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/ <br /> r <br /> SEE SfANDARD PV�N N0. NOTES <br /> 604 FOR C.O. DEfAIL �, pyC SIDE SEWER CONNECTIONS TO <br /> e NEW MAINS SHALL BE FACTORY TE6. <br /> GRACr ELEVATION <br /> x 2, 'fYPE A h B SHf.LL B� USED ONLY <br /> ; iv 2 � ' WHEN MAIN DEPTH EXCEEDS 15 FEET <br /> � � JR IS APPROVED BY THE ENGINEER. <br /> i. NSfALL CAP qppROVED 3. CONNECTIONS TO CONCREfE SEWER <br /> NOT PLUG �COUPLING MAINS SHALL BE MADE PET2 STD <br /> � SIDE SEWER MANUFACTURED6CONCRETE �E.ROVED <br /> ' 2R MIN. SLOPE <br /> W <br /> iJ <br /> N <br /> 6" PVC A57A1 D3034. <br /> SDR 35 OR ANM'A C900 <br /> ss• r.+iu. <br /> ,� i,�nx. <br /> � CI15S 3000 CONCREfE <br /> O ' ."'` BLOCK (12"x12') <br /> pVC SEWER MAIN <br /> (SEE NOTE 3) '�'YPE �A�� <br /> e SEE STANDARD DWG ND. <br /> GRADE EIEVATION C.O. DETNL <br /> . � <br /> z ��r,x. <br /> � � NSTALL CAP <br /> ` I N0T PLUG <br /> ,� — I �APPROVED COUPLING <br /> � <br /> � ,��SIDE SEWER <br /> z <br /> i,i 2S MIN. SLOPE <br /> o W <br /> g N 6' PVC ASTM DS034, SDR <br /> - 3:i A11N. 35 OR AW1YA C90D <br /> ry --�-- " AS I,IAX. <br /> n U <br /> � PVC SFWER MNN TMPE �rBn <br /> ' (SEE NOTE 3) <br /> a e <br /> '� SEE STANDARD PU+N N0. 604 <br /> GRADE ELEVATION FOR C.O. DEfAIL <br /> t <br /> r � - <br /> 2' M�%. � APPROVED COUPLING <br /> ISIDE SEWER <br /> - 6' PVC hSTM D3034, <br /> SDR 35 OR A1YWA C9D0 5 Qp <br /> PVC SEWER IAAIN �,�N• <br /> (SEE NOTE 3) <br /> O �,� I.�n�. <br /> 1`(PE "C" <br /> , �, C11'Y OF EVERETT 9�-21-1991 <br /> > IA�� PUBLIC WORKS TYf'ICAL SIDE SEWER �ate <br /> ��?�VERET! ENGINEERING � PUBLIC CONNECTIONS GOZ <br /> > �/%'� SERVICES DEPARTMENT number <br /> I� <br />