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Home My WebLink AboutS-143108�n a" FORCE MAIM 4 -O" OR WATER MAIN MIN. �.- --- 4 BARS •. i 9 1 a .A` CONC. WING WALL 4" PV, C. DRAIN PIPE ON UPHILL SIDE WITH 5 CU. FT. I''Az" DRAIN ROCK `o1 PIPE ANCHORAGE & BLOCI J G NJ. T. S. 5 N i WING WALLS ' - -� 4" P.V.C. DRAINLINE5 S= 27. MINIMUM TIGHTLINE TO OUTFALL m VARIES - 10` -0" MIN. UJ � uJ z TRENCH DRAIN DETAIL d N.T. 5. FOR WING WALL LOCATIONS SEE PLAN SHEETS E THROUGH Co s° FLAN4E MANHOLE FRAME. � COVER OLYMPIC FOUNDRY NO. 5911 OR EQUAL 3' SQUARE CAST IN PLACE CONCRETE COLLAR \ a "- 45° LONG RAD. C.I, - BEND M.J. - FL. a u eC U) V DUCTILE IRON PIPE v LENGTH AS REQ'D. 2 i 8" - 45° LATERAL p I FLOW f - -- - -4*.. FLOW FORCE MAIN FORCE MAIN SEWER PIPE �I 5EWER PIPE PROVIDE CONCRETE THRUST BLOCK 3 FORCE M&N CLEAN OUT ASSEMBLY 15 NJ, T. S. CALM,, STL � HOLD DOWN CL.1 P 5WPIA. ANCHOR BOLT NUT£ XAS[ -IE:(2. e 24'164 ' '/t' DIA. }REBAP, GLASSED _rO HOLD IOWN LIP q NCLOSURJ HOLD DOWN :DETA.1.L 8 NTS, -- �_ r�,VtF�cfrr�• �o v9G ✓F �/G 20 ° P✓7 -G /yE � Q`� --=t\ Tif-PPr�D PL114. �t / 1 ' G4 ��EV��p ,DUMP V�Ly�rtlC°-r ��Tr"r /Cs MIN: CLEARANCE 3' -O" EACH SIDE CITY OF RENTON STD. HYDRANT SEE SPECIFICATIONS G BACKFILL WITH C7 0 CRUSHED -ROCK -- OI 10 A-1 `4 /N 1� MINI »-EXIST, DITCH INSTALL 12 L.F. iZ "C.M.P. CULVERT IN EXISTING DITCH FIRE, HYDRANT IN CUT IN5TALL @ COMPACT CRUSHED ROCK TRANSITION FROM NEW ASPHALT EDGE TO EXI5TING ROAD SHOULDER CZ' WIDTH) EXISTING ASPHALT PVMIT. NEW V CLASS "6" A5PHALT OVERLAY OVER EXIST, ROAD FOR TRENCHES INSTALL AND COMPACT Co" CRUSHED ROCK 5 /8•' MINUS RESTORE SHOULDER WITH CRUSHED ROCK WHERE I DISTURBEp := 4j i= NOTE: PAVEMENT MARKING TO BE DONE BY THE J CITY OF RENTON E Q i NEW S' WATER NEW B" FORCE MAIN r RmO,AQ RESTORAtIO`N- YPIC L S- CTI'ON N.T. S, I UAr.nne�n GENERAL NOTES 1. All work materials shall be in conformance with the standards and specifica- tions of the City of Renton Utility Department Pad the latest edition of the APWA Standards and Specifications. 2. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI _ Spec's A -21 -51 -1976 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to ANSI A- 21 -4 -74 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. 4. All fittings to be cast iron, cement lined, Class 250, unless otherwise specified on drawing conforming to ANSI Spec. A -21 -10 -1977, ANSI A -21 -11 -1977 or latest revision. All fitting joints to be mechanical joint or flanged. Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be 125 lb. configuration, unless otherwise specified on drawing. 5. All water main 10 inches and smaller to maintain a minimum cover of 36 - inches below finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, water mains are to be lowered to clear. 6. All water mains shall be pressure tested and disinfected in accordance with -. the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a repre- sentative of the City of Renton. 7. A preconstruction conference and twenty -four hour notice will be required prior to starting new construction. j 8. It sha11 be the contractor's responsibility to secure all necessary permits prior to starting construction. - . 9. Installation of corporate stops, water services, lines and meters to be accomplished by the cchtractbt-. 10. All connection to existing mains to be accomplished by the City of Renton. All necessary excavation and materials to be supplied by the contractor and be on -site prior to City notification. 11. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 12. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie -in. Z" P.V.C. -SLOPE : A " /FT. Z" MIN —�- 12� ` �— COM5IUATION DRAIN TRAP W(2" HUB OUTLET f 7" INLET GRATE J05AM NO, ZGO OR EQUAL 7 FLOOR DRAIN N.T.S. 9.5,14,5, APPROVED I" CROSS CONNECTION CONTROL DEVICE BUfLDING WALL I" 90" BEND- - STRAINER I" GLOBE VALVE II' /z" x I7' /i` CONC. METER BOX W1 3 /I6" STEEL -ANGLE DIAMOND PLATE COVER EQUAL TO FOG PATTERN WATER METER STOP TITS METER SEAL CO. ID METER BOX HOSE 151E W(LOCK WING FOR _ COPPER SERVICE 50 °BEND WATERMETER COUPLING EQUALTO MUELLER FOR COPPER SERVICE EQUAL TO CO. N ' 14Z55 MUELLER CO. H - 14200 DRAIN — PIPE FITTINGS ABOVE O € BELOW SLAB- ALL —..{f BRASS tVF " I" 5ERVICE TO CORPORATION STOP IRON PIPE HOSE BIB @ THREAD FOR COPPER 5ERVICE I i9? �? I" BRASS e `' ai (TYPEpK'COPPER EQUAL To MUELLER CO. H 15025 I45TALLED DIRECTLY INTO DUCTILE IRON PIPE I f ILZ" FN/.C, DRAIN WATER METER TO I" BRA55 COMPRESSION / BE SUPPLIED BY v ° /� COUPLING, FORD OR EQUAL — CITY / i "TYPE K SOFT COPPER TUBING \—METER .BOX W/ROCK POCKET .SUMP LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE \ SLACK IN COPPER SERVICE LINE TO METER 1" BRASS CUFiB STOP WI BRAIN — DUCTILE IRON WATER MAIN SERWCC_COI�iEC'fiLQ1 BaCKFL ®W PREYENIR AND P, E, CING DETAIL -- N. T. S. \� (LOCATE AT S.W. CORNER OF PUMP STATCON) 3 RECORD CONSTRUCTION DRAWING