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<br />RECORD OF SURVEY
<br />FOR ERIC JENSEN
<br />IN THE SW 1/4 SEC. 34, T. 7 S., R. 3 W., W.M.
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />BY:
<br />MULTI/'TECH ENGINEERING SERVICES, INC.
<br />115513TH ST. S.E. SALEM, OREGON 97302
<br />503-363-9227
<br />NARRATIVE
<br />THE PURPOSE OF THIS SURVEY IS TO REMONUMENT LOT 6, BLOCK 2, SALEM HEIGHTS
<br />ADDITION TO SALEM. THE BASIS OF BEARING IS BETWEEN MONUMENTS A AND B PER
<br />MARION COUNTY SURVEY RECORD 6343A AND NOB HILL ANNEX TO SALEM. THESE TWO
<br />MONUMENTS ARE THE ONLY REMAINING MONUMENTS OF RECORD ON THE RIGHT OF WAY
<br />OF MCGILCHRIST STREET IN THE AREA, AND REPRESENT BETTER EVIDENCE THAN THE
<br />CURB LINE SURVEYED IN MARION COUNTY SURVEY RECORD 36421 PER ORS 93.310(2). 1
<br />HELD THAT NORTH RIGHT OF WAY AS THE SOUTHERN LIMIT OF BLOCK 2.
<br />I FOUND MOST OF THE MONUMENTS IN THE PORTION OF BLOCK 2 WEST OF THE ALLEY.
<br />HAVING NO EVIDENCE TO THE CONTRARY, I CONSIDERED THEM SUBDIVISION
<br />MONUMENTS. I HELD MONUMENTS F, M, AND K FOR THE WEST LINE OF THE ALLEY. I
<br />USED A LINE OF BEST FIT BETWEEN MONUMENTS D, E, J, AND L FOR THE EAST RIGHT OF
<br />WAY OF WEST NOB HILL STREET. I USED THE BEARING OF THE LINE BETWEEN
<br />MONUMENTS J AND K FOR THE SIDE LOT LINES IN OTHER AREAS WHERE ONLY ONE
<br />MONUMENT WAS PRESENT TO BEST PRESERVE THE LAYOUT OF THE ORIGINAL BLOCK.
<br />• = FOUND MONUMENT, SEE TABLE
<br />O = SET 5/8"X 30" IRON ROD WITH YELLOW PLASTIC CAP
<br />SCRIBED "MULTI/TECH ENG." AT GROUND LEVEL
<br />X = CALCULATED POINT
<br />MCSR = MARION COUNTY SURVEY RECORD
<br />BOTP = BOOK OF TOWN PLATS
<br />P. = PAGE
<br />V. = VOLUME
<br />R. = REEL
<br />[ ] = RECORD AND MEASURED DATA PER SURVEY NOTED
<br />( ) = RECORD DATA PER SURVEY NOTED
<br />{ } = CALCULATED RECORD DATA PER SURVEY NOTED
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<br />RECORD OF SURVEY
<br />FOR ERIC JENSEN
<br />IN THE SW 1/4 SEC. 34, T. 7 S., R. 3 W., W.M.
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />BY:
<br />MULTI/'TECH ENGINEERING SERVICES, INC.
<br />115513TH ST. S.E. SALEM, OREGON 97302
<br />503-363-9227
<br />NARRATIVE
<br />THE PURPOSE OF THIS SURVEY IS TO REMONUMENT LOT 6, BLOCK 2, SALEM HEIGHTS
<br />ADDITION TO SALEM. THE BASIS OF BEARING IS BETWEEN MONUMENTS A AND B PER
<br />MARION COUNTY SURVEY RECORD 6343A AND NOB HILL ANNEX TO SALEM. THESE TWO
<br />MONUMENTS ARE THE ONLY REMAINING MONUMENTS OF RECORD ON THE RIGHT OF WAY
<br />OF MCGILCHRIST STREET IN THE AREA, AND REPRESENT BETTER EVIDENCE THAN THE
<br />CURB LINE SURVEYED IN MARION COUNTY SURVEY RECORD 36421 PER ORS 93.310(2). 1
<br />HELD THAT NORTH RIGHT OF WAY AS THE SOUTHERN LIMIT OF BLOCK 2.
<br />I FOUND MOST OF THE MONUMENTS IN THE PORTION OF BLOCK 2 WEST OF THE ALLEY.
<br />HAVING NO EVIDENCE TO THE CONTRARY, I CONSIDERED THEM SUBDIVISION
<br />MONUMENTS. I HELD MONUMENTS F, M, AND K FOR THE WEST LINE OF THE ALLEY. I
<br />USED A LINE OF BEST FIT BETWEEN MONUMENTS D, E, J, AND L FOR THE EAST RIGHT OF
<br />WAY OF WEST NOB HILL STREET. I USED THE BEARING OF THE LINE BETWEEN
<br />MONUMENTS J AND K FOR THE SIDE LOT LINES IN OTHER AREAS WHERE ONLY ONE
<br />MONUMENT WAS PRESENT TO BEST PRESERVE THE LAYOUT OF THE ORIGINAL BLOCK.
<br />• = FOUND MONUMENT, SEE TABLE
<br />O = SET 5/8"X 30" IRON ROD WITH YELLOW PLASTIC CAP
<br />SCRIBED "MULTI/TECH ENG." AT GROUND LEVEL
<br />X = CALCULATED POINT
<br />MCSR = MARION COUNTY SURVEY RECORD
<br />BOTP = BOOK OF TOWN PLATS
<br />P. = PAGE
<br />V. = VOLUME
<br />R. = REEL
<br />[ ] = RECORD AND MEASURED DATA PER SURVEY NOTED
<br />( ) = RECORD DATA PER SURVEY NOTED
<br />{ } = CALCULATED RECORD DATA PER SURVEY NOTED
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<br />SALEM HEIGHTS ADDITION TO SALEM
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<br />104.85' (105.00') 6
<br />RECEIVED 01/21/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />03/29/2021.
<br />MCSR 39360
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<br />S89030'00"W 866.65'
<br />MCGILCHRIST ST (501)
<br />OREGON
<br />JULY 14, 2020
<br />LEO LITOWICH
<br />91070
<br />RENEWS: 12-31-2022
<br />2.15' BASIS OF BEARING
<br />L, [S89030'00"W] 5
<br />llowp 99.83' (99.90')1
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<br />A. 1/2" IRON PIPE PER MCSR 6343A, HELD
<br />B. 1/2" IRON ROD PER MCSR 6343A, HELD
<br />C. 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />'MULTI/TECH ENG' PER MCSR 35342, HELD
<br />D. 1/2' IRON PIPE PER V. 04, P. 35, BENT, S89028'15"W 0.09'
<br />FROM CALCULATED CORNER
<br />E. 1/2' IRON PIPE PER V. 04, P. 35, N89014'44"E 0.19' FROM
<br />CALCULATED CORNER
<br />F. 1/2" IRON PIPE INSIDE 11/2" IRON PIPE PREVIOUSLY TIED IN
<br />MCSR 36421, N01059'00'E 0.31' FROM CALCULATED CORNER
<br />G. 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED "QUERY
<br />PLS 1653" PER MCSR 36421, N89024'58"E 0.30' FROM
<br />CALCULATED CORNER
<br />H. 3/4' IRON PIPE PER V. 04, P. 35, N89028'15"E 0.44' FROM
<br />CALCULATED CORNER
<br />J. 3/4' IRON PIPE PER V. 04, P. 35, 589028'15"W 0.20' FROM
<br />CALCULATED CORNER
<br />K. 1/2' IRON PIPE PER V. 04, P. 35, DOWN 0.6', HELD
<br />L. 1" IRON PIPE PER V. 04, P. 35, 587059'20"E 0.10' FROM
<br />CALCULATED CORNER
<br />M. IRON PIPE PER V. 04, P. 35, BADLY BENT, DOWN 1.0', HELD
<br />REFERENCE SURVEYS:
<br />1. MCSR 6343A
<br />2. MCSR 15152
<br />3. MCSR 35342
<br />4. MCSR 36421
<br />5. NOB HILL ANNEX TO SALEM V. 02, P. 96, BOTP
<br />6. SALEM HEIGHTS ADDITION TO SALEM V. 04, P. 35, BOTP
<br />MCSR 39360
<br />SHEET 1 OF 1
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