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W �." .� d'' ,. °� - € ..,, f ��; �r �� ���:t�� � f� W, �,,,..,, r'��i E fM«� � � �y4:I �,...� , 1 f f � '+ � `v �7 r ff 4 1 � ��`,����' ,� �.� ��,.� ��� � ��� ��� `'" I���� ��� .'`� CN� ��:� ����� � ,.M�� ��� ���� �� �^ , ^F, �� I {, �y � � ��.���`'i�`' � ,_(� * �� �� � ���� ��� / FpR� � � �, y ^��`��� N,.�,�, � A,j ��M£q -,^ / ��� ���'s 1 ��� � � 1 � T.�'.�.������� f l�}'�r�����, � ��wi�'�`�'��,� �� ,� IPd'v.� t ��r,�es� h��i�'i ����a�_w ����.�� >- m � Z 0 � 5 w � Y a! G ``,,`��uuuuiiiii���� 0 .���� �• ���'�. � �.� �. t� �i;�� �' m I.�. m O � \ _ NO. _ � W�o�`� °� = 1!�58 = :- �, = STATE OF = � ,,,l����i 0��,`,,``: ,,,����fiiHHfl111�1��` � E� SCALE: 1 "= 50' NOTES FULL DEPTH GRANULAR BACKFILL SHALL BE INSTALLED ON ALL SEWER LATERAL STREET CROSSINGS & COMPACTED PER f.D.O.H. STANDARDS. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. CONTRACTOR SHALL EXTEND SEWER LATERALS AS SHOWN. IN NO CASE SHALL END OF LATERAL BE CLOSER THAN 5' TO BUILDING SETBACK LINE. a°, � � o 0 0 0 r o ° � � o0 0 �n � .., .�,... ,........ ..�..... .,..ti � �'' � � . ,�.. .••• '.� �,� �`'+,. � r �� � � '`�. EXISTING GRADE � r � � 8 _ _ _ w . _ �� � �� � il �,` % U f__.� °` " i CU � f C,j C.j 1- f` � 'ww V X U �" f— F—' W I-= ' o� �w. _� - � �.�. �,. � � 4� • .t �, ^! f� � : �.���i" '�t.w: �` �4 ,✓ .../' .i. .•i�z� �t'Y � � .........,.�.... `u ...✓" � � . •. �\ °` ���'`�' :;Y:: PROPOSED GRADE � {r �'" ,, f f,.r ±�� y w� '.'C ..1. • ., .. N � ` ..iti, FULL DEPTH .r ,,* ! `.� ` . `•� :• : •, ; ,. : : , �'' � 15" R.C.P. GRANULAR BACKFlLL '. - A�- � ~-~ --� w--- �-� �•. . •.'''.:`' '• . �•:� • � ; ,�.�. �,,.., �, �',. . . ^�.�. INV =7 4 ' `� �� . .;''i: '.j.'.- .' • ''`• ....••-, ;,.:. : . �: :.;:. .��. CONCRETE '•,'� '•``� �'''J':! "`�.:�` r - .i ` :.� ,>.'. FULL DEPTH �..°♦ A LE 18 R.C.P. :�� ��� ��~ _ � �s�; = : :,. i . GRANULAR FULL DEPTH '�'� � ' ' �' r ��''' �' '�..: •.� INV.=753.15 �.�x���° , �,�.� .,:�. `.s: :;�� '�`•:t.;=� `�' BACKFlLL GRANULAR =,. =.t��. . + `.'�:' ?`..;: ..'',.,; V`: :.t .�•. • BACKFlLL � : t,p .;1 .._ �:: ; .�� �. ; ; ;: � -__�� : a.: �:.: � : ���� �-�:� �,'..:.:.<� � �:: .:�...�...:::.. '��> ��: • ':.....v� �•I. �:i.:�;l� �.>;: � '�,L`t y'�'....•�,,: q.• �. .. �..^ . � `.�` �; : :.>�• ?:r.: `�:�•:i�• ;.� � . : � .,r:.�• � �' `:- 4 , A" y l • 8" PIPE N, 6 4 - : •' _ : •'�_•� ;<,�. ( INV.=747.60 �8° R.C.P. ` . �,��r�'°• .::= . _•':. �. .�.�.. �~: ( INV.=753.15 44 �;y'�: • ....• r• -�•>:i: r�fi:t. :.� STUB 20 L.F. .4, ��` �.<•J , 1� :;:. I 8" PIPE N. � �'�' �:� 0.42� �`.� �.,;::;_•,.. I INV.= 743.04 �`�` �. L�' . 8�9 � EX. 10" PIP CONTACTOR TO VERIFY INV. PRIOR INV.=737.0 ^ �� „ TO CONSTRUCTION EX. 10" PIP 414 L.F. 8" P.V.C. PIPE � 0.42% 246 L.F. 8 P.V.C. PIPE � 1.00% 134 L.F. 8 P.V.C. PIPE � 0.42� 128 L.F. 8 P.V.C. PIPE �NV.=�36.8 � 1.45% 99 L.F. 8" P.V.C. 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