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H 9 eft pq WACHTER MEADOWS LOCATED IN THE NE 1/4 OF SECTION 9, T. 6 S., R. 1 W., W.M., CITY OF MT. ANGEL, MARION COUNTY, OREGON JANUARY 28, 2021 CITY OF MT. ANGEL CASE NO. SUB 2018-02 *EST CHURCH ST (CR 632) SHEETINDEX 1) INDEX SHEET, NARRATIVE, PLAT NOTES 2) OVERALL BOUNDARY, SURVEY & DEED REFERENCES, LEGEND, FOUND MONUMENT LIST 3-4) LOT DETAIL, LEGEND, FOUND MONUMENT LIST, 5) CURVE TABLE, DETAILS "A" THROUGH "D", EASEMENT NOTES, LEGEND 6) SURVEYOR'S CERTIFICATE, APPROVALS, DECLARATION, ACKNOWLEDGEMENTS NARRATIVE: The purpose of this survey is to subdivide that property described in that instrument recorded in Reel 1294, Page 524, Marion County Deed Records, into lots and to create the streets and easements as shown hereon. The basis of bearings used was along the west line of the subject property between monuments B and J per MCSR 38586, which also were held to determine said west line. The northerly portion of the east line of the subject property was determined by holding monuments C and E from MCSR 32669. The southerly projection of said northerly portion falls within reasonable distance Westerly from the computed position of the northwest corner of MAY'S ADDITION TO MT. ANGEL, ORE. However, in the survey by Montgomery in 1997 (MCSR 34534), he held record distance Westerly along West Church Street NE from Partition Plat 1995-01 to re-establish the southwest corner of that property, without verifying the true west line as it related to MCSR 32669. Incidentally, this created an angle point in the overall property surveyed by GORMAN in MCSR 32669 at the northwest corner of the property surveyed in MCSR 34534. The last mentioned property was later partitioned in Partition Plat 98-82 and I am holding the west line of said plat for the boundary of this plat. To determine the right of way of West Church Street, I held monuments I and J for the north line of the 20 -foot right of way, which were verified by the ties to monuments K and monument L. To determine the centerline of the Mt. Angel -Gervais Road, I held monument A and a point 6 feet Southerly of monument D. Per the field notes (Book 378, Page 8) the beginning station of the centerline of the road called for a R.R. Iron 6' to the Rt. In MCSR 4409, monument C on page 15, the brass cap for the Section Corner replaced a found R.R. rail. I then held a line 25 feet Southerly to determine the south right of way line. PLAT NOTES: Q - TRACT "A" is an open space owned and maintained by the Home Owners Association, its successors or assigns. 20 - 30' Storm Drain Easement along the backs of Lot 27, Lots 41-53, and Lots 54-56 to be owned and maintained by the Home Owners Association. BARKER SURVEYING 3657 KASHMIR WAY SE SALEM, OREGON 97317 PHONE (503) 588-8800 FAX (503) 363-2469 EMAIL: INFOOBARKERWILSON. COM SHEET 1 OF 6 REGISTERED PROFESSIONAL LAND SURVEYOR 0 R TG 0 N JULY 19, 1994 GREGORY L. WHSON 2687 EXPIRES: 6/30/2022