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SEE STANDMD PLAN N0. <br />604 FOR C.O. DEfNL <br />GRADE ELEVATION <br />�n <br />PVC SEWER MAIN <br />(SEE N07E 3) <br />CRADF tLEVATION <br />o w <br />o � <br />I <br />PVC SEWER MNN <br />- (SEE NOTE 3) <br />� <br />� <br />CF2ADE EL[VATION <br />���� <br />2' !.IAx. <br />6" PVC lSTM DJDJ4, <br />SOR 35 OR AWWA C90D <br />PVC SEIYER MAIN <br />(SEE NOTE 3) 1 � <br />COUPLINC <br />�SIDE SEWEN <br />�2% MIN. SLOPE <br />6' PVC /i5T1d DJJ54, <br />SDR 35 OR AWI!';� C900 <br />35 l.11N. <br />.5' IdA%. <br />f— ClASS 3000 CUNCRE7E <br />�BLOCK (12'r12' <br />TYPE "A" <br />NOTES <br />1. WC SIDE SEV/Q2 CONNECTIONS TO <br />NEW MAINS SHALL BE FACTORY TE6. <br />2, 1YPE A& B SFIALL BE USEO ONLY <br />WHEN AVJN DEPTH EXCEEDS 15 FEET <br />OR AS APPROVED BY THE ENGIN"eER. <br />3. CONNECTIONS TO CONCRETE SEWER <br />MA1N5 SIiALL Bf 41ADE PEF2 STD <br />DWC'S 612 & G�J OR BY APPRO�D <br />MANUFACfURED CONCREiE TEE <br />` SEE STAN.IARD DWG N0. <br />C'.0. DcTAIL <br />"��' 2' 1.!fJ(. � • <br />^ � � NSTA� L CAP <br />I NOT F'!.UG <br />I�APPROVEC CDUPLING <br />��SI�E SEWFR <br />2% MIN. SLOPE <br />6' PVC ASTFA DJ034, SDR <br />3:i �eIN. 35 OR ANNlA C900 <br />h� ,�A:(. <br />IYPE "6" <br />e <br />SFE STANDARD PlAN N0. 604 <br />� FOR C.O. DETAIL <br />APPROVED COUPLING <br />�SIDE SEWER <br />T(PE "C" <br />CITY OF EVERETT� g-21-1gg1 <br />PUB�LIC WOI2KS TYPICAL SIDE SEW�R �o�� <br />' ENGINEERING & PUBLIC CONNECTIONS 6O2 <br />