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W . <br /> q ���p .�i , � ' .::... . ......, ._._.- � � �. : . ���:.. � <br /> � IBC�003 EDITION ��d' ���1�'� �"�"��� �3�L� �1��xA,Y�'�5,��^i�I��_�tx.�.,� . . . . .. . .. . . . . . .. . . . � <br /> ° 35 PCF ECIUIVILENT FLUID PRESSURE ' "- ������'' <br /> 3'-0"M W <br /> .., �� .�- < � ._ _ �. <br /> 4"DIA FiG 2000 PSF SOIL BEARING PRESSURE ��� �p�` p{� � ��,��,����r�q,�.���..��.9.ri, �" ����I,�.,�.,��; -..__ ....... , . - , ,_.,,�y ' ' <br /> FRONTFILL DRAIN W 5Q PSF SURCHARGE ... _ . . w�[�+1 , . . . . �..�. .; . . .. . ......�:: - ._.--' ..�.._,-.._ ...._....__ N <br /> i GRAVEL POCKET . � ,. �`���:+�, -..�C�?°A�''?����!€„�'a ���.���'4�E �1���.�e'� ..�.. , .,.. O �� <br /> ° 5 SACKCEMcNT PER CUBIC YARD, . _; ����e�� �.��-pr."��.����� �� ���.. .._�. �r�� ^.^^ . <br /> ri . ._ _ . _� _ .___ _ .__.' -.__. . ...._. ......_.... . <br /> 2500 PSI MINIMUM COMPRESSNE STRENGTH, � , :;� . �-.-.�,-.. -.. ... . <br /> = N <br /> , MAXIMUM 6 GALLONS WATER PER SACK � . ��� ���"��"�.,.-. ������ ��.v�yt,�. .�.� . . � . . . �� .. . . . . ...: ' . <br /> � a e , .. . . . . .. . . . . . .. <br /> 7I7I��— GRADE 60 SiEEL FOR#5&LARGER "�� - � � ..�._� .�� ` <br /> ' IIF- . . .�. . : . .. .,�. .. ..�__._ �.. _ . .... _..... . . .. .. . ... r � <br /> �_ .,...__ ._--'-_;._--,. .._ ,-.... / � <br /> � �= GRAqE 40 STEEL FOR#4&SMALLER �-� , .... .. ., .�', , � ' � <br /> � .- .-__ . .-_... . :. � . <br /> _. . <br /> 3"CLR .. ... ._ _. .. <br /> $ . ,:.� �..,.��yr . . —. � . . . , ... ,- <br /> �������j!'._� . ___,. _...�. �.�� <br /> . ...::. .. ..� . ;.. <br /> �. <br /> BEARING BACKFILL WITH POUROUS MATER!AL; � � ������� � <br /> �������� ������� . <br /> 2'0— SOIL DJ NOT CREATE AN UNEQUAL BACKFILL UNTIL � " ' � ������`�-�T�""��, �r <br /> FOOTING BACK FILL IS COMPACTED IN PLACE . . 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