1400 SEINER DR 2016 Utility Plans 2022-10-27

LtMiT OF SURCHARGE TABLE SETTLEMENT MONITC�RING PLATE TABLE POINT # NORTHING EASTING ESTIMATED SETTLEMENT TIME TO REACH POINT # NORTHING EASTING WITH SURCHARGE 1 367752.47 1302043.13 (AND WICK DRAINS) SETTLEMENT 2 367755.30 13�1961.86 101 367723.83 1301972.77 1 .0" 45 DAYS 3 367704.05 1301939.33 102 367721.88 1302028.74 1.0" 45 DAYS 4 367563.74 1301946.41 103 367642.90 1301997.97 1.7" 60 DAYS 5 367505.82 1302022.89 104 367558.76 1301999.24 1 .0" 40 DAYS 6 367541 .10 1302060.73 105 367572.02 1302019.24 1.0" 40 DAYS 7 3676�5.63 1302053.37 106 367405.26 1302109.55 1.4" 50 DAYS 8 367679.90 1302058.19 107 367335.97 1302087.24 1.7" 60 DAYS 2" STD 4" STD PIPE SLEEVE 9 367508.66 1302137.39 PIPE OVER 2" PIPE. SLEEVE 10 367434.71 1302058.06 108 367334.52 1302127.22 1.7" 60 DAYS NOT ATTACHED TO PLATE 11 367286.52 1302044.88 109 367245.35 1302103.95 1.5" 50 DAYS � w I I � � � 12 367065.09 1302062.01 110 367156.09 1302080.71 1.6" 60 DAYS � � � � �� 13 367166.50 1302043.40 111 367154.73 1302120.68 1.6" 6Cl DAYS Q � � � �= o 14 367063.96 1302134.79 112 367085.45 1302098.34 1 .6" 35 DAYS Z = 1/2" STEEL J Q PLATE I I 15 367162.43 1302159.39 . . . " N.I.C. W o � 16 367282.32 1302165.14 . . , " N.I.C. F.Zw.., o x ~ � 17 367402.83 1302166.74 » ``' . . . N.I.C. PLACE ON COMPACTED ti�0 . . N.I.C. , , , " N.f.C. SURFACE AT TOP OF . . N.I.C. PREPARED SUBGRADE 2 _0 „ � , „ _� . . . N.I.C. . . N.I.C. . . . " N.I.C. . . N.i.c. TYPE A TYPE B . . „ N.I.C. . . N.I.C. FOR DETAILS NOT SHOWN SEE TYPE A . . " N.I.C. 3 . . N.I.C. � . " N.i.c. SETTLEMENT PLATES � . . � � 0 � „ N.I.C. � � � >, N.I.C. � i c� z � a � 0 0 � 0 U W � / � SETTLEMENT MONITORING NOTES m � = MONITORING POINTS SHALL BE ESTABLISHED AND BASELINE MEASUREMENTS TAKEN BY CONTRACTOR IMMEDIATELY AFTER COMPACTION IS COMPLETE. AFTER BASELINE v� HAS BEEN ESTABLISHED, THE FOLLOWING MONITORING SCHEDULE SHALL BE FOLLOWED: z Q w 1. EVERY DAY DURING SURCHARGE PERIOD. N 2. OR AS DIRECTED BY THE ENGINEER. � i z ALL HORIZONTAL AND VERTICAL MONITORING POINT MEASUREMENTS AND SETTLING PLATE MEASUREMENTS SHALL BE MADE USING SURVEY EQUIPMENT WITH 1 j10TH � INCH ACCURACY. A STATIC VERTICAL AND HORIZONTAL BENCHMARK SHALL BE USED FOR SOIL MEASUREMENTS. BENCHMARK SHALL BE AT LEAST 100 FEET AWAY W FROM FILL AREA. 0 0 a THE CONTRACTOR SHALL PROVIDE ALL MEASUREMENT READING TO THE ENGINEER FOR ANALYSIS WITH TWO DAYS OF MEASUREMENT. THE READINGS SHALL BE � PROVIDED IN A MICROSOFT EXCEL SPREADSHEET WHICH SHALL INCLUDE, BUT NOT BE LIMITED T0, POINT DESCRIPTION LABEL, STATION AND OFFSET FROM PROJECT z z BASELINE, DAY AND TIME OF READING. BASELINE MEASUREMENT SHALL BE INCLUDED IN SPREADSHEET FOR EACH SUBSEQUENT READING. a J n. U d 3 I � � � 0 0 / H � w � � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E R D o CO DRAWING � PROJECT EN�,NEER: SCA�E: pORT OF EVERETT DWG. NO. o � PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED D1 .� � a a PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE o � or � CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DEsi�NE� BY: DATE: v c�o "`f 1736 Fourth Avenue S.Suite A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. CASTON A JUN. 2016 W A T E R F R 0 N T P LA C E C E N T R A L CIP N0. Z-O-O45-0� 6-8-001-06 o � � � m Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ! _ ' ' ao % VERETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: �HE�KEo BY: F I S H E R M A N S H A R B 0 R 6 S-OO�-O�, 6-8-001-08 � � ENGINEERS, INC. www.pndengineers.com � 9�15��$ JBK RECORD DRAWING AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD C. WIEST PROJECT P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED S U R C H A R G E P 0 I N T S T A B L E No• PD-WP-2016-01 �j EVERETT, WA 98208 QO 6/30f16 JBK ISSUED FOR BID AND CONSTRUCTiON IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. A N D D E TA I LS N0. DATE BY REVISiON SHEET N0. 26 OF 195