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HomeMy WebLinkAboutSurvey 202841- q? RESERVE IN THE PINES, PHASE R-i A REPEAT OF A PORTION OF PARCEL 1, PARTITION PLAT NO.2007-30 LOCATED IN THE SOUTHWEST QUARTER AND THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SU6-19 AUGUST 5, 2020 SURVEYOR'S CERTIFICATE 1, BENJAMIN J. HRON, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, BEING DULY SWORN, DEPOSE AND SAY THAT THIS SURVEY WAS PERFORMED BY ME, OR UNDER MY SUPERVISION IN COMPLIANCE WITH OREGON REVISED STATUTES CHAPTERS 92,93 AND 209 IN MAY OF 2020 AT THE REQUEST OF SAGEBRUSH DEVELOPMENT, LLC AND THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH LEGAL MONUMENTS THE LAND REPRESENTED ON THIS PLAT OF "RESERVE IN THE PINES, PHASE R-1", LOCATED IN THE SOUTHWEST QUARTER AND THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, WfLLAMETTE MERIDIAN, CITY OF LA PINE, DESCHUTES COUNTY, OREGON, AND THAT A 518" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" EXISTS AT THE "INITIAL POINT", BEING THE SOUTHEAST CORNER OF PARCEL 1, PARTITION PLAT NO.2007-30, AND THE PROPERTY BEING PLATTED IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT SAID "INITIAL POINT"; THENCE ALONG THE SOUTH LINE OF PARCEL 1, IDENTICAL WITH THE NORTHERLY RIGHT-OF-WAY LINE OF MEMORIAL LANE, THE FOLLOWING ONE COURSE AND ONE CURVE NORTH 65.31'54" WEST A DISTANCE OF 193.93 FEET; 377.20 FEET ALONG THE ARC OF A CURVE, CONCAVE TO THE SOUTHWEST WITH A RADIUS OF 1280.00 FEET, DELTA ANGLE OF 16.53'04", THE CHORD OF WHICH BEARS NORTH 73°58'27" WEST A DISTANCE OF 375.84 FEET; THENCE LEAVING SAID SOUTH LINE, NORTH 19020155" EAST A DISTANCE OF 77.47 FEET, THENCE 72.91 FEET ALONG THE ARC OF A CURVE, CONCAVE TO THE NORTHWEST WITH A RADIUS OF 363.00 FEET, DELTA ANGLE OF 11"30'27", THE CHORD OF WHICH BEARS NORTH 13"354T EAST A DISTANCE OF 72.78 FEET, THENCE NORTH Or=28" EAST A DISTANCE OF 531.46 FEET, THENCE NORTH 89.0214" WEST A DISTANCE OF 111.60 FEET TO THE WEST LINE OF PARCEL 1, IDENTICAL WITH THE EASTERLY RIGHT-OF-WAY LINE OF HUNTINGTON ROAD; THENCE ALONG SAID WEST LINE, NORTH 19.22'05" EAST A DISTANCE OF 21.08 FEET TO THE NORTH LINE OF PARCEL 1; THENCE ALONG SAID NORTH LINE, SOUTH 89*0734" EAST A DISTANCE OF 135.03 FEET TO THE INTERSECTION OF SAID NORTH LINE WITH THE SOUTH RIGHT-OF-WAY LINE OF CALDWELL DRIVE; THENCE ALONG SAID NORTH LINE, IDENTICAL WITH SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING ONE CURVE AND ONE COURSE: 210.01 FEET ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST, WITH A RADIUS OF 730.00 FEET, DELTA ANGLE OF 16.28'59", THE CHORD OF WHICH BEARS SOUTH 80°48'04" EAST A DISTANCE OF 209.28 FEET; SOUTH 89"0734" EAST A DISTANCE OF 564.47 FEET TO THE EAST LINE OF PARCEL 1, IDENTICAL WITH THE WEST RIGHT OF WAY LINE OF CRESCENT CREEK DRIVE; THENCE ALONG SAID EAST LINE, IDENTICAL WITH THE WEST RIGHT OF WAY LINE OF CRESCENT CREEK DRIVE THE FOLLOWING TWO CURVES AND TWO COURSES: 13.30 FEET ALONG THE ARC OF A CURVE, CONCAVE TO THE SOUTHEAST, WITH A RADIUS OF 440.00 FEET, DELTA ANGLE OF I *4353", THE CHORD OF WHICH BEARS SOUTH 12.55'01" WEST A DISTANCE OF 13.30 FEET; SOUTH 12.03'05" WEST A DISTANCE OF 219.82 FEET; 420.33 FEET ALONG THE ARC OF A CURVE, CONCAVE TO THE NORTHWEST WITH A RADIUS OF 1010.00 FEET, DELTA ANGLE OF 23.5940", THE CHORD OF WHICH BEARS SOUTH 23°58'25" WEST A DISTANCE OF 417.30 FEET; SOUTH 35.5345" WEST A DISTANCE OF 273.77 FEET TO THE POINT OF BEGINNING, THE TERMINUS OF THIS DESCRIPTION. CONTAINS 12.74 ACRES, MORE OR LESS, OF WHICH 3.20 ACRES ARE DEDICATED AS PUBLIC RIGHT-OF-WAY PER THIS PLAT. DECLARATION SAGEBRUSH DEVELOPMENT, LLC AN OREGON LIMITED LIABILITY COMPANY, OWNER OF THE LANDS SHOWN ON THIS SUBDIVISION PLAT AND MORE PARTICULARLY DESCRIBED IN THE SURVEYOR'S CERTIFICATE HEREUNTO ATTACHED, HAS CAUSED SAID LAND TO BE SURVEYED AND PLATTED AS SHOWN ON SUCH PLAT AND DECLARE THIS PLAT TO BE PREPARED AND PROPERLY SUBDIVIDED IN ACCORDANCE WITH O.R.S. CHAPTER 92, AS LOCATED IN THE SOUTHWEST QUARTER AND THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN, CITY OF LA PINE, DESCHUTES COUNTY, OREGON. AND MID OREGON FEDERAL CREDIT UNION AS BENEFICIARY UNDER DEED OF TRUST, RECORDED FEBRUARY 8, 2019 AS INSTRUMENT NO. 2019-04190, AND DEED OF TRUST, RECORDED APRIL 15, 2020 AS INSTRUMENT NO. 2020-16805, DESCHUTES COUNTY OFFICIAL RECORDS, CONSENTS TO THIS SUBDIVISION; AND HEREBY DEDICATES TO THE PUBLIC FOREVER FOR ROAD AND UTILITY PURPOSES, THE 64.00 FOOT RIGHT OF WAY OF FORDHAM DRIVE, PINE CREEK DRIVE, MOUNTAIN PINE STREET AND BISHOP PINE STREET ALONG WITH AN ADDITIONAL 9.00 FEET OF HUNTINGTON DRIVE AS DETAILED ON SHEET 4 OF THIS PLAT; AND FURTHER GRANTS TO THE PUBLIC FOREVER THE PUBLIC UTILITY EASEMENTS (PUE) WITHIN LOTS 1-41 AND TRACT A, TRACT B, TRACT C AND TRACT E AS DETAILED ON SHEET 5 OF THIS PLAT; UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT ABOVE AND BELOW GROUND AND ALL OTHER RELATED FACILITIES WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT AS MAY BE NECESSARY OR DESIRABLE IN SERVING THE LOTS IDENTIFIED HEREON, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE THE REMOVAL OF ANY OBSTRUCTIONS INCLUDING TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY OTHER CONSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT WRITTEN APPROVAL OF THE UTILITY COMPANIES IN THE PUE; AND FURTHER GRANTS THE WATER EASEMENTS WITHIN LOTS 1-51 AS DETAILED ON SHEET 5 THIS PLAT. (SEE SHEET 2 FOR DECLARATION SIGNATURES) EASEMENT NOTE: THE LANDS INCLUDED IN THIS SUBDIVISION MAY BE SUBJECT TO EXCEPTIONS AND OR SUBJECT TO ITEMS CONTAINED IN U.S. PATENT NUMBER 36-2001-0006, RECORDED AS INSTRUMENT NO.2001-03483, DESCHUTES COUNTY OFFICIAL RECORDS. THESE POSSIBLE ENCUMBRANCES DO NOT INCLUDED LEGAL DESCRIPTIONS WITHIN SAID U.S. PATENT. SUBJECT TO ITEM 1 HAS BEEN POSITIONED AT A PRACTICAL LOCATION PER THE PLAT OF NEWBERRY NEIGHBORHOOD AND PARTITION PLAT NO.2007-30. THIS PRACTICAL LOCATION HAS BEEN ACCEPTED THIS SURVEY AND REPORTED ON SHEET 5, HOLDING THE LOCATION PER PARTITION PLAT NO.2007-30. S:\Lond Projects\180905—Russell Subd SRVY AND ENG\DWG\SURVEY\180905—PLAT.dwg Aug 05, 2020 — 6:03om SURVEYOR'S NARRATIVE Deschutes County Official Records 2020-41325 Nancy Blankenship, County Clerk Fog r� ��. 01310183202000413250010019 08/18/2020 11:10 AM D-PLAT Cnt=1 Stn=2 AS $65.00 $11.00 $61.00 $10.00 $6.00 WE WERE RETAINED BY SAGEBRUSH DEVELOPMENT, LLC TO SUBDIVIDE A PORTION OF PARCEL 1, PARTITION PLAT NO. 2007-30, RECORDED MAY 7, 2007 IN CABINET 3 AT PAGE 438 AND AS INSTRUMENT NO.2007-26178; FILED MAY 9, 2007 AS CS1.7316. THE SUBJECT PROPERTY IS FURTHER DESCRIBED WITHIN THE SURVEYOR'S CERTIFICATE - THIS SURVEY WAS A RETRACEMENT OF PARCEL 1, PARTITION PLAT NO.2007-30. IN MOST INSTANCES THE RECOVERED MONUMENTS AGREE WITH THE COURSES AND CURVES AS REPORTED PER PARTITION PLAT NO.2007-30 AND WERE THEREFORE HELD UNLESS NOTED. SOUTH LINE: THE SOUTH LINE, IDENTICAL WITH THE NORTH RIGHT-OF-WAY LINE OF MEMORIAL LANE WAS ESTABLISHED BY HOLDING THE RECORD COURSES PER PARTITION PLAT NO.2007-30, BETWEEN THE SOUTHWEST CORNER OF PARCEL 1 AND THE SOUTHEAST CORNER OF THE CRESCENT CREEK DRIVE RIGHT- OF- WAY. BOTH OF THESE POSITIONS WERE MONUMENTED AND HELD FIXED. THE RESULTING COURSES AGREE WITH ADDITIONAL MONUMENTS RECOVERED AS REPORTED HEREON. WEST LINE (PARCEL 1) THE WEST LINE OF PARCEL I WAS ESTABLISHED ON A LINE BETWEEN THE MONUMENTS RECOVERED AT THE SOUTHWEST AND NORTHWEST CORNERS OF SAID PARCEL 1. THIS ALIGNMENT AGREES WITH THE 2" IRON PIPE SET PER (R1) ALONG WITH LINE. NORTH LINE (WESTERLY COURSE) THE WESTERLY COURSE OF THE NORTH LINE WAS ESTABLISHED ON A LINE BETWEEN THE MONUMENTS RECOVERED AT THE NORTHWEST CORNER OF PARCEL 1 AND THE NORTHEAST CORNER OF PARCEL 2. THIS ALIGNMENT AGREES WITH THE NUMEROUS OTHER MONUMENTED POSITIONS ALONG THIS LINE AS REPORTED HEREON. NORTH LINE (SOUTHERLY RIGHT-OF-WAY, CALDWELL DRIVE) THIS PORTION OF THE NORTH LINE WAS ESTABLISHED BY OFFSETTING THE ABOVE DESCRIBED "WESTERLY COURSE" 30.00 FEET SOUTHERLY TO COMPUTE THE TANGENT. THE CURVED SEGMENT WAS ESTABLISHED FROM THE MONUMENTED POINT OF CURVATURE, ON THE CENTERLINE, HOLDING THE RECORD RADIUS OF 730.00 FEET. EAST LINE THE EAST LINE, IDENTICAL WITH THE WESTERLY RIGHT-OF-WAY OF CRESCENT CREEK DRIVE WAS ESTABLISHED BASED ON THE MONUMENTED EAST RIGHT-OF-WAY AND THEN OFFSET 90.00 FEET WESTERLY. THE BASIS OF BEARINGS FOR THIS SURVEY IS BETWEEN THE MONUMENTED CENTER QUARTER SECTION CORNER AND CENTER -SOUTH ONE -SIXTEENTH CORNER OF SECTION 11 BEING NORTH 00.2932" EAST PER PARTITION PLAT NO.2007-30. PLAT INDEX SHEET 1: DECLARATION, SURVEYOR'S CERTIFICATE, NARRATIVE AND EASEMENT NOTE SHEET 2: DECLARATION SIGNATURES, APPROVALS SHEET 3: PLAT BOUNDARY SHEET 4: PLAT SUBDIVISION SHEET 5: EASEMENT DETAILS I, BENJAMIN J. HRON, DO HEREBY CERTIFY THAT THIS MYLAR IS A TRUE AND EXACT COPY OF THE ORIGINAL PLAT Q. d $- 1•Zo BENJAMIN J. HRON, PLS 92723 DESCHUTES COUNTY SURVEYOR FILED-8 �o �.oZo By: Pv*nka_1hvr, 8•S•Zo $153.00 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON SEPTEMBER 17, 2018 CIVIL ENGINEERING SURVEYING I PLANNING BENJAMIN J. HRON 92723 62930 0 B. Rk" ROA0. STE. 100, BIND, OR 97703 PW. (541P89--9W1 ( FAX: (541)3M--5416 EXPIRES:613012021 w®: WWW.HWA—NC.0IW SHEET 1.OF 5 N 0 j=m 4ow L*l 75 RESERVE 11N THE PINES, PHASE R-1 A REPLAY OF A PORTION OF PARCEL 1, PARTITION PLAT NO.2007-3U LOCATED IN THE SOUTHWEST QUARTER AND THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON CITY OF LA PINE LAND USE PLANNING FILE NUMBER 010Pl02SU6-19 AUGUST 5, 2020 DECLARATION SIGNATURES BY: 4't' g. 4"ev, NAME: VICTOR R. RUSSELL TITLE: MEMBER OWNER: SAGEBRUSH DEVELOPMENT, LLC AN OREGON LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATE OF OREGON } Le�COUNTY OF �../�S a 1 } DATE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON BY V/G hw U SSG!! , SAGEBRUSH DEVE PMENT, LLC AN OREGON LIABILITY COMPANY. (NOTARY'S WRIVEN NAME) /0 f 1.5 Tep 4 3of"ot/C C NOTARY PUBLIC - OREGON (NOTARY'S PRINTED NAME) COMMISSION NO. ?6,2 3 /0 A MY COMMISSION EXPIRES: 7 2 r BY:/7 0' lol NAME: P ph o n DATE TITLE: D% h er--I 7/ ' - i I pf e)�p. BENEFICIARY: P40REGON FEDERAL CREDIT UNION ACKNOWLEDGMENT STATE OF OREGON } } S.S. COUNTY OF ESL } THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON c1 _ I _ --. � _ ro 1 _ _ �— BY -jlcp9Ae^ WAAA Mil-OREGON FE ERAL CREDIT UNION (NOTARY'S it • o)5 0?on Xordtlee.— NOTARY PUBLIC - OREGON (NOTARY'S PRINTED NAME) COMMISSION NO. &.-I'lula'4 MY COMMISSION EXPIRES: 07 IJ S: \Lond Pro jects\180905-Russell Subd SRVY AND ENG\DWG\SURVEY\180905--PLAT.dwg Aug 05, 2020 - 6: 04om APPROVALS THE PLAT OF -RESERVE IN THE PINES, PHASE R-1", AS LOCATED IN THE CITY OF LA PINE, DESCHUTES C014NTY, OREGON, HAS BEEN EXAMINED AND APPROVED BY: qk CITY CITY OF L&PINE PUBLIC WORKS DIRECTOR CI F LA PINE PLANNING DIRECTOR BOARD OF DESCHUTES COUNTY COMMISSIONERS g•I4--wD UH1r- lzDATE DATE URIC 8 C2 DATE SIGNATURE BY THE CITY OF LA PINE PLANNING DIRECTOR AND ENGINEER CONSTITUTES ACCEPTANCE BY THE CITY OF LA PINE OF ANY DEDICATION MADE HEREIN TO THE PUBLIC. ASSESSOR'S CERTIFICATE I HEREBY CERTIFY THAT ALL AD VALOREM TAXES AND SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES REQUIRED BY LAW TO BE PLACED ON THE 2020-2021 TAX ROLL WHICH BECAME A LIEN ON THIS PLAT OR WILL BECOME A LIEN DURING THIS TAX YEAR HAVE BEEN PAID TO ME: �.�� ��--. 6 �, moo• DESCHUTES I HEREBY CERTIFY THAT ALL TAXES APPURTENANT TO THIS PLAT ARE S 7- ZoZ o Uri I c mw2 IS a,7 DATE DESCHUTES COUNTY SURVEYOR FILED 8 20 2oao . BY:.Dvn,�l6er.T S-s-zo REGISTERED PROFESSIONAL. LAND SURVEYOR i f OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON CIVIL ENGINEERING SURVEYING I PLANNING 92723 629M 0 8. FM" ROAD, SW- 100 8M, OR 97703 Ph: (549)M-Ml I FAX: (541)MB-5416 EXPIRES: 6/30/2021 WE& WWWAWA— NQ0R(; SHEET 2 OF 5 CS2o2s4 LEGEND 5/8"IR NO CAP N89ro9'27"W 78.21' N89'08'42"W 78.11'(R4) SUBDIVISION BOUNDARY ADJACENT LOT LINE (INFORMATIONAL ONLY) SURVEY TIE - INFORMATIONAL LINE RESERVE IN THE PINES, PHASE R-1 A REPEAT OF A PORTION OF PARCEL 1, PARTITION PLAT NO.2007-30 LOCATED IN THE SOUTHWEST QUARTER AND THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SU6-19 AUGUST 5, 2020 rWADI t"ITTM neV n01111= TRACT 'K' ¢' 66 67 �Q IV 0 Z44/ -s TRACT 'N' tr 2"ALCAP CRESCEN T CREEK NO. O "OTAK/NC" S8g'02'19" 2"ALCAP 0 CRESCENT CREEK NO. 2 CRESCEN T 68 fi9 70 71 72 73 74 CREEK N0. 3 106 rt-x "OTAKINC" E 2040.99(R4j LL PER (R3) ... .. • " s89ro2 34 E 2040.94...................... TRACT P YPC 00TAKINC" 0 "OTAKINC" PER (R3) PER (R3) PER (R3) .......... 33' R4)--------------------------------------- 207.12'(M,R4) CALDWE LL DRIVE572.43'----------------------- I��30.00' YPC "HWA"PER (R4) 46.85` 48.34 1031.17". `/ �"W C7 R4,H (PUBLIC R/W, 60' WIDE) 572.29 R4 I { ( ) 4 �- -> , Vf 46.96 48.22 1031.26 V (R4) (R4) v (R4) " S89102 34 E 564.47 C10 YPC S89'02'19"E 564.34(R4) 8p ,��4' _ 7-/WA" H) PER (R4) cv �� c N N N of 3 N `- s N M 3 3 wo 0 o wo NN .00 co U1 c N O (PUBLIC l A R�yt,, �IoTL VAR�Fs FOUND QUARTER SECTION CORNER MONUMENT FOUND 5/8" IRON ROD WITH CAP AS REPORTED, UNLESS OTHERWISE NOTED SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" DIMENSIONED/COMPUTED POSITION, NOTHING FOUND OR SET RECORD BEARING/DISTANCE PER REFERENCES HELD DISTANCE PER REFERENCES MEASURED BEARINGIDISTANCE S:\Lond Pro jects\180905-Russell Subd SRVY AND ENG PP20 1 7-- 30 PARCEL 1 Cl CURVE IDENTIFIER, SEE TABLE ALCAP ALUMINUM CAP YPC YELLOW PLASTIC CAP IR IRON ROD IP IRON PIPE "HWA" CAP MARKINGS R/W RIGHT OF WAY DBC DESTROYED BY CONTRUCTION 180905-PLAT.dwg Aug 05, 2020 6:04am Ov Zo .hA, ", w` �jh hhfo^� y �� hh• R8� h YPC�"� "DEA INC" 1 h .h PERlK C6 fol h rPC VEA INC" PER (R2) 9p Qps�R4,i 518"IR NO CAP YPC IDEA INC" PER (R2) Off. AZ J �A-N 0 v J �v Q A----------/�rt• CENTER QUARTER CORNER r 2" BRASS CAP 'T22SR10ES11 t C 114 LS1031 PER CSO4808 r r I r r 2007-30 l z PARCEL 2 I ►-i M 1 m N r W ; r IP4��+N� Io No 1 Zo r t!1 Z r� t„ I r r r I I r r I r r CENTER -SOUTH 1 ONE -SIXTEENTH CORNER YPC "OMAN PLS 702" PER CS11915 DESCHUTE� COUNTY SURVEYOR AILED � 20 �D�.D BY: Dunkelhqt CURVE TABLE NO. LENGTH RADIUS DELTA CHORD Cl 527.81' 1280.00' 23*3733" N77'20'41 "W 524.07' Cl (R4) 527.81' 1280.00' 23'37'33" N77'1956"W 524.07' C2 208.47' 1280.00' 919'54" N7011'52"W 208.24' C2(R8) 208.33' 1280.00' 9*19'31" N70'10'38"W 208.10' C3 168.73' 1280.00' 7033'10" N7803V24"W 168.61' C4 150.60' 1280.00' 6'4429" N85'4T13'W 150.52' C5 377.20' 1280.00' 16053'04" N73'58'27"W 375.84' C6 72.91' 363.00' 11'30'27" N13'3542"E 72.78' C7 210.01" 730.00' 1678'59" S80'48'04"E 209.28' C7(R4) 210.01' 730.00' 16'28'59" S80'47'50"E 209.28' C8 44.34' 440.00' 5'4625" S14'56'17"W 44.32' C8(2) 44.35' 440.00' 5'46'31" S14'56'29"W 44.33' C9 31.04' 440.00' 4'02'32" S15'48'14"W 31.04' C9(R4) 31.04' 440.00' 402'32" S15'47'59"W 31.03' C10 13.30' W.00# 1'4353" S12*55'01 "W 13.30' C10(R4) 13.25' 440.00' 1'43'30" S12'54'58"W 13.25' C11 420.33' 1010.00' 23*50'40" S23'58'25"W 417.30' C11(R4) 420.33' 1010.00' 23'50'40" S23'5833"W 417.30' C12 62.92' 350.00' 10'17'59" S17'12'04"W 62.83' C12(R4) 62.86' 350.00' 10*17'27" S17*11'57"W 62.78' C13 457.78' 1100.00" 23*50'40" S23'5825"W 454.48" C13(R4) 457.78' 1100.00' 23'50'40" S23'58'33"W 454.48' RECORD REFERENCES BEARING AND/OR DISTANCE REFERENCES REPORTED HEREON ARE LIMITED TO THE LATEST REPORTED RETRACEMENT (R1) PLAT OF SURVEY: BY W.C. KAUFFMAN; FILED OCTOBER 16, 2001 AS CS14655. (R2) NEWBERRY NEIGHBORHOOD: BY JERRY C. POWELL; RECORDED OCTOBER 15, 2003 IN CABINET G AT PAGE 72 AND AS INSTRUMENT NO.2003-071273; FILED OCTOBER 17, 2003 AS CS15579. (R3) CRESCENT CREEK NO. 3: BY GARY E. PAUL; RECORDED APRIL 20, 2006 IN CABINET G AT PAGE 1105 AND AS INSTRUMENT NO.2006-027042; FILED APRIL 20, 2006 AS CS16866. (R4) PARTITION PLAT NO.2007-30: BY PETER A. MANLEY; RECORDED MAY 7, 2007 IN CABINET 3 AT PAGE 438 AND AS INSTRUMENT NO.2007-26178; FILED MAY 9, 2007 AS CS17316. (R5) PARTITION PLAT NO.2009-17: BY RUSS S. DODGE; RECORDED APRIL 14, 2009 IN CABINET 3 AT PAGE 711 AND AS INSTRUMENT NO.2009-15237; FILED APRIL 16, 2009 AS CS17970. (116) CONTROL, RECOVERY AND RETRACEMENT MAP: BY TIMOTHY JOHN HUTCHISON; FILED OCTOBER 30, 2013 AS CS18610. (R7) PARTITION PLAT NO. 2017-4: BY JOHN A. McCOY; RECORDED FEBRUARY 10, 2017 IN CABINET 4 AT PAGE 389 AND AS INSTRUMENT NO.2017-05475: FILED FEBRUARY 10, 2017 AS CS19296. (R8) PARTITION PLAT NO.2017-30: BY JOHN TAYLOR HAGLUND; RECORDED DECEMBER 15, 2017 IN CABINET 4 AT PAGE 445 AND AS INSTRUMENT NO.2017-50023; FILED DECEMBER 18, 2017 AS CS19537. 010 50 100 150 200 300 SCALE: 1" = 100' $'45"Zo REGISTERED PROFESSIONAL LAND SURVEYOR OREGON 14 NA00k SEPTEMBER 17, 2018 BENJAMIN J. HRON CIVIL ENGINEERING I SURVEYING PLANNING 92723 62930 O.B. RiLEY ROAD, WE 100, BEND, OR 97703 PH: (541)389-9351 I FAX: (541)WB-5416 EXPIRES:6130/2021 WIM: WMAWA-I1C•OR6 SHEET 3 OF 5 in RESERVE IN THE PINES, PHASE R�l O A REPLAT OF A PORTION OF PARCEL 1, PARTITION PLAT NO.2007-30 J2 Q' LOCATED IN THE SOUTHWEST QUARTER AND THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., S89.0234"E 135.03' CITY OF LA PINE, DESCHUTES COUNTY, OREGON 125.54' TRACT C CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SUB-19 102.12' 27.20' C23 *C7 AUGUST 5, 2020 N89.02'34"W 138.81' f 20.04' 1 C24 CALDWELL DRIVE C80 S89ro2'34"E 564.47' / C25 20.01' C26 ;o LOT 13 0 32.00' . v C82 C81 --. ..- j TRACT D S89'02'34"E 560.35' *C10 _ SEE DETAIL 5,223 SF cv j32. C83 = 7.12 OO o 38.44 57.75 57.75 57,75 w 57,75' w 57.75' w 57.75 57.82' 57.20'ri�o 60.39' 1 •- d. N N r- N N ic N N N Op N N82 iD9�32-W 105.00. ^ ! 0) 11,11 , 0) ci o 00' rn a' 0+' Aco N LOT 14 w LOT 15 '� LOT 16 w LOT 17 ''' LOT 18 w LOT 19 LOT 20 w LOT 21 LOT 22 x LOT 23 w LOT 24 .t ai LOT 12 �, cv o co _ � :- _ : a , s ► W , �r ^ o) 5,125 SF 5,211 SF 5,209 SF �t 5,209 SF 5,210 SF 5,210 SF 5,210 SF 5,210 SF '� 5,220 SF 5,151 SF 5,199 SF 5,189 SF f i 0 0 Z Z 0 Cv o 0 0 iA N82-09'32 16.22' i N "w 105.D0' Z 57.75' 57.75' 57.75' 57.75' Z 57.75' Z 57.75' Z Z 0 a; LOT 11 o C75 _ 57.75 35.58' C77 �C78 Z^' REMAINDER 05,189 SF o"=S89'02'19"E 45fi.05' C7gNPT. PARCEL 1 o;S82�932 E 19.50 6 3 PP2007-30 N820932' C17 S77�fi'47"E 14.62' W 1p5,40= _ PINE CREEK DRIVE S89'0219 E 456.05 _ --. S77.5G47"E 14.63' o .� i8•00' S82.09'32"E 51.50' (64.00' WIDE, DEDICATED THIS PLAT) 397.69' S8.36' M TRACT B 18.Oo N " c18 N Ng2.Og=32„ S82.09 32 E 19.50 W 105.00 C74 o S89'02'19"E 29.04' o N S89�2'19"E 362.77' IN 0 S77'56'47"E 14.63' 0) LOT 10 c , 10.86' 68.00' 59.00, 59.00' 68.00' 79.91' 3 3 3 5,189 SF I A ; $ / , f1 C84 y w w ~ t N82-0 , �+' CD 0 0 0 C6 0 0 o wr`t. o wry. n LOT 25 2M ui en �. 9 3 W 105.00, w w C4 r N � r N o� o 0 'a' 6,569 SF . C27 U) vi LOT 9 cv o o M LOT 51 w LOT 50 +� LOT 49 ='' W LOT 48 W LOT 47 �'' LOT 46 32,00 co N84'02'19 �, 9,094 SF .t 8,500 SF 7,375 SF a' 7,375 SF �' 8 500 SF `�' 9,190 SF 1 32.pp W 131.90 •t i� ^ ,? r. r- 16.65 I +n to En " :l'' o �' 0 0 0 :�' y°°. LOT 26 N N N82•Og'32 W 105.004r cv z o Z o z o M 6,520 SF N cD Z Z v F- v LU r LOT 8 w : ui co 0 C6 �t• vN- cv LU Ns('i f a 11 "�y Z 5,189 SF 0 2 79.61' 68.00' 59.00' _ 59.00' 68.00' 63.8 -�. �• 5' 6 / W82 ,Og=3 z � N89.02'19"W LOT 27 415.47' �, 2"w ?05.00, 6,550 SF o, 0; LOT 7 �, M co o v 1* 5,189 SF C6� in t° � �� h H7 $6 W ' $ 36' " N•09 o coco 20 20, 4 2 32 +� TRACT F �, LOT 28 8 W 1Q5•�+ E� V ^ 6,551 SF w 2 Q� LOT 6 N a 5,189 SF = S7 Goo h N;074 4S" SCALE: 1DETAIL 20' N s2ro9 32"W 10$- po, A � 8 1�0 os. q- o LOT 29 Q o obi LOT 5 w `5 v sg ,` 6,524 SF 9.49' _ " o N Q�p' 00, �. / ` �� N19.22 05 E 21.08 5,189 SF �p w W 0 o J vh 46,rC,� v* N o 9 00� TRACT C N82�)g'32" 0 N LOT 42 A C71 C72 , O 71S �3. () � N 9 WRIGHT OF WAY M w 1 05.0 0' LL c 9,793 SF o C�0 LOT 30 2 DEDICATED THIS PLAT ��,• LOT 4 - cV oo .� 6,550 SF 9.49' S,190 SF LOT 43 vi �"� ass N82 " rn 8,625 SF N o C�3 ` e� V hti CIV 4sa+� -09'32 W 105.0p' - ry 3.04' I l 2 � iV 18•00' r LOT 44 / TRACT A 18.0o 68 . ` N82 � " f ( o N7 pQ � 4 ^ 8,730 SF h soh � 6,456 SF 6 N b9 32 4(1 w 105.00, C16 N 24$'48"�V s � a LOT 45 �o o �.�� o� tis�o , NOTES LOT 3 # % w"� Op• �7.2 149 3)= C69 cy 9,874 SF ��,� O h 6 "� "�• Dom, "� 5,242 SF p $'4ea cy S' iy G 1) SEE SHEET 3 FOR SUBDIVISION BOUNDARY N,5�6'27'iy 1 V M W 17s S2' `• C68 h4'h $3�i �� i$ �06• 6,534 SF '8g6� 2) SEE SHEET 5 FOR EASEMENT DETAILS ry OS 000 4 h h "� • p, 0 ~��2'45'4s"W < 8isy0 C66 Cs� ,yhh •huh oo �s1t 0 � F I i 18.45 LOT 2 s2 go,.00.w/o p p� �65 ., �h hh bso �cj, •os. G�e� TRACT AREAS w 5,265 SF 32 4p ?8, F pEO/ F ST h �" C35 14.79' 7 00 32 0 " s312' �, Cq�D THi��r C?0 00 2p©, ��20 'S8 . V TRACT A: 1,890 SF Jcv^' ry N�2�9'p$" ! o S�A7) ,\ "�i / 32 / �� �S�o 6,004 SF s. •� TRACT B: 1,890 SF o� LOT 1 W 105 06' l r� 14.26 C61 C$9 0a' • hh. S p>; 1 TRACT C: 4,115 SF 5,400 SF "� Np h 7,�27 SF �� Ri 1 'n T p TRACT D: 12,629 SF o o �� �; Cg0 �• h uZ 2p O C4 far. � h LOT 40 N A v LOT 34 ate' hh' TRACT E: 2,161 SF 2 / C 2 h •N 7,660 SF Ns�• 6,523 SF TRACT F: 60,861 SF 41 0) h LOT 39 .� C • j y C40 2 2 � 7,808 SF 0 41� Csc9 C54 LEGEND o�g ? -�N LOT 38 ^� c57 SUBDIVISION BOUNDARY ! A $ C3 ."� 7,631 SF 'I h ^ g . S . zo 8 LOT 35 ry . INTERIOR LOT LINE 7,739 SF REGISTERED RIGHT OF WAY CENTERLINE )v C37 LOT 37 N moo• � � PROFESSIONAL -------------- SURVEY TIEIINFORMATIONAL LINE C36 tV 7,768 SF 3 •hh LAND SURVEYOR T 3 ADJACENT LOT LINE (INFORMATIONAL ONLY) ; �87• -Nd. 8� 3 SF i1 FOUND MONUMENT AS NOTED ON SHEET 3 r 0 �• NORTH SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED I-IWA" N 9s z OREGON O DIMENSIONED/COMPUTED POSITION, NOTHING FOUND OR SET 10 0 15 30 60 90 120 180 SEPTEMBER 17, 2018 C1 CURVE NUMBER 19393 ^0 BENJAMIIN J. HRON *C6 CURVE NUMBER, REPORTED ON SHEET 3 S9 S0• ,5� SCALE: 1" = 60' EXPIRES: 6/30/2021 SF SQUARE FEET S:\Lond Pro jects\180905-Russell Subd SRVY AND ENG\DWG\SURVEY\180905--PLAT.dwg Aug 05, 2020 - 6: 05om "/N/TG4L PO/Afr CURVE TABLE NO. LENGTH RADIUS DELTA CHORD C14 100.42' 1 500.00' 1 11.3C27" I N13.3542"E 100.25' C15 98.37' 500.0C 11'16'19" N13.42'45"E 98.21' C16 2.OV 500.00' 0'14'07" N07*57'32"E 2.05' C17 30.02' 250.00' 6.52'47" S85'35'55"E 30.00' C18 99.70' 515.00' 11-05'32" S83.29'33"E 99.55' C19 261.25" 500.OV 29.56'12" S20'5547"W 258.29" C20 156.49' 841.00' 10'39'41" N67T5'58"W 156.26' C21 29.29' 363.06 4.3722" N17.02'14"E 29.28' C22 43.62' 363.00' 6-53'04" N11 "17'01 "E 43.59' C23 78.08' 730.00' 6 V7'41" S75`37'25"E 78.04' C24 32.03' 730.00' 2'30'49" S79'56'40"E 32.02' C25 32.00' 730.00' 2"30'43" S82.27'26"E 32.00' C26 67.90' 730.00' 5'19'46" S86'22'41 "E 67.88' C27 2.92' 1010.00' 0'09'57" S12'08'03'W 2.92' C28 54.65' 1010.00' 3*06'02" N13'46'02"E 54.65' C29 59.14' 1010.00" 3.21'18" S16.5942"W 59.13' C30 61.05' 1010.00' 377'47" S2074'15"W 61.04' C31 61.93' 1010.00' 3"30'48" S23'53'32"W 61.92' C32 62.39' 1010.00' 3.32'21" S27.25'07"W 62.38' C33 61.37' 1010.00' 3.28'53" S30.55'44"W 61.36' C34 54.71' 1010.00' 3.0612" S34013'16"W 54.70' C35 2.16' 1010.00' 0.07'22" S35W04"W 2.16' C36 21.12' 1280.00' 005643" N66*W16"W 21.12' C37 59.03' 1280.00' 2038'33" N67'4754"W 59.03' C38 63.17" 1280.00' 2049*40" N70.32'00"W 63.16' C39 63.12' 1280.OV 2.49'31" N7371'35'W 63.11' C40 32.12' 1280.00" 176'15" N75.29'29"W 32.11' C41 32.19' 1280.00' 1.2628" N76.55'50"W 32.19' C42 106.45' 1280.00' 4'45'55" N80.02'01 "W 106.42' C43 67.2T 532.00' 7'14'42" N15'4334"E 67.23' C44 93.99' 468,00" 1110'27" N13"35'42"E 93.84' C45 37.76' 468.00' 4.37'22" N17*02'14"E 37.75' C46 56.23' 468.OV 6"53'04" N11 i 7'01 "E 56.2V C47 277.97' 532.OV 29'56'12" S20.55'47"W 274.82' C48 30.35' 532.00' 3'16'08" S07.35'45"W 30.35' C49 47.86' 532.00' 5'09'15" S11.48'27"W 47.84' C50 49.86' 532.OV 5.22'10" S17'04'09"W 49.84' C51 50.85' 532,00' 5*28*36" S22.2932"W 50.83' C52 51.27' 532.00' 5'31'19" S27059'30"W 51.25' C53 47.78' 532.00' 5'0843" S33'19'32"W 47.76 C54 158.03' 50.00' 181.0541" S76'14'14"W 100.00' C55 27.12' 50.00' 31.04'26" S01 1337"W 26.79' C56 40.29' 50.00' 46'10'13" S39'50'56"W 39.21' C57 40.58' 50.00' 46'30'14" S86'11'09"W 39.48' C58 50.04' 50.00' 57.20'48" N41053'20"W 47.98' C59 112.85' 809.00' 7*59'33" NW46'02'"W 112.76' C60 60.94' 809.00' 4818'58" N66.5544"W 60.93' C61 51.91' 809.00' 3.40'35" N70'55'31'"W 51.90' C62 244.53" 468.00' 29*56'12" S20'55'47"W 241.75' C63 69.10' 468.00' 8*27'34" S10'11'28"W 69.03' C64 175.43' 468.00' 21.2838" S25'09'34"W 174.40' C65 17.20' 50.00' 19.4247" S76'14'59"W 17.12' C66 123.30' 873.00' 8ro5'32" N68'43'02"W 123.19' C67 1 52.61' 873.00' 377'09" N66.23'51 "W 52.60' C68 65.06' 873.00' 4'16'130 N70.15'32"W 65.05' C69 5.63' 873.00' 0.22'09" N72*34'43"W 5.63' C70 175.45' 998.00' 10"04'21" S67"4338"E 175.22' C71 5.63' 998.OV 0'19'23" S72'36'07'E 5.63' C72 74.61' 998.00' 4*17'01" S70'18'17"E 74.60, C73 95.21' 998.00' 5.27'57" S65'25'OS"E 95.17' C74 33.86' 282.00' 6.52'47" S85.35'55"E 33.84' C75 26.18" 218.00' 6.52'47" S85.3555"E 26.16' C76 105.90' 547.00' 11'0532" S8379'33"E 105.73' C77 22.25' 547.00' 219'48" S87*5225"E 22.24' C78 54.11' 547.00' 5*40*03" S83'52'29"E 54.08' C79 29.54' 547.00' 3'05'41" S79.29'37"E 29.54' C80 78.51' 750.00' 5*5953" N75.46'53"W 78.48' C81 70.30' 750.00' 522'15" S86'21'26"E 70.28' C82 50.99' 750.00' 3'5343" S8517'10"E 50.98' C83 19.31' 750.00' 1.28'32" S88'18'18"E 19.31' C84 93.51' 483.OV 11.05'32" S8379'33"E 93.36' CIVIL ENGINEERING I SURVEYING I PLANNING 62930 0.8. RILEY ROAD. STE. 100, BEND, OR 97703 PH: (541)389-9351 I FAX: (541)388-541 6 was: WWW.HWA-INc.ORG SHEET 4 OF 5 N 0 N DESCHUTES COUNTY SURVEYOR �LEp 8 �,oA BY: Dv,?kt1be!3 qwoifi� q 7 9 RESERVE IN THE PINES PHASE R�l 9'49A REPLAT OF A PORTION OF PARCEL 1, PARTITION PLAT NO.2007-30 , � 2o.os' LOCATED IN THE SOUTHWEST QUARTER AND THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., a CITY OF LA PINE, DESCHUTES COUNTY, OREGON 0 S89.02'34"E TRACT C CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SUB-19 AUGUST 5, 2020 DETAIL A DETAIL F WATER ESMT. WATER ESMT. CALDWELL DRIVE SCALE: 1" = 20' SCALE: 1" = 20' 9.49' 19.90' � 5.00' pU,E l TRACT D TRACT a I N82ro9'32"W �%, PUE LOT 13 cv 7.60' �► S54'06'07"E 6.20' MIDSTATE ELECTRIC N3533 53 E RIGHT-OF-WAY ESMT 12.50wX 7.60' S07'50'28"W �l I 6.19' / LOT 32 PER INST. No. 2001-3483 9.20N07'50'28"E-S35'53'53"W 6.19' LOCATION PER (134) 7.601 LOT 10 9.20' / LOT 12 j LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT T 2 PUE Cj. � 3 LOT 24 N54 O6 07„ w s,20 F WE WE S82'09'32"E 4.00' +4.0(Y 12.50' X 7.60' 12.50' X 7.60' 4.00' WE 7.60' 4.PUE 12.50' X 7.60' ... 4.0o' PUE J 4.t?0' 8.50' PUE - 12.50 _ - - -- 8.00` - 12.50� _ - 12.50_ ,_ .- - - 8_00_ 12.50' REMAINDER LOT 11 ur c I WE - ' - DETAIL B DETAIL G PT. PARCEL 1 I SEE DETAIL C J WATER ESMT. WATER ESMT. SEE DETAIL B a col W 12.50' X 7.6T o w PP2007- 30 �: . w o SCALE: 1" = 20' SCALE:1" = 20' %c c ° PINE CREEK a c° SEE DETAIL D TRACT 8 C° o DRIVE b b L LOT 1 t S82'09'32"E r-PUE C7.60 / 6 20, `-l` °0 SEE DETAIL E o S54*06'07"E 7.60' N07'50'28"E''-lam N35'S3'S3"E 6 ' LOT 10 I SEE DETAIL A I I 1 LOT 9 I cl r 7.60, LOT 8 a o i WE I 12.5V X 7.60' 4 00' 6.25' S07'50'28"W TRACTS 6.25' / "'0 S35*53'53"W 6.19' 5.00 PUE I PUE LOT 33 I LOT 25 N54'WO7"W 7.60' I N82V9'32"W 7.60' WE to 12,00' X 7.60' lcv '- LOT 26 DETAIL C DETAIL H WATER ESMT. WATER ESMT. 7.60• SCALE: 1" = 20' SCALE:1" =10' Lu r .� LOT 14 PUE E ttJ ,_.�`�S82'09'32"E �z! ��36 / N07 50, 28" E �'9 g.20 / 39 � 85a LOT 27 7.fi0" (-' Y-PUE ► o �, Z .00 �'- N O PUE N 4 AO' S0 PUE 4w 1 N �. as t v I o LOT 7 I WE / o 00' N82-09'32"W 7.6050'28"W �I 12.50' X 7.60' / ad a 9.20 �}- N I w- 7 6D' TRACT Fco WATER ESMT. �s0' f l LOT 28 S85'45'37"W to -- {�t*t SCALE: 1" = 20' LOT fi _ � " Q �' 6.50' r r0 S85'45'37"W I Q N24*5839"E S65'01 21 E / DETAIL D w 6.00 cv� _ j 2.6 ' 4.69' Z /a WE (V WATER ESMT. Q " 12.00' X 7.60' SCALE: 1" -10' t S24'S8 39 W � / I p Q L=4.69' 2.61' LOT 29LL tL N LOT 5 r L=2.53' � o 0 ............................................�► /� (r S775 , .., DETAIL I � 47" , 12.50WX 7.61Y /ry �� 8 E S77• WATER ESMT J �6°, / V r, j S. w' - 56 47"E SCALE: 1 = 20 7 LOT 42 O 60` LOT 30 A /� ; i ��"-or^ N21�7'46"E .Ol, LOT 4 j LOT 43 PUE z / N ^ ^ ' 7.68' �► 0 0 ,� o l.o 1 S21'27'46 W 04 WE , 12.00WX 7.60' C� 71 z i 7.25 4.70' X 2.60 0 t N6832'14"W� TRACT q I 4 LOT 447.04' PVE 5.91' �' WE a �, / LOT 31 o • .: F o 6.20' X 2.60' N o SEE DETAIL F / LOT 45 / •� . v t s. iJ .�.�- LOT 3 / 20' ry WE y...� y SEE DETAIL J 4 6.20' X 2.60' SEE DETAIL G WATER ESMT. ,niJ WE � Q ./•• � SCALE; 1"=10' . 12.50' X 7.60' B.2 '''✓ DETAIL E DETAIL J i o S �' LOT 32 Pl1E WATER ESMT. WATER ESMT. Opp I SCALE:1" = 20' SCALE:1" = 20' /N� S LOT 2 'sa - , TR�FT �, �S°"AU ��r �ss�• + " " / J F / w QJ F Os, S72 45 48 E 6.19 S89'0219 9 j �0�� 0 7.37' L=7.63' 7 h 4.00' �..- O' 4.oa Soap 3a `� / '-+-~ / N05'S7'41"E I I-•�_�S00'S7'41"W PUE VF 13.5 NX 7.60' j s�� SEE DETAIL I / 4.00' LOT 33 6� i �,., " 6.53' -� 6.50' S17"i 4'12"W LOT 1 4'0� $$'p '�S�' / S35'53 53 W LOT 25 N72 45'48"W LOT 41 7.60 l UE LOT 41 Os- ? 6.59' • -10- o/ 4.00 8p�,� I v O,>3 �� PUE N82'02'19"W 7.93' 5.56' SEE DETAIL A LOT 40 4,00'pVS SEE DETAIL H LOT 34 �S� \s / / <p r LOT 39 / i ' 'h, S35.53'53"W :::................. --.......... 6.08' WATER ESMT. J�j LOT 38 -" ' Zel SCALE:1" 20' O LEGEND •-- r: • 2_t� R / LOT 35 ......................�.... LOT 24 PUE SUBDIVISION BOUNDARY REGISTERED = S19'20'55"W J " L LOT 37 INTERIOR LOT LINE PROFESSIONAL 4.97' / N70 39 05 W ,� - - - - - - - - EASEMENT GRANTED THIS PLAT LAND SURVEYOR 7.60' N LOT 36 -- - EASEMENT OF RECORD AS NOTED N1970'55"E ADJACENT LOT LINE (INFORMATIONAL ONLY) 4.00' L=7.66' • FOUND MONUMENT AS NOTED ON SHEET 3 OREGON NORTH SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" SEPTEMBER 17, 2018 0 15 30 so sa 120 180 BENJAMIN J. HRON CIvtL ENGIN££RING SURv£YING PLANNING O DIMENSIONED/COMPUTED POSITION, NOTHING FOUND OR SET 92723 629M O.B. RN.EY ROAD, STF- 100. BEND, OR 97703 _ PUE PUBLIC UTILITY EASEMENT PH: (541)389-9351 I FAX(541)388-5416 ~ SCALE: i" = 60' EXPIRES:6130/2021 wE6: YVWW.HwA-tNC.ORG ••-� ' WE WATER EASEMENT SHEET 5 OF 5 S:\Land Pro jects\180905--Russell Subd SRVY AND ENG\DWG\SURVEY\180905-PLAT.dwg Aug 05, 2020 - 6: 38am DESCHUTES COUNTY SURVEYOR CS 20284 FILEDg/20i).ozo BY: Dunktfhn WE 12.50' 6.20' 12.50' 0 6.20' X 2.60' TE WE WE `°12.50 cy X 2.60' � 6.20' X 2.60' 12.50' X 2.60' N LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 Alt]