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RECORD OF SURVEY <br />FOR MELODY MUNGER <br />IN THE SE 1/4 SEC. 29, T. 9 5., R. 4 E., W.M. <br />MARION COUNTY, OREGON <br />BY: <br />MULTI/TECH ENGINEERING SERVICES, INC. <br />115513TH ST. S.E. SALEM, OREGON 97302 <br />503-363-9227 <br />r`Z-T9 <br />OARDOS R 4E .� <br />co 0 <br />Z S29 S28 m <br />O 1 En <br />V> -� <br />1952 <br />1 4 5 <br />MONUMENT A DETAIL <br />NARRATIVE <br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT BLOCK 9 OF THE NIAGARA PLAT (WHICH HAS BEEN VACATED) <br />REFERENCE SURVEYS - MARION COUNTY <br />TOGETHER WITH ALL VACATED STREETS NOW A PART OF THAT UNIT OF LAND. THE BASIS OF BEARING IS <br />1. MCSR 3311 <br />ALONG THE PERPETUATED EAST SECTION LINE OF SECTION 29 PER MCSR 33085. <br />2. MCSR 20937 <br />3. MCSR 30729 <br />THE EAST LINE OF THE NIAGRA PLAT, RECORDED ON SEPTEMBER 30, 1890, IS THE EAST LINE OF SECTION 29. <br />4. MCSR 32576 <br />MONUM ENT TABLE <br />THE EAST LINE OF SECTION 29 WAS LATER LITIGATED UP TO THE OREGON SUPREME COURT IN TRINWITH V. <br />5. MCSR 33085 <br />A. <br />3" BRASS CAP IN CONCRETE PER MCSR 3311, SEE DETAIL <br />SMITH, FILE NUMBER 7115, 42 OR 239 DECEMBER 8,1902. THAT COURT CASE RESULTED IN A DEFLECTION OF <br />6. MCSR 38847 <br />B. <br />5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED "GORMAN <br />THE SECTION LINE TO THE EAST. SUBSEQUENT SURVEYS HAVE PERPETUATED THAT NEW LINE INCLUDING <br />7. NIAGARA V. 02, P 57, BOTP <br />SURV. LS01196 LS02281" PER MCSR 33085 <br />MARION COUNTY SURVEY RECORD 3313 AND LINN COUNTY SURVEY RECORD 6442. FOR THE PURPOSE OF THIS <br />8. NIAGARA THAT IS VACATED V. 04, P. 26, BOTP <br />C. <br />3/4" IRON PIPE PER MCSR 20937, UP 02, 0.43' EAST OF LINE <br />SURVEY, I HAVE HELD THE NEW SUBDIVISION LINE AS THE EAST LINE OE THE SUBJECTTRACT. <br />(0.55') 5 <br />REFERENCE SURVEYS -OTHER JURISDICTIONS D. <br />1" IRON PIPE PER MCSR 32576, BENT AND UP 0.4', 0.15' EAST OF <br />FOR THE SOUTH LINE, I HAVE PLACED MONUMENTS NEAR THE TOP OF BLUFF OF THE SANTIAM RIVER ON THE <br />LINN COUNTY SURVEY RECORD 6442 <br />MCSR <br />MCSR =MARION COUNTY SURVEY RECORD <br />LINE <br />EAST AND WEST PROPERTY LINES. AT THE TIME OF PLATTING, PORTION$ OF THE NIAGARA PLAT LAY BELOW <br />LINN COUNTY SURVEY RECORD 26968 <br />BOTP BOOK OF TOWN PLATS E. <br />12"x8"x20" STONE TIED AT TOP OF STONE, PREVIOUSLY TIED IN <br />THE TOP OF BLUFF. THE PROPERTY BORDERING BLOCK 9 TO THE SOUTH IS DESCRIBED IN LINN COUNTY <br />ODOT RIGHT OF WAY MAP 6B-16-3 <br />W/YPC =WITH YELLOW PLASTIC CAP <br />MCSR 32576 <br />MICROFILM RECORDS 1678-0001 AS SOUTH OF THE SANTIAM RIVER. THIS PROPERTY IS AN UPLAND OWNER ON <br />P =PAGE F. <br />5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED "R.P. <br />THE NORTH BANK OF THE SANTIAM RIVER WITH TRUE LIMITS OF OWNERSHIP GOVERNED BY ORS 274. <br />0 = FOUND MONUMENT, SEE TABLE <br />V. =VOLUME <br />GORMAN LSO 1196" PER MCSR 30729 <br />FOR THE NORTH AND WEST LINES, I ACCEPTED THE METHODS USED BY GORMAN IN MARION COUNTY SURVEY <br />B. = BOOK G. <br />5/8" IRON ROD PER MCSR 30729, UP 0.4', BENT AND TIED AT <br />RECORD 30729. 1 HELD HIS MONUMENTS ON THE SOUTH RIGHT OF WAY OF THE OLD RAILROAD RIGHT OF WAY <br />0 = SET 5/8" X 30" IRON ROD WITH YELLOW <br />R. = REEL <br />SPIN POINT <br />ALSO DEPICTED IN ODOT RIGHT OF WAY MAP 613-16-3. 1 HELD HIS MONUMENTS FOR NORTH/SOUTH LOT LINES. <br />PLASTIC CAP SCRIBED "MULTI/TECH <br />[ ] = RECORD AND MEASURED DATA PER SURVEY NOTED H. <br />5/8" IRON ROD WITH BURNED PLASTIC CAP PER MCSR 30729 <br />ENG." FLUSH WITH GROUND <br />( ) = RECORD DATA PER SURVEY NOTED J. <br />5/8" IRON ROD PER MCSR 30729, BENT AND TIED AT SPIN POINT <br />I CANNOT ACCOUNT FOR THE DISCREPANCY IN THE DISTANCE BETWEEN MONUMENTS B AND D COMPARED TO <br />{ } = CALCULATED RECORD DATA PER SURVEY NOTED K. <br />5/8" IRON ROD PER MCSR 30729 <br />MCSR 33085. HOWEVER, MONUMENT D DOES FIT CLOSELY WITH THE MONUMENTS I RECOVERED FROM MCSR <br />X = CALCULATED POINT <br />L. <br />11/2" BRASS CAP SCRIBED "ODOT CONTROL 1" PER MCSR 38847 <br />30729 ENOUGH FOR ME TO FEEL CONFIDENT IN MY RETRACEMENT OF THE EAST SECTION LINE. <br />il <br />C'S78° <br />S78°�'32427-68' <br />6„E 427 <br />71i3 <br />H <br />S86029'2411E <br />31.23' <br />(S86024114"E <br />31-231)3 <br />L <br />o / <br />Lo / <br />J <br />RECEIVED 04/02/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />05/06/2021. <br />MCSR 39402 <br />N Ln <br />CN I <br />N�o I <br />N <br />co <br />u"- I I <br />°I <br />O <br />O ° <br />CD CD <br />Ln CD <br />I I <br />I <br />Ln <br />IL <br />345.63' <br />V�Ov� lb <br />Air-, <br />V <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />OREGON <br />JULY 14, 2020 <br />LEO LITOWICH <br />91070 <br />RENEWS: 12-31-2022 <br />NORTH SANTIAM HIGHWAY OR -22 <br />(N86024'14"W 515.91') 3 VACATED RAILROAD RIGHT OF WAY <br />N86029'24"W 515.93' <br />3 J2 �1 <br />FF <br />IM <br />Iol <br />W <br />M <br />I-4 <br />Z* <br />O <br />0 <br />O <br />IC) <br />z <br />m <br />1170.30- <br />1 <br />I I <br />I I <br />CV <br />N86015'52"W <br />7 83.99' <br />i <br />__L4 <br />DETAIL 2 <br />G 1"=20' <br />N88°12'26"W <br />27.40' <br />S86029'2411E 373.73' <br />V� <br />0 O <br />n <br />,p O <br />O N <br />N W <br />O <br />o ° <br />O O <br />O O <br />Z Z <br />N79015#15„W <br />Sq&L 85.32•OF UFF OF <br />NTIAt4 R,VFR <br />MCSR 39402 <br />A <br />B4 <br />[13.00'15 <br />C <br />DETAIL 1 <br />I1” = 20' <br />N77'46'79,,N <br />E <br />8 05, <br />93'Cl° 0o1 <br />S - '), .9,* - <br />6°O <br />29SoJ0 <br />r- <br />CD <br />S860292411E 203.43' <br />(S86024'14"E 203.35) 3 <br />0 <br />I <br />GI SEE DETAIL 2 <br />CALCULATED <br />1/16 CORNER SET <br />IN MCSR 32576 <br />Lo <br />�m <br />o z <br />o� <br />M Q <br />W <br />M <br />OZo LL <br />O <br />�U-) <br />o� <br />o Q <br />Zo m <br />T- <br />o <br />0 <br />0 <br />z <br />ul <br />Lo <br />N <br />M M <br />M M <br />o � <br />o - <br />�o 0 <br />q-- zo <br />00 <br />0 0 <br />z o <br />z <br />J <br />&4 <br />N N <br />Cri N <br />M C -j <br />O = <br />O cu) <br />-• o <br />N O O <br />c'. .o z Z <br />N <br />N� v <br />Cn Q10 <br />16 <br />N <br />N J <br />V� <br />�Q <br />Z <br />SEE DETAIL 1 <br />l <br />