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HomeMy WebLinkAboutS-3196052 Z U w C3 W L I �- i I i L1� CL M CL err . Mr. V% IL 910% wV-%0% .aJil rda rr w i m I. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 2. All work material shall be in conformance with the standards and specifications of the City of Renton Plonning/Bulding/Public Works Department and the 1996 edition of the WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans alt Specifications. A set of approved plans shall be kept on site at all times during construction. 3. 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 Deportment, and 911 shall be notified 24 hours in advance of any work in the right of way. 4. All locations of existing utilities shown ore 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. 5. An approved Troffic Control Plan is required to be submitted at the Pre - Construction meeting. 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 Beal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical pint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI /AWWA C105/A21.5 -93 Standards. 7. Cost 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 hove 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 pints 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 C153/A21.53 -94 such that the portion of the fitting with a mechanical joints) 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 vales shall be iron body, bronzed - mounted, double disc with bronze wedging device and 0 -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 do 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 pint 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 cost iron threaded cops with operating nut of the some design and proportions as the hydrant stem nut. Cops 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 adopter shall be forged and /or extruded 6061 -T6 aluminum alloy, hordcoat 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 adopter 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, 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 Standard Plans do Specifications 7- 11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. SECTION A T ,23 N, R 5 E 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 pipe as laid. Chlorine shall be metered/injected in accordance with Section 7- 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. 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 hove been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except wet tops, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials ore 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 contractors responsibility to notify Development Services twenty four (24) hours in advance of backflling all construction. The contractor, as well as the engineers, shall keep os -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 sowcut to a minimum depth of two (2) inches. Oil mat streets may be spode 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 pint. 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. BENCHMARK: FOUND CONCRETE MONUMENT WITH 1 1/2" BRASS DISK IN CASE AT INT. UNION AVE. N.E. do N.E. 12TH ST. (S.E COR. SEC. 4, T23N.. R5E.) ELEVATION - 415.95 U.S. FEET. 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S OFILE _ I - -2 I'Z . WER PR Cramer Northwest Inc. ENGINEERS, SURVEYORS & PLANNERS , ___ 945 N. CENTRAL, STE. #104, KENT, WA 96032 (253)852 -4880 (local) or 1- (800)251 -0189 (foil fro*) (253)852 -4955 (fax) E -MAIL: cnl0cram•rnw.com dift FV 5- 3 /9vo5 ti I SE1 rER NOTES 1. All work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Specifications. 2. All construction shall be in accordance with 'Standard Specifications for Municipal Public Works Construction' prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 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. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 54 It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 6. Plans approved by the City of Renton, Public Works Deportment shall take precedence over all other plans. 7. A copy of these approved plans must be on the job site whenever construction is in progress. 8. The contractor shall provide the City of Renton with an o3-built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9. Backfdl 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 some as described. 10. Open cut rood crossings for utility trenches on existing traveled roadway sholl be bockfiled with crushed rock and mechanically compacted. Cuts into the existing asphalt shalt be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately otter backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. 11. Datum shall be City of Renton, 1988 NAVD. 12. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Deportment for the prevention of on -site erosion after the completion of construction. 13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for Rood and Bridge Construction. 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. 14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gosketed ASTM D 3034, SDR 35, or ductile iron class 50. 15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade. In paved area, cover must slope in all directions to match paving. FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M do H 929. - MUELLER SUPER CENTURION 200. AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. _\ 5-1/40 MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4" SEATTLE THREAD X 5" STORZ. ATTACHED WITH 1/8' STAINLESS STEEL CABLE. 1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO BE i P PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATI VE PAINT No. 5780 -563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR MAX 4" APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. MIN 2 "� FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 1 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FiT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 /PAGE 8090). RAISED PAVEMENT MARKER TYPE 88 A8 L.,..61._._ - - STIMSONITE TWO -WAY BLUE. 0. 42" MIN CONCRETE BLOCKING BURY CONCRETE BLOCKING .. 1, . I O s ., - \ ' ' - CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. I \ N 6" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8" x 4' MININUM UNDER HYDR NTK 1/3 LEVEL ALL GROUND CU. YD. WASHED IN ROCK (3" TO 3/8 ") MIN 3' RADIUS FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND 1 5" STORTZ MIN 3' RADIUS 6 1 • ONE MAN ROCK • 1 6 Elul FILL FIRE HYDRANT ASSEMBLY DETAIL bYDRANT LOCA110N IN CUT OR FILL ADOPTED CITY OF RENTON \���' STANDARD PLANS •( LST DATE: 12/96 6/4/03 ADD WATEROUS do CHANGE PAINT MANUF. LC AG DATE REVISION I BY APPR DWG. NAME: 8824 SP PAGE: 6102 FIRE Nrs CONFLICT NOTE THE CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON HORIZONTLiLL ANA VERhCAALL LLOOCAA77ON PRIOR 0 CONSTRUCTSURVEYING I. E SHALL INCLUDE CALLING UTILITY LOCATE O 1- 800 - 424 -5555 AND THEN q8THOLING ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARL4710N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HYDRANT `" �` "' C1TY OF 4� RENTON Drw1TUM Plonning /Building /Public Works Dept. . . __ __ ]..�_ r do r ROLL 200 0 F RrG412 BY: L; RECOMMENDED FOR APPROVAL DATE: DATE: DATE: BY: DAIS: MM DALPAY SHORT PLAT 9-28-04 FOR JIM DI4�PAY ^°°'°°'° WATER 8 SEWER PROFILESMOTES 5 FIRE HYDRANT DETAIL I Uff. 5 W. � .,Q a , e,4.1 - 3 ., f4a 0 a Al- NIN NIN A A. s- 3/f4wo5 f r 14 1W 07 I - S CNW LSK o LSK aw em a ruu � I ow ow MOM 0 000""may °1e01w0` SK N0. REMSION BY it DATE APPR I HYDRANT `" �` "' C1TY OF 4� RENTON Drw1TUM Plonning /Building /Public Works Dept. . . __ __ ]..�_ r do r ROLL 200 0 F RrG412 BY: L; RECOMMENDED FOR APPROVAL DATE: DATE: DATE: BY: DAIS: MM DALPAY SHORT PLAT 9-28-04 FOR JIM DI4�PAY ^°°'°°'° WATER 8 SEWER PROFILESMOTES 5 FIRE HYDRANT DETAIL I Uff. 5 W. � .,Q a , e,4.1 - 3 ., f4a 0 a Al- NIN NIN A A. s- 3/f4wo5 f r