Loading...
HomeMy WebLinkAboutS-334303CIS (o •+ 0 Co CD i rte+ co r �C Z I o (e) O C 0 a n r 0 1••x'4 in OO 3 U W � D_ M m rn c .a 'c 0 D_ is n 13 Z O Ei Water Utility Notes and Specifications 1. 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 Planning /Building /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 & 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 Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 4. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verity 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 Traffic 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 seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI /AWWA C105/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 C704/421/4 -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 C153/A21.53 -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. B. Gate vales shall be iron body, bronzed - mounted, double disc with bronze wedging device and 0 -ring stuffing box (ANNA 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. 91 Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C- 502 -55 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 some 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 6061 -T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be ' molded rubber gasket, and shall be v synthetic Storz ca to have metal, no gasket to weather. S p y 9 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, 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 & 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 pipe as accordance with Section 7-11.3(12)E or 7-11.3(12)F of Chlorine shall be m etered injected in laid. metered/ injected 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 contractors 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 contractors 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. M Surface Water Drainage Notes and Specifications 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. All construction shall be in accordance with the current Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 3. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is in progress. 5. Datum shall be NAVD 88 unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations ore as noted on the plans. 6. All sedimentation /erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on -site erosion has passed. 7. All retention /detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. B. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 9. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7- 02.3(1) of the current State of Washington Standard Specification for Road 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. All pipe bedding shall be APWA Class "C with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D- 1557 -70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning /Building /Public Works Administrator. f roadside ditches where required, d shall be of sound erosion protection o 14. Rock for q P quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and /or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 17. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, floggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1 -07 -23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). EROSION CONTROL 19. All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 20. All required sedimentation /erasion control facilities must be constructed and in operation prior to land clearing and /or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and /or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion /sedimentation control systems shall be the responsibility of the permitee. 21. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the perritee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 22. Approval of this plan is for erosion /sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictom, channels, or retention facilities. 23. During the time period of October let through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un- worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 24. In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the permitee, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 25. For all erosion /sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 26. A temporary gravel construction entrance, 24 feet x 50 feet x B inches of 4 to 6 inch quarry spolls shall be located at all points of vehicular ingress and egress to the construction site. Sanitary Sewer Notes and Specifications 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 contractors 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. 5. 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 Department 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. B. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9. 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. s 10. Open cut road crossings for utility trenches on exi : s Ling traveled roadway shall be backrilled with crushed rock and mechanically compcted. Cuts into the existing asphalt shall be neabine cut with saw in a continuous line. A temporary mix patch must be placed immediately after 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. NI 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. 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 Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as d bedding material to uniform grade so placement and compaction of requre g 9 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 gasketed ASTM D 3034, SDR 35, or ductile iron class 50. 15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 area cover must sloe in all directions inches above finished grade. In paved p to match paving. zft s: z� ;oQ PATCH SURFACING TO MEET AND MATCH EXISTING. MINIMUM SECTION TO BE 3" A.C. PAV'T CL 8 OVER 4" CRUSHED ROCK BASE NOTES: 1. PROVIDE 4" SAND BLANKET BEDDING FOR RIGID PIPE 2. ALL TESTING OF BACKFILL AND COMPACTION SHALL BE IN CONFORMANCE WITH ASTM D -1557 T -PATCH ROAD RESTORATION DETAIL NOT TO SCALE 2" COMPACTED DEPTH CLASS V A.C. PAVEMENT PLACED IN 2 LIFTS 6" COMPACTED DEPTH CRUSHE SURFACE COURSE g° 8 a 0 00 0 fv000, 0 0oa °o 000 °� 00$ o00oo °00 0 00 0 0r� 0ago m oo db ° 0 0 0 00° 090 o0S0 00 0o db 0 ° o° oo do TYPICAL PAVING SECTION (ON SITE) NOT TO SCALE 5- 334303 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: /06 CITY OF RENTON _ I 1:>EPAF1 TMENT OF= PUBLIC WORKS Notes and Details DESIGNED DAB 1/10/06 RENO DRAWN STS - D7 CHECKED SCAT E AS SHOWN f$D Iu APPROVED _..� GO: w-55450Z "ANNFp JUN 22 9(0] 5 33430 }(.SCAN 5 of 7717 ' STRUCTURAL FILL MATERIAL COMPACTED ((�� o`DO Oaf �o`Z7'o TO 95% OF MAX. DENSITY O Q O O O O n„ r �o o � VARIES SUBGRADE OR STRUCTURAL 0.'�(1 O��o�(-- FILL MATERIAL COMPACTED TO 90% OF MAX. DENSITY ���,�,o o`iT" o'"C CQ G,35 o O O O O M•.:.. GRAVEL BACKFILL FOR o ' PIPE BEDDING COMPACTED TO 95% OF MAX. DENSITY %\ NOTES: 1. PROVIDE 4" SAND BLANKET BEDDING FOR RIGID PIPE 2. ALL TESTING OF BACKFILL AND COMPACTION SHALL BE IN CONFORMANCE WITH ASTM D -1557 T -PATCH ROAD RESTORATION DETAIL NOT TO SCALE 2" COMPACTED DEPTH CLASS V A.C. PAVEMENT PLACED IN 2 LIFTS 6" COMPACTED DEPTH CRUSHE SURFACE COURSE g° 8 a 0 00 0 fv000, 0 0oa °o 000 °� 00$ o00oo °00 0 00 0 0r� 0ago m oo db ° 0 0 0 00° 090 o0S0 00 0o db 0 ° o° oo do TYPICAL PAVING SECTION (ON SITE) NOT TO SCALE 5- 334303 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: /06 CITY OF RENTON _ I 1:>EPAF1 TMENT OF= PUBLIC WORKS Notes and Details DESIGNED DAB 1/10/06 RENO DRAWN STS - D7 CHECKED SCAT E AS SHOWN f$D Iu APPROVED _..� GO: w-55450Z "ANNFp JUN 22 9(0] 5 33430 }(.SCAN 5 of