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HomeMy WebLinkAboutS-194501N ti N. E. SUNSET B LVD- 1 q � PIPE % 8" ASTM C -14 EKIRA (CONCRETE) 6i0fi 8" ASTM C- b "S 8" CLASS 2400 (ASBESTOS CEM) 1 \ \ \ 6 "5 8" PVC D -3034, SUR 35 WITH ELASTOMERIC JOINTS AND /$/ Op S$$ BEDDING TO TOP OF PIPE. 1 n� i tB �-- /�I �4����i S GU i \ . ALL WORK MATERIALS SHALT, BE IN CONFORMANCE WITH THE STANDARDS AND n4j SPECIFICATIONS OF CITY Or RELAON AND APPLICABLE PORTION OF THE ® m q( I \ \ • MH ` -�" ' LATEST EDITION OF THE APWA STANDARDS AND SPECIFICATIONS. MINIMUM SLOPE FOR SIDE SEWER IS - 2%. ..FraC•$ . �tc.�rr \ \ � an/ sect / —TAiu �C- /2' E An/ 3tl , Pik 3 Lt y \ \ - ..v OW car 474;41'r ALL SIDE SEWER STUBS SHALL BE EXTENDED TO PROPERTY OR EASEMENT - 3 >Z` SToeN hFkYY 5 984 0 \ LINE AND MARKED WITH A 2 "X4" STAKE, PAINTED WHITE AND MARKED � — — — — — _ — — — — — — — _ — — —,. — — -- — — — — — -- — — -- — — — — — —1- — — — — -- "SEWER" AND DEPTH. - MANHOLES SHALL BE STANDARD. PLAN NO 34 WITH ECCENTRIC CONFS AND ��D b ~ P -G, tom' /P � SINGLE i' LIFT HOLE IN CAST IRON COVER FITTED WITH 3/4 0 X 2 1/2 " GALVANIZED CARRIAGE BOLT WITHG BURRED END TO RESTRAIN NUT. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIkATE, AND IT _ __ _... ° ��m -_ I ' -\ - C;� F ' =\ SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. ...j"-°"+� \� \• - -- — — - \R. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL � -- - `� /-\ Q NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA). Wo -- �\ INSPECTION WILL BE 9CCOMPLISHED BY A REPRESENTATIVE OF THE CITY. , -- �e IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY ;.N n' II ` '"-°� \ \ \ "Z. ADVANCE OF BACKFILLING ALL CONSTRUCTION. BACKFILL FOR STREET �\ - �• .\\ ,` \; ' `4 \ if - ` \ \ \ - CROSSINGS SHALL BE 5/8" MINUS CRUSHED ROCK. PIPE BEDDING SHALL BE PEA GRAVEL UNLESS OTHERWISE NOTED AND IN ACCORDANCE WITH LATEST EDITION OF APWA. FILL MATERIAL PLACED ABOVE \/ c PIPE SHALL BE COMPACTED TO 95% DRY DENSITY. y \ y \ \ \ SIDE SEWER STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME tp THE MAIN SEWER LINE IS TESTED. NEW CONSTRUCTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION IS FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. �- -- -- \ TV INSPECTION OF THE LINE IS REQUIRED _ � \ °"'� _ �"'�• �� � ° POT HOLE SEATTLE WATER MAIN AND VERIFY TOP OF PIPE ELEVATION PRIOR TO COMMENCING WORK INORDER TO VERIFY WHICH ALTERNATE TO CHOOSE. HAVE NEEDED PARTS ON HAND FOR DROP CONNECTION IN CASE THAT IS THE ALTERNATE CHOSEN. -� - - --