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CAP - <br /> EXISTING 3-INCH DIA. STEEL PIPE ENDING TOP OF-\_ <br /> 3-INCH DIAMETER STEEL <br /> TOP OF FILL- FILL <br /> CAP rTh,,,PIPE WELDED TO BASE PLATE. <br /> I--CONNECTIONS TYP <br /> ELEV. "B' <br /> BEGINNING ELEV A <br /> EXISTING FILLk- �� �� FINISH GRADE AFTER <br /> REMOVAL OF FILL • <br /> ���� REBAR�� FILL <br /> 1/4-INCH THICK (MIN.) <br /> 1/4-INCH THICK (MIN.) STEEL BASE PLATE <br /> STEEL BASE PLATE (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 /> THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE SOILS ENGINEER AND <br /> SURCHARGE REMOVAL DETAIL SHALL BE RESPONSIBLE FOR RESTORING THE SETTLEMENT PLATES TO <br /> WORKING ORDER. <br /> NTS �J 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 REBA n <br /> NTS <br /> B <br /> 0 <br /> U_ <br /> A <br /> 3 <br /> NCI <br /> 7 <br /> 0 <br /> V <br /> Z <br /> K <br /> £ Perteet Drawn By Date SCALE RIVERFRONT COMMERCIAL LLC Drawing <br /> PD4 <br /> Designed By Her,: 60K CY FILL FROM SIMPSON <br /> 42'252+ I 1-200442-9000LN 2721 <br /> Oplby Mangy,Sub 284 Checked By Vert <br /> / <br /> Sheet No. <br /> £ 'Washington # Approved By Project Number <br /> No. Dote Revision By BR, <br /> EXHIBIT <br /> 20740045 <br /> f Total <br />