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HomeMy WebLinkAboutWTR2703604_5Environmental Control Plan (SPCC & WPPP) Table of Contents Introduction 2 Plan Elements 2 Site Information 3 Management Approval 4 Site Description 4 Planning and Recognition 4 Spill Prevention & Containment 5 Spill Response & Control 5 Notification & Reporting 9 Program Management 1 1 Attachment A — D 12-23 1.0 Introduction The objective of the B&B Utilities and Excavating, LLC (referred to as B&B in this document) Environmental Control Plan is to establish proactive measures for spill prevention and sediment and erosion control. The Environmental Control Plan combines the Spill Prevention, Control and Countermeasures Plan (SPCC) and the Water Pollution Prevention Plan (WPPP.) This plan also establishes contingency measures to ensure containment and proper clean up of spills and discharges of regulated materials during construction activities. All persons working on the site will be given a presentation of the information, instructions, and emergency response procedures contained in this plan during weekly site safety meetings. A map showing defined project areas and locations of spill response equipment will be posted in all vehicles and equipment on the site. Any future revisions to this plan will be presented to all site personnel. 2.0 Plan Elements This plan has been prepared by B&B to satisfy the contractual specifications with the owner of the contract that covers the equipment, materials, and activities specific to SE 5th ST AC Water Main Replacement Project; CAG-12-056. Federal Regulations governing the requirements of fixed facility SPCC plans are found under 40 Code of Federal Regulations (CFR) 110 and 40CFR 112. The state regulations regarding fixed facility SPCC plans are found under WAC 173-181. These regulations were used as guidelines for the development of a SPCC plan to be used on the job sites. Environmental Control Plan — SPCC & WPPP May 2012 2 3.0 Site Information Name of Project SE 5th ST AC Water Main Replacement Project; CAG-12-056 Type of Project Water Main Replacement Project Location SE 5th ST & Newport Ave Renton WA Site Plan See Attachment `D' Summary of Potential Known site contamination sources: Spill Sources • Equipment and Materials brought on site. • Fuels to be brought on site: Gas, Diesel, Hydraulic Oil, and standard Motor Oil • Fuel Tanks will be stored on support vehicles • All non-flammable chemicals will be stored in manufacturers approved containers. Unknown conditions are: ■ Sub -Soil Conditions Primary Contractor B&B Utilities and Excavating, LLC 23431 45`h Ave SE Bothell WA 98021 (425) 398-5906 Contractor Personnel Glenn Butcher Jeff Brown Cell (206) 423-0563 (206) 406-0504 Office (425) 398-5906 Office (425) 398-5906 Fax (425) 402-6936 Fax (425) 402-6936 E-mail Glenn@bbutilities.com E-mail Jeff@bbutilities.com Signatures Environmental Control Plan — SPCC & WPPP May 2012 3 4.0 Management Approval The Environmental Protection Plan is supported by management with the authority to commit the necessary resources included manpower, equipment, and materials to expeditiously control and remove any harmful quantity of oil of hazardous substances released to the water or land of the State of Washington. B&B owners, Glenn Butcher and Jeff Brown, will have overall responsibility for this plan and its adequacy. As necessary, the Project Superintendent, Glenn Butcher, will review the contents of this plan with other personnel and develop the site -specific attachments. The Project Superintendent will provide resources necessary for full implementation. The B&B owners will be responsible for ensuring compliance with this plan on a daily basis. These individuals will conduct regular inspections of spill response supplies. The Superintendent has the authority to enforce appropriate disciplinary action when the requirements of this plan are not being followed. In the event of a site emergency, the Project Superintendent will be designated as the Site Emergency Response Coordinator. As Site Emergency Response Coordinator, the Project Superintendent is required to contact emergency response (HAZMAT) teams, local fire and police departments, the Owner's representative engineer and the local hospital in the event of an emergency. The contact should be established at the beginning of the project, prior to an emergency event. Aspects of this plan will be included as a normal part of daily safety briefings. The B&B responsibility for the spill plan will include notifications of a spill event, documentation and corrective action submittals to demonstrate the spill has been mitigated. B&B will inform the emergency response services, including local fire and police departments. B&B will furnish lead responses agencies with a copy of the Plan, as necessary. B&B will encourage representatives of the local fire, police and HAZMAT teams to visit the site with regard to their needs such as access, utilities, etc. 5.0 Site Description SE 5th ST AC Water Main Replacement Project; CAG-12-056 consists of the before mentioned sewer main installation. 5.1 Method to Construct Project Please reference the baseline schedule. 6.0 Planning and Recognition Environmental Control Plan — SPCC & WPPP May 2012 4 6.1 Temporary Erosion and Pollution Control Work Plan B&B intends to place erosion control measures as a first order of work and prior to any grubbing or excavation construction activities. These include: • Install silt fencing and construction fencing as specified on the contract plans and as directed by the engineer. • Control measures will be taken prior to the start of earthwork operations. Construction activities and sequences will be designed to mitigate erosion carried by surface water run- off. • B&B will install and maintain all erosion control items indicated by the erosion control plans and as directed by the onsite engineer. 6.2 Spill Prevention, Control and Countermeasures Work Plan Potential Spill sources include: • Equipment and Materials Brought on -site • Construction Equipment (Hydraulic & Engine Oil, Diesel) • Dump Truck & Delivery Truck (Diesel, Engine Oil) All flammable materials will be stored in accordance with WISHA and MSHA safety requirements. Personnel performing fueling and maintenance at the maintenance area will be responsible for assuring small, incidental spills of diesel, gasoline, oil or grease are promptly cleaned up and disposed of in accordance with this plan. B&B anticipates fueling equipment from a service truck eliminating the need for the fuel storage area. No refueling will be permitted within 50 feet of sensitive areas. 7.0 Spill Prevention and Containment Site activities do not require the storage, transport, or use of large quantities of Hazardous Materials on site. Small quantities of diesel fuel, gasoline, lubricating and hydraulic oil and grease may be stored on site. At a minimum, containers will be stored in secured areas. For larger quantities, a secondary containment cell will be constructed with a capacity of 1.5 times the maximum product storage. Typical containment construction involves earthen berms lined with 10 mil reinforced polyethylene, secured at the perimeter and continuous across the cell. Small amounts of diesel, gasoline, oil and grease (less than 100 gallons each) if needed, will be stored at designated equipment maintenance areas with secondary containment as necessary. 8.0 Spill Response and Control 8.1 Communications B&B will utilize a variety of communication devices for both on and off -site communication. These devices will include two way radios, hand signals, air horns, line telephones, and cellular telephones. During a spill emergency, radio and cell phone communications will be the primary means of communicating on site and all nonessential radio and cell phone communication will cease. On -site and support personnel will continuously monitor radio and cell phone communications during project work hours. Environmental Control Plan — SPCC & WPPP May 2012 B&B will have information relating to this Plan in a binder in the supervisor's vehicle onsite. Information will include: Information Notices: • Emergency telephone numbers for local fire department, hospital, police and other emergency services as appropriate. • Name and telephone number of the key project personnel Site Map with: • Locations and diagrams of emergency and spill response equipment • Defined project areas • Locations of drains and surface water Procedural Guidance: • Procedures for potential overexposures • Alarm signals for proper responses 8.2 Emergency Response "Emergency Response" means a response effort by designated responders other than B&B personnel (i.e. local fire departments, HAZMAT teams, specialized response contractors, etc.) to an incident that is likely to result, in an uncontrolled release of hazardous substance or other site emergency such as a fire or explosion. The Project Superintendent will determine whether a spill or other event requires outside emergency response and shall have sufficient training in the role of first responder (WAC 296-62-3112.) In the event of a site emergency, B&B and their subcontractors will evacuate their employees from the danger area and will not permit any of their employees to assist in handling the emergency beyond notifying the proper authorities of the situation. In the event of a spill response is required due to the following contaminating the site grounds; equipment and material brought on site, fuels brought on site (gas, diesel, hydraulic oil, and standard motor oil), fuel, all non-flammable chemicals, the following response procedure will be implemented. In the event of an emergency situation and/or significant spill of hazardous material, an air horn will be sounded for approximately ten seconds indicating the need to evacuate. Three short blasts from the specific location of the emergency exit area will indicate the location of that area. In addition, a broadcast will be made over the two-way radios that an evacuation is required. All field personnel in both restricted and non -restricted areas will evacuate and assemble at the specified location. The location will be upwind of the situation if at all possible. The Foremen will do an accounting of all on -site personnel. Environmental Control Plan — SPCC & WPPP May 2012 6 As the safety of all field personnel is being established, the Project Superintendent, will assume the role of Site Emergency Response Coordinator. The Site Emergency Response Coordinator will, in order of priority: 1. Ensure the spill area has been evacuated 2. Initiate efforts, using B&B personnel, to cordon off the spill and downwind the impacted areas. 3. Spills above navigational waters will be contained using containment booms or other absorbent material. 4. Notify the appropriate emergency/spill response agencies, via telephone. When making the report provide the following information: a. Name and number of person reporting the spill. b. Location of the spill c. Type of material spilled d. Quantity and concentration of the spilled material e. Known resource damage f. Cleanup status g. Company name and project name h. Notification of any explosion or fire i. Nature and extent of any injuries Spills resulting in releases surface waters, sewers or other waters of the State will b also be reported to the Washington State Department of Ecology, Northwest Regional Office. Contact the B&B Division Foreman or equivalent Company Official. Notify B&B owners Remain on site as B&B Emergency Response Coordinator to perform other actions as needed until response activities are concluded and post emergency response operations are determined. 8.3 Incidental Releases Response to small scale, short duration incidental releases of regulated substances where the substance can be absorbed or otherwise controlled at the time of release by B&B, are not considered as emergency responses within the scope of this plan. Responses the release of substances where there is no potential safety or health hazard (i.e., fire, explosion, or chemical exposure) is not considered to be emergency responses. Once a release is cleared and classified by the B&B Project Superintendent as incidental, B&B personnel may use absorbent materials such as vermiculite, sand, commercial absorbents, etc, to prevent further spread and aid recovery. Cleanup will be conditioned by B&B employees in accordance with appropriate safety and health training made necessary by the tasks they are expected to be performed such as personal protective equipment and decontamination procedures. Personal protective equipment shall include tyvek or poly -coated yellow tyvek, rubber steel -toed boots that can be decontaminated, disposable chemically resistant nitrile gloves, hard hat and safety glasses. Incidental releases do not include such spills that will result in the requiring of respirator use. All used cleanup materials, including absorbent and PPE will be collected in bags or drums for proper disposal. Environmental Control Plan — SPCC & WPPP May 2012 7 If B&B spills contaminated soil during on -site excavation, stockpiling or transportation activities the following steps will be taken to mitigate the spill: • Stopping the release and eliminating the source • Reloading the spilled material into a transport vessel (dump truck or loader for larger spill, wheelbarrow for small spill) • Transporting to the stockpile, or in the case of stockpile spill, moving the contaminated soil to a new stockpile • Sampling and analyzing subsurface soils contact by the spill • Excavation, transportation and disposal of any affected soils • Immediate notification of Valley View Sewer District. • All other work in the affected area shall be stopped If there is an accidental release of a hazardous substance into the storm water systems during construction activities the following steps will be taken to mitigate the spill: • Stopping the release and eliminating the source • Containing the release with spill containment booms or absorbent pads or by berming/diking. • Replacing the spent absorbent material until the substance has been removed from the water surface. • Sampling and analyzing the local surface of water. All spills on site whether created from a hydraulic hose break, dump truck spill, fuel spill, etc, will be collected and disposed by B&B personnel. 8.4 Emergency Equipment B&B will maintain a supply of hazardous waste spill response equipment stored on site. The equipment will be designed to stop or slow a significant spill until the appropriate agency spill response team arrives on site. The spill containment materials will be stored in 55 gal drums or spill kit drums in a designated area. In the event of a spill, on -site heavy earth moving equipment maybe used to help contain the spill at the direction of B&B: Standard equipment inventory will consist of but not necessarily limited to: Absorbent pads 2'x2' Vermiculite Sand Clean fill 8.5 Post Emergency Response Actions Biodegradable cleaners Assorted shovels Rakes and other hand tools Sand bags If further remedial actions are required upon completion of the emergency response cleanup activities will be conducted in accordance with the requirements of WAC 296-62-3010 through 296-62-3138 (Part P, Hazardous Waste Operations and Emergency Response) and other applicable law and regulations. Environmental Control Plan — SPCC & WPPP May 2012 8 8.6 Restoration After the spill response is completed, B&B will promptly act to restore all utilities, depleted emergency and spill response equipment, medical supplies and other equipment. Material contaminated by spills will be properly disposed of off -site. 9.0 Notification and Reporting The `Person -in -Charge' will contact regulatory agencies regarding spill response activities. We will work with The Owner of the Contract's Engineer to ensure the proper information and data is collected, so that it can accurately be communicated to the appropriate agencies. An overview of the reporting requirements is provided below as a reference. Federal Reporting Requirements • Any spill of oil, which 1) violates water quality standards, 2) produces "sheen" on a surface water, or 3) causes a sludge or emulsion must be reported immediately by telephone to the National Response Center Hotline at (800) 424-8802. • Any oil, hazardous substance, or hazardous waste release, which exceeds a reportable quantity, must be reported immediately by telephone to the National Response Center Hotline at (800) 424-8802. • Any emergency event that requires activation of the SPCC plan or a fire, explosion, or spill of any amount that reaches navigable waters of the United States, must be reported in writing to the USEPA Regional Administrator within (15) days. • If a discharge of more than 1,000 gallons of oil reaches waters of the U.S., or if two spill events, reportable under the Federal Water Pollution Act, occur within any 12- month period, a report must be submitted in writing to the USEPA Regional Administrator within 60 days. Washington State Reporting Requirements Any spill of oil or hazardous substance to waters of the state must be reported immediately by telephone to the Washington State Emergency Management Division at (800) 258-5990. Any release of a hazardous substance that may be a threat to human health or the environment must be reported to the Washington State Department of Ecology, Toxics Cleanup Program immediately, but no longer than 90 days of discovery. Any release from a UST that may be a threat to human health or the environment must be reported to the Washington State of Department of Ecology, Toxics Cleanup Program within 24 hours of the release. Local Reporting Requirements • In the event of a fire and/or explosion, contact the Fire Department (911). • If a spill enters the storm drainage system, contact Valley View Sewer District. • If a spill cannot be safely and effectively contained and controlled, B&B designated spill respond contractor will be contacted. Environmental Control Plan — SPCC & WPPP May 2012 9 WSDOT Reporting Requirements B&B Utilities and Excavating, LLC recognizes the reporting requirements The Owner of the Contract requires of us. We understand these reporting requirements. a All leaks, spills, and other incidents o Subcontractors must report to the B&B `person -in -charge.' o B&B Utilities and Excavating, LLC must report to the regulatory agencies and The Owner of the Contract's Project Engineer. B&B Utilities and Excavating, LLC and the projects engineer will determine the manner and time frame in which the contractor will report spills to the Project Office. Use of the Incident Report (Attachment B) is recommended to gather data for Submission of spill reports to reporting agencies and The Owner of the Contract. All spills will be documented through generation of a Spill Incident Report. The Spill Incident Report will be completed and reviewed by the Project Superintendent. Following each spill incident, B&B will document the cleanup with records and certification of decontamination. The record and certification will include: l . Identification of the source of the spill. 2. Estimated or actual date and time of the spill. 3. The date and time cleanup was completed or terminated (if cleanup was delayed by emergency or adverse weather, the nature and duration of the delay.) 4. A brief description of the spill location. 5. Sampling data taken prior to the cleanup boundaries and a brief description of the sampling methodology used to establish the spill boundaries. 6. A brief description of the solid surface cleaned and the double wash/rinse method used. 7. Approximate depth of soil excavation and the amount of soil removed. 8. A certification statement stating that cleanup requirements have been met and the information contained in the record is true to the best of our knowledge. 9. Off -site disposal documentation for contractor generated wastes. Environmental Control Plan — SPCC & WPPP May 2012 10 Report All Spills Regardless of Size Report to "Person In Charge" Record Incidence / Response Evaluate Need to Report Spill to Water Report to National Response Center 1-800-424-8802 Report to Washington State Emergency Management Division 1-800-258-5990 10. Program Management Spill to Soil Report to Washington State Departmen of Ecology Toxics Cleanup Program 1-360407-7170 The management of the implementation of this Environmental Protection Plan is the responsibility of Glenn Butcher "person -in -charge." As such, we recognize that periodic review of material and equipment storage practices and equipment integrity and supplies is the most important to our success in implementing the SPCC plan. Also, we recognize the importance of a secured facility to protect against accidents and vandalism that may result in a spill of material that threatens human health or the environment. Our procedures to address these issues are provided below. B&B Utilities and Excavating, LLC employees will be trained on the contents of this SPCC including spill source and receptor recognition, spill prevention techniques, spill response measures, and spill reporting protocol per the requirements WAC 296-824. All personnel have responsibility for spill prevention. Any B&B Utilities and Excavating, LLC employee or subcontractor employee who notices a leak will respond as appropriate based on their training, or if a spill has occurred, they will assume a defensive posture by avoiding the area and immediately notifying the "person -in -charge". The designated person responsible for assessing spills, implementing this SPCC plan, and contacting regulatory agencies is: Glenn Butcher and Jeff Brown of B&B. The local fire department (911) is responsible for emergency containment procedures when called to the site. The fire department takes measures necessary to prevent fire and explosion, and to protect people and property in the event of a fire or explosion. Environmental Control Plan — SPCC & WPPP May 2012 11 ATTACHMENT "A" Emergency Action Plan Section 1 Site and General Project Information Name of Project SE 5th ST AC Water Main Replacement Project; CAG-12-056 Map Attached Type of Project Water Main Replacement Project Location SE 5th ST & Newport Ave Renton WA Project Engineer City of Renton Primary Contractor B&B Utilities and Excavating, LLC Site Phone for Primary Contractor 206) 423-0563 Contractor "Person -in -Charge" Glenn Butcher Cell: (206) 423-0563 Alternate "Person -in -Charge" Jeff Brown Cell: (206) 406-0504 Section 2 Emergency Escape and Evacuation Information Person in Charge of Personnel The responsibility of the "Person -in - Charge of Personnel" is to account for all personnel after an evacuation. This person is responsible for keeping an accurate attendance list of all personnel at the job site on a daily basis, AND, to verify that all personnel are accounted for after an evacuation. When the primary "Person -in - Charge of Personnel" us absent from the job site, it is the responsibility of the names Alternate to complete this task. Primary Name: Glenn Butcher Alternate Name: Jeff Brown Designated Evacuation Meeting Place In case of an emergency evacuation of the job site, ALL job site personnel will meet at the starting point of the job. Environmental Control Plan — SPCC & WPPP May 2012 12 Section 3 Reporting Fires and Other Emergencies Person in Charge of Reporting Emergencies The "Person in Charge of Reporting Emergencies" is responsible for contacting the appropriate emergency organizations in the case of any life -threatening emergency. This person may or may not be in the Contractor "Person in charge" identified for the project. Name: Glenn Butcher Cell Phone: 206 423-0563 ALL EMERGENCIES DIAL 911 The following table identifies local, state, and federal authorities and private resources that may be used in implementing this SPCC plan. Agency & Responsibilities Contacts Fire Department Phone: 911 Renton Fire Department • Fire fighting, Emergency Medical Response • Community Evacuation Police Department Phone: 911 Renton Police Department Washington State Patrol • Police Authority Hospital Attention Phone: 911 Valley Medical Center • Emergency Medical Treatment Washington State Dept. of Ecology Toxics Cleanup Program Phone: 425-679-7054 • Reporting spills to land National Response Center Phone: 800-424-8802 • Reporting spills to water Washington State Emergency Management Division Phone: 800-258-5990 • Reporting spills to water Environmental Control Plan — SPCC & WPPP May 2012 l Section 4 Emergency Recognition: When to Use this Plan Emergency Condition Recognition Events Prevention Failure of Fuel Tank Observation - Perform periodic inspection, including shortly Smell after filling Alarm - Store within secondary containment - Other: Hose Rupture Observation -Perform periodic transfer hose testing Sound - Visual inspection before use Alarm - Store on site in secure locations - Other: Failure of Compressed Gas Sound - Chain cylinders with hood in place Cylinder Smell - Store upright Alarm - Other: Failure of Other Non -bulk Observation - Store on stable surface Container Sound - Store over secondary containment Smell - Perform periodic inspection Alarm - Other: Equipment Leaks Observation - Perform maintenance as required by manufacturer Sound and conditions Smell - Perform periodic inspections - Other: Environmental Control Plan — SPCC & W PPP May 2012 14 Section 5 Emergency Response to Defined Emergency Conditions In the event emergency response is required, contractor employees provide incidental response. For large incidents, the Company relies on an outside spill contractor. GENERAL PETROLEUM RELEASE RESPONSE Releases can range from incidental to large. The following protocol is applicable to all types of release events. 1. Protect Yourself/ Others Stay up wind and out of low areas Keep unnecessary people away; isolate hazard area and deny entry Get help. Sound alarm. Wear PPE Identify released material or its source. 2. Contain/Control release Shut off any possible ignition sources Identify source of release & stop if possible Protect sensitive environmental resources Collect released materials in buckets, if possible, to prevent release to soil Spread spill pads, or booms to collect or serve as containment 3. Clean -Up/ Decontaminate Collect pads, booms, etc. in open top barrels; seal and label barrels On Site Commander reports release to City of Mountlake Terrace's Project Manager; Washington State Division of Emergency Management and National Response Center as appropriate. Notifications should be made as soon as possible after initial containment actions are initiated. Contaminated debris is collected and disposed of as hazardous waste. RELEASE FROM TANK TRUCK • Identify source • Keep yourself safe • Shut down all operating equipment • Sound alarm • Take initial steps to protect environmentally sensitive areas (storm drains, streams, and ponds). Call for help from local fire authorities (911) • Call spill response contractor • Use spill response materials stored at facility to contain, plug or patch release source (if possible) • Transfer contents to alternative container (if possible) Environmental Control Plan — SPCC & WPPP May 2012 15 -- RELEASE RROIIMTANK, PIPING, CONTA RSINCLUDINN • Identify source • Keep yourself safe • Shut down all operating equipment • Sound alarm • Use on -site spill response kit and other resources to take immediate steps to protect environmentally sensitive areas (storm drains, streams, ponds) • Call for help from local fire authorities (911) • Call spill response contractor • Take initial steps to protect environmentally sensitive areas (storm drains, streams, ponds) • Use spill response materials stored at facility to contain, plug or patch release source (if possible) • Transfer contents to alternative container (if possible) NAT[IRA iSARTERR.EowerinterraptioaslE�tthgaakesf-Severe'weafherintluding FloodstIl(tgh Wind 5ti0w If there is a severe weather wanting, take additional steps to secure the construction site and reduce the risk of release. Where feasible: • Move containers and heavy equipment into protective structures. • Cover ditches and holes to reduce erosion. • Tie down materials, which must be left outdoors. Following the natural disaster event, inspect the location for damage and releases, responding as appropriate. Section 6 Emergency Evacuation Procedures If an evacuation is necessary: • Proceed to nearest safe exit as quickly as possible • Evacuate to B&B Project starting point for a head count. Headcount is conducted by the most senior person at the assembly point. Environmental Control Plan — SPCC & WPPP May 2012 16 Section 7 Emergency Response Equipment: Types/Uses In addition to PPE, the company maintains an Emergency Response Kit on site with the following minimum inventory of spill response supplies. • Absorbs up to 10 Gallons 26-9032 26-9030 26-9132 Refill kits: 26-9033 26-9031 26-9133 1 water-resistant nylon bag, 3 socks 3"x4', 2 socks 3" x10', 12 pads 16" x20", 1 pair of splash -resistant goggles, 3 pair of Nitrile gloves, 10 disposal bags with zip ties, 1 Emergency Response Guidebook. Environmental Control Plan — SPCC & WPPP May 2012 17 ATTACHMENT "B" Material Release Incident Form Instructions: Complete for any type of petroleum product or hazardous materials/waste release or incident. Provide a copy of this report to management. 1. Person Reporting Release or Incident: Name Address Organization Title Telephone Fax Signature 2. Type of Release: Common Name of Released Substance Quantity Released Estimate Concentration Estimate) Date of Release ! / Time Release Time Release Started AM PM Ended AMPM 3. Location of Release: LAND RELEASE WATER BODY RELEASE Name of Site: Name of Water Body: Street Address: Location of Discharge with Reference to Fixed Point: City/Town: Description of Area from which Release may be Reached: County: 4. If no release, describe incident: Environmental Control Plan — SPCC & WPPP May 2012 18 S. Actions taken: To contain release or impact of incident: To clean up release or recover from incident: To remove cleanup material: To prevent reoccurrence: 6. Person responsible for managing termination/ closure of incident or release: Name: Phone: Fax: Environmental Control Plan — SPCC & WPPP May 2012 19 ATTACHMENT "C" Weekly Inspection Report Form Environmental Control Plan — SPCC & W PPP May 2012 20 PP N INSTRUCTIONS: Review each item. Check if each item is satisfied. If problem or concern is encountered, inspector initials in appropriate box and describes problem or concern in comments section. Report problems to the project superintendent (Person -in -Charge). MON TUF, WED THU FRI SAT SUN Comments INSPECTOR: WEEK OF: BULK TANK STORAGE - Pipe joints: no signs of deterioration or leaking? - Drainage from secondary containment required? - Tank locks available and useable? - Hoses for transfers of fuels OK; no signs of deterioration? CONTAINER STORAGE - Containers properly stored with lids in lace? - Containers stored within secondary containment? - Containers properly and clearly labeled? - Integrity/condition of container is such not to result in a leak ors ill? HEAVY EQUIPMENT PARKING - No evidences ills/ leakage? SPILL RESPONSE EQUIPMENT - Available & functional per ERAP? SECURITY - Signs of deterioration or vandalism around perimeter or fence? - Gates open & close smoothly, locks available and useable? - Alarms stems available & functional per SPCC & ERAP? - Security lights functional? ADDITIONAL ITEMS ATTACHMENT "D" Site Plan/Map Environmental Control Plan — SPCC & W PPP May 2012 22 Construction Stormwater Pollution Prevention Plan (CSWPPP) Short Form for Small Construction'Projects Background Information Property Owner: _ ��- Contact Person: / , L< —,,, All questions and correspondence will be di ed to the individual listed as contact person. Address of Contact Person: I S Phone Number: > o� Project Title: Site Address: Parcel Number: Give an accurate, brief description of the proposed project's scope and nature: 1. General description: I L, 2. Area of site (square feet or acres): I C. C r e 3. Proposed area of land disturbance (square feet or acres): 4. Proposed quantity of excavation (cubic yards): S, 5. Proposed quantity of fill (cubic yards): I 1_215U 1. 6. Square footage of buildings to be constructed: 7. Description of adjacent areas which may be affected by site disturbance (i.e. streams, lakes, wetlands, residential areas, roads) /L c �d �Ji vc� /4 8. Description of critical areas that are on nr adjacent to the site. 9. Describe potential erosion problems on site. iA)/A Regiaired Elements - Construction 5tormwater Pollution Prevention Plan Check BMPs to be used for each element. If site conditions render an element unnecessary. check 'other" and describe why it is not needed. 1. Mark Clearing Limits ❑ Preserve existing vegetation— BMP C 101 ❑ High Visibility Plastic or Metal Fence— BMP C103 ❑ Stake and Wire Fence — BMP C104 ❑ Tree Protection During Construction — BMP T101 a Other 2. Establish Construction Access ❑ Stabilized Construction Entrance — BMP C105 ❑ Wheel Wash — BMP C106 ❑ Construction Road/Parking Area Stabilization — BMP C107 ❑ Other 3. Control Flow Rates ❑ Sediment trap — BMP C240 ❑ Other 4. Install Sediment Controls ❑ Vegetated strip — BMP C234 u Silt Fence — BMP C233 q Straw wattles — BMP C235 o Other A 5 ✓t c t J. 5. Stabilize Soils ❑ Mulching — BMP C121 ❑ Plastic Covering — BMP C123 Topsoi ling — BMP C125 W Sodding — BMP C124 o Nets & blankets — BMP C122 ❑ Temporary & Permanent Seeding — BMP C120 ❑ Small project construction stormwater pollution prevention BMP C180 ❑ Other 6. Protect Slopes ❑ Temporary & permanent seeding — BMP C120 ❑ Plastic covering — BMP C123 ❑ Interceptor dike and swale — BMP C200 ❑ Nets & blankets— BMP C122 9' Other r n 7. Protect Drain Inlets © Storm drain inlet protection — BMP C220 ❑ Other 8. Stabilize Channels and Outlets ❑ Channel lining — BMP C202 ❑ Outlet protection — BMP C209 ❑ Other 9. Control Pollutants ❑ Concrete Handling — BMP C151 ❑ Sawcutting and Surfacing Pollution Prevention — C152 ❑ Material Delivery, Storage Containment — C153 ❑ Other 10_ Control De -Watering ❑ Level Spreader— BMP C206 o Infiltration (Provide details) X Discharge to sanitary sewer o Other 11. Maintain BMPs ❑ Maintain and repair in accordance with BMP specifications ❑ Other 12. Manage the Project • Phase construction — describe • Limit work to the dry season • Inspect and monitor all BMPs • Pollution prevention contact list — attach a list to be posed at job site • Reporting and recordkeeping — Attach inspection forms and site log • Other Site Plan Attach a site plan (minimum 11" x 17") that includes the following: a. Legal description of subject property. b. North Arrow c. Property boundaries d. Boundaries of existing vegetation, e.g. tree lines, pasture areas, etc. e. Identify and label areas of potential erosion problems. f. Identify any on -site or adjacent surface waters, critical areas and associated buffers. g. Identify FEMA base flood boundaries and Shoreline Management boundaries (if applicable) h. Show existing and proposed contours. i. Delineate areas that are to be cleared and graded. j. Indicate location of BMPs and other required CSWPPP elements. k. Name and phone number of person(s) responsible for preparation and maintenance of the CSWPPP. I: N ti 3 Z W U G T U g W P ZP� / IP Q 51+00 5?i 00 53'0 � 54�00 I 9z 5si al sal oo 58100 se.00 eo+oo � el 00 fA lj �� IP IP W IP J J JEXISTING UTILITIES ARE SHOWN FOR J ONE CALL REFERENCE ONLY. CONTRACTOR LOCATE 1-800-424-5555 UTTIILITIES ADMINIMUM OFLSTING 48 (HOURS AL PRIOR TO CONSTRUCTION. 4-n-twL N0. Ri VISION BY EC-1 Erosioi itrol Plan Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale a4•Ob LEGEND FILTER PROTECTION FABRIC INIEi PROiECiION °C Z PoZLi 1".80, ° ^ & CITY OF I SE 5TH ST AC MAIN REPLACEMENT PROJECT 04/I3/1 REN TON EROSION CONTROL PLAN Pl---/Building/Pudic Works DeOt. � EC-1 �E Sty �i Ac 4k c-F G le-1 rt a u v Z,3 - 05 SLr gtl 83 LETTER OF TRANSMITTAL TO: B&B Utilities ATTENTION: Jeff Brown WE ARE SENDING YOU: X Shop Drawings Prints Copy of Letter Change Order Other: Page 1 of 1 4106 134th ST NE Marysville, WA. 98271 Phone: (360) 651-1147 FAX: (360) 651-1151 .lob No.: # Date 05/18/12 Project: Renton SE 5th St Watermain _ Plans Samples X Submittal X Specifications rnoicc LVr ILJ I InCcr0iorinn1 LLJVI\r I VIV 1 JCM-Fabricated Carbon Steel Tapping Sleeve Pacific States-Tyton Joint Class 52 Ductile Iron Pipe Christy -Polyethylene Pipe Encasement TylerUnion-Mechanical & Flange Ductile Iron Fittings Star Pipe -Mechanical & Flange Ductile Iron Fittings Star-Stargrip Mechanical Joint Wedge Restraint Gland Mueller -Resilient Wedge Gate Valves Star Pipe-940 Valve Box Top Mueller -Super Centurion Fire Hydrant Harrington -Permanent Hydrant Storz Adapter Fog-Tite-Concrete Hydrant Block Mueller -Ball Corp. Adapters, Meter Setter Cambridge Lee -Type K Copper Tube Oldcastle-Midstates Meter Box Model 1730-18A THESE ARE TRANSMITTED: X For Approval _ X For Your Use _ X As Requested _ For Review and Comment Other: For bids due: REMARKS: NOTE: Approved as Submitted Resubmit Copies for Approval Approved as Noted Submit Copies for Distribution Returned for Corrections Return Corrected Prints Copy to: Signed: Prints Returned After Loan to Us JCM 412 Fabricated Carbon Steel Tapping Sleeves Built-in benefits make these heavy fabricated steel sleeves increasingly popular for making larger taps on all types of pipe. By placing the design emphasis on eliminating problems inherent with older pipe and field installations, JCM 412 Tapping Sleeves have taken the complexity out of tapping larger pipe. Built in range assures proper fit on more than one class of pipe - reducing inventory requirements and the chance of not having the right size sleeve. Ease of assembly eliminates extra equipment, time and specially trained personnel. Ready availability means taps can be made without long delays - even taps on special sizes of pipe - or services requiring high pressure flanges. Direct reinforcement of the pipe by the sleeve eliminates flexing or deflection of pipe opposite the tap. Less weight than heavy cast iron sleeves reduces the load on the pipe. Most important, JCM 412 Tapping Sleeves assure a safe dependable tap. A large gasket cross section provides a positive initial seal which increases with increases in line pressure. Alignment recess for aligning Corrosion resistant, high sleeve and tapping valve. strength low alloy bolts and nuts. Optional Stainless Steel. -rt PI 3/4" NPT t ; I es ug (s aln ess steel in the Epoxy Coated tapping sleeve). Broad cross section gasket set in retaining cavity. Heavy steel sleeve with built-in range reinforces pipe - eliminates deflection possibility. MATERIAL SPECIFICATIONS - JCM 412 FABRICATED TAPPING SLEEVE BODY: ASTM 283 Grade C or ASTM A-36 Steel BOLTS: Corrosion Resistant, high strength low alloy (AWWA C-111, ANSI A21.11). Optional Stainless Steel 18-8 Type 304. FLANGE: AWWA C207 Class D, ANSI 1501b. Drilling, recessed for tapping valve MSS-SP60. Other flanges and outlets available upon request. GASKET. Compounded for use with water, salt solutions, mild acids and bases. FINISH: Heavy coat of corrosion resistant metal primer. Optional Fusion Epoxy Coating available. SERVICE RATING: 4" to 12' Outlets: 175 PSI. Higher service rating available for specific applications and sizes. JCM Industries Tapping Sleeves meet or exceed the ANSUAWWA C-223 and the MSS-SP 124 Standards as applicable. 412 TAPPING SLEEVE DIMENSIONS Flange Size' A g c D E F 3 12 5 4-1132 3-1/2 6 3/4 4 12 5 5-1/32 4-1/2 6 314 6 12 5 7-1132 '6-1/2 6 3/4 8 16 5-1/8 9-1132 8-1/8 8 3/4 10 20 5-1/2 11-1/16 10-1/4 10 314 12 24 5-3/4 13-1/16 12-1/4 12 314 For outlets 14' and larger the manufacturer of the tapping valve must be specified to assure proper alignment recess dimension Size on size tapping sleeve requires 1/2" undersize cutter to assure pruper cutter clearance and complete severance of the coupon. 'On nominal pipe size 7.45 and smaller dimension D is 6-1/8". 64 Imo° II 1— A BOLTS, QTY. - F SIZE- F NSFC:I �w MV AMV uI JCM 412 Fabricated Carbon Steel Tapping Sleeves NOW SLEEVE PIPE SLEEVE NUMBER OUTLE- I r: SIZE O.D. RANGE WT. X SIZE`' LF (IN.) (IN.) ANY OUTLET AVAILAt LE (LFS 6.63 (SEE 422) 6.83 - 7.16 412-0690 X 3 74 6 7.05 - 7.40 412-0720 X 4 76 7.40 - 7.73 412-0745 X 6 82 8.63 (SEE 422) X 3 83 8 8.98 - 9.37 412-0905 X 4 85 9.27 - 9.69 412-%40 X 6 88 - X 8 118 9.83 - 10.25' 412-1000 X 3 90 - - 10.64 -10.86 412-1075 X 4 92 10 11.03 - 11.47 412-1110 X 6 96 11.36 - 1140 412-1140 X 8 125 11.76 - 12.24 412-1200 X 10 168 X 3 98 12.62 - 12.88 412-1275 X 4 I UO 13.13 - 13.60 412-1320 X 6 104 12 13.60 -14.09 412-1392 X 8 140 14.08 - 14.56 412-1420 X 10 176 X 12 216 X 3 113 14.59 - 15.08 412-1475 X 4 115 15.23 - 15.80 412-1530 X 6 116 14 15.73 -16.22 412-1600 X 8 150 16.30 - 16.73 412-1650 X 10 190 X 12 220 X 3 113 16.74 -17,26 412-1684 X 4 115 17-33 - 17.87 412-1740 X 6 120 16 17.88 - 18.43 412-1800 X 8 162 18.62 -19.19 412-1875 X 10 210 X 12 230 18.87 -19.45 412-1920 19.41 - 20.01 412-1950 X 4 1222 18 20.00 - 20.60 412-2000 X 6 1 20.29 - 20.94 412-2050 X 8 16 80 20.93 - 21.57 412-2130 X 10 240 X 12 245 21.51-22.15 412-2160 X 3 131 22.16 - 22.81 412-2254 X 4 133 22.78 - 23.45 412-2294 X 6 140 20 23,46 - 24.16 412-2400 X 8 185 24.15 - 24.85 412-2450 X 10 245 24.82 - 25.52 412-2502 X 12 255 X 3 143 25.71 - 26.41 412-2580 X 4 143 26.55 - 27.25 412-2715 X 6 160 24 27.26 - 27.96 412-2746 X 8 215 28.14 - 28.84 412-2834 X 10 280 X 12 312 --- X 3 163 ---- - ----_- - 29.78 - 30.48 412-3000 X 4 165 301 30.48 - 31.18 412-3075 X 6 175 31.52 - 32.22 412-3200 X 8 226X 10 295 X 12 310 'These sizes W available with size on size outlets. For size on size radlets a 112' undersize shell cutter is required �F\t Larger Sizes: For outlets 14" and larger, the tapping valve to be used must be specified to assure proper alignment recess dimension. /NS JCM 412 Tapping Sleeves furnished with test plugs unless other mse specified. ...aa 65 PACIFIC STATES PSCIPCO CAST IRON PIPE COMPANY 1LVISKA Q1 M.V INC PA BOX 1219. PROVO. UTAH $4603 i TELEPHONE (AREA CODE 801) 3T3d910 STANDARDS In each of the following, standards are developed by committees consisting of consumer, general interest and manufacturing members: • American National Standards Institute (ANSI) • American Water Works Association (AWWA) • American Society for Testing and Materials (ASTM) • Underwriters Laboratories (Ul.) MI116433(N) • National Fire Protection Association (NFPA) • National Sanitation Foundation (NSF) 61-1989 • Factory Mutual (FM) J12VOA8.AH For ready reference, standards for ductile iron pipe are listed below: Standard Desianation ANSI/AWWA C150/A21.50 ANSI/AWWA C151/A21.51 ANSI/AWWA CI I O/A21.10 ANSI/AWWA CI53/A21.53 ANSI/AWWA CI I I/A21.11 ANSI/AWWA Cl 15/A21.15 AN SI/AWWA C 104/A21.4 ANSI/AWWA CI05/A21.5 & ASTM A674 ANSI/AWWA C600 ASTM A746 NFPA Outside Protection 24 Subject Covered Design Water Pipe Fittings — Cast Iron Fittings — Ductile Iron Rubber — Gasket Joints Flanged Pipe Cement — Mortar Linings Polyethylene Encasement for Ductile Iron Pipe Installation Gravity Sewers Fire Protection Piping Pacific States ductile iron pipe meets and exceeds the requirements of al I of the above national standards relating to pipe manufacture and performance. PACIFIC STATES CAST IRON PIPE COMPANY ONISION OF .YwwANE. INC P.0 BOX 1219, PROVO. UTAH 64603 TELEPHONE (AREA CODE 801 ) 373 6910 FAX: (801) 377-038 EMAIL: sales@a pscipco com WEBSITE: www.pscipco.com PSCIPCO Selection Table for Ductile Iron Pipe Thickness Class This table shows thickness class of pipe necessary for the rated water working pressures and maximum depth of cover. The thicknesses in this table are equal to or in excess of those required to withstand the rated working pressures plus a surge allowance of 100 psi. Ductile iron pipe for working pressures higher than 350 psi is available. Rated LAYING CONDITION Water Maximum Depth of Cover, Feet $ Pipe Nominal Working Size In. Thickness Class Thickness In. Press. psi Type 1 Trench Type 2 Trench Type 3 Trench Type 4 Trench Type 5 Trench 3 51 .25 350 98 100* 100* 100* 100* 3 52 .28 350 100* 100* 100* 100* 100* 3 53 -31 350 100* 100* 100* 100* 100* 3 54 .34 350 100* 100* 100* 100* 100* 3 55 .37 350 100* 100* 100* 100* 100* 3 56 .40 350 100* 100* 100* 100* 100* 4 51 .26 350 76 86 96 100* 100* 4 52 .29 350 100* 100* 100* 100` 100* 4 53 .32 350 100* 100* 100* 100* 100* 4 54 .35 350 100* 100* 100* 100* 100* 4 55 .38 350 100* 100* 100* 100* 100* 4 56 .41 350 100* 100* 100* 100* 100* 6 P6 50 .25 350 32 38 44 56 75 49 57 64 80 100* 52 .31 350 67 77 86 * 100 6 53 .34 50 91 100* 100* 100* 100* 6 54 .37 350 100* 100* 100* 100* 100* 6 55 A0 350 100* 100* 100* 100* 100* 6 1 56 .43 350 100* 100* 100* 100* 100* 8 50 .27 350 25 30 36 46 64 8 51 .30 350 36 42 49 61 81 8 52 .33 350 47 77 99 8 53 3 6 73 82 100* 100* 8 54 .39 350 80 91 100* 100* 100* 8 55 .42 350 98 100* 100* 100* 100* 8 1 56 .45 350 100* 100* 100* 100* 100* 10 50 .29 350 19 24 29 38 55 10 51 .32 350 27 32 38 49 66 10 52 .35 350 35 41 47 59 79 10 53 .38 350 45 52 59 74 95 10 54 .41 350 57 65 74 91 100* 10 55 .44 350 67 77 86 100* 100* 10 56 .47 350 81 92 100* 100* 100* 12 50 .31 350 17 22 27 36 52 12 51 .34 350 23 28 33 43 60 12 52 .37 350 30 35 41 53 71 12 53 .40 350 36 42 49 61 81 12 54 .43 350 45 52 59 74 95 12 55 .46 350 54 62 71 87 100* 12 1 56 1 .49 1 350 1 64 1 73 83 100* 100* tAn allowance for single H-20 truck with 1.5 impact factor is included for all depths of cover. 1lculated maximum depth of cover exceeds 100 ft. _ aiculated maximum depth of cover is 3ft (0.9 m). ttFor pipe 14 in. (350 mm) and larger, consideration should be given to the use of laying conditions other than Type 1. Pacific States Cast Iron Pipe Company -hickness, Dimensions and Weights of Tyton® and Fastite® Joint Ductile Iron Pipe by Size for Each Thickness Wt. of Tyton® Joint Nominal Barrel Wt. of Wt. Per Avg. Wt. Thickness Thickness OD" Per Ft. t Bell Lgth.t Per Ft.$ Size Class In. In. Lb. Lb. Lb. Lb. 3 51 .25 3.96 8.90 9 185 9.40 3 52 .28 3.96 9.90 9 205 10.40 3 53 .31 3.96 10.90 9 225 11.40 3 54 .34 3.96 11.80 9 245 12.20 3 55 .37 3.96 12.80 9 265 13.20 3 56 .40 3.96 13.70 9 285 14.20 4 51 .26 4.80 11.30 11 235 11.80 4 52 .29 4.80 12.60 11 265 13.20 4 53 .32 4.80 13.80 11 285 14.40 4 54 .35 4.80 15.00 11 310 15.60 4 55 .38 4.80 16.10 11 335 16.60 4 56 Al 4.80 17.30 11 355 17.80 6 50 .25 6.90 16.00 13 300 16.70 6 _ 51 .28 6.90 17.80 13 335 18.50 -' 6 52 .31 6.9 19.60 13 365 .34 6.90 1.40 13 400 22.10 6 54 .37 6.90 23.20 13 430 23.90 6 55 .40 6.90 25.00 13 465 25.70 6 56 .43 6.90 26.70 13 490 27.40 8 50 .27 9.05 22.80 20 430 23.90 8 51 .30 9 25.20 480 26.30 C' 8 52 .33 9.05 27.70 28. 0 20 8 53 .36 9.05 30.10 20 570 31.20 8 54 .39 9.05 32.50 20 610 33.60 8 55 .42 9.05 34.80 20 650 35.90 8 56 .45 9.05 37.20 20 695 38.30 10 50 .29 11.10 30.10 27 575 31.60 10 51 .32 11.10 33.20 27 630 34.70 10 52 .35 11.10 36.20 27 685 37.70 10 53 .38 11.10 39.20 27 740 40.70 10 54 .41 11.10 42.10 27 790 43.60 10 55 .44 11.10 45.10 27 845 46.60 10 56 .47 11.10 48.00 27 900 49.50 12 50 .31 13.20 38.40 31 735 40.10 12 51 .34 13.20 42.00 31 800 43.70 12 52 .37 13.20 45.60 31 865 47.30 12 53 .40 1320 49.20 31 930 50.90 12 54 .43 13.20 52.80 31 995 54.50 12 55 .46 13.20 56.30 31 1055 58.00 12 56 .49 13.20 59.90 31 1120 61.60 14 50 33 15.30 47.50 59 915 50.80 14 51 .36 15.30 51.70 59 990 55.00 14 52 .39 15.30 55.90 59 1065 59.20 14 53 .42 15.30 60.10 59 1140 63.40 14 54 .45 15.30 64.20 59 1215 67.50 14 55 .48 15.30 68.40 59 1290 71.70 14 56 1 .51 1 15.30 72.50 59 1365 75.80 +Including bell; calculated weight of pipe rounded off to the nearest 51b 'Tolerances of OD of spigot end; 3-12 in. t0 06 in., 14-24 in. ncluding bell; average weight per foot, based on calculated weight of +0.05 in., -0.08 in., 30-36 in. +0.08 in., -0.06 in. N,ae before rounding "FastiteO Joint AWWA PRINTED POLYETHYLENE PIPE ENCASEMENT AND WRAP Chris tJ�s; PRODUCT CONFORMS TO ANSI/AWWA C105/A21.5-99- PRINTED 7CE, INC. 2002 ANSUAWWA C105IA21-9-99 SMIL - LLDPE THROUGH 8e PIP WAAN1WORRO R A AC PRODUCT TYPE: Polyethylene encasement for gray and ductile cast iron piping for water and other liquids. DESCRIPTION: Polyethylene in tube or sheet form for the encasement of piping, perforated every 20' or 22' as specified. SPECIFICATIONS: Polyethylene film shall be manufactured of virgin polyethylene material conforming to the material requirements of the latest revision of ANSI/AWWA C105/A21.5 and the following requirements of the latest revision of ASTM Standard Specification D-4979, Polyethylene Plastics, Molding and Extrusion Materials. MATERIAL: GROUP: DENSITY: DIELECTRIC STRENGTH: CLASS: PHYSICAL PROPERTIES: MINIMUM TENSILE STRENGTH: MINIMUM ELONGATION: MINIMUM DIELECTRIC STRENGTH: MINIMUM IMPACT RESISTANCE: MINIMUM PROPAGATION TEAR RESISTANCE 2 (Linear) 0.910 to 0.935 g/cm3 Volume resistivity 1015 ohm -cm., min. A (Natural/Clear Color) B (Colors)(1) C (Black) 3600 PSI (24.8 MPa) 800% (ASTM 882) 800 V/mil (ASTM D149) 600 g (ASTM D1709 Method B) 2550 gf (ASTM D1922) THICKNESS: Linear low -density polyethylene film shall have a minimum thickness of 0.008 in. (8mils). COLO[L• Polyethylene film may be supplied with its natural color, colors including white and black, or black (weather -resistant) containing not less than 2 percent carbon black with an average particle diameter of 50 mm or less. A minimum of 2 percent of a hindered -amine ultraviolet inhibitor is required in any natural or colored film except black film containing 2 percent or more carbon black. (OT. Chrbty Enterprises October 2003 T. Christy Enterprises, Inc., 655 E. Ball Road, Anaheim, CA 92805-5910.800-BLU-GLUE • (714) 507-3300 - FAX (714) 507-3310 MARKING REQUIREMENTS; The polyethylene film supplied shall be clearly marked, at a minimum of every 2FT. along its length, containing the following information: Christy Enterprises, Inc. (TCE, Inc.) gar of manufacture * ANSI/AWWA C1051A21.5-99 * Minimum film thickness and material type (LLDPE). * Applicable range of nominal pipe diameter size (s) Warning - Corrosion Protection - Repair Any Damage Chris Sry PIPE WRAP TAPE 10 MIL PIPE WRAP TAPE 2'3.t00FTX lOMll PRODUCT--Mim��' SPECIFICATIONS PRODUCT TYPE: 10 mil Pipe Wrap Tape DESCRIPTION: Christys"Pipe Wrap tape consists of a stabilized, plasticized PVC film with a high - tack adhesive backing. It provides a superior moisture and corrosion barrier on many types of piping uses, including both exposed and direct burial applications. C#IY$ty3" Pipe Wrap tape provides optimum protection when used in conjunction with CftMtysY' Prime -it" Pipewrap Primer (Prime -It- provides superior adhesion while increasing overall corrosion resistance). SPEC IFICATION$ & INDUSTRY LISTINGS; Can be used on all types of pipe and fittings, including steel, galvanized, electrical conduit, cast and ductile iron. Oftty's" Pipe Wrap tape is listed by the International Association of Plumbing & Mechanical Officials (IAPMO) and carries the shield. Christys- Pipe Wrap tape: ® Provides excellent insulating capacities and superior abrasion resistance ® Resists/reduces corrosion problems caused by salts, salt water, soil acids and alkalis Provides a dielectric barrier between the pipe and soil ® Resists common chemicals and vapors and protects against fungus and bacteria in many applications. Remailrs pliable in a wide range of temperature and working environments while providing increased UV and weathering protection. PHYSICAL PROPERTIES: THICKNESS: TENSILE STRENGTH: ELONGATION AT BREAK: ADHESION TO STEEL: ADHFSION TO RACKING: DIELECTRIC STRENGTH: 10mils (0.25mm) 25 lbs./in (43.8 N/10mm) 200% 20o7../in.(2.4 N/10mm) 20oz./in.(2.4 N/10rnm) 1250 volts/mil _DESCRIPTION QW(rr PART NUMBER 1" x 10mil x 100' _____ TA-33-PW _ "0rnil x 100' —_ TA-33-PW21 — ' x 10mil x 10o� TA-33-PW41 DIRECTIONS: ® Clean pipe surface and apply a full, even coat Ciftty'S'" Prime -It" (recommended). ® It is highly recommended that the base pipe/fittings be coated with 0rktYYm Prime -It'" Pipe Wrap Primer. Allow Prime -It- to air dry for approximately 5 minutes (until tacky). M Apply Pipe Wrap tape in an overlap fashion while Prime -It" is still tacky. We recommend at least a 50% overlap. Many local codes will specify the overlap percentage. Repeat if necessary or required. fE;T. Christy Enterprises October 2003 T. Christy Enterprises, Inc., 655 E. Ball Road, Anaheim, CA 92805-5910 - 800-BLU-GLUE - (714) 507-3300 - FAX (714) 507-3310 TYLER UNION' Quality Waterworks Products <<It r.. ...�, 23U - Mechanical Joint CI 53/A21.53 Compact Revised 01 /10 Sit:'5:............................ 2" through 48" (2" Not Referenced in CI53/A21.53) F7"tiePARDS:................. ANSI/AWWA C153/A21.53-06 and NFPA 3"-12" UL Listed (EX21 1 1) Note: Cast with tested and traceable ASTM A536 Ductile Iron ?"FSSURE RATtNG:....... 2"- 24" rated @ 350 PSI; 30"- 48" & all fittings with Flanged branches rated Cri1 250 PSI Note: With use of special Flange gasket 2"-24" flanged fittings can be rated @ 350 psi For 350 psi flange joint applications, we recommend the use of annular ring type gasket or comparable. Note: Compact Wyes over 12" are not pressure rated. Contact manufacturer for rating in your application. E LE' , 3N:................. Upon completion of installation, Mechanical Joint fittings 2"-12" are rated for a maxi- mum of 5' deflection and 14"-48" a maximum of 3' deflection NSF-61.......................... Meets all requirements, UL Registered (2"-48") 1"' y Itj -yl F,.-.1 Wo U ] COATING: ...................... ANSI/AWWA CI04/A21.4-08 L Cl­ N'f LI.4[NG:.......... ANSI/AWWA C104.A21.4-08, i 31 Double cement lining available - -- - EPDXY Cf IXIE :.......... ANSI/AWWA CI 16/A21.16-09 Note: Epoxy coated fittings are - rt' 4g S available to the specification i required for your application(s) Z' 1 ............................. Available -+ VOLTS: ........................... ANSI/AWWA C1 1 1 /A21.1 1-7 0.15 -� I } HMSTALLATION :............ Per AWWA C600-99 using pipe conforming to ANSI/AWWA K' J D C A 0.12�� F K' C 151 /A21.51-02 JO:\'T UiAAENS."ONS IN INC✓=5 aOLTS Size A Dia. B C Dio. D Dia. F Dia. J Dia. K' Dia. K2 Dia. L M S T X Size No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 '/. %x3 4 4 4.80 2.50 5.92 6.02 4.90 /.50 9.06 9.12 .60 .75 .39 .34 % -1/4x31/v 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11-06 11.12 .63 .88 .43 .36 7a 3/431/2 6 8 9.05 2.50 10.17 10.27 9.1.5 11.75 13.31 13.37 .66 1.00 .45 .38 % '/.x4 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .40 % '/ x4 8 12 13.20 2.50 14-32 14.44 13.30 16.25 17.88 17.88 .73 1.00 49 42 '/a '/.x4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 70.31 20.25 .79 1.25 .55 .47 %s 3/.x4'/2 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .58 .50 % 'hx4'/2 12 18 19.50 3.50 20.60 20.74 19.64 73.25 24.83 24.75 1.00 1.38 .68 .54 % -/.x4'/2 12 20 21.60 3.50 22.70 22.84 21.14 25.50 27.08 27.00 1.02 1.44 .69 .57 ye '/.x4'/2 14 24 25-80 3.50 26.90 27.04 25.94 30.00 31-58 31-50 1.02 1.56 .75 .61 % 1/4x5 16 30 32.00 4.00 33.29 33.46 3217 36.88 39.12 39.12 1.31 2.00 .82 .66 1'/e 1x6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 .74 1 %a 46 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 .82 1 % 1'/4x6'/2 28 48 50.80 4.00 52.09 52.26 50.9/ 57.50 60.00 60.00 1.45 2.00 1.35 .90 1 Ya 11/.x6'/ 32 Tyler Pipe Company • 11910 CR 497 • Tyler, Texas 75706 • (800) 527-8478 Union Foundry Company • 1501 W 17th Street • Anniston, Alabama 36202 • (800) 226-7601 www.tylerunion.com 28U - Flanged Joint C11 A/A21.10 TYLER UNION" Full Body Quality Waterworks Products Revised 01/10 (Current_.l;edis�ons for EE; {I S_=a�r�are-sAP- 1 SIZ.ES:............................ 2" through 48" STANDAE.DS.................. ANSI/AWWA C1 1 O/A21.10-08 Note: Cost with tested and traceable ASTM A536 Ductile Iron RRESSURE RATING:....... 2"-48" rated @ 250 PSI Note: With the use of special flange gasket 2"-24" flanged fittings can be rated Ca 350 psi. For 350 psi flange joint applications, we recommend the use of annular ring type gasket or comparable. -vEFLE7-'Oi:................. Deflection is not recommended for flanged joint fittings due to the rigidity of the joint upon completion of installation. i3SF-61:......................... Meets all requirements, UL Certified COATING :...................... ANSI/AWWA CI04.A21.4-08 Bituminous and Tnemec 140N-1711 CEMENT LINING:.......... ANSI/AWWA CI04.A21.4-08 EPDXY COATING:.......... ANSI/AWWA C116/A21.16-09 Note: Epoxy coated fittings are available to the specifications) required for your opplicafion(s) BARE:..... ........................ Available FLANGES:......................ANSI Class 125 B16.1 Note: 'ANSI Class 250 Bl 6.1 flanged fittings available Note: 'Due to larger bolt sizing and bolt circle class 250 flanges are not compatible with class 125 flanged fittings. FLANGE TH;CKNESS:.... ANSI/AWWA C151/A21.51-05; Standard Class 125 template for drilling bolt holes Note: Drilling templates are in multiplies of 4, so that fittings may be made to face in Orly quarter. Bolt holes -,hnll straddle the center line. BOLTS: ........................... ANSI/AWWA C 1 1 1 /A21.11-7 INSTALLATION:............. Per AWWA C600-99 using pipe conforming to ANSI/AWWA C151/A21.51-09 FLANGE DETAILS Nominal Diu. of Flange Pipe Size Flange Bolt Thickness Bolt Hole Number Bolt Diu. Inch O.O. Circle T Diameter of Holes 8 Lengths 2 6 4.75 .62 .75 4 %6x2 V. 3 7.5 6 .75 .75 4 %x2'/2 B.C. 4 9 7.5 .94 .75 8 %x3 6 11 9.5 1.00 .875 11 8 13.5 11.75 1.12 .875 8 '/.x3'/, II 10 16 14.75 I A 9 1.00 12 %X4 12 19 17 1.25 1.00 12 %ax4 14 21 18.75 1.38 1.125 12 1 x4'h 16 23.5 21.25 1A4 1.125 16 1x4'/. 18 25 22.75 1.56 1.25 16 1 y-x5 20 27.5 25 1.69 1.25 20 1 Y45 24 32 29.5 1.88 1.375 20 1'/.x5'12 l 30 38.75 36 2.12 1.375 2.8 1'/.x6'h ' T 36 46 42.75 2.38 1.675 32 1'/:x7 42 53 49.50 2.62 1.625 36 1'17x71h 48 59.50 56.00 2.75 1.625 44 1'Fix8 Tyler Pipe Company - 11910 CR 492 - Tyler, Texas 75706 - (800) 527-8478 Union Foundry Company - 1501 W. 17th Street - Anniston, Alabama 36202 - (800) 226-7601 www.tylerunion.com COMP06 WJ Fittings ANSI/AWWA C153/A21.53 2" - 64" DUCTILE IRON MECHANICb-aL JOINT COMPACT FITTINGS GENFRAL SPECIFICATIONS - MATERIAL: Dut:filr. ''', -- ASW A.,3G - - - - - - PRESSURE 3N) I'Sl rtrlirty It it X' -'74" WA) P5l it i irxl ftrr 30" - 41V j/, t% urKl )..A) R',I ititin-1 fix :A" - 40" won TESTING: In occordonce wilh ANSI/AWWA CI 53/A?I 93 and UL requirements LAYING LENGTH: In occordonce with ANSI/AWWA C 153/A71.53 (fittings not listed in ANSI/AWVIA hove dimensions per Star design as noted in the catalog) WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories. cement lining and coating FLANGES: flanged ends on fittings match ANSI/AWW CI 15/A21 A 5 and ANSI B) 6.1 class 125 flanges CEMENT LINING: in occordonce with ANSI/AWWA C 104/A21.4 - size 2" - 3" single thickness and sizos 4" - 64" double thickness COATING: Asphaltic seal coat inside and out in accordance with ANSI/AWWA C104/A21.4 GASKETS: SBR to accordance with ANSI/AWWA C 1 I I/A71.1 1 (scxi pg. 17) T-BOLTS/NUTS: Low alloy steel in accordance with ANSI/AWWA C I I 1 /A21.1 1 (see pg. 16) APPROVALS: 4" - 12" Underwriters Laboratories Listed 3" and greater ore UL/NSF-61 DIMENSIONS: AN dimensions are in inches unless noted olhrwiisc A AWWA 1. 11 _ 4�'ssrF,Fc U� WATER QUALITY SIZE A DMA. It C DIA. D DUI. F DIA J DIA. Kl DIA. K2 DIA. L M S 0 X DIA. �� 512E NO. +� 7 7.50 2.50 3.39 3.50 2.61 4.75 619 6.2.5 01A 0.67 0.36 28" '/ $/. x 3 2 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 28" '/. % x 3 4 4 4.80 250 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 28° '/. '/. x 3'h 4 6 6.90 2.50 8.02 &12 7.00 9.50 11.06 11.12 0.63 0.88 0.43 78° 7. 1/. x 3'h 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.45 28° Y. % x 3 Yr 6 10 11 J 0 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.47 28° % % x 4 8 12 13.21) 2.50 14-32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.49 28° '/. '/ x 4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 2025 0.79 1.25 0.55 Ar % % x VA 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.50 28" '/. % A 4 !12 12 18 19.50 3.50 20.60 7.0.74 19.64 23.25 24.75 24.83 1.00 1.38 0.68 2M % V. x 4'A 12 20 21.60 3.50 22.70 22.84 21.74 25.50 2/.00 27.08 1.02 1.44 0.69 78° 111. '/. x 4 % 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.50 31.58 1.02 1.56 0J5 280 '/. '/ x 5 16 X 32.00 4.00 33.29 33.46 32.17 36.88 39.17. 39.12 1.31 2.00 0.82 2(P 1 '/. 1 x 6 7n 36 38.30 4.t>) 39.S9 39.76 30.47 43.75 46.00 46.00 1.45 2.00 1.00 20' I '/. 1 x 6 24 47 44.50 4.00 45.79 45.96 44.61 50.62 53.12 53.12 1.45 2.00 1.25 20° I % 1 'A x 6 Y. 28 48 50.8U 4.00 52.09 152.26 150.97 157.50 1 60.0(1 160.00 1.45 1 2.00 1.35 1 2(P I % 1 1/. x 6 %: 32 + 54 * 60 i Di)nensions Available On ltequer( J t 64 Lvv C1 � *Not Included In AY)IWA C153 •" •'Q `FM� STAG' Prof,wtxxK % Ilpyreah .Kxntextedrdxrelttfi, fkft r ttonwv -r.ri pAa M MA em .n r..�Y�• M+�•. ,G..I,.,o{uod,r(Acor,r Page 3 Utility Pipe Fittings and Accessones Fla 7 C C d Fiffing,s ANSI/AW, VVA C 1 10/A2 T .10 ]" - 64" DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile iron per ASTM A536 PRESSURE: 250 PSI ratirng for I"- 48" sizes and 150 PSI toting for 54" - 64 TESTING: !n accordance with ANSI/AWWA C 110/A21.10. UI and FM reguiremcnis LAYING LENGTH: 2" 48" sizes in accordance with ANSI/AWWA CI 10/A21.10 and ANSI BI6.1 urid 5 4" - 64" ii/.HS iii aC:Cardance wish ANSI/AWWA C I53/A71.53 (fittings not fisted in ANSVAWWA have dimensions per Star design as noted in the catalog) WEIGHTS: Are in pounds. unless noted otherwise and do not include accessories, cement fining and coatings DRILLING: In accordance with ANSI/AWWA C 110/A21.10. ANSI/AWWA C.Ib3/A21.53 and ANSI B16.1 Class 125 flanges CEMENT LINING: In accordance with ANSVAWWA C104/A21-4 -- sizes I" 3" singes thickra;ss and S¢es 4-- 64" double thickneta COATING: Asphaltic sent Cout inside in uccordarx:e with ANSI/AWWA C 104/A21.4 and t,rirna cunt outside APPROVALS: 4"- 12" Underwriters Laborolork s t islod and roctory Mutual nrlyr-,vt r 1 1s x 300 PSI rnte,g 2." and greatef are UL/NSh-61 DIMENSIONS: All dimensions art- in inches uriless noted otherwise I t • 0 / O O i 0 o O O A W VVA Ap "N' D ti' r N H 45s,r,Fo ' u� ivar[a swum N OM SIZE O.D. B.C. T BOLT HOLE DIA.SIZE BOLTS NO. 1 4.25 3.12 0.44 0.62 % x 2 4 j 5.00 3.88 0.5o U.a� 4 x 2 4 2 6.00 4.75 0.62 0.15 %x 2'A 4 2 'b 7X) 5.50 0.69 0.75 . x 2'h 4 3 7.50 6.00 0.75 0.75 Y. x 7 'r- 4 4 9.N 7_50 0 c4 0.75 : , 3 8 5 10.00 8.50 0.94 0.88 % x 3 3 6 1 I .CC 9.SQ 1.00 0-eQ ', x 3 ''Ai 8 8 13M 11.75 1.12 0.88 x 3'/, 8 l i 16.0k 14.? ° 1.17 1.00 ". X 4 1?1 ? 19.00 17.00 1.25 1.00 % x 4 12 1.: 21.CC 16.75 1.38 1.13 1 14 '-. 12 16 23.50 21.25 1-44 1.13 1 x 4'A 16 1 f Z5.00 22.7 ` 1.56 1.25 1 '.4 A 5 t o 20 27.50 25.00 1.69 1.25 1 '/A x 5 ?0 24 32.1ri) 29.50 1 B8 1.38 1 V. x 5 'i ?0 30 38.75 36.00 2 12 1.38 1 'A x 6 '6 28 36 46.00 4?J11 � 1.K3 _ . 7 32 42 53.W 49.50 2.62 1.63 1 'h x 7 f4 36 »0 59-.`.0 56.W 2.75 1.6.+ 1 .- g 54 66.25 67.75 3.00 ?AO 1 '/. x 8'b 44 64 80.00 76.00 3.38 2.00 1 '/. x 9 52 F *Not Included in AWWA CI10 6RU:15I*ih DivArFmAn ni siAv Piz rWrXK-r5 UA$r PVF rinrxr:iS .0miqu COMMAN 11Ur Irrl 14.CL-os -Q'A (1Alf 7llyi9.VJJf.1 • • ••• '`'n V.-«w_turFrcr,.udu:tu:um Page 37 STARK PIPE PRODUCTS INFORMATION The StorgripO Mechanical Joint Restraint System is a unique product with a proven design that provides on exceptional restraining system for mechanical joint fittings (AWWA C 153 or C 110), valves, fire hydrants and all classes of ductile iron pipe. More Adaptable for Field Use FEATURES L ADVANTAGES • Gland is made from high strength Ductile Iron per ASTM A536, Grade 65-45-12 and is compatible with all Mechanical Joints conforming to ANSI/AWWA C 11 1 /A21.11. • The Wedge Assembly is designed with a Break -Off Torque Control Nut that will only break off in one direction, ensuring proper installation. • The Stargdo offers a full 50 deflection through 12" size, 30 on 14"-24", 20 on 30"-36" and 1 ° on 42"-48". • Minimum safety factor of 2:1. • Stargrio sizes Y-36" are listed with Underwriters Laboratories Inc. and sizes X-12" are approved by Factory Mutual Research. • The Wedges are heat treated to a minimum of 370 BHN. • The Wedge Assembly is designed to fit specific pipe sizes and is field repairable. • No special tools are required for installation of the Stargrip"". • Stargrip" eliminates tie rods and thrust blocks. • Standard gland color is Graphite Black (RAL 9011). Restrainer mechanism shall be integrated into the design of the follower gland. As the mechanism is activated, multiple wedging action sham be imparted against the pipe increasing its resistance as internal pressure increases. After burial of the restraining mechanism, joint flexibility shall be maintained. The actuating bolt sham be threaded into the restrairiing wedge and have a V 114" hex operating nut. The operating nut sham be. threaded onto the actuating butt, not swaged or riveted. The restraining twist off nut bolt system sham have a torque -limiting feature designed to break off at preset torque level& thus insuring proper action of restraining device. Glands sham be manufactured of high strength ductile iron in accordance with ASTM A536 Grade 65 45 12 requirements. The wedge shall be manufactured of high strength ductile iron and be heat treated to a minimum hardness of 370 BHN. Applicable dimensions shall conform to ANSI/AWWA C i 1 i /A21.11 and shall be incorporated into the mechanical joint restraint so that the device facilitates use with standard me, chanicaljoint bells. The mechanical joint restraint mechanism shorn have a maximum water working pressure of 350 PSi for sizes 3" Wand 250 PSI for sizes 18" and above. AiI sires sham have a minimum safety factor of 2:1 (i.e. twice the maximum pressure rating of the restraint). The mechanical -pint restraint mechanism sham be Underwriters Laboratories listed on size 3" through 36" and Factory Mutual Research Approved on size 3"-12". The restrant mechanism sham tx- Star" Pipe Products Stargrip" series 3000 or on approved equal. Or - FM — QD RLOSH RI D IRADI MAR[ aF STAR PRE PRODUCTS s1AR-1•IPtrRooucls t1WP* HOUSION CORPORATE I rat l FREE I A)0-999-30091FAX 291-55&9000 ..... ., wwwslaPAr-Yxoductss:nrt, Page 3 10.24fmuollor Co. 2", 2-1/2" & 3" MUELLERO" -2360 RESILIENT Iiev. 8.01 Shaded area indicates change. WEDGE GATE UA LU E -T H D. x T H D. Catalog number— A-2.Wl-8 threaded ends J Sizc,-2".2-1/2" 3" J Meets or exceeds all applicable requirements ul'ANSUAWWA C5W) Stand- ard and is certified to ANSI/NSF 61 J Threaded end dimensions comply with ANSI B2.1 J Iron body with nominal 10 mils MUELLER' Pro -Gard' x' Epoxy Fusion Coated interior and exterior surfaces J Epoxy coating meets or exceeds all applicable requirements of ANSI/AW WA C550 Standard and is cenificd to ANSI/NSF 61 J Iron wedge, symmetrical & fully encapsulated with molded rubber; no exposed iron ❑ Non -rising stem (NRS) LI Triple wring seal stuffing box (2 upper & I lower O-rings) J 2" square wrench nut (oplional handwheel available}— olen left or open right ❑ 2"-3" sires-250 prig (1723 kP:t) maximum working pressure, 500 prig (3447 kPa) static test pressure ❑ UI. Listed, FM Approved: 200 prig (1379 kPa)— 3" size A-2360-8 tions e pages 10.34 and 10.35 for more information on Resilient Wedge Gate Valve options ❑ Position indicators J Stainless steel fasteners: 'Type 304. Type 316 D ASTM B98-C66100/H02 stem ❑ Handwheel Resilient wedge gate valve parts t o-xo Catalogj Description Material Material standard,' Part No. I i r.- G-16 _ _ Bonnet Boos & Nuts Carbon Steel ASTM A307 Grade R. "Zinc Plater! 041 Stuffin Box Bolts & Nuts Stem U -rings (3) Wrench Nut Cap Srrn w Carton Steel Rubber _ Carbon Steel ASTM _A307 Grade B. 'Zinc Plated ASTM D2000 ASTM A307 Grade B. Zinc Plated G49 0-210 G 201 Stuffing Box Seal Wrench Nut Ruhbcr Cat Iron ASTM D2000 ASTM A 126 CL.B G-202 Sian G-203 Bronx ASTM 11138 G-204 Hand Wheel (not shown_) Cast Iron ASTM A126 CL..B G-205 Stem Nut _ Guide Cap Bearings_ Bronrc ASTM B62 G-2n6 Celccn G-2t17 Stuffing Box_ Cast inn ASTM A 126 CL.B Ami-frictitm Washers (2) G-208 Celcon G-209 _ Wedge, Rohrer Encapsulated Cast Iron` __ ASTM A 126 CL.B G-210 Bonnet Bonnet Gasket Cast Inn ASTM A 126 CL.B ASTM D2000 G-211 Neoprene G-212 Body Cast Inn ASTM A126 CL.B Ily encupsul:acd in molded rubber with no iron exposed SEE PAGE 10.39 FOR ORDERING INSTRUCTIONS a Y03 G-3t0 c-,e a-211 a-705 a-rz a-3oe a-30, MusymCo. C-12" A-2362 RESILIENT WEDGE GATE VALVES - M.J. x FL. Cat;ilu� numher- A-2362-16 mechanical joint x Ilan Sed ewith accessories unassembled) Lc amca Iomt x flanged ends i less accessones) Sizcs - 4", 6". 8", 10" 12" f4_4 :J Meets or exceeds all applicable requirements of ANSI/AW WA C509 alnd C515 Standards. UL Listed, FM Approved, and certified to ANSUNSF fit. U Flanged end dimensions and drilling comply with ANSI B 16.1. class 125 i] Mechanical joint end complies with ANSUAWWA C I I I Standard ❑ lion body with nominal 10 mils MUELLER' Pro -Gard'" Nsion Epoxy Coated interior anc exterior surfaces Epoxy coating meets or cxecods all applicable requirements of ANSI/AW WA C550 Stand- ard and is certified to ANSI/NSF 61 U Iron wedge, symmetrical & fully encapsulated with molded tubber-. no exposed iron U Non -rising stem (NRS) U Triple 0-ring seal stuffing box (2 upper & I lower 0-rings), with fourth 0-ring serving as dirt seal U 2" square wrench nut (optional handwheel available) - open left or open right U 250 prig (1723 kPa) maximum working pressure. A-2362-16 500 prig (3447 kPa) static test pressure M.1- xcevn rica U UL Listed, FM Approved - 200 prig U 379 kPa) sfrillic-d tum.cmfilat Options I Position indicators U Stainless steel fasteners: Type 316 U Enclosed bevel gear U ASTM B98-C66100/1-102 stem ❑ llandwhocl Resilient wedge gate valve parts Catalog:Description (Material Material standard Part G-16 Bcmnet HoIts bt Nuts Stuffing Box Bolts & Nuts - Stainless Steel G-41 Stainle.; Steel G-49 Stem 0._ri_ngs (3) Rubber C-200 Wrench Nut Cap Screw Stainless Steel Rubber G-201 Stuffing Box Seal G-202 Wrench Nut Cast Iron G-203 Stem Bronze G 204 Hand Wheel (not shown) Iron _C;uA Bronze G-205 Stem Nut _ G_206 Guide Ca _ Celcon G-207 Stuffing Box with Cast iron _ dirt seal Rubber CelLon G-208 Anti -fried n Washers (21 — G-209 Wedge. Cast Iron* _ Rubber hncapsulalion _ SBR Ductile Inm_ G-210" Bimnel -_ G-211" Bonnet O qng ----- Nitrite _ G-212•' Rudy Ductile Iron Type 304 Type - - i ASTM A126 CL.B ASTM B 138 ASTM A 126 CL.B_ ASTM B62 ASTM A 126 CL.B ASTM A 126 CI _.R ASTM A536 Grade 6545-1 ASTM A530 Grade 6545-12 G * Fully encapsulated in molded rubber with no iron exposed rev ious to 1999 these pans on 4" 12- valves were designed with a g:Lskei instead of an 0-ring and Ury Ll ilh :uldiIional bolts. Con fim the type of seal when ordering a replacement gasket or 0-ring. 2"-12" A-2362 RESILIENT WEDGE Mueller Co. GATE VALUES - M.J. x M.J. J Catalog numb r- A-2362-20 Mechanical joint ends Iwith accessories unassembled) A-2362-23 Mechanical joint ends i ess accessories) A-2362-25 Mechanical joint ends (with h;utsttion gaskets accessories unassembled) J Sizes - 2". 3". 4", 6", 8", 10". 12" -J Meets or exceeds all applicable requirements of ANSUAWWA C509 and C515 Standards, UL Listed. FM Approved, and certified to ANSIINSF 61. U Standard mechanical joint ends comply with ANS►/AW WA C I I I U Iron body with nominal 10 mils MUELLER" Pro -Gard" Fusion Epoxy Coated inte- rior and exterior surfaces U Epoxy coating meets or exceeds all applicable requirements of ANSUAWWA C550 Standard and is certified to ANSIINSF 61 J Iron wedge, symmetrical & fully encapsulated with molded rubber; no exposed iron J Non -rising stem (NRS) U Triple U-ring seal stuffing box (2 upper & I lower 0-rings) with dirt sealtt U 2" square wrench nut (optional handwhcel available) --open left or open right J 250 prig (1723 Wit) maximum working pressure. 500 prig (3447 kPa) static test pressure U 3"-12" sizes - UL Listed, FM Approved: 200 prig (1379 kPa) ttl)irt seal on 4"-12" valves t, A-2362-20 M-L acctmumics %hipped unassembled Options J Position indicators ❑ Stainless steel fasteners: Type 316 J Enclosed bevel gear J ASTM 1398-C66100/I102 stem Ll Handwheel Resilient wedge gate valve parts Catalog Description Material 'Material standard Part (;-I(, Bonnet Bolts & Nuts Stainless Simi G-41 Stuffm Box Bolts & Nuts Stainless Steel_ G-39 Steels 0-rings(3) Rubber G-2(x) I Wrcm h Nut Can Screw Stainless Steel Stuffing Box Seal Wrcnch Nut Rubber Cast hon G-201 G-202 G-203 Stem Bronze 6-21" l land wheel (not shown) Cast Imo_, G _ 205 Stem Nut _ Bronze _ G72I16 Guide Ca_ p Bearings Stuffing Box with Ccicon _ Cast iron _ G-207 dirt wallet Rubber G-208 Anti -friction Washer (2) Celcon (;--74)9 wedge. Cast Inset• Rubber Fiwaputlation SBR 304 304 - :iO4 A A] 26 CLA _ A B 138 4 A 126_CI--B - A B62 A A 126 CL.B A AI26 CIA G-210ry BomnY Ducllle Imm ASTM A536 Gtwle 65-45-12 - G-211'"+ Bonnet 0-ring_ Nitrite - G-212" B«dy Ductile rron (ASTM A5-36Grade 65-45-12 Fully encapsulated in molded rubber with no iron exlwsed Previous to 1999 theNe part% on 4"-12" valves were designed with a gasket instead of an 0-ring and with addilion:d holt holes (2"-3" sizes retain neoprene gasket design affecting these parts). Confirm the type of . al when ordering a replacement gasket or 0-ring. ttDirtseal on 4"•12" valves I r S•I'AR " Pll'E PRODUCTS 94n 8 VALVE BOX aOC�� 3.M I T I 77 SEWER In1cs• erial - Cost Yon i+5 er ASIM A48 Class 308 D+m(:nsiorn in MChCs 940 18" VALVE BOX Nt"%: . Mufond - CCg1 Sul I Pei ASTM A48 Class umensions in tnOwn !p a 3.44 .1 �t Municipal & tor,, luctivn Castings VALVE BOXES CO DETAILS I APMX wr. Ws.) ST94U Tsw—�c--* OMPLETE WATER 345 V85'940-GN.PIFIFShwhki 30.5 CODE F DETA1tS (RO�1X M . VRSL94U-18W COMPLETF WATER 42.5 VBST940-18S COMPLLIL SCWCR 42.5 V8S1940.18T TOPONl1' 30 38 n 19401 WA 101 Lit) 12.5 SEWER I IT) J 12.5 VBS1940L5 ilAvrIM �vl •IAM'15 1_ClU�fCtM CpkIMAIElI(Y1.lku t w!Y'N 10111A%?A1-�x4-j(1177 w.rn•.t1.�1 y.ry.�.n4y ••,inn VB - 19 y'lk MtR. MUELLER° SUPER CENTURION° V. 8 04 Shaded area indicates chanyes FIRE HYnRANT J Super Centurion 250" 3-way catalog numbers - (approved to UL 246, FM 1510, ANSUAIS'1VA C502 Standards) - A-421 4-1/2" main valve opening three way (%vo hose nozzles and one pumper nozzle) Super Centurion 2(K)" 2-way cats ae number s✓d �� to (approved to ANSI/AW1VA C502 Standards) - ¢l d A420 4-112" maid valve opening two way (two hose HOLZICS) A-422 5-1/4" main valve opening two wary (Iwo hose nuzzles)��/ f A425 5-1/4" main valve opening two way (two pumper nozzle.%) Super Centurion 200" 1-w2y catalog number (approved WANSUAWWAk C502 Standards)- A424 4-1/2" main valve opening one way (one pumper nuzzle) 190221�. lJ 10 year limited warranty on material and workmanship U Meets all applicable parts ofANSI/AWWA Ci02 Standard U Post type dry barrel design ❑ Dry top design with O-ring seated oil reservoir U Traffic feature; with stainless steel safety stem coupling J Compression -type main valve closes with pressure for positive seal, it is made of rubber and is conveniently reversible providing a spare I'm long service life U Operating nut available in wide variety of shapes and sizes -open left or right U Field replaceable hose and pumper nuzzles U I lose and pumper nozzles have large radius, full flow openings For low friction loss U Contoured shoe is designed for lull flow U Dual bronze drain valves provide effective barrel drainage ❑ 250 psig (1723 kPa) maximum waiting pressure. 500 prig (3447 kPa) static test pressure for 3-way hydrants, 200 psig 0379 kPa) maximum working pressure, 400 psig (2758 kPa) static test pressure for 2-way and I -way hydrants Dimensions M is i II� Mechanical joint standard and D-150 aF I Flange ANSI 125/150 or PN 10/16 Drilling i _ I Slip-on smr Non -rotating bolt design cast -in pads elimi- nate need for anti -rotation bolt: Front view detail of Mechanical joint (Standard only) Vertical Flange' 4' Vertical shoe available for A-420 and A-421 hydrants. SEE PAGE 9.28 FOR ORDERM INSTRUCTIONS Z ra HARRINGTON PERMANENT HYDRANT ADAPTER'"' I larrington Permanent Hydrant Adapterv" - Metal trace Storz _ adapter with female thread, secured permanently to the hydrant, _ncluding Storz Blind Cap with Suction Seal and Aircraft Cable. Harrington, Inc. ' 2630 West 2 l St Street Erie, PA 16506 800-553-0078 HPHATm SPECIFICATIONS The Permanent Hydrant Adapter threads onto the male nozzle and is secured permanently to the hydrant. A Storz spanner wrench is required for cap removal. The Storz adapter shall have a hard anodized alutrminum metal face seal and hard anodized aluminum Storz ranips and lugs. 'I -he adapter's finish shell be hardcoat anodized to Mil-A-8625f, Type 3, dark gray. The adapter shall he made of forged or extruded 6061-T6 aluminum and secured to the nozzle by 2 stainless steel set screws, inserted 180° apart. The female adapter shall contain a flat rubber gasket which seals against the male hydrant nozzle. The blind cap shall have hard anodized aluminum Storz ramps and lugs, trade of forged or extruded 6061-T6 aluminum. The center cap shall be equipped with a suction seal. The cap shall be connected to the adapter or the hydrant with a 0.125" vinyl coated aircraft cable. The high torque cap requires a Storz spanner wrench for rctnoval. Once installed, the Permanent Hydrant Adapter with cap extends less than 3" from the hydrant nozzle. HPHA"' Harrington Permanent Hydrant Adapter" � T E r-LI-►j Storz metal face adapter with cap/cable for existing hydrants. 4 AdApter Size A B C E LI L2 4" Stars a 4"F 6.14 4.53 3.54 2.65 1.99 1.15 4" Stara 4.5"F 6.61 4.53 3.54 2.65 2.04 1.13 5" stars s 4"F 7.71 5.84 4.00 2.75 2.07 1.18 5" Start a 4.5" F 7.71 5.84 4.54 2.75 2.04 1.18 E NnminAl Dimrnainna l:n :neural Cap Sirc A B LI 4" Stnn 6.11 4.53 1.44 5" StOtz 7.71 5.84 1.63 HARRINGTON INCLWOFAi D 2630 `REST 2IST STREET ERIE. PA 16506 800.553-0078 law S 1 a-8;8-7339 vv,vvv.harrinc com vay.v h%.iranloor- cctr Foy TITE I tj , 0 PI ,. '_; F. 1. 1 i �) 6: GRADE RING CAIA102 Ho. W 'a" "C" WoIgM IIL+� 2-to'L. CONCRETE BRICK• 23/81, x 35/0" x 71/21• HYDRANT BLOCK 121, SQ. x 4" THICK HYDRANT BLOC_ K 16" x 8-1 x 4" '1'HIC�> If 22" DIA. x 2" THICK 24" DIA. x 2" THICK 5.4 3/4" - 2" MUELLERc 300TM toe, BALL CORPORATION VALVES MUELLER"3W1'`1 Ball Corpora- tion Valve Inlet: AWWA taper - (MUELLER "CC") thread Outlet: MUELLER' l IO'Conduc- live Compression Connection for B-25008 CTS O.D* tubing 314 = 13/4" x 1., MUELLER 300 Ball Corporation Valve t i Inlet: AWWA taper (MUELLER "CC") thread Outlet: MUELLER 110 ' B-25009 Compression Connection for IPS PE* pipe - YT -- _- MUELLER 300 Ball B-25028 MUELLERG°300Tm Ball Cor- poration Valve Inlet: AWWA I.P. thread Out- let: MUELLER` 110°)Con- ductive Compression Connec- tion for CTS O.D. tubing 11-I12" x 2" 2" MUELLER 300 Ball Corporation Valve Inlet: AWWA I.P. thread Outlet: MUELLER I l0m Compression Connection For IPS PE* pipe Corporation Valve MUELLER 300 Ball Inlet: AWWA taper Corporation Valve (MUELLER "CC") thread Inlet: AWWA I.P thread Outlet: MUELLER Pack Joint Outlet: MUELLER for IPS PE** pipe Pack Joint for IN PE** pipe E-25009 "None: 3/4" siu only may also he used on E-25029 "Notc: N4" size only may also tv used on PVC PVC MUELLER 300 Ball MUELLER 300 Ball Corporation Valve Corporation Valve Inlet: AWWA taper Inlet: AWWA I.P thread (MUELLER "CC") thread Outlet: MUELLER Outlet: MUELLER Pack Joint Pack Joint for IPS PVC pipe V-25055 for IPS PVC pipe V-25058 MUELLER 300 Ball MUELLER 300 Ball Corporation Valve Corporation Valve ' Inlet: AWWA taper (MUELLER Inlet: AWWA I.P. thread "CC") thread Outlet: MUELLER Pack Joint Outlet: MUELLER Pack Joint Connection for CTS O.D_* P-25008 Connection for CTS O.D. * tubing P_25028 tubing •See chats on pages 5,10-5.13 for tubing and pip: ,1-1/2 t=1I2"a2 - —� j,. nay W used with these connectiunc. E- Surs shown above reptcscnt nonunal size of inlet and outlet connections. When two sizes are gisvn, the first is size of inlet and the second is size of outlet. mUELLER Corporation Valves are manufactured and tested in accordance with ANSI/AWWA C800 6.8 Mueller ca. SERVICE FITTINGS WITH R� %: Shaded area indicates changes MUELLER 110 0 COMPRESSION CONNECTION I>, Straight three part union MUELLER 110 Conductive MUELLER I IWConductive Compression Connection for Compression Connection for CTS O.D.* tubing x F.I.P. H-15403 CTS O.D.* tubing -both ends thread H- 451 1 1/2.0/4" �5J>3"x314" eI,_ 1" 1-0/4" I"x2" Ih ;i4 3/4"0 r' 1"0/4•' t xi i.4 I-' 1-1/4"xl" 1-1/2" 1-1n" x 1" 2" P-; xI, I-Ir" 1-1/2"xl" j 2" 2"xl-1/2" Straight coupling Straight coupling MUELLER 110 Conductive MUELLER 110 Compression �•` ����� Compression Connection for Connection for IPS PE* pipe ' CTS O.D.* tubing x M.I.P. go x M.I.P. thread H-15428 thread 1/2.. , 3/4` l.. I1"x3/4" 1-1/4" 1-112' �1-112"x1' II" 2 xl-1/2' Straight three part union 1 MUELLER 110' Compression Connection for IPS PE* pipe -both ends H-15404 dart.• L•x3r4- H-15429 3!4" 1" 11"x3/4" Straight three part union MUELLER 110 Conductive Compression Connection for CTS O.D.* tubing x 110 H-15409 Compression Connection for IPS PE* pipe 1"0/4" Straight coupling MUELLER 110 Straight coupling Conductive Compression Con- MUELLER 110 Compression ' nection for CTS O.D. tubingatK x Connection for IPS PE pipe Pack Joint Connection for IPS PE x F.I.P. thread E-15409 pipe H-15454 "Note: 3/4" size only may also be used on PVC -- I x P4 --�J 3!4" — 1" _ l"0/4" *See chart on page 6.11 ftx tubing and pipe that may be used with these connection%• $Requires minimum ordering quantity. Contact MUFLLFR Customer Service Center for minimum ordering requirements and availability. N0`1'F: Sizes shown above represent nominal size of titling. When two sizes are given, lint is size of MUMLER 110 Compression Connection and second is size of threaded end. MUELLER Service Fittings are manufactured and tested in accordance with ANSUAWWA C814. UELLER - R2404R2- 7 "-24 " Tall COPPER METER YOKES WITH ImuellmrA. 8A.1 HORIZONTAL INLET AND OUTLET Aeva.9, Typical installation of a horizontal inlet and outlet supper meterffioke. Copper meter yokes with horizontal inlet and outlet and multi - purpoisethrsad ends Catalog number H-1400 H-1401 H-1404 H-1405 B-2404 i B-2405 Description Plain yoke With test valve With lock wing With lock winE With luck wing With lock wing ground kcy ground key MUE.LER 300— MUELL.ER 300'ar angle meter angle meter Angle Ball Valve Angie Ball Valve stop stop and test and test valve valve Check valve options MUELLER Copper Meter Yokes can be ordered with one of the following: an ASSE approved top entry vertical check valve; an ASSE approved dual check valve; a dual check valve (ASSE non -approved). To order the ASSE approved top entry check feature, add a suffix of -6A to the yoke cataloge number; add - 6D for the same check with a test drain. For the dual check feature, add a suffix of 2A to the yoke catalog number for the ASSE ap- proved model or -2 suffix for the nonapproved model. Examples: H-1404-6D for the ASSE approved top entry vertical check with a test drain; Angle dual check ASSE H- 1404-2A for the ASSE approved model angle dual check valve- valve approved top entry vertical check valve Dimensions Meter size 5/8" 5/8" x 3/4" • 1314" • 1 " ---� 1" ' 1-1/4" Nominal sire of I.P. thread in meter nut 314" 1 Dimension 1-l/16" I-5/IG" 1-916- 1-59"M8' Dnricnsion E 7-78" 7.7/9" 9-5/16- 11-1/16" Dimerision C - ntminal pipe sire of inlet and owlet 3/4' 314" 314" 1" Dimension D 7-15116- 12-5/S' 7-15/16" 12-5/8' 9-3/8' It-Ila' Dimension E 14.1/4- 17-1/4' Dimension, F - minimum riser height 7" (9"••) 7" (9- ") S" (I (r ") 10- (12. •ry (hhet riser heights at,ailahic 91, Ir, IS-, IS-, 21'. 24', 27'. 30". 33'. and 36' 9-, 12 S IS-, 21", ' 30". 33-, and 36'' 12-, IS', 19-, 21- 24-, 27', 30', 33", and 36' 12-, IS-, IS-, 21-, 24", 27", 30", 33'. and 36' -Add "It" to the cod of the *Add* R ' en the end of the yoke catalog eumhcr to urda a reduced pun Angle Hall Valve; EXAMPI F Stlttl/40D.2eiMk. " Miaimum wirh 6A .. hn , h,tum Copper Molar Yakes am normally crrppiied lap cad connections. Seepages 1A.41 and 11A.0 fa►en l connections that can ho usnA with these taking. Note: the 5B', 5/8- a 314", and 3/4'sius we furnished with a tie baron heights greater than IS'. The V size is famished with* tic baton heights greater than 18" SPECIFY METER SIZE, RISER HEIGHT AND CATALOG NUMBER. 8A.48[muellef C-cl END CONNECTIONS FOR COPPER METER Rev8-04 YOKES WITH MULTI -PURPOSE ENDS Straight coupling Multi -purpose thread x 0 Multi -purpose thread x ` *_ MUELLER" Pack Joint MUELLER 110' Conductive Connection for CTS O.U.* Compression Connection for tubing -----.—.--CTS O.D.* tubing Straight coupling H-14227 P-14227 7Catalog.irc MOM 5/8xIiI4.1 I t Cntal r�ttc IIS!%x3/4x3/d I _ _ size: 5/8-5/8x3/4, 3/ SB. SBx3/4. Meter size 15!%. 5/%x3l4, 314 I Tubing size 3/4 1 1 Tubing sear 314 I Straight coupling 0 Multi -purpose thread x 0� _ Multi -purpose thread x , MUELLER INSTA-TITER' MUELLER 110 Compression Connection for C'I'S O.D.* Connection for IPS* PE pipe PE tubing Straight coupling H-14228 H-14230 ..Catalog sire 5/8x_1/4x3/4 1 _ ECall,,.�.,.,,ze 5/Sx34x3/4 11 Meter size 5/%. 5/8x314, 3/4 1 u 5/8, 5/8/4,3/4 II Pipesiu 3/4 I iu 3/4 I Straight coupling HT x male multi -purpose thread Z., Used to adapt M.I.P. yokes to _- multi -purpose couplings Straight coupling 507310 / 507311 Ptrt nc,. ' 507310 507311 _ Calak •sire 3!4 1 Meter size 5/8.5/Sx.3/4, 3/4 1 i sixc 3/4 1 SYI li �`. ::�srl�ttr H-14229 Multi -purpose thread x MUELLER INSTA=CITE Connection for IPS* PE plastic pipe EC''Ikks¢r 5!%z3/4x3/43/4x1Iz518,5/7ix3/4, 3/4 5/8x3/4x3/4 1iu 3/4 1 1 Straight coupling 01V Multi-purpose thread x MUELLER Pack Joint Connection for IPS* PE E-14228 pipe Cntalug size 5/8x3/4x3/4 Mctcr size 518, 5/80/4, 314_ Tubing size 3/4 *Sec charts on pages RA.50 - 8A.52 for tubing and pipe that may be used with these connections. MUELLER" Copper Meter Yoke Couplings arc manufactured and tested in accordance with ANSUAWWA C800. Product Range Print O. � Home Up Page 1 of l CAMBRIDGE-LEE INDUSTRIES Leading the Tlin, ffith Qnalrn' and .Senxe... W Tndristrial Metals Furope COPPER TUBE PRODUCT RANGE Cambridge -Lee Industries manufactures a wide range of copper tube products for use in the plumbing, refrigeration, air-conditioning, and commercial industries. Described herein is our current product range, but other items and specifications are continuously being added and may be available upon request. Application Ternperl Lengths Color Specifications ater Tube Domestic Water Service Hard 10 ft. Straight Igth Green C12200, ASTM 8-88 Type K Fire Protection 20 ft. Straight Igth Federal WW-T-799 Solar, Fuel Oil 00ft60 ft. Cols HVAC 100 ft. Coils Water Tube Domestic Water Service Hard 10 ft. Straight Igth Blue C12200, ASTM B-88 Type L Fire Protection 20 ft. Straight Igth Federal WAN 1-799 Solar, Fuel Oil soft 60 ft. Coils 1 HVAC, Natural Gas 100 ft. Coils Water Tube Domestic Water Service Hard 10 ft. Straight Igth Red C12200, ASTM B-88 Type M Fire Protection 20 ft. Straight Igth Federal WW-T-799 Solar, Fuel Oil HVAC ACR Tube Air Conditioning Hard 20 ft. Straight Igth Blue C12200, ASTM B-280 (L cleaned and Refrigeration capped/degreased) Natural Gas OXY/MED Tube Medical Gas Systems Hard 20 ft. Straight igth Blue C12200, ASTM B-280 (K & L cleaned and B-819 cappedldegreased) Refrigeration Tube Air Conditioning Soft 50 ft. Coils Red C12200, ASTM B-280 Refrigeration Service 100 ft- Coils DWV Tube Drainage Hard 20 ft. Straight Igth jYellow, C12200, ASTM B-306 http://www.cambridgelce.com/Products/coppertubcproductrangeprintable. htm 5/ 18/2012 Oldcastle Precast Enclosure Solutions 11 Heavy Wall - Rectangular - MSBC & MSBCF Series Delivering Reliability Heavy Wall - Rectangular: MSBC & MSBCF Series Carson brand MSBC and MSBCF meter boxes provide a superior alternative to traditional thin walled rectangular plastic boxes, and a light weight alternative to concrete in almost every application. Made with our patented co -molded wall process, these boxes have strong side walls a minimum of .550" thick that provide outstanding crunch resistance. The unique bright white interior makes meter reading easier and faster. An anti -settling flange helps keep the meter box stable in sandy or soft soil. Our MSBCF boxes feature a paving flange at the top of the meter box designed to provide extra support in concrete or pavement. Available in a variety of sizes, colors and depths. MSBC & MSBCF Available Covers The Carson brand offers a wide range of cover options in a variety of materials; ductile and cast iron, HDPE Structural foam and polymer concrete. Our covers have load ratings from pedestrian to 20,000 Ibs with options such as custom colors, markings and AMR/Radio Read ready covers. Ductile Iron MSBCF • 2500 lb wheel load rated with suitable cover • Standard concrete sizes • Integrated paving flange MSBC • 15,000lb wheel load rated with suitable cover • Standard concrete sizes • Expanded base for more room Ila& Polymer Concrete HDPE Structural Foam • Oversized max -view doors Excellent skid resistance 0 Lightweight and strong • 20,000 Ibs wheel load rated • Load ratings to H2O (44,600 Ibs) 0 Cost effective • Retractable lifting devices Radio read compatible Our product line is constantly growing! Don't see what you need? Call us. It may already be available! oldcastleprecast.com/enc/osureso/utions MSBCF Series Typical Specifications. The meter box shall be high -density Polyethylene of one-piece molded construction for durability and impact strength and shall have a wall thickness of no less than .550". The meter box, with a ductile iron cover installed, shall be able to bear a 20,000 lb. load in a wheel load (H-20) style test. Meter box shall be able to withstand a 200 lb. side load applied with a 4" x 4" plate 1" down from the top center of the box, without deflecting more than 1". The meter box shall be black on the exterior to prevent UV degradation and bright white on the interior to reflect light and ease meter reading and service. The box shall be designed in such a way as to have an integral flange, no more than 3" from the top to support the box in concrete, paving or soil, and a bottom flange a minimum of 1" wide to help retard settling. The box shall have removable pre-cut pipe entry areas, 3" wide x 4" high, located on the center of each end (short side) of the box for single meter installations and 3 pre-cut pipe entry areas (single in, dual out) for dual meter installations. The box shall be designed in such a way as to be securely stackable and shall be available in 12" and 18" heights as installation conditions may require. The box shall weigh no more than listed weight for each meter size for safety and ease of handling, transport and installation. All dimensions shall be in accordance with the above drawings for the appropriate size meter. The meter box shall be MSBCF as manufactured by Oldcastle Precast Enclosure Solutions or equal. MSBC Series 'typical Specifications: The meter box shall be high -density Polyethylene of one-piece molded construction for durability and impact strength with dimensions as shown in the referenced drawing_ The meter box must have a minimum wall thickness of .550" and have been tested to withstand a 15,000 lb. vertical load freestanding and a 200 lb. side load, applied with a 4" x 4" plate 1" down the top center of tho box, without deflecting more than 1 ". All edges shall be clean and smooth for safety during handling and installation. Inner and outer walls are to be smooth with a bright white interior to ease meter reading with a black exterior to retard UV degradation. The meter box shall have an antisettling flange on the bottom for stability and pre -molded pipe entry areas on each end. The box shall weigh no more than listed weight for each meter size for safety and ease of handling, transport and installation. The meter box shall be MSBC style as manufactured by Oldcastle Precast Enclosure Solutions or equal. �- A 0.75" Ikn.x .1,v -13"� I'q� hpq Arcs _- 1 n , Short Side View f C 0.550" ` ui„imum Top View 1.2 Long Side View SKU Number Model Number A (in.) B (in.) C (in.) 13 (in.) E (in.) F (in.) Weight (Ibs) 10152022 MSBCF1015-12XL 10.5 15.5 12 10 13.5 15.75 13 10202001 MSBcrlD20-l2 10.625 20.75 12 10.25 18.75 17 11182010 MSBCF1118-12XL 11.25 18.125 12 10.125 17,375 18.875 15 11182030 1 MSBCF1118.15XL 1.1.5 18.3, 5 15 9 15.75 21 1 17 11182014 1 M6BCF1118-18XL 11.25 18,125 18 10.125 17.375 18.875 19.5 13242036 WBCF1324-12XL 13.75 23,1875 12 12.125 21.5 23.125 18 13242037 MSBCF1324-18XL 13.75 23.1875 18 12125 21.5 23.125 22.5 14162004 MSBCF1416-12 14.5 16.5 12 13.5 14.5 14 15272001 MSBCF1527-12XL 1 15.75 26.875 12 13.5 25 2725 21,5 15272002 MSBCF1527-18XL 15.75 26.875 18 13.5 25 27.25 24 15272005 MSBCF1527-36XL 15.75 26.875 36 13.5 25 27.25 1 48 17302 BCF1730 .25 1 17302044 MSBCF1730-18XL 17.625 30.5 18 16 28.75 30.75 1 27 r-n-J C 3" 0.550" 4 hlimi- 1.25" Iv - Short Side View Top View 0.5" Long Side View 0.5" SKU Number Model Number A (in.) B (in.) C I (in.) D (in.) E (in.) Weight (Ibs) 10152019 MSBC1015-12 10.25 15.5 12 15.5 20.75 13 11182006 MSBC1118-12 11.25 18.125 12 16.75 23.125 18 11182007 MSBC1118-26 11.25 18.125 26 16.75 23.125 30 14162003 MSBC1416-12 14.5 16.5 12 17 7 5 14 13242034 MSOC1324-12 I 13.75 23.1875 12 19 27.625 25 17302D43 MSBC1730-18 17.625 30.5 18 22.875 23 40 'All dimensions and weight are subject to change without notice (800) 735-5566 17.43 3 4 I 1.77= ;*' L B- -� -- - -�--. 30.197 9.869 TOLERANCES NOT ESPECIFIED 0"-4"t1132 4"-8"i3/64 8"-12"t1/16 12"-18"t3132 18"-UPt1/8 DRAFT t 2° 0 DUCTILE IRON ✓IEW A - A R 0.1e6 FLAT COVER MSP 17" * 30" LID AAT. ESPEC. SIZE DRAWN BY CHKD BY APPROVAL BY DATE ASTM GRADE-536 A4 C.A.L.Z 12-12-03i`l 85 - 45 - 12 SCALE VIMENSIONS MADE FROM 1:4.5 INCHES I SAMPLES SHEET 1 OF 1 D F G RACTO s D c CITY G TRANSFER lNC � Qv c<`Cq T E S J Q Aggregate Sieve Analysis Results Soil Description and Source Material Type CSTC, 518 Crushed Rock WSDOT Spec. 9.03.9(3) Source Sumner Mine WSDOT Pit I.D.# 8-231 Date Obtained July 14 2011 Test results by AAR Testing Lab inc. Degradation 76 LA Wear 15 Sand Equivalent 70 Fracture 99.0% 100% 90% 80% 70% rD m 60% v 50% lu Ln U" 40% 30% 20% 10% 0% Sieve Size Percent Passing Spec Min Spec Max 3/4" 100.0% 100% 5/8" 99.0% 1/2" 94.4% 80.0% 100.0% 3/8" 75.2% #4 49.3% 46.0% 66.0% #40 14.7% 8.0% 24.0% #100 8.1% 0.0% 10.0% #200 5.1% 0.0% 10.0% GRAIN SIZE DISTRIBUTION t7 CD O O CD N Particle Size 2720 E.Valley Hwy. East Sumner WA 98390 P.O. Box 1850 Sumner, WA 98390 Seattle (253)850-1775 Tacoma (253)863-4556 Fax(253)850-1797 E DCffy ' Qv G4 TE SVQ Aggregate Sieve Analysis Results Soil Description and Source Material Type CSBC, 1 114" Crushed WSDOT Pit I.D.# 9-03.9(3) Source Sumner Mine WSDOT Pit I.D.# B-231 Date Obtained Test results by Sand Equivalent Fracture CTI Product ID 100% 90% 80% 70% n 60% 50% n, v� 40% n 30% 20% 10% 0% March 7, 2012 AAR Testing Lab 74 99.0% 104 Sieve Size Percent Passing Spec Min Spec Max 1.25'' 100.00/0 1000/0 1000/0 1.0" 95.0% 3/4" 82.0% 5/8" 73.0% 50.00/0 80.00/0 1/2" 62.0% 3/8" 50.00/0 30.00/6 50.0% #4 33.0% #10 21.0% #40 8.0% 3.0% 18.0% # 100 4.0% #200 3.3% 0.0% 7.5% GRAIN SIZE DISTRIBUTION O Q' CO N 00T CD CD CD Q V' O O Particle Size 2720 E.Valley Hwy. East Sumner WA 98390 P.O. Box 1850 Sumner, WA 98390 Seattle (253)850-1775 Tacoma (253)863-4556 Fax(253)850-1797 • O�iFtAC o G D CITY G' TRANSFER IAK FC.010 qTE S% Aggregate Sie ve Analysis Results Sieve Percent Spec Spec Soil Description and Source Name Size Passing Min Max 4.0" 100.0% 100% Material Type Grave/ Borrow 3.5" 100.0% 2.0" 100.0% 75% 100% WSDOT Spec 9-03.14(1) 1.5" 100.0% 1.25" 100.0% Source Sumner Mine 1.0" 84.0%3/4" 75.0% WSDOT Pit ID# B-231 5/8" 73.0% 3/8" 60.0% Date Obtained August 4, 2011 #4 50.0% 50% 80%#10 38.0% Test results by AAR Testing Labs #40 15.0% 0% 30% #100 #200 4.0% 2.9% 0% 7% Sand Equivalent 52 Fracture N/A CTI Product ID 406 IL DISTRIBUTION - GRAIN SIZE 100% 90% 80% 70% n 60% 50% U, Ln 40% Z3. LO 30% 20% 10% 0% o in o in %n o 1-00 00 o 0 o qv .-+ 0 o V M N .--i N •--M 1.1 M N +-1 Particle Size City Transfer Inc. 2720 E.Valley Hwy. East Sumner WA 98390 P.O. Box 1850 Sumner, WA 98390 Seattle (253)850-1775 Tacoma (253)863-4556 Fax(253)850-1797 7�o�r#ation HMA Mix Design Submittal Contract Information Contract Number State Route Section Date 02/16/2012 Project Engineer Region Northwest Region HMA Paving Contractor CEMEX Submitted By Kurt Siegfried HMA Class ❑ 3/8 Inch ❑ 3/4 Inch ® 1/2 Inch ❑ 1 Inch RAP to be Used in Production ❑ Yes ® No Percentage ESALs (millions) 3 to <30 Gyration Levels N Initial: N Design: N Max: HMA Evaluation Method ❑ Statistical ❑ Non Statistical ® Commercial Asphalt Binder Information Primary Asphalt Binder Supplier Paramount Asphalt Binder Specific Gravity (Gb) 1.032 Asphalt Binder Grade PG 64-22 Proposed Pb 5.0 Mixing Temperature Range 307-318 Compaction Temperature Range 288-296 Anti -Strip Type N/A Secondary Asphalt Binder Supplier U.S. Oil Asphalt Binder Specific Gravity (Gb) 1.025 Asphalt Binder Grade PG 64-22 Proposed Pb 5.0 Mixing Temperature Range 298-308 Compaction Temperature Range 279-287 Anti -Strip Type Contractor Aggregate Structure and Aggregate Test Data In the table below provide the "Material" identification (3/4"-0, Blend Sand, etc.), "Source" (J-199, E-320, etc.), "Ratio" (45%, 20%, etc.), and the percent passing each sieve for each stockpile used in the mix design as well as the combined gradation and the specification requirements for the class of HMA used. Report all stockpile gradations to the nearest tenth of a percent. Report the combined gradation to the nearest whole percent except the U.S. No. 200, which must be reported to the nearest tenth of a percent. Material 5/8" x 3/81' 3/8" x #4 #4 x 0 Sand Combined Gradation Specification Requirements Source B-335 B-335 B-335 B-335 Ratio 23 17 45 15 100 - 1 1/2" Square 100 100 100 100 100 - 1" Square 100 100 100 100 100 - 3/4" Square 100 100 100 100 100 100 1/2" Square 62.0 100 100 100 92.0 90-100 3/8" Square 22.0 99.0 100 100 82.0 90 Max U.S. No. 4 3.0 16.0 91.0 99.6 59.0 U.S. No. 8 2.0 4.4 62.0 88.0 42.0 28-58 U.S. No. 16 1.9 3.2 39.0 60.0 28.0 - U.S. No. 30 1.8 2.8 25.0 39.0 18.0 - U.S. No. 50 1.6 2.6 17.0 15.0 11.0 - U.S. No. 100 1.4 2.3 12.0 2.5 7.0 U.S. No. 200 1.2 1.9 9.5 1.68 5.1 2.0-7.0 Commercial Evaluation Uncompacted Void Content 46 1 40 Minimum "" Revised 1/09 �r Page 1 of 3 Cedar Grove Composting Compost Quality Assurance Program 3-Way Topsoil 2008 On February 11, 2004 the Washington State Department of Ecology imposed new minimum functional standards for all composting facilities. WAC 173-350-220 specifically defines compost manufacturing and product quality standards. Cedar Grove Composting meets these required standards. (The new standards replace The Interim Guidelines for Grade AA Compost Quality.) As required, based on our production schedule at Cedar Grove, we sample every 10,000 yards of Type 1* and every 5,000 yards of Type 3* feedstock and send the samples to outside laboratories for the f611owing required tests. Chart 1, Tables A & B below details the State Standards and Cedar Grove results. In addition, on a quarterly basis, Cedar Grove tests the current compost sales inventory for moisture, nutrients and trace elements, salts, organic matter, and chlopyralid. Chart 2, Table C on the next page outlines our additional voluntary testing protocol. is Chart 1. Washington Administrative Code (WAC) — Solid Waste Handling Standards (Chanter 173_351).cort;ten ??n nnno )o a zm As of 2-11-2004 WAC 173-350-220 Cedar Grove REQUIRED TESTING Standard 3-Wav To soil Table A Limit As of 3/2/08 Metals (nzglkg dry weight) Arsenic <=20 12 admium <=10 2.3 Copper <=750 17 Lead parts per <=150 43 Mercury million dry <=8 <1 Molybdenum weight <=9 4 Nickel <=210 26 Selenium <=18 <1 inc <=1400 54 Table B Other Parameters Limit Cedar Grove H 5-10 (range) 6.59 Salmonella CFU Ig dry wt < 3 Most Probable Number per 4 grams of total solids <3 Sharps 0 percent 0 Manufactured Inerts < 1 percent <0.5 Total Nitrogen % dry basis report every 10,000 yds 0.25 Respiration rate (nigCo2- Stability C/ OM/ ) 1 Very Stable, Stable, or Moderately Unstable Stable ftkpe I Feedstock as defined by the WAC means source separated yard and garden waste, wood wastes, agricultural crop residue, wax -coated cardboard, and pre -consumer food wastes. *Type 3 Feedstock as defined by WAC means meat and post - consumer source separated food wastes. 'age 2 Cedar Grove Composting Quality Standards Chart 2. Cedar Grove Composting Voluntary Testing (Performed Quarterly by Outside Laboratory) VOLUNTARY TESTING Table C As of 3/2/08 Nutrients -Primary & Secondary Ammonia 66 Nitrate 0.11 Phosphorus (parts per million dry 1200 weight) Potassium 1800 Sulfate 18 Calcium 0.66 Magnesium (percent dry weight) 0.54 Trace Elements Copper 17 inc (parts per million dry 54 weight) Boron 7.8 alts, Bulk Dense , Etc. Sodium 0.044 Chloride 0.019 Organic Nitrogen (percent dry weight) 0.24 Organic Matter 13.4 Organic Carbon 8.7 Moisture 26.7 Total Solids (Percent) 73.3 Bulk Densi (Ibl- ft) 45 Carbon to Nitrogen Ratio (Ratio) 35 Electrical Conductive dS/m = mmhos/cm) 0.63 Particle Size Pcrccnt Retained Percent Passing 2.0 inches 0.0 100 1.0 to 2.0 in. 0.0 100 0.64 to 1.0 in. 0.0 100 0.38 to0.64 in. 1.7 98.3 0.25 to 0.38 in. 1.5 96.8 0. 16 to 0.25 in. 5.4 91.4 0.08 to 0.16 in. 14.7 76.6 0.08 76.6 ft 0 LAYFI EL® ENVIRONMENTAL SYSTEMS, GEOSYNTHETICS & INDUSTRIAL FABRICS 4001 Oakesdale Ave SW, Suite 200 o Phone: (425) 254-1075 o Web: www.layfieldgroup.com Renton, WA 98057 o Fax: (619) 562-1150 0 E-Mail: sea@layfieldgroup.corn a Toll Free: 1 800 796-6868 STORM SENTINEL TM Adjustable Catch Basin Insert Storm water runoff carries with it dirt and hyda-warbons that pollute our duwnstrean-r supplies The STORM SENTINE1 TM traps these polltrtal7ts, reducing at -Id controlling the entrance of contaminants into our water- systems. i'he STOPM S`NTINELT" i. a simple street of geoteKtile, fabric suppoited by a wire frame Pectangular N round model; adjust to fit a variety of drain si-es The entire unit is under the grate, no excess fabric. e 44en&t above the grate. cra.3tinq .a ;afei anvironn)ant for pedestrians i to trimming required The STORM SENTINF_LTI is an inexpensive, easy to use Best Manage- ment Practice (BMP), a vital part of any Storm Water Pollution Prevention Plan. Fh - fir.;t step to comply with the _zti'u+gani FPA standards. S _ Adjusts to Rectangular Drains: smallest 16"X20"; largest 28"X36" Round adjust from 27" to 29" diameter. The single fabric sheet is 4'x5'. The depth varies, depending on the size of the dr.3in and how deep the fabric hangs down. NlatArl,ll- 8 oz Polypropylene, Non -Woven Geotextile Fabric POIN HiltP: Maximum overflow rate varies depending on the level of soil that has accumulated with the fabric. A new unit can handle approximately 300 gallons of water per minute. Proper maintenance is mandatory to maintain maximum water flow. The STORM SENTINELT" has four overflow outlets, one on each side, to allow excessive water during heavy rain showers to bypass the system, reducing the chance of flooding or ponding. The catch basin insert will handle normal to peak flow rates, but could possibly back up during flood events. i I Oil, Grease, Sediment, Litter, Debris f 11 Disposal is dependent on the nature of pollutants being collected. Disposal should be in accordance with local, state and federal regulations. �,�J rlil Empty = STORM SENTINELT"" units are approx. 2 lbs. Full = Weight of empty unit plus weight of sediment and water trapped in unit. Dry sediment could weigh 30-50 pounds. Fully loaded, wet units can weigh approximately 85-100 pounds. It 002/002 Irl i7 to "��` DOT Silt Fence QEp.9YNTFtETICVWESTl g kr-rw ar i, n 17 A r.._ V 15540 Woodinville Redmond Rd., Suite A400 , Woodinville. WA 98072 (800) 423-4567, (425) 415.6115, fax (425) 415-6126 Description: ACF West DOT "Supported" Silt Fence, WB-2130 uses a woven fabric attached with steel hog rings to galvanized steel support mesh. Roll size: 36" fabric w/36" support mesh x 100 lineal foot 48" fabric w/36" support mesh x 100 lineal foot 60" fabric w/36" support mesh x 100 lineal foot Available in black or "Hi-Vis" orange Fabric: The fabric, SF-124, is a woven network of polypropylene fibers, stabilized to resist degradation due to ultraviolet exposure, and resistant to commonly encountered soil chemicals, mildew and insects. It is non -biodegradable and is stable within a ph range of 2-13. Manufactured by Polyfabrics Ltd., Calgary, Alberta (Canada), the fabric meets the following minimum average roll values (MARV): Property Test Method MARV (English) MARV (metric) Grab Tensile ASTM D 4632 124 lb 0.55 kN Grab Elongation ASTM D 4632 16% 16% Mullen Burst ASTM D 3786 300 psi 2060 kPa Puncture ASTM D 4833 60 lb 0.26 kN Trapezoidal Tear ASTM D 4533 65 lb 0.28 kN UV Resistance ASTM D 4355 80% (a� 500hr 80% @ 500hr AOS ASTM D 4751 30 sieve 0.6 mm Permittivity ASTM D 4491 0.1 sec"' 0.1 sect Flow Rate ASTM D 4491 10 gal/min/ft' 405 U/min/m' Support Mesh: Galvanized utility mesh, 4" x 2" opening, 14 gauge x 14 gauge wire, 36" height, meeting or exceeding the requirements of ASTM A 641, and having the following properties: Wire Diameter, nominal .080.080" (14 gauge) Wire Tensile, max 85 ksi Bend Test, I x dia. Pass Costing Weight "Commercial' ACF West DOT Silt Fence is sssembled by: Layrield Plastics Inc.. Kent. Washington The infurmwaien presented herein. while not guwranteed, Is to the bral ufuur knowledge [rue and Mccurutc. Except when agreed to In writing for specifIc condition➢ of use. no warranty or guarantee expressed or Implied ix made regarding the perfurmance of any product, since the manner of uac And hAltdling Arc beyond our control. Nothing contained herein is to be construed as permfaelun ur a recommendntlon to infringe any pnient. TrWashington State AfF Department of Transportation Request for Approval of Material Contract FA Number SR Date 6/20/2012 Section County SE Sth Street AC Water Main King County _ Contractor Subcontractor B&B Utilities & Excavating,LLC Concrete Services Inc. rns roan snap oe compietea prior to suomlttal. IT trns corm Is not complete at time of submittal it may be returned for information that was omitted. For WSDOT Use Only y For assistance in completing, see Instructions and Example RAM # Bid Item No. Material or Product/Type Name and Location of Fabricator, Manufacturer or Pit Number Specification Reference PE/QPL Hdgtr./QPL Code Code Ready Mix Concrete Miles Sand & Gravel 6-02.3 9-01.2 Portland Cement 1/11 Ash Grove Coarse Aggregate Miles Sand & Gravel 9-03.1(2) Fine Aggregate Miles Sand & Gravel 9-03.1(2) 22,23 0442A - Commercial Class Miles Sand & Gravel 6-02.3 MBAE 90 - Air BASF - Master Builders 9-23.6 Entrainment Project Engineer Date State Materials Engineer Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg. Cert. of Compliance for 'Acceptance' prior to use of material. 3. Acceptance Criteria: Catalog Cuts for 'Acceptance' prior to use of material. Catalog Cut Approved ❑ Yes ❑ No 4. Acceptance Criteria: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected' or'Fabrication Approved Decal' material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks: ❑ Contractor ❑ Region Materials ❑ Region Operations Engineer ❑ State Materials Lab ❑ Fabrication Inspection MIS 47365 DOT Form 350-071 EF Revised 12/2008 state materials Engineer Distribution ❑ General File ❑ Signing Inspection ❑ Other qrFfl Washington State Deparbnent of Transportation Concrete Mix 'Design Contractor Submitted By Date B&B Utilities & Excavating, LLC Concrete Services, Inc. 6/20/2012 Concrete Supplier Plant Location Miles Sand & Gravel Auburn Contract Number Contract Name SE 5vh Street AC Water Main Renton This mix is to be used in the following Bid Item No(s): Concrete Class: (check one only) a a d ❑ 3000 ®4000 ❑ 4000D ❑ 4000P ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement ❑ Other Remarks: Mix Design No. 0442A Plant No. 201 Cementitious Materials Source Type, Class or Grade Sp. Gr. Lbs/cy Cement Lafarge Type YU 3.15 564 Fly Asha GGBFS(Slag) Latex Microsilica Concrete Admixtures Manufacturer Product yP Type Est. Range oz/c Air Entrainment BASF MB-AE-90 0-30 Water Reducer BASF Pollyheed 997 A 30-40 High -Range Water Reducer Set Retarder Other Water (Maximum) 246 Ibs/cy Is any of the water Recycled or Reclaimed? e ❑Yes ®No Water Cementitious Ratio (Maximum) 0.44 Mix Design Density Ibs/cfd Design Performance 1 2 3 4 5 Average f 28 Day Compressive Strength (cylinders) psi 4,860 4,450 4,440 4,630 4,470 4,570 14 Day Flexurald Strength beamspsi Agency Use Only (Check appropirate Box) ❑ This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above ❑ This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: PE Signature Date Liu I rurm acu-ucu tr Distribution: Original - Contractor Revised 6f06 Copies To - State Materials Lab -Structural Materials Eng. ; Regional Materials Lab; Project Inspector Mix Design No. Aggregate Information 0442A Plant No. 20t Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation WSDOT Pit No. 13-345 B-345 WSDOT ASR 14-day Results % b ® Yes ❑ No ® Yes ❑ No ❑ Yes ® No ❑ Yes ❑ No ❑ Yes ❑ No Gradingc ,7 Class Percent of Total Aggregate 100% Specific Gravity 2.69 2.6 Lbs/cy (ssd) 1860 1280 Percent Passinq 2 inch 1-1/2 inch 1 inch 3/4 inch 1/2 inch 3/8 inch No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 Fineness Modulus: 2.9 (Required for Class 2 Sand) ASR Mitigation Method Proposed b : N/A Notes: a Required for Class 4000D and 4000P mixes. b Alkali Silica Reactivity Mitigation is required for sources with expansions over 0.20% - Incidate method for ASR mitigation. For expansion of 0.21 % - o.45%, acceptable mitigation can be the use of low alkali cement or 25% type F fly ash. Any other proposed mitigation method or for pits with greater than 0.45% expansion, proof of mitigating measure, either ASTM C1260 / AA3HTO T303 test results must be attached. If ASTM C 1293 testing has been submitted indicating 1-year expansion of 0.04% or less, mitigation is not required. C AASHTO No. 467, 57, 6T 7, 8: WSDOT Class 1, Class 2; or combined gradation. See Standard Specification 9-03.1. d Required for Cement Concrete Pavements. e Attach test results indicating conformance to Standard Specification 9-25.1. f Actual Average Strength as determined from testing or estimated from ACI 211 DOT Form 350-040 EF Revised 6/06 To CountryGreen T U R F F A R M S 1-800-300-1763 Whom It May Concern: RE. Submittal for Country Green Perfect Green Sodded Lawns: The sod for this project shall be Country Green Premium Netted "Perfect Green". The sod is grown with netting. The blend shall consist of (by weight): 60% Perennial Ryegrass 20% Kentucky Bluegrass 20% Hard Fescue A representative seed tag is available. Varieties subject to change. If you have any questions, please call us at the office at 360-456-1006 or 1-800-300-1763. Sincerely, Customer Service Enclosures TPI �U$ Olympia 7725 Yelm Hwy SE Olympia, WA 98513 Local (360) 456-1006 FAX (360) 459-9688 Mt. Vernon 8539 Chuckanut Dr. Bow, WA 98232 Local (360) 707-2011 FAX (360) 707-2172 SOD SUBMITTAL C2-10 Monroe 23010 Soffie Rd. Monroe, WA 98272 Local (360) 794-1050 FAX (360) 794-1048 6M a� c 0 s - 0 0 00 y P �S0P.—te0dec4 CountGreen Nt 111►1►►1 tl1111111N�►111\gIt1N1\L�_.�11U�11111111N11\ 1111NN 11111►►11� T U R F F A R M S 7725 Yelm Hwy, SE; Olympia, WA 98513 1-800-300-1763 PERFECT GREEN SOD MIXTURE 60% Perennial Ryegrass, 20% Hard Fescue, 20 % Kentucky Bluegrass VARIETY PURITY GERMINATION TEST DATE MANHATTAN 4 Perennial Ryegrass 19.78 SILVER DOLLAR Perennial Ryegrass 19.76 BRIGHTSTAR SLT Perennial Ryegrass 19.84 AURORA H Hard Fescue MIDNIGHT II Kentucky Bluegrass PROSPERITY Kentucky Bluegrass CROP: 0.00 INERT: 1.37 WEED: 0.00 NOXIOUS WEED: NONE FOUND ANTS 655 LOT #: M12-8-115 ORIGIN: Oregon 19.40 9.93 9.92 90% 90% 90% 85% 90% 80% 02/09 02/09 02/09 02/09 02/09 02/09 * Varieties subject to change as improved varieties become available. PERFECT GREEN SEED TAG 2009 R K'NGTON ROCK [GUAR RIEES .., ...., Gradation Test Report Plant P001-Kapowsin Quarry Product 461-1-2" Ballast Specification 2" Ballast 1649568371 Sample Information Sample No 1649568371 Weather Date Sampled 02/06/2009 10:34 Temp Date Completed 02/06/2009 10:34 Split Sample Sequence Sampled By Jeremy C Resample0 Code Tested By Jeremy C Lot / Sublot Type Investigative Quad / Quantity Method Stockpile Location Test Note Process Ledge Other Gradation Results Unit Moist Mass Dry Mass Wash Mass Moisture % Wash Loss % Procedure lb 34.55 Cum Mass Ind % Sieve Mass Retained Retained Retained % Retained % Passing Target Specification Comment 2" (50mm) 0.0 0.0 0.0 0.0 100.0 100-100 1 1/2" (37.5mm) 1.8 1.8 5.1 5.1 94.9 90-100 3/4" (19mm) 16.4 18.1 47.3 52.4 47.6 40-70 1/2" (12.5mm) 15.4 33.5 44.6 97.0 3.0 0-20 #4 (4.75mm) 1.1 34.6 3.0 100.0 0.0 0-10 #200 (75um) 0.0 34.6 0.00 100.00 0.00 0-2 PAN (Oum) 0.0 34.6 0.00 100.00 0.00 aggQC 10/20/2011 Washington Rock Quarries, Inc. N 00 f d' N 0 10 8" 2ri —�) 054r, 0 5 3" Note: Material Grey Iron • All dimensions are in Inches ® Set weight : 78 Ibs • All letter size 112" f SIGiNA t DOD I "wtnD WX u 19 1l4" ���� I 2 HEAT NO., INDIA, P 1 SIGMA, VB9224 , P1 & VB9400 W HEAT NO, INDIA AT BODY OF FRAME Bottom SIGMA, VB9218, P 1 INDIA & HEAT NO AT BODY OF Top gl rr 8 7 rr — � d ^IN I 681 ,r ---� 64 a 91' rr 4 THIS DRAWING IS THE SOLE PROPERTY OF CRESCENT FOUNDRY CO (P) CRESCENT FOUNDRY CO (P) LTD LIMITED. IT IS LOANED TO YOU FOR YOUR CONFIDENTIAL USE ONLY. IN An ISO 9001 Company CONSIDERATION OF THIS LOAN THE BORROWER AGREES THAT THIS Phone (91-33) 282 7707, 282 1339 Email crescentfoundry@vsnl.com DRAWING SHALL NOT BE REPRODUCED OR COPIED OR DISPOSED OF Fax (91-33) 282 1886/282 3952 Wcbsitc www.cresccntfoundry.com DIRECTLY OR INDIRECTLY OR USED FOR ANY PURPOSE OTHER THAN THAT VB940B 18" Top/ 24" Bottom with Water Lid FOR WHICH IT HAS BEEN SUPPLIED FOR WITHOUT WRITTEN PERMISSION. Revision: 1.0 Date: 26 May, 2005 STAR" IPE, PRODUM Municipal & Corivruction Castings VALVE BOXES 940 8" VALVE BOX IkT as _4 11.06 ITEM DETAIL5 APPROX WT IV.4S*94f)-8W' CODE i UIL WAMR 34. e,.� - - -- (WpTEP unu 3.44 Notes: -'Muteti(ji - Cos? iron 95 Per ASIM A48 Clvs> 308 fNmeriurwls in Inches 940 18" VALVE BOX Notes: material cost Lorl Prw ASTM A 48 ", T 11%�'B irl lrw.nel -P 111M MAKS APMOX WT. CODE (ibs.) J VRS1940 18W Co)'A?L�.it WATER 425 3.44 VBST940-18S COWLETE Sf-wfR 42-5­ V1151940 18, IUF UMLY 33 1.38 j YOST940i WAI rw I;;) r 7-1., LVt!IIV-I±L LW--R Lii) va 19 Compact MJ Fittings ANSI/AWWA C153/A21.53 2" - 64" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENFr''\l SPECIFICATIONS MATERIAL: Ductile Iron per ASTM A536 PRESSURE: 350 PSI rating for 3" - 24" sizes, 250 PSI rating for 30" - 48" sizes and 150 PSI rating for 54" - 60" sizes TESTING: In accordance with ANSI/AWWA C I53/A21.53 and UL requirements LAYING LENGTH: In accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coating FLANGES: Flanged ends on fittings match ANSI/AWW C1 15/A21.15 and ANSI 616.1 class 125 flanges CEMENT LINING: In accordance with ANSI/AWWA C I04/A21.4 — size 2" - 3" single thickness and sizes 4" - 64" double thickness COATING: Asphaltic seal coat inside and out in accordance with ANSI/AWWA CI04/A21.4 GASKETS: SBR in accordance with ANSI/AWWA C111/A21.11 (see pg. 17) T-BOLTS/NUTS: Low alloy steel in accordance with ANSI/AWWA C111/A21.11 (see pg. 16) APPROVALS: 4" - ITUnderwriters Laboratories Listed 3' and greater are UL/NSF-61 DIMENSIONS: All dimensions are in inches unless noted otherwise AWWA M E V 9 E R M ��pS SlFjFo 917ecif/Catifll and compliance Offiffe. Bronze Threaded Fittings ASTM B62-93-93 (C83600) 85-5-5-5, ANSI/ASME B1.20.1, ANSI/ASME B16.5, ANSI 816.18, B16.3 Class 125: IS09001:2000, Fed Spec. WW-P-460C MSS-SP-106, ASTM B584-93B, Unions WW-U-516B A Bronze Threaded Flanges ASTM B62, ASME B16.24, ASME B1.20.1, Class 150 ISO 9001:2000 Bronze Threaded Nipples ASTM B43, ANSI B1.20.1, WW-N-351, ANSI/ASTM B687-96 Burst Pressure 6000 Lb (41Mpa), 400 Tensile Strength 460 N/mm sq. Rockwell Hardness (30T) 71 Cast Iron Flanges ASTM A126, ASTM A48, ASME 16.1, ASME 131.20.1, ISO 9001:2000 Cast Iron Fittings ASTM A126, ASME B16.4, ASME B1.20.1, J UL/FM Listed & Approved Rated 1251b. ISO: 9001:2000 /W nWCo-rMxV Effective tune 1, 2007 Copper Fittings Threaded Ends ANSI/ASME 61.20.1, Solder Ends ASTM B88, 4L� ASTM B306, fir. N5F-61 (Alloy C12200) Forged Steel Fittings ASME A105, ASTM 182 I1`304, F304L, F316, F316L, F304H, F316H, F317L, F321, I'll, F22, F91) t ASME B16.11, t ASME 61.230.1. MSS-SP-79/83/95/97 Normalized, ISO 9001.2000, 2000 lb., 3000 lb. and 6000 lb. Threaded And Socket Weld. Malleable Iron Fittings ASTM A197, ASTM A153, ASME 16.3, ASME B16.34, =. ASME B1.20.1, ASME B16.39, -- Coatings ASTM A164 LS or f .. ASTM A165 NS 51255, All fiftings pressure tested to 300# Class. Union WW-U-5116-B, Others GS143, JIS B2301, JIS G5702, JIS H-0401 BS 21, DIN 2999, ISO 9002 Merchant Steel Coupli ASTM A865, ANSI B1.20.1, ISO 9001:2000 API Line API 5L, FED Spec WW-P-404 XFI AAR, Recessed and Non -recessed. r Steel Welded Nipples Sch.40 & 80, AST?' " ASTM A733, ASTN ASME 61.20.1, ISO 9001:2000, ISO 14001:1996 Brewster, NY Houston, TX La Palma, CA TEL: 800-431-2082 TEL: 800-935-5456 TEL.- 866-5 32-8306 FAX: 800-640-2252 FAX: 800-683-4247 FAX: 866-532-8307 e-maif mail0matco norca.com www.matco-norca.com 10141MuellerC1372", 2-1/2" & 3" MUELLER"' A-2360 RESILIENT WEDGE GATE VALVE -THD x THD Rev. 8-04 Shaded . . . U Catalog number- A-2360-8 threaded ends U Sizes-2", 2-1/2". 3" ❑ Meets or exceeds all applicable requirements of ANSI/AWWA C5(Y) Stand- ard and is certified to ANSUNSF 61 - U Threaded end dimensions comply with ANSI 132.1 r U Iron body with nominal 10 mils MUELLER' Pro-Gard�`t Epoxy Fusion Coated interior and exterior surfaces U Epoxy coating meets or exceeds all applicable requirements of ANSI/AWWA C550 Standard and is certified to ANSI/NSF 61 s U Iron wedge, symmetrical & fully encapsulated with molded rubber. no exposed iron U Non -rising stem (NRS) U Triple 0-ring seal stuffing box (2 upper & I lower G-rings) U 2" square wrench nut (optional handwheel available) — open left or open right %Mk / U 2"-3'• sires-250 psig (1723 kPa) maximum working pressure. .500 prig (3447 kPa) static test pressure U UL Listed, FM Approved: 200 prig (1379 kPa)-- 3" size A-2360-8 Options See pages 10.34 and 10.35 for more information on Resilient Wedge Gate Valve options J Position indicators J Stainless steel listeners: Typr 304. Type 316 %STM 1398-C66100/110' - ; J Ilandwheel Resilient wedge gate valve parts _- Catalog Description Material Material standard �' u Part No. .� G-16 +Honnet Bolts & Nuts C.abun Stec: ASTM A307 Grade B. %inc Plated G-41_ Slums Box Holtc & Nutt; Carton Steel j ASTM A307 Grade H, Zinc Plated �M _ G-49 ISicin U -rings 3 -- Rubber — 1ASTM D2000 G-200 _ Wrench Nut Cap Screw Carbon Steel ASTM A307 Grade B, Zinc Plated o-K 0-201 Slullin g Hox Scttl Rubber ASTM 02000 G-202 W►utch Nut Cast lrun ASTM A,126 Cf..It a•aos G-203 Sicm Bronze IAS-rM it138 -_ J t:212 G-204 Hand Wheel shown) Cast Iron ASTM A 126 CI..B 6-205 -(nut Slem Nut Bronze ASTM 1162 o- G-206 Guide Cap Hearings Cekon_ I= G-207 Stuffing Box Cast iron AsrM A 126 CI_H G-208 Anti -friction Washers (2) Celoon C, 2Uy WedRubber Encapsulawd _ _Cast lent' A51'M A126 Cl.-B G-2l0 _Bonnet Cast Iron ASTM A 126 CL.B G-21 I Bonnet Gasket (Neoprene ASTM D2000 G-212 Body (Cast Iron ASTM A126 CL.B - ` Fully encapsulated in molded rubber with no iron exposed SEE PAGE 10.39 FOR ORDERING INSTRUCTIONS 2'°, 2-1/2" & 3" MUELLER° � � �� nCr C:C RESILIENT WEDGE GATE VALVE a 1-liD. { YH®. HUU � FF----- Dimensions qPT Dimension" I Nominal size 12" A i _ 9.88 112.38 12.38 Ft 5.88 5.88 _ 6.88 Q (borc) 2.30 2.80 3.30 II (hex — across Oat%) - - 3.88 4.25 5.00 DD _ 4.12 4.12_ 5.12 Tune to opcu Weight* _ 31 60 - - - .62 •All dimensions are in inches. All weights are in pounds and are approximate Your Connection to the Future'" Series 110C Mechanical Joint Restraint for Ductile Iron Pipe 3 1103 6.1 3 • 350 4 1104 7.7 3 • 350 6 1106 11.9 3 • 350 8 1108 14.8 30 350 10 1.110 23.9 3" 350 12 1112 31.2 3* 350 14 1114 48.5 20 350 16 1116 56.4 2 ° 350 18 1118 63.1 1/2 0 250 20 1120 72.3 11/2 ° 250 24 1124 133.1 V/2 0 250 30 1130 194.6 V 250 36 1136 234.0 10 250 42 1142 536.0 10 250 48 1148 653.0 16 250 bdade In U.S. Patent Nos. 4092036, 4627774, 4779900, 4896903, 5544922 The USA Features and Applications: • Sizes 3 inch through 48 inch • Constructed of ASTM A536 Ductile • Torque Limiting Twist -Off Nuts • MEGA -BOND' Restraint Coating System For more information on MEGA -BOP refer to www.ebaa.com • The Mechanical Joint Follower Glans incorporated into the restraint • Heavy Duty thick wall design • Support Products Available: Split repair style available 3 inch through 48 inch. EBAA Series 1100SD Solid restraint harness available for push -on pipe bells. EBAA Series 1700 Split restraint harness available for existing push -on bells. EBAA Series 110OHD • All MEGALUG and related restraint products can be furnished as packa accessories complete with appropri restraint, gasket, lubrication, and b( ing hardware • For use on water or wastewater pip( lines subject to hydrostatic pressurE and tested in accordance with eithe AWWA C6OO or ASTM D2774