED (APRIL 2016) [HELD FOR ROTATION] \ PER B.97, P.260 RESTATEMENT OF TRIANGLE CENTER HATCHED RIGHT-OF-WAY C.O.B. CITY OF BEND AGREEMENT Y.2002, P.21050 (M) MEASURED REC#2016-033429 - & REC#2016-033444 (C) CALCULATED R* REFERENCE SURVEY TITLE PARCEL I ADJUSTED SURVEY INFORMATION \ y PARCEL 2 I BASIS OF BEARINGS/COORDINATES NAD 1983(91) \ , HORIZONTAL DATUM: PROPERTY HORIZONTAL DATUM FOR THIS SITE IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS). CONTROL POINT NAME LINE ADJUSTMENT (17120904) WAS HELD FOR POSITION AND A LINE BETWEEN SAID POINT NAME (17120904) AND CONTROL POINT it 30 IRRIGATION DITCH NO.PLPLAM20220523 NAME (17122840) WAS HELD FOR ROTATION BEING SOUTH 11'35'43" WEST. EASEMENT B.50, P.89 CS*21006 REFERENCE SURVEYS: R 1. RECORD OF SURVEY BY DAVID WILLIAMS, CS# 18484, FILED 2/7/2013 N \ R2. RECORD OF SURVEY BY MICHAEL HOFFMAN C 17 39 FILED 5 5 S# 3 LE /22007 / !, 25' LIMITED ACCESS � - - - -- -- i 1 R3. TRIANGLE CENTER BY DAVID WILLIAMS, CS#14925, FILED 4/17/2002 FOR NON-COMMERCIAL R4. RECORD OF SURVEY BY JACOB POWELL, CS#20962, FILED 11 /04/2022. PURPOSES B.97, P.281 R5. RECORD OF SURVEY BY ROBERT CHURCHILL, CS#21000, FILED 12/22/2022 Go I \ MONUMENTED EAST w 13 R6. PROPERTY LINE ADJUSTMENT BY PATRICK COLE, CS#21006, FILED 1 /9/2023 \ , LINE BEND -SISTERS, R7. PARTITION PLAT #2007-14 BY PETER MANLEY, CS# 17253, FILED 3/21 /2007 HIGHWAY `1 R8. PROPERTY LINE ADJUSTMENT BY PETER MANLEY, CS#17563, FILED 11/29/2007 30' IRRIGATION DITCH PER ! R9. RECORD OF SURVEY BY JULES WETZEL, CS 14588, FILED 8 14 2001 RESTATEMENT OF [ # / / t RIGHT-OF-WAY AGREEMENT POWER EASEMENT REC#2016-033429 8.409, P.2010 i TITLE PARCEL AREAS: RE \ & C#2016-033444 TITLE PARCEL I: 2,199,726f S.F. 50.499t ACRES NOTE: 2013-34990 � } NO ACCESS TO HIGHWAY AGREEMENT FOR m TITLE PARCEL Ii: 1,248t S.F. (0.029f ACRES) B.97, P.260, 2022-22606 FIBEROPTIC LINE r & 2022-39538 CROSSING &LICENSE TEMPORARY AGREEMENT TOTAL LOT AREA: 2,200,974f S.F. (50.527f ACRES) jr CONSTRUCTION 2013-40943 NOT TO SCALE :' EASEMENT REC# ACCESS ADJUSTED ADDRESS: 2022-22606 EASEMENT 20319 COOLEY RD, BEND, OR 97703 \ N. LINE PER DEED V. 1999 PARCEL 1 REC#2022-22606 P.34868 PROPERTY PROPERTY ID NUMBER: \ \ \ & REC#2022-39538 LINE ADJUSTMENT 168511 AND 257544 \ NO.PLPLAM20220523 (BOTH IN MAP NO. 171217A000100) CS*21006 DATE OF SURVEY: ---�_ j THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENTS AND SITE CONDITIONS EXISTING ON AUGUST 20, 2021. \ -'----- t ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL OF 2016, JANUARY, --� 2023 AND OCTOBER 2023. I \ \ \ N. LINE PER DEED 6q V.1999, P.34161 R `'' EQUIPMENT/PROCEDURE: \ �� THIS IS A FIELD TRAVERSE SURVEY. A SPECTRA PRECISION FOCUS 30 ROBOTIC TOTAL STATION, TOPCON GR-5, SPECTRA PRECISION RANGER DATA COLLECTOR, TRIMBLE S7 ROBOTIC TOTAL STATION, AND A TRIMBLE TSC7 DATA COLLECTOR WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING N MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEED ALTA/NSPS STANDARDS. ALL \ o INSTRUMENTS AND EQUIPMENT HAVE 'BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' \ \ SPECIFICATIONS AND USED BY APPROPRIATELY TRAINED PERSONNEL. \ v FOUND 5/8" REBAR/CAP SURVEYOR'S NOTES: LS#2257 AT CENTER OF SECTION 17 \ ALL DISTANCES SHOWN HEREON ARE GROUND MEASUREMENTS IN INTERNATIONAL FEET. PER CS#2508. REBAR IS 0.44'N & 0.09'w THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY AND DON'T OF TRUE POSITION PER CS#2508 FOUND 3-1/4" BRASS DISK MONUMENT IN CASE ' � (APRIL 2016) PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. NO 17� 1 STAMPED "DESCHUTES COUNTY SURVEYORS OFFICE GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. 56`{Mj- - - - - E 1/4 OF SECTION 17 - T17S R2E 1/4 S17/S16 N89'S4'S6°W 2645. -� 16 2007 LS#2390" 0.30' BELOW GRADE (APRIL 2016) i REGISTERED JOB NO. 17253 SHEET 4 OF 10 PROFESSIONAL LAND SURVEYOR OREGON / JANUARY 12, 2016 BRIAN D. GILLOOLY 84457PLS EXPIRES: JUNE $0, 2025 J�S a12o3. oESECH��o�sURv�o� GATEWAY NORTH Fs�� Z� ev�� � PLLD20220693 LOCATED IN THE NE1/4 8. NW1/4 8. SE1/4 OF THE NEI/4 OF SECTION TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN CITY OF BEND, DESCHUTES COUNTY, OREGON Ll N ap r s \ "(p 1 \ �a 0 50' 1 00' 200' F+7 SCALE: 1'=100' JPR EGISTEREDOFESSIONAL \ SURVEYOR 24Z OREGON \ JANUARY 12, 2016 BRIAN D. GILLOOLY \ 84457PLS EXPIRES: JUNE 30, 2025 COOLEY RD _----- S70'49'47'V 11.76' 81.11' MATCH KIeo SHEET 170 A=35'24'26" R=130.00' L=80.34' CH=S23'03'23' W 79.06 T1Tl-E PARCEL -ACCESS EASEMENT 2007-38548 LOT 1 TRIANGLE CENTER V.2002, P.21050 LOT 2 TRIANGLE CENTER V.2002, P.21050 N.W. HENRY AVE. ADJUSTED PARCEL 2 PROPERTY LINE ADJUSTMENT NO.PLPLAM20220523 CS#21006 SHEET 5 OF 10 CS 2 120-- [DIESCHUTES COUNTY SURVEYOM o ®3 yo co �� S N I 0 50' 1 00' 200' F9771 1"" SCALE: 1"=100" U� REGISTERED PROFESSIONAL LAND SURVEYOR OREGON / JANUARY 12, 2016 BRIAN D. GILLOOLY 84457PLS EXPIRES: JUNE 30, 2025 GATEWAY NORTH PLLD20220693 LOCATED IN THE NE1/4 8. NW1/4 8. SE1/4 OF THE NE1/4 OF SECTION TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN CITY OF BEND, DESCHUTES COUNTY, OREGON \ MATCH LIN 1 \ LOT 3 s 25' LIMITED ACCESS FOR NON-COMMERCIAL PURPOSES PER 8.97, P.281 1 �tp ` LOT 2 3 s .j \ I \ NO ACCESS PER B.97, P (HATCHED) JUV UJ 43 t_� 18.86' ''-- 163.72' 62.86'(TO CL ROSAL IRRIGATION \ DII-CH ESMT) ` 179 i I I I I 1 I I I I r I i i I 1 I i �I of �Q nw -{ NZ O m p N S t3) N � I I �1-- POWER EASEMENT I i t f I B.409, P.2010 I I I I NOTE: 2013-34990 i AGREEMENT FOR 1 FIBEROPTIC LINE I CROSSING & LICENSE AGREEMENT I I I { i I 2013-40943 tvu _ ADJUSTED PARCEL 1 PROPERTY LINE ADJUSTMENT NO.PLPLAM20220523 CS#21006 JOB NO, 17253 SHEET 6 OF 10 12 3 LEGEND: o SET 5/8" REBAR/PINK PLASTIC CAP "BCE 84457PLS" � SET MRB REBAR/PINK O�T� CAP 84457PLS" PER POST- ONMNON {H2) SET 5/8 REBAR WITH ALUMINUM CAP MARKED "BCE 84457PLS" PER POST-MONUMENTATION NOTE (SEE SHEET 2) + FOUND SECTION CORNER AS NOTED ® FOUND MONUMENT AS NOTED o FOUND- REBAR/CAP AS NOTED YPC YELLOW PLASTIC CAP GATEWAY NORTH PLLD20220693 LOCATED IN THE NE1/4 8 NW1/4 8. SE1/4 OF THE NEI/4 OF SECTION 17., TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN CITY OF BEND, DESCHUTES COUNTY, OREGON I Ca Z w V (n FOUND REBAR NO CAP (APRIL 2016) DESTROYED WITH CONSTRUCTION N00' 13' 19'W 40.00'(CY-,,�- S89'24'54'W 259.94'(C) N89'59'24"E 296.95'(C) g S89'26'13"W 259.94'(R5) 20.32'(C) - - SW00'47'E 6.51'(C) FOUND MONUMENT 1.5' ALUMINUM CAP S00'01'01'W 6.51'(R5) o STAMPED DEPT. OF TRANSPORTATION N. LINE NE1/4 SEC. 17 LS1958' [STA: 213+00] (APRIL 2016) J� DESTROYED WITH CONSTRUCTION N87'59'20"E 465,78'(C) S. LINE PER DEED REC#2022-22606 & RECI 2022-39538 LOT 6 140,904 SQ. FT. \ �a �y6 \ 1 i �1 L26 ti 1 1 i r \ i S75'17'52"W 111.37'(C) d=14'07`Q2"{C,RS} 57519'11"W 111.37'{R5} L=292.22'(C) CH=S82'21'23'W 291.48'(C) A=12'34'24"(C,R5) + ( N2,TO3'43"E 40.00'(C) R=393.60'(C,R5) N23'03'19"E 40.00'(R4) L=$6.37 (C) �► FOUND 5/8" REBAR CALCULATED CENTERLINE CH=N73'13'29'W 86.20'(C) ( NO CAP PER C.S.21000 PER C.S.02307 117.28'(M) N66'56'41'W 117-24'(R4) N66'54'58"W 117.29'(R5) N6656'17'W 117.29'(C) Co.� gyp, .-- QLti NIST59'WE 796.36'(C) N89'35'48'E 163.69(C) 302.66' Q2+C� C40 .E �• . C41 L13 d=25'11'27" Npa 49 ;� L12 N05'04'45"W N60'S6'48'E R=486.00'_ L18 21.79'(C) 6.83'(C) L=213.68 C42 VARIABLE WIDTH CH=S87'53'36"W 211.96' L4 ca RIGHT-OF-WAY DEDICATION L11 4,327f S.F. 60' 01 C36 r ��C37 i LOT 5 266,713 SQ. FT. \ \ FOUND MONUMENT 1.5" ALUMINUM CAP STAMPED "OREGON DEPARTMENT OF ��Nygth \\\ TRANSPORTATION 1995, LS 1958" 0.70 ABOVE GRADE [STA: 221+00] \ (NOVEMBER 2023) FOUND MONUMENT 1.5" ALUMINUM CAP W/PUNCH \ \\ STAMPED "OREGON DEPT. OF TRANSPORTATION" 0.20' ABOVE GRADE (NOVEMBER 2023)a ICA LOT 8 256,150 SQ, FT. RIGHT-OF-WAY DEDICATION 280,801± S.F. m C.)N89'31'28'W 232.50' N J c? �► 6fl r' L8 G23 N 0 50' 100' 200' SCALE: 1"=100' ( 1/0 A 3 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JANUARY 12, 2016 BRIAN D. GILLOOLY 84457PLS EXPIRES: JUNE $0, 2025 N23'03'43'E 40.04'{C FOUND 5/8" REBAR NO CAP FOUND MONUMENT IN CASE 3.25° N23'03'1VE 40.00'(R4) PER CS.02307 BRASS DISK SET 0.70' BELOW GRADE N23'03'43'E 40.00'(C) S88'18'00'W NE1/4 OF SEC. 17 (OCTOBER 2023) 45.00(M,R4) N89'59'24"E 332.89'(R4) 72.04; 7.15'(M)���\ N.A.P. o --- - - - - - - 332.88'(M) - - - - 9 - - `L31 _'t-66.80'(M,R4) 434.00 - -`17 1 20.68' FOUND 5j8° REBAR Gag . ,1 \� COOLEY RD. NO CAP 10.68 (M) SEE DETAIL a �7o.so,(M) PER C.S.02299 ON SKET 11 - FOUND 5/8° REBAR/YPC C32 'AKS ENGR" PER &=2f45'43"(C,R5) j C.S.20962 R=449.88'(C,R5) L=194.43'(C) CH=N79'19'08'W 192.92'(C) VARIABLE WIDTH RIGHT-OF-WAY DEDICATION o LOT 10 280,801± S.F. 0 89,598 SQ. FT. N -- SBT920V 390.29' G WIDTH - VARIES VARIABLE WIDTH RIGHT-OF-WAY DEDICATION 280,801 ± S.F. LOT 9 115,627 SQ. FT. L1 o LOT 7 Leh i c� 150,661 SQ. FT. C2 L �j b lb. o SION `''��• RIGHT-OF-WAY DEDICATION -- 280,801 + S.F. RIGHT-OF-WAY DEDICATION 280,801± S.F. 15 mow.. �... ..■� .� �i. �■ .�■� �.■ �.■r MATCH LINE - SEE SHEET 8 70.63 (R3) ct FOUND MONUMENT 2' ALUMINUM CAP t W/PUNCH STAMPED "JOHN THOMPSON tt AND ASSOCIATES° 0.16'E. Z (APRIL 2016) _ 26o t o LOT i ( z TRIANGLE CENTER ( m cliN V.2002, P.21050 o X o'`'rnZCn C) Cn -� 0 0 N t FOUND MONUMENT IN CASE 2" ALUMINUM a t CAP STAMPED JOHN THOMPSON & 0.25' E. OF PROP COR. C)ASSOC,* co (NOVEMBER 2023) N 'C LOT 2 00 zi� TRIANGLE CENTER W V.2002, P.21050 1 � p + t w N. LINE PER RIGHT-OF-WAY co + FOUND 1 f DEDICATION PER 2" IRON PIPE 4.1'E. DEED RECJ2022-35734 rr (NOVEMBER 2023) PER C.S.1492� 5 - - - r N.W. HENRY AVE. N78'45'S5"E - - - 1, A 50' 24' c3 I U WIDTH ' VARIES 8 26.5�1'_- i t t - .•- -' S. LINE OF N.W. HENRY PER DEED REC#2023-7655 t o a cn �.; O 4 C,a Cn ADJUSTED PARCEL 2 PROPERTY LINE ADJUSTMEN NO.PLPLAM20220523 Ca C) + CS821006 ( �f �f �I IV � co + i + i 26' I ' r r r + r JOB NO. 17253 0 l CENTERLINE OF NW. HUNNELL RD. SHEET 7 OF 10 Barghausen Consulting Engineers, Inc, 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com FFRL HUTES COUNTY SURi/EYC� p a 20 Zv23 gy. C� (fins 0 • 0 a GATEWAY NORTH PLLD20220693 LOCATED IN THE NE1/4 8 NW1/4 & SE1/4 OF THE NE1/4 OF SECTION TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN CITY OF BEND, DESCHUTES COUNTY, OREGON MATCH LINE - SEE Ills. P RIGHT-OF-WAY DEDICATION 280,801f S.F. O� �'O a,_ LOT 3 \ 37,784 SQ. FT. �\ ISO i \ \`� \ FOUND MONUMENT 1.5' ALUMINUM CAP O.D.O.T. R-O-W FLUSH W/GROUND STA: 229+00 (APRIL 2016) DESTROYED WITH CONSTRUCTION, T 2 67,104 SQ. FT. FOUND MONUMENT 1.5' ALUMINUM CAP 1 �� STAMPED "DEPT. OF TRANSPORTATION'S OREGON' (APRIL 2016) DESTROYED WITH CONSTRUCTION 0 50' 100' 200' 64 �t SCALE: LEGEND: �� \ �� 44,472 SET 5/8" REBAR/PINK PLASTIC CAP "BCE 84457PLS" SQ. FT. SET 5/8" REBAR/PINK PLASTIC CAP "BCE 84457PLS" PER POST- MONUMENTATICN NOTE (SEE SHEET 2) ys A--18032'46" \ `7` R=464.26' SET 5/8 REBAR WITH ALUMINUM CAP MARKED "BCE \ �20.6 L=150.28' 84457PLS PER POST- MONUMENTATION NOTE (SEE SHEET 2) CH=S84'26'24"W FOUND SECTION CORNER AS NOTED 149.62' ;.:. • .� 157 35• FOUND MONUMENT AS NOTED FOUND REBAR/YPC \ \ ��53*w ,2-%23, \ FOUND REBAR/CAP AS MC)TM STAMPED "ODOT ROW" N LOT 4 746,833 SQ. FT. N. LINE OF ROBAL ROAD PER DEED REC#2022-22606 & REC# 2022-39538 FOUND 5/8" REBAR/YPC STAMPED "ODOT ROW" (APRIL 2016) PER C.S.14588 7g �' DESTROYED WITH CONSTRUCTION SHEET 7 1 WIDTH VARIES 34' 0 4 0 ti rrf w 0 60' 34' WIDTH VARIES RIGHT-OF-WAY DEDICATION 280,801f S.F. 17, FOUND 5/8" REBAR/YPC STAMPED 'HWA" (NOVEMBER 2023) PER C.S.17563 =--32.70'(M) v NOO'01'27"W 32.89'(R8) z {----FOUND 5/8" REBAR/YPC STAMPED "HWA" il 'cam, 4 i 0.191. (NOVEMBER 2023) y PER C.S.11253 0 I i i4 0 ►{ -i4 C) { t ON { 0 rq 1 v i i I I yi j i i yi 1 1 i 26' t i 1 i 1 1 fi Y i l i 1 i E. LINE SEC. 17 k i ! i y k 1 Q j ! R k j o wk � ' r" I ; ADJUSTED PARCEL 1 PROPERTY LINE ADJUSTMENT 50, ! ! Q NO.PLPLAM20220523 C> CS*21006 24' 26' - FOUND 5/8" REBAR/YPC STAMPED 52'- "ODOT ROW" (APRIL 2016) PER C.S.14588 NOW DISTURBED BY CONSTRUCTION C10-- N83'45'33"E 0.22' FROM CORNER C11-- (APRIL 2016) _. _ -- __._ RIGHT-OF-WAY DEDICATION FOUND RAILROAD SPIKE AS NOTED \ PER C.S.14588 N74'36'160E 6j�0?131, 280,801± S.F. DESTROYED WITH N. UNE PER DEED 53.13' '�!• `9�'` ___ 17_?,84' L30 r c� YPC YELLOW PLASTIC CAP CONSTRUCTION V.1999, P.34161 _ S8 8�136»E _ •N j L29 � �, o 3 ���C28 C38 41.5' , 9' REGISTERED \ �2O'� 5a2 N80•20'11y 22� 15 . 33' ' PROFESSIONAL — -- srs'4�5s"e (R9) _ Ros AL RD. SURVEYOR N64.19'38-E 38.23'(C) A=35'20'11°(C,R9) -- _ ; • N64'S1'S0"E 36.94'(R9} R=409.26� L=252.40 (C,R9) '`-�--- — _96.51 (M) , - .54 R7 CH-S$159 43"W 248.42 FOUND 5/8 REBAR/YPC STAMPED -- .96� ( } OREGON "ODOT ROW" (APRIL 2016) PER C S 14588 JANUARY 12, 2015 BRIAN D. GILLOOLY 84457PLS EXPIRES: JUNE 30, 2025 \ NOW DISTURBED BY CONSTRUCTION N73'37'32"E 0.19' FROM CORNER FOUND 3-1 /4" BRASS DISK MONUMENT IN CASE STAMPED "DESCHUTES COUNTY SURVEYORS OFFICE E 1/4 OF SECTION 17 - T17S R2E 1/4 S17/S16 2007 LS#2390" 0.30' BELOW GRADE (APRIL 2016) 7 k E 1 (.Ov f tv r — 26' I 898,71 }(M) N00 0127"W 898.73 (R8) !f k + f ! rt ! r t i tf f ! it t - 26't tr ++ ++ ff fi - 50' Ir+ r t f r S0701'321 +i 87.71'(TO C/L) FOUND 5/8" REBAR W/YPC ILLEGIBLE & BENT 0.16' W. OF PROP CORNER (APRIL 2016) N62'19'181 0.18' FROM CORNER '�� ----� JOB NO. 45.65' SEE DETAIL 'B' ON SHEET 11 1 FOUND RAILROAD SPIKE W/PUNCH (APRIL 2016) PER C.S.14588 SOO'01'32"E 531.34'(M) 1716 531.52'(R2) 17253 1 1 J I I i i I 40' 40' � � I c � � m' 1 a 0 I 1 i I I � i I i r SHEET 8 OF 10 w ' KWAWArw LINE TABLE LINE BEARING DIST L1 N78"45'55"E 8,97' L2 N00'01'32"W 249.54' L3 NOT 14'54"E 46.88' L4 N 15' 18'38"W 4.65' L5 j S06'09'08'E 57.52' L6 SOO'01'32"E 80.43' L7 NOO'01'32"W 86.70' L8 S25'07'35"E 6.65' L9 NO1'08'45"W 62.23' L10 j N70'49'47"E 56.16' L11 N70'49'47"E 51,40' L12 N70'49'47E 45.46' L13 N89'59'24"E 41.87' L14 S01'08'45"E 62.23' L15 N54'52'54"E 61.21' L16 N78'45'55"E 25.53' L17 N01'33'57"W 35.87' L18 S10'33'47"W 22.02' L19 SOO'08'01 "E 67.77' L20 S03'26'46"E 115.79' 121 S1O"41'58"E 117.57' L22 NOT 13'02"E 68.56' L23 NOT00'16"E 16.64' L24 N40' 1 O' 14"E 44.18' L25 N64756'200E 30.04' L26 N64'59'04"E 25.00' L27 N7234'36"E 51.95' L28 S80.20' 11 "E 187.05' L29 N6814'30"W 23.86' L30 N68'14'30"W 47.73' L31 N89'59'24"E 17.83' L32 SO1'08'45"E 62.23' L33 N25'18'02'W 183.04' L34 N78'45'55"E 51.10' L36 N 14'43'33"W 12.11' L37 S25'18'02"E 85.70' L38 N35'47'08"W 41.60' GATEWAY NORTH PLLD20220693 LOCATED IN THE NE1/4 8, NW1/4 & SE1/4 OF THE NE1/4 OF SECTION TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN CITY OF BEND, DESCHUTES COUNTY, OREGON CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING CHORD LENGTH Cl 10'06'59" 375,00' 66.21' N59'56'23"E 66.13' C2 23'53'01" 295,00' 122.97' S66'49'24'W 122.08' C3 101'12'33" 8.00' 14.13' N50'37'49"W 12.36' C4 T16'26" 220,00' 27.93' NO3'36'41"E 27.91' C5 T 1626" 285.00' 36.18' S03'36'41 "W 36.16' C6 6'07'36" 368,00' 39.35' S03'05'20"E 39.33' C7 6'07'36" 308.00' 32.93' NO3'05'20"W 32.92' C8 5'3338" 170.00' 16.50' NO2'45' 17"E 16.49' C9 5'33'38" 255.00' 24.75' S02'45'17"W 24.74' C10 6'24'33" 194.50' 21.76' SOT 13'49"E 21.75' C11 6'24'33" 125.50' 14.04' NO3'13'49"W 14.03' C 12 90' 17'54" 10.00' 15.76' N 19'50'S6"E 14.18' C13 24'O9'17" 230.00' 96.96' S13*13'23"E 96.25' C 14 23*52' 17" 370,00' 154,15' N 13'04'54'W 153,04' C15 1913'58" 230.00' 73.19' S15'54'03"E 72.88' C16 V20'56" 2018.17' 153.19' SO4'36'36"E 153.15' C17 4'17'28" 1958.17' 146.66' SO4'38'20"E 146.62' C18 1913`58" 170.00' 54.10' S15'54'03"E 53.87' C19 9'21'44" 430.00' 70.26' N20'20'1O"W 70.18' C20 23'52'17" 430,00' 179.15' N13'04'54"W 177,86' C21 14'30'33" 430.00' 108.89' N08'24'02"W 108.60' C22 24'09' 17" 170.00' 71.67' S 13' 13'23"E 71.14' C23 89'52'32" 10.00' 15.69' S70'03'51 "E 14.13' C24 10'06'59" 295.00' 52,09' N59'56'23"E 52,02' C25 23'53'01 " 375.00' 156.32' S66'49'24'W 155.19' CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING CHORD LENGTH C26 80' 19'52" 10.00' 14.02' N38'35'59"E 12.90' C27 3'18'45" 865.00' 50.01' N01'47'24"W 50.00' C28 T 15' 12" 615.00' 77.86' N07'04'22"W 77.80' C29 0'26'33" 615.00' 4.75' NO3'40'03"W 4.75' C30 6'48'39" 615.00' 73.11' NOT 17'39"W 73.06' C31 73'00'46" 10,00' 12.74' N51' 13'56"W 11.90' C32 16'50'35" 850.00' 249.87' S79'19'01 "E 248,97' C33 27'02'28" 110.00' 51.91' S1429'16"E 51.43' C34 34'00'55" 110.00' 65.30' S17'58'30"E 64.35' C35 6'58'27" 110.00' 13.39' S31'29'44"E 13.38' C36 15'01'31" 230.00' 60.32' S14*17'50"E 60.14' C37 T12'27" 230.00' 12.88' S23"24'49"E 12.87' C38 99'41'21" 10.00' 17.40' N49'49'08"E 15.29' C39 6'4639" 750.00' 88.72' N74' 17'03"W 88.67' C40 2-25'13- 750.00' 31.68' S76'26`34"W 31.68' C41 11'20'50" 1050.00' 207.95' N80'54'23"E 207.61' C42 0'54'54" 1050.00' 16.77' N8T02' 14"E 16.77' C43 6'23'56" 1988.17' 222.04' S03'35'06"E 221.93' C44 18'13'58" 200.00' 63.64' S15'54'03"E 63.38' C45 23'52' 17" 400,00' 166.65' N 13'04'54"W 165.45' C46 24'09' 17" 200.00' 84.32' S 13' 13'23"E 83.69' C47 10*06'59" 335,00' 59.15' N59'56'23"E 59.07' C48 23'53'01 " 335.00' 139.64' S6649'24"W 138.64' C49 19'02' 11 " 168.50' 55.98' S09'32'38"E 55.73' C50 19*02'11" 151.50' 50.34' N09'32'37"W 50.10' 179 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON !� JANUARY 12, 2016 BRIAN D. GILLOOLY 84457PLS 17 16 26.01' =CALCULATEDA COOLEY RD. CENTERLINE PER C.S.21000 N G; c��n SET MONUMENT - rq INTX WJ o CALCULATED r T CENTERLINE DETAIL 'A' 1"=100' oZ cn • S00'01'32"E o 87.71'(T0 C/L) "OSAL RD. 45.65' ` 8.62' � �------ \`I SET MONUMENT® INTX W/ROBAL RD. CENTERLINE 3 DETAIL 'B' 1"=100' JOB NO. 17253 SHEET 9 OF 10 EXPIRES: JUNE $0, 2025 V GATEWAY NORTH PLLD20220693 LOCATED IN THE NE1/4 8. NWI/4 8 SE1/4 OF THE NE1/4 OF SECTION TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN CITY OF BEND, DESCHUTES COUNTY, OREGON LEGEND: PUE PUBLIC UTILITY EASEMENT SEE "DECLARATIONS AND DEDICATIONS" ON SHEET 1 LINE TABLE LINE BEARING DIST L100 N25'00'56"W 20.50' L101 S64'59'04"W 4.92' L102 N25'00'56"W 19.00' L103 N64'59'04"E 19.83' L104 S25'00'56"E 19.00' L105 S64'59'04"W 4.92' L106 S25'00'56"E 18.72' L107 S54'52'54"W 10.16' L108 N78'45'55"E 28.73' L109 S12'10'33"E 3.22' L110 N77'49'27"E 23.00' L111 N12*10'33"W 3,18' L112 N25'00'07"W 2.95' L113 N64'59'53"E 23.00' L114 S25'00'07"E 2.95' LINE TABLE LINE BEARING DIST L115 S64'59'53"W 112.13' L116 N25'18'02"W 8.58' L317 N64'41'58"E 5.33' L118 S25'18'02"E 124.23' L119 N76'15'28"E 3.20' L120 S13'44'32"E 23.00' L121 S76'15'28"W 3.40' L122 S70'49'47"W 10.45' L123 S87'12'52"W 3.15' L124 S02'47'08"E 23.00' L125 N87'12'52"E 3.16' L126 S73'55'040W 3,19' L127 S16'04'56"E 23,00' L128 N73'55'04"E 3.11' L129 S25'01'02"E 184.22' LINE TABLE LINE BEARING DIST L130 S64'58'58"W 5.33' L131 S25'01'02"E 23.00' L132 N64'58'58"E 5.33' L133 S09'41'27'W 7.55' L134 N80'18'33"W 43.76' L135 N09'41'27"E 7.17' L136 N89'58'36"E 12.91' L137 N00'01'24"W 5.75' L138 N89'58'36"E 28,75' L139 SOO'O1'24"E 5.75' L140 N14'21'49'W 5.79' L141 N75'38'1 i "E 28,75' L142 S14'21'49"E 5.85' CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING CHORD LENGTH C100 9'17'44" 240,00' 38,94' S20'39'10"E 38.89' C101 0'06'03" 2028.17' 3.57' S02'26'03"E 3.57' C102 3'39'00" 2028.17' 129.21' SO4'57'34"E 129.19' C103 6'21'10" 240.00' 26.61' S09'57'39"E 26.60' C104 623'14" 240.00' 26.75' S21'49'26"E 26,74' C105 6'09'05" 860.00' 92.33' S85'20'56"E 92.29' C106 2'14'04" 1 575.73' 22.45' S76-38.12-W 22.45' 10/23 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JANUARY 12, 2016 BRIAN D. GILLOOLY 84457PLS EXPIRES: DUNE 30, 2025 JOB NO. 17253 SHEET 10 OF 101 9