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NOTES: a a a o ..,.. <br /> r' -1,4_,‘,,- m� 4.e,,°g' ;'. .' <br /> 1. CONTRACTOR TO NOTIFY ENGINEER OF <br /> L6x6x1/2 X 4'-0", / <br /> i <br /> RECORD OF DISCREPANCIES BETWEEN FIELD TYP(4) • ` "yg `" " �` <br /> CONDITIONS&THOSE SHOWN IN THESE �ea _.. � p <br /> -- DOCUMENTS PRIOR TO = • <br /> CONSTRUCTION/INSTALLATION OF PIERS `O "5z I_ <br /> V <br /> { <br /> ........... <br /> 2. (E)CONCRETE STEMWALL ON(E) <br /> ---- CONC FOOTING(CONTRACTOR TO <br /> VERIFY 6"Wx1'-9"H(MIN)(E)CONC n r , ' <br /> STEMWALL TYP(NOTIFY EOR IF iss ' <br /> e_Hp.,,,r' II <br /> FIELD CONDITIONS DIFFER)} TM <br /> u <br /> ro <br /> 3- SECTION CUT n <br /> S-2.00 DETAIUSHEET S-2.00 it <br /> r <br /> II <br /> COto <br /> • <br /> i II <br /> 4, �/� INDICATES LOCATION OF FSI 288 PUS , i •. • <br /> s•,.... PIER W/FSI FS288BL FOUNDATION ' ` ' p <br /> • BRACKET PER S-2.0 <br /> • r n � _ I <br /> of n 'I u <br /> PUSH PIER INSTALLATION NOTES: ~i ; i <br /> • <br /> • DESIGN LOAD TO PIER=6,554 LB � n <br /> 3.5"Irl x 0.216 x 30"LONG EXTERNAL PIPE C)40: 0 <br /> SLEEVE i <br /> • 2:875"0 x 0.165 x 36"LONG PIER TUBE € <br /> • 3.5"0 DRIVE AND LIFT CYLINDER BORE • I , , <br /> • TARGET 1363 INSTALLATION PRESSURE . '. <br /> • MINIMUM 1022 PSI INSTALLATION PRESSURE i , <br /> • MINIMUM 10'-0"INSTALLATION DEPTH <br /> • MINIMUM 1/4"FOUNDATION LIFT DURING • i i• - 1 <br /> INSTALLATION TO STABILIZE :� E,_,..,"u.- �.'.... ...:_ ._.!:ck....,. <br /> 5. PIER SPACING SHALL BE AS INDICATED ON PLAN . <br /> (7'-0„MAX) <br /> . : <br /> LEGEND <br /> _ <br /> PUSH PIER <br /> .. .....;:.'4;,,- ,'t idt,• "-..', ..... . <br /> (F) FOUNDATION & (N) PIER LAYOUT PLAN <br /> , <br /> xtriot} <br /> . <br /> c <br />