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e <br />i / ,� <br />, / � L: , -�.' / ' <br />� - --- <br />� �� 'I�d'.� (�'C l j�/'� '�� J C_ i "� /iL�--I� C ._ „'�l� '< f/�`- <br />,/S - I' /� / � / ; 7 ) � /J �� , � I.Y'DA/A BASf L/Nf <br />L E� CC 2:/`�i �Ll/� /�lJf2'L,•cC�%S I <br />C�.� / 1 � � /s.o, — � <br />,�����c c� c?L'� 7Cl C'�'�; �::'� .Sf��z �.J.��d� ,z.o�— --� <br />�J �( P 7� � i O•� C��7c�71 �j� f/e% 7T37.5 � '�`� <br />v/� ��� � 7J�6.�_ � � � To of e�nbankmen� surfaced <br />/� . <br />Poo/ Leve/ f/e� 7T27.5� .�/' <br />— — — — � 8 h <br />— — — — — — — — /O� �� .0 <br />de � � � � `� <br />fp ���� � � <br />;dfio � � Q � <br />0 �, 3 r' ° ��� ; �Q � <br />e 2 R �'� f��� ci 4 � <br />5�� fi�� '� 2� a`� � 3 <br />pn 5 �• �/ f��� � r � '� <br />t� � P1T � h m <br />.' <br />� � � �(L��� �� � <br />O�e � �'' � B i v <br />�� -------- � <br />Se%cfed f <br />Bnck fi// <br />P <br />3' �` with 6 inches of 9ravel• <br />�� <br />�ii <br />�I <br />i <br />� ' S �o <br />� <br />�' � � <br />�� A substantial cufi-off trench rrill be o� <br />.� � excavafed into each abutment wa!1 �' <br />a I to Provide anchora9e for ihe concrefe <br />� 1 fac�n9 wall. <br />.� � �����/z- <br />F i ,o . <br />`� ' �U'y �' <br />g ' � . <br />` I <br />�� <br />� � For Preparin9 foundation see s�ecifications, <br />6 I <br />O' <br />V� <br />,� <br />� " <br />� � c <br />`� �O <br />� G <br />! <br />� \ \ ��� <br />� s <br />� <br />`�- /O' <br />Ouflet of facing wall drain to toe of dam is formed by placin9 � � <br />� �. <br />loose rock draia in present sfream bed. �� <br />�� � ROCff <br />- �_,..�..�.. ... _ <br />- MAXIMUM SECTfON OF DAM EMBANKMENT <br />,, . �TYPICAL OF CONSTRUCTION BETYYEEN ABUTMENT WALLS� <br />For details of Erribankment at Ends of Dam see Sheet No. 2. <br />Scale:- I"'= 10' <br />