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CASf IRON LOCKINC � SNBAIARKER <br /> RING M1D COVER S (NOTES 5 & 6) <br /> LINE PROPERiY W R/W PROPER'il' <br /> �-0" SO E UNE <br /> CEMENT CONf, �_.___ _ � pAVED <br /> CLA55 40�U � SURFACE R <br /> � , <br /> N� • � � I <br /> n <br /> � 6� Ch5KE1ED � <br /> SPIGOT CA�° OR ��0 WIRF, (2) <br /> 12' PJC 1�ECHANICAL WRqPS AIIN, <br /> SLEEVE fLUG � REOUIRED FOR <br /> 6� CJSKEfED I MAGNETIC LOCATION <br /> FlBER JOINT � �qP FlNDER <br /> PACHING <br /> I� �o' i o' <br /> (NOTr �� ~–�r.ot� a) <br /> � � � <br /> PAVED AREAS s�e sro UNPAVED AREAS <br /> DWG 602 <br /> NOTES <br /> 1 CLEAN–OUT PIPE AND FITfINGS SHALL �E PVC. <br /> 2 A SANITARY TEE OR SWEEP A7AY BE INSTALLED IN <br /> � LIEU OF A WYE AS SHOWN. STR�IGHT TEES ARE NOT ❑ <br /> ACCEPTABLE. p o 0 <br /> ^ 3 FOR N[W PLATS THE VERTICAL RISER PORTION OF � o o ❑ � <br /> THE CLEAN–OUT WILL BE CONSTRUCTED AT TIME OF o � ❑ <br /> CONNECTION TO BUILDING TO MINIMIZE DAMAGE, THE <br /> � 6" WYE AND 6' PVC PIPE W/GASKETED CAPS 141LL <br /> � BF INSTALLED PRIOR TO BUILDING CONNECTION. <br /> `- 4 SEWER STUB WILL BE EX'fENDED 10' BEYOND I ��� � <br /> PROPERTY LINE TO PR[VENT DAMAGE TO CLEAN–OUT <br /> AND MINIMIZE CONFLICTS WITH OTHER UTILITIES WHEN <br /> SERVICE TO BUILDING IS ACCOMPLISHED. '�� <br /> _ _ � Vy <br /> ` 5 A PRESSURE TREATED 2"x4" STUBMARKER SHALL 12" —� <br /> EXTEND DOWN TO A MIN OF 24" BELOW GROUND. A � 20�� <br /> i MIN OF 36" SHALI EXTEND A80VE GROUND. <br /> �� 6 THE STUBMARKER SHALL BE PAINTED WITH IVHITE j `z" CAST IRON <br /> C, TRAFFIC PAINT AND THE WORD "SEWER" AND THE <br /> �, DEPTH W fEET FROM GROUND TO SEWER STUB LOCKING <br /> � INVERT SHALL BE PAINTED ON 'fHE MARKER WITIi 3" <br /> HIGH BIACK PAINTEU LEiTERS. RING AND COVER <br /> �' 21 -G�5 <br /> '� ;- , CITY OF �!/ERETT 9-21-1991 <br /> `` �� P�suc woRKs SEVJER CLEAN—OUT �°�° <br /> ; �VEREiT ENGINEERING R PUBLIC 6O4 <br /> � �%� SERVICES DEPARTMENT numbcr <br /> _�� <br /> , <br />