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HomeMy WebLinkAboutSurvey 21123DISCOVERY WEST, PHA E v BEING A REPEAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE SOUTHWEST ONE -QUARTER (SW1l4) 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 2023 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 SKYLINERS ROAD, NW CROSBY DRIVE, NW STRICKLAND WAY, NW STANHOPE WAY, NW SULLIVAN AVENUE, NW WORKMAN 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 DEDICATES TO THE PUBLIC FOREVER A PUBLIC ACCESS EASEMENT (PAE) OVER THE ENTIRETY OF TRACT P, AND A PORTION OF LOTS 245-246 AND TRACT T AS SHOWN AND NOTED HEREIN; AND FURTHER GRANTS PRIVATE SANITARY SEWER EASEMENT (SSE) ACROSS A PORTION OF LOT 248 AS SHOWN AND NOTED ON SHEET 7 FOR THE BENEFIT OF LOT 247; AND FURTHER GRANTS TO THE CITY OF BEND A SEWER EASEMENT ACROSS A PORTION OF LOTS 219-232 AND TRACT Q AS SHOWN AND NOTED IN SEWER EASEMENT DETAIL ON SHEET 10; AND FURTHER GRANTS TO THE CITY OF BEND STORM WATER EASEMENTS AS SHOWN AND NOTED HEREIN; AND FURTHER GRANTS TO THE CITY OF BEND WATER EASEMENTS AS SHOWN AND NOTED HEREIN; AND FURTHER GRANTS TO THE CITY OF BEND SLOPE EASEMENTS ACROSS A PORTION OF TRACT Q AND TRACT S AS SHOWN AND NOTED ON SHEET 9; AND FURTHER GRANTS TO MIDSTATE ELECTRIC COOPERATIVE A POWER EASEMENT TO OPERATE AND MAINTAIN AN EXISTING OVERHEAD ELECTRICAL TRANSMISSION AND/OR DISTRIBUTION LINE SYSTEM, ELECTRICAL, CABLE, TELECOMMUNICATIONS AND OTHER UTILITY FACILITIES ACROSS A PORTION OF TRACT Q AS DETAILED ON SHEET 5; AND DO HEREBY ESTABLISH A PERPETUAL, NON-EXCLUSIVE, NOW 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 ATTORNEY'S FEES, FROM THE PARTY AGAINST WHOM ENFORCEMENT WAS SOUGHT, INCLUDING, WITHOUT LIMITATION, THOSE INCURRED IN ANY BANKRUPTCY PROCEEDINGS; AND FURTHER GRANTS A MULTI -USE EASEMENT ACROSS A PORTION OF LOTS 219-231 AND TRACT Q FOR PRIVATE STORM WATER DRAINAGE, PRIVATE ACCESS AND EMERGENCY ACCESS FOR THE BENEFIT OF LOTS 219-232 AND TRACT R; 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 2023-2024 TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL BECOME A LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME. DESCHUTES COUNTY ASSESSOR: DATE I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE DESCHUTES COUNTY TAX COLLECTOR: P O Io V f " 1- M e >)t� , o zq /UZ3 DAT- APPROVALS THE PLAT OF DISCOVERY WEST, PHASE 5, HAS BEEN APPROVED BY: DESCHUTES COUNTY COMMISSIONER: C✓" C�./ C L q `'` c;L3 DATE DESCHUTES COUNTY SURVEYOR: , 7-211--10.Z3 DATE CITY OF BEND PLANNING DIRECTOR: �._ 7'1 /2, j DATE CITY OF BEND ENGINEER: , -1 lot [z4&3 DATE SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC. Deschutes County Official Records Steve Dennison, County Clerk 2023-18151 01489080202300181510110118 D-PLAT Cnt=1 Pgs=11 Stn=1 07/25/2023 08:19 AM $65.00 $11.00 $61.00 $10.00 $6.00 $153.00 PUBLIC UTILITY 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:ut a , DATE SHEET INDEX SHEET 1: DECLARATION, APPROVALS, AND ACKNOWLEDGEMENTS AND FURTHER CREATES TRACT'Q' FOR OPEN SPACE AND PARK PURPOSES; SHEET 2: PLAT NOTES, AND SURVEYOR'S CERTIFICATE AND DO HEREBY SUBMIT FOR APPROVAL ND RECORD SAID PLAT OF "DISCOVERY WEST, PHASE 5", HENCEFORTH TO BE SO KNOWN; Z 7 Iy 3 SHEET 3: PLAT BOUNDARY, LEGEND, NARRATIVE, SURVEY REFERENCES, TRACT 0 AND TRACT Q SHEET 4: LOTS 195-218, 249-252, TRACTS P, S AND U, PUBLIC ROADWAYS AND EASEMENT DETAILS KIRK E. SCHUELER, PRESIDENT OF BROOKS RESOURCES CORPORATION DAf E SHEET 5: LOTS 219-228, TRACT R, PUBLIC ROADWAY AND EASEMENT DETAILS MEMBER OF NWX2 LLC SHEET 6: LOTS 229-244, TRACT S, PUBLIC ROADWAYS, EASEMENT DETAILS SHEET 7: LOTS 245-248, TRACT T, PUBLIC ROADWAYS, EASEMENT DETAILS SHEET 8-10: EASEMENT DETAILS ACKNOWLEDGEMENT SHEET 11: CURVE TABLES AND EASEMENT DETAILS STATE OF OREGON ) )SS COUNTY OF DESCHUTES ) ON THIS DAY OF \&A I-C)23 , BEFORE ME, PERSONALLY APPEARED KIRK E. SCHUELER, PR11SIDENT OF BROOKS RESOURCES CORPORATION, MEMBER OF NWX2 LLC AND ACKNOWLEDGED SAID INSTRUMENT TO BE HIS VOLUNTARY ACT AND DEED ON BEHALF OF NWX2 LLC. NOTARY PUBLIC & U .4 PRINTED NAME: NOTARY PUBLIC - OREGON COMMISSION NO: l ova MY COMMISSION EXPIRES s AV` ? 17 A" 2 1 123J DISCOVERY WEST, PHASE 5 BEING A REPEAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE SOUTHWEST ONE -QUARTER (SW1/4) 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 2023 PLAT NOTES 1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBERS PZ 19-0370 AND PLFP20230291. THIS PROPERTY IS SUBJECT TO THE FOLLOWING, AS DISCLOSED IN DEVELOPMENT REPORT FILE NUMBER 585702AM BY AMERITITLE, DATED MAY 24, 2023: 2. DECLARATION OF RESTRICTIVE COVENANT REGARDING RIGHT-OF-WAY DEDICATION AND ROAD CONSTRUCTION, INCLUDING THE TERMS AND PROVISIONS THEREOF, DATED: DULY 2, 2015 RECORDED: JULY 2, 2015 INSTRUMENT NO.: 2015-26734 BETWEEN: RIO LOBO INVESTMENTS, LLC AND: MILLER TREE FARM, LLC 3. UTILITY EASEMENT AGREEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED: SEPTEMBER 21, 2016 INSTRUMENT NO.: 2016-38783 (10 FOOT WIDE UTILITY EASEMENT TO OWEST BROADBAND SERVICES, CENTURYLINK, CASCADE NATURAL GAS, AND TDS BAJA BROADBAND LLC DBA BEND BROADBAND EXISTS ENTIRELY WITH THE RIGHT OF WAY OF SKYLINERS ROAD BEING DEDICATED HEREIN) 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. AMENDED BY INSTRUMENT, RECORDED: DECEMBER 30, 2022 INSTRUMENT NO.: 2022-44584 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 BARGAIN AND SALE DEED (WATER RIGHTS) RECORDED: MARCH 17, 2023 INSTRUMENT NO.: 2023-05811 (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.: 2022-27926 11. AN EASEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF, AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN AS SET FORTH IN INSTRUMENT: GRANTED TO: CITY OF BEND RECORDED: AUGUST 4, 2022 INSTRUMENT NO.: 2022-30218 (PLOTTED) 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 5", BEING A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 RECORDED DECEMBER 27, 2007 IN VOLUME 2007, PAGE 65925; FURTHER DESCRIBED AS EXHIBIT C IN STATUTORY BARGAIN AND SALE DEED TO NWX2, LLC, RECORDED MAY 11, 2023 IN VOLUME 2023, PAGE 11189, ALL OF DESCHUTES COUNTY OFFICIAL RECORDS; LOCATED IN THE SOUTHWEST ONE -QUARTER (SW1/4) AND THE SOUTHEAST ONE -QUARTER (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, 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 4", THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID PLAT COINCIDENT WITH THE SOUTHERLY RIGHT OF WAY OF NW LEAVITT LANE (30.00 FEET FROM CENTER LINE) THE FOLLOWING THREE (3) COURSES: NORTH 850 57' 00" EAST, 6.47 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A 270.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 340 41' 17", AN ARC LENGTH OF 163.46 FEET (THE CHORD OF WHICH BEARS SOUTH 760 42' 21" EAST, 160.98 FEET) TO A POINT OF TANGENCY; THENCE SOUTH 590 21' 43" EAST, 12.50 FEET TO THE WESTERLY RIGHT OF WAY OF NW STRICKLAND WAY (30.00 FEET FROM CENTER LINE) AND A POINT OF NON -TANGENT CURVATURE; THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY, ALONG THE WESTERLY, SOUTHERLY AND EASTERLY RIGHT OF WAY OF SAID NW STRICKLAND WAY THE FOLLOWING THREE (3) COURSES; ALONG THE ARC OF A 495.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 01 ° 33' 08", AN ARC LENGTH OF 13.41 FEET (THE CHORD OF WHICH BEARS SOUTH 34° 53- 20" WEST, 13.41 FEET) TO A POINT OF NON -TANGENCY; THENCE SOUTH 540 20' 06" EAST, 60.00 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 555.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 12° 13' 10", AN ARC LENGTH OF 118.36 FEET (THE CHORD OF WHICH BEARS NORTH 29° 33' 19" EAST, 118.14 FEET) TO A POINT OF NON -TANGENCY; THENCE LEAVING THE EASTERLY RIGHT OF WAY OF SAID NW STRICKLAND WAY, ALONG THE SOUTHERLY AND SOUTHEASTERLY BOUNDARY OF SAID "DISCOVERY WEST, PHASE 4" THE FOLLOWING TEN (10) COURSES; SOUTH 660 33' 16" EAST, 168.00 FEET; THENCE NORTH 230 44' 46" EAST, 85.05 FEET; THENCE NORTH 160 13' 27" EAST, 81.03 FEET; THENCE NORTH 560 48' 02" EAST, 72.40 FEET; THENCE NORTH 820 14' 46" EAST, 105.37 FEET; THENCE NORTH 640 40' 16" EAST, 108.08 FEET; THENCE NORTH 420 20' 50" EAST, 107.96 FEET; THENCE NORTH 440 08' 39" EAST, 92.86 FEET; THENCE NORTH 350 30' 01" EAST, 92.11 FEET; THENCE NORTH 260 49' 06" EAST, 205.49 FEET TO THE SOUTHERLY RIGHT OF WAY OF NW SKYLINE RANCH ROAD (35.00 FEET FROM CENTER LINE); THENCE LEAVING THE SOUTHEASTERLY BOUNDARY OF SAID "DISCOVERY WEST, PHASE 4", ALONG THE SOUTHERLY RIGHT OF WAY OF SAID NW SKYLINE RANCH ROAD, SOUTH 710 57' 11" EAST, 39.25 FEET TO THE MOST WESTERLY CORNER OF TRACT D, "DISCOVERY WEST, PHASE 1"; THENCE SOUTH 630 49' 00" EAST, ALONG THE SOUTHERLY LINE OF SAID TRACT D, 269.71 FEET; THENCE CONTINUING ALONG THE SOUTHERLY LINE OF SAID TRACT D, SOUTH 50° 24' 54" EAST, 345.10 FEET TO A POINT ON THE NORTHWESTERLY LINE OF THAT RIGHT OF WAY(70.00 FEET WIDE) AS DESCRIBED IN DEDICATION DEED RECORDED SEPTEMBER 8, 2014 IN VOLUME 2014, PAGE 29653, DESCHUTES COUNTY OFFICIAL RECORDS, SAID POINT MARKED BY A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DOWL"; THENCE ALONG THE NORTHWESTERLY RIGHT OF WAY OF SAID VOLUME 2014, PAGE 29653, THE FOLLOWING THREE COURSES; SOUTH 490 39' 33" WEST, 895.84 FEET TO A POINT OF CURVATURE MARKED BY A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DOWL"; THENCE ALONG THE ARC OF A 1650.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 110 11' 17", AN ARC LENGTH OF 322.19 FEET (THE CHORD OF WHICH BEARS SOUTH 44° 03, 56" WEST, 321.68 FEET) TO A POINT OF NON -TANGENCY MARKED BY BY A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK"; THENCE SOUTH 490 53' 41" EAST, 5.01 FEET TO A POINT ON THE WESTERLY LINE OF THAT RIGHT OF WAY (60.00 FEET WIDE) AS DESCRIBED IN THAT DEDICATION WARRANTY DEED RECORDED APRIL 3, 2008 IN VOLUME 2008, PAGE 14744, SAID POINT MARKED BY A 518" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK"; DESCHUTES COUNTY SURVEYOR FiLEL3► I Zo 2 BY: C° ll � 115 SURVEYOR'S CERTIFICATE (CONTINUED) THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY OF, ALONG THE WESTERLY RIGHT OF WAY OF SAID VOLUME 2008, PAGE 14744, THE FOLLOWING FIVE (5) COURSES; SOUTH 380 28' 43" WEST, 236.17 FEET TO A POINT OF CURVATURE MARKED BY A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK"; THENCE ALONG THE ARC OF A 545.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 38° 27' 59", AN ARC LENGTH OF 365.89 FEET (THE CHORD OF WHICH BEARS SOUTH 19° 14, 44" WEST, 359.06 FEET) TO A POINT OF TANGENCY MARKED BY A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK"; THENCE SOUTH 000 00' 44" WEST, 440.93 FEET TO A POINT OF CURVATURE MARKED BY A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK"; THENCE ALONG THE ARC OF A 368.03 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 03° 01' 52", AN ARC LENGTH OF 19.47 FEET (THE CHORD OF WHICH BEARS SOUTH 01° 30' 12" EAST, 19.47 FEET) TO A POINT OF TANGENCY MARKED BY A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK"; THENCE SOUTH 030 01' 08" EAST, 11.65 FEET TO THE NORTHERLY RIGHT OF WAY OF SKYLINERS ROAD (30.00 FEET FROM CENTER LINE) MARKED BY A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK"; THENCE LEAVING THE WESTERLY RIGHT OF WAY OF SAID VOLUME 2008, PAGE 14744, ALONG THE NORTHERLY RIGHT OF WAY OF SAID SKYLINERS ROAD SOUTH 860 58' 51" WEST, 696.36 FEET TO A POINT OF NON -TANGENT CURVATURE MARKED BY A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK"; THENCE CONTINUING ALONG THE NORTHERLY RIGHT OF WAY OF SAID SKYLINERS ROAD. ALONG THE ARC OF A 5596.39 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 00° 24' 28", AN ARC LENGTH OF 39.83 FEET (THE CHORD OF WHICH BEARS SOUTH 86° 47' 13" WEST, 39.83 FEET) TO THE WESTERLY LINE OF THAT PROPERTY AS DESCRIBED IN EXHIBIT C OF SAID VOLUME 2023, PAGE 11189; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY, ALONG SAID WESTERLY LINE THE FOLLOWING EIGHT (8) COURSES; NORTH 050 43' 36" WEST, 506.58 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID WESTERLY LINE, ALONG THE ARC OF A 530.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 00° 12' 41", AN ARC LENGTH OF 1.95 FEET (THE CHORD OF WHICH BEARS NORTH 050 49' 56" WEST, 1.95 FEET) TO A POINT OF NON -TANGENCY; THENCE NORTH 410 22' 20" WEST, 392.32 FEET; THENCE NORTH 530 53' 56" WEST, 140.00 FEET; THENCE NORTH 590 54' 41" WEST, 108.98 FEET; THENCE NORTH 670 50' 04" WEST, 32.58 FEET; THENCE NORTH 360 06' 04" EAST, 109.26 FEET; THENCE NORTH 530 53' 56" WEST, 49.10 FEET TO THE MOST SOUTHERLY CORNER OF THAT PROPERTY DESCRIBED AS PARCEL 4 IN STATUTORY BARGAIN AND SALE DEED, RECORDED JUNE 4, 2020 IN VOLUME 2020, PAGE 26612; THENCE LEAVING SAID WESTERLY LINE, ALONG THE SOUTHERLY LINE OF THAT PROPERTY DESCRIBED AS SAID PARCEL 4 THE FOLLOWING FOUR (4) COURSES; NORTH 360 06' 04" EAST, 69.51 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A 790.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 340 45' 21", AN ARC LENGTH OF 479.22 FEET (THE CHORD OF WHICH BEARS NORTH 530 28, 44" EAST, 471.90 FEET) TO A POINT OF TANGENCY; THENCE NORTH 700 51' 25" EAST, 316.93 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A 320.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 270 59' 38", AN ARC LENGTH OF 156.35 FEET (THE CHORD OF WHICH BEARS NORTH 56° 51, 35" EAST, 154.80 FEET) TO THE POINT OF BEGINNING. HEREIN DESCRIBED LAND CONTAINS 49.07 ACRES, MORE OR LESS. REGISTERED PROFESSIONAL LAND SURVEYOR -- 7-/4-Z3 b�— OREGON DECEMBER 11, 2012 BRIAN C. COURSEN 86998 RENEWS: 12/31 /2023 SHEET 2 OF 11 DOWL WWW.DOWL.COM 963 SW Simpson Avenue, #200 Bend, Oregon 97702 541-385-4772 fte NARRATIVE DISCOVERYWET,P AE 5 BEING A REPEAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE SOUTHWEST ONE -QUARTER (SW1/4) 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 2023 EL C UT�ES COU U VE Oo? Z? v23 ea �Y. REFERENCES THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE AND MONUMENT THE LAND DESCRIBED AS S' '�� /fy '` ^�� � ( )R1 BOUNDARY SURVEY BY GARY W. HICKMAN, LS 1678; RECORDED DECEMBER 5, 1990, AND EXHIBIT C IN STATUTORY BARGAIN AND SALE DEED TO NWX2, LLC, RECORDED MAY 11, 2023 IN , /\SA FILED DECEMBER 10, 1990, DESCHUTES COUNTY OFFICIAL RECORDS �r THE NORTHERLY AND NORTHEASTERLY LINES OF THIS SUBDIVISION WERE PREVIOUSLY ESTABLISHED IN DISCOVERY WEST, PHASE 1 (R4) AND DISCOVERY WEST, PHASE 4 (R5); RECORD COURSES AND FOUND MONUMENTS SET IN (R4) AND (R5) WERE HELD. VOLUME 2023, PAGE 11189, DESCHUTES COUNTY OFFICIAL RECORDS. a4 THE SOUTHERLY, SOUTHEASTERLY AND EASTERLY LINES OF THIS SUBDIVISION, WERE PREVIOUSLY RETRACED BY DOWL IN COUNTY SURVEY NO. 20240 (R3); RECORD COURSES AND MONUMENTS FOUND AND SET IN (R3) WERE HELD. THE WESTERLY AND NORTHWESTERLY LINES OF THIS SUBDIVISION, WERE ESTABLISHED BY HOLDING RECORD COURSES AS CALLED FOR IN SAID DEED AND SHOWN ON COUNTY SURVEY NO. 21080 (R6). THE BASIS OF BEARINGS IS SOUTH 86058'51" WEST ALONG THE NORTHERLY RIGHT OF WAY OF SKYLINERS ROAD, AS SHOWN IN (R3). STATUTORY BARGAIN AND SALE DEED 2020-26612 (PARCEL 4) N85"57'00"E 6.47' (R5)'' U INITIAL POINT MOST WESTERLY CORNER "DISCOVERY WEST, PHASE 4" GAO qs ,t4lq iR31* - 3�6g _ n�358 N36006'04"E 69.51' (R3)* TRACT U - N53053'56"W 49.10'- N36006'04"E 109.26' (R6)'' N67050'04"W 32.58' (R6)'` N59°54'41 "W 108.98' (R6)* N53053'56"W 140.00' (R6)'' STATUTORY BARGAIN AND SALE DEED 2023-11189 (EXHI BI T B) 200 0 NW WORKMAN LANE FOUND 5/8" IRON ROD NO CAP PER (R1)* S86058'51"VW byb.3n k"Jl BASIS OF BEARINGS SKYLINERS ROAD DISCOVERY WEST l PHASE 1� SEE DETAIL HEREON 200 400 DETAIL SCALE: 1" = 20' SCALE IN FEET LINE TABLE LINE # BEARING AND DISTANCE L1 S49039'33"W 215.01' L2 S40020'27"E 43.74' L3 S49035'33"W 87.15' L4 S29054'55"E 130.92' L5 N60"56'54"E 100.62' L6 N58030'30"E 176.67' L7 N43049'09"E 707.85' L8 N49030'14"W 183.08' L9 S38028'43"W 40.13' L10 S52024'25"E 186.08' L11 N41051'13"E 201.61' L12 N77037'32"E 73.86' L13 N63052'17"E 465.24' L14 N63013'16"E 186.97' L15 N35003'45"E 73.32' L16 N57008'29"E 168.64' LEGEND AS DESCHUTES COUNTY SURVEY NO. 2178 ( )R2 PARTITION PLAT NO. 2007-83 BY DALE N. BARRET, LS 1979; RECORDED DECEMBER 27, 2007 IN VOLUME 2007, PAGE 65925, DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED DECEMBER 31, 2007, DESCUTES COUNTY SURVEY NO. 17604 ( )R3 RECORD OF SURVEY BY BRIAN C. COURSEN, LS 86998; FILED JUNE 17, 2020, DESCHUTES COUNTY OFFICIAL RECORDS AS DESCHUTES COUNTY SURVEY NO. 20240. ( )R4 "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. ( )R5 "DISCOVERY WEST, PHASE 4" BY BRIAN C. COURSEN, LS 86998; RECORDED AUGUST 4, 2022, IN VOLUME 2022, PAGE 30232, DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED AUGUST 5, 2022, DESCHUTES COUNTY SURVEY NO. 20877. ( )R6 PROPERTY LINE ADJUSTMENT BY BRIAN C. COURSEN, LS 86998; FILED MAY 15, 2023, DESCHUTES COUNTY OFFICIAL RECORDS AS DESCHUTES COUNTY SURVEY NO. 21080. LINE TABLE LINE # BEARING AND DISTANCE L17 N18050'54"W 141.90' L18 N18050'54"W 151.45' L19 S72000'14"W 173.06' L20 S66043'36"W 88.40' L21 S55043'19"W 286.90' L22 S39028'02"W 85.36' L23 S35044'46"W 77.56' L24 S52011'14"E 121.56' L25 S53053'56"E 31.01' CURVE TABLE CURVE # RADIUS ARC LENGTH CENTRAL ANGLE CHORD Cl (R5)* 270.00' 163.46' 34041'17" S76042'21"E 160.98' C2 (R5)* 495.00' 13.41' 1033'08" S34053'20"W 13.41' C3 (R5)* 555.00' 118.36' 12°13'10" N29°33'19"E 118.14' C4 (R3)* 1650.00' 322.19' 11011'17" S44003'56"W 321.68' C5 (R3)- 545.00' 365.89' 38°27'59" S19014'44"W 359.06' C6 (R3)' 368.03' 19.47' 3001'52" S1030'12"E 19.47' C7 (R3)" 5596.39' 39.83' 002428" S86047'13"W 39.83' C8 (R6)* 530.00' 1.95' 0012'41" N5049'56"W 1.95' C9 (R3)* 790.00' 479.22' 34°45'21" N53028'44"E 471.90' C10 (R3)* 320.00' 156.35' 27°59'38" N56051'35"E 154.80' C11 270.00' 40.61' 8037'06" N89044'27"W 40.58' C45 555.00' 92.45' 9032'41" N28013'04"E 92.35' C57 1850.00' 57.62' 1 °47'04" N65059'22"E 57.61' C86 430.00' 75.00' 9059'37" N32043'14"W 74.91' C88 1030.00' 131.30' 7018'14" N41022'09"W 131.21' C110 340.00' 199.18' 33033'52" N54037'00"E 196.34' C112 760.00' 449.88' 33054'59" N54026'26"E 443.34' C124(R3)" (R1) 5596.39' 5596.39' 392.80' 392.72' 4001'17" 4001'14" S84°58'48"W 392.72' C125 5596.39' 352.98' 3036'50" S84046'34"W 352.92' C126 790.00' 458.72' 33016'10" N54013'20"E 452.30' C127(R5)* 320.00' 248.80' 44°32'50" N20°35'21"E 242.58' C128(R3)' 320.00' 405.15' 72°3228" N34°35'10"E 378.62' FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, MARKED "DOWL", PER R3, R4, AND R5, UNLESS OTHERWISE NOTED 0 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, MARKED "OTAK", PER R2 O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL" 0RM SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP, MARKED "DOWL REFERENCE MON" SET 1 1/8" COPPER DISC IN CONCRETE MARKED "DOWL" RIGHT OF WAY AND LOT LINES BOUNDARY DISCOVERY WEST, PHASE 5 ( )'' RECORD DATA SAME AS MEASURED DBC DESTROYED BY CONSTRUCTION, NOT RESET AS APPROVED BY COUNTY SURVEYOR PER ORS 92.060(2)(B). DISCOVERY WEST, PHASE 5 BEING A REPEAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE SOUTHWEST ONE -QUARTER (SW1/4) 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 N`1.4 12 F,q� MAY 2023 o C11 C13 P.T. LANDS ON FACE OF CURB; G10 0 - WAIVED BY COUNTY SURVEYOR \ i/ ti� PER ORS 92.060(2)(B) j c sr 7 N70051'2511E 316.93' 9� L=4.51' 2��t26 N o \. - 19 5 N85057'00"E 6.4 S59021'43"E 12.50' TRACT O J co 2°'n28 _ 103.8_2 - - 6 \. �, L31 117.40' - - - - _—��� G1 �'� pUE 29,753 S.F. - - - - - - � 47.36'" A' 2�° 9,803 S.F. �33 L=63.30 - - - - N71 °23 556_'E 313.58 _ _ _ -- 3 _ALLEY _ _ — — C17 L=� °' ' N71 °23'56"E o6, /�' 70.02' 50.13' pVE o� �`'s, g,�g p �z� ' G o _ 70.02' �p w 196 � Gg s�,, L:1241 53.40' 70.02 C 18 DET AFL N �,° 3 / C21 L=90 02 TYP. PUE TYP. PUE L=19.91' HEREO 'o � 8,340 S.F. G�`3 "'o �` 1 �73 - C20 L=6.62 DETAIL'A` Z �? o / r� -3��'i3.62 TYP. PUE DETAIL'A' z Z N � 197 -X. w �� 22 DETAIL'A' co ``' HEREON z HEREON � j no o �; G ti ao o -' 198 0 �' 8,433 S.F. 'ti �s�° 51 HEREON �; o 0 200 w 199 C ,'_ 1' 1 `' 31 � rn 01 w 7,878 S.F. � �' tk 1 b, 26 L ,8q 3 7,251 S.F. W 7,247 S.F. o p, j ,,E N 202 TRACT P 7,434 S.F. rn Gt�2 0- 6,656 S.F. 5 6 i E�p,1L Z� 9,325 S.F. PAE ° 3 L38 �/ A�1 pNEREO� �T1'0 203 �, 0 OVER 23.30' C41 L C44 10� oo �3\.' QJ� 2Qo 218 6 r, -/ �3� o� 9,050 S.F. - rL ENTIRETY 5 •� G �Q P\� O� �j 8,955 S.F. ,p .o �� / \,' o z z C37 L=70.01' C38 C40 L=56.08 `,3 [F] Goo, v G2A 2 204 '' 5 L=70.22' C36 L=70.07 16/ ° 8,966 S.F. C34 L=60.39' C39 L=401.73' cs� 36.85� C3g L=70.89 _ - _ - C53 �' G P Qv g` j 6g, ` 32=395.41' _ _---- - - 0 25` �.'C� \. ° ,7 7 2 205 LL Ls220 C _ C� 15 L_ C50 L,.1 9,740 S.F. O� ,moo° 8,982 S.F. � G3 s62°0623 W — _ AND WAY 9� 2 N �, [F] pD, �O\ �� °o. ,11.28 1 47' _ �� - TRICKLA , C51 L=88•4 wr 1 - NW 60 L=389.11 C55 L=87.99' C54 L=58.44 216'`' i o `S' �y ° „E C 88.49' PUE o o / 3 TRACT U O, 206 C56 L= - TYP. 9,748 S.F. O 6 3 2 y�. Q o0- 30'O 9,486 S.F. �11326� N6 416 G57 L=57.62 TYP. PUE pETAIL B o [F] / g5 1,473 S.F. ma's 2° � �g \- �211 5, 11 B L=7 8.54 DETAIL B C52 L-29.54 HEREON 215 w os o 00 OD s ,OD, G D� Z. �/ C5 HEREON r• 3 9,683 S.F. o 3°' ° 0 3 0 o d [ t5: 5 GL 3 ti 9�ss6,' S316 51 G 11� �.2 4g .01 TYP • PL g, M ti v F] >O ss SO° `s`9 �' \\°�' .,5`Z' �o G 63` G61 �'� C5g pETA N 0 ►n N � 214 a532 �o- s� Oi9, 'l �. •00 / .190' 1' L.1B.07 HEREO rn v, `_ 213 N Oo'' ro o Aso, `s6', 0 ' A \'' .13 5 't � 2 2 0 13,751 S.F. Z i s G6 �-211 0 13 538 S.F. o� [F] ti0F' 6'. LL /c� 62 w_ 0 13,929 S.F. M / 3' O�oO p C' Qv� , r- 210�' 13,413 S.F. F M [F] ti 252 n � [ ] ° g9 Oro � `` '('�P p,\\- a, 9, 791 S. F.o o [F] `°'� z III 9,246 S.F. r ,0 � ,6`3' O �pN o N [F] °0000 � z z O'� o ��.. N 2 0 9 0 Z 5 65, 14 °OHO 1` �' F� .o 3�O g'l G z� 10,355 S.F. u'2S� soo �00���3 F,p�-9i�,G� o �` N36°06'04"E 2�s� 208 [F] 4 — — — — — V O 19.80 ,, 9,604 S.F. „vy 88.40' 251 2 `� � [F] °� _ °Q3'36 �' �' / coo, 0 20.00' NDE S66 s9. 8,658 S.F. O� \ 2 i NDE N N 85.10' 87.96' \ 2 00 207 716'- i 20 51 g0' S72°00'1 "W 173.05' 11,245 S.F. s i �O�O O0o O Oc9j [F] �` �; 5g 65$ 64, 1 250 �cis TRACT Q 8,391 S.F. F G t18.85 ACRES °O�oO �. 249 s o � O 'o 6'8,193 S.F. \ �\ X\,:p 00 \ \ 00 �O�` , c� r? \ SLOPE EASEMENTro0 9� O O DETAIL'Y' SHEET 9 dQ SLOPE EASEMENT \<'� o \, ALLEY I-- 6.50' 6.50' --1 PUE 0) m PUE � 196l 195 198 197 200 z 199 TRACT P o 201 202 Z TRACT P 204 2 203 206 0 205 TYPICAL PUE DETAIL 'A' 1 if = 10' PUBLIC RIGHT OF WAY '-- 8.00' -- PUE 207 LF--- 209 0 211 - w z J 213 0 215 z 217 250 ° 252 8.00' PUE _}---� 208 210 0 0 212 214 216 218 249 251 TYPICAL PUE DETAIL'B' 1 to = 10' LINE TABLE LINE # BEARING AND DISTANCE L26 N83035'55"W 16.03' L27 S43020'07"W 18.23' L28 N81 °30'22"W 17.56' L29 S45022'08"W 18.22' L30 N18036'04"W 4.00' L31 S71 °23'56"W 13.00' L32 S18036'04"E 4.00' L33 N88012'36"W 18.40' L34 S38039'38"W 18.16' L35 N35041'08"W 4.00' L36 S54018'52"W 13.00' L37 S35041'08"E 4.00' L38 S69037'40"W 18.38' L39 S16029'53"W 18.19' cy) j I.1J LLI U) ui LI U) SEE LEGEND - SHEET 8 N tr►9 �SZ11z3 D 1 SCOVERY WEST, P A E 5 BEING A REPEAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE SOUTHWEST ONE -QUARTER (SW1/4) 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 2023 N _ TRACT _ 30'04»W 499.30 _ _- _ _ S43° CENTERLINE OF EXISTING— 0 20' SEWER EASEMENT TO o CITY OF BEND 2022-30218 _ w 1 A Z°da'09"E 707.84' STORM WATER DETAIL 'C' 1 " = 10' DESCHUTES COUNTY SURVEYOR �� �ti Zq -zoZ,3 BY: Col i �S N / /__ -1 ___ \ \ _ o /o S49° g�3� _ 60 Q \ d 3933 „"j� 38 pp, o N NW c z � R%S SANG OR�V F d STORM WATER DETAIL'D' ill = 10' CAP (Z1.4PPT'I PUE DETAIL 'E' 1 " = 10' 0 SCALE IN FEET V1 1 1 VI LJVI' \ STORM WATER DETAIL 'C HEREON DESTROYED BY CONSTRUCTION RESET 1 1/8" COPPER DISC MARKED "DOWL" 220 219 N40020'27"W _ _ _ _ _ _ N40020'27"W 2.00'�� N49°39'33"E 8.00' ��2.00' W 7.00' 8.00' S49039'33"W Q. NW CROSSING DRIVE WATER DETAIL 'F' 1"=5' SEE LEGEND - SHEET 8 CS 2 1 12 3 I COVERY WE Tq P A E 5 BEING A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, \ �/ LOCATED IN THE THE SOUTHWEST ONE -QUARTER (SW1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1/4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,Ix CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 2023 TRACT Qcb t18.85 ACRES lZ e P5� s C'. 2� 70_ 230 14,277 S.F. [F] �9 tis2s psi" 231 �o 14,314 S.F. tv 0 7'32" 73'a6 1 / [F] �O /N / / N77 3 33'07 40.79 tis2o'9A 9 TYPICAL PUE DETAIL 'P' 1 10' / ' �5 232 / , NO m 15,704 S.F. ° 00 [F] RM / 235 � 0 234 Sssoos, RM / 0 13,73 S.F. a, 0 11,789 S.F. / cr / ? 23 6 0 [F] z [F] ll" ,�o' / NA -1b. o' _° 11,567 S.F. 63 . 2 237 P. co N 233 „� 9,765 S.F. z 10,1 a S.F. ,`Q- <v / S 2 �`0, T \ / / / � / / � � [F] � TYP. PUE [F] 4��j o`\' �jo �'�2��2 \ / 238 SYP Pvp� DETAIL'P' 4v� IN/ 9,961 S.F. c,? Q v� De RE°N _ HEREONlo �Q' ^o / ��,�J2�c•�° [F] p p `p� HE C73 L=62.50' C72 L=61.23'- V / ���° `,62.34 _ 24.45' C71 L, / 2 39 G? 4 G77 L 'p °5, \ 8,864 S.F. lz 6 ,6�•4° oo / \. / J o, ��35 �o e, [F] C'6g3 �G�� . �C123 97.61' - G Q 9,065 S.F. f:)bt co �• o O IN / col 6 °�316 5�241 Q �1�gg� / '1 \ � Od), o V N �o 9,225 S.F. !z �� �ZZ 3'I �g561 1� „� / �lba N 242 o�� ��°N 0• �6 g� CITY OF BEND '9i o p o 8,784 S.F. p pv,p, ��0 ' STORM WATER DETAIL'R' 243 . u: Gig SHEET 8 / P D j COO w� 8,561 S.F. 499 s� \ 00 do0\ 244 MT 8,781 S.F. G \ < dQ p\v. P,ro?$� 6a' RIGHT OF WAY, pE �i-Or1 G8 V,3D�3' 122 �•3 DEDICgTION 1 Ga /G o \ Gat-6 � \ �1, - �03roo E Shr c ° o Ga3 i PN 245 L.6A cg6 o. c8 ---_ , PS o o % \N p SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL" PUE PUBLIC UTILITY EASEMENT I 06 N - O SET 5/8" IRON ROD WITH 1 1/2" ALUMINUM CAP MARKED "DOWL" ROW RIGHT OF WAY `;g2.79 GG N . 4' 1 a �'CP\\- ORM SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP, MARKED "DOWL REFERENCE MON" NDE NON -DEVELOPMENT EASEMENT o �:60 "' Cg7 pp.ED1 �1 E� PAE PUBLIC ACCESS EASEMENT ❑ SET 1 1/8" COPPER DISC IN CONCRETE MARKED "DOWL" 1 SWE PRIVATE STORM WATER EASEMENT E- m w L= CURVE LENGTH - w SSE PRIVATE SANITARY SEWER EASEMENT Quj OD STORM WATER EASEMENT TO CITY OF BEND w TYP. TYPICAL w Q SO SEWER EASEMENT TO CITY OF BEND C# SEE CURVE TABLE SHEET 11 OW WATER EASEMENT TO CITY OF BEND SEE SHEET 7 [F] FILL HAS BEEN PLACED ON A PORTION OF THIS LOT 228 o,� 229 15,264 S.F. [F] JQJ 4� 60 0 SCALE IN FEET CSZ>>g3 I COVERY WE T, PHA E 5 BEING A REPLAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE SOUTHWEST ONE -QUARTER (SW1/4) 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 2023 SEE SyE��T6� EYO k. 235 234 SCH 8 CO 236 233 o7t2 7 zo�3 Y: �l 11 n sNow 237 FiLM-o 0 6, 238 /� - ----C 12 3 9 7.61 - /.` V ` / Raw �V � � M. / CFO/C 239 P► C104 L=272.40 / 60 0 60 6 S`4�0 240 S� CITY OF BEND - SCALE IN FEET SG� �� STORM WATER DETAIL'R' v N6� 241 3�6�� SHEET 8 / °2� I 242 ^ i $ Ni 243 6 244 TRACT S 3p gip, o G�p3 O 5.00' PUE - 4 pRO�-� pJL I I E c8 _ o sN��� $ 245 I N o0 o t5.16 ACRES I PUE DETAIL'S' I i 0 o L;92 71 v i PPE \C PCG��� P\��GG, SHEET 9 o 8 ti P E M 97 L�6p C4 eN 1� SHE I r � I u �I � V f- mZ � _o I LLJ -°�° � 0)t� U) m o I `W w LLLJ� ? M • N I / �° u► I I 0 Z PUE DETAIL'EE' U) I 30.00' 30.00' SHEET 11 I U? c)I CDw I M � ►� o I C� M all � 00 PUE DETAIL'DD' °' (L I I SHEET 11 -�- ----I Z o _ _ - - - - - - I o ow --- Z I o� M - °'a. - _ 12.02' 00 S04035'24"E 66To,S864-_ I — - 9.25' -------- 668.40' iv 12.02' I NW WORKMAN ALLEY _ — _ ---- — - — - 209.54' c� - — - N86048'36"E L l LANE I o--- -N - _ — - 227.12' , 0 z ROW DETAIL 'AA' 230.77 - _ - _ - - - CITY OF BEND - - CITY OF BEND STORM WATER DETAIL'T' I w O HEREON .. - - - - w z WATER DETAIL'X' SHEET 9 I z x w Q c w SHEET 9 I w g I CITY OF BEND o N Ofo WATER DETAIL'W' wO>- SHEET 9 PUE DETAIL'FF' o 0. HEREON CF) ( z cM w w O= 0 I M I �m N 246 o I W Z N N �' 247 43,560 S.F. oco Z Q I N 248 0)48,376 S.F. 0 5.00' rn N o w~ M N 48,378 S.F. o o ROW DEDICATION N Z M o z zz CITY OF BEND ce) � I o Z PAE AND STORM WATER o Z Z U DETAIL'U' SHEET 9 z 30.00, 30.00 Q w C108 L=19.73' CITY OF BEND I Q STORM WATER DETAIL'V' o p S3001'08"E I---60.00' w SHEET 9 1.65' 198.82' o 227.12' UTILITY EASEMENT AGGREEMENT 2016_38783 cloo 224.95' S86058151 W 650.89'_ - _ _ _ _ _ - ._.. - 1 - -' -- - � 10.1--------------- _ _ — SKYLINERS ROAD SEE SHEET 3 FOR EXTERIOR BOUNDARY DIMENSIONS ALLEY N86048136"E _ PU (n o 0 5.00' c mo---1 248 0 247 M o z PUE DETAIL'FF ill =20' SIBZ24'36"W 14.62' .4 o '� O ' a Z w it O Ln m Z m a .� i 14.50' N85°24'36"E ROW DETAIL 'AA' lot =20' 2!L CMG TRACT T �I < co OD 'o l w c00n 1 PAE 0') o PUE olw I , L=6'Sp w �I L-11 06' L=16.00, C98 L=54.69' NW STANHOPE WAY EASEMENT DETAIL'BB' 1 " = 10' SEE LEGEND - SHEET 8 �z 220 �0 xo /h• '-o\ 221 �j � • O°\r'S9 \ , QJ� zi `; o° � \o� O<c- .3 0J N GY PUE DETAIL 'G' DISCOVERY WEST, PHASE 5 BEING A REPEAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE SOUTHWEST ONE -QUARTER (SW1/4) 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 2023 222 / OD xA � O OJG 223 clot/ STORM WATER DETAIL 'H' 1"=10' 1"=10' 227 N w a' c� SEE PUE DETAIL J HEREON _ � r PUE - L=45.74' w O N43034'16"W � c �N44°56'47"W L=45.61 5 50' _ o 5L=11.29' NW CROSSING DRIVE deal 1% STORM WATER DETAIL 'K' 1 " = 10' Pv� �v s00 W N 0 Zc C VIC\ cn C -A G = 1 245 O N ma V m V WTR DETAIL 'Q' 1 " = 10' 224 W 223 226 225 228 Z 227 O 0 04 10.00' W 10.00'(W NW CROSSING DRIVE N TYPICAL WATER DETAIL T 1 " = 10' TRACT Q 2 w Z 230 N co A. N W cn c7 231 w - �` o "E 41.5V _ % 0V �, cr 20.00 75.28,43„E 82.06, N38 Nei CROSBY ERNE d� PUE DETAIL'L' 1"=20' W 245 > Q Z Q a a J -- — — —— o .J 657 — — — —O— — — — — —O lu w U) — .OlcD — — — O — — — — co ° Z 0 `6 �' L=41.05' I L=7.05, o � NW CROSBY DRIVE STORM WATER DETAIL 'R' 1 it = 10' Z� a 226 N44039'13"W 5.00' 227 17 °O j o / o `�o ♦J / QJ� Z. N44039'13"W� GGJ 5.00' �J VV � N d PUE DETAIL U 1 it = 10' 231 tiS22QI 3.00' �, l / 2S� �� ^O O 232 4ko, OO o0 2.00' S52024'25"E--�, 5.00' N EASEMENT DETAIL'N' LEGEND O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL" O SET 5/8" IRON ROD WITH 1 1/2" ALUMINUM CAP MARKED "DOWL" 0 SET 1 1/8" COPPER DISC IN CONCRETE MARKED "DOWL" L= CURVE LENGTH SWE PRIVATE STORM WATER EASEMENT, GRANTED BY THIS PLAT SSE PRIVATE SANITARY SEWER EASEMENT, GRANTED BY THIS PLAT O STORM WATER EASEMENT TO CITY OF BEND Q SEWER EASEMENT TO CITY OF BEND ® WATER EASEMENT TO CITY OF BEND STORM WATER DETAIL 'M' 1 " = 10' WATER DETAIL 'O' 1 " = 10' PUE PUBLIC UTILITY EASEMENT, DEDICATED BY THIS PLAT ROW RIGHT OF WAY NDE NON -DEVELOPMENT EASEMENT, GRANTED BY THIS PLAT PAE PUBLIC ACCESS EASEMENT, DEDICATED BY THIS PLAT TYP, TYPICAL C# SEE CURVE TABLE SHEET 11 [F] FILL HAS BEEN PLACED ON A PORTION OF THIS LOT OE OVERHEAD ELECTRIC DISCOVERY WEST, PHASE 5 BEING A REPEAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE SOUTHWEST ONE -QUARTER (SW1/4) 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 2023 245 NO°00'44"E NO°00'44"E --- /� --— 19.20' --— — — —�\ 20.00' � s� / V_ co °G�°� /.� OVA L — 6lo ol� — PUE ��------- -- z 1 PUE 1 z / �'�j\o�, 20.00' 5.74' / 43.20' \ 11.37' NO°00'44"E NW CROSBY DRIVE PUE DETAIL'S' 1 of = 10' ALLEY N86048'36"E Q Z 10.00, w 7.50' w ° °'is �Irn 3 Afoo W ol� uj L — 10_00__ J m N86°48136'E O z a N cn 248 n V z WATER DETAIL 'W' ALLEY S86°48'36"W 10.00,T—ill .00, w w °�o 0o rn o 10.00°1.00_ J m S86 48 36 W Lu i� o 0 247 ° M cn 246 N I WATER DETAIL 'X' 1"=10' 1,f_10' PUE DETAUFF 1 It = 10' ALLEY N8604836"E I 20.03' i w vl- � N O 0 C:) LL! ° 1 r Z > cp : L 15_00' co N o m -- —_ N89059'16"W i O W1 ILc) I r z 246 z N 1 V � N89059'16"W� 5.00' STORM WATER DETAIL 'T' 1 " = 10' 246 S_86°58'S1"W 20.00' _ z C _ r _ 13.00' � 7.00',_ C 0 0 ao� 0 v W w i _ N M W M i o o PAE C d I N cn off' O i I Z� I S03001'08"E I I 1.65' 9.00' 11.00, 586° 58 51" W 20.00' N SKYLINERS ROAD n V PAE AND STORM WATER DETAIL ' U' 1 "=10' TRACT Q 248 0 247 M N86058'51"E — 7 r — 10.©0, 1o.00' I I i I i I i �i O O Rio o O p r c0 o r- )?N N l o { I I i I 10.00, 10.00' N N86058'51 "E SKYLINERS ROAD STORM WATER DETAIL 'V' 1 " = 10' 207 _ _ L=70_37__N37043'02'W 111.06' N0 00 SLOPE EASEMENT TO CITY OF BEND o 11AAo 'L=131.30 N37°43'02"W 111.06", L=20.00' NW STANHOPE WAY SLOPE EASEMENT DETAIL'Y' 1 " = 40' NW STANHOPE WAY 8.10' C94 L=165.79' N37°43'02"W 111.06' _ _ � N43° 13_'49"W 87.54' � S ass w ti�0�99�. SLOPE EASEMENT TO CITY OF BEND rn �os� ,N35°581171W 303.91' L=17.01' 249 TRACTS z �Q v �J SLOPE EASEMENT DETAIL'Z' 1" = 50' SEE LEGEND - SHEET 8 COUNTY SURVEYOn ! W 3y41 V O , 4111111111111111, vp IV N w Ufa DISCOVERY WEST, PHASE 5 BEING A REPEAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE SOUTHWEST ONE -QUARTER (SW1/4) 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 2023 232 O z 10.00' 229 231 I 230 O p 0 N . S43010'10"W 182.12'_ N47° 172.12' 21'26"W 23.73' TT LF O O O NW CR4S13Y DRNE SEWER EASEMENT DETAIL ill =60' MULTI -USE EASEMENT MULTI -USE EASEMENT ill =60' 227 225 224 _ SEWER EASEMENT TO CITY O- BEND — — — S43°05_48"W 498.18' _ — - -------------------- —I — 223 NW CROSSING DRIVE CHUTES couNTr SURVEYOR inazo 671-z?Lzou By: 222 CENTERLINE OF EXISTING 20' SEWER EASEMENT TO CITY TRACT Q ` ` � SEE �HE�T 5D 2022-3021 S; N T 20.0o' --1 10.00' ---1 10.00' 221 _ SEWER EASEMENT TO CITY OF BEND _ S50043'58"W ;§--, ' o� 1 u') �I w 220 M i L 219 1uw 1 1 I 1 M SEE LEGEND - SHEET 8 CS 21 123 D I COVERY WE T, PHASE 5 BEING A REPEAT OF A PORTION OF PARCEL 1 OF PARTITION PLAT 2007-83 AND A SUBDIVISION OF OTHER LANDS, LOCATED IN THE THE SOUTHWEST ONE -QUARTER (SW1/4) AND THE SOUTHEAST ONE -QUARTER OF (SE1l4) OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 2023 NW S N2051'21 "W ",A6 t�8 0 5.16' o. cr p PE J ►n W m 245 O Z cl) Z PUBLIC ACCESS EASEMENT DETAIL 'CC' 1 " = 10' 245 Q LJ.1 86046'28"W (L 6.00' O _ OR 0 I Z 6.00'� PUE-- ------ ---------- Z � N N O D In M � 0 N ° v z S86048'36"W V ALLEY PUE DETAILDU 1 to = 10' r I o 0 � 245 LO 5.00' �I o 0 PUE I z w �• i Mo O z n: I � I co mo S86048'36"W a ALLEY PUE DETAIL'EE' CURVE TABLE CURVE # RADIUS ARC LENGTH CENTRAL ANGLE CHORD Cl 270.00' 163.46' 34041'17" S76042'21"E 160.98' C2 495.00' 13.41' 1 °33'08" S34053'20"W 13.41' C3 555.00' 118.36' 12013'10" N29033'19"E 118.14' C4 1650.00' 322.19' 11011'17" S44003'56"W 321.68' C5 545.00' 365.89' 38027'59" S19014'44"W 359.06' C6 368.03' 19.47' 3001'52" S1030'12"E 19.47' C7 5596.39' 39.83' 0024'28" S86047'13"W 39.83' C8 530.00' 1.95' 0012'41" N5049'56"W 1.95' C9 (R3)" 790.00' 479.22' 34045'21" N53028'44"E 471.90' C10 320.00' 156.35, 27059'38" N56051'35"E 154.80' C11 270.00' 40.61' 8037'06" N89044'27"W 40.58' C12 270.00' 11.73' 2029'21" N84011'13"W 11.73' C13 270.00' 11.34' 202423" N81 °44'21 "W 11.34' C 14 270.00' 99.78' 21 0 10'27" S69056'56"E 99.21' C15 360.00' 62.23' 9054'17" N40054'22"E 62.16' C 16 360.00' 70.22' 11 0 10'36" N51 °26'48"E 70.1 V C17 360.00' 70.34' 11°11'41" N62037'56"E 70.23' C18 360.00' 19.91' 3010'09" N69048'51"E 19.91' C19 360.00' 222.70' 35026'43" S53040'34"W 219.17' C20 740.00' 6.62' 0030'45" N71 °08'33"E 6.62' C21 740.00' 90.02' 6058'12" N67°24'05"E 89.96' CURVE TABLE CURVE # RADIUS ARC LENGTH CENTRAL ANGLE CHORD C64 420.00' 190.63' 26000'19" N49006'13"E 189.00' C65 1650.00' 81.67' 2°50'09" S48014'29"W 81.66' C66 1650.00' 86.30' 2059'49" S45019'30"W 86.29' C67 1650.00' 85.78' 2058'44" S42020'14"W 85.77' C68 1650.00' 68.44' 2022'35" S39039'34"W 68.43' C69 550.00' 35.00' 3038'46" S36039'20"W 35.00' C70 550.00' 102.04' 10037'47" S29031'03"W 101.89' C71 380.00' 70.05' 10033'43" N7405939"W 69.95' C72 380.00' 61.23' 9°13'54" N84053'27"W 61.16' C73 380.00' 62.50' 9025'27" S85046'52"W 62.43' C74 380.00' 62.34' 9024'00" S76022'08"W 62.27' C75 380.00' 61.40' 9015'27" S67°02'25"W 61.33' C76 380.00' 6.93' 1 °02'44" S61 °53'19"W 6.93' C77 380.00' 324.45' 48°55'16" S85049'35"W 314.69' C78 1670.00' 22.99' 0047'20" S61 °45'37"W 22.99' C79 1670.00' 61.80' 2007'13" S63012'54"W 61.80' C80 1670.00' 64.10' 2011'58" S65022'29"W 64.10' C81 1670.00' 62.00' 2007'38" S67032'17"W 62.00' C82 1670.00' 63.50' 201043" S69041'28"W 63.50' C83 1670.00' 69.41' 2022'53" S71 °58'16"W 69.41' C84 1670.00' 343.80' 11 °47'45" S67015'50"W 343.21' . UM COUNTY 00"U V Y t Z7 3 •� Co 1l ��f CURVE TABLE CURVE # RADIUS ARC LENGTH CENTRAL ANGLE CHORD C22 740.00' 83.62' 6028'29" N60040'45"E 83.58' C23 740.00' 84.34' 6031'48" N54010'36"E 84.29' C24 740.00' 84.41' 6032'07" N47038'39"E 84.36' C25 740.00' 88.56' 6051'24" N40056'53"E 88.51' C26 740.00' 437.57' 33052'45" S54027'33"W 431.22' C27 480.00' 52.57' 6016'31" S39014'19"W 52.54' C28 480.00' 71.32' 8030'46" S46037'58"W 71.25' C29 480.00' 71.28' 8030'30" S55008'36"W 71.21' C30 480.00' 22.69' 2042'32" S60045'07"W 22.69' C31 480.00' 217.86' 26000'19" N49006'13"E 216.00' C32 1910.00' 36.85' 1 °06'20" S62039'33"W 36.85' C33 1910.00' 70.89' 2007'35" S64016'30"W 70.88' C34 1910.00' 60.39' 1048'42" S66014'39"W 60.39' C35 1910.00' 70.22' 2°06'24" S68012'11"W 70.22' C36 1910.00' 70.07' 2006'07" S70018'26"W 70.06' C37 1910.00' 70.01' 2006'00" S72024'30"W 70.00' C38 1910.00' 23.30' 0041'57" S73048'28"W 23.30' C39 1910.00' 401.72' 12003'03" N68007'55"E 400.98' C40 495.00' 56.08' 6029'30" S70c54'41 "W 56.05' C41 495.00' 89.61' 1002222" S62028'45"W 89.49' C42 495.00' 87.47' 10007'28" S52°13'50"W 87.36' CURVE TABLE CURVE # RADIUS ARC LENGTH CENTRAL ANGLE CHORD C85 430.00' 127.05' 16055'43" N 19" 15'33"W 126.59' C86 430.00' 75.00' 9059'37" N32043'14"W 74.91' C87 430.00' 202.05' 26055'20" N24015'22"W 200.20' C88 1030.00' 131.30' 7018'14" N41 °22'09"W 131.21' C89 1030.00' 149.72' 8" 19'43" N49011'08"W 149.59' C90 1030.00' 281.03' 1503757" N45032'01 "W 280.15' C91 970.00' 37.94' 2014'28" N52046'42"W 37.94' C92 970.00' 70.21' 4008'51" N49035'02"W 70.20' C93 970.00' 165.79' 9047'35" N42°36'50"W 165.59' C94 970.00' 273.94' 16010'54" N4504829"W 273.04' C95 370.00' 179.12' 27044'14" N23050'55"W 177.38' C96 1670.00' 61.38' 2°06'21" N76016'57"E 61.38' C97 1730.00' 60.84' 2°00'54" N76034'32"E 60.84' C98 370.00' 54.69' 8028'08" S3040'52"W 54.64' C99 430.00' 83.54' 11 007'55" S2020'58"W 83.41' C100 5606.39' 20.74' 0012'43" S86041'06"W 20.74' C101 370.00' 80.76' 12030'20" S1°39'46"W 80.60' C102 430.00' 79.46' 10035'15" S2037'19"W 79.34' C103 1730.00' 366.86' 12009'00" S67026'27"W 366.17' C104 320.00' 272.40' 48046'23" S85045'09"W 264.25' C105 550.00' 30.03' 3°07'43" S22038'18"W 30.03' CURVE TABLE CURVE # RADIUS ARC LENGTH CENTRAL ANGLE CHORD C43 495.00' 99.38' 11 °30'12" S41 °25'00"W 99.21' C44 495.00' 332.55' 38029'32" N54054'40"E 326.33' C45 555.00, 92.45' 9032'41" N28013'04"E 92.35' C46 555.00' 25.91' 2°40'30" N34019'39"E 25.91' C47 555.00' 44.17' 4033'34" N37056'41 "E 44.15' C48 555.00' 70.16' 7014'36" N43050'46"E 70.12' C49 555.00' 70.24' 7015'05" N51005'37"E 70.19' C50 555.00' 70.25' 7015'10" N58020'44"E 70.21' C51 555.00' 88.49' 9008'07" N66032'22"E 88.40' C52 555.00' 29.54' 3003'00" N72037'56"E 29.54' C53 555.00' 372.86' 3802932" N54054'40"E 365.89' C54 1850.00' 58.44' 1 °48'36" N73015'08"E 58.44' C55 1850.00' 87.99' 2043'30" N70059'05"E 87.98' C56 1850.00' 88.49' 2044'26" N68015'07"E 88.48' C57 1850.00' 57.62' 1 °47'04" N65059'22"E 57.61' C58 1850.00' 78.50' 2025'52" N6305254"E 78.49' C59 1850.00' 18.07' 0033'35" N62023'10"E 18.07' C60 1850.00' 389.10' 12003'03" N68007'55"E 388.39' C61 420.00' 49.01' 6041'09" N58045'48"E 48.98' C62 420.00' 78.51' 10042'36" N50003'56"E 78.39' C63 420.00' 63.11' 8036'34" N40°24'21 "E 63.05' CURVE TABLE CURVE # RADIUS ARC LENGTH CENTRAL ANGLE CHORD C106 550.00' 30.01' 3007'33" S19030'40"W 30.00' C107 550.00' 172.17' 17056'10" N8058'49"E 171.47' C108 373.03' 19.73' 3001'52" S1030'12"E 19.73' C109 350.00' 211.25' 3403457" N54006'27"E 208.06' C110 340.00' 199.18' 33033'52" N54037'00"E 196.34' C111 750.00' 473.73' 36011'24" N53018'14"E 465.89' C112 760.00' 449.88' 33054'59" N54026'26"E 443.34' C113 790.00' 20.49' 1029'11" S36050'39"W 20.49' C114 450.00' 204.25' 26000'19" N49006'13"E 202.50' C115 1880.00' 395.41' 12003'03" N68007'55"E 394.69' C116 525.00' 352.70' 38029'32" N54054'40"E 346.1 V C117 1000.00' 282.42' 16010'54" N4504829"W 281.49' C 118 400.00' 221.12' 31 °40'25" N21 °52'49"W 218.32' C119 400.00' 97.45' 13057'33" N0056'10"E 97.21' C120 400.00' 87.31' 12°30'20" N1039'46"E 87.13' C121 1700.00' 92.79' 3007'38" N75053'41"E 92.78' C122 1700.00' 384.68' 12057'55" N67050'55"E 383.86' C123 350.00' 297.61' 48043'10" N85043'32"E 288.72' C124 5596.39' 392.80' 4001'17" S84058'48"W 392.72' C125 5596.39' 352.98' 3036'50" S84046'34"W 352.92' C126 790.00' 458.72' 33-16-10" N54°13'20"E 452.30' SEE LEGEND - SHEET 8 if = 10' CS 21 123