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MCSR 39679
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise.
<br />0 = Set 5/8" x 30" iron rod with yellow plastic cap stamped "WILSON PLS 2687"
<br />= Set 1" Berntsen copper cap stamped "WILSON PLS 2687" in concrete sidewalk
<br />= Found monument (see found monument list)
<br />= Data of record
<br />= Record equals measured survey or deed data
<br />= Survey reference number
<br />MCSR = Marion County Survey Records
<br />MCDR = Marion County Deed Records
<br />CALC = Calculated Survey Value
<br />= Centerline
<br />R/W = Right of Way
<br />SURVEY REFERENCES:
<br />[1] MCSR 17989
<br />[2] MCSR 19261
<br />[3] MCSR 33451
<br />[4] MCSR 7547
<br />[5] MCSR 17384
<br />[6] MCSR 13941
<br />[7] MCSR 32883
<br />[8] MCSR 11041
<br />[9] MCSR 33702
<br />F1 01 PARTITION PLAT 2001-70
<br />R1 REEL 4136, PAGE 207, MCDR
<br />R2 VOLUME 104, PAGE 180, MCDR
<br />�k3 REEL 4128 , PAGEMCDR
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />MIMPAN
<br />0 R E G 0 N
<br />JULY 19, 1994
<br />GREGORY L. WILSON
<br />2687
<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: GREG@BARKERWILSON.COM
<br />r
<br />OAECORD OF SURVEY
<br />FOR: STEVE KAY
<br />LOCATED IN THE S.E. 1/4 OF SECTION 34, T. 6 S., R. 1 W., W.M.
<br />TY,
<br />CITY OF SILVERTON, MARION COUNI OREGON
<br />JULY 22, 2022
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<br />a ; FOUND MONUMENT LIST-
<br />C)
<br />112" iron pipe, down 0.8% set in MCSR 17989. Held for most Westerly corner
<br />Volume 104, Page 180 and southeasterly R1W.
<br />11z,
<br />1/211 iron pipe, down 0-8' , set in MCSR 19261. Held for most Southerly corner
<br />subject property.
<br />3/41f carriage bolt in sidewalk, origin unknown, shown in MCSR 17384. Held.
<br />REEL 1321, PAGE 724, 112 11 square head bolt, origin unknown, shown in MCSR 17384. Held.
<br />MAR/ON COUNTY
<br />DEED RECORD 5/8 iron rod with yellow plastic cap stamped "LS 909 , set in MCSR 32883.
<br />Held for southeasterly RJW.
<br />1/2" iron pipe, set, in MCSR 13941.
<br />1-318" by 3/8" iron bar, down 0.5' (bent, tied where vertical), set in MCSR 7547.
<br />(76-52")[21
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<br />REEL 1692, ION COUN
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<br />Found at angle point R-PVV.
<br />@ 5/8" iron rod with yellow plastic cap stamped "LS 909", down 0.5', set in
<br />MCSR 334.51. Found 0. 10' Northeasterly of R,1W.
<br />112;1 square bolt, origin unknown, shown in CS 35622. Held.
<br />(D
<br />5/811 iron rod with yellow plastic cap (illegible), set in MCSR 33702. Held as most
<br />Easterly corner Parcel 2, Partition Plat 2001-70.
<br />183.31 1
<br />EASTERLY CORNER
<br />PAR\r_','E'I_ 2, PARTITION
<br />PLAT 2001-70 10"
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<br />SHEET 1 OF I
<br />The purpose of this survey is to locate and mark with proper monuments the boundaries of those
<br />properties described as Parcels I and 11 in Reel 4136, Page 207, Marion County Deed Records. The
<br />Basis of Bearings used for this survey is between monuments D and C, the 'tine being held as South
<br />52'50'33" West per OCRS Salem. Bearings are based on OCRS (Oregon Coordinate Reference
<br />System) Salem Zone - NAD 83(2011) EPOCH 2010.00, using the ORGN (Oregon Real.Time GNSS
<br />Network). The boundary of the subject property was determined as follows:
<br />Southwesterly Line - I held monuments A and C as defined in MCSR 17989.
<br />ort easterly Line (southwesterly right of way of Welch Street) - I held the bolts C and D per MCSR
<br />17384 and record distance Northeasterly from monument C per MCSR 'Al 926*11 along the northwesterly
<br />right of way of West Main Street to define the intersection with Welch Street and held monuments E
<br />and A per MCSR 32883 and record distance Northeasterly from monument A per MCSR 19261 along
<br />the southeaster
<br />ly right ofwayof Cherry Street to define the intersection with Welch Street. This
<br />determined alignment of Welch Street agrees with the position of the iron bar G and record survey
<br />distance Southwesterly from monument D per MCSR 11041.
<br />Northwesterly Line - I held record deed distance Southeasterly from the southeasterly right of way of
<br />Cherry Street per Reel 4128, Page 187,
<br />L 1 Marion County Deed Records.
<br />Common Line Between "Parcel I" and "Parcel If" - I held record deed distance Southeasterly from the
<br />determined northwesterly line per the aforementioned Reel 4136, Page 207. The location of this line
<br />matches the record deed distance Southeasterly from
<br />Cherry Street as shown to describe the
<br />southeasterly line of the Welch Tract In Volume 104, Page 180, Marion County Deed Records.
<br />Southeasterly Line - I held record deed distance Southeasterly along Welch Street from the determined
<br />most Easterly corner of "Parcel 11" to determine the most Easterly corner of the subject property. To
<br />determine the most Southerly corner of the subject property, I held found monument B, as it fits record
<br />distance well from monument C as shown in MCSR 19261.
<br />MCSR 39679
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