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, <br /> NO � <br /> 5 KNOCKOITi OR CUtOUT HOLE SIZE IS EQ� TO <br /> � 1 M4NHOLFS '1'0 BE CON57RUC7FD IN ACCORDMICE K9i1't `�E «� p�� p�g Mp,ry{{pl£ 1YALL � <br /> ��0 �_�gg (p57M C 476) UI�lFSS OiH-J2WISE SHOWN u�HOLE. 42" FOR 54' MUUIHOLE• M�NIAlUM <br /> ON PLANS OR NOTED IN SiANDPRD SPECIFlCATIONS. <br /> THICKNESS. WJC�AIUM HOIF SIZE IS 36" FOR 48 <br /> 2 p1.L REINFORCED CAST �N PIACE CONCRETE SHAlL BE DISTANCE BETWEEN HOLFS lS 8"�MFJ�URED ON SHE <br /> CIASS 400�. NON-REINFORCED CANCREfE IN CHANNE� INS10E OF THE MMIHOL�• <br /> pND SHEIF SHALL BE CLlSS 3000. ALL PRECPS'f <br /> CONCRE7E SHALI BE CUSS 40D0. s �H�S pFEHpL6NFOR PIP6. IMNHOLEn �ESIGN <br /> 3 PREGST Bf56 SHN.L BE FURNISHED WRH CUr�UTS OR qND SIZE SFII�L� BE APPROVED AND WAR� � <br /> KNOCXOUTS. KNOCKOU7S SHN1- H�`� A W� TMICKN65 7HE MANFiOLE SUPPLIER. <br /> OF 2' MINtMU1A. 7 FOR HEIGHTS WEft 25' M�IHOLE B�4�E SLAB <br /> DFSIGN SFi4LL BE OESIGNE� 8Y A STRUCTURAI- <br /> 4 ALL BlSE R�NFORC�NC STEEL SHALL W41E A MINIMUM ��NEER. <br /> y�Fyp STRENGhi OF 60,000 N5� AND BE PLACED IN THE <br /> UPPER NALF OF THE B/SE WfTH 1" MINIMUM CLFARAN�E. � � �� <br /> � \ SEE SfD. UMG. N0. 607 <br /> � � ' '.. }--ADJUSiMENT SECTiON <br /> ,� e / (CRADE RINGS <br /> � OPTIONAL) <br /> m <br /> N n � <br /> L� <br /> ^ PRECAST CONE <br /> � � (ECCENTRIC UNLESS <br /> o V� OTHERN9SE SPECIFlED) � <br /> z <br /> � SfEPS SEE STD. <br /> DWG. N0. 606A <br /> � <br /> � 4B" OR 54" <br /> � <br /> s <br /> � PRECAST RISER c <br /> � , �;, SEC110NS o <br /> N <br /> mt <br /> W ry <br /> ..,/ <br /> S � <br /> Z ��� n <br /> MA%. HOLE SIZE IS 36" � GROUT SEE SfD• DWG. ND. 606 � <br /> FOR 48' MANHOLE,42" SIAPE � 1/2�/FT (TYP) � <br /> FOR 54" MANHOLE. (SEE <br /> NOTES 5 k 6 ABOV� CON57RUCT CHANtdEL AND $ <br /> SHEIF TO THE CROWN OF THE � <br /> PIPE a <br /> RE7NFORCIN� STEEL (F'OR PRECAST � <br /> g�" BASE WITH INTEGRAL RISER) 0.15 SQ o <br /> Q 3�g� �N/FT IN EACH DIRECTION FOR 4g� o <br /> •• " DI/� 0.19 50 IN/tT IN E4CH W <br /> : � � N <br /> MORTAR FlLLEi •'.� �•��• �. • . DIRECTIDN FOR 54' �IA. m <br /> , : ��.... ' . <br /> ... ,..:.. . PREGST BASE WfTH INTECRAL RISER s <br /> � CRUSHED SURFACING BASE COURSE � <br /> . .;•: 6' MIN. DEPTH COMPACTm TO 95X o <br /> 46' DV�-6' � •� . ... . . I OF STANOAR� DENSIIY � o <br /> SS' Ma.-8� 6' � 1'_p•{--- G <br /> �SEPARAIE CAST �N P�CE DR $ <br /> SEPAFtATE PRECAST aASE � <br /> CONTRACT RECORD RdNFORCING STEEI- (�OR SEPAR!`TE �E ONLY) p <br /> DOCUMENT �-Z3 SQ IN/FT IN EACH DIRECTION fOR 48" �IA o <br /> 0.30 SQ IN/Ff IN FACH OIRECTION fOR 54" DIA � <br /> 5-15-1996 CI'TY OF EVERETT � <br /> da,� TYPE 1 MANHOLE PUBLIG WORKS o <br /> 48" AND 54" r ENGINEERING & PUBLIC � <br /> 605A SERVICES DEPARTMENT � <br /> number <br />