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39578
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Last modified
3/8/2022 2:26:06 PM
Creation date
3/8/2022 2:26:02 PM
Metadata
Fields
Template:
PW - Survey
Survey Owner Name
Holy Trinity Private School
Survey Jurisdiction
MCP
Tracking Number
SU39578
Recorded Number
39578
Recorded Date
3/8/2022
Survey Type
PLA
Survey Document Type
Originals
Retention
Permanent
Survey Surveyor Name
Howell
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0' 50' 100' <br />"P%im? I <br />SCALE: 1 INCH = 50 FEET <br />LEGEND <br />• FOUND MONUMENT WITHIN 0.20' OF <br />SURFACE UNLESS OTHERWISE NOTED <br />HELD UNLESSOTHERWISE NOTED <br />O SET 5/8 x30' IR W/YPC MARKED <br />"HOWELL LS 91569", FLUSH <br />[DATA(#)] <br />RECORD DATA & REFERENCE <br />C(#) <br />CALCULATED DATA & REFERENCE <br />IR <br />IRON ROD <br />IP <br />IRON PIPE <br />W/YPC <br />WITH YELLOW PLASTIC CAP <br />MCSR <br />MARION COUNTY SURVEY RECORD <br />MR <br />MARKET ROAD <br />R., P. <br />REEL, PAGE <br />SURVEY/DEED REFERENCES <br />NOTE: ALL REFERENCES ARE <br />FROM MARION COUNTY RECORDS <br />(1) MCSR 2298 <br />(2) MCSR 14762 <br />(3) MCSR 37070 <br />(D1) REEL 4317, PAGE 342 <br />MCSR 39578 <br />• � in <br />N <br />o <br />in <br />N ' <br />RECORD OF SURVEY <br />FOR PROPERTY LINE ADJUSTMENT <br />IN THE SE 1/4 OF SECTION 13, T.6S., R.2W., W.M. <br />MARION COUNTY, OREGON <br />DATE: JANUARY 25, 2022 <br />[S89'40'W 2305.93 C(1)] <br />N89'53'21 "E 2305.99' <br />RAMBLER DRIVE NE (MR <br />N89'53'21 "E 193.51' j <br />[N89 46'W 2.932 CHAINS(D1)] , <br />3" BRASS CAP 3/4" IP (2) <br />DOWN 0.8' IN MON. BOX BEARS S00'1100"E <br />MARKED "25+30.5 MR 50" 1.18' FROM CORNER <br />SHOWN IN (1) <br />PARCEL 2 -� <br />R. 4317, P• 342 <br />0 <br />SINN <br />R.1894, P.152 <br />^ T <br />^ <br />N <br />... N <br />N U <br />zcnff <br />z 4 <br />W)V) <br />z <br />vi <br />Ma <br />2=rD <br />U <br />= <br />`n <br />L6 <br />a' 00 <br />Oo w <br />p N Z <br />Z <br />Z N <br />O <br />.— <br />u z <br />I <br />z <br />u <br />p <br />1_11 <br />Ln <br />Q <br />U <br />r-- <br />00 <br />�o <br />N <br />�n <br />�00 <br />U) u <br />�*,- <br />1/2" IP, BENT (2)-/ @ <br />TIED SPIN HOLE <br />50) <br />N89'53'21 "E 264.04' <br />[S89'48'E 4.00 CHAINS(D1)] <br />N89053'21 "E 414.77' � <br />EXISTING WELL ---�� <br />TRAVELED <br />ROADWAY <br />PARCEP 342 <br />R. 4317, <br />PROPERTY A <br />`�•� 2.68 ACRES <br />N c � <br />�N <br />0)AFTER CONSOLIDATION <br />�� <br />CV / DEED RECORDED IN <br />�`�•^_� REEL 4600, PAGE 123 <br />/ LINES TO BE REMOVED <br />i <br />2' <br />2 S�. 3 �0 <br />X20 03' 6 09 >>kv Cyq /NS <br />� �• � � �3s4 242 40 <br />�',� PARCEL 3 �ch'q/ <br />co _�' R. 4317 p.,342 <br />11) ov <br />S89 -48"W 3.62 CHAINS(D1)] <br />S89'54'21 "W 237.40' <br />S89'54'21 "W 274.49' <br />DM LEGACY, LLC <br />R.3571, P.26 <br />N LY NW CORNER ISAAC HEADRICK <br />-� <br />DONATION LAND CLAIM NO. 44 <br />3" BRASS DISK MARKED "I. HEADRICK l2 <br />DLC NNW COR", IN CONCRETE POST, <br />UP 0.7' (MCSR 4409) ps��,\ <br />V <br />�, <br />C!! <br />J <br />J <br />3" BRASS CAPS'© <br />DOWN 0.8' IN MON. BOX <br />MARKED "306+23.4 MR 51" <br />SHOWN IN MCSR 2304 <br />3�• <br />3( <br />N <br />N <br />ZN <br />VO � <br />fv <br />4'r -•v vcb <br />fcv <br />-V <br />o`0� <br />�p o 4o <br />00 <br />0) <br />MCSR 39578 <br />3" BRASS CAP <br />DOWN 0.8' IN MON. BOX <br />7 MARKED "POT 2+24.57 MR 50" <br />J SHOWN IN (1) <br />/ I � <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEY R <br />OREGON <br />SEPTEMBER 12, 2017 <br />STEVEN LEE HOWELL <br />91569 <br />RENEWS: 6-30-2023 <br />NARRATIVE <br />THE PURPOSE OF THIS SURVEY IS TO ELIMINATE THE PROPERTY <br />LINES BETWEEN PARCELS 1, 2 AND 3 OF REEL 4317, PAGE 342, <br />MARION COUNTY DEED RECORDS, AS APPROVED BY MARION COUNTY <br />PROPERTY LINE ADJUSTMENT CASE NUMBER 21-056. <br />FOR MY BASIS OF BEARINGS I HELD THE OREGON COORDINATE <br />REFERENCE SYSTEM "SALEM ZONE", NAD83(2011), EPOCH 2010.00, <br />ESTABLISHED BY A TRIMBLE R12i GNSS RECEIVER UTILIZING THE <br />OREGON REAL-TIME GNSS NETWORK BETWEEN MONUMENTS 'A' AND <br />'B' AS SHOWN. <br />THE NORTH LINE OF SUBJECT PROPERTY WAS RESOLVED BY <br />HOLDING A 25.00 FOOT OFFSET SOUTH OF THE CENTERLINE OF <br />RAMBLER DRIVE NE PER MARION COUNTY ROAD BOOK 6, PAGE 237. <br />THE CENTERLINE OF RAMBLER DRIVE NE WAS RESOLVED BY HOLDING <br />A LINE THROUGH MONUMENTS 'A' AND 'B' PER (1). <br />THE EAST LINE OF SUBJECT PROPERTY WAS RESOLVED BY HOLDING <br />A 30.00 FOOT OFFSET WEST OF THE CENTERLINE OF HOWELL <br />PRAIRIE ROAD NE PER MARION COUNTY ROAD BOOK 6, PAGE 239. <br />THE CENTERLINE OF HOWELL PRAIRIE ROAD NE WAS RESOLVED BY <br />HOLDING A LINE THROUGH MONUMENTS 'B' AND 'C' PER MCSR 2304. <br />THE SOUTH LINE OF SUBJECT PROPERTY WAS RESOLVED BY <br />HOLDING A 1 MINUTE ANGULAR DIFFERENCE FROM THE CENTERLINE <br />OF SAID RAMBLER DRIVE NE THROUGH MONUMENT 'D' PER (2). <br />THE WEST LINE OF SUBJECT PROPERTY WAS RESOLVED BY HOLDING <br />A LINE THROUGH MONUMENTS 'D' AND 'E' PER (2) <br />
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