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! . ''"f::N",4 L�. �". .'A .. <br /> +. ... t,.�,:'. . <br />/r^4 � ,.�,,�t,�n t'r� <br /> w k. Y <br /> � Q �t�� ��� 2F� . <br /> �,, �� <br />' � . �_;� . <br />� � <br /> ������ S <br /> ���.�� <br /> �,;� � � <br /> ����� <br /> , . <br /> � fi � �},+�$ <br /> �f� �E�' .,� <br /> �. ' . � �, ' .�? .._ �s ",i " <br /> � , � _ <br /> .L# � {. 1 ' ' . .. <br /> ���������� `�`��� <br /> +k • <br /> t ��:rp,���sit�q��the���„�ndr�.�ttev����= 4 <br /> ��� ,�. y �.�,r� <br /> 4,�� i�°�� ����.�x.����u�. � +�:, <br /> "�R' I <br /> „.. F' � .. �. ` .. � ., . <br /> ,► 3�i�'hg j L'i11e �� . =1'h�t. � <br /> ��� �, ''�n�tractor��r his agent� �Far��t�r�h'� � <br /> .��.. � <br /> y:t.m' h�'t = � : �ratlel ta.- . _. . :��d� , :, . , . <br /> ` will best serve the subcontractor�s operatio�. 6rade and lfne st�kes �hall be <br /> set at 25 foot intervals �along the sewer line; et each +change �fn proft�e or �>� <br />_ grade; and as required for sawer tine ippurtenan�es and serviee stubs. The <br />.� sub�ntr�actor sha11 be responsible for preserration of primary stakes and shall <br /> restake if stakes are removed or displaced in any Na�y. <br />� 6. Protection of Surface and Underground Structures: All surface or <br /> undergro�,nd featura or structures locnted outside the permissible exCav�tion <br /> limits for underground installations together Nith Lhose Nlthin :the �anstru�tion <br />` areas Nhich are indicated as being saved, sha11 De properly protected agafntt <br />„� da��e �d sha11 not be disturbe� or rdnoved Nithout approval of the <br /> Arch�tect/Engineer. � <br />� C. Oraintteld: <br /> ... �,,, <br /> 1. �bcantractor shall excavate as requir o prov�de 3 feet wide <br />� trenches, Nith lotatton and �pths as per s C-1.3.,.�.�he DatLaai of all - � <br />•�+ tren�cAes shall be level and all extraneous mat other thm� the existin9 <br /> soil encountered at that level, shall be reaaved. <br />� Special Note: 7�rench excavatlon shall be limited to periods of dry r+eather to <br /> �ninia�l=e the probabiliLy of excessive soil denstfication. <br />� 2. The perforated drain pipe sha11 �e located in the center of Lhe <br /> trenches, wlth the perfor�tions facing doMn. A11 pipes shall be level. <br />� +"'`3`�The porous n�ater�lal shail snrround the drain pipe as per dataiis sheet <br /> � C1•3; aith a minimuin distance of 12 inches frda botton of pipe to botto� of <br /> .. ._ <br /> �rench. <br /> 1 4. A soi 1 separator as specitied above, shai 1 be placed betr+een the pa�rous <br /> s urrounded and the back f i 111 ng a�a�teri a 1. <br />� 5. The ba�ktiiling shall be pertorined using the original soil fran <br /> excsration, and brought up to grade elevation. All backfill shall be placed in <br />� �00.002 - SPRING HILL CENTER <br /> Page 02590 - 3 <br />( <br />