Laserfiche WebLink
0 <br />a <br />0 <br />a <br />a <br />� <br />� <br />n <br />rv <br />0 <br />e <br />� <br />a <br />in <br />� <br />GF2ADE ELEVATION <br />� ^ i <br />w <br />i.� <br />N <br />PVC SEWER MAIN <br />(SEE NOTE 3) <br />SEE STANDARD PLAN N0. <br />604 FOR C.O. �EfNL <br />INSfALLNCAf' <br />NOT PLUG <br />NOTES <br />1. PVC SIDE SEWER CONNECTIONS TQ <br />NEW IANNS SHALL BE FACTOftY TEES. <br />� 2, iYPE A& 8 SHALL BE USED ONLY <br />� WHEN MAIN DEFTH EXCEEDS 15 FEET <br />OR AS APPROVED BY THE EN�INEFR. <br />APPROVED 3. CONNECTIONS TO CONCRETE SEWER <br />COUPLING MAINS SHALL BE MADE PEf2 STD <br />DWC'S 612�& 613 OR 6Y APPROVED <br />�SIDE SEWER �1ANUFRCTURED CONCRETE 7EE. <br />� 2% MIN. SLOPE � <br />�6� PVC ASTM D3034, <br />SDR 35 OR AWWA C900 <br />i h11N. <br />i A1NC. <br />CLASS 3000 CONCREfE <br />�BLOCK (12'x127 <br />NPEnAir <br />r�� <br />GRADE ELEVATION e SEE STANDARD DWG N0. <br />C.O. DETAIL <br />2' A!NC. <br />� Z NSTALL CAP <br />I NOT PU1G <br />�+ I �APPROVED COUPLINC <br />w <br />o ��SI�E SEWER <br />z <br />�� 2� MIN. SLOPE <br />w <br />Co <br />6' PVC ASTM D3034, SDR <br />35' MIN, 35 OR AV4WA C900 <br />-- � �� r.�nx. <br />PVC SEWER MAIN <br />(SEE NOTE 3) <br />GRADE ELEVFTIDN <br />� <br />z' �.+nx. <br />6' PVC ISTM DJOJ4, <br />SDR 35 OR ANNlA C900 <br />pVC SEWER MAIN <br />(SEE NOTE 3) 1 J <br />IIPE n8„ <br />e <br />SEE '_'TANDARD PLAN N0. 604 <br />� FOR C.O. DE�AIL <br />APPROVED COUPLING <br />T'�C n^n <br />1 T � �. <br />i:13'Y O� EVERE'T <br />PUBLIC WORlqS <br />' ENGINEFRING 8� PUBLIC <br />SEl4ER <br />TYPICAL SIDE SEWER <br />CONNECTIONS <br />-21-1991 <br />dot� <br />602 <br />