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CASi IRON LOCKING � STUBAIARKER <br /> RING AND COVER g (NOTES 5 dc 6) <br /> R/W PROPEftTY E R/W PROPERTI' <br /> L1NE W LINE <br /> CEMENT CONC �0" 50 E <br /> CfISS 4000 � PAVED <br /> � SURFACE R <br /> J{91r9Y`J�`JvJY9B1Y9ilt91dtLc <br /> x� � <br /> ��— � <br /> 6" UASKEZLD � <br /> SPIGUT G,P OR 10 WIRE, (2) <br /> �p• py� MECW�NICAL � <br /> 5�� PIUG WRAPS MIN. <br /> REQUIRED FOR <br /> 6' GhSKETED � MACNEZIC LOi.4T10N <br /> FlBER JOINT � �pp FlNDER <br /> PACKING <br /> I1 10� 70' <br /> (NorF �) � � (r;orE a) <br /> � � � <br /> PAVED AREAS SEE STD UNPAVED AREAS <br /> DWG 602 <br /> NOTES <br /> 1 CLEAN–OUT PIPE AIJD FI171NGS SHALL BE PVC. <br /> 2 A SANITARY TEE OR SWEEP MAY BE INSTALLED IN <br /> � LIEU OF A WYE �S SHOWN. STRAIGHT TEES ARE NOT p <br /> ACCEPTABLE. ❑ ° ❑ <br /> u 3 FOR NEW PLATS THE VERTICAL RISER PORTION OF ° a o ❑ � <br /> THE CLEAN–OUT WILL BE CONSTRUCTED AT TIM� OF ❑ � ❑ <br /> CONNF;TION TO BUII_DING TO MINIMIZE DAMAGE, THE <br /> ' 6" WY . AND 6' PVC PIPE W/GASKE�ED CAPS 141LL <br /> �' BE IN`_TAILED PRIOR TO BUILDING CONNECTION. <br /> 4 SEWER STUB WILL EE EX7ENDED 10' BEYOND I�_ 1`��� � <br /> PROPERTY LINE TO r'RNENT DAMAGE TO CLEAN–OUT <br /> - AND MINIMIZE CONFJCTS WITH OTHER UTILITIES WHEN , � <br /> o SERVICE TO BUILDIMG IS ACCOMPLISHED. / ' <br /> / v <br /> - 5 A PRESSURE TREA'�ED 2"x4" STUBMARKER SHALI_ �Z�� <br /> EXTEND DOWN TO A MIN OF 24" BEL01Y GROUND. A � Zp�. <br /> MIN OF 36" SHALI_ EXTEND ABOVE GROUND. <br /> i` <br /> 6 THE STUBMARKER SHALL BF PAINTED WITH WN!TE � 2" CAST IRON <br /> TRAFFIC PAINT A'JD THE WORG "SEWER" AND THE <br /> DEPTH IN FEET FROM GROUND TO SEWER STUB LOCKING <br /> i IM'ERT SHALi. EE PAINTED ON THE AIARKER WITH 3" <br /> HIGH BLACK PA.WTED LEITERS. RING AND COVER <br /> �� .�;� ; CITV OF �VERETT 9-21-1991 <br /> �' �_ ,� '� PUB�ic wor�Ks SEWER CLEAN—OUT �°`� <br /> ��?��VERET! ENGINEERING $ PUBLIC 6O4 <br /> =�' �!��'� SEr�VICES DEPARTMENT numbcr <br />