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NOTES: <br />1. ALL MONUMENTS FOUND IN GOOD CONDITION AND <br />WITHIN 0.2' OF THE SURFACE OF THE GROUND UNLESS <br />OTHERWISE NOTED. <br />[S00°29' 19"E] T [65.52'] 3 <br />(36.00')6 <br />ko <br />m <br />A <br />[445.37-13 <br />[N90°00'00"E 628.32-13 <br />H <br />vn <br />Lu <br />o DETAIL <br />(30') �i 1 (301 1 „ = 30' <br />Irz <br />O <br />U� <br />55.29-16 [54.72-16 <br />�o <br />Eo O <br />m ko <br />o m <br />2.11' 1p m <br />Ln <br />290 <br />[N90°00'00"E] {60.80'} 6 <br />115.33' <br />[117.44-13 <br />NARRATIVE <br />THE PURPOSE OF THIS SURVEY IS TO REPLACE MONUMENTS <br />OBLITERATED DURING IMPROVEMENTS BENEATH KALE STREET <br />NE. THE BASIS OF BEARING IS BETWEEN MONUMENTS C AND E <br />PER MARION COUNTY SURVEY RECORD 38715. <br />I PREVIOUSLY SURVEYED THIS AREA IN MARION COUNTY <br />SURVEY RECORD 38715 AND NORTHSTAR PHASES 4 AND 6. 1 <br />RESET FOUR OBLITERATED CENTERLINE MONUMENTS AT THEIR <br />RECORD COORDINATES FROM ORIGINAL CONTROL. <br />RECEIVED 02/03/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />03/29/2021. <br />MCSR 39370 <br />Ra <br />IN <br />tu <br />RECORD OF SURVEY <br />IN THE NW 1/4 SEC. 5, T. 7 S., R. 2 W., W.M. <br />CITY OF SALEM, MARION COUNTY, OREGON <br />BY: <br />MULTI/TECH ENGINEERING SERVICES, INC. <br />1155 13TH ST. S.E. SALEM, OREGON 97302 <br />503-363-9227 <br />io <br />r <br />[117.44-13 �c- <br />0 <br />\ <br />T7S R3W <br />DLC DlC <br />49 71 <br />,OUN�i <br />CAP DETAIL <br />FOUND 3" BRASS CAP <br />289 IN MONUMENT BOX <br />REFERENCE SURVEYS <br />1. MCSR 4409RO62 <br />2. MCSR 37346 <br />3. MCSR 38715 <br />4. JAN REE NORTH PHASE II V. 42, P. 11, BOTP <br />5. JAN REE NORTH PHASE III V. 42, P. 60, BOTP <br />6. NORTHSTAR PHASE 4 V. H48, P. 54, BOTP <br />7. NORTHSTAR PHASE 6 V. H48, P. 73, BOTP <br />[430.49-13 <br />KALE STREET NE (VARIABLE) <br />w <br />Z <br />Q <br />J 280 <br />m m <br />[255.11-13 <br />N0RPHSTAP PHASE 6 CITY <br />V. H48, P. 73 BOTP STORMWATER <br />469 468 467 I FACILITY <br />[N89°21'20"E] (507.0016+7 <br />� <br />[134.86'13 �- [672.11-13 <br />[N89°21'20"E] {1492.57'} 3 <br />BASIS OF BEARING <br />D <br />- a. - <br />MONUMENT TABLE <br />A. 5/8" IRON ROD WITH ALUMINUM CAP SCRIBED "BARKER PLS <br />636" PER MCSR 37346 <br />C. 3" BRASS CAP DOWN 0.7' IN A MONUMENT BOX, SEE DETAIL <br />D. 5/8" IRON ROD WITH ALUMINUM CAP SCRIBED "BARKER PLS <br />636" PER JAN REE NORTH PHASE II <br />E. 5/8" IRON ROD WITH ALUMINUM CAP SCRIBED "BARKER PLS <br />636" PER JAN REE NORTH PHASE III <br />116.34' <br />w <br />Z <br />(30') , (30') <br />Q <br />z <br />5.00-16 J [55.00-11 <br />W� <br />Io <br />ao <br />mtp <br />O m <br />Q1 <br />vi <br />[255.11-13 <br />MCSR 39370 <br />0 = 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED <br />"MULTI/TECH ENG" PER NORTHSTAR PHASE 4 <br />■ = 5/8" IRON ROD WITH ALUMINUM CAP SCRIBED <br />"MULTI/TECH ENG" PER NORTHSTAR PHASE 4 <br />.0 = 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED <br />"MULTI/TECH ENG" PER NORTHSTAR PHASE 6 <br />= FOUND MONUMENT, SEE TABLE <br />❑ = SET 5/8" X 30" IRON ROD WITH ALUMINUM CAP <br />SCRIBED "MULTI/TECH ENG" LEVEL WITH PAVEMENT <br />X = CALCULATED POINT <br />ko <br />M <br />138.77' <br />MCSR = MARION COUNTY SURVEY RECORD <br />BOTP = BOOK OF TOWN PLATS <br />P. = PAG E <br />V. = VOLUME <br />[ ] = RECORD AND MEASURED DATA PER SURVEY NOTED <br />( ) = RECORD DATA PER SURVEY NOTED <br />{ } = CALCULATED RECORD DATA PER SURVEY NOTED <br />REGISTERED <br />PROFESSIONAL <br />AND SURVEYOR <br />OREGON <br />JULY 13, 2004 <br />ROBERT D. HAMMAN <br />64202LS <br />EXPIRES: 6-30-2021 <br />SHEET 1 OF 1 <br />NORTHSTAR <br />PHASE 4 <br />V. H48, <br />P. 54 BOTP <br />290 <br />289 <br />288 <br />287 <br />286 1 285 1 284 <br />283 <br />282 <br />281 <br />- <br />'Mae <br />[N89°21'20"E] {491.63'} 6 <br />,. <br />io <br />r <br />[117.44-13 �c- <br />0 <br />\ <br />T7S R3W <br />DLC DlC <br />49 71 <br />,OUN�i <br />CAP DETAIL <br />FOUND 3" BRASS CAP <br />289 IN MONUMENT BOX <br />REFERENCE SURVEYS <br />1. MCSR 4409RO62 <br />2. MCSR 37346 <br />3. MCSR 38715 <br />4. JAN REE NORTH PHASE II V. 42, P. 11, BOTP <br />5. JAN REE NORTH PHASE III V. 42, P. 60, BOTP <br />6. NORTHSTAR PHASE 4 V. H48, P. 54, BOTP <br />7. NORTHSTAR PHASE 6 V. H48, P. 73, BOTP <br />[430.49-13 <br />KALE STREET NE (VARIABLE) <br />w <br />Z <br />Q <br />J 280 <br />m m <br />[255.11-13 <br />N0RPHSTAP PHASE 6 CITY <br />V. H48, P. 73 BOTP STORMWATER <br />469 468 467 I FACILITY <br />[N89°21'20"E] (507.0016+7 <br />� <br />[134.86'13 �- [672.11-13 <br />[N89°21'20"E] {1492.57'} 3 <br />BASIS OF BEARING <br />D <br />- a. - <br />MONUMENT TABLE <br />A. 5/8" IRON ROD WITH ALUMINUM CAP SCRIBED "BARKER PLS <br />636" PER MCSR 37346 <br />C. 3" BRASS CAP DOWN 0.7' IN A MONUMENT BOX, SEE DETAIL <br />D. 5/8" IRON ROD WITH ALUMINUM CAP SCRIBED "BARKER PLS <br />636" PER JAN REE NORTH PHASE II <br />E. 5/8" IRON ROD WITH ALUMINUM CAP SCRIBED "BARKER PLS <br />636" PER JAN REE NORTH PHASE III <br />116.34' <br />w <br />Z <br />(30') , (30') <br />Q <br />z <br />5.00-16 J [55.00-11 <br />W� <br />Io <br />ao <br />mtp <br />O m <br />Q1 <br />vi <br />[255.11-13 <br />MCSR 39370 <br />0 = 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED <br />"MULTI/TECH ENG" PER NORTHSTAR PHASE 4 <br />■ = 5/8" IRON ROD WITH ALUMINUM CAP SCRIBED <br />"MULTI/TECH ENG" PER NORTHSTAR PHASE 4 <br />.0 = 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED <br />"MULTI/TECH ENG" PER NORTHSTAR PHASE 6 <br />= FOUND MONUMENT, SEE TABLE <br />❑ = SET 5/8" X 30" IRON ROD WITH ALUMINUM CAP <br />SCRIBED "MULTI/TECH ENG" LEVEL WITH PAVEMENT <br />X = CALCULATED POINT <br />ko <br />M <br />138.77' <br />MCSR = MARION COUNTY SURVEY RECORD <br />BOTP = BOOK OF TOWN PLATS <br />P. = PAG E <br />V. = VOLUME <br />[ ] = RECORD AND MEASURED DATA PER SURVEY NOTED <br />( ) = RECORD DATA PER SURVEY NOTED <br />{ } = CALCULATED RECORD DATA PER SURVEY NOTED <br />REGISTERED <br />PROFESSIONAL <br />AND SURVEYOR <br />OREGON <br />JULY 13, 2004 <br />ROBERT D. HAMMAN <br />64202LS <br />EXPIRES: 6-30-2021 <br />SHEET 1 OF 1 <br />