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�022-�2
<br />PARTITION PLAT NO. 2022- o2
<br />A REPEAT OF PARCEL 3, PARTITION PLAT 1990-26, AND OTHER LAND,
<br />IN THE SE 1/4 OF SECTION 27, TOWNSHIP 6 SOUTH, RANGE 1 WEST
<br />t8 � OF THE WILLAMETTE MERIDIAN, CITY OF SILVERTON,
<br />MARION COUNTY, OREGON Noo*32'02•'w ,ss' 13 (srn iz+eas ar),
<br />12
<br />CASE FILE: LA-22-01
<br />MAY 11, 2022
<br />CAL
<br />INITIAL
<br />POINT
<br />o
<br />N
<br />J
<br />NOTES:
<br />(PARCEL 2, P90-26)
<br />R. 4400, P. 170
<br />IN
<br />N90"00'00"E 287.32" (EAST 287.34')1
<br />BASIS OF BEARINGS
<br />PARCEL 1
<br />••4
<br />UA
<br />W PARCEL 2
<br />25,899 SQ. FT,
<br />EASEMENTS- i 687, • a
<br />ARE INDETERMINATE AND THEREFORE
<br />UNPLOTA:
<br />0 SET 5/8" X 30" IRON ROD WITH
<br />YELLOW PLASTIC CAP
<br />STAMPED "LAZER SITE 54550LS"
<br />MONUMENTS SET MAY 111 2022
<br />( ) RECORD SURVEY
<br />( )1 P90-26
<br />( )2 MCSR 38023
<br />( )3 MCSR 38571
<br />N88®04'41 "W 277.74'
<br />(N88-01'37"W 277.73')2
<br />R. 3318, P. 126
<br />EQ)
<br />Lo
<br />CURVE ® LINE DATA TABLE
<br />•
<br />• s •
<br />! •
<br />!•, !. , i •
<br />is it
<br />• ••
<br />i4•165.56
<br />BB
<br />I.P.
<br />IRON PIPE
<br />R.O.W.
<br />RIGHT-OF-WAY
<br />I.R.
<br />IRON ROD
<br />RPC
<br />RED PLASTIC CAP
<br />L
<br />LENGTH OF ARC
<br />SQ. FT.
<br />SQUARE FEET
<br />MCDR
<br />MARION COUNTY DEED RECORD
<br />V.
<br />VOLUME
<br />MCSR
<br />MARION COUNTY SURVEY RECORD
<br />YPC
<br />YELLOW PLASTIC CAP
<br />P.
<br />PAGE
<br />PXX-XXXX
<br />PARTITION PLAT NUMBER
<br />R.
<br />REEL
<br />RAD.
<br />RADIUS
<br />10
<br />50, R•O•W•
<br />REFERENCE
<br />SURVEYS:
<br />MCSR 90-26
<br />MCSR 38023
<br />MCSR 38571
<br />MCSR 39161
<br />NARRATIVE:
<br />THE PURPOSE OF THIS SURVEY IS TO MAP AND MONUMENT THE
<br />REPLAT OF PARCEL 3 OF PARTITION PLAT P90-26 PER MARION COUNTY
<br />SURVEYOR AS APPROVED BY THE CITY OF SILVERTON CASE FILE:
<br />LA- 22- 01.
<br />THE BASIS OF BEARINGS NORTH 90000'00" EAST PER MCSR P90-26
<br />WAS DETERMINED BY HOLDING MONUMENT NUMBERS 17 AND 11. THIS IS
<br />ALSO THE NORTH LINE OF THE PROPERTY.
<br />FOR THE WEST LINE MONUMENT NUMBERS 18, 17 AND 16 WERE HELD
<br />AS SHOWN BY SHULL IN P90-26. THIS LINE WAS EXTENDED 161.26 FEET
<br />ALONG THE EAST RIGHT-OF-WAY OF HIGHWAY 214 AS SHOWN IN MCSR
<br />38023, CREATING A SEARCH AREA AT THE SOUTHWEST CORNER. THE
<br />MONUMENT AT THE CORNER IN MCSR 38023 WAS NOT LOCATED. THERE
<br />WAS EVIDENCE OF DITCH WORK IN THE AREA. THIS POSITION WAS CHECKED
<br />BY HOLDING THE END OF THE WEST LINE AS CALCULATED AND MONUMENT
<br />NUMBER 10. THIS CHECKS WELL WITH RECORD SURVEY MCSR 38023. THIS
<br />POSITION WAS HELD FOR THE SOUTHWEST CORNER AND ALSO ESTABLISHES
<br />THE WEST END OF THE SOUTH LINE.
<br />FOR THE EAST PROPERTY LINE ALSO SHOWN AS THE WEST
<br />RIGHT-OF-WAY OF SECOND STREET, MONUMENTS 12 AND 11 WERE HELD
<br />TO CREATE THE 1175.92 FOOT RADIUS CURVE AS SHOWN BY SHULL IN
<br />P90-26. THE CURVE WAS EXTENDED SOUTHERLY FROM HELD MONUMENT 11
<br />AN ADDITIONAL 40.91 FEET TO RE-CREATE SHULL'S POINT OF CURVATURE.
<br />THE MONUMENT SET BY SHULL WAS NOT LOCATED.
<br />A LINE WAS THEN EXTENDED SOUTHEASTERLY ALONG THE EAST
<br />PROPERTY LINE, ALSO SHOWN AS THE SAID RIGHT-OF-WAY OF SECOND
<br />STREET TO THE HELD MONUMENT NUMBER 19. TO RECREATE THE
<br />SOUTHERLY PORTION OF THE EAST LINE A PERPENDICULAR DISTANCE OF
<br />25.00 FEET WAS APPLIED TO MONUMENT 10 AND A PERPENDICULAR
<br />DISTANCE OF 25.00 WAS APPLIED TO MONUMENT NUMBER 14.
<br />AS SHOWN IN MCSR 39161, A LINE WAS THEN RUN BETWEEN THESE
<br />CALCULATED POSITIONS AND USED TO CREATE A CENTERLINE BEARING FOR
<br />THIS PORTION OF SECOND STREET. THIS CENTERLINE BEARING WAS APPLIED
<br />TO MONUMENT NUMBER 10 AND EXTENDED NORTHERLY TO WHERE IT
<br />INTERSECTS THE RECORD CURVE LINE OF P90-26 RUNNING FROM
<br />MONUMENT NUMBERS 16 THROUGH 19 AND EXTENDING THIS TO THE EAST
<br />PROPERTY LINE BOUNDARY. THIS IS ALSO SHOWN AS BEING THE WEST
<br />RIGHT-OF-WAY OF SECOND STREET.
<br />EQUIPMENT USED FOR THIS SURVEY WAS A TRIMBLE 5600 ROBOTIC
<br />TOTAL STATION. FIELD WORK FOR THIS SURVEY WAS DONE DURING THE
<br />MONTHS OF OCTOBER 2020 AND MAY 2022. NEW MONUMENTS WERE SET
<br />ON MAY 11, 2022.
<br />GRAPHIC SCALE
<br />! i 15 30
<br />IN FEET
<br />MONUMENT
<br />LIST:
<br />10
<br />5/8
<br />IRON
<br />ROD
<br />WITH YPC
<br />STAMPED
<br />"AZIMUTH
<br />SURVEYING", FLUSH,
<br />HELD,
<br />SET
<br />IN MCSR MCSR
<br />38023.
<br />11
<br />5/8
<br />IRON
<br />ROD
<br />WITH YPC
<br />STAMPED
<br />"LS 909",
<br />UP 0.2", HELD, SET IN
<br />P90-26.
<br />12
<br />5/8
<br />IRON
<br />ROD
<br />WITH YPC
<br />STAMPED
<br />"LS 909",
<br />DOWN 0.2, HELD, SET
<br />IN P90-26.
<br />13
<br />5/8
<br />IRON
<br />ROD
<br />WITH YPC
<br />STAMPED
<br />"LS 909",
<br />DOWN 0.1, SET IN
<br />P90-26.
<br />14
<br />5/8
<br />IRON
<br />ROD
<br />WITH YPC
<br />STAMPED
<br />"AKS ENG",
<br />DOWN 0.5', SET IN
<br />MCSR
<br />39161.
<br />16
<br />5/8
<br />IRON
<br />ROD
<br />WITH YPC
<br />STAMPED
<br />"AZIMUTH
<br />SURVEYING", FLUSH,
<br />HELD,
<br />SET
<br />IN P90-26.
<br />17
<br />5/8
<br />IRON
<br />ROD
<br />WITH YPC
<br />STAMPED
<br />"AZIMUTH
<br />SURVEYING", FLUSH,
<br />HELD,
<br />SET
<br />IN P90-26.
<br />18 1-1/2" ALUMINUM CAP STAMPED STAMPED "STATE HWY DEPT
<br />291+01.62' (OSHD 1790), FLUSH IN HARD SURFACE.
<br />19 5/8 IRON ROD, DOWN 0.4, HELD, SET IN P90-26.
<br />
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