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S48-086
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Entry Properties
Last modified
6/9/2021 3:34:37 PM
Creation date
6/9/2021 3:33:54 PM
Metadata
Fields
Template:
PW - Survey
Survey Owner Name
West Coat Home Solutions, LLC
SubdivisionCondo Name
Bethel Park Phase 2
Planning Case Number
SUB 17-002
Survey Jurisdiction
MCP
Tracking Number
SP18-020
Recorded Number
S48-086
Recorded Date
6/8/2021
Survey Type
Subdivision
Survey Document Type
Originals
Retention
Permanent
Survey Surveyor Name
Wilson
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vm'", N 11 c bq F140 <br />66 , BETHEL PARK PHASE 2 SHEET 9 OF 10 <br />s75.41'43" ��s58.43'4\8"E 10. oo' <br />-A PLANNED UNIT DEVELOPMENT <br />E 6.60 48 �� \ '\ A REPEAT OF PARCELS 1 _ » <br />S89018'34"E 33.57' / 2, & 3, PARTITION PLAT 2014 20 AND TRACT A <br />GRA N31'16'12"E 34.96' -moi �-531'16'12"w 26.89' 110 & LOTS 3, 26 & 47,E BETHEL PARK -A PLANNED UNIT DEVELOPMENT <br />CE CT. C60 IN THE N.E. 1/4 OF SECTION 17, T. 6 S., R. 2 W., W.M. <br />65 - - --� S>> <br />�h00 - _ X28 48„E MARION COUNTY, OREGON <br />1 _ 197 JANUARY 20, 2021 <br />/ <br />/ <br />yh� / <br />64 /^h <br />. L <br />A� P <br />/o Q <br />Iri <br />� <br />h /� 28 <br />/.h <br />/rye <br />/h <br />61'02'32"W 5.96' PARKWA Y DR. <br />EASEMENT NOTE: <br />1) THE SUBJECT PROPERTY IS SUBJECT TO <br />A PORTLAND GENERAL ELECTRIC COMPANY <br />SERVICE EASEMENT RECORDED IN R. 3931, <br />P. 137, MCDR. DOCUMENT STATES THE <br />NONEXCLUSIVE, PERPETUAL EASEMENT <br />AND RIGHT OF WAY ACROSS PARCEL 2, P.P. <br />2014-020. SAID EASEMENT AFFECTS THE <br />EASEMENT AREA BEING 5' ON EACH SIDE <br />OF THE CENTER LINE OF PGE'S SYSTEMS <br />AS LOCATED. THIS SHEET SHOWS THE <br />AFFECTED EASEMENT AREA AS SUCH. / <br />BARKER <br />SURVEYING <br />3657 KASHMIR WAY SE <br />SALEM, OREGON 97317 <br />PHONE (503) 588-8800 <br />FAX (503) 363-2469 <br />EMAIL: INFOOBARKERWILSON.COM <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />EXPIRES: 6/30/2022 <br />N54048'00"W 2.03' <br />N 25'30' 43"E 43.03' <br />N28051'14"E 27.81' <br />56 <br />S61008'46"E 10.06' <br />"'S61028'46"W 21.05' <br />61'28'46"W 18.01' <br />coo <br />"o) <br />0 <br />51 <br />52 <br />77 <br />/j <br />53 / <br />78 <br />0.7 <br />S55'10'10"E 5.27' <br />S30'49'32"W 40.79' <br />41 / <br />S9058'44"E 5.06' <br />54 <br />40 <br />/ S S33'21'38"W 38.40' <br />�, ••fit. <br />Or <br />1 / <br />N55'03'54"W <br />j ,y> <br />48.61' (9 op <br />N60-16'51 W / / D�` ,��,• <br />/ C5 24.36 <br />N58'09'39"W 57.65' <\,--S49'28' <br />/ h^� 38 \ <br />j S28051'14"W 0.75' \ <br />EG S54'19'04"E 22.29' 39 C61 <br />N49'28'00"W 29.44' <br />S28\14 "W 10.07' <br />N54'19'04"W 23.37' 67 <br />37 <br />S35'12'00"W 16.21' <br />36 S54.19'04"E 25.18' <br />\ N28.51'14"E 10.07' <br />N54'19'04"W 25.18' <br />68 <br />S28.51'15"W 10.07' <br />'8.51'14"W 15.14' <br />S45.25'58"E 6.12' <br />28'51'15"W 14.34' <br />SCALE: 1" = 50' <br />DETAIL FOR <br />56'28'38"E 25.08' <br />108 <br />-S28.51'15"W 10.03' <br />107 \ <br />28'51'15"E 16.36' <br />E <br />10 <br />N15040'18"W 94.09' m I I1 S15 40 18 E 64.97 I 115 <br />10' WIDE PGE EASEMENT 1 <br />1 , I <br />PER R. 3931, P. 137, MCDR 1 SO'04'47"E 39.24' I <br />1 �- N89055'1 3"E 124.46' <br />70024'08"E 53.92' <br />EZRA�`� � �it <br />N8'1 ' <br />LANE NE 2 50 E 2.05 <br />S70024'08"W 40.04' - <br />CURVE DATA <br />11 <br />RADIUS <br />DELTA <br />ARC LENGTH <br />N81 3 4'47"E <br />S78.02'40"E <br />27. 76' <br />110.00' <br />-L <br />- 84 31_ - - <br />21,36 <br />S78002'40"E 11.11' <br />1581.34,47"w <br />__ -- <br />'I <br />8 <br />I <br />I <br />74.01 ' <br />3 <br />I <br />12.87' <br />I <br />N78'02'40"W <br />C61 <br />25.00' <br />I <br />I <br />3.95 <br />12 ;� <br />I <br />X11 <br />I <br />S77'31'27"W <br />24.18' <br />I <br />I <br />I <br />°' <br />I <br />I <br />I N <br />Z <br />I 7 <br />col <br />I Lo <br />21 <br />I <br />wl <br />I <br />106 <br />oI <br />I �r <br />I0 <br />13 <br />Z01 <br />I <br />I V) <br />20 <br />l o <br />I <br />I <br />1N 6 <br />I <br />I� <br />1 0 <br />1 <br />I <br />I <br />I <br />o <br />I <br />0 I <br />1 <br />I - <br />14 <br />3 <br />I 5 <br />I <br />CA <br />rl- <br />I co <br />to <br />r <br />I <br />� <br />-0 <br />1 <br />o <br />Z <br />I � <br />0 <br />Lo <br />to <br />I Q <br />z <br />ID <br />I 4 <br />1 0 <br />15 <br />1 v <br />I <br />I <br />Lo <br />Ipo <br />1 <br />I� <br />1 <br />1 <br />I ro <br />11 <br />1 <br />19 <br />I �- <br />I o <br />1 1 <br />. 16, <br />I � <br />N15040'18"W 94.09' m I I1 S15 40 18 E 64.97 I 115 <br />10' WIDE PGE EASEMENT 1 <br />1 , I <br />PER R. 3931, P. 137, MCDR 1 SO'04'47"E 39.24' I <br />1 �- N89055'1 3"E 124.46' <br />70024'08"E 53.92' <br />EZRA�`� � �it <br />N8'1 ' <br />LANE NE 2 50 E 2.05 <br />S70024'08"W 40.04' - <br />CURVE DATA <br />CURVE <br />RADIUS <br />DELTA <br />ARC LENGTH <br />CHORD BEARING <br />DIST. <br />C58 <br />110.00' <br />14.06'23" <br />27.08' <br />N23.35'34"E <br />27.01' <br />C59 <br />25.00' <br />23006'27" <br />10.08' <br />S15'26'55"W <br />10.01' <br />C60 <br />70.00' <br />10031'58" <br />12.87' <br />S82.22'01 "W <br />12.85' <br />C61 <br />25.00' <br />28'05'09" <br />12.25' <br />S75'01'20"W <br />12.13' <br />C62 <br />25.00' <br />37.37'32" <br />16.42' <br />N71016'01 "W <br />16.12' <br />18 I 17 <br />NO'04'47"W 60.94' <br />Q N86 39 44 W 9.98 <br />LQ S86'39'44"E 10.26' <br />Z <br />N16'20'32"E 27.34"w"' <br />59 <br />N37.15'03"W 19.71' <br />IS89'55'13"W 126.39' <br />2 <br />N0028'40"E 66.00' <br />-S16'20'32"W 24.59' <br />i <br />-S37.15'03"E 14.66' <br />120 <br />S52044'57"W 10.00' <br />0 <br />0 <br />0 <br />0 <br />00 <br />N <br />
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