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HomeMy WebLinkAboutSurvey 20877Deschutes County Official Records Steve Dennison, County Clerk 2022-30232 o`NJ�Cy< IIII II III IIIII I III IIIIII IIII IIIIII I IIII I III DISCOVERY WEST BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISI LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON DECLARATION KNOW ALL PERSONS BY THESE PRESENTS THAT NWX2 LLC, AN OREGON LIMITED LIABILITY COMPANY IS THE OWNER OF THE LAND SHOWN ON THE ANNEXED MAP AND MORE PARTICULARLY DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE HAS CAUSED THE SAME TO BE SURVEYED AND PLATTED INTO LOTS, TRACTS, PUBLIC ROAD RIGHTS -OF -WAY, PUBLIC ALLEYS, PUBLIC EASEMENTS AND PRIVATE EASEMENTS AS SHOWN ON SAID MAP IN ACCORDANCE WITH THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92 AND DO HEREBY GRANT ALL EASEMENTS AS SHOWN OR NOTED HEREIN: AND DO HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE RIGHTS -OF -WAY OF NW SKYLINE RANCH ROAD, NW CELILO LANE, NW BATH DRIVE, NW OCHOA DRIVE, NW STRICKLAND WAY, NW LEAVITT LANE AND THE ALLEYS AS SHOWN AND NOTED HEREIN; AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) AS SHOWN AND NOTED HEREIN, FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCES; AND FURTHER GRANTS A PRIVATE STREET LIGHT EASEMENT (SUE) TO DISCOVERY WEST OWNERS ASSOCIATION (THE OWNERS ASSOCIATION) ACROSS A PORTION OF LOTS 127 - 138; 143 - 146, LOTS 157 -164 AND TRACTS J AND M AS SHOWN AND NOTED HEREIN, FOR THE INSTALLATION AND MAINTENANCE OF STREET LIGHT UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCES; AND FURTHER GRANTS PRIVATE WATER EASEMENTS ME) ACROSS A PORTION OF LOT 138 AND 144 AS SHOWN AND NOTED HEREIN FOR THE BENEFIT OF LOTS 138 - 143; AND FURTHER GRANTS A PEDESTRIAN ACCESS EASEMENT (PAE) ACROSS A PORTION OF LOT 144 AS SHOWN AND NOTED HEREIN FOR THE BENEFIT OF LOTS 138 -143; AND FURTHER GRANTS PRIVATE WATER EASEMENTS (WE) ACROSS A PORTION OF TRACT J AS SHOWN AND NOTED HEREIN FOR THE BENEFIT OF LOTS 146 -156; AND FURTHER GRANTS PRIVATE WATER EASEMENTS ACROSS A PORTION OF TRACT I AS SHOWN AND NOTED HEREIN FOR THE BENEFIT OF LOTS 168-174 AND FURTHER GRANTS PRIVATE SANITARY SEWER EASEMENTS (SSE) ACROSS A PORTION OF TRACT I AS SHOWN AND NOTED HEREIN FOR THE BENEFIT OF LOTS 167-174; AND FURTHER GRANTS PRIVATE SANITARY SEWER EASEMENTS (SSE) ACROSS A PORTION OF TRACT J AS SHOWN AND NOTED HEREIN FOR THE BENEFIT OF LOTS 151-156; AND FURTHER GRANTS TO THE CITY OF BEND A SEWER EASEMENT ACROSS A PORTION OF TRACT J AS SHOWN AND NOTED HEREIN; AND FURTHER GRANTS TO THE CITY OF BEND A SEWER EASEMENT ACROSS A PORTION OF TRACT I AS SHOWN AND NOTED HEREIN; AND FURTHER GRANTS TO THE CITY OF BEND WATER EASEMENTS ACROSS A PORTION OF LOTS 134-138, 144,157 -160 AND TRACT J AS SHOWN AND NOTED HEREIN; AND FURTHER GRANTS TO THE CITY OF BEND A STORM WATER EASEMENT (SWE) ACROSS A PORTION OF LOT 167 AS SHOWN IN SWE DETAIL W ON SHEET 11; AND DO HEREBY ESTABLISH A PERPETUAL, NON-EXCLUSIVE, NON- DEVELOPMENT EASEMENT OVER THE AREA DELINEATED AS NON -DEVELOPMENT EASEMENT (OR NDE) WHICH EASEMENT IS HEREBY GRANTED TO THE DISCOVERY WEST OWNERS ASSOCIATION (THE OWNERS ASSOCIATION). THE NON -DEVELOPMENT EASEMENT SHALL REQUIRE THE OWNERS OF THE NON -DEVELOPMENT EASEMENT AREA TO REFRAIN FROM DOING OR PERMITTING ANY OF THE FOLLOWING IN SUCH AREA: (1) THE PLANTING OF NON-NATIVE VEGETATION; (2) THE GRADING, FILLING OR OTHER ALTERATION OF SLOPES, EXCEPT AS MAY BE REASONABLY NECESSARY FOR SAFETY OR TO PREVENT SLIDES; (3) THE CONSTRUCTION OF ANY STRUCTURES; OR (4) THE INSTALLATION OF ANY RECREATIONAL EQUIPMENT, STRUCTURES OR ANY OTHER INSTALLMENTS, WHETHER TEMPORARY OR PERMANENT. THE OWNERS ASSOCIATION SHALL HAVE THE RIGHT TO ENFORCE THE TERMS OF THIS NON -DEVELOPMENT EASEMENT. IN THE EVENT THAT THE OWNERS ASSOCIATION PREVAILS ON AN ENFORCEMENT ACTION UNDER THIS NON -DEVELOPMENT EASEMENT, THE OWNERS ASSOCIATION SHALL BE ENTITLED TO REIMBURSEMENT OF ITS ENFORCEMENT COSTS, INCLUDING ALL COURT COSTS AND ALL ATTORNEYS FEES, FROM THE PARTY AGAINST WHOM ENFORCEMENT WAS SOUGHT, INCLUDING, WITHOUT LIMITATION, THOSE INCURRED IN ANY BANKRUPTCY PROCEEDINGS. AND DO HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "DISCOVERY WEST, PHASE 4", HENCEFORTH TO BE SO KNOWN; dz/2' - 411/ 3 Zozz KIRK E. SCHUELER, PRESIDENT OF BROOKS RESOURCES CORPORATION DA E MEMBER OF NWX2 LLC ACKNOWLEDGEMENT STATE OF OREGON ) )SS COUNTY OF DESCHUTES ) ON THIS �3 DAY OF CbJ j USSR , 2D Z2— , BEFORE ME, PERSONALLY APPEARED KIRK E. SCHUELER, PRESIDENT OF BROOKS RESOURCES CORPORATION, MEMBER OF NWX2 LLC AND ACKNOWLEDGED SAID INSTRUMENT TO BE HIS VOLUNTARY ACT AND DEED ON BEHALF OF NWX2 LLC. PRINTED NAME: Sh P ,1 ICS M GLI' - C Ar S4 NOTARY PUBLIC - OREGON COMMISSION NO: � � Zte MY COMMISSION EXPIRES y�OW tl ZOZb MAY 2022 ASSESSORS CERTIFICATE I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES, AS REQUIRED BY ORS 92.095 TO BE PLACED ON THE 2022-2023 TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL BECOME A LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME. DESCHUTES COUNTY ASSESSOR: �� _ U )( � q 20-LZ ��� DA E I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE DESCHUTES COUNTY TAX COLLECTOR: W01.r4440 14IJ n�C �Ihdh= i/ w2Z 00 [T i V DATE APPROVALS THE PLAT OF DISCOVERY WEST, PHASE HAS BEEN APPROVED BY: DESCHUTES COUNTY COMMISSIONER: a �4 DATE DESCHUTES COUNTY SURVEYOR: CITY OF BEND PLANNING DIRECTOR: $-3-2022 DATE ZZ ATE CITY OF BEND ENGINEER: � 3 ze>ZZi DATE SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC. EASEMENT RESTRICTIONS 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 (PUE) 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. WATER RIGHTS NO WATER RIGHTS EXIST WITHIN THE BOUNDARIES OF THIS SUBDIVISION. WATER MASTER- DISTRICT 11: ".K 7�A n , 8' / -7iZ - VIV DATE DESCHUTES COUNTY SURVEYOR FlL.ED oos 2 z- BY: co t l (hs SHEETINDEX SHEET 1: DECLARATION, APPROVALS, AND ACKNOWLEDGEMENTS SHEET 2: PLAT NOTES, SURVEYOR'S CERTIFICATE, AND NARRATIVE SHEET 3: PLAT BOUNDARY, LEGEND AND SURVEY REFERENCES SHEET 4: LOTS 127-144, TRACT M, PUBLIC ROADWAYS AND EASEMENTS SHEET 5: LOTS 145-175, TRACTS I AND J, PUBLIC ROADWAYS AND EASEMENTS SHEET 6: LOTS 176-183, PUBLIC ROADWAYS AND EASEMENTS SHEET 7: LOTS 184-194, TRACTS K AND L, PUBLIC ROADWAYS AND EASEMENTS SHEETS 8-12: EASEMENT DETAILS SHEET 13: CURVE TABLES REGISTERED SHEET 1 OF 13 PROFESSIONAL D Q LAND SURVEYOR W L /� 8-3-ZA22 W W W.DOWL.COM DECEMBER 11, 2012 963 SW Simpson Avenue, #200 BRIAN C. COURSEN 8B998 Bend, Oregon 97702 RENEWS: 12/31/2023 541-385-4772 CS 20877m DISCOVERY WEST, PHASE 4 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 2022 SURVEYOR'S CERTIFICATE I, BRIAN C. COURSEN, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN THE STATE OF OREGON, THE LANDS SHOWN ON THIS PLAT OF "DISCOVERY WEST, PHASE 4", SAID LAND BEING A SUBDIVISION OF TRACT C, DISCOVERY WEST, PHASE 1, RECORDED JUNE 30, 2020 IN VOLUME 2020, PAGE 31149; A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 RECORDED DECEMBER 27, 2007 IN VOLUME 2007, PAGE 65925; AND A PORTION OF THAT LAND DESCRIBED AS EXHIBIT C IN STATUTORY BARGAIN AND SALE DEED TO NWX2, LLC, RECORDED JUNE 29, 2022 IN VOLUME 2022, PAGE 25828, ALL OF DESCHUTES COUNTY OFFICIAL RECORDS; LOCATED IN THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE "INITIAL POINT", BEING A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DOWL", MARKING THE MOST WESTERLY CORNER OF SAID PLAT "DISCOVERY WEST, PHASE 1", THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID PLAT "DISCOVERY WEST, PHASE 1", SOUTH 59" 13' 28" EAST, 148.34 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY OF NW CELILO LANE AND A POINT OF NON -TANGENT CURVATURE; THENCE ON SAID WESTERLY RIGHT OF WAY, ALONG THE ARC OF A 470.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 12° 00' 29", AN ARC LENGTH OF 98.50 FEET (THE CHORD OF WHICH BEARS SOUTH 19" 39' 48" WEST, 98.32 FEET) TO A POINT OF TANGENCY; THENCE SOUTH 25" 40' 02" WEST, 19.39 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY OF NW SKYLINE RANCH ROAD; THENCE ALONG THE NORTHERLY, WESTERLY AND SOUTHERLY RIGHT OF WAY OF SKYLINE RANCH ROAD, AS SHOWN ON SAID PLAT "DISCOVERY WEST, PHASE 1" THE FOLLOWING FIVE (5) COURSES: NORTH 64" 09' 44" WEST, 33.29 FEET; THENCE SOUTH 25" 50' 16" WEST, 70.00 FEET; THENCE SOUTH 64" 09' 44" EAST, 84.90 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A 535.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 07" 47' 27", AN ARC LENGTH OF 72.75 FEET (THE CHORD OF WHICH BEARS SOUTH 68" 03' 27" EAST, 72.69 FEET) TO A POINT OF TANGENCY; THENCE SOUTH 71" 57' 1 V EAST, 133.03 FEET; THENCE LEAVING THE SOUTHERLY RIGHT OF WAY OF NW SKYLINE RANCH ROAD, SOUTH 26" 49' 06" WEST, 205.49 FEET; THENCE SOUTH 35" 30' 01" WEST, 92.11 FEET; THENCE SOUTH 44" 08' 39" WEST, 92.86 FEET; THENCE SOUTH 42' 20' 50" WEST, 107.96 FEET; THENCE SOUTH 64' 40' 16" WEST, 108.08 FEET; THENCE SOUTH 82° 14' 46" WEST, 105.37 FEET; THENCE SOUTH 56" 48' 02" WEST, 72.40 FEET; THENCE SOUTH 16" 13' 27" WEST, 81.03 FEET; THENCE SOUTH 23" 44' 46" WEST, 85.05 FEET; THENCE NORTH 66" 33' 16" WEST, 168.00 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 555.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 12" 13' 10", AN ARC LENGTH OF 118.36 FEET (THE CHORD OF WHICH BEARS SOUTH 29" 33' 19" WEST, 118.14 FEET) TO A POINT OF NON -TANGENCY; THENCE NORTH 54° 20' 06" WEST, 60.00 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 495.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 01" 33' 08", AN ARC LENGTH OF 13.41 FEET (THE CHORD OF WHICH BEARS NORTH 34" 53' 20" EAST, 13.41 FEET) TO A POINT OF NON -TANGENCY; THENCE NORTH 59" 21' 43" WEST, 12.50 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A 270.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 34" 41' 17", AN ARC LENGTH OF 163.46 FEET (THE CHORD OF WHICH BEARS NORTH 76" 42' 21" WEST, 160.98 FEET) TO A POINT OF TANGENCY; THENCE SOUTH 85" 57' 00" WEST, 6.47 FEET TO A POINT ON THE EASTERLY LINE OF THAT PROPERTY DESCRIBED AS "ADJUSTED PROPERTY #2" IN EXHIBIT B OF STATUTORY BARGAIN AND SALE DEED TO NWX2, LLC, RECORDED JUNE 4, 2020 IN VOLUME 2020, PAGE 25754, DESCHUTES COUNTY OFFICIAL RECORDS, SAID POINT BEING A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE EASTERLY LINE OF SAID "ADJUSTED PROPERTY #2" THE FOLLOWING TWO (2) COURSES" ALONG THE ARC OF A 320.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 44" 32' 50", AN ARC LENGTH OF 248.80 FEET (THE CHORD OF WHICH BEARS NORTH 20" 35' 21" EAST, 242.58 FEET) TO A POINT OF TANGENCY; THENCE NORTH 01" 41' 04" WEST, 183.65 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE LEAVING THE EASTERLY LINE OF SAID "ADJUSTED PROPERTY #2", ALONG THE ARC OF A 1980.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 04" 20' 17", AN ARC LENGTH OF 149.91 FEET (THE CHORD OF WHICH BEARS NORTH 89" 35' 36" EAST, 149.87 FEET) TO A POINT OF NON -TANGENCY; THENCE NORTH 05" 25' 20" WEST, 113.09 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A 26.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 85" 5V 53", AN ARC LENGTH OF 38.96 FEET (THE CHORD OF WHICH BEARS NORTH 48" 20' 47" WEST, 35.41 FEET) TO A POINT OF NON -TANGENCY; SURVEYOR'S CERTIFICATE (CONTINUED) THENCE NORTH 15" 45' 36" WEST, 20.65 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 26.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 94" 01' 17", AN ARC LENGTH OF 42.67 FEET (THE CHORD OF WHICH BEARS NORTH 41" 35' 19" EAST, 38.04 FEET) TO A POINT OF TANGENCY; THENCE NORTH 05" 25' 20" WEST, 111.34 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 2503.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 00" 22' 46", AN ARC LENGTH OF 16.58 FEET (THE CHORD OF WHICH BEARS SOUTH 87" 12' 11" WEST, 16.58 FEET) TO A POINT OF NON -TANGENCY; THENCE NORTH 02" 47' 31" WEST, 70.00 FEET; THENCE NORTH 07" 27' 28" WEST, 118.42 FEET; THENCE NORTH 06" 21' 31" WEST, 20.00 FEET; THENCE NORTH 83" 38' 29" EAST, 26.24 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A 26.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 58° 39' 30", AN ARC LENGTH OF 26.62 FEET (THE CHORD OF WHICH BEARS NORTH 54" 18' 44" EAST, 25.47 FEET) TO A POINT OF REVERSE CURVATURE; THENCE ALONG THE ARC OF A 169.28 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 06" 18' 41", AN ARC LENGTH OF 18.65 FEET (THE CHORD OF WHICH BEARS NORTH 28° 08' 19" EAST, 18.64 FEET) TO A POINT OF TANGENCY; THENCE NORTH 31" 17' 39" EAST, 72.79 FEET; THENCE SOUTH 58" 42' 21" EAST, 10.00 FEET; THENCE NORTH 31" 17' 39" EAST, 30.57 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 285.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 03" 52' 15", AN ARC LENGTH OF 19.25 FEET (THE CHORD OF WHICH BEARS NORTH 32" 18' 57" WEST, 19.25 FEET) TO A POINT OF NON -TANGENCY; THENCE SOUTH 65" 3609" WEST, 5.06 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A 230.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 09" 39' 21", AN ARC LENGTH OF 38.76 FEET (THE CHORD OF WHICH BEARS SOUTH 70" 25' 50" WEST, 38.72 FEET) TO A POINT OF NON -TANGENCY; THENCE NORTH 14" 44' 30" WEST, 60.00 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 170.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 09" 39' 21", AN ARC LENGTH OF 28.65 FEET (THE CHORD OF WHICH BEARS NORTH 70" 25' 50" EAST, 28.62 FEET) TO A POINT OF TANGENCY; THENCE NORTH 65" 36' 09" EAST, 5.12 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 285.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 08" 13' 53", AN ARC LENGTH OF 40.94 FEET (THE CHORD OF WHICH BEARS NORTH 14" 10' 48" WEST, 40.91 FEET) TO A POINT OF NON -TANGENCY; THENCE NORTH 79° 56' 08" EAST, 70.00 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 215.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 24' 11' 12", AN ARC LENGTH OF 90.76 FEET (THE CHORD OF WHICH BEARS SOUTH 22" 09' 28" EAST, 90.09 FEET) TO A POINT OF NON -TANGENCY; THENCE NORTH 74" 29' 51" EAST, 109.36 FEET; THENCE NORTH 31" 17' 39" EAST, 20.00 FEET; THENCE SOUTH 68" 28' 20" EAST, 153.95 FEET; THENCE SOUTH 61° 55' 18" EAST, 60.01 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 530.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 01" 04' 52", AN ARC LENGTH OF 10.00 FEET (THE CHORD OF WHICH BEARS SOUTH 27" 43' 19" WEST, 10.00 FEET) TO A POINT OF NON -TANGENCY; THENCE SOUTH 59" 13' 28" EAST, 78.33 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A 26.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 101" 06' 16", AN ARC LENGTH OF 45.88 FEET (THE CHORD OF WHICH BEARS NORTH 70" 13' 24" EAST, 40.15 FEET) TO A POINT OF CUSP ON THE WESTERLY BOUNDARY OF SAID PLAT "DISCOVERY WEST, PHASE 1; THENCE ALONG SAID WESTERLY BOUNDARY SOUTH 19" 40' 16" WEST, 51.98 FEET TO THE POINT OF BEGINNING; HEREIN DESCRIBED LAND CONTAINS 16.10 ACRES, MORE OR LESS. A THE PURPOSE OF THIS SURVEY IS TO REPLAT TRACT C DISCOVERY WEST, PHASE 1 AND SUBDIVIDE AND MONUMENT A PORTION OF THE LAND DESCRIBED AS EXHIBIT C IN STATUTORY BARGAIN AND SALE DEED TO NWX2, LLC, RECORDED JUNE 29, 2022 IN VOLUME 2022, PAGE 25828, DESCHUTES COUNTY OFFICIAL RECORDS. THE NORTHERLY AND EASTERLY LINES OF THIS SUBDIVISION WERE PREVIOUSLY ESTABLISHED IN DISCOVERY WEST, PHASE 1 (R2) AND WERE RETRACED BY HOLDING RECORD COURSES AND FOUND MONUMENTS SET IN (R2). THE SOUTHERLY, WESTERLY AND NORTHERLY LINES OF THIS SUBDIVISION, WESTERLY OF DISCOVERY WEST, PHASE 1 (R2), WAS ESTABLISHED BY HOLDING THE RECORD COURSES AS CALLED FOR IN SAID DEED AND PROPERTY LINE ADJUSTMENT (R3). THE BASIS OF BEARINGS IS NORTH 71"57'11" WEST ALONG THE SOUTHERLY RIGHT OF WAY OF NW SKYLINE RANCH ROAD, AS SHOWN IN (R2). PLAT NOTES THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBERS PZ 19-0370 AND PLFP20220391. 2. A PUBLIC UTILITY EASEMENT OVER TRACT C DISCOVERY WEST, PHASE 1 SHALL BE VACATED BY THE RECORDING OF THIS REPLAT. UTILITIES ARE NOW WITHIN DEDICATED RIGHT OF WAY NW CELILO LANE PER THIS PLAT. THIS PROPERTY IS SUBJECT TO THE FOLLOWING, AS DISCLOSED IN DEVELOPMENT REPORT FILE NUMBER 540052AM BY AMERITITLE, DATED MAY 11, 2022: 3. DECLARATION OF RESTRICTIVE COVENANT REGARDING RIGHT-OF-WAY DEDICATION AND ROAD CONSTRUCTION, INCLUDING THE TERMS AND PROVISIONS THEREOF, DATED: JULY 2, 2015 RECORDED: JULY 2, 2015 INSTRUMENT NO.: 2015-26734 BETWEEN: RIO LOBO INVESTMENTS, LLC AND: MILLER TREE FARM, LLC 4. INFRASTRUCTURE DEVELOPMENT AGREEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED: NOVEMBER 16, 2018 INSTRUMENT NO.: 2018-45904 5. DISCOVERY WEST ANNEXATION AGREEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, DATED: MAY 30, 2019 RECORDED: JUNE 4, 2019 INSTRUMENT NO.: 2019-18492 BETWEEN: CITY OF BEND AND: NWX2 LLC 6. COVENANTS, CONDITIONS AND RESTRICTIONS, BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, DISABILITY, HANDICAP, FAMILIAL STATUS, MARITAL STATUS, ANCESTRY, NATIONAL ORIGIN OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW. RECORDED: DECEMBER 31, 2019 INSTRUMENT NO.: 2019-51542 SAID COVENANTS, CONDITIONS AND RESTRICTIONS SET FORTH ABOVE CONTAIN, AMONG OTHER THINGS, LEVIES AND ASSESSMENTS OF DISCOVERY WEST OWNERS ASSOCIATION, AN OREGON NONPROFIT MUTUAL BENEFIT CORPORATION. 7. EASEMENT OR EASEMENTS FOR ACCESS, UTILITIES, IMPROVEMENTS, ENJOYMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, AS CONTAINED IN INSTRUMENT, RECORDED: DECEMBER 31, 2019 INSTRUMENT NO.: 2019-51542 (NO PLOTTABLE EASEMENTS) 8. BYLAWS, INCLUDING THE TERMS AND PROVISIONS THEREOF AND THE RIGHT TO LEVY CERTAIN CHARGES AND ASSESSMENTS AGAINST THE SUBJECT PROPERTY, RECORDED: DECEMBER 31, 2019 INSTRUMENT NO.: 2019-51542 9. BARGAIN AND SALE DEED (WATER RIGHTS) RECORDED: MAY 21, 2021 INSTRUMENT NO.: 2021-31366 BARGAIN AND SALE DEED (WATER RIGHTS) RECORDED: JANUARY 13, 2022 INSTRUMENT NO.: 2022-01830 (THE PRECEDING WATER RIGHTS DEEDS CONVEYED WATER RIGHTS OFF THE PLATTED PROPERTY. NO WATER RIGHTS EXIST WITHIN THE BOUNDARIES OF THIS SUBDIVISION) 10. PUBLIC FACILITIES IMPROVEMENT AGREEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED: NOVEMBER 22, 2021 INSTRUMENT NO.: 2021-64975 _ DESCHUTES COUNTY SURVEYOR FlLED N10,512BY-- l i (,'S 2 0 8 7 7 - DISCOVERY WEST, PHASE 4 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 2022 C16 (R3)'- L33 (R3)- Cl 5 (R3)' N DRVE w �PUB``CL29 LEGEND • FOUND MONUMENT MARKED "DOWL" PER REFERENCE 2 C12 O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP C11 L27 (R3 MARKED "DOWL" L26 (R3)'- O SET 5/8" IRON ROD WITH 1 1/2" ALUMINUM CAP MARKED "DOWL" TRACT L- (R#)' RECORD DATA SAME AS MEASURED C, 0 C9 L22 C8 (R3)'-� J mQ N r 0 i M iq 1 C7 (R3)' W r ( 3 "v 0 STATUTORY BARGAIN AND SALE DEED v N 2020-25754 00 Zw 1 89 D 0 190 191 STATUTORY BARGAIN AND SALE DEED 2022-25828 (EXHIBIT B) (R3)' C13 (R3)' v35 34 33 0 0 a u 32 (R3)' P m �R31 - 31 'Q 019 L40 (R3)'. <' 144 'yR0 1.`y _fv /\ '10 K / TRACT M 7 w 4b 143 oCNoADR,VE NW A tr� 145 146 147 148 F 49 150 192 c~i Q 193 N 194 �'V lFq V�TT rc L18� `qhC 156 155 F�54`. 152 `6n Q` ," 46 �< �� soh co �^ Ira tA h�O eb TRACT 30 vry (R2)• 1 29 28 / 27 I 21 INITIAL POINT MOST WESTERLY CORNER "DISCOVERY WEST, PHASE 1" (R2) 176 177 151 ��5 E 178 N N� Gel xvo 179 cb 180 184 181 cb N 182 185 183 100 0 100 200 186 SCALE IN FEET V 187 DESCHUTES COUNTY SURVEYOR STATUTORY BARGAIN AND SALE DEED 2022-25828 (EXHIBIT C) F � O Z Z BYi /, 188 REFERENCES lU ( )R1 PROPERTY LINE ADJUSTMENT BY BRIAN C. COURSEN, LS 86998, FILED JUNE z76 " 17, 2020, DESCHUTES COUNTY SURVEY NO. 20240. ( )R2 "DISCOVERY WEST, PHASE 1" BY BRIAN C. COURSEN, LS 86998; RECORDED JUNE 30 2020, IN VOLUME 2020, PAGE 31149, DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED JULY 2, 2020, DESCHUTES COUNTY SURVEY NO. 20255. ( )R3 PROPERTY LINE ADJUSTMENT BY BRIAN C. COURSEN, LS 86998, FILED JUNE 30, 2022. DESCHUTES COUNTY SURVEY NO 20847. LINE TABLE LINE # I BEARING AND DISTANCE Li (R2)' S59°13'28"E 148.34' L2 (R2)' S25-40-02-W 19.39' L3 (R2)' N64°09'44'W 33.29' L4 (R2)' S25°50'16'W 70.00' L5 (R2)' S64°0944"E 84.90' L6 S71°57'11"E 133.03' L7 S26°49'06'W 205.49' L8 S35°30'01'W 92.11' L9 S44°08'39'W 92.86' L10 S42°20'50'W 107.96' L11 S64°4016'W 108.08' L12 S82°14'46'W 105.37' L13 S56°48'02'W 72.40' L14 S16°13'27'W 81.03' L15 S23°44'46'W 85.05' Lib N66°33'16'W 168.00' L17 N54°20'06'W 60.00' L18 N59°21'43'W 12.50' L19 S85°57'00'W 6.47' L20 (R3)' N01-41-04-W 183.65' LINE TABLE LINE # BEARING AND DISTANCE L21 (R3)' N05°25'20'W 113.09' L22 (R3)' N15-45-36-W 20.65' L23 (R3)' N05-25-20-W 111.34- L24 (R3)' NO2°47'31'W 70.00' L25 (R3)' N07°27'28'W 118.42' L26(R3)' N06°21-31"W 20.00' L27 (R3)' N83°38'29"E 26.24' L28(R3)' N31°17'39"E 72.79' L29(R3)' S58°42-21"E 10.00' L30(R3)' N31°17'39"E 30.5T L31 (R3)' S65°36'09'W 5.06' L32 (R3)' N14-44-30-W 60.00' L33 (R3)' N65°36'09"E 5.12' L34 (R3)' N79°56'08"E 70.09 L35 (R3)' N74°29'51"E 109.36' L36(R3)' N31°17'39"E 20.00' 37 (R3)' S68°28'20"E 153.95' 38(R3)' S61°55'18"E 60.01' 39 (R3)' IL S59°13'28"E 78.33' 40 (R3)' S19-40-16-W 51.98' CURVE TABLE CURVE# RADIUS CENTRAL ANGLE ARC LENGTH CHORD Cl (R2)' 470.00' 12°00'29" 98.59 S19°39'48'W 98.32' C2 (R2)' 535.0Y 7`47'27" 72.75' S68°03'27"E 72.69' C3 556.00' 12*13'10" 118.W S29°33'19'W 118.14' C4 495.00' 1°33'08" 13.41' N34°53'20"E 13.41' C5 270.00' 34'41'17" 163.46' N76°42'21'W 160.9V C6 320.00' 44°32'50" 248.80' N20°35-21"E 242.59 C7 (R3)' 1980.00' 4°20'17" 149.91' N89°35'36"E 149.87' C8 (R3)' 26.00' 85°50'53" 38.96' N48°20'47W 35.41' C9 (R3)' 26.00' 94°01'17" 42.67' N41°35'19"E 38.04' C10 (R3)' 2503.00' 0°22'46" 16.58' S87°12'1 VW 16.58' C11 (R3)' 26.00' 58°39'30" 26.62' N54°18'44"E 26.47' C12 (R3)' 169.28' 6°1841" 18.65' N28°08'19"E 18.64' C13 (R3)' 285.00' 3°52'15" 19.25' N32°18'5TW 19.25' C14 (R3)' 230.00' 9°39'21" 38.76' S70°25'50'W 38.72' C15 (R3)' 170.00' 9°39'21" 28.65' N70°25'50"E 28.62' C16 (R3)' 285.00' 8°13'53" 40.94' N14°10'48"W 40.91' C17 (R3)' 215.00' 24'11'12" 90.76' S22°09'28"E 90.09' C18 (R3)' 530.00' 1°04'52" 10.00, S27"43'19'W 10.W C19(R3)' 26.00' 101°06'16" 45.88' N70°13'24"E 40.15' F CS 20877a DISCOVERY WEST, PHASE 4 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 2022 LEGEND • FOUND MONUMENT MARKED "DOWL" PER REFERENCE 1 OR 2 70A O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL" �ry N C 00 S65°36'09'1N 5.12' � i9 'N o � O'• p uFOFTA/L . C16� �o Ar "W 109 3F' 7.43' �• n' B, 370 .TN O Sj4°29 3s9 g227� NSg42g22jyy7s 9S TRACT N STATUTORY 4Gr' r0 o TYP. PUE 7S2 27 .9 — — 2,000 S.F. BARGAIN AND > GZ TRACT M DETAIL'D' �\3S `99• \753 2" SALE DEED 4,602 S.F. °� .Oq' 0 \ 2022-25828 N65°36'09"E <'�, <9c, SHEET 8 0' \ S o a R�V 4 0 5.06' !�s?" �O �a tt, y 3 7 S, (EXHIBIT B) m oO N'2 7j06`, 137 0o q' QJ 3S Cis °00' S7g G7. oo0 s° 3,560 S.F. rV TYP. PUE \ o b 0 0 ' G1A .� PUE C1i\ \�� py ^�� 136 0o DETAIL'D'°0 3'007 S31°17'39'WDETAILm' SHEETS 9 o bb v q> 30.57' / SHEETS ��\ �.i �"' 3,469 S.F,v l N58°42'21' W i9 C Mo ! �' / 9� c �` o' 135 �S9°7 70, / S F>F2jF 1 2g 7 OFl 2� 3,465 S.F C44 ^� 701 C \ �SFl�j.7�q TJ 2S' SyFFT 6� :�`5� ►�� L=8.39' \ ti 833• ry' of / S7 70 72 134�q�°6+. S S9°7,j2 try ^a rya <o Cq�°72 9TF/1F 36 0q, 2� 3,913 S.F. , o� Q / \ S9°73 B 7 G \ 19 0 O SET 5/8" IRON ROD WITH 1 1/2" ALUMINUM CAP MARKED "DOWL" ❑ SET 1 1/8" DISC IN CONCRETE MARKED "DOWL" (R#)• RECORD DATA SAME AS MEASURED L= CURVE LENGTH SLE PRIVATE STREET LIGHT EASEMENT SSE PRIVATE SANITARY SEWER EASEMENT PUE PUBLIC UTILITY EASEMENT WE PRIVATE WATER EASEMENT PAE PEDESTRIAN ACCESS EASEMENT O WATER EASEMENT TO CITY OF BEND, INCLUDES SLE TYR TYPICAL C# SEE CURVE TABLE SHEET 13 ^���� 7 477 1938f772�, '1C7 gC7i' C NS842 7 S 2� o^h OQ ry TYP. PUE �` V^ djBO 7, 3S\S p� n D ?+r. 3 i 0 y`� DETAIL'B' y� ,o�. SO O%, v7 00' OFT S<F �� ..a ^o SHEET 8 \ 7 c ? �Q EASEMENT O F,p 3g>g, `47YF�7<;9 h' h �% ^p'o' n PUE 07g, 30 Nso° DETAIL'B' p \ T72 ,� a0 y > DETAIL'C' �342 70' 7a q2• SHEET 10 `. q� dy V ^y 133 ^,b SHEETS �0" Q� O/SCp y my q 7°. PUE L ^\i F OFT q9• . ,, n0' \ 6 J G / DETAIL'E' 139 990 o d , �`� T>2AQ oN M , 4,989 S.F. 5.01' 3 Ay s'P SHEET 8 0' �. ,J 3,572 S.F. Doti C50 7 s` i L=8.98' 703>6 3000" �� �\ S83°38'29"W G1e /� 2 N6T, oo a ^^�0 132 26.24' q°j ,� ^ ,�S.F ryry OOI S S 0 S�q2, y. ?O0. 4,405 S.F. ^ SS9° `n q. p 0• � i �� 27° \ ^� n .30 i S4 2 39 73, n / EASEMENT F7 v try 00, F q�' 30• 20. 140 0p23' `10 y� ,� DETAIL'C' 33>,, o� \ / �� 131 A� TYP. PUE k, ev / !� 3,732 S.F. / h �'q20j" � b SHEET 8 0 , 0 N o J r�' i SHEET 10 rV �'� 4,693 S.F. ^ N Q j 130 TRACT L CSS U M N75°49'13,11 10 N W Co ��' 2" 3,591 S.F `N 3 2,441 S.F. 141 5.82' 3 ; by 2j 3'°°, n�0 129 ti L PUE DETAIL'DD' PUE o r i `Oo by 3S4,717 PUE 0 1, / DETAIL'G' 3,737 S.F. % r 144 `dry^o 00• `y '� N' Lv DETAIL'A' SHEET 10 / U / SHEET 8 r ^ = O \ w_ °j p of ^� S ` ``39 ^� 128 ^ SHEET8 Q w y 18,193 S.F. IYS 30, 4 n \ N83052'09"W 100.89' ' ,� 00 20 'l 4 v - 4,452 S.F. nryo. ( WE DETAIL'A• 2 Ns8° 3 y 2 .. N 142 SHEET 10 .00" ea n� \ • yL� q22j BOO, oo �� v / �n ryN C 3,478 S.F. c i @�F i n N N �I �� 127 /� l n r w S8805554"W 99.42' fO ' NS8° ?3509' •Ct- 2�Os" `�` 5,957 S.F. U 2� w i PAE DETAIL / 42. ,7 3°` z o o f N o f SHEET 12 .' 27�22 \ /1%O %J o z PUE 143 0 0 ry rs7 \ qo ,839_ <., o N z u? OETAIL'H' m "' o r 09 5°jj 867, SHEET 8 3,488 S.F. m ,�.� m , C539' ,tip Cq2 L=13.41' g2 V \ Cq C61 10 10' L — _C54L�8.83'--�----- �- G GO'6 ' 3 .q �7Sh ci C55 L=112.24' O^�OA �IE / '61O � 420o h0q p929 nm °yry Ln� 2 w C27 L=146.52'1sA4?62 �vo 40 0 G1101'� VL9 �o a r6'3 C o °o SCALE IN FEET tp so s� A ,o• 10' —1 145 SEE SHEET 5 REGISTERED 156 PROFESSIONAL LAND SURVEY03 ��DOW L DESCHUTES COUNTY SURVEYOR k_ - - WWW.D OREGON FILED os ZZ gy. S DECEMBER 11, 2012 963 SW Simpson AV BRIAN C. COORSEN 86998 Bend, Ore 40 CS 20877- IN 133 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, F 132 LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, ^^� g2�'gOqes 131 yFFj. CITY OF BEND, DESCHUTES COUNTY, OREGON s1 MAY 2022 as �h \ N S 130 DISCOVERY WEST, PHASE 4 LEGEND L" FOUND MONUMENT MARKED "DOWPER o REFERENCE 1 OR 2 0 O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP w MARKED "DOWL" n O SET 5/8" IRON ROD WITH 1 1/2" ALUMINUM CAP N o MARKED "DOWL" Lam , ❑ SET 1 1/8" DISC IN CONCRETE MARKED "DOW L" Ct (R#)" RECORD DATA SAME AS MEASURED L= CURVE LENGTH SUE PRIVATE STREET LIGHT EASEMENT SSE PRIVATE SANITARY SEWER EASEMENT PUE PUBLIC UTILITY EASEMENT WE PRIVATE WATER EASEMENT OS SANITARY SEWER EASEMENT TO CITY OF BEND Q WATER EASEMENT TO CITY OF BEND SWE STORM WATER EASEMENT TO CITY OF BEND TYR TYPICAL C# SEE CURVE TABLE SHEET 13 M0 1< DESCHUTES COUNTY SURVEYOR N �I1,ED �$ as uz gY; Cal s 200,S�F tise N�ys� Ig227 N31°17'39"E 3.50' \ \2pC771 "9 IN '?s �'F✓ 5 74. �90 161 S58°42'21'E ry 1� / PUE h° °d Ni S670 ' ' 7, / PUE 7 c, yS84207• 1.95, / 4� / 2j / v N 162 ' N DETAIL 1 " = 10' .00, ^ ' 1 4 129 see IV 144 = > \ Nseq 2,76p9•�0.06, S \ �A 128 0 161 4,140 S.F. '10" CNOPOR�vE 160 ?992's\ ° \ ^°� o NW / ,56'° 3,836 S.F. oo, / , ' y C27 L=146.52' — _ _. �.'LA1,p6 00, �F,q 6�' /i0� " 162 ° /\1/ 10 v '� q 2v 159 's /�� 3,292 S.F. 'b o d0° 4,122 S.F. G A C7j4 �05 I PUE / Ct-11 C, i DE IL '� 163 �y L=10.20' SO m C103 L-108.01' �, , _ - L'p8 0',p F SHEET 9 m N ^? 2,654 S.F. ��' <.g 772 94' C101 L=72.20' C102 _ _ C1� N19'56'1 VW . 158 pp 1�/ U �� S0 , L=30.02' - - — - - - - L=32.81'- - - - 19.24 u:� O 19 M� S -- t- — — — ' L=7292 _ �p°2a26 S.F. -j g , 9 2 1 1 64 m 'ID' — -I S84'34'40'Wg0 Jy^ C119 seq. _" d- 10' ` 40"E 75.00' �- 20.00' 3,186 S.F. �� PUE DETAIL'1' � N84'34' 1 0 — -i � / .p \ g ya r SHEET 8 Q ' m PUE DETAIL'N' 1'-m 157 'i9 °g "° 4< O `fig 165 145 _ SHEET9 I 4,851 S.F. O5/ PUE �26e , <� 0y, n ETAIIL'O' 3,310 S.F. A 20.00' � j o 156 in 10' 10' i PUE DETAIL'O' �,'%'Gg'�' ,j,0° .ye DETAIL'S' S yysq° SHEET9 4,345 S.F. r �' O � 3,525 S.F. 0 SHEET9 35 626 10' SHEET 9 3 S \'479+ 3S7 ^,y° a 2.W PUE Ay G �"� 1'l �.' 0° 679; 64 z /1 7, " !L II S84°34'40"W 75.00' - - 3q'40'E 75.00' I "o� Ca �,%QGg2' �Gy . 1q0�' C1 171 ^'� TYP. PUE 4.79� 7j2)S 66 o I N84° Cie O 1 3,269 S.F. y�y�' DETAIL'R' _� 7B0 y 4,377 S.F. 0 /�� 1 ET _ I TYP. SSE DETAIL'A' 9q g3 �'• 1-2.09 PUE C OA 1 70HE 906 dS qee• sgiq 3577 TYP. PUE in SHEET 11 S \ S7 �b r 79 DETAIL'Q' N '-0 146 N 0 155 659� S�OFr 32, 2,789S.F. y' QJ�'709 SHEET9 r3,375 S.F. J r 3,525 S.F. �10 \ Sy q/(� ' p P 0� u6 3) a _._ C \ FPr C,\/I, .0 7C.� ry." 7. C113 L=5.69' I 7yp. PUE DETAIL 1 1 TV. YUC Ut IAIL "M' I \ ' 77 v ,yam d . vv A TYP pUE \z/ �G� / SHEET 8 •a WE SHEET 9 y ce \ \ �B, 674 2,788 SHEET9 _ I S F. DETAIL'R' C� "o Ci ,y \ \ qe° TYP. SSE ,,-�o`P S84'3440"W 75.00 con -- N84°g4'40"E 75.00' L a 8 r J „"' \ DETAILS' p SHE Q 3 W D \ \ SHEET 11 fib° 168 Z 147 0 -�i r o N 12.05' 31"ETg 58 2,786 S.F. 1O '� 0 154 4 Cn i -Ig°OT i SS, 2 q 4,�SWE DETAIL W g L 3,375 S.F. v v r R1 N o Fp \ S YT o o 3,526 S.F. -( SHEET 11 rn I Z J I N TYP SSE DETAIL'A' N I 2.00' PUE 172 �1 SyFFTq/< / �. yFFT70 '�70 67 H N 1 i 3,183 S.F. 77 O• \ o <O, \ -oo•@7 �b b 1 bo / SHEET 34'40"E 75.00' �? i' ' �� \ \F 3,584 S.F. / N 1 S84'34'40"W 75.00' a ` r o� , ,' , \ TYP. SSE D ' ' N a T9 5 iv ,' ,' \ e SHEET 11 o 148 \ S73 p7 31.W IN,IN N o \ 3 / oB I 3,375 S.F. T 3 0 153 an/ 173 TRACT I \ \ NF m N c 3,5< c `° , , ,' \ \ 25 S.F. N \ PUE DETAIL U I z o 3,183 S.F. 20,844 S.F. \ \ 3: f SHEET 8 WE TYP. PUE DETAIL'M' i N m �- PUE DETAIL T f o I a SHEET 9SHEET9' \ Z 'ar> a , N S84-34'40"W 75.00 _ _ _ 19 58 (L 'E 75 N84°3440 .00, L g9307' � \ /178 o WE DETAIL'D149 ioin 1 SHEET 113,375 S.F. 152 NN ov 3174 525 S.F.Ai 0 1--- 2.00' PUE I n a o 3,183 S.F. z 11�' / w 0 384'34'40"W 75.00 - - N84°34'40"E 75.00' 1 V179 5a a I 20.00' 1 ST3 OT'31 N 5 N TYp. SSE DETAIL'A' o i �;- 179 °v> I L-PUE DETAIL w , 9 N 150 OS I - _ SHEET 11 i 'U' SHEET 9 175 G1'L 2 / r a 1 - - 3813SF 26 4,749 S.F. I i- 151 I m r PUE DETAIL'K' 4,440 S.F. a SHEETB L B 1 PUE SHEET 8 10' 0101 I C12� ETAILV 10' 10' / C99 L=75.91' L=.8.65' �- C96 C95 L=75AT C100 L=82.6T Y� NW CELILO LANE C97 L=103.77' 0 M � / C30 W L=30.15' 0 W M 2 � W I I 183 18 1184 182 G7j 40 180 181 127 C84 177 176 N I 0 SCALE IN FEET 40 N 0 Go V b CS 20877= DISCOVERY WEST, PHASE 4 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 2022 LEGEND FOUND MONUMENT MARKED "DOWL" PER REFERENCE 1 OR 2 SET 5/8" IRON ROD WITH YELLOW O PLASTIC CAP MARKED "DOWL" SET 5/8" IRON ROD WITH 1 1/2" O ALUMINUM CAP MARKED "DOWL" ❑ SET 1 1/8" DISC IN CONCRETE MARKED "DOWL" (R#)• RECORD DATA SAME AS MEASURED L= CURVE LENGTH NDE NON -DEVELOPMENT EASEMENT PUE PUBLIC UTILITY EASEMENT TYP. TYPICAL C# SEE CURVE TABLE SHEET 13 IF] FILL HAS BEEN PLACED ON A PORTION OF THIS LOT ti H w uj w W U) 184 185 I I -w, GEL�L� LPN V• / o / w G� 6 �sZk 9 0 0 0 TRACT HWskyl7jy F 1 40 0 40 SCALE IN FEET 71 0 co v v 'S20877= DISCOVERY WEST, PHASE 4 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 2022 LEGEND SEE SHEET 5 • FOUND MONUMENT MARKED "DOWL" PER REFERENCE 1 OR 2 151 O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL" Ll�o I I I O SET 5/8" IRON ROD WITH 1 1/2"ALUMINUM CAP MARKED "DOWL" NW CELILO LANE 0 C32 L=249.40' C31 L=219.25' — — O— C30 o 0 L=30.15' 0 L=33.69' 0 o C62 r C124 L=132.65' M Jo 72.00' PUE 30.00' 1 30.00' 1 oj 10' 10' � M 189 coi 7,942 S.F. cd o m �1 0 o m - 'D'TYP. PUE DETAIL N Z � w n '6 L{ SHEETS o 1 m L ao 1 ^ Z 3 I m } w I S89`11'25"W 127.28' V o coioo o r o M 3 190 Z _v Z v� 6,758 S.F. ao N o y Z W o } i uJ I r Q I-2.00'PUE Y z o 0 - N86'57'04"W 122.38' m o N /y b0" � �4 C63 1 C134 191 FW S10'40'40'W L=22.48' 6,241 S.F. 3 1 20.45' \ Z 5.0: C84 mh tp _N Y 1 N80-3936,w 71 PUE DETAIL'AN 8-83' m N m O SHEET 10Lc h / 1 :Q /� J 192 �/ N If6,024 ] S.F. PUE DETAIL X SHEET9 PUE DETAIL'Y U I r SHEET 9 6 PUE DETAIL'BB' 193 U / SHEET 10 5,900 S.F. o N / J U O U 7 vi 7 00 p11� `� . 1 j34p' U o L=38.36' 10, C66 101, / 194 U / 6,186 S.F. f0 0^ N � 7 ry0 U/.'.�`. 'no U I h A•� 130 <, N59'21'43' W _ L _ ,r 98 �7, 12.50' ci U PUE DETAIL Z' 8p 5\ �'�� 60 ,tip SHEET 10 opo. .; � giyF 3000, \ o0 C5 Lr16 'O �o / 3000, 185'57'00"E 6.47' 3 46' \rys92 7y ^�. co � S59'21'43"E 12.50' ti v C4 L=13.41' 6'? O C74 L=120.75' 184 9,444 S.F. IF] N86'08'50"W 125.27' 185 9,055 S.F. IF] N86'08150"W 129.80' 186 9,372 S.F. IF] N81 °31'38—W 1 187 13,379 S.F. IF] 7'301 s35 E 17343 w w N 0 z 1 Im. [�F7 N67, �3g s83p'kv F �o co LIJ W III LLJ ❑ SET 1 1/8" DISC IN CONCRETE MARKED "DOWL" (R#)' RECORD DATA SAME AS MEASURED L= CURVE LENGTH PUE PUBLIC UTILITY EASEMENT NDE NON -DEVELOPMENT EASEMENT C# SEE CURVE TABLE SHEET 13 IF] FILL HAS BEEN PLACED ON A PORTION OF THIS LOT DESCHUTES COUNTY SURVEYOR 40 0 FlLE� 08 OS 2ozz BY` Cali /JS SCALE IN FEET 40 N 0 co V C$ 20877 ALLEY 6.00' PUE $ I m PUE PUE _--L- -, ol° Iz S31°17'39"W- �L 6.50' - - 6.50, J 4.00' S59°13'28"E W 128 127 z PUE DETAIL'A' 1"=10' DISCOVERY WEST, PHASE 4 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUWTY SURVEYOR CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 2022 MED OS os Zv226Y� Co l I i S ALLEY I 0 PUE oo PUE - - - 1 - S31°17'39'W--"'I 1 4.00' L 6.50, - - 6.50_ J�'--N31°17'39"E S59°13'28"E 4.00' w 130 po Z 129 133 0 132 z J Z O 0 O U TYPICAL PUE DETAIL 'B' 1 " = 10' ? o p ALLEY CN N31°17'39"E _ 6 13.16' -} 1=14.84' R=123.50' Zo I S31°17'39'W u' 7.00' PUE - - 2.00' PUE 1 - R_=116 50' ry`v Q �- ---- R=289.00' / y L=9.88' � 7 iry V 138 / L S50°47'30"W 4.00' r aZ PUE DETAIL T 1 " = 10' N� OI C` m \2s2 148 \ �S PUE v&" D 10.00' S84°3N40"W r w / PUE / `y" N / to !� 149 N /ca /ry 0 N vl uc ml PUE DETAIL'J' 1" = 10' ALLEY -I 2 PUE S29 7 33jF � 132 z 6.00' PUE PUE A0319"(G i i 9891 PUE DETAIL'C' 1" = 10' w al al` tV I I N87°58'64"E 4.00' W L 141 H , n Of I PUE ^IN D 6.13' I Ni r r N83°52'09"W m N PUE o � u I m i �142 S87°58'54'W N I 4.00' N of o � m PUE DETAIL'G' 1"=10' OI O 84'34'40'Wm .00' 150 LR=1980.0o' N84°34'40"E4.00'5°25'20'W.37'2'980.00' N NW CELILO LANE PUE DETAIL'K' V = 10' ALLEY 2.00' PUE 2.00' PUE of I --- i PUE o PUE r--- L 6.50' - - 6_50_ J e 13.00' w z F 135 ° 134 137 0 136 146 0 147 U TYPICAL PUE DETAIL'D' 1" = 10' f/i I I I I o o m m I 143 w m NI ; o I� cl p c o - %y u PUE 5.00, NW OCHOA DRIVE N PUE DETAIL'H' 1"=10' �'NZIIII L N84°40"E -9 0oPUE 151 8843440"W 90 .ocn NZ a NW CELILO LANE Nn V TYPICAL PUE DETAIL'L' ill = 10' ALLEY ---�R= 149.28' N31 °17'39"E 2.00' PUE 2.00' PU-E - mzt r-IPUPUE E �S58°4 2-'21 "-E5L 570 - J N58°42'21'W� - S30°38'46W 4.00' 4.00' rn 140 0 139 PUE DETAIL'E' 1" = 10' NW OCHOA DRIVE L=30.02' N5°25'20'W - - tN N1�7.16' YYYYYY 4 r S64°34'40'W v o0 c r4.00' m� - 1 W I 145 m o I� N 3 I r o PUE n I� N Z I \I \ o �_ `-N84°34'40"E N c l 4.00' ly ml U PUE DETAIL T 1"=10' LEGEND O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP PUE PUBLIC UTILITY EASEMENT MARKED "DOWL" WE PRIVATE WATER EASEMENT L= CURVE LENGTH © WATER EASEMENT TO CITY OF BEND SLE PRIVATE STREET LIGHT EASEMENT TYP. TYPICAL SSE PRIVATE SANITARY SEWER EASEMENT C# SEE CURVE TABLE SHEET 13 SO SEWER EASEMENT TO CITY OF BEND c$ 20877 ' 44( F 1- 153 155 N84_3440"E r 9.00' I� PUE N84°34'40"E I COMMON E of 'c �1$ PUE 1� 9 00' L $84°34'40"W 152 154 r m DISCOVERY WEST, PHASE 4 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/41 AND THE SOUTHEAST ONE -QUARTER OF (SE1/41 OF SECTION 35 TYPICAL PUE DETAIL V 1"=10' o\ � PUE o\ 168 j PUE 170 16.50' _ ao 167 N 169 I N U TYPICAL PUE DETAIL 'R' ill " = 10' R=505.00' L=5.04' pUE N08°30'59"W-I 5." R=510.00' L=5.04' 183 L=5.05' 'SOS°30'59"E pUE 5.05' 1 6 R=510.W L=5.05' 182 PUE DETAIL'W' V = 10' TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY SURVEYOR CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 2022 FILM ©8 05 Z BYE Co l i'lS 157 TRACT J N84°34'40'E — — — — — — - - — — 22.oa 9.00' gI o PUE 1 �I � I r o � — N84_3440"E — , I I NI PUE r+ � 15.00' roI I NI m WI NI I I� ZI o L S84_34'40"W NI 1 N 9.00' `� 5.00' m 1 56 '� 15.09 N84°34 w"E 1 $ 1 N ALLEY ml I PUE DETAIL 'N' 1 " = 10' R=12.00' L=4.38' '1t 4( 4Y ` 74, \ AG �971' \� F Ssae 30900, \ N35°45'41"E 04p 9B \ 171 4.00, lC ` I N U PUE DETAIL'S' it, =10' 184 Q N86°08'50'W 3 �5.00' G oPUE-1w N Y 5.00''�I N86°08'50"W !Y y 9PUEq z cow Z�586°08'50"E wj 5.00' 185 N PUE DETAIL'X' ill = 10' 157 R=329.00' ' L=6.29 i N30°27'21'W PUE 4.00'� 1 NP: R-329.00' L=6.80' S30°27'21"E / ^ � \ Iq 11 1J11 PUE \�tioo ' ft PUE DETAIL 'O' it, =10' PUE DETAIL'T' 1 " = 10' N81°31'38'W r5.00' 186 o 2 1 s R=555.09 L=5.00' I��R=560.00' PUE I' L=5.00' I a' R _ ' co L=5.00. N81 °31'38"W PUE ��R=560.00' Z L=5.00' S81°31'38"E 187 5.00, N PUE DETAIL'Y' ill =10' / / 160 /o S�F N140ip1�E 1556' /tio h o PUE O• 159 of ^� PUE 2/ L J /4' Q PUE DETAIL 'P' V = 10' 174 i NI Ir S84°34'40'W c 1 4.00' ImL_— I PUE NI$ N13°OT31"E r m PUE rlo m I N I �:N84°34'40"E I— 4.00' 175 m1 N I i V I V PUE DETAIL'U' 1 " = 10' LEGEND TYPICAL PUE DETAIL 'Q' ill " = 10' 176 p 178 180 10 /1E ,;o 177 179 181 TYPICAL PUE DETAIL'V' V=10' O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP PUE PUBLIC UTILITY EASEMENT MARKED "DOWL" WE PRIVATE WATER EASEMENT L= CURVE LENGTH © WATER EASEMENT TO CITY OF BEND SLE PRIVATE STREET LIGHT EASEMENT TYR TYPICAL SSE PRIVATE SANITARY SEWER EASEMENT CIF SEE CURVE TABLE SHEET 13 QS SEWER EASEMENT TO CITY OF BEND t3� N 0 V V CS 20877 DISCOVERY WEST, PHASE 4 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35 2 R=555.00' coL=5.00' 23 \ �N66°33'16'W 5.00' F /-R=560.00' 00, / L=5.00' PUE DETAIL'Z' if, =10' TRACT M ryo6 5.� ry0 P6 0 , 137 7q v R=210.00' tsih sg,. L=6.71' 4/y-s o017'39"W *41, Ott 110 Nn, V EASEMENT DETAIL'A' 1"=20' 171 TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, [FILED ESCHUTES COUNTY SURVEYOR CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 2022 08 �ZOZL BY.- Co 1.d S 71 a� 0 N \ \ 2 191 °°\ . \� o PUE j u 10.00' \ Q S80°39'36"E PUE / 00 /O �h a a. N of 192 tV I PUE DETAIL 'AA' V=10' / / / Q O N / N73°22'51'W 4- 4.00' a 193 [(/ PUE / R=366.00 J 6' /iy ��L=6.50' � Q � pq, PUE / �3F /\-R=366.00' �u r J L=6.50' Q/ S73°22'51"E N/ 4.00' N ' / 194 PUE DETAIL'BB' 1"=10' S38°58'12'W 5.00'� L=10.18' r I6 S36'57'34"W WE s.00^LQ o 1 ° o 10.00' 1 10.001, -�,o, i o 1N 3 I p, I , 10.00'1 28.27' 28.89' 5.14' N31°17'39"E ,I(W, v S58°42. V 10.00'J . Y ---------------------------LI N31°1T39"E 60.66' 5.00' 11 1.02' 2.00' SUE ---I I W I I N Z 'a I I N r I co EASEMENT DETAIL'B' ill =20' fiFl��i • • �il�? 167 00,7 V N54°18'46'W 207.46' �} � 20.00' QS 20.00' OS N54°18'46'W 212.44_ 1 TRACT EASEMENT DETAIL'D' ill =30' -� I--2.00'SUE N31°17'39"E 5.00' O I I a O N58°42'21"W 13.00'-It _ho I � a 144 S31°17'39'W 5.00'-->M N z w S31°17'39'W5.00' W z o N v J o W m WI o _ NI N Z z z I N31°17'39"E 5.09-! 1 71.96' I PUE DETAIL 'CC' V=20' EASEMENT DETAIL'C' if, =20' LEGEND TRACT L � R=26.00' I / L=7.55' N� ' I ro/ rye/ o° L l U ary�' I PUE �\ N N N I n u � I m 1 PUE DETAIL'DD' ill =20' 143 �42 141 140 139 138 10. pp, WE _ N14°10'47"E 54.41'l _ R=2573.00' y01°�p6W 62 g3 N31°1T38f 6Q 66, R-285.� L=10.00' L=8.98' 1 A 558°42'21"I Y•+ 1.02' Zk ot-ON1_o WE DETAIL'A' V=40' ��� W O �j 0 O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP PUE PUBLIC UTILITY EASEMENT MARKED "DOWL" PRIVATE WATER EASEMENT L= CURVE LENGTH OW WATER EASEMENT TO CITY OF BEND SLE PRIVATE STREET LIGHT EASEMENT TYR TYPICAL SSE PRIVATE SANITARY SEWER EASEMENT C# SEE CURVE TABLE SHEET 13 SO SEWER EASEMENT TO CITY OF BEND 3 N co co V e C$ 20877- DISCOVERY WEST, PHASE 4 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE QUARTER OF tQP4/4 OF SECTION 35 i I ' 00°5 '46'W 5.01' M , 0 ci L=3.05' S00°55'46"E 8.60' 2-4 - W - °� " 156 155 J Ma c i In OI Q S05° 5'20"E 104.00' = N R=240.00' L=16.73' 16.00, WE 0 <.iR=2498.00' �L=12.22' I _I____________________ ________________r S05°25'20"E 88.21' -- -- I TRACT J o 1 1 plo Mlo d,N 2.00, SLE 1 N I 90.04' �� Za 145 WE DETAIL'B' 1"=20' 146 153 1 152 1 151 154 IW to olo _11.67' -lwZZ i S5°25'20"E W Ip Ala I� of N °y Z IZ I 147 j - S05°25'20"E 129.74' o ' o b 15.00, WE v V 11 W I � N05°25'20'W 107.78' � J Z ------------------------------------------- a ' TRACT J M old y �Iv ryleh W I IN ' 10.00' 10.00, I 104.41' Z 148 149 WE DETAIL'C' 1"=20' 150 Z TRACT TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY SURVEYOR CITY OF BEND, DESCHUTES COUNTY, OREGON 0 osZoZZ CoII�✓1 S MAY 2022 �LW BY. 168 Z 167 170 0 169 2 O 0 O N35°41' i 10.0010 .00, N35°41'14"E 10.00, SSE '✓/0.00' 20 00-- I20OS ---- TRACT I---- �V TYPICAL SSE DETAIL 'B' 11,=20' --------------------- S84°34'40'W I NOS°25'20"W 151.18' ��' R-445.00'- 10.00'I 10.00' WE L=10.44' 16.33' I S05°25'20"E 154.18' 172 1 173 1 174 1 175 WE DETAIL'D' ill =20' _"QZa S35°41'14'W ' •VVV SSE I—S35°41'14'W — — — — 10.00�� 10.00, 10.00, T 20.00' OS ----— —TRACTI --- �V SSE DETAIL'C' ill =20' 444 ESQ;4 o� wow SWE Vlro m� 1 O 167 ' ^^G�� N SWE DETAIL'A' ill =10' 152 0 151 154 Z 153 156 2 155 W O U o:, 10.00' 10.00' Q ol- �10 OIIO SSE R MIN L6IM *N---- 3 S05°25'20"E 305.99' z i TRACT J 20.00' O z S O W U 2 � Za TYPICAL SSE DETAIL 'A' 1"=20' TRACT O S54°1846"E 22.45' T 16.83' T10.00'T — — Ip I I I SSE pl Z >I J SSE I6 1 � , V, 16 ' Iro 1 W I �. co l I la ,UI z w I I OI I NI Z 1 , I I 2s I I I I I I \ \\\OP I I I I 2.60' I l� I so.l SSE DETAIL'D' LEGEND 11,=20' O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP SWE STORM WATER EASEMENT TO CITY OF BEND MARKED "DOWL" WE PRIVATE WATER EASEMENT L= CURVE LENGTH © WATER EASEMENT TO CITY OF BEND SLE PRIVATE STREET LIGHT EASEMENT TYP. TYPICAL SSE PRIVATE SANITARY SEWER EASEMENT C# SEE CURVE TABLE SHEET 13 SO SEWER EASEMENT TO CITY OF BEND 208»_ DISCOVERY WEST, PHASE 4 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY SUWVEY® CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 2022 Fij.ED O 0 Zo2z_ 134 v w�� Op 00 63, 00 9 Rogo �Ncy p U WTR DETAIL 'A' 1 " = 10' .135 12\�lc �y > Poll .� Itiiys �2,yv ?pp• .,� Jy� Ro oc�,�^'Cy N .v WTR DETAIL 'B' ill =10' NW OGNOpOR`V� _� N19°29'28'W yy 5.09 N a 157 1p TRACT J Nn U WTR DETAIL 'C' 1" = 10' �42 141 140 143 139 PAE o S3j,1j3g"WqDm O PAE is 501'��E3639 /134 S66°09'05'W 17.72'144O �S00"50'41"E4.55'40 O0 1r PAE DETAIL 1"=30' WTR DETAIL 'D' 1 " = 10' LEGEND O ' P ' O ' de�' N45'50'56'W O (�� 5.00' ?* cb�i . 6/ 6' eh °O 160 S4°4127"E' 5.00N �y s� 159 U WTR DETAIL 'E' 1"=10' O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP SWE STORM WATER EASEMENT TO CITY OF BEND MARKED "DOWL" WE PRIVATE WATER EASEMENT L= CURVELENGTH OW WATER EASEMENT TO CITY OF BEND SLE PRIVATE STREET LIGHT EASEMENT PAE PEDESTRIAN ACCESS EASEMENT SSE PRIVATE SANITARY SEWER EASEMENT TYP. TYPICAL SO SEWER EASEMENT TO CITY OF BEND C# SEE CURVE TABLE SHEET 13 CS 20077 DISCOVERY WEST, PHASE 4 BEING A REPLAT OF TRACT C, DISCOVERY WEST, PHASE 1; A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON CURVE TABLE CURVE# RADIUS CENTRAL ANGLE ARC LENGTH CHORD Cl (R2)* 470.00' 12'00'29" 98.50' S19*3948'W 98.32' C2 (R2)* 535.00' 7'47'27" 72.75' S68'03'27"E 72.69' C3 555.00' 12'13'10" 118.36' S29'33'19'W 118.14' C4 496.00' 1'33'08" 13.41' N34*53'20"E 13.41' C5 270.00' 34'41'17" 163.46' N76'42'21'W 160.98' C6 320.00' 44*32'50" 248.80' N20'35'21"E 242.58' C7 (R3)* 1980.00' 4*20'17" 149.91' N89'35'36"E 149.87' C8 (R3)* 26.00' 85*50'53" 38.96' N48'20'47'W 36.41' C9 (R3)* 26.00' 94'01'17" 42.67' N41'35'19"E 38.04' C10 (R3)* 2503.00' 0'22'46" 16.58' S87'12'11W 16.68' C11 (R3)* 26.00' 58*39'30" 26.62' N54'18'44"E 25.47' C12 (R3)* 169.28' 6'18'41" 18.65' N28'08'19"E 18.64' C13 (R3)* 285.00' 3'52'15" 19.25' N32*18'57"W 19.25' C14 (R3)* 230.00' 9'39'21" 38.76' S70'25'60'W 38.72' C15 (R3)* 170.00' 9'39'21" 28.65' N70'25'50"E 28.62' C16 (R3)* 285.00' 8'13'53" 40.94' N14'10'48'W 40.91' C17 (R3)* 215.00' 24-11-12" 90.76' S22'09'28"E 90.09' C18 (R3)* 530.00' 1-04-62" 10.00' S27'43'19'W 10.09 C19 (R3)* 26.00' 101'06'16" 45.88' N70'13'24"E 40.15' C20 600.00' 5'27'23" 47.62' N61'26'02'W 47.69 C21 250.00' 34'22'32" 149.99' S41'31'05"E 147.75' C22 250.00' 14'15'56" 62.26' S17*11'50"E 62.09' C23 250.00' 48'38'28" 212.24' N34'23'06'W 205.92' C24 200.00' 9'39'21" 33.71' S70'25'50"W 33.67 C25 600.00, 4'12'16" 36.69' N29'13'47"E 36.68' C26 200.00' 58'59'30" 205.92' N60'49'40"E 196.94' C27 2538.00' 3'18'27" 146.52' N88'40'11"E 146.50' C28 159.28' 33'18'46" 92.61' N14'38'17"E 91.31' C29 475.00' 69'04'16" 572.62' N60'12'10"E 538.57' C30 1950.00' 0'53'09" 30.15' S85'42'16"E 30.15' C31 1950.00' 6'26'31" 219.25' S89'22'06"E 219.13' C32 1950.00' 7'19'40" 249.40' S88'55'32"E 249.22' C33 345.00' 29'2647" 177.31' N57'49'57"E 175.36' C34 345.00' 13'53'27" 83.64' N36'09'50"E 83.44' C35 345.00' 43'20'14" 1 260.95' N50'53"IYE254.77' MAY 2022 CURVE TABLE CURVE# RADIUS CENTRAL ANGLE ARC LENGTH CHORD C36 525.00' 26'47'08" 245.44' S17'14'44'W 243.21' C37 525.00' 5'01'37" 46.06' S33'09'06"W 46.05' C38 525.00' 31'4845" 291.50' N19'45'32"E 287.77' C39 300.00' 30'39'11" 160.50' N74'41'18'W 158.59' C40 350.00' 27'30'23" 168.03' N12'27'13"E 166.42' C41 465.00' 3'09'47" 25.67' N62'34'50'W 25.67' C42 465.00' 2'17'37" 18.61' N59'51'09'W 18.61' C43 465.00' 5'27'24" 44.28' N61'26'02'W 44.27' C44 530.00' 0-54-24" 8.39' N30'52'43"E 8.39' C45 470.00' 3'11'15" 26.15' 1 S28'39'37'W 26.14' C46 215.00' 1'47'14" 6.71' N57'48'43'W 6.71' 047 215.00' 22'40'02" 85.06' N45'35'05'W 84.50' C48 215.00' 48'38'28" 182.53' S34'23'06"E 177.09' C49 285.00' 22'38'55" 112.66' S45'34'32"E 111.93' C50 285.00' 1'48'21" 8.98, S57'48'10"E 8.98' C51 285.00' 24*27'16" 121.64' N46'28'43'W 120.72' C52 165.00' 58'59'30" 169.88' N60'49'40"E 162.48' C53 2573.00' 0'17'55" 13.41' S89'49'33"E 13.41' C54 2573.00' 2'12'03" 98.83' N88'65'28"E 98.8T C55 2573.00' 2'29'58" 112.24' S89'04'26W 112.23' C66 149.28' 16'37'24" 43.31' N6'17'36"E43.16' C57 149.28' 16'41'22" 43.48' N22'56'59"E 43.3S C58 149.28' 33'18'46" 86.81' N14'38'17"E 85.58' C59 26.00' 98'42'38" 44.79' S47*00'12"E 39.46' C60 169.28' 4*22'13" 12.91' SO'10'01'W 12.91' C61 2573.00' 0'21'37" 16.18' S87*11'55"W 16.18' C62 1920.00' 1*00'20" 33.69' N87'53'67"E 33.69' C63 26.00' 90'00'00" 40.84' S43'42'02"W 36.77' C64 26.00' 99'2547" 45.12' S41'35'05"E 39.67' C65 340.00' 18'32'29" 110.03' S17'24'03"W 109.55' C66 330.00' 6'39'36" 38.36' N83'25'07'W 38.34' C67 320.00' 6`15'40" 34.97' N32'31'42"E 34.95' C68 320.00' 7'12'14" 40.23' N39*15'39"E 40.21' C69 320.00' 13'27'54" 75.20' N36'07'49'E 75.03' C70 555.00' 6*42'19" 64.95' S20'05'35'W 64.91' CURVE TABLE CURVE# RADIUS CENTRAL ANGLE ARC LENGTH CHORD C71 555.00' 6*42'19" 64.95' S13'23'16'W 64.91' C72 556.00' 6'10'57" 59.89' S6'56'38'W 59.86' C73 555.00' 19'35'35" 189.79' S13'38'57'W 188.86' C74 505.00' 13'42'01" 120.75' N87'51'07"E 120.47' C75 505.00' 7'22'09" 64.95' N77'19'02'E 64.91' C76 505.00' 7*22'15" 64.97' N69'56'51"E 64.92' C77 505.00' 7'22'02" 64.93' N62'3442"E 64.89' C78 505.00' 7'22'09" 64.95' N55'12'37"E 64.91' C79 505.00, 7'22'09" 64.95' N47'50'28"E 64.91' C80 505.00' 7'22'09" 64.95' N40'28'20"E 64.91' C81 505.00' 7'22'09" 64.95' N33'06'11"E 64.91' C82 505.00, 3'45'05" 33.06' N27'32'35"E 33.06' C83 505.00' 69'02'08" 608.46' S60'11'05'W 572.32' C84 535.00' 0*55'15" 8.60' N64*37'21'W 8.60' C85 445.00' 7*30'10" 58.27' S29'25'07'W 58.23' C86 14.00' 93'07'34" 22.75' S7'40'32"E 20.3T C87 355.00' 9'36'38" 59.55' S34'04'56'W 59.48' C88 335.00' 6'37'08" 38.70' S32'27'57'W 38.68' C89 335.00' 8'29'36" 49.66' S40'01'19'W 49.61' C90 335.00' 9'23'24" 54.90' S48'57'49'W 54.84' C91 335.00' 5'07'59" 30.01' S56'13'30'W 30.00' C92 335.00' 6'55"1" 40.46' S62'15'05"W 40.43' C93 335.00' 36*33'18" 213.73' N47'26'02"E 210.12' C94 20.00' 108'52'00" 38.00' N59'61'20'W 32.54' C95 445.09 9*40'19" 75.12' S86'12'50'W 75.03' C96 445.09 3'41'18" 28.65' S87'06'21"E 28.64' C97 445.00' 13'21'37" 103.77' N88'03'30"E 103.53' C98 1980.00' 0'11'45" 6.76' S85'21'34"E 6.76' C99 1980.00' 2'11'48" 75.91' N86'33'20'W 75.91' C100 1980.00' 2'23'33" 82.67' S86'27'28"E 82.67' C1O1 2503.00' 1'43'17" 75.20' N88'4243"E 75.20' C102 2503.00' 0'45'03" 32.81 S89'66'53'W 32.81' C103 2503.00' 2'28'20" 108.01' S89'05'14'W 108.00' C104 235.00' 17'4642" 72.92' S81'26'04'W 72.63' C105 235.00' 11'51'09" 48.61' N66'37'08"E 48.53' CURVE TABLE CURVE# RADIUS CENTRAL ANGLE ARC LENGTH CHORD C106 235.00' 7'19'10" 30.02' N57'01'59"E 30.00' C107 235.00' 8'51'34" 36.34' N48'56'37"E 36.30' C108 235.00' 8'40'18" 35.57' N40'10'41"E 35.53' C109 235.00' 4'30'36" 18.50, N33'35'13"E 18.49' Clio 235.00' 58'59'29" 241.96' S60'49'40'W 231.41' C111 535.00' 1'05'33" 10.20' S59'15'07"E 10.20' C112 535.00' 3*45'15" 35.05' S61'40'31"E 35.05' C113 535.00' 0'36'36" 5.69, S63'51'26"E 5.69' C114 535.00' 5'27'24" 50.94' N61'26'02'W 50.93' C115 26.00' 73'33'17" 33.38' N31'21'19"E 31.13' C116 355.00' 10*3849" 65.97' N62'48'33"E 65.87' C117 355.00' 11'20'40" 70.29' N51'48'48"E 70.17' C118 355.00' 21'59'29" 136.26' S57'08'13"W 135.42' C119 12.00' 79'37'13" 16.68' N85'57'05"E 15.37' C120 445.00' 9'57'55" 77.40' S40'43'43'W 77.30' C121 445.00' 22'50'36" 177.42' S57-07-59W 176.25' C122 445.00' 10'14'24" 79.53' S73'40'29'W 79.43' C123 445.00' 43'02'55" 334.35' N57'16'13"E 326.54' C124 1920.00' 3'57'31" 132.65' S89'07'1 WE 132.63' C125 495.00' 3'02'42" 26.31' S5'22'30'W 26.30' C126 495.00' 6'45'52" 58.44' S10'1647'9N58.41' C127 495.00' 6'45'52" 58.44' S17'02'40'W 58.41' C128 495.00' 6'44'13" 58.20' S23'4742'W 58.17' C129 495.09 23'18'39" 201.39 S15'30'29'W 200.01' C130 330.00' 17'08'20" 98.71' N67'55'53'W 98.35' C131 360.00' 9'18'45" 58.51' N21'09'57"E 58.45' C132 360.00' 7'08'10" 44.84' N12'56'30"E 44.81' C133 360.00' 7'05'44" 44.58' N5'49'33"E 44.55' C134 360.00' 3'34'40" 22.48' NO'29'21"E 22.48' C135 360.00' 27*07'19" 170.41' N12'15'41"E 168.82' C136 535.00' 6'52'12" 64.15' S68'31'04"E 64.1V C137 320.00' 31'04'56" 173.60' N13'51'24"E 171.47' C138 34.50' 39'47'38" 23.96' S20'44'30"E 23.48' DESCHUTES COUNTY SURVEYOR RL.ED O oS ZdZ BY. 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