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HomeMy WebLinkAboutSurvey 20570BOUNDARY SURVEY OF A PARCEL OF LAND LOCATED IN THE SWI14 OF SECTION 15, T17S, R.12E., W.M., DESCHUTES COUNTY, OREGON W.O. 21-5590 SURVEY FOR SURVEY BY LARRY WRIGHT ARMSTRONG SURVEYING, INC. 20971 COUNTRY VIEW LN. 267 NE SECOND ST. STE. 100 BEND, OR 97701 PRINEVILLE, OR 97754 (541) 748-0000 (541) 447-7791 LEGEND RM 214.46' 53.30 38.52 SET 5/8" x 30" LONG IRON ROD WITH YELLOW PLASTIC CAP MARKED "ARMSTRONG SURVEYING". 8(N89-40'20"E) FOUND 5/8" IRON ROD AS PER C.S. 02422 BY GEORGE J. COOK, LS 540, RECORDED FEBRUARY 29, 1984. / e FOUND 1 /2" IRON PIPE AS PER THE PLAT OF COUNTRY VIEW ESTATES BY E.G. MANSFIELD, LS 10,CIV RECORDED APRIL 10, 1974. / n o N �C O FOUND 3/4" IRON PIPE AS PER THE PLAT OF COUNTRY VIEW ESTATES BY E.G. MANSFIELD, LS 10, / CV RECORDED APRIL 10, 1974. 0 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP AS PER THE PLAT OF CANAL VIEW, PHASES TWO AND THREE BY LYNN J. BRUNO, LS 2335, RECORDED MARCH 31 1997. � I ,� FOUND 5/ 8" IRON ROD AS PER C.S. 11601 BY RUSSEL M. KARL, JR., LS 2257, RECORDED AUGUST 26, 1993. ZQQ 2 ♦ Q Q / 1() RECORD AS PER C.S. 02436 BY GEORGE J. COOK, LS 540, DATED APRIL 9, 1969. r / �z °0'� l 3() RECORD AS PER C.S. 02422 BY GEORGE J. COOK, LS 540, FILED FEBRUARY 29, 1984. So, 4() RECORD AS PER C.S. 11601 BY RUSSELL M. KARL, JR., LS 2257, FILED AUGUST 26, 1993. 5() RECORD AS PER C.S. 11635 BY RUSSELL M. KARL, JR., LS 2257, FILED SEPTEMBER 30, 1993. Q V 6() RECORD AS PER C.S. 18280 BY GARY L. DEJARNATT, LS 2208, FILED JUNE 20, 2011. -. 7() RECORD AS PER THE PLAT OF COUNTRY VIEW ESTATES BY E.G. MANSFIELD, LS 10, RECORDED MAY 29, to 1974.Von oo � co rrj Co CO 8() RECORD AS PER THE PLAT OF CANAL VIEW, PHASE FOUR BY BRIAN W. REEVES, LS 2677, RECORDED FEBRUARY 24, 1999. I Lo • COMPUTED POINT ONLY cV ;- o (Vrr)1 to co 0 RM REFERENCE MONUMENT o z Z, Co Z U SURVEYOR'S CERTIFICA TE I, TODD R. CATTERSON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, ON THE BASIS OF MY KNOWLEDGE, INFORMATION AND BELIEF, CERTIFY TO LARRY WRIGHT THAT AS A RESULT OF A SURVEY MADE °n ON THE GROUND TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN o~ OREGON, I HAVE FOUND OR SET THE MONUMENTS AS SHOWN HEREON AND HAVE PREPARED THIS MAP AND -� NARRATIVE TO REPRESENT SAID SURVEY. ,� o a r- �CO3 .0 N r- M O SURVEY NARRATIVE 1 N N U WE WERE EMPLOYED BY LARRY WRIGHT TO COMPLETE A BOUNDARY SURVEY OF HIS PROPERTY. SUBJECT ir) d PROPERTY HAD BEEN PREVIOUSLY SURVEYED DURING C.S. 11601 BY RUSSELL M. KARL JR., LS 2257, SEARCH N io IN FIELD RECOVERED ALL OF THE MONUMENTS FROM SAID SURVEY AND I HELD THEM AS FOUND. THE CLIENT M M WANTED REFERENCE TO THE NORTHWEST AND SOUTHWEST CORNERS AS THEY FALL IN THE CENTERLINE OF THE n C.O.I.D. CANAL. I SET THESE MONUMENTS ON LINE BETWEEN THE FOUND SHOWN MONUMENTS. I ALSO SET TWO � z ADDITIONAL MONUMENTS ON SUBJECT PROPERTIES BOUNDARY FOR POTENTIAL FUTURE SURVEY WORK, THIS 00 SURVEY WAS PERFORMED USING A TRIMBLE R10 GPS SYSTEM IN RTX MODE. I - 38.34' 35✓.88'. BASIS OF BEARINGS BEARINGS ARE BASED ON GPS SURVEY MEASUREMENTS USING THE WGS 1984 ELLIPSOID AND A TRANSVERSE MERCATOR MAPPING PROJECTION WITH THE FOLLOWING PARAMETERS: ORIGIN OF LATITUDE = 44'06'00.62455"N ORIGIN OF LONGITUDE = 121'16'32.74213"W SCALE FACTOR = 1.000000000 oESCHurEs couHnr SURV"u'lifFOR Fl $ L ZoLI eY• COUNTRY VIEW ESTATES LOT 3 BLOCK 1 -NOT A PART- 4,7(S89-39'39"W) N89'42'36"E - 667.95' TOTAL 361.67 II 4(445.72') 447.12' 411.24' N89'51'49"W - 485.46' TOTAL 4(N89'46'03"E) SCALE 1 " = 80) 80 0 80 16 0 40 J U N E 22 2021 7(S89'39'39"W - 926.74) WRIGHT INSTRUMENT NO. 2016-25126 10.52 AC. t 290.71' COUNTRY VIEW ESTATES LOT 4 BLOCK 1 -NOT A PART- 7(S89'39'39"W - 526.76) 4,6(S89'39'39"W) N89'52'32"E-526.55' TOTAL S89'31'22'TW - 584.35' TOTAL 3,4(S89'46'03"W - 583.14') 325.77' LOT 5 BLOCK 1 ^ 0 0 0 N N N tool !p o 00 � Z N Lo 0po0 0 0 o z Env Loto j� J 0) 1- F- tfJ n � to j 1 I. 0000 n N � � 00 I w -NOT A PART- N I o n 00ZN Co N Coto O N It 00 p V) .� 0 M M p En d z 0 0 z U) r REGISTERED PROFESSIONAL LAND SURVEYOR 4�. I cou 7/46/Z j OREGON JAN. 15, 2002 TODD R. CATTERSON 53270 )CEAIL /S a� Z 1 S89'39'50"W - 613.06' 1(N89'07'25"E) 3,4(N89-46'03"E - 613.14') 5(N89-07'25"E) in rn N tD 3 N 00 0 0 0 z o 3,4(30') N89'35'49"E 30.14' 3,4(30') 29.76' mm, ONG surveying Inc. - established 1977 SHEET 1 OF 1 DRG. NO. 21-5590.DWG Ty 0. 21— 5590 2 Nj CD ,# 08 z0s76*,