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m C <br />m - <br />< rc <br />m a <br />m n <br />a< <br />o � <br />v� <br />m <br />3 <br />0 <br />w <br />N <br />N <br />N <br />SETTLEMENT PLATE TABLE <br />POINT# <br />NORTHING <br />EASTING <br />1 <br />368134.01 <br />1301192.67 <br />2 <br />368147.76 <br />1301143.12 <br />3 <br />368115.28 <br />1301141.99 <br />4 <br />368137.52 <br />1301092.73 <br />5 <br />368118.78 <br />1301042.05 <br />6 <br />368151.26 <br />1301043.19 <br />7 <br />368141.02 <br />1300992.80 <br />8 <br />368142.77 <br />1300942.83 <br />9 <br />368144.52 <br />1300892.86 <br />10 <br />368157.44 <br />1300867.07 <br />11 <br />368123.96 <br />1300927.83 <br />12 <br />368094.26 <br />1300899.45 <br />13 <br />368044.29 <br />1300877.69 <br />14 <br />368042.89 <br />1300917.66 <br />15 <br />367994.34 <br />1300895.95 <br />16 <br />367944.37 <br />1300914.21 <br />17 <br />367945.77 <br />1300874.23 <br />18 <br />367894.40 <br />1300892.44 <br />19 <br />367844.39 <br />1300911.53 <br />20 <br />367844.42 <br />1300870.68 <br />21 <br />36 7794.45 <br />1300888.94 <br />22 <br />367744.50 <br />1300907.20 <br />23 <br />367744.52 <br />1300867.17 <br />24 <br />367694.51 <br />1300885.43 <br />25 <br />367674.99 <br />1300854.73 <br />26 <br />367672.89 <br />1300914.69 <br />27 <br />367635.97 <br />1300883.38 <br />28 <br />367638.88 <br />1300800.17 <br />29 <br />367623.74 <br />1300850.12 <br />30 <br />367651.80 <br />1300850.14 <br />Y&F THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY <br />SETTLEMENT PLATE TABLE <br />POINT # <br />NORTHING <br />EASTING <br />31 <br />367634.51 <br />1300924.86 <br />32 <br />367631.87 <br />1301000.05 <br />33 <br />367668.15 <br />1301050.04 <br />34 <br />367603.10 <br />1301050.06 <br />35 <br />367628.37 <br />1301099.98 <br />36 <br />367657.05 <br />1301149.98 <br />37 <br />367614.61 <br />1301149.95 <br />38 <br />367624.87 <br />1301199.92 <br />39 <br />367647.22 <br />1301249.91 <br />40 <br />367611.11 <br />1301249.89 <br />41 <br />36 76 22.06 <br />1 1301279.87 <br />0 <br />ww <br />c=i <br />Qo <br />a <br />xo <br />c) <br />W U <br />J Q <br />ow <br />zOf <br />w0 <br />x~ <br />w <br />PLACE ON COMPACTED <br />SURFACE AT TOP OF <br />PREPARED SUBGRADE <br />TVPF- A <br />4" STD PIPE SLEEVE <br />,E. SLEEVE <br />ED TO PLATE <br />TYPE B <br />FOR DETAILS NOT SHOWN SEE TYPE A <br />SETTLEMENT PLATES <br />SETTLEMENT MONITORING NOTES <br />MONITORING POINTS SHALL BE ESTABLISHED AND BASELINE MEASUREMENTS TAKEN BY CONTRACTOR IMMEDIATELY AFTER COMPACTION IS COMPLETE. AFTER BASELINE <br />HAS BEEN ESTABLISHED, THE FOLLOWING MONITORING SCHEDULE SHALL BE FOLLOWED: <br />1. EVERY DAY DURING SURCHARGE PERIOD. <br />2. OR AS DIRECTED BY THE ENGINEER. <br />ALL HORIZONTAL AND VERTICAL MONITORING POINT MEASUREMENTS AND SETTLING PLATE MEASUREMENTS SHALL BE MADE USING SURVEY EQUIPMENT WITH 1/10TH <br />INCH ACCURACY. A STATIC VERTICAL AND HORIZONTAL BENCHMARK SHALL BE USED FOR SOIL MEASUREMENTS. BENCHMARK SHALL BE AT LEAST 100 FEET AWAY <br />FROM FILL AREA. <br />THE CONTRACTOR SHALL PROVIDE ALL MEASUREMENT READING TO THE ENGINEER FOR ANALYSIS WITH TWO DAYS OF MEASUREMENT. THE READINGS SHALL BE <br />PROVIDED IN A MICROSOFT EXCEL SPREADSHEET WHICH SHALL INCLUDE, BUT NOT BE LIMITED TO, POINT DESCRIPTION LABEL, STATION AND OFFSET FROM PROJECT <br />BASELINE, DAY AND TIME OF READING. BASELINE MEASUREMENT SHALL BE INCLUDED IN SPREADSHEET FOR EACH SUBSEQUENT READING. <br />oPND <br />v ��t D <br />L) <br />I EVER TT <br />N <br />P.O. BOX 538 <br />N EVERETT, WA 98206 <br />3240EasdakeAvrnueE <br />® ® ® Seatde,W.sbi, ton98102 <br />P:206.624.1387 <br />ENGINEERS, INC. www.pndengineees.mm <br />Q0 <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />NAPPROVAL <br />ROV L FROR THAT WOULD CONSTITUTE ALSO <br />NDETRIMENTTOBE USED <br />BRUCF <br />,�. ewesH ,(F <br />vP % <br />$ FP <br />v <br />,(, a, 32789 Eo �� <br />FSSAONALPECv�'\ <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D4.05 <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />1 <br />1 <br />SURCHARGE POINTS TABLE <br />CIP N0. <br />6-8-GOB-01 <br />DRAWN ev <br />G. DEAN <br />CHECKED BY:PHASE <br />C. CASTONA <br />PROJECT <br />No. PD-WP-2022-07 <br />AppRovEo BY <br />SHEET No. 43 of 48 <br />n (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />Q <br />A N D DETAILS <br />No. <br />1 ogre <br />1 BY <br />I REVISION <br />