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SURVEY REFERENCES: <br />(69.79')(11) <br />(1) <br />RECORD <br />DATA <br />PER <br />MCSR 2395 <br />_0 <br />I <br />(2) <br />RECORD <br />DATA <br />PER <br />MCSR 2397 <br />°' <br />(3) <br />RECORD <br />DATA <br />PER <br />MCSR 2695 <br />GOLF CLUB ROAD SE WAS COMPUTED BY HOLDING MONUMENT (o AND 2 AS SHOWN IN PARTITION PLAT <br />(4) <br />RECORD <br />DATA <br />PER <br />MCDR REEL 2895 PAGE 134 <br />(5) <br />RECORD <br />DATA <br />PER <br />MCSR 23684 <br />FOUND MONUMENT - 5/8" IRON RODZ <br />(6) <br />RECORD <br />DATA <br />PER <br />PARTITION PLAT <br />1995-066 <br />(7) <br />RECORD <br />DATA <br />PER <br />MCSR 34267 <br />FOUND MONUMENT NUMBER, SEE FOUND MONUMENTS TABLE <br />(8) <br />RECORD <br />DATA <br />PER <br />PARTITION PLAT <br />1998-031 <br />(9) <br />RECORD <br />DATA <br />PER <br />MCSR 36708 <br />DENOTES CONTROL POINT <br />(10) <br />RECORD <br />DATA <br />PER <br />PARTITION PLAT <br />2008-001 <br />(11) <br />RECORD <br />DATA <br />PER <br />PARTITION PLAT <br />2013-005 <br />(12) <br />RECORD <br />DATA <br />PER <br />PARTITION PLAT <br />2019-060 <br />(13) <br />RECORD <br />DATA <br />PER <br />PARTITION PLAT <br />2021-067 <br />w <br />PARCEL 2 <br />W-) <br />PARCEL <br />3 N N89 -27'38"E 2659.34' (2659.3l')(13)_L0 <br />12 `n 1 0 SHAFF ROAD SE (MR 86) 1 1 <br />-_• <br />55' 140' <br />PARCEL 1 <br />LEGEND: <br />(69.79')(11) <br />OREGON COORDINATE REFERENCE SYSTEM <br />i <br />0 <br />FOUND MONUMENT -ALUMINUM CAP <br />_0 <br />I <br />NORTH AMERICAN DATUM OF 1983/2011 (EPOCH 2010.0000) <br />FOUND MONUMENT -BRASS CAP <br />°' <br />NARRATIVE: <br />UNITS IN INTERNATIONAL FEET <br />coo <br />FOUND MONUMENT -IRON PIPE <br />GOLF CLUB ROAD SE WAS COMPUTED BY HOLDING MONUMENT (o AND 2 AS SHOWN IN PARTITION PLAT <br />D3i�q <br />c*4 <br />Lo <br />• <br />FOUND MONUMENT - PK NAIL W/ WASHER <br />SE PER THE PLAT OF <br />PARCEL 2 <br />oI <br />q <br />OF THE EASTERLY RIGHT-OF-WAY LINE OF GOLF CLUB ROAD SE PER PARTITION PLATS 1998-031 AND <br />FOUND MONUMENT - 5/8" IRON RODZ <br />a <br />2008-001. <br />� <br />co <br />SHAFF ROAD SE (WESTERLY <br />PORTION): <br />,��0� <br />—�'� J <br />PARCEL 2 <br />THE CENTERLINE OF <br />SHAFF ROAD SE WAS COMPUTED BY HOLDING MONUMENT 2� AND 2Q AS SHOWN IN PARTITION PLAT <br />FOUND MONUMENT NUMBER, SEE FOUND MONUMENTS TABLE <br />o <br />2021-067. HELD A <br />w <br />CONTROL POINT, SEE CONTROL POINTS TABLE <br />2021-067. HELD A DISTANCE OF 40 FEET TO COMPUTE THE EASTERLY PORTION OF THE SOUTHERLY <br />00 <br />rn <br />o <br />CP <br />DENOTES CONTROL POINT <br />_� <br />o <br />FD <br />DENOTES FOUND <br />o I <br />4• <br />W/ <br />DENOTES WITH <br />u <br />ul <br />YPC <br />DENOTES YELLOW PLASTIC CAP <br />W <br />o <br />RPC <br />DENOTES RED PLASTIC CAP <br />V) <br />o <br />o <br />OPC <br />DENOTES ORANGE PLASTIC CAP <br />O <br />cn <br />AC <br />DENOTES ALUMINUM CAP <br />Q <br />0 <br />BC <br />DENOTES BRASS CAP/DISK <br />PARCEL 3 <br />MON BOX <br />DENOTES MONUMENT BOX <br />O <br />IR <br />DENOTES IRON ROD <br />IP <br />DENOTES IRON PIPE <br />_J <br />MKD <br />DENOTES MARKED <br />3 <br />MCSR <br />DENOTES MARION COUNTY SURVEY RECORDS <br />55' <br />40' <br />MCDR <br />DENOTES MARION COUNTY DEED RECORDS <br />(##.##')(#) <br />DENOTES RECORD DATA AND SURVEY REFERENCE <br />RECEIVED 07/07/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />10/08/2021. <br />MCSR 39454 <br />MCSR 39454 <br />PRE -CONSTRUCTION <br />RECORD OF SURVEY <br />FOR THE CITY STAYTON <br />LOCATED IN THE SOUTH HALF OF SECTION 4 AND THE NORTH <br />HALF OF SECTION 9, TOWNSHIP 9 SOUTH, RANGE 1 WEST, W.M. <br />CITY OF STAYTON, MARION COUNTY, OREGON <br />APRIL 27, 2021 <br />100' 0 50' 100' 200' <br />SCALE: 1"= 100' <br />PARCEL 1 i _ x Z <br />a. J D W <br />D �D <br />cy J Z <br />0W <br />LOT 1 <br />QQ <br />® D <br />0® o <br />pr 2 <br />N89'34'04"E 2648.49'* (2648.53')(13) <br />0 SHAFF ROAD SE 0 <br />/e\ <br />PURPOSE: <br />THE PURPOSE OF THIS SURVEY, PERFORMED AT THE <br />REQUEST OF THE CITY OF STAYTON, IS TO LOCATE <br />EXISTING MONUMENTATION THAT MAY BE DISTURBED DURING <br />ROAD RECONSTRUCTION PURSUANT TO O.R.S 209.150 AND <br />209.155 AND TO LOCATE THE CENTERLINE AND <br />RIGHT-OF-WAY LINES NEAR THE INTERSECTION OF SHAFF <br />ROAD SE, GOLF CLUB ROAD SE AND WILCO ROAD SE. <br />PROCEDURE/EQUIPMENT: <br />FIELDWORK PERFORMED JANUARY 2021. REAL-TIME <br />KINEMATIC (RTK) OBSERVATIONS (COLLECTED USING TRIMBLE <br />R10 & R8 GNSS RECEIVERS) AND TRAVERSE DATA (COLLECTED <br />USING A TRIMBLE S7 TOTAL STATION) WERE ADJUSTED <br />USING THE LEAST SQUARES METHOD IN TRIMBLE BUSINESS <br />CENTER (TBC); THE RESULTING RELATIVE ACCURACY IS IN <br />CONFORMANCE WITH THE PRINCIPLES STATED IN O.R.S. <br />92.050. DATA WAS REDUCED TO GROUND MEASUREMENTS. <br />HORIZONTAL DATUM (BASIS OF BEARINGS): <br />THIS SURVEY UTILIZES A LOW DISTORTION PROJECTION (LDP) <br />WHICH IS RELATIVE TO THE OREGON COORDINATE REFERENCE <br />SYSTEM (ORCS) OF 1983 (2011), WITH RESPECT TO THE LOCAL <br />LATITUDE AND GROUND ELEVATION. THE LDP COORDINATES <br />DEFINE TRUE GROUND DISTANCES. <br />�-S00'02'54"E 69.80' <br />(69.79')(11) <br />OREGON COORDINATE REFERENCE SYSTEM <br />SALEM ZONE <br />NORTH AMERICAN DATUM OF 1983/2011 (EPOCH 2010.0000) <br />PARCEL 1 <br />NARRATIVE: <br />UNITS IN INTERNATIONAL FEET <br />GOLF CLUB ROAD SE: <br />THE CENTERLINE OF <br />GOLF CLUB ROAD SE WAS COMPUTED BY HOLDING MONUMENT (o AND 2 AS SHOWN IN PARTITION PLAT <br />D3i�q <br />� J <br />2021-067. HELD A DISTANCE OF 30 FEET TO COMPUTE THE WESTERLY &EASTERLY RIGHT-OF-WAY LINE OF GOLF CLUB ROAD <br />SE PER THE PLAT OF <br />LANDON SUBDIVISION &PARTITION PLAT 2021-067. HELD A DISTANCE OF 40 FEET TO COMPUTE THE <br />FX <br />SOUTHERLY PORTION <br />OF THE EASTERLY RIGHT-OF-WAY LINE OF GOLF CLUB ROAD SE PER PARTITION PLATS 1998-031 AND <br />2008-001. <br />� I <br />SHAFF ROAD SE (WESTERLY <br />PORTION): <br />,��0� <br />—�'� J <br />PARCEL 2 <br />THE CENTERLINE OF <br />SHAFF ROAD SE WAS COMPUTED BY HOLDING MONUMENT 2� AND 2Q AS SHOWN IN PARTITION PLAT <br />QQ' <br />2021-067. HELD A <br />DISTANCE OF 25 FEET TO COMPUTE THE NORTHERLY &SOUTHERLY RIGHT-OF-WAY LINE OF SHAFF ROAD SE <br />PER PARTITION PLAT <br />2021-067. HELD A DISTANCE OF 40 FEET TO COMPUTE THE EASTERLY PORTION OF THE SOUTHERLY <br />RIGHT-OF-WAY LINE <br />OF SHAFF ROAD SE PER PARTITION PLAT 2019-060. <br />DEED REEL 2474, <br />PAGE 465 MCDR <br />2001917_ROS-PRE CON.dwg <br />SHAFF ROAD SE (EASTERLY PORTION <br />THE CENTERLINE OF SHAFF ROAD SE WAS COMPUTED BY HOLDING MONUMENT ( AND2® AS SHOWN IN PARTITION PLAT <br />2021-067. HELD A DISTANCE OF 40 FEET TO COMPUTE THE SOUTHERLY RIGHT-OF-WAY LINE OF SHAFF ROAD SE PER PARTITION <br />PLAT 2013-005. HELD A DISTANCE OF 40, 42 AND 50 FEET TO COMPUTE THE NORTHERLY & SOUTHERLY RIGHT-OF-WAY LINE OF <br />SHAFF ROAD SE PER PARTITION PLATS 2013-005, 2008-001, 1998-031 AND THE PLAT OF PHASE ONE OF "QUAIL RUN <br />MEADOWS". <br />WILCO ROAD SE <br />THE BEfWEENTERLY MONUM NTS Op�WAY�LINE <br />0 SAND ILQQ 0 ROAD HELD AE WAS DISTANCE COMPUTED <br />OF 40 FEETH�ODING T E WEST MONUMENT 0 COM�PUTENDA BEST FIT THE CENTERLINEOFNE WILCO ROAD SE PER PARTITION PLAT 2013-005. HELD A DISTANCE OF 55 FEET TO COMPUTE THE WESTERLY RIGHT-OF-WAY LINE <br />OF WILCO ROAD SE PER PARTITION PLAT 2019-060. <br />S&F LAND SERVICES MAKES <br />NO WARRANTIES AS TO <br />MATTERS OF UNWRITTEN TITLE <br />SUCH AS ACQUIESCENCE, <br />SHEET 1 OF 2 ESTOPPEL, ADVERSE <br />POSSESSION, ETC. <br />