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HomeMy WebLinkAboutS-234502wwwIaLLIAMSBERG CONDOMINIUMS co D SANITARY SEWER LIFT STATION DESIGN z m ow O ---- ---- ----- GENERAL NOTES 0 0 1. THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. 0 ti 2. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE w :3 . CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICA TIONS, U.B.0 (1994 EDITION), AND -- ----- THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. m 0 �wc U) DUPLEX L PANEL UUIL c P� 3. A PRECONSTRUCTION CONFERENCE AND TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. < CEME OACRE��PAD 4. THE CO TRACTOR SH L SECURE ALL NECESSARY PERMITS PRIOR TO STARTING N AL 180 PVC VENT ING CONSTRUCTION, AND OBTAIN ALL BUILDING DEPARIMENT INSPECTIONS DURING T HIGH VENT L kTION REPRESENTATIVE OF THE CITY OF RENTON, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION, SOME OF THE INSPECTION WILL BE PERFORMED BY A REPRESENTATIVE 24 HOURS IN ADVANCE OF ANY BACKIFILLING OF CONSTRUCTION. 0 z 5. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE LIFT STATION OPERATION F- LOW VENT ILTATION,, UNTIL THE PROPOSED STATION IS ON-LINE AND ACCEPTED IN WRITING BY THE < CITY OF RENTON. 0 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING SYSTEM NEEDED _j lie IT AS REQ'D. TO KEEP THE EXCAVATION SITE DEWATERED. THE DEWATERING SYSTEM WILL BE EXPLO OF JUNCTIO1 B0\ \ ACCORDING TO THE GUIDELINES OF THE 1994 WSDOT STANDARD SPECIFICATIONS � 7; j i SECTION 1-09.06. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING METHOD I OF STORMWATER REMOVAL AND CONTROL TO KEEP EXCAVATION PITS DRY. 5­ LY PIPE 55L"DR I I TO 150 PSI 35 PV 0,1 AA % JO BE RATED TO T50 P I (MIN. ) TYP.. H #2 4 PFF ST W E 2 jMANHU W 125± 4, R IE-57.7 PVC1. lE=54. 0 F t—L w TRASH RACK ALL JOINTS AND FITTINGS SHALL BE RATED TO 150 PSI (MIN.) TYP. D c< c _1_v1 TU ROCKERY LD cf) 0 'NC S127911 __0LN pRIVE NE Ld W _64-T POLY PIPE RATED z w E 0 0 -2NIS! -COUPLING PSI (MIN) -A (D ZMEE DETAIL ME z - — - — - -- Ljj T., 0 10-87 SDR 35 PVC 0 2% MIN. A. -d EXIST. SAN. SEWER MANHOLE 0 10 20 40 RIM=78.33 I !E:,700:36 lr"Z 'N� E NOTE: o o 21143 IE=70.60 8_PVC W NEW) THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAIN PREPARED BY 'ONAL 0, SCALE 1'=20' Ids KUSSMAN ASSOCIATES ARCHITECTS AND IS FOR SANITARY SEWER LIFT STATION DESIGN ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, CURB EXPIRES: 9-24-1990 STOPS, BUILDINGS, PARKING LOT ENTRIES/EXITS, PARKING STALLS, LMO] WHEELCHAIR RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE ARCHITECT'S FULLY DIMENSIONED SITE PLAN. CITY OF RENTON - DEPARTMENT OF FUE3L_I1-_ VV<DFIKS AM CIIIIMC UNDSWROON casu. Call NOT - EmNG UTILITY unArm mm HEREON ARE APPROXIMATE ON before you IT SHALL BE THE CONTRACTORS RESPORSIBLITY TO DErERMR& THLEY. D(ACT VERTCAL M:HORIZONM LOCATION OF ALL DUSTING UNDER- E ST 98 RLE NO Dj g GRDUND UTILITIES PRIOR TO COMMENCING CONSTRUVION. NO UP REPIZESUfTATION IS MADE THAT :ALL: EaSTINIG UTILITIES ARE SHOWN DRAWN - - HEREON. THE DIGIINEER ASSUMES: NO RMPONSIBIRM FOR unU11ES 1, 1�11 Si RELD BOOK wwp_j 1-800-424-_1;5W NOT SHOWN � OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. REVISED PER CITY OF RENTON REVIEW ST FACE UNDERGROUND SIONCE OUSA) CALL 813DRE YOU DIG: 1 -BOO- 424 -5555 FEVSON DY APM DAIS A"ROVED � *t� O 0 41. (A IrF