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MCSR 39698 <br />S89053'22"E 345.24' - <br />A (S8703925"E) (345.24) MCSR 38486 <br />BASIS OF BEARING <br />S89058'08"E 1069.40' <br />1820.16' TO DLC SW COR. 42 <br />(1819.62') MCSR 13486 <br />30' <br />15' <br />25 <br />20' <br />22.5' <br />W <br />z <br />w <br />J lD <br />Ln <br />—- <br />B <br />RECORD OF SURVEY <br />FOR I & E CONSTRUCTION <br />MONUMENT REPLACEMENT <br />IN THE NW 1/4 SEC. 291 & NE 1/4 SEC. 30, T. 7 S., R. 2 W., W.M. <br />CITY OF SALEM, MARION COUNTY, OREGON <br />LLJ <br />Ld <br />Lij 0 <br />> Lo <br />w <br />z <br />2 <br />F- <br />Ln <br />AUBURN ROAD NE (VARIES) <br />Point Table <br />Point # <br />Description <br />Northing <br />Easting <br />Ref. Survey <br />5 <br />PK NAIL <br />219871.2889 <br />194733.8625 <br />N/A <br />6 <br />PK NAIL <br />219903.6048 <br />194185.9586 <br />N/A <br />8 <br />PK NAIL <br />219871.7508 <br />194320.6505 <br />N/A <br />A <br />BC (LDC—TO BE RESET BY MCS) <br />219891.0410 <br />192356.3680 <br />MCSR 38486 <br />B <br />BC (LDC — RESET) <br />219890.3748 <br />192701.6070 <br />MCSR 38486 <br />C <br />IR 5/8 —1.2 (LDC — RESET) <br />219889.4180 <br />193107.0190 <br />MCSR 25350 <br />D <br />SPIKE BENT —1 (LDC — RESET) <br />219888.8860 <br />194176.5330 <br />MCSR 13486 <br />S89052'19"E 405.52' <br />20' (S89054'00"E 405.54') MCSR 25390 <br />22.5' AUBURN ROAD NE (VARIES) <br />15' <br />25' <br />30' <br />25' X 6 <br />D <br />39' <br />20' C <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />OREGON <br />J U LY 13, 2004 <br />ROBERT D. HAMMAN <br />64202 LS <br />EXPIRES: 6-30-2023 <br />BY: <br />MULTI/TECH ENGINEERING SERVICES, INC. <br />1155 13TH ST. S.E. SALEM, OREGON 97302 <br />503-363-9227 <br />i- <br />Cn <br />W <br />U <br />W O <br />W lD <br />Of <br />U <br />X8 <br />NOTES: <br />1. ALL MONUMENTS FOUND IN GOOD CONDITION AND WITHIN 0.2' OF THE <br />SURFACE OF THE GROUND UNLESS OTHERWISE NOTED. <br />2. ALL MONUMENTS SET FLUSH WITH GROUND UNLESS OTHERWISE NOTED. <br />30' <br />20' <br />25' <br />20' <br />30' <br />73L- <br />15' - <br />w <br />z <br />U <br />Q .. <br />(n O <br />(n n <br />D <br />ry <br />_ <br />_ <br />Q <br />Q <br />15' <br />X5 <br />MONUMENT TABLE: <br />A = 3" BRASS CAP IN MONUMENT BOX. - LDC -REFERENCED IN MCSR 38486, TO BE REPLACED <br />BY MARION COUNTY SURVEYOR <br />B = 3" BRASS CAP IN MONUMENT BOX. - LDC - REFERENCED IN MCSR 38486 <br />C = 1/2" IRON PIPE, DOWN 1.2% - LDC - MCSR 25350 <br />D = 1/2" SPIKE, BENT, DOWN 13, - LDC - MCSR 13486 <br />NARRATIVE: <br />THE PURPOSE OF THIS SURVEY WAS TO REPLACE THE FOUND MONUMENTS <br />WHICH WERE REMOVED BY THE INSTALLATION OF A PRESSURE SEWER LINE. THE <br />MONUMENTS WERE TIED INTO AND RESET FROM THE ORIGINAL CONTROL OF <br />THIS PROJECT TO THE SAME COORDINATES AS THEY WERE ORIGINALLY TIED. <br />LEGEND: <br />MCSR = MARION COUNTY SURVEY RECORD <br />49 = MONUMENT PER MCSR 38486, LDC, TO BE RESET BY MCS <br />0 = SET 5/8" X 30" IRON ROD WITH ALUMINUM CAP SCRIBED "MULTI/TECH ENG." <br />X = PK NAIL USED AS LOCAL SURVEY CONTROL <br />() = RECORD DATA PER SURVEY NOTED <br />{ } = CALCULATED DATA PER SURVEY NOTED <br />IR W/AC = IRON ROD WITH ALUMINUM CAP SCRIBED "MULTI/TECH ENG." <br />BC = BRASS CAP <br />IR = IRON ROD <br />LDC = LOST DURING CONSTRUCTION - RESET WITH 5/8" X 30" IR W/AC. <br />MCS = MARION COUNTY SURVEYOR <br />MCSR 39698 <br />SHEET 1 OF 1 <br />