|
1-1/4" IP; DOWN 1.0'
<br />BEARS N88'23'22"W 0.16'
<br />"ABBEY GLEN"
<br />VOLUME 41, PAGE 69
<br />BOTP
<br />LOT 14
<br />LOT 13
<br />Wi
<br />7.03'
<br />(N01'35'43"E 7.08')12
<br />5/8" IR W/YPC "AKS ENGR.";
<br />PER PP NO. 2018-029
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<br />VOLUME 45, PAGE 186
<br />BOTP
<br />2
<br />ND.
<br />3/4" IP UP 0.1% PER MCSR 20277;
<br />BEARS S87'00'47"E 0.19'
<br />LOT 3
<br />O
<br />0
<br />5/8" IR W/YPC INSCRIBED
<br />N C.0 N
<br />"AZIMUTH SURVEYING"; "OWEN"
<br />�
<br />VOLUME 45, PAGE 186 BOTP
<br />01
<br />OWEN"
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<br />VOLUME 45, PAGE 186
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<br />(S89'53'W 77.39')3
<br />TOP; PER MCSR 15382
<br />10,464 SF
<br />5/8" IR W/YPC INSCRIBED
<br />"AZIMUTH SURVEYING"; "OWEN"
<br />VOLUME 45, PAGE 186
<br />BOTP
<br />2
<br />ND.
<br />3/4" IP UP 0.1% PER MCSR 20277;
<br />BEARS S87'00'47"E 0.19'
<br />5/8" IR; BENT NORTH;
<br />PER PP N0. 2016-14
<br />' N87'00'47"W 77 .51'
<br />N
<br />62')6
<br />02')6
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<br />PARTITION PLAT NO. 2021 �� mmmmlmmw�F I
<br />LOCATED IN THE NORTHEAST 1/4 SECTION 10, TOWNSHIP 6 SOUTH,
<br />RANGE 1 WEST, WILLAMETTE MERIDIAN,
<br />CITY OF MOUNT ANGEL, MARION COUNTY, OREGON
<br />58823'22`E 1s0En^sRLINEAND
<br />MAY 26, 2021
<br />77.37' �qEa ssaz, EASEMENT PER
<br />ISEE DETAIL
<br />INITIAL
<br />POINT
<br />} S87'06'06"E
<br />0.15'
<br />PARCEL 3
<br />I �r,
<br />21,241 SF N
<br />N
<br />Co I
<br />I
<br />SEE DETAIL
<br />10.12'00
<br />I
<br />I
<br />_' n
<br />U-) M I
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<br />GSL 2 0
<br />I N87'00'47"W 77.51'
<br />1 � 10.00' PSE1
<br />e P� � rn
<br />06 00
<br />5/8" IR W/YPC INSCRIBED 00 00
<br />"AZIMUTH SURVEYING";
<br />PER MCSR 34907 I _
<br />N
<br />oU-5 PARCEL 1
<br />0
<br />C' 11,867 SF
<br />REEL 1357, PAGE 69 0
<br />MCDR w00o,
<br />C O U -)I
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<br />5/8" IR W/YPC-WILHELM ENG. OR.
<br />LS 2413"; DOWN 0.40% PER MCSR
<br />34000; BEARS S19'53'53"W 2.27'
<br />PARCEL 3 HAS ACCESS ACROSS DEED
<br />REEL 1308, PAGE 63, MCDR, PER ACCESS
<br />EASEMENT AGREEMENT RECORDED IN
<br />VOLUME 728, PAGE 383, MCDR, SEE PLAT
<br />NOTE 2
<br />�- 10.00' PRIVATE WATER EASEMENT
<br />BENEFITING PARCEL 2
<br />LO
<br />W5 N Lo
<br />Lo_O %� ^ N
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<br />REEL 1308, PAGE 63
<br />MCDR
<br />----PARCEL 2 HAS ACCESS ACROSS
<br />DEED REEL 1308, PAGE 63,
<br />MCDR, PER ACCESS EASEMENT
<br />C)
<br />AGREEMENT RECORDED IN VOLUME
<br />L6 728, PAGE 383, MCDR, SEE PLAT
<br />NOTE 2
<br />PARCEL 1 HAS ACCESS ACROSS
<br />DEED REEL 1308, PAGE 63, MCDR,
<br />PER ACCESS EASEMENT AGREEMENT
<br />RECORDED IN VOLUME 728, PAGE
<br />383, MCDR, SEE PLAT NOTE 2
<br />1" IP; BENT NORTHERLY; �--
<br />BEARS NO2'59'13"E 0.21'
<br />10.30'---_,..j
<br />' N
<br />7902
<br />=�'
<br />' N87'00'47"W 77 .51'
<br />N
<br />62')6
<br />02')6
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<br />5/8" IR W/YPC, INSCRIBED "AZIMUTH SURVEYING";
<br />01
<br />1000'
<br />.PSE2
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<br />IC6
<br />PER PP NO. 2018-029
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<br />PARCEL 2
<br />(S89'53'W 77.39')3
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<br />10,464 SF
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<br />N
<br />C) 'c)
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<br />I N87'00'47"W 77.51'
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<br />06 00
<br />5/8" IR W/YPC INSCRIBED 00 00
<br />"AZIMUTH SURVEYING";
<br />PER MCSR 34907 I _
<br />N
<br />oU-5 PARCEL 1
<br />0
<br />C' 11,867 SF
<br />REEL 1357, PAGE 69 0
<br />MCDR w00o,
<br />C O U -)I
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<br />N I
<br />0
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<br />5/8" IR W/YPC-WILHELM ENG. OR.
<br />LS 2413"; DOWN 0.40% PER MCSR
<br />34000; BEARS S19'53'53"W 2.27'
<br />PARCEL 3 HAS ACCESS ACROSS DEED
<br />REEL 1308, PAGE 63, MCDR, PER ACCESS
<br />EASEMENT AGREEMENT RECORDED IN
<br />VOLUME 728, PAGE 383, MCDR, SEE PLAT
<br />NOTE 2
<br />�- 10.00' PRIVATE WATER EASEMENT
<br />BENEFITING PARCEL 2
<br />LO
<br />W5 N Lo
<br />Lo_O %� ^ N
<br />M
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<br />M U-) 'n
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<br />REEL 1308, PAGE 63
<br />MCDR
<br />----PARCEL 2 HAS ACCESS ACROSS
<br />DEED REEL 1308, PAGE 63,
<br />MCDR, PER ACCESS EASEMENT
<br />C)
<br />AGREEMENT RECORDED IN VOLUME
<br />L6 728, PAGE 383, MCDR, SEE PLAT
<br />NOTE 2
<br />PARCEL 1 HAS ACCESS ACROSS
<br />DEED REEL 1308, PAGE 63, MCDR,
<br />PER ACCESS EASEMENT AGREEMENT
<br />RECORDED IN VOLUME 728, PAGE
<br />383, MCDR, SEE PLAT NOTE 2
<br />1" IP; BENT NORTHERLY; �--
<br />BEARS NO2'59'13"E 0.21'
<br />10.30'---_,..j
<br />' N
<br />7902
<br />(N21'25'51 E 11.63)91
<br />"
<br />E 11.63
<br />1.46=3q.»
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<br />01
<br />PER MCSR 34907; BEARS N81'46'34"E 0.29'
<br />5/8" IR W/YPC INSCRIBED "WILSON PLS 2687";
<br />PER PP NO. 2015-46
<br />nl
<br />REFERENCES
<br />( )1 RECORD INFORMATION PER REEL 3834, PAGE 19, MCDR
<br />( )2 RECORD INFORMATION PER MCSR 5410
<br />( )3 RECORD INFORMATION PER MCSR 22225
<br />( )4 RECORD INFORMATION PER MCSR 30673
<br />( )5 RECORD INFORMATION PER MCSR 34000
<br />( )6 RECORD INFORMATION PER MCSR 34907
<br />( )7 RECORD INFORMATION PER "ABBEY GLEN" VOLUME 41, PAGE 69 BOTP
<br />( )8 RECORD INFORMATION PER PP NO. 99-46
<br />( )9 RECORD INFORMATION PER PP NO. 2006-51
<br />( )10 RECORD INFORMATION PER "OWEN" VOLUME 45, PAGE 186 BOTP
<br />( )11 RECORD INFORMATION PER PP NO. 2016-14
<br />( )12 RECORD INFORMATION PER PP NO. 2018-029
<br />LEGEND
<br />0 SET 5/8" X 30" IRON ROD W/YPC
<br />INSCRIBED "AKS ENGR." ON: 05/26/2021
<br />O FOUND MONUMENT AS NOTED; HELD
<br />UNLESS NOTED OTHERWISE
<br />❑ FOUND IRON PIPE, SIZE AS NOTED; PER MCSR
<br />5410; HELD UNLESS NOTED OTHERWISE
<br />0 FOUND 5/8" IRON ROD W/YPC INSCRIBED
<br />"BARKER PLS 636"; PER THE PLAT OF "ABBEY
<br />GLEN"; HELD UNLESS NOTED OTHERWISE
<br />IP IRON PIPE
<br />IR IRON ROD
<br />W/YPC WITH A YELLOW PLASTIC CAP
<br />PP NO. PARTITION PLAT NUMBER PER MARION
<br />COUNTY SURVEY RECORDS
<br />MCDR MARION COUNTY DEED RECORDS
<br />MCSR SURVEY NUMBER PER MARION COUNTY SURVEY
<br />RECORDS
<br />SF SQUARE FEET
<br />BOTP MARION COUNTY BOOK OF TOWN PLATS
<br />PSE1 PRIVATE SANITARY SEWER EASEMENT BENEFITING PARCELS 2 & 3
<br />PSE2 PRIVATE SANITARY SEWER EASEMENT BENEFITING PARCEL 3
<br />CR CALCULATED RECORD
<br />SCALE: 1 "= 50 FEET
<br />50 0 10 25 50
<br />w -To i ��wo- at tilifil
<br />'lip a in
<br />0 Nui I
<br />VASIS OF BEARINGS: STATE PLANE 'D BEARING
<br />HORIZONTAL DATUM: A LOCAL DATUM PLANE DERIVED FROM STATE PLANE OREGON NORTH 3601
<br />NAD83(2011)EPOCH: 2010.0000. STATE PLANE COORDINATES WERE DERIVED FROM THE TRIMBLE
<br />VRS NOW NETWORK. DISTANCES SHOWN ARE IN INTERNATIONAL FOOT GROUND VALUES.
<br />NOTES.
<br />1. FOUND MONUMENTS ARE CONSIDERED FLUSH UNLESS NOTED OTHERWISE.
<br />PREPARED
<br />FOR
<br />CHESS MATES,
<br />LLC
<br />1700 MT. HOOD
<br />AVE
<br />WOODBURN, OR 97071
<br />1-1/4" IP; DOWN 1.0'
<br />BEARS N88'23'22"W 0.16'
<br />(N04'18'46"W 2.45')12
<br />5/8" IR W/YPC INSCRIBED "AZIMUTH
<br />SURVEYING", DOWN 0.2% PER "OWEN"�
<br />VOLUME 45, PAGE 186 BOTP
<br />1-1/2" IP; DOWN 0.1;
<br />PER MCSR 20506;
<br />BEARS N87'06'06"W 0.64'
<br />11900"mllulm
<br />DETAIL
<br />NOT TO SCALE
<br />I
<br />0.16' L
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<br />S87°06'06"E 0.80'
<br />(S8612'17"W 0.80')5
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />MARCH 9, 2021
<br />ABRAHAM KAHNAMOOIA
<br />v
<br />S88023122"E 77.37'
<br />5/8n n IR W/YPC WILHELM ENG.
<br />OR. LS 2413"; DOWN 0.4% PER
<br />MCSR 34000; BEARS
<br />S19'5353"W 2.27'
<br />EAST BOUNDARY OF "ABBEY GLEN"
<br />VOLUME 41, PAGE 69 BOTP
<br />1/2" IP; DOWN 0.4%
<br />I PER MCSR 15312
<br />(S01'24'00"W 0.19')7
<br />INITIAL POINT
<br />- S87'06 06 E 0.15
<br />(S88°42'54"E 0.25')10
<br />N
<br />n
<br />3/4" IP; BENT SOUTH TIED SPIN HOLE;
<br />DOWN 0.7% PER MCSR 20277;
<br />BEARS S44'23'31 "E 0.29'
<br />�
<br />1"
<br />IP; DOWN 0.8% PINCHED
<br />TOP; PER MCSR 9442;
<br />BEARS S79'31'11 "E 2.80'
<br />`1/2" IP; DOWN 0.8; BROKEN TOP;
<br />N PER MCSR 15382
<br />LO
<br />n
<br />1" IP; BENT NORTHERLY;
<br />BEARS NO2'59'13"E 0.21'
<br />O 00
<br />ra
<br />01
<br />`J
<br />5/8" IR W/YPC "AKS ENGR.";
<br />r__
<br />PER PP NO. 2018-029
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<br />(N89'58'00"E 77.53')5
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<br />(N89'46'E 77.53')1,2
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<br />S87°06'06"E 0.80'
<br />(S8612'17"W 0.80')5
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />MARCH 9, 2021
<br />ABRAHAM KAHNAMOOIA
<br />v
<br />S88023122"E 77.37'
<br />5/8n n IR W/YPC WILHELM ENG.
<br />OR. LS 2413"; DOWN 0.4% PER
<br />MCSR 34000; BEARS
<br />S19'5353"W 2.27'
<br />EAST BOUNDARY OF "ABBEY GLEN"
<br />VOLUME 41, PAGE 69 BOTP
<br />1/2" IP; DOWN 0.4%
<br />I PER MCSR 15312
<br />(S01'24'00"W 0.19')7
<br />INITIAL POINT
<br />- S87'06 06 E 0.15
<br />(S88°42'54"E 0.25')10
<br />N
<br />n
<br />3/4" IP; BENT SOUTH TIED SPIN HOLE;
<br />DOWN 0.7% PER MCSR 20277;
<br />BEARS S44'23'31 "E 0.29'
<br />�
<br />1"
<br />IP; DOWN 0.8% PINCHED
<br />TOP; PER MCSR 9442;
<br />BEARS S79'31'11 "E 2.80'
<br />`1/2" IP; DOWN 0.8; BROKEN TOP;
<br />N PER MCSR 15382
<br />LO
<br />n
<br />1" IP; BENT NORTHERLY;
<br />BEARS NO2'59'13"E 0.21'
<br />
|