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HomeMy WebLinkAboutSurvey 20482Deschutes County Official Records 2021 _19213 Nancy Blankenship, County Clerk 03/26/2021 11:33 AM D-PP Cnt=1 Stn=7 AP PARTITION PLAT Ivn. A 259.81 ACRE PARTITION LOCATED IN THE SW1/4 OF SECTION 7, THE NW114 OF SECTION 18 AND THE N1/2 OF THE S1/2 OF SECTION 18, T14S, R12E, W.M., DESCHUTES COUNTY, OREGON DESCHUTES COUNTY PLANNING FILE: 247-20-000023-MP OWNER'S DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, FRED W. NETTER, TRUSTEE OF THE FRED W. NETTER TRUST U/T/A AUGUST 26, 1999 AND TERESA H. NETTER, TRUSTEE OF THE TERESA H. NETTER TRUST U/T/A AUGUST 26, 1999, ARE THE OWNERS OF THE LANDS SHOWN ON THIS DESCHUTES COUNTY PARTITION NO. 247-20-000023-MP, THE BOUNDARY OF WHICH IS MORE PARTICULARLY DESCRIBED IN THE ATTACHED SURVEYOR'S CERTIFICATE, AND THAT WITH THE CONSENT OF BANK OF EASTERN OREGON, AS A TRUST DEED BENEFICIARY, WE CAUSED THE SAME TO BE SURVEYED, PARTITIONED, AND PLATTED INTO PARCELS AS SHOWN HEREON, AND THAT WE DO HEREBY SUBMIT FOR RECORD AND APPROVAL SAID PARTITION, AND THAT WE DO HEREBY DEDICATE TO THE PUBLIC FOREVER ANY RIGHT-OF-WAY SHOWN HEREON, LOCATED WITHIN THE DESCRIPTION OF THE ATTACHED SURVEYOR'S CERTIFICATE, THAT HAS NOT BEEN PREVIOUSLY DEDICATED. FRED W. NETTER TRUSTEE OF THE FRED W. NETTER TRUST U/T/A AUGUST 26, 1999 TRUSTEE OF THE TERESA H. NETTER TRUST U/T/A AUGUST 26, 1999 BANK OF EASTERN OREGON PRINTED NAME AND TITLE ACKNOWLEDGMENT STATE OF OREGON ) )SS COUNTY OF DESCHUTES ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME FREELY AND VOLUNTARILY ON THIS �Q DAY OF M ajN, 2021 BY FRED W. NETTER. ma�KAAw NOTARY PUBLIC PRINTED NAME. _1_"__ W I C. M CAN 0M NOTARY PUBLIC - OREGON COMMISSION NO: ` -A 05 ."-S1 MY COMMISSION EXPIRES d .� VAi 20 ACKNOWLEDGMENT STATE OF OREGON ) )SS COUNTY OF DESCHUTES ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME FREELY AND VOLUNTARILY ON THIS I DAY OF �' C� 2021 BY TERESA H. NETTER. NOTARY`PUBLIC — , C PRINTED NAME: S NOTARY PUBLIC - OREGON COMMISSION NO: -0 S MY COMMISSION EXPIRES r 20�0` . 2osi- ACKNOWLEDGMENT STATE OF 0 C t Ckb Y1 ) COUNTY OF �Qe-Z00C t� ASS ON THIS DAY OF )Nos c ` 2021, BEFORE ME PERSONALLY _Dh APPEARED `e��C C WHO BEING DULY SWORN, STATED THAT HE/SHE IS A OF BANK OF EASTERN OREGON WHO IS AUTHORIZED TO EXECUTE THE FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE VOLUNTARY ACT AND DEED OF THE BANK. lA NOTARY PUBLIC PRINTED NAME: MQC\A NOTARY PUBLIC - OREGON COMMISSION NO: `-1d MY COMMISSION EXPIRES y 20 . SURVEYOR'S CERTIFICATE I, JERRY D. STICHLER, OREGON REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2527, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS SHOWN ON THIS DESCHUTES COUNTY PARTITION NO. 247-20-000023-MP, THE BOUNDARY OF WHICH BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING AT THE INITIAL POINT, A 5/8" IRON ROD LOCATED AT THE SOUTHWEST CORNER OF SECTION 7, T 14S, R 12E, W.M.; THENCE N00' 13'31 "W - 1293.28 FEET ALONG THE WEST LINE OF THE SW1/4 OF SAID SECTION 7 TO THE SOUTHERLY RIGHT-OF-WAY LINE FOR JOE BUCK AVENUE; THENCE N89'30'22"E - 2239.69 FEET ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE TO THE WESTERLY RIGHT-OF-WAY LINE FOR LOWER BRIDGE WAY; THENCE FOLLOWING THE ARC OF A NON -TANGENT 602.96 FEET RADIUS CURVE TO THE LEFT A DISTANCE OF 113.56 FEET (THE LONG CHORD OF WHICH BEARS S24' 18'39 "E - 113.39 FEET) ALONG SAID WESTERLY RIGHT-OF-WAY LINE; THENCE S29"4222"E - 541.42 FEET ALONG SAID WESTERLY RIGHT-OF- WAY LINE; THENCE FOLLOWING THE ARC OF A 924.93 FEET RADIUS CURVE TO THE RIGHT A DISTANCE OF 482.41 FEET (THE LONG CHORD OF WHICH BEARS S14'45'52"E - 476.96 FEET) ALONG SAID WESTERLY RIGHT-OF-WAY LINE; THENCE SOO' 10'38 "W - 2835.67 FEET ALONG SAID WESTERLY RIGHT-OF-WAY LINE; THENCE FOLLOWING THE ARC OF A 746.20 FEET RADIUS CURVE TO THE LEFT A DISTANCE OF 530.18 FEET (THE LONG CHORD OF WHICH BEARS S20' 10'39 "E - 519.10 FEET) ALONG SAID WESTERLY RIGHT-OF-WAY LINE TO THE NORTHERLY RIGHT-OF-WAY LINE FOR MCKENZIE CANYON ROAD; THENCE S67'5326"W - 1588.99 FEET ALONG SAID NORTHERLY RIGHT-OF-WAY LINE TO THE EAST LINE OF THE NW114 OF THE SW 1 /4 OF SECTION 18, T 14S, R 12E, W.M.; THENCE N00'03'26 "W - 1031.35 FEET ALONG THE EAST LINE OF SAID NW114 SW 1 /4 TO THE NORTHEAST CORNER OF SAID NW114 SW 1 /4; THENCE S88'5227"W - 1368.78 FEET ALONG THE NORTH LINE OF SAID NW114 SW 1 /4 TO THE NORTHWEST CORNER OF SAID NW114 SW1/4; THENCE N00'00'27"E - 2638.75 FEET ALONG THE WEST LINE OF THE NW114 OF SAID SECTION 18 TO THE POINT OF BEGINNING. PARCEL CONTAINS ±259.810 ACRES SUBJECT TO ALL EASEMENTS, RESTRICTIONS, AND RIGHT- OF-WAY OF RECORD PERTAINING TO THE ABOVE DESCRIBED LANDS. REGISTERED PROFESSIONAL LAND SURVEYOR 03/ 17/21 OREGON A LY = 1991 JERRY D. STICHLER 2527 RENEWS 6130122 GENERAL NOTES 1. AN INGRESS AND EGRESS EASEMENT PER INSTRUMENT NO. 186-598 RECORDED JULY 18, 1972 IN OFFICIAL DESCHUTES COUNTY DEED RECORDS IS SOMEWHAT BLANKET IN NATURE HOWEVER IT APPEARS TO BE LOCATED WITHIN THE EXISTING RIGHT-OF-WAY FOR MCKENZIE CANYON ROAD. IT IS THEREFORE NOT SHOWN HEREON 2. AN INGRESS AND EGRESS EASEMENT PER INSTRUMENT NO. 186-676 RECORDED JULY 20, 1972 IN OFFICIAL DESCHUTES COUNTY DEED RECORDS IS LISTED AS AN ENCUMBRANCE BY DESCHUTES COUNTY TITLE REPORT ORDER NO. DE13166. THE DESCRIPTION OF THE ENCUMBERED PROPERTY CONTAINED WITHIN SAID DOCUMENT PLACES THE EASEMENT WEST OF THESE LANDS AND IT IS THEREFORE NOT SHOWN HEREON. 3. AN INGRESS AND EGRESS EASEMENT PER INSTRUMENT NO. 2011-16299 RECORDED MAY 2, 2011 IN OFFICIAL DESCHUTES COUNTY DEED RECORDS IS LISTED AS AN ENCUMBRANCE BY DESCHUTES COUNTY TITLE REPORT ORDER NO. DE13166. THE DESCRIPTION OF THE ENCUMBERED PROPERTY CONTAINED WITHIN SAID DOCUMENT PLACES THE EASEMENT WEST OF THESE LANDS AND IT IS THEREFORE NOT SHOWN HEREON. $25.00 $11.00 $61.00 $10.00 $6.00 INDEX SHEET 1 - OWNER'S DECLARATION, ACKNOWLEDGMENTS, SURVEYOR'S CERTIFICATE, GENERAL NOTES, WATER RIGHTS STATEMENT, APPROVALS AND NARRATIVE. SHEET 2 - BASE MAP, LEGEND, CORNER NOTES, LINE TABLE, CURVE TABLE AND BASIS OF BEARINGS. SHEET 3 - DETAILS 'A', 'B', 'C', 'D' AND 'E'. WATER RIGHTS STATEMENT THESE LANDS HAVE AN ADJUDICATED 185.0 ACRES OF WATER RIGHTS ON CERTIFICATES ISSUED TO THREE SISTERS IRRIGATION DISTRICT. SAID WATER RIGHTS ARE PROPOSED TO BE ALLOCATED TO PARCELS 1, 2 AND 3 AS SHOWN HEREON. APPROVALS 3 --;� //26 q 1 THREE SISTERS IRRIGATION DISTRICT DATE I HEREBY CERTIFY THAT ALL TAXES ARE PAID T T IS DATE. ),2 DESCH T S COUNTY TAX T DATE 51,L - 0 I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES, AND OTHER CHARGES REQUIRED BY LAW TO BE PLACED ON THE 2020-2021 TAX ROLL WHICH BECAME A LIEN OR WILL BECOME A LIEN ON THIS PARTITION DURING THIS TAX YEAR BUT NOT YET CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION HAVE BEEN PAID. k 10 % j2M 3 i-.22 •.2V21 DESCHUT S OUNTY SESSOW DATE D U S COUNTY SURVEYOR DATE ; ,/�cov"T'If &V67WEM 3 - �2 - a t DESCHUTES COUNTY ROAD DEPARTMENT DATE Itzza av 3-as-ao2, DESCHUTES COUNTY ENVIRONMENTAL NEALTH DIRECTOR DATE z — ESCHUTES COUNN PLANNING DIRECTOR DATE DESCHUTE COUNTY BOARD F COMMISSIONERS DATE SIGNATURE BY THE BOARD OF COMMISSIONERS CONSTITUTES ACCEPTANCE BY THE COUNTY OF ANY DEDICATION MADE HEREON TO THE PUBLIC. THE PURPOSE OF THIS SURVEY WAS TO PARTITION A PORTION OF THE LANDS AS DESCRIBED BY WARRANTY DEED INSTRUMENT NO. 2019-18413. THE DESCRIPTION CONTAINED WITHIN SAID DEED INCLUDES A PORTION OF NW114 SW 1 /4 OF SECTION 18 HOWEVER THE PARENT PARCEL FOR THIS PARTITION IS PARCEL 3 OF PARTITION MJP-81-07 AFTER A SUBSEQUENT BOUNDARY ADJUSTMENT (CS00181) THAT REMOVED A PORTION LYING SOUTH OF MCKENZIE CANYON ROAD. PRELIMINARY APPROVAL OF THE PARTITION WAS GRANTED BY DESCHUTES COUNTY PLANNING FILE 247-20-000023-MP. RECORD SURVEYS INCLUDED COUNTY ROAD DEPARTMENT SURVEY OF LONG HOLLOW ROAD DATED 1923, MP-79-203 (CS00162), CS00163, CS00179, MJP-79-53 (CS00180), MJP-81-07 (CSO0164), CS00122, LOT LINE ADJUSTMENT MP-82-01 (CS00181), CSO4245, CS 13295, CSO4950 AND CS 12599. SECTION CORNER, 114 CORNER AND 1116 CORNER SURVEY MONUMENTS WERE LOCATED AND HELD AS SHOWN HEREON. THE WEST 114 CORNER OF SECTION 7 APPEARS TO HAVE BEEN SET IN ERROR PER CS00163 AS DISCOVERED BY CSO4245. THIS CAUSED THE SW CORNER FOR PARCEL 2 OF MJP-81-07 (CSO0164) TO BE SET WEST OF THE SECTION LINE AS NOTED. I HELD THE FOUND CS00164 MONUMENTS FOR JOE BUCK ROAD ALIGNMENT ONLY AS SHOWN. ORIGINAL AXLES WERE FOUND AND HELD FOR THE CENTERLINE OF LOWER BRIDGE WAY AS INDICATED. THE RECORD 1923 ALIGNMENT WAS ROTATED AND SCALED SLIGHTLY TO FIT THE FOUND AXLES AND THEN A TANGENT DISTANCE WAS ADJUSTED f4.5 FEET NORTH TO MEET UP WITH THE CS 12599 MONUMENT AT THE INTERSECTION OF MCKENZIE CANYON ROAD. SAID CS12599 MONUMENT AND RECORD DIMENSIONS ALONG THE 1116 LINE PER CS00180 WERE HELD TO DEFINE THE ALIGNMENT FOR MCKENZIE CANYON ROAD. THE C-W 1116 CORNER OF SECTION 18 WAS CALCULATED PER INSTRUCTIONS. WITH ALL BOUNDARIES OF THE PARENT PARCEL BEING DEFINED, RESULTING PARCELS WERE THEN CALCULATED PER THE APPROVED TENTATIVE PLAN AND MONUMENTS WERE SET ACCORDINGLY. AT THE REQUEST OF THE CLIENT, THIS SURVEY ALSO SET THE SW CORNER OF THE COMMON OWNERSHIP AREA WITHIN THE NW114 SW 1 /4 OF SECTION 18 AS SHOWN. DESCHUTES COUNTY SURVEYOR' FlLED 3 29 BY: Ovrrk.¢�T PREPARED FOR: FRED W. NETTER TRUST 5771 SW ELKHORN LANE TERREBONNE, OREGON 97760 PREPARED BY: PRECISION LAND SURVEYING, INC. P.O. BOX 2062 REDMOND, OREGON 97756 (541) 548-6092 MARCH 17, 2021 SHEET 1 OF 3 DRAWN BY: J.S. JOB NO. 19/151 EDSC: NETTER PART ACAD: 19151PART $113.00 0 cc 044 t11 k7r] 114 COR. (1 M N 0 N 0 0 2 PAR TITIOAr PLA T IVO 0 2021 -1 I A 259.81 ACRE PARTITION LOCATED IN THE SW114 OF SECTION 7, THE NW114 OF SECTION 18 AND THE N112 OF THE S112 OF SECTION 18, T14S, R12E, W.M.) DESCHUTES C 0 UNT Y, OREG ON DESCHUTES COUNTY PLANNING FILE: 247-20-000023-MP " SCALE 1 " = 300' = °°`o 0 150 300 600 FT. DESCHUTES COUNTY SURVEYOR �o �Q AILED 3/29 ,Zoo. . Dvnkt.1h BY. Q J.&2 R/W DEDICATION �o 0.046 AC. SEE DETAIL 'A' ON SHEET 3 ow cj III LEGEND '30'22 "E �L5 �OR L1v- 70.57 i7;55 NNNN Z �s J2W2�� �o 00 d ro � Moo b G PARCEL 3 N ,� co Z 8.256 AC. 0 0;° o o N M 0.0 AC. WATER popoz ? N88'16'06"E N 561.35 3 M M O N O Z t 0 0 Z 121� 7 SEC. COR. �2 INITIAL 1 POINT 3 18 1/4 COR. 04 rn 0 co w d- rn 0 0 O Z N69'30'22 N89'30'22 "E N 2239.69 N 560.07 N 2 PARCEL 2 W 7.530 AC. o 0.0 AC. WATER 00 ;n 0 Z .54,34„E 555 2-0N78 N89'30'22 "E N 1094.13 JOE BUCK AVENUE O -. ?/L-•------•- 1/4 COR. N88'54'59 "E N 2699.04 (S89'01'10"W N 2699.60)R3 (N89'01'10"E N 2699.60)R4 (S88'58 57"W N 2699.40)R5,R8 co Q to connn I cnoNto Z2 N 2 2fi-�:: o o PARCEL 1 243.978 AC. 185.0 AC. THREE SISTERS o z o 0 IRRIGATION WATER o I I t9 C 114 COR. O LINE TABLE CURVE TABLE NUMBER RADIUS DELTA ANGLE ARC LENGTH CHORD BEARING CHORD LENGTH C1 602.96 10'4726" 113.56 S24'18'39"E 113.39 C2 924.93 924.92 29'53'00" 29'50'36" 482.41 481.76 S14'4552"E 476.96 476.33 R6 C3 746.20 40'42'34 " 530.18 S20' 10'39 "E 519.10 C4 602.96 05'55'06" 62.28 S15*5723"E 62.25 C5 746.20 04'55'57" 64.24 S42'5955 "E 64.22 C6 716.20 09'2628" 118.01 N50' 11 '07"W 117.88 C7 716.20 45'38'31 " 570.53 N22'3838 "W 555.56 C8 716.20 716.20 55'04'59" 55'05'00" 688.54 688.E R 1 N27021 '52"W 662.33 C9 954.93 954.93 29'53'00" 29'53'00" 498.06 498.1 R 1 N 14'45'52"W 492.43 C 10 572.96 10'47'26" 107.91 N24' 18'39 "W 107.75 C11 572.96 40'46'34" 407.76 NO1'28'21 "E 399.21 C 12 572.96 572.96 51 '34'00" 51'34'00" 515.67 515.7 R1 NO3'5522 "W 498.44 C 13 746.20 15'49'02" 206.00 N32'3725 "W 205.34 C14 746.20 22'55'52" 298.65 N29'04'00"W 296.66 C 15 766.20 22*26'01 " 300.00 N28'49'04 "W 298.09 S88'52'27"W - 1368.78 ( 1 (N88'58'49"E N1357.14)R68 SEE DETAIL 'D' ON -., -SHEET 3 THIS AREA NUMBER BEARING DISTANCE L 1 N89'30'22 "E 44.92 L2 N89'30'22"E 50.00 L3 N00'2938"W 40.00 L4 NOO'29'38"W 40.00 L5 N89'30'22 "E 50.00 L6 NOO' 13'31 "W N00'36'21 "W 60.00 60.00 R6 L 7 N89'30'22 "E 7.43 L8 NOO'03'26"W N00' 13'34 "W 209.08 210.94 R6 L9 N00'03'26"W (N00' 13'34 "W 64.74 64.54)R6 L 10 N54'54'21 "W N55'30'W 373.49 3 73.8R 1 L 11 N00' 10'38 "E N00'25'W 373.49 373.8 R 1 L 12 NOO' 10'38 "E N00'25'W 1254.83 I 254.9 R 1 LINE TABLE 0 c.> (N88.56'34"E N 2714.55)R5 (N88'58 49 E 2714.28)R4 U N88'52'27"E N 2714.01 - N88'52'27"E N 1345.23 (N88'56'34"E N 1345.50)R5,R8 T O �0 NUMBER BEARING DISTANCE L 13 N29'42'22 "W N30' 18'W 254.83 254.9 R 1 L 14 N29'42'22 "W N30' 18'W 276.77 277.1 R 1 L15 N21'51'38"E N21 ' 16'E 276.77 2 77. 1R 1 L 16 N44'32'06 "E 30.00 L 17 S89'4922 "E 30.00 L 18 N60' 17'38 "E 30.00 L 19 N71 '05'04 "E 30.00 L20 N00' 10'01 "W NOO'05'35"W 273.80 273.94 R8 L21 N00'03'26"W NOO'01 ' 12 "E 273.82 273.94)R8 L22 N67'5326"E 119.29 L23 N00'02'54 "W 217.85 L24+N72-23'5 67'532NFE-7� 21.05 L25 20.00 30' - 30' - (LONG HOLLOW RD.) 60' R/W PER - COMM. JOURNAL VOL. 1, PAGE 497. SEE DETAIL '8' ON SHEET 3 1 3 Q) co O N� CD �0 W op N N ? O W3 in 00 SFNF ( )R1 ( )R2 ( )R3 ( )R4 ( )R5 ( )R6 ( )R7 ( )R8 ( )R9 ( )R10 ( )R11 D. C. D. R. D. C. 0. R. FOUND MONUMENT AS NOTED. REFER TO RESPECTIVE CORNER NOTE ON THIS SHEET. FOUND 5/8" IRON ROD PER MJP-81-07 (CS00164) BY JAN M. WICK FILED 1111611981. SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527 ". LINE DESIGNATION - REFER TO TABLE ON THIS SHEET FOR DATA. CURVE DESIGNATION - REFER TO TABLE ON THIS SHEET FOR DATA. CORNER NOTE DESIGNATION - REFER TO CORNER NOTES ON THIS SHEET. DIMENSION LINE. SECTIONAL SUBDIVISION LINE SHOWN FOR REFERENCE ONLY. NOT DRAWN TO SCALE. MONUMENT SEARCHED FOR - NOTHING FOUND OR SET. RECORD OR CALCULATED DATA PER MAP IN COUNTY ROAD DEPT. RECORDS OF LONG HOLLOW ROAD (LOWER BRIDGE MARKET ROAD NO. 8) BY ROBERT B. GOULD DATED 1923. RECORD DATA PER MP-79-203 (CS00162) BY ROBERT R. POVEY DATED 1011111979. RECORD DATA PER CS00163 BY ROBERT R. POVEY FILED 0212111980. RECORD DATA PER CS00179 BY ROBERT R. POVEY FILED 0212111980. RECORD DATA PER MJP-79-53 (CS00180) BY CLELL GOODWIN FILED 0312111980. RECORD DATA PER MJP-81-07 (CS00164) BY JAN M. WICK FILED 1111611981. RECORD DATA PER CS00122 BY JAN M. WICK FILED 0311711982. RECORD DATA PER LOT LINE ADJUSTMENT (CS00181) BY RICHARD CLARK FILED 0412211982. RECORD DATA PER CSO4245 BY LYNN J. BRUNO FILED 0712511991. RECORD DATA PER CS 13295 BY PARNELI J. PERKINS FILED 0611011998. RECORD DATA PER CSO4950 BY WILLIAM D. LYCHE DATED 1112711974. DESCHUTES COUNTY DEED RECORDS. DESCHUTES COUNTY OFFICIAL RECORDS. CORNER NOTES 1. 1/4 CORNER - FOUND 3" DIA. BRASS CAP ON 3" IRON PIPE IN CANAL ROAD MARKED "T14S 1/4 R11E R12E S12 S7 1991 PLS2335" PER CSO4245 BY LYNN J. BRUNO FILED 0712511991. 3/4" IRON PIPE PER CS00163 NOT SEARCHED FOR THIS SURVEY. 2. SECTION CORNER - FOUND 5/8" IRON ROD OF UNKNOWN ORIGIN. CSO4950, BY WILLIAM D. LYCHE DATED 1112711974, IS THE FIRST RECORD SURVEY NOTING A FOUND 5/8" IRON ROD AT THIS LOCATION. SUBSEQUENT SURVEYS CS00163, CS00179, CS00180, CS00164, CS00122, CS00181, CSO4245 AND CS13295 NOTE FINDING A 5/8" IRON ROD. SEVERAL SURVEYS NOTE THE 5/8" IRON ROD TO BE PER LYCHE'S SURVEY. 3. 1/4 CORNER - FOUND 3/4" IRON PIPE IN PAVEMENT OF LOWER BRIDGE WAY PER CS00179 BY ROBERT R. POVEY FILED 0212111980. 4. 1/4 CORNER - FOUND 5/8" IRON ROD OF UNKNOWN ORIGIN INSIDE OF 3" IRON PIPE. CSO4950, BY WILLIAM D. LYCHE DATED 1112711974, IS THE FIRST RECORD SURVEY NOTING A FOUND 5/8" IRON ROD AT THIS LOCATION. SUBSEQUENT SURVEYS CS00179, CS00180 AND CS00181 NOTE FINDING A 5/8" IRON ROD. CS00180 NOTES THE 5/8" IRON ROD TO BE PER LYCHE'S SURVEY. 5. C 1/4 CORNER - FOUND 2" DIA. ALUMINUM CAP ON 5/8" IRON ROD IN EAST SHOULDER OF LOWER BRIDGE WAY MARKED "DESCHUTES COUNTY PUBLIC WORKS T14S R12E C1/4 S18 LS2140" PER OCRR NO. 1098 BY THOMAS S. BLUST DATED 01/2111992. 6. SW 1/16 CORNER - FOUND 5/8" IRON ROD f 1.0 BELOW GRADE PER I CS00180 BY CLELL GOODWIN FILED 0312111980. 7. CENTERLINE P.l. - FOUND I" DIA. IRON AXLE f 1.0 BELOW GRADE OF I GRAVEL ROAD PER SURVEY OF LONG HOLLOW ROAD (LOWER BRIDGE MARKET ROAD NO. 8) BY ROBERT B. GOULD DATED 1923. 8. CENTERLINE P.I. - FOUND 1" DIA. IRON AXLE IN EASTERLY SHOULDER OF LOWER BRIDGE WAY PER SURVEY OF LONG HOLLOW ROAD (LOWER BRIDGE MARKET ROAD NO. 8) BY ROBERT B. GOULD DATED 1923. 9. R/W INTERSECTION - FOUND 3/4" IRON PIPE WITH YELLOW PLASTIC ' CAP MARKED "POVEY & ASSOC." f0.4 BELOW GRADE OF GRAVEL ROAD PER CS12599 BY WILLIAM G. BAHRKE FILED 0610411996. \ 10. SECTION CORNER - FOUND CHISELED "X" ON TOP NEAR SOUTH EDGE c, ` OF 18" X 18" STONE FIRMLY PLANTED IN GROUND WITHIN A COLLAR q'' OF STONES PER CSO4950 BY WILLIAM D. LYCHE DATED 11/2711974. ao 0:: M � EXISTING OVERHEAD UTILITIES AND EASEMENT PER 346-2905 \ N Lo SEE DETAILS 'C' AND 'E' ON �� `k " Soo SHEET 3 REGISTERED PROFESSIONAL ISSUE " " 2 o o• � '� LAND SURVEYOR � U) 0 o �' Z 3 � 3 60' R/W PER MJP-81-07 03/ 17/21 r7 ALo cy d• _N z o ti o '9 oPQ /, N 1586 R J oR Gott d- W wcCOv Zoo , 26''dd ON Zo JERRY� D. STICKER 2527 v o z ? 56�• 53 G �,N 636 bpo oz z I�CENZ13' 26''� -0 C 5 RENEWS 6130122 , N6? PREPARED FOR: FRED W. NETTER TRUST 5771 SW FT,KNnRN T.ANF BASIS OF BEARINGS °-,° BASE BEARING DETERMINED FROM CPS OBSERVATIONS USING WGS84 "SINGLE POINT POSITION" AT A CONTROL POINT SET IN A CONVENIENT LOCATION. A LOCAL TRANSVERSE MERCATOR MAP PROJECTION WAS THEN APPLIED WITH THE FOLLOWING PARAMETERS AND REAL TIME O OBSERVATIONS WERE USED AND INDEPENDENTLY CHECKED USING CONVENTIONAL METHODS. c° BASE LATITUDE: 44.22'02.43409" N. BASE LONGITUDE: 121'21'06.02240" W. \ ASSUMED BASE NORTHING: 5000.00 FT. ASSUMED BASE EASTING: 5000.00 FT. 3 o ELLIPSOID: WGS84 SCALE: 1.0001262285 PROJECT HEIGHT.- 2654.74 FT. Co U CS 2 0 4 8, 2 t 0 0 i �a Ld 114 COR. 0 loe- L1 PARTITION PLAT NO* ;70;11 A 259.81 ACRE PARTITION LOCATED IN THE SW114 OF SECTION 7, THE NW114 OF SECTION 18 AND THE N1 /2 OF THE S1 /2 OF SECTION 18, T14S, R12E, W.M. , DESCHUTES COUNTY, OREGON DESCHUTES COUNTY PLANNING FILE: 247-20-000023—MP 2 O� mZ W^ CL O FD. MON. TO FD. MON. o °� (N89' 16' 11 "E N 1344.72)R6 o W "E `` _ 30' N89'30'22 N 1344.21 to30 (N89' 16' 11 "E N 2220.44)R6 , p N89'30'22 "E N 2230.24 • N89°30'22 "E N 1336.78 N89030'22 "E N 886.04 SFNF (N89' 16' 11 "E N 875. 72)R6 \ 3 JOE BUCK AVENUE 0 o N89'30'22 "E N 2239.69 -� \ L2 N89'30'22 "E N 2144.77 ` L5 R/W DEDICATION 0.046 AC. DETAIL 'A' NO SCALE L25-� 0' 2 EXISTING POWER LINE EASEMENT \ PER INST. NO. 346-2905. \� `< 0 DETAIL 'C' L24 � .y0 .►C►�E�ZROPp SCALE 1" = 100' PARCEL 1 O S88'52'27"W N 1368.78 "ER8 0� -- (N88'56'34 N 1369.05)R5, �y (N88'58 49, E N 1357.14)R6 co co �o o~pNLo N N STATUTORY WARRANTY DEED 357-138 Lo 00 't t-i RECORDED MAY 18, 1982 IN D. C. D. R. r7 N o o LBK RANCH PARCEL 1 (SEE CS00181). o o �-- 6 cp o V.-2 cit 2 PORTION WARRANTY DEED 2019-18413 2 2 3 0 -- •- RECORDED JUNE 4, 2019 IN D.C.O.R. r\ 2 0 PORTION GOVT. LOT 3 .- r_0 o. NOT A PART o00 N zzz W Lo 00 oZ (N88'27'15"E N 1367.26)R8 N88'22'24"E N 1367.05 �g ate'-, �- o or- �NNM N .J c�pr�j�oN J N N N 2 _ . . __._ . — • — SW 1 / 16 COR. 2 — _ _ _ — ——N88'22'24"E N 1366.53 (N88'27' 15 "E N 1366.72)R5, R8 6 O °LO ,!o Lo 0000 2012 'A 00oz � to o `-- d^K K M M 2 2 op �o LobT9 00 oz 0 13 18 10 SEC. CORNER 24 19 DETAIL 'D' SCALE 1 " = 300' JOE BUCK c) AVENUE 10' DETAIL B-1 1 " = 100' DETAIL B-2 1 " = 100' DETAIL 'B' SCALE 1 " = 300' CENTERLINE LOWER BRIDGE WAY CENTER LINE EXISTING OVERHEAD ---�- UTILITIES. NO EASEMENT LISTED PER DESCHUTES COUNTY TITLE REPORT ORDER NO. DE13166. EASEMENT MAY BE IMPLIED PER INST. NO. 346-2905. DETAIL 'E' SCALE 1.90 = 100' REGISTERED PROFESSIONAL LAND SURVEYOR P?AA.)�,'N)-:ZOjLkUA 03/ 17/21 OREGON JULY A 1991 JERRY D. STICHLER 2527 RENEWS 6130122 DESCHUTES COUNTY SURVEYOR. FILED 3 /) q 1;,oL BYes Punke l'm