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HomeMy WebLinkAboutW-425002CITY OF RENTON WATER UTILITY NOTES CITY OF RENTON WASTEWATER NOTES WASTEWATER AND WATER DETAILS FOR 0 N 1 J J W co Q 7E Q O N O N 00 0) 01 a ry W W (n I w I rn Do 0 U z O in z a a- x 01 i Q) Q) 00 U) O O O 00 a w Utility Specifications later Utility Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 3. 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. For utility locates call 48-hour locators 800-424-5555. 4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting. 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical J joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C10S/A21.5-93 Standards. 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI/AWWA C1531A21.53-94 such that the portion of the fitting with a mechanical joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning counter clockwise (left). 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 601 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43- 655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, Y p tY Y r latest revision. 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. 17. PIGS shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, 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 representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. 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. 4. A re -construction conference and a 24 hour notice shall be required prior to starting P � P 9 new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved b the City of Renton Public Works Department shall take precedence PP Y tY P over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary P tY 9 sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the i as [aid. Chlorine shall be metered injected in accordance with Section 7- P Pe / J 11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. 20. A pre -construction conference is required prior to any construction. A minimum of five 5 working days notice is required for scheduling. O 9 Y �I 9 21. Twenty-four (24) hours notice will be required prior to starting new construction. 22. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction, 23. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City notifications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services twenty four (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. 27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department. 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint. 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com No. CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON DocuSign Envelope ID 345B681D-914F4F2D-AB59.7C192D3B78A3 RECESSED Not to Scale LIFT POCKET FRAME o 0 3/4" LETTERING "SEWER" 1 -D DIAMETER O U O 0 O SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 % 1 5 STAINLESS o STEEL REF PART p00981177 0 -3/16" 1 SEE NOTE 3 10-1/2" 5/8" SAND OR EXPANDABLE 4T = FOAM '" 11 /8" 2-1/4" BOLT DETAIL 45''1/5, BEND 14" 12-3 4' I I^ ---I I 19 �-P �O OJ CAST IRON RINGAND COVER P / PIPE MATERIAL A SPECIFIED S S EC ED v i//// G Y TH IN B E ENGINEER 45' (1/8) BEND NOTES, 1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A 8" THICK, S-0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT "' DEPARTMENT FOR SANITARY SEWER MAIN Martin PastucH�/zG/zoz URI'�-,1NA'.iSI�R,RARR9<90 DATE SANiTARY SEWER CLEANOUT [ NOT TO SCALE WATER PUN GENIERAL NOTES Starldetd Plea Nn. 300 1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE i-ATE5T EDITION OF THE CITY OF RERTON PUBLIC W011 STANDARD SPECIFICATIONS ANI) SPECIAL PROVISIONS AND WSDt7T / APWA STANDARD SPECIFICATI011 LATEST WITIOM AS AMENDED BY THE CITY OF RENTON. ASET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE JOR SITE W1­LfNEVERCONST1rJCfiON IS IN PROGRESS, A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRO TO THE START OF CONSTRUCTION. THE (alinnu TOR AND OR DEVELOPER SHALL BE RE5PONSI BLE FOR SECURING ALL NECESSARY PERMITS PRIOR 7000l6TRUCTION. Z ALL EXI9nRG UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOM. THE CONTRACTOR SHALL CALL 14800 424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR T31 E CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAlMAGfTI, AND "CATALOG CUTS' FOR ALL MATERIALS SHALL RE APPROVED I N WRITING 61 THE CnOF RENTON PROP TO BRMIGING AEIY MATERIALS ON-513E. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNES51ClASS 52 PER AW WA C 151 All C 104. PIPE JOIM5 SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FriTM655HJLLL BE CLA55250AS PER ANSI/AWWA C11D/A21-10-92. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH &MILBLAC7y TUBE -TYPE POLYETHYLENE PLASTIC PER AW WA C105 STANDARDS. 5. MINIM UM COVER FROM TO P OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DWA4ETER OF 104NCH OR LESS AHO 48 NCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATE! 164411G5HA111. BE 60 P4CHE5, Y 1 APPROVED R H ANY DEVIATIONS MUST BE AP RO ED BY THE CITY OF RENTON PRIOR TO CONSr UST ON. WHERE UTILITY CONFLICTS 00C1J R THE PROFILE OF THE WATE R MAIN SRALL BE ADJUSTED AS NECESSARY TO CLEAR CONFUCTS AND M PACYXE MIN11MI M COVER, PIPE DEFLECTION SHALL NOT EMCEED ONE-HALF OF PIPE MANVFACTURER'55nCIFICATI014 FOR SEE CIFPIPE USED. ALLTSEHCH BACKFILL SHALL BE CCMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE AEU PROCTOR T$T METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS,AND RS PERCENT MYJO N U PAVED AREAS. ALL PIPE ZONE COMPACTION SRALLI BE 95 MOD. G CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGN EO, INSTALLED AND POURED IN PACE N ACCORDANCE WITH ICTTY OF RENTON STANDARD OETAI LS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL 9EIFTITWGS AND BASE OF HYDRANTS. MEGA-LUG5(GRSIMIIAR PRODUCT[ MALYBEREQUIRED ONALL MECW,MCALJOINTS INAM1TYDNTO CONCRETE SLOMNG. T. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN I HROUGH THEM PRIOR TO BEING F1 Lil DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL M LONE IN THE PRESENCE OF AND 1JMM Ti F SUPERVISION OF A CITY OF RENTON UT€I STY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL A D REMOVE PLIM CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/BLOC:ILING FOR TESTING AND PURITY AOXIEPTANCE. NO CONNECTION SHALLUE MADE BETWEEN THE NEW MAIN OR BETWEENTHE NEW WET -TAP VALVETOFW EXISTING M UWM THE NEW PIPING HAS BEEN FOAM -PIGGED, DMNFECTED, FLUSHED, AND PASSED BOTH PRESSURE AM PURITY TEsnil 8. NEW WATER MAI NS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 13W P9 ABOVE VIICIl1 M PRESSURE WITH A MIN€MUM OF 225 PSI TEST PRESSURE FOR 12G MINUTES WT11{ A MAXIMUM OF 5 PSI PRESSURE 011111101P DARING THE ENTIRE TEST PE RICO. UPON SAT ISFACTOTLY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE 115INFECTFD, RITSHED, AND THEN WAIER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTI LrFY AND .MAiMENANCE OEPARTLNE NT.1 AT LEAST 19Y11C RIKINIC DAYS PRIOR TO MAKING CONNECTIONS TO TH E EXISTING WATER SYSTEM. THE CONTRACTOR SHALLEKNYIE THE Dui WATER MAIN AND FITTINGS AT THE CONNECTION PO€NT BEFORE ORDERING THE NECESSARY ADAPTORS Aill FTTTIll REGLill FOR THE FINAL CONNECTION, THE CONY RACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, &M PROVIDE &*31lJG AND ALL MATERUALS REQUIRED FOR THE CITY DF RENTON I D PERFORM T HE CONNECTION TO THE EX LNG WAI ER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE SLOCKING, AND COMPLETE SIJRFACI RESTORATIEW V Ii+. PLHi. � 4YV,V tvukK�' WATER PLAN GENERAL NOTES • d • JE:IIAR.WE,N'L' K{ARCFS 20T0 CITY OF RENTON WATER PLAN NOTES NOT TO SCALE 1 12:1 SURVEYED: RLH DESIGNED: ADB DRAWN: MMM CHECKED: JC REVISION BY DATE APPR APPROVED: ADB DowSign Envelope ID 345B681 D-914F4F2D-AB59-7C191 WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS 8 SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 108 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANC E OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIO R TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. 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 THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE I I DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAVERS WITH A LOOSE95PERCENT DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAVER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SOR 35, C900IC905 OR DUCTILE IRON CLASS 50 UNLES S OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALLT NO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION ETC. IT SH ALL ALL BE DESIGNED BY A PROFESSIONAL ENGINEER 1, G EER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR ST . PLAN - 413 •LT, PUBLIC WORKS WASTEWATER UTILITY •E �C DEPARTMENT APMart[n Pastuch LO/z6/z 20 STANDARD NOTES DATE CITY OF RENTON WASTEWATER NOTES NOT TO SCALE GREASE INTERCEPTOR SINGLE VAULT SYSTEM 600 - 7,000 Gallon System Dim "A" Clear Access Opening Contractor To Core Drill Hole IncFIeIE Plp° Grout Both Sid.. Kn7ckocot YO lJ o lo E A+ I I + I +� A o_ Precast DiMaer Draft o PLAN VIEW slot DETAIL 1 _ Both Side° Locking Frame & Cover r Vent Pipes Adp.t To Grade Air & Gas Tight 1 Optional 3 Places (2 Places On 577-GA) t1 ,Y �. nTYl ....a� Inp_ flan Tee r r�D. INLET Trokm----- i t OUTLET F L o I I I I v LJ 1, III Tee or l l T Elbow 1 � - Dim -E" FT` o E_ Water Depth ' 'a vl f l E Grout All Arountl Slo! Length en th Both Sides Len th 9 9 SECTION VIEW AA II®IIE���®I�I�I�I�I�IE�a�a Design Criteria: Uniform Plumbing Code - Appendix H Number Of Me- x Waste Flow x Retention x Storage _Copocity Per Peak Hours Rafe Time Factor In Gallons SCALE: 3/8 = V-0" B TaG�n9aw.w"tedka APi121118 131 Notes: 1. Concret<: 28 Day Compressive Stren9th ac = 7000 pal 2. Rebar. ASW A-615 Grade 60 3. Mesh: ASN A-185 Grade 65 4. Design: ACI-318-02 Binding Cod° ASTM C-857 "Minimum St-tural Design Loading For Untlerground Precast Coracle Utility structures" 5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO B. Fill w/ Clean Water Prior To Start -Up Of System 7. Contractor Supply & Install All Plng & Sampling Teas 8. Gray Water O Only, Black Wafer SM1all B.e Carriatl By Separate sia< sewer 01992-2016 Oldrastle Precast ROPOSED GREASE INTERCEPTOR NOT TO SCALE SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF VR RENTON Plonning/Building/Public Works Dept. GREASE INTERCEPTOR SINGLE VAULT SYSTEM 600 - 7,000 Gallon System Dim "A" Gear A-. Opening Contractor To Care Drill Or Knockout Hole In Field Pip° Grant Bath Sidea Knorkout Typ ical IL Precast Divider Draft 1'-0" o DETAIL 1 PLAN VIEW Slot Both Sid -Locking O ve nt Pipes 1 Optional Adjust To Grads Fram & Co- Air & Gas Tght 3 Places (2 Places On 577-GA) -1 FF 1 ,. a� o Inapeclion Tee �� €� Typmol OUTLET INLET �1 u I I I J I l ee U ar I�r� Elbow Dim "E,, o f � o f o 0 Water Depth 1 a E 0 Grout All Around, �501 2 Length Both 5iaea 1 Length 3 9 3 9 SECTION VIEW AA Design Criteria: Notes: Uniform Plumbing Code - Appendix H 1. Concrete: 28 Day Compressive Strength fc = 7000 psi Number Of Meals x Waste Flow x Retention x Storage _ Capacity 2. Rebar. A W A-615 Grade 60 Per Peak Hours Rate Tme Factor In Gallons 3. Mesh: ASTM A-185 Grade 65 4. Design: ACI-318-02 Building Code ASW C-857 -Minimum Structurol Design E 24.14 (6" IN) RIM = 30.49 Utility Structureyerground Precast Concrete 5. Loads: H-20 Truck Wheal w/ 30% Impact Per AASHTO IE 23.81 (6" OUT) RIM=30.52 7. tern Colto ntracroTo Supply r&r11 ln°t,All PipingTo Start-Uf& Sampling Tees 8. Gray Wafer only, Brock Water shod Be Carried By RIM = 30.4 7 Separate Slde Sewer WE 01992-2016 Oldcaatle Pretest, Inc. XISTING OIL/WATER INTERCEPTOR NOT TO SCALE ZURN. 112`41 -1/4[311] DIAMETER TOP HEAVY-DUTY DRAIN SPECIFICATION SHEET TAG Dimensional Data (inches and [ him ]) are Subject to Manufacturing Tolerances and Change Without Notice fd15 [3811 �QJ124 [3111� F-2 [511 1 [13] PR CONNEC I�A� ENGINEERING SPECIFICATION:ZURN Z541 12-1/4" [311 mm] Diameter top drain. Dura-Coated cast iron body with bottom outlet, seepage pan and combination membrane flashing clamp and frame with integrated trap primer and plug, with anti -tilt heavy-duty slotted duresist grate and suspended polypropylene sediment bucket. A- Pipe Size Approx. Grate Open In. [mm] Lbs. [kg] Area Scl. In. 1-1 2, 3, 4 [51, 76, 1021 51 [19] 30 [1941 6 [1521 52 [191 8 203 53 20 OPTIONS (Check/specify appropriate options) PIPE SIZE (Specifysize/type) OUTLET 'E' BODY HT DIM. 3 4 6[76,102,152]IC Inside Caulk 5-1/4 133 3 4 6[76,102,152]IG Inside Gasket 5-1/4 133 2 3 4 6 8 51 76 102 152 203 IP Threaded 3-3/4 95 2, 3, 4, 6, 8 [51, 76, 102, 152, 203] NH No -Hub 5-1/4 [133] 2, 3, 4 [51, 76, 102] NIL Neo-Loc 4-5/8 [117] PREFIXES Z D.C.C.I. Body and Top* ZN D.C.C.I. Body with Polished Nickel Bronze Top (Add 3/16 [5] to 2 [51 ] Dim and 3/4 [19] to 12-1/4 [311 ] Dim.) SUFFIXES -AR Acid Resisting Epoxy Coated Cast Iron -0X Dex-o-texFlange -TC Neo-Loc Test Cap Gasket -G Galvanized Cast Iron (2,3,4 [51,76,102] NL Bottom Outlet Only) -H Hinged Grate TG Tractor Grate -HP Heel -Proof Grate -TS Top Secured with Slotted Screws -LY (Less) Sediment Bucket -V Backwater Valve (See Z1099) -S Secondary Strainer -VP Vandal -Proof Secured Top -SA StabilizerAssembly(See Z1036) -WS Wide Slotted Grate (50 sq, in open) -SS Stainless Mesh Liner for Bucket -YC Cast Iron Sediment Bucket -90 902 Threaded Side Outlet Body Regularly furnished unless otherwise specified. (2, 3, 4, 6 [51, 76, 102, 152]) Zaire Industries, LLa I Sp-ifroation Drsrnage Operation Rev J 1801 Pittsburgh Avenue, Erie, PA 16502, Ph. B55-663-9876, Fax 8144 7929 Date: 10/16/2019 In Canada I zum lndastrraa Limrmd 7900 Gay Drive, Unit 10, Brampton, Onterio L6T 5W6, Ph. B77-892-5218 C.N. No. 14124E www.zurn.com Prod. I Dwg. No. Z541 AREA DRAIN DETAIL NOT TO SCALE 01CalKnow what's below. 0 l before you dig. ® Dial 811 S-425002 1 I W-425002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING aIL yqi 12/05/2023 WASTEWATER UTILITY jstowell 11 /27/2023 DATE: WASTEWATER AND WATER DETAILS 03/29/2023 FI ELDBOOK: Ei FOR PAGE: CHICK-FIL-A RENTON DRAWING NO, ® 375 RAINIER AVE S RENTON, WA 98055 Cg• STORE NO.:04249 SHEET: 13 OF: 20 N T O O O C� N V / M O O O CD I T r�i