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GRADE ELEVATION <br />� <br />� <br />n <br />WC SEWER MAIN <br />(SEE NOlE 3) <br />GRA�E ELEVATION <br />._. ._ _._.... _._ _N <br />¢ <br />� <br />0 <br />z <br />o W <br />w <br />o N <br />� <br />PN: SEWER MAIN <br />(SEE NOTE 3) <br />� <br />SEE SiANDARD PLAN N0. <br />604 FOR C.O. DETAIL <br />�L <br />�LL CAP <br />PLUG <br />SI�E SEWER <br />�2R MIN. SIOPE <br />6' PVC ASTM D3034, <br />SDR 35 OR AWWA C900 <br />35' A11N. <br />M1S' F1A%. <br />L CVSS 3000 CONCREfE <br />�BLOCK (12�x1Y) <br />NO� nAn <br />i i r r� <br />� <br />NOTES <br />1. PVC SIDE SEWER CONNF:CTIONS TO <br />NEW MAINS SHALL BE FA�':�ORY TEES. <br />2. IYPE A d� B SHALL BE lSED OIJLY <br />WHEN MAIN DEPTH E%CEEDS 15 FEET <br />OR !S APPROVED BY THE ENGINEER. <br />3. CONNECTIONS TO CONCREfE SEWER <br />MAINS SHALL BE MADE PER SiD <br />OWC'S 612 8 613 OR BY APPROVED <br />MANUFACTURED CONCREfE IEE. <br />e SEE STANDARD DWG ND. <br />C.O. DEfAIL <br />C''/.�?i/X/X/X% 2' MA%. <br />� 1 NSfALL CAP <br />_._ ._ .. . _ _ .. ___. __._.__ I__.___NOT-PLUC-___ <br />..� � <br />Y��%��j��%i'�� <br />6' PVC AS7M D�034, <br />SDR 35 OR ANM'A C900 <br />PVC SEWER A1AIN <br />(SEE NOTE 3) -1 L <br />�APPROVED COUPLINC <br />��SIDE SEWER <br />2% MIN. SLOPE <br />6' PVC PSTM D3034, SDR <br />3� MIN. 35 OR AWWA C900 <br />M1S' A1A7(. <br />TYPE "B" <br />e <br />SEE STANDARD PLAN N0. 604 <br />� FOR C.O. DEfAIL <br />1 APPftOVED COUPLING <br />I�S�DE SEWER <br />TYPE "C" <br />ClTY OF EVERETT -�PICAL SIDE SEWER 9 d�i1991 <br />Pu�uc woRKs <br />' ENGINEERING & PUBLIC CONNECTIONS 6Q2 a�3 <br />SERVICES DEPARTMENT number <br />