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Home My WebLink AboutLA PORTE COMMUNITY LIBRARYPage is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. ,.� ��;� ,� %��•: �::' ` �• `2C �� ,�� s r•J \'O� L 4k y 9 I �;„ � _. ,�.� � r ., � { 7 ,._ .�+ ,� t_� '. v� . fw „ jr' - Q Ft . y, .. ��, u - 3 5 � • :. �. �' 4'� s .2 r ,v� � � �e, '.... _ `� f •� � `. ,�., :�.v- �j ,.�- �. ... .-mot-- . '�"P ' ... -�„ .i P ��7� � , 4 t"t �. ' _.< �. ;1 � t' ; .. r r _. � .. -..:: - b. _. .:. , T C NCRETE � d. AREA INLET AND PRECAS 0 . �: sue" L�-�' " OX BY DALWORTH,OR EQUAL GRADE 60 B J �4.`e—�.,. �r S` ,4°. �. . .... � .. REINFORCEMENT, FOR H2O LOADING, �.�,�� ..�� . '; ' 4000 P.S.I. CONCRETE. OPENINGS IN GRATE SHALL BE 1 1/2" MAX. X 6" - _ ,, .. e � a - -- .< �b .. � h b . g � :. � .. \ �� .. _ _._. � � • • :.. /�/\\ � �� HYDROMULCH SEED 18" .... VARIES \ / ® o � 4 MAX '�/ � z 4 MAX 1 1�_0„ � 1 � a 3 g" ,G z �� w BOTTOM �� o � � � SWALE DETAIL � � �a o N.T.S. 30" 30" Z � � � ,. MAX � � �v�iz AREA: INLET DETAIL �� :� N.T.S. � o� • � � � � �J ,� ,_� �y _ a � i.1� .• ,. 12 �\ _... _„� �� ,' � `_ .. •. • , o �— • � L 1 W......... � .... a • • : •• • RESILIENT • • ' • • • -. •• CONNECTOR TYP 2'-0" MIN • . • •. • _ "� •• _ 1"/FT MIN SLOPE '� (TYP) ', NOTES: 32" DIA STANDARD MANHOLE ` FRAME AND COVER cP 1. DEPTH OF MANHOLE DETERMINES SECTIONS FOUNDATION PLAN CEMENT �r REQUIRED. - '' � _ MORTAR :�.• .,- 2. PRECAST CONCRETE RINGS SHALL BE PROVIDED (NOTE 7) �' FOR A COMBINED ADJUSTMENT HEIGHT OF AT '', LEAST 12". THE TOTAL HEIGHT OF THE _ " ADJUSTMENT RINGS SHALL NOT EXCEED• _ 1'-6'• IOENncAL GRATE INLET AND PRECAST CONCRETE �' 3. MANHOLE WALL THICKNESS FOR DEPTH EXCEEDING SECTION BOX BY DALWORTH OR EQUAL. GRADE u� 12'—O" SHALL BE DETERMINED"TO MEET LOADING � \ \� � 60 REINFORCEMENT, FOR H2O LOADING, CONDITIONS. MIN THICKNESS 5 . ADJUSTMENT RINGS �� 4000 P.S.I. CONCRETE. OPENINGS IN �_� � �� GRATE SHALL BE 1 1/2" MAX. X 6" C� 4. MANHOLE DROP AND INTERSECTING PIPES SHALL �' TO BE COMBINED � � BE INSTALLED ONLY WHEN CALLED FOR IN PLAN � AS NECESSARY \ � ', -AND PROFILE DRAWING. � NOTE 2) � ( - � c� o i ,v :. � 5. SEAT MANHOLE FRAME IN SEALANT PER AND SEALED WITH '�� ' _ i �n � COH SPECIFICATION. o APPROVED SEALANT � ;, �� •. � vD - 6. ECCENTRIC PRECAST CONCRETE MANHOLE °• �\ . MAY BE USED. N Z 4'-0' ola, PRECAST CONCRETE nn BASE SECTION � O� � � _ u�-J Sid 7. OMIT CEMENT MORTAR WHEN MANHOLE IS w � � PRECAST OR PREMIX LOCATED IN PAVED AREAS. � � �� CONCRETE INVERT 30" 30 � � r� 8. MIN REINFORCING IN THE PRECAST CONCRETE o / RESILIENT VARIES �/ \� � BASE SHALL BE # 5 ®8 EW, a � CONNECTOR (TYP) _ � � r� ', / Q o m9 d ' . -. a � : VARIES N 6" N �/ - � FOUNDATION MATERIAL AS PER C.O.H. SPECIFICATION - PROVIDE 6" BASE SECTION EXTENSION FOR ALL A DEPTHS FROM MANHOLE 42" 42" COVER TO INVERT GREATER THAN 15 FT 0 GRATE INLET DETAIL SANITARY SEWER MANHOLE 4,-�„ DIA N N.T.S. o N.T.S. N m LL a, A ��.sj�y, ' ..4 : ,. �� t 4 .• � .. i..,.... .... '� J CA4�0 A B��PU_b _� k r 5.....•. ..d O s s E'SS •••^ G f 3-.(�00 ��C��L�aN��Oo NJ� DC �Q�� tlF6r.�� i �_ _. �, v o � _. n � . .. i _.. Q REVISION CHECKED BY GWM DRAWN BY GG PROJECT N0. 99-02 ISSUED 03—Ot-00 DRAWING N0. V Voo Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.