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PE-K MI i ,.53/6x/%,l <br /> Ril �v`rS�-D /�L,6d,e (S Sof cS' T �Sr� -- 9 <br /> a a o v <br /> NOTES: I I f <br /> pito.„w� (w)g..10.Pr;'3.n.0cS - -� _ —1 <br /> 1. CONTRACTOR TO NOTIFY ENGINEER OF - D.,:::,..9 <br /> �� �%� C��o” '�c- `^/4,...•RECORD OF DISCREPANCIES BETWEEN FIELD I:2,14in :.3‹, g-t PKC v a. G I l___, <br /> CONDITIONS&THOSE SHOWN IN THESE TYP(4) tSr31A r+-'s • Su,-i o✓G�' e. I <br /> Ca.w.� 'Pe:-..,:. p-'r�n..) z .....- L ._...�_ s <br /> DOCUMENTS PRIOR TO � �1 � �� 5, I f , I <br /> CONSTRUCTION/INSTALLATION OF PIERS A �,.�,20�� - <br /> 2. (E)CONCRETE STEMWALL ON(E) ©, V /,°° <br /> ---- CONC FOOTING(CONTRACTOR TO " II <br /> VERIFY 6"Wx1'-9"H(MIN)(E)CONC °' + ) :: r..-1 <br /> STEMWALL TYP(NOTIFY EOR IF G' '' <br /> FIELD CONDITIONS DIFFER)) <br /> 0 <br /> LI,Pl91dL.7 tI <br /> II 1 <br /> li <br /> II <br /> 3. Aft SECTION CUT © .. u I' ;-1 I I 1 <br /> 52.00 DETAIL/SHEET S-2.00 i ti <br /> II 1 i..,...1 <br /> II I; ,•1 <br /> 11 11 I I I <br /> 4. a INDICATES LOCATION OF FSI 288 PUSH ?i s -_ -_�_._.'__ <br /> PIER W/FSI FS288BL FOUNDATION ©�: II it I 1 <br /> BRACKET PER 5-2.0 u u ' ' __._. <br /> II ii <br /> it .I •': __ ! <br /> I <br /> PUSH PIER INSTALLATION NOTES: `. a II I 1.-_____.__._l._._.�. P _1_.-. <br /> • DESIGN LOAD TO PIER=6,554 LB O . u II , <br /> • 3.500 x 0.216 x 30"LONG EXTERNAL PIPE ® ® 'Ii <br /> SLEEVE 1 n <br /> I y� �_ <br /> • 2.875"0 x 0.165 x 36"LONG PIER TUBE i II <br /> 1 II ; <br /> • 3.5"0 DRIVE AND LIFT CYLINDER BORE1 It I <br /> • TARGET 1363 INSTALLATION PRESSURE 1 ;� s' : <br /> _..- • MINIMUM 1022 PSI INSTALLATION PRESSURE I it <br /> • MINIMUM 10'-0"INSTALLATION DEPTH • 1 11 rI I <br /> •. �c I c <br /> • MINIMUM 1/4"FOUNDATION LIFT DURING - I II •: jr---- : "" <br /> INSTALLATION TO STABILIZE tom-- r-••••��-•-•�+ •••• - <br /> • I <br /> • 5. PIER SPACING SHALL BE AS INDICATED ON PLAN <br /> (7'-0"MAX) .--- ..___,_ '_ <br /> • LEGEND • <br /> - • PUSH PIER <br /> I <br /> I <br /> ��\\w ANGLE IRON — ,. ' <br /> (E) FOUNDATION & (N) PIER LAYOUT PLAN SCALE: L^a 4�, <br /> i <br /> 1 i 1 I I �� �I <br /> r <br /> i I _ <br /> I ' tA. <br /> " �Ve.,, i "rL__0....j t—'� . Srt— 37--L� `( .4,. ,¢ 1 k }• '-ie <br /> 1- -- __ _ 1 �_- <br />