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INDEXING
<br />INFORMATION
<br />NW NE
<br />SW SE
<br />LEGEND
<br />%hRION
<br />R2Ap
<br />28 27
<br />33 34
<br />SEC COR
<br />-,,COUN1�i
<br />NORTHWEST QUARTER
<br />CORNER SECTION 34
<br />3-1/4" BRASS DISK IN MON BOX
<br />MARKED "MARION COUNTY,
<br />of
<br />S R2� SOUTHEAST CORNER REEL 1525, PAGE 387 NORTH QUARTER Al S R,:,
<br />DLC JOHN BLANTON DLC NO. 61 MARION COUNTY CORNER SECTION 34 27
<br />61 3" BRASS DISK MARKED DEED RECORDS 3" BRASS DISK MARKED
<br />"T8S, R2W; DLC 61; SE COR", "T8S, R4W; 27, 34; 1/4 COR" 34
<br />E COR IN MON BOX DOWN 0.6' IN MON BOX DOWN 0.6' 1/4 CORS
<br />TBS, R2W; 8, 27, 33, 34; SEC COR M Q52(2321.70')(R2) BASIS OF BEARINGS
<br />(204) � ' N � 200 (330.79')(R2) M
<br />S89 5412E 2,321.83 ( ) S89°23'22"E330.67' (201)
<br />NE 114 NW 1/4
<br />SEC
<br />34
<br />TWP
<br />8S
<br />RG
<br />2W
<br />CO.
<br />MARION
<br />QUARTER SECTION LINE
<br />------- EXISTING RIGHT -0F -WAY LINE
<br />EXISTING RIGHT -0F -WAY CENTERLINE
<br />A BRASS DISK (FOUND AS NOTED)
<br />SECTION CORNER (FOUND AS NOTED)
<br />111111111004111111 QUARTER CORNER (FOUND AS NOTED)
<br />CONTROL POINT
<br />COR
<br />CORNER
<br />CO.
<br />COUNTY
<br />C.R.
<br />COUNTY ROAD
<br />DLC
<br />DONATION LAND CLAIM
<br />MCSR
<br />MARION COUNTY SURVEY RECORDS
<br />MON
<br />MONUMENT
<br />M.R.
<br />MARKET ROAD
<br />NO.
<br />NUMBER
<br />OCRS
<br />OREGON COORDINATE REFERENCE SYSTEM
<br />ORS
<br />OREGON REVISED STATUTES
<br />RG
<br />RANGE
<br />SEC
<br />SECTION
<br />TWP
<br />TOWNSHIP
<br />()
<br />RECORD DATA
<br />1 CHAIN
<br />= 60 FEET
<br />BASIS OF BEARINGS
<br />S89023'22"E HELD ON THE CENTERLINE OF MILL CREEK RD SE (M.R. 28)
<br />AS MEASURED BETWEEN THE SOUTHEAST CORNER OF JOHN BLANTON
<br />DONATION LAND CLAIM NO. 61 (200), BEING A 3" BRASS DISK IN
<br />MONUMENT BOX, AND THE NORTH QUARTER CORNER OF SECTION 34
<br />(201) BEING A 3" BRASS DISK IN MONUMENT BOX. COORDINATES ARE
<br />REGISTERED
<br />PROFESSIONAL
<br />AVID SURVEYOR I
<br />0 25 50 100
<br />OREGON
<br />MARCH 12, 2019
<br />GORDON M. WILSON
<br />93485 REFERENCES
<br />RENEWS: 06/30/2022
<br />SURVEY NUMBER
<br />RECEIVED 06/07/2022 BY
<br />MARION COUNTY SURVEYOR
<br />APPROVED FOR FILING ON
<br />06/07/2022.
<br />MCSR 39636
<br />MCSR 15862 (R2)
<br />MCSR 15775 (R3)
<br />COUNTY ROAD RECORDS
<br />17 MILL CREEK RD SE 315.35'(R3) -
<br />15.32' \ 71 °45'0" CALCULATED PER (R1) (M.R. 28) M
<br />1 `
<br />O
<br />N
<br />REEL 677, PAGE 454
<br />REEL 4090, PAGE 31Z
<br />MMARION COUNTY
<br />MARION COUNTY
<br />DEED RECORDS �o ?� ` DEED RECORDS
<br />M
<br />\ N N CN
<br />cq
<br />�
<br />NARRATIVE
<br />THE PURPOSE OF THIS PRE -CONSTRUCTION RECORD OF SURVEY IS TO LOCATE ` \
<br />AND PERPETUATE EXISTING MONUMENTS THAT MAY BE DISTURBED OR
<br />DESTROYED BY PROJECT CONSTRUCTION OF THE BRIDGE ON MILL CREEK RD
<br />OVER MILL CREEK, PURSUANT TO OREGON REVISED STATUTES (ORS) 209.155 AND, ` \
<br />TO RESOLVE THE RIGHT-OF-WAY OF MILLCREEK ROAD SE AND 70TH AVE SE NEAR ` `55°15'0" CALCULATED PER (R1)
<br />THEIR INTERSECTION. MONUMENTS (200) AND (201) MAY FALL WITHIN THE LIMITS OF
<br />CONSTRUCTION, WHICH IS ESTIMATED TO BE 500' AROUND THE EXISTING BRIDGE,
<br />AND MAY BE DISTURBED. ` \
<br />MILL CREEK RD (MARKET ROAD 28) �3 �O�
<br />CENTERLINE WAS HELD PER COUNTY SURVEY MCSR 15862 AT THE NORTHWEST lL�
<br />CORNER OF SECTION 34 (204) BEING A 3-1/4" BRASS DISK IN CONCRETE IN
<br />MONUMENT BOX, SOUTHEAST CORNER OF JOHN BLANTON DONATION LAND CLAIM J
<br />NO. 61 (200) BEING A 3" BRASS DISK IN MONUMENT BOX, AND THE NORTH QUARTER
<br />CORNER OF SECTION 34 (201) BEING A Y BRASS DISK IN MONUMENT BOX. A TOTAL
<br />WIDTH OF 60.00' WAS HELD PER MCSR 32897.
<br />coo
<br />70th AVE SE (COUNTY ROAD 928)
<br />oc\
<br />THE CENTERLINE ALIGNMENT WAS HELD PER MCSR 15775 AT THE RECORD �00�'9is
<br />DISTANCE
<br />CENTERLINE F MARKET ROAD 28 FROM SAID
<br />NORTH QUARTER CORNER OF SECENTERLINE
<br />Q C O 34 THE CEN ERL NE WAS THEN HELD AT J�
<br />THE RECORD ANGLE FROM MARKET ROAD 28, AS WELL AS THE RECORD DISTANCE
<br />OF 297.00'(4.5 CHAINS), AS SHOWN ON MCSR 15775 (R3) AND THE COUNTY VIEWER'S
<br />REPORT AND SURVEY FIELD NOTES DATED SEPTEMBER 9,1880 (R1), PROVIDED BY
<br />MARION COUNTY SURVEYOR'S OFFICE. THE RECORD ANGLE PER (R1) & (R3) WAS
<br />ALSO HELD FOR THE NEXT ANGLE POINT IN COUNTY RD 928 SOUTHERLY FROM SAID \
<br />INTERSECTION WITH MARKET ROAD 28. THE COURSE WAS THEN PROJECTED TO
<br />MEET THE CENTERLINE OF THE COUNTY ROAD LYING ON THE CENTER OF SECTION N90000'00"E 25.00'
<br />LINE (DESCRIBED BELOW). THE DISTANCE FROM SAID ANGLE POINT TO THE
<br />PROJECTION OF THE WESTERLY RIGHT OF WAY LINE OF THE NORTH -SOUTH
<br />SECTION OF COUNTY ROAD 928 WAS FOUND TO FIT THE RECORD DISTANCE OF
<br />297.00' (4.5 CHAINS) PER SAID 1880 SURVEY FIELD NOTES (R1) TO WITHIN 0.26', AS
<br />SHOWN. THE FOLLOWING NORTH -SOUTH SECTION OF THE COUNTY ROAD WAS
<br />HELD AT SAID NORTH QUARTER CORNER OF SECTION 34 AND THE 3" BRASS DISK IN
<br />CONCRETE MARKED "MARION COUNTY; CR 861 / CR 928", 0.9' UNDER THE ASPHALT, ry I
<br />AT THE INTERSECTION WITH COUNTY ROAD 861 (LITTLE ROAD SE), AS FOUND BY 0)
<br />MCSR 18752. THE WIDTH WAS HELD AT 50.00' PER (R1). I N I
<br />* I w I
<br />NOTE: COUNTY SURVEY MCSR 15862 (R2) SHOWS THE SOUTHEAST CORNER OF DLC ( REEL 3768, PAGE 470
<br />NO. 61 BEING ON CENTERLINE OF COUNTY ROAD 928. WHILE THE LOCATION OF THE I �' I MARION COUNTY
<br />DLC CORNER SHOWN ON MCSR 15862 APPEARS CORRECT, IT WAS NOT HELD AS I DEED RECORDS
<br />THE INTERSECTION OF COUNTY RD 928. I I o
<br />c I
<br />COUNTY VIEWER'S REPORT AND SURVEY FIELD NOTES (R1)
<br />DATED SEPTEMBER 9,1880
<br />MARION COUNTY ROAD BOOK 03 PAGE 355
<br />CONTROL
<br />(NAD83(2011) OCRS; SALEM ZONE)
<br />POINT
<br />NORTHING
<br />EASTING
<br />DESCRIPTION
<br />REFERENCE
<br />1
<br />184,304.01
<br />207,580.65
<br />5/8" IR W/ RED PLASTIC CAP STAMPED "DEA CONTROL"
<br />*SET
<br />2
<br />184,348.91
<br />206,680.10
<br />5/8" IR W/ RED PLASTIC CAP STAMPED "DEA CONTROL"
<br />*SET
<br />3
<br />184,017.60
<br />206,968.41
<br />5/8" IR W/ RED PLASTIC CAP STAMPED "DEA CONTROL"
<br />*SET
<br />200
<br />184,331.19
<br />206,860.52
<br />Y BRASS DISK MARKED 78S, R2W; DLC 61; SE COR"
<br />MCSR 4409JO70
<br />201
<br />184,327.67
<br />207,191.17
<br />3" BRASS DISK MARKED 78S, R4W; 27,34; 1/4 COR"
<br />MCSR 4409FO70
<br />MCSR 39636
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<br />DATE: JUNE 1, 2022
<br />DESIGN:
<br />DRAWN: GMW
<br />CHECKED: PMG
<br />SCALE: 1" = 50'
<br />PROJECT NUMBER:
<br />MARN0000-0068
<br />DRAWING FILE:
<br />SV-RS-1-MARN0068
<br />SHEET NO.
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<br />MARKED "MARION COUNTY;
<br />CR 861 / CR928"
<br />0.9' UNDER ASPHALT
<br />MCSR 39636
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<br />DATE: JUNE 1, 2022
<br />DESIGN:
<br />DRAWN: GMW
<br />CHECKED: PMG
<br />SCALE: 1" = 50'
<br />PROJECT NUMBER:
<br />MARN0000-0068
<br />DRAWING FILE:
<br />SV-RS-1-MARN0068
<br />SHEET NO.
<br />OF 1
<br />1
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