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HomeMy WebLinkAbout25.97.11� t� �� �� �• ! 895 885 I � r— — STA� 6+23 1 I —! 1 1 139 � WYE & LAT. I STA. 2+61 37 LF.-6° � // \ / I � — — — � � ` 138 I WYE & LAT. STA. 1 +77 _�15 L.F.-6" \� � � 137 WYE & LAT. STA, 0+97 12 L.F.-6" w�rE & u�T. � ► I + 140 sTA.2+s� ' — 26 L.F.-6" �� , � / WYE & LAT. `� � & �qT. STA. 2+64 � I STA. 1+80 94 L.F.-6" 76 L.F.-6" WYE & LAT. STA. 1+00 78 L.F.-6" 143 I 141 j � 142 . __ � ' __ _ � I— — — — — — — —� � — — — — — ► , -�_ _ 136 WYE & LAT. STA. 0+1 � 10 L.F.-6" . WYE & LAT. STA. 0+20 80 L.F.-6" 144 MANHOLE ; STA. 3+30 135 WYE & LAT. STA. 2+68 10 L.F.-6°— C :;� WYE & LAT. ST-A. 2a-6$-- 80 LF.-6" 145 GLE SCALE:1 "=50' HOR. 1 "=5' VERT. 134 WYE & LAT. STA. 1 +88 10 L.F.-6" WYE & L.AT. STA. 1 +88 8� L.F.-6" 146 133 WYE & LAT STA. 1 +08 10 L.F.-6" � I � � f � 1 �, W �� w 132 ( � WYE & LAT. I STA. 0+23 10 L.F.-6" — — — —.�! -- ----� WYE & LAT. WYE & LAT. I STA. 1+08 - - ST�. 1+22 80 L.F.-6" 13 L.F.-6" I 147 148 � �� � � 0 Z � � � I I � �� I �� I tE �� � I � �� I �� ( NHOLE , A. 2+15 � � A. 0+00 � f� � I { � � I �'E & LAT. I ( STA. 1+83 109 � 76 l.F.-6" �I � _ �� ( � ( � � + WYE & IAT. � O $ ( STA. 0+85 I ( 78 LF.-6" I ��-- _ _ .� � 1 _ �:� �'a . �� M�� ,, �;r ��� 1; �;�+ ;fa �i °o � � p w O � cV � � � O � � II � � U v U U U F" o F- F- F- Q � C9 Z >I � � �� � EXISTING GRADE PROPOSED GRADE , . °n �� I � � - �«µ-� m, ��, .�.� � ,��.. �..�o �,�. .,.��o .� .� .� ��: ���,. U;,� i �fi� wA�R - 9 � : o . . :� �,. � I � ' � `.�:' ,� �`� 18" R.C.P. "�� , 5" _ ��15"'R.GP. rINV.=898.35-�;=. � 1 FULL DEPTH ,.: INV.=898 98 �� FULL DEPTH t '-� ,� - I I GRANULAR BACKFlLL .� ;, . � ` • � � GRANULAR BACKFILL ,°°. �; �� `96.84 . 94.s.2 s4.ax I ' 9253 9273 91.58 EXIST. 8" PIPE S.W. INVP�892 �3 INV.=891.52 215 L.F. 8" P.V.C. PIPE � 0.459� 330 L.F. 8" P.V.C. PIPE � 0.459� 293 L.F. 8" P.V.C. PIPE C� 0.45% � � � � � �� _ � J + J i' J 'I" � p O N O �n = a0 w� �� �� QI-Q– � � 905 895 885 �i�i m �� �Z O � �' � w � � � � a � � � � � � � Y Q � � N � a `,,`��{►111111lIfllt' \ M � ,`,`,`,`, I��,''',,,, rl �� � ��� - } .. -. . m cn m m ,� �� _ No. _ � � � 3 � � u o� 11:3�8 � .- N ' STATE OF ; '�M'p' �,,,,,',,, ,,,,,,,,,,. ���'J�u�s�n�naa��• SCALE: 1"= 50' � � r N 0 w � � � W � NOTES: FULL DEPTH GRANULAR BACKFI�L SHALL BE INSTAL�ED ON ALL SEWER LATERAL STREET CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. CONTRACTOR SHALL STOP SEWER LATERALS 5 FEET FROM BLDG. SETBACK LINE AS SHOWN. � w � � � C� N OTE: ALL MANHOLES SHALL BE BUILT w/ STEPS TOWARD STREET AS SHOWN. TYPICAL MANHOLE POSITION DETAIL SCALE: NONE TYPI CAL LATER AL DETAI L � � > � � � a � � � W z Ca w C.� Z J � Z O U a � �d � °z I � � �� h M X � � � � � � � N h 0 0 00 i � M rn � � � � o � � Q � � � z LJ..� a � Z d � � O w � � � � � � � W Zw Z O� � ~_ "'� w �"' � �� � O W �d —_ � � W �U � �� �i' � � � Q w � _ z � � W � � V J � U SHEET N0. � �7 � ,ioe No.�g584B