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CAP <br /> 3-INCH DIA. STEEL PIPE <br /> EXISTING 1111 ENDING TOP OF 3-INCH DIAMETER STEEL <br /> TOP OF FILL <br /> 111 FILL CAP PIPE WELDED TO BASE PLATE <br /> si CONNECTIONS, TYP I <br /> t\E\‘‘x\i‘s. XN,',.-Xc\.:\i'll\141\\\\\'\\\\\N.,.. BEGINNING ELSFINISH GRADE AFTER l�y, \ REMOVAL OF FILL TOP OF FILL \ ��\\ \ "\\\ V\ <br /> 1/4-INCH THICK (MIN.) <br /> 1/4-INCH THICKMIN.) STEEL BASE PLATE <br /> STEEL BASE PLAT (2-FOOT-SQUARE) <br /> (EXISTING) NOTES: <br /> NOTES: 1. PLACE SETTLEMENT PLATE BASE AT EXISTING GROUND LEVEL. <br /> 1. PROTECT PIPES DURING REMOVAL OF SURCHARGE MATERIAL. 2. COORDINATE WITH SURVEYOR TO OBTAIN MEASUREMENTS FOR ELEV. "A" <br /> 2. REMOVE SECTIONS OF PIPE AS TOP OF SURCHARGE MOVES BELOW AND ELEV. "B <br /> CONNECTION POINTS. 3. LOCATION OF SETTLEMENT PLATES SHALL BE CLEARLY MARKED AND <br /> 3. COORDINATE WITH SURVEYOR TO OBTAIN READING OF TOP OF PIPE READILY VISIBLE (RED FLAGGED) TO EQUIPMENT OPERATORS. <br /> THAT REMAINS AFTER REMOVAL OF SURCHARGE 4. IN THE EVENT OF DAMAGE TO SETTLEMENT PLATE OR EXTENSION <br /> SURCHARGE I THE CONTRACTOR SHALL IMMEDIATELY NO11FY THE SOILS ENGINEER AND <br /> REMOVAL DETAIL SHALL BE RESPONSIBLE FOR RESTORING THE SETTLEMENT PLATES TO <br /> rThWORKING ORDER. <br /> NTS 5. INSTALL PLATES ON FIRM GROUND OR ON SAND PADS IF NEEDED FOR <br /> STABILITY. <br /> 6. COORDINATE WITH SURVEYOR TO RECORD THE BASE PLATE ELEVATION <br /> AT THE RECOMMENDED TIME INTERVALS. <br /> SETTLEMENT PLATE AT REBAR <br /> z NTS <br /> 11. <br /> t <br /> 3 <br /> } <br /> a <br /> 0 <br /> 0 <br /> Q <br /> U <br /> 0 <br /> 5 <br /> 3 <br /> E <br /> V <br /> z <br /> iC <br /> Perteet Drown By Date SCALE RIVERFRONT COMMERCIAL LLC Drawing No. <br /> 425-252-770011-800-615-9900 <br /> Designed By Note EVERETT LANDFILL DEVELOPMENT <br /> Checked By Vert Sheet No. <br /> 2707 Colby Avenue,Suite 900 N/A I <br /> No. Date Revision B, Aav� Everett,Washington 98201 Approved By P°Zo Number4045 DETAILS <br /> eo" of Total <br />