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LEGEND <br />O <br />0 <br />m <br />c> <br />ALU <br />MCDR <br />MCSR <br />OPC <br />P <br />PP <br />R <br />YPC <br />FOUND MONUMENT AS NOTED IN TABLE <br />FOUND MONUMENT AS NOTED IN TABLE, DESTROYED, <br />SET 5/8" REBAR WITH YELLOW PLASTIC CAP, STAMPED <br />"K&E EXC INC LS 2596", MONUMENTS SET 05/19/2021 <br />FOUND MONUMENT AS NOTED IN TABLE, DESTROYED, <br />SET 1 5/32" BERNTSEN COPPER MARKER, STAMPED <br />"K&E EXC LS 2596", MONUMENTS SET 05/19/2021 <br />CALCULATED RECORD INFORMATION AS PER MCSR <br />ALUMINUM <br />MARION COUNTY DEED RECORD <br />MARION COUNTY SURVEY RECORD <br />ORANGE PLASTIC CAP <br />PAGE <br />PARTITION PLAT <br />REEL <br />YELLOW PLASTIC CAP <br />MCDR <br />R 3934 <br />P 235 <br />R STREET <br />MC CWI�ARIABLE <br />SURVEY MONUMENTS SURVEYED PRIOR TO <br />EXCAVATING INCORPORATED CONSTRUCTION <br />MCSR 39439 <br />RECORD OF SURVEY - RESTORATION OF PROPERTY CORNERS <br />MCCLAINE STREET IMPROVEMENT PROJECT <br />LOCATED <br />FOR THE CITY OF SILVERTON <br />SEI /4 & NE 1/4 OF SECTION 34, <br />OF SILVERTON, MARION COUNTY, <br />I <br />0 100 200 300 <br />POINT NORTHING EASTING DESCRIPTION MONUMENT MARION COUNTY SURVEY RECORD 13 \- VK <br />�J <br />,`1 <br />DEPTH �,0�►�°� �V`'�F�� <br />1 9356.86 109445.55 BENT 3/4" INSIDE DIAMETER IRON PIPE -0.6 ORIGIN UNKNOWN MCSR 19777 ���o14 <br />2 9369.85 109544.25 1/2" INSIDE DIAMETER IRON PIPE -0.5 MCSR 24714 Q Gp�dD 24 to <br />109847.56 5/8" REBAR YPC "AZIMUTH SURVEYING" 0.0 MCSR 35910 ���Q <br />3 9530.09 Q MCDR 15 O � <br />4 9484.71 110057.39 1/2" INSIDE DIAMETER IRON PIPE -0.1 MCSR 10214 R 2458 <br />5 9484.38 110058.69 5/8" REBAR YPC "PORTLAND GEN ELEC" 0.0 ORIGIN UNKNOWN P 459 23 <br />6 9508.10 110120.15 1/2" INSIDE DIAMETER IRON PIPE 0.0 ORIGIN UNKNOWN MCSR 19820 MCDR <br />7 9515.03 110137.98 1/2" INSIDE DIAMETER IRON PIPE -0.3 MCSR 19820 NARRATIVE RMCDR <br />16 P 4058 <br />8 9537.67 110184.31 3/4" IRON ROD -1.0 ORIGIN UNKNOWN MCSR PP 99-087 THE PURPOSE OF THIS SURVEY IS TO RESET PROPERTY CORNERS THAT WERE DESTROYED P 426 22 <br />BY THE CONSTRUCTION OF THE "MCCLAINE STREET IMPROVEMENT PROJECT" FOR THE <br />9 9513.18 110306.97 5/8" REBAR 2" ALU CAP "BARKER LS 636" 0.0 MCSR PP 99-087 CITY OF SILVERTON, LOCATED IN SILVERTON OREGON. MCDR 21 MCDR <br />10 9386.11 110656.87 5/8" REBAR 2" ALU CAP "BARKER LS 636" 0.0 MCSR PP 99-087 A PRELIMINARY PROPERTY PIN RECOVERY SURVEY WAS NOT RECORDED WITH THE MARION R 4127 R 3209 <br />COUNTY SURVEYOR'S OFFICE, BY EITHER THE CITY OF SILVERTON, NOR THE ENGINEERING P 223 P 347 <br />11 9357.13 110684.46 3/4" IRON ROD 0.0 ORIGIN UNKNOWN MCSR PP 99-087 FIRM THAT DESIGNED THE PROJECT. THE PROJECT DOCUMENTS DO HAVE A SECTION IN <br />12 9232.45 110803.70 1/2" INSIDE DIAMETER IRON PIPE -0.2 MCSR 7975 THE PLANS SHOWING CONTROL ESTABLISHED AND MONUMENTS FOUND. THE DOCUMENTS MCDR <br />ARE NOT STAMPED BY AN OREGON PROFESSIONAL LAND SURVEYOR. THE PLANS SHOW R 4141 0 <br />13 9125.17 110906.29 5/8" REBAR OPC "J BEST PLS 85112" 0.0 MCSR PP 2019-007 CONTROL POINTS AND MONUMENTS IN A COORDINATE SYSTEM, BUT DO NOT DEFINE THE P 53 6 20 (7 �GO`L <br />14 9077.51 110951.92 5/8" REBAR OPC "J BEST PLS 85112" 0.0 MCSR PP 2019-007 COORDINATE SYSTEM. �� �4,��,°� <br />K&E EXCAVATING INCORPORATED BEGAN THE PROJECT AFTER PUBLIC AND PRIVATE Q <br />15 9052.52 110969.35 1/2 REBAR 0.0 MCSR 11040 UTILITY COMPANIES HAD OR WERE IN THE PROCESS OF RELOCATING UTILITIES. THE �'�� RM3539 <br />INITIAL SURVEY BY K&E EXCAVATING ESTABLISHED CONTROL IN THE COORDINATE SYSTEM'A �p <br />16 8941.18 111054.82 3/4" INSIDE DIAMETER IRON PIPE -0.1 ORIGIN UNKNOWN MCSR 30213 SUPPLIED BY THE OWNER PLAN DOCUMENTS. THE GROUND SCALE FACTOR OF 1.00000 P 149 ods/� ,o <br />17 8804.54 111156.13 SPIKE IN SIDEWALK 0.0 ORIGIN UNKNOWN MCSR 33702 WAS VERIFIED. THE SECOND PORTION OF THE SURVEY WAS TO SURVEY PROPERTY �C' MCDR <br />CORNER MONUMENTS IN RELATIONSHIP TO K&E EXCAVATING INCORPORATED MEASURED R 3879 <br />18 8718.16 111350.62 5/8" REBAR YPC ILLEGIBLE 0.0 MCSR 33702 CONTROL POINTS. EACH PROPERTY CORNER ALONG MCCLAINE STREET WAS VISITED IN P 33 MCDR <br />19 8627.95 111229.67 1/2" REBAR -0.3 MCSR 22193 SEARCH OF THE MONUMENT. DUE TO THE RELOCATION OF UTILITIES, MONUMENTS R 3887 <br />20 8825.50 111079.71 5/8" REBAR 0.0 ORIGIN UNKNOWN SHOWN IN THE PLAN DOCUMENTS WERE DESTROYED, PRIOR TO K&E EXCAVATING P 466 <br />INCORPORATED BEGINNING WORK ON THE PROJECT. 19 <br />21 8906.44 111017.42 1/2" INSIDE DIAMETER IRON PIPE 0.0 MCSR 17384 MONUMENTS DESTROYED, BY K&E EXCAVATING INCORPORATED, WERE RESET IN THE <br />22 8962.25 110975.21 5/8" REBAR 0.0 MCSR 35353 INITIAL SURVEYED POSITION. K&E EXCAVATING INCORPORATED NEITHER AUTHENTICATES <br />NOR REFUTES THE MARION COUNTY RECORDED SURVEYS ASSOCIATED WITH THE <br />23 9025.12 110927.40 5/8" REBAR YPC "AZIMUTH SURVEYING" 0.0 MCSR 35353 MONUMENTS SURVEYED. <br />24 9103.72 110858.92 1/2" INSIDE DIAMETER IRON PIPE 0.0 MCSR 17269 THE PLAT INFORMATION AND COORDINATES SHOWN, WERE ROTATED TO THE MARION <br />COUNTY SURVEY RECORD PARTITION PLAT 99-087. THE COORDINATE ORIGIN IS C'O <br />25 9353.38 109876.89 1/2" INSIDE DIAMETER IRON PIPE 0.0 MCSR 26811 ARBITRARY AND NON REFERENCEABLE.0 <br />26 9341.42 109786.08 BENT 3/4" IRON ROD 0.7 ORIGIN UNKNOWN REGIST ED so s <br />27 9331.61 109711.77 1/2" INSIDE DIAMETER IRON PIPE -0.4 MCSR 26811 PROF L <br />28 9314.27 109547.22 BENT 5/8" REBAR 0.4 MCSR 36492 LANQ� <br />29 9296.57 109501.42 5/8" REBAR YPC "ANDREWS RLS 1626" -0.1 MCSR 36490 ` <br />0 -"*R EGON <br />JANUARY 19, 1993 <br />JAMES E. SWENSON <br />2596 <br />EXPIRES JUNE 30, 2024 <br />MCSR 39439 <br />lVgp,4- <br />