SCALE: 1" = 40'
<br />SURVEY REFERENCES:
<br />[1 ]
<br />MCSR 1652
<br />[2]
<br />MCSR 15034
<br />[3]
<br />MCSR 29088
<br />[4]
<br />MCSR 32903
<br />[5]
<br />PARTITION PLAT 95-31
<br />[6]
<br />MCSR 38323
<br />DEED REFERENCES:
<br />R1 REEL 271, PAGE 360, MCDR
<br />R2 REEL 4159, PAGE 291, MCDR
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<br />RECORD OF SURVEY
<br />FOR: CITY OF AUMSVILLE
<br />LOCATED IN THE S.W. 1/4 OF SECTION 30, T. 8 $., R. 1 W., W.M.
<br />CITY OF A►UMSVILLE, MARION COUNTY, OREGON
<br />MARCH 21, 2022
<br />PROPERTY LINE ADJUSTMENT CASE NO: PLA 2022-02
<br />REEL 3622, PAGE 244,
<br />MCDR
<br />(S88'35'19"E 171.49')[6]
<br />S88'59'27"E 171.54' (S88'34'35"E 170.99')[4] �
<br />o�\
<br />ADJUSTED PROPERTY "A"
<br />EXHIBIT "D"
<br />to0000
<br />� REEL 4607, PAGE 465,
<br />N MCDR
<br />25,593 SQUARE FEET
<br />3 �
<br />o R.rY "A
<br />PROPS 5, g1,
<br />z
<br />OR,
<br />PARE PACE 2
<br />p 4159 cpR FEE1
<br />REED MCI)C-i 810
<br />N860
<br />17'20"E 30.00'
<br />N69.49. �190 4S4 14
<br />S69:29 �50
<br />40
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<br />The purpose of this survey is to show a property line adjustment between that property described as Parcel 5 in Reel
<br />4159, Page 291, Marion County Deed Records (Property "A"), and that property described in Reel 271, Page 360, Marion
<br />County Deed Records (Property "B"), as approved by City of Aumsville Property Line Adjustment Case No. PLA 2022-02. The
<br />Basis of Bearings used for this survey is between monuments A and G, the line being held as Nort
<br />NARRATIVE:
<br />MCSR 39604
<br />SHEET 1 OF 1
<br />h 06°54'07" West per OCRS
<br />Salem. Bearings are based on OCRS (Oregon Coordinate Reference System) Salem Zone -NAD 83(2011) EPOCH 2010.00,
<br />using the ORGN (Oregon Real Time GNSS Network). The boundaries of the properties were determined as follows:
<br />Property "A" - To determine the west fine (also being the east line of Klein Street), I held monuments A and G per MCSR
<br />15034. To determine the east line, I held monument F and the calculated position of the angle point in the west line of Parcel 1,
<br />Partition Plat 95-31, using the fallings (distance only) from the found monuments I and J as shown on MCSR 38323. To
<br />determine the north line, I held monument B and record distance Northerly along the east line fr
<br />om monument D per MCSR
<br />38323. To determine the south line, I held monuments F and A per MCSR 38323.
<br />Property "B" - To determine the west, nort
<br />h and east lines, I held monuments F, D, H and E per MCSR 29088. To determine
<br />the south line, I held monuments E and F per MCSR 1652.
<br />PARCEL 1,
<br />PAR11 Tl'ON PLAT
<br />95-31
<br />(S86'47'34"W 175.89151
<br />N86'17•20"E 175.69' (N85'5
<br />3'E 175.91 )[3]
<br />205.69'
<br />3 0 �I rn
<br />MN ~ NSI
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<br />0; Ln 00 1
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<br />MAR/ON COUNTY, E 190 , 3 Z�
<br />REEL 3781, PAGE 252, 18�
<br />MCDR �67
<br />EXHIBIT "E" v
<br />REEL 4607, PAGE 465,
<br />MCDR
<br />2,277 SQUARE FEET
<br />€ I =Record and measured data per survey noted
<br />[#] =Survey Reference Number AO 3/4" iron pipe, set in MCSR 15034. Held.
<br />MCSR =Marion County Survey Records © 5/8" iron rod with yellow plastic cap (illegible), down 0.3', set in MCSR 32903. Held.
<br />MCDR =Marion County Deed Records
<br />CALL =Calculated Survey Value Q 5/8" iron rod with yellow plastic cap (illegible), bent, set in MCSR 32903. Bears S85°49'14"W 0.7' from calculated comer.
<br />CH =Chains OD 5/8" iron rod, down 0.3', set in MCSR 29088. Held.
<br />Q 314" bolt with 1 "x1" square head, down 2.2', set in MCSR 1652. Held.
<br />Q 7/8" iron pin, bent, tied where vert
<br />LEGEND:
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise.
<br />O = Set 5/8" x 30" iron rod with yellow plastic cap stamped 'WLSON PLS 2687"
<br />• = Found monument (see found monument list)
<br />C ) = Data of record per survey noted FOUND MONUMENT LIST:
<br />B"
<br />EXHIBIT "D"
<br />REEL 4607, PAGE 465,
<br />MCDR
<br />23,251 SQUARE FEET
<br />�6
<br />PERT 360,
<br />NAI.
<br />PROP
<br />R PACE T
<br />ORIGINAL
<br />27 M�pR E FEE
<br />N69. , RE 5QUAR
<br />?925�� 20,914
<br />18816,
<br />(N6S•S
<br />w ? 8S
<br />cti,18
<br />8.10.
<br />MAR/ON COUNTY, )�1 J
<br />REEL 3781, PAGE 252,
<br />MCDR
<br />N
<br />0
<br />ical, down 1.0', set in MCSR 1652. Held.
<br />© 3/4" iron pipe, down 0.3', set in MCSR 15034. Held.
<br />Q 5/8" iron rod, down 0.4', set in MCSR 29088. Held.
<br />Q 3/4" iron pipe, down 0.3', set in MCSR 15034. Bears N84°331'17"W 2.90' from calculated position.
<br />ADJUSTED PROPERTY "
<br />MAR/ON COUNTY,
<br />REEL 3781, PAGE 252,
<br />MCDR
<br />0 5/8" iron rod with yellow plastic cap stamped "LS 815", set in MCSR 32903. Bears N50°39'46"W 1.59' fr
<br />om calculated position.
<br />BARKER
<br />SURVEYING
<br />3657 KASHMIR WAY SE
<br />SALEM, OREGON 97317
<br />PHONE (503 588-8800
<br />588-8800
<br />FAX (503) 363-2469
<br />EMAIL:
<br />MCSR 39604
<br />INFOOBARKERNALSON.COM
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR 9 -*E
<br />0 G 0 N
<br />JULY 19, 1994
<br />GREGORY L. 1�ILSON
<br />2687
<br />EXPIRES: 6/30/2022
<br />Z
<br />ORIGINAL LINE
<br />r
<br />0
<br />MAR/ON COUNTY, E 190 , 3 Z�
<br />REEL 3781, PAGE 252, 18�
<br />MCDR �67
<br />EXHIBIT "E" v
<br />REEL 4607, PAGE 465,
<br />MCDR
<br />2,277 SQUARE FEET
<br />€ I =Record and measured data per survey noted
<br />[#] =Survey Reference Number AO 3/4" iron pipe, set in MCSR 15034. Held.
<br />MCSR =Marion County Survey Records © 5/8" iron rod with yellow plastic cap (illegible), down 0.3', set in MCSR 32903. Held.
<br />MCDR =Marion County Deed Records
<br />CALL =Calculated Survey Value Q 5/8" iron rod with yellow plastic cap (illegible), bent, set in MCSR 32903. Bears S85°49'14"W 0.7' from calculated comer.
<br />CH =Chains OD 5/8" iron rod, down 0.3', set in MCSR 29088. Held.
<br />Q 314" bolt with 1 "x1" square head, down 2.2', set in MCSR 1652. Held.
<br />Q 7/8" iron pin, bent, tied where vert
<br />LEGEND:
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise.
<br />O = Set 5/8" x 30" iron rod with yellow plastic cap stamped 'WLSON PLS 2687"
<br />• = Found monument (see found monument list)
<br />C ) = Data of record per survey noted FOUND MONUMENT LIST:
<br />B"
<br />EXHIBIT "D"
<br />REEL 4607, PAGE 465,
<br />MCDR
<br />23,251 SQUARE FEET
<br />�6
<br />PERT 360,
<br />NAI.
<br />PROP
<br />R PACE T
<br />ORIGINAL
<br />27 M�pR E FEE
<br />N69. , RE 5QUAR
<br />?925�� 20,914
<br />18816,
<br />(N6S•S
<br />w ? 8S
<br />cti,18
<br />8.10.
<br />MAR/ON COUNTY, )�1 J
<br />REEL 3781, PAGE 252,
<br />MCDR
<br />N
<br />0
<br />ical, down 1.0', set in MCSR 1652. Held.
<br />© 3/4" iron pipe, down 0.3', set in MCSR 15034. Held.
<br />Q 5/8" iron rod, down 0.4', set in MCSR 29088. Held.
<br />Q 3/4" iron pipe, down 0.3', set in MCSR 15034. Bears N84°331'17"W 2.90' from calculated position.
<br />ADJUSTED PROPERTY "
<br />MAR/ON COUNTY,
<br />REEL 3781, PAGE 252,
<br />MCDR
<br />0 5/8" iron rod with yellow plastic cap stamped "LS 815", set in MCSR 32903. Bears N50°39'46"W 1.59' fr
<br />om calculated position.
<br />BARKER
<br />SURVEYING
<br />3657 KASHMIR WAY SE
<br />SALEM, OREGON 97317
<br />PHONE (503 588-8800
<br />588-8800
<br />FAX (503) 363-2469
<br />EMAIL:
<br />MCSR 39604
<br />INFOOBARKERNALSON.COM
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR 9 -*E
<br />0 G 0 N
<br />JULY 19, 1994
<br />GREGORY L. 1�ILSON
<br />2687
<br />EXPIRES: 6/30/2022
<br />
|