April 21, 2016
Dear Sir/Madam
Enclosed is Addendum No. 1 to SEPTA's Sealed Bid No. 16-00091-AMJP – Frazer Wheel Truing – Supply & Install.
The bid opening date and time scheduled for Tuesday, May 3, 2016 at 2:00 P.M. has been postponed until Thursday, May 12, 2016 at 02:00 P.M. The bids will be opened in Conference Room 11-A of SEPTA's General Offices, 1234 Market Street, 11th Floor, Philadelphia, Pennsylvania 19107.
Any inquiries regarding this bid must be directed to, Michael Piselli of the Procurement and Supply Chain Management Department at (215) 580-8364.
Sincerely,
Apr 21 2016 11:02 AM
X Michael J Piselli
Michael Piselli Contract Administrator Procurement, Supply Chain & DBE Addendum No. 1 April 21, 2016 Page 1 of 2
Sealed Bid No. 16-00091-AMJP Frazer Wheel Truing – Supply & Install ADDENDUM NO. 1
To All Bidders:
The following constitutes Addendum No.1 to SEPTA's Sealed Bid No. 16-00091-AMJP– Frazer Wheel Truing – Supply & Install. Addendum No. 1 must be acknowledged by inserting the date of the Addendum on Page 14 of the Bid Forms. Failure to do so may render a bidder's proposal as non- responsive.
A. General
1. The bid opening date and time scheduled for Tuesday, May 3, 2016 at 2:00 P.M. has been postponed until Thursday, May 12, 2016 at 02:00 P.M. The bids will be opened in Conference Room 11-A of SEPTA's General Offices, 1234 Market Street, 11th Floor, Philadelphia, Pennsylvania 19107. 2. The Delivery Instructions in the Schedule A on Page 13 of the contract have been changed. The Delivery & Installation Date of October 31, 2017 has been changed to November 30, 2017. A revised Schedule A is attached. 3. Questions & Answers attached.
B. Specifications
1. Delete Specifications distributed with Invitation to Bid dated April 15, 2016. Add Specification distributed with Addendum #1 dated April 20, 2016.
C. Drawings
1. Sheet GN 0001 – Add Sheet 2. Sheet CE1003- Add Sheet 3. Sheet AR0123 - Remove sheet and replace sheet 4. Sheet AR0311 – Add Sheet 5. Sheet AR0315 – Add Sheet 6. Sheet ST1105 - Remove sheet and replace sheet 7. Sheet ST1118 – Add Sheet 8. Sheet ST1119 – Add Sheet 9. Sheet ST1303 - Remove sheet and replace sheet 10. Sheet ST1304 – Add Sheet 11. Sheet MP1108 – Add Sheet 12. Sheet MP2108 – Add Sheet 13. Sheet EQ0123 - Remove sheet and replace sheet 14. Sheet EE1123 – Add Sheet
Addendum No. 1 April 21, 2016 Page 2 of 2 Questions & Answers Sealed Bid 16‐00091‐AMJP Frazer Shop Wheel Truing – Supply & Install
1. There are multiple references to Section 11 00 00 that has not been provided. If this section applies, please forward for our review. 1A. THIS SECTION IS PROVIDED IN THE REVISED SPECIFICATIONS. The section number has been changed to 11000 and is provided with the addendum.
2. 1.02 F. 2. f. refers to interlock with a future overhead catenary system. This interlock is custom designed to meet specific site requirements. We cannot conform to a requirement that is not fully defined. An interlock such as this can be retrofitted to the machine at a later date when the requirement is fully defined as a field modification under separate. 2A. There is no future catenary contemplated in the shop, so no interlock is required.
3. 1.07 provides a list of SEPTA vehicles for service on the specified machine. Simmons will require drawings and photos of wheel sets and vehicles to confirm application on the machine and design required fixtures 3A. SEPTA HAS PROVIDED THE INFORMATION CURRENTLY AVAILABLE. THE EQUIPMENT FOR WHICH THIS PROJECT IS INTENDED HAS NOT BEEN PROCURED SUCH THAT DETAILED INFORMATION IS NOT YET AVAILABLE.
4. 2.02 22. Provide machine performance requirements however some are missing and
5. 2.04 D. requires an interlock with a shunter or train progression system. The interlock between a shunter is not the same as an interlock with a progression system. Simmons will require details of the selected system in order to prepare a compliant response 5A. SEPTA HAS NOT YET PROCURED THE SHUNTER, THEREFORE THE INSTALLATION CONTRACTOR WILL NEED TO MAKE THE ADJUSTMENTS NECESSARY TO THE INTERLOCK PROVIDED.
SCHEDULE “A"
Item No. Description Qty. Unit Unit Price Line Total (Qty. x Unit Price) FURNISH & INSTALL ONE (1) 1 1. FRAZER SHOP WHEEL TRUING each $______$______MACHINE – TANDEM UNDERFLOOR WHEELSET AND LATHE SYSTEM PER SEPTA SPECIFICATIONS & DRAWINGS 2 WEEKLY STORAGE RATE PER 4 week “SPECIFICATION SECTION 3.04 $______$______DELIVERY, STORAGE AND HANDLING” (QUANTITY FOR LINE ITEM #2 IS AN ESTIMATE. SEPTA IS NOT BOUND TO EXPEND ANY SPECIFIC AMOUNT DURING THE CONTRACT PERIOD. ANY UNUSED QUANTITY WILL BE CREDITED BACK TO SEPTA.) Total Amount for the Item Bid; F.O.B. SEPTA; Freight Terms, Prepay and Allow: $______
Prompt Payment Discount: ______Delivery Instructions:
1. Delivery & Installation of the Truing Machine must be completed by November 30, 2017. Please refer to “Specification Section 3.04 Delivery, Storage and Handling” for delivery coordination.
2. Deliver to: SEPTA, Frazer Maintenance Facility, 32 Sproul Rd (PA 352), Frazer, PA 19355.
BASIS OF AWARD: Please refer to Instructions to Bidders Item #4.
Note: Exceptions to the delivery requirement(s) will cause your bid to be rejected for non-responsiveness. Bidders are strongly urged to contact the Buyer for this project, prior to the scheduled bid opening, in the event there is a question/problem about the required delivery date(s). ______Name of Bidder ______Contact Person ______Address of Bidder ______City, State, Zip ______Telephone Number of Bidder FAX Number of Bidder (if available) ______E-Mail Address of Bidder (if available) [END OF PAGE] ADDENDA: 13 Supply & Install M & E 0316 Bid Forms
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CONTRACT DOCUMENTS AND SPECIFICATIONS FOR FRAZER SHOP & YARD EXPANSION
EQUIPMENT
APRIL 2016
April 20, 2016 Frazer Yard Equipment Draft
SPECIFICATIONS TABLE OF CONTENTS
DIVISION 1 – GENERAL REQUIREMENTS
SECTION 01010 - SUMMARY OF WORK SECTION 01025 - MEASUREMENT AND PAYMENTS SECTION 01045 - CUTTING AND PATCHING SECTION 01050 - FIELD ENGINEERING SECTION 01060 - REGULATORY REQUIREMENTS AND SAFETY SECTION 01065 - RAILROAD SAFETY REQUIREMENTS SECTION 01068 - MAINTENANCE FACILITIES SAFETY REQUIREMENTS SECTION 01100 - SPECIAL PROJECT PROCEDURES SECTION 01200 - PROJECT PROGRESS MEETINGS SECTION 01300 - SUBMITTALS SECTION 01305 - REQUESTS FOR INFORMATION SECTION 01380 - CONSTRUCTION PHOTOGRAPHS SECTION 01400 - QUALITY REQUIREMENTS SECTION 01410 - TESTING AND INSPECTION SERVICES SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS SECTION 01505 - MOBILIZATION SECTION 01510 - MAINTENANCE, SUPPORT AND RESTORATION OF EXISTING UTILITY FACILITIES SECTION 01520 - TEMPORARY CONSTRUCTION SECTION 01570 - MAINTENANCE AND PROTECTION OF VEHICLES, PEDESTRIANS AND PASSENGERS SECTION 01580 - PROJECT IDENTIFICATION SIGNS AND OTHER CONSTRUCTION SIGNAGE SECTION 01590 - SEPTA FIELD OFFICE SECTION 01600 - MATERIAL AND EQUIPMENT SECTION 01700 - CONTRACT CLOSEOUT SECTION 01710 - FINAL CLEANING SECTION 01720 - PROJECT AS-BUILT DOCUMENTS SECTION 01810 - COMMISSIONING OF SYSTEMS SECTION 01830 - OPERATION AND MAINTENANCE DATA
TECHNICAL DIVISIONS
SECTION 11000 – GENERAL EQUIPMENT REQUIREMENTS SECTION 11135 – TANDEM UNDERFLOOR WHEEL LATHE
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SECTION 01010 - SUMMARY OF WORK
PART 1 GENERAL
1.01 DESCRIPTION OF WORK
The Work of this Contract provides for the furnishing and installation of equipment as indicated in drawings and specifications and includes the following:
A. A machine shall be installed in a pit that allows it to re-profiles single railroad wheelsets or simultaneously, pairs of railroad wheelsets, on a single truck, to Association of American Railroads (AAR) standards, without removing the trucks or wheelsets from the railroad vehicle, via precision computerized numerically controlled (CNC) lathe method of machining.
1.02 RELATED WORK Agreement Section 01025: Measurement and Payment Section 01060: Regulatory Requirements and Safety Section 01068: Maintenance Facilities Safety Requirements Section 01400: Quality Requirements
1.03 QUALITY CONTROL AND QUALITY ASSURANCE A. The contractor will assume responsibility for executing a quality control and quality assurance program. This program’s basic form will be specified in his Quality Control Plan as submitted under Section 01400 and will include the tests & inspections called for in the technical sections of the specifications. The contractor shall be responsible for requiring all subcontractors and suppliers to adhere to his quality assurance program and participate in quality assurance activities. B. If a project is governed by “Buy America” requirements, SEPTA will require documentation to confirm the country of origin of all applicable products and materials. Each prime contractor is responsible for communicating Buy America requirements to his subcontractors and suppliers. The lack of sufficient documentation may be grounds for rejecting a product or material. C. Quality activities will be documented by the contractor. SEPTA may audit the contractor’s quality assurance and quality control activities. The contractor will make his and his subcontractor’s, applicable documentation available to SEPTA. D. The contractor, and their subcontractors, is required to cooperate fully with testing and inspection activities carried out by SEPTA and its agents. The contractor will provide the SEPTA PM with adequate (as determined by the
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SEPTA PM) notification, for all activities which require testing and/or inspection. For all inspections and testing required by code, work may not proceed until this testing and inspection has been completed. E. Once a product or material has been accepted through the Submittal process, no substitution of this material or product will be allowed without resubmitting it following the provisions of Section 01300. SEPTA reserves the right to require removal of any non-reviewed material and product.
1.04 CONTRACTOR RESPONSIBILITIES
A. Furnish all materials, tools, equipment, supervision, administration and transportation, and perform all labor and services necessary to furnish, deliver, construct, install, connect and/or to interconnect and test as required to complete all work described in the Specifications and indicated in the Contract Drawings.
B. The contractor is responsible for securing and paying for all necessary permits and approvals required to complete the work. No work may commence on site without securing and paying for the necessary approvals including but not limited to:
1. Permits 2. Governmental Fees 3. Licenses
C. SEPTA Notification 1. Give written notices necessary for, and incidental to, the due and lawful prosecution of the Work. 2. Provide 14 calendar days notification to SEPTA for all construction work which requires observation, testing and/or testing. 3. Notify the Project Manager at least 7 calendar days in advance of the date the individual construction stages (and/or elements) will be fully complete and ready for inspection. 4. Notify the Project Manager at least 14 calendar days in advance of the date the entire work will be substantially complete and ready for inspection. 5. Notify the Project Manager at least 14 calendar days in advance of the date the entire work will be complete and ready for final acceptance inspection
D. Utility Notification Known existing utilities may be indicated on the Contract Drawings but the contractor may not interpret this information as either complete or accurate. Regardless of those shown on the drawings, the contractor must identify and verify the location of all existing utilities prior to working by following applicable
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regulations and procedures, such as contacting the PA One Call system and asking SEPTA personnel to identify utilities at the site. The contractor shall determine ownership of all utilities and notify utility owners prior to intended start work date. Deliver a copy of this notice to the Project Manager within 24 hours of the submittal of the notification.
E. Protection and Repair of the Work and Adjacent Property 1. Prior to the commencement of Work, the contractor and the SEPTA Project Manager shall examine the site and document the condition of all areas not intended to be changed by the project. Depending on the scope of work, this may include features such as sidewalks, driveways, roadways and adjacent facilities. 2. The contractor must repair any damage to property caused, directly or indirectly, by the actions of the contractor to the satisfaction of the SEPTA PM (and property owner if the damage is to [property not owned by SEPTA) and at no cost to SEPTA 3. Until Final Acceptance of the Work by SEPTA, the Contractor(s) shall be responsible for maintaining the executed work in its finished condition as determined by the SEPTA PM. All work shall be restored to its finished condition prior to final acceptance at no expense to SEPTA.
F. Support of Existing Structures & Right of Way
1. Existing structures, adjacent to the project work area, must be supported adequately utilizing underpinning, shoring and other temporary stabilization measures. A plan to execute this temporary support and stabilization must be approved by the SEPTA PM prior to any excavation commencing. The contractor will be required to have this plan prepared and sealed by a licensed engineer.
2. Under no circumstances excavate in the vicinity of track, embankment and right-of way without the prior approval of the SEPTA PM.
G. Contractor’s Field Staff 1. The Superintendent shall have demonstrated competency in the Work of the project. 2. Safety Officer: The Contractor shall assign a designated on-site Safety Officer. The Superintendent may perform the duties of the Safety Officer in addition to their own. The presence of the Safety Officer at the site is mandatory while work is being performed. 3. Quality Manager: The Contractor shall assign a Quality Manager for the duration of the work. The Superintendent may perform the duties of the Quality Manager in addition to their own. For a definition of the
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responsibilities of this position see section 01400. 4. Staff Qualifications
The work of this contract requires specified experience in description of the specialized work of the contract. The positions referenced above are considered key personnel and the review of their resumes and experience is a responsibility requirement under paragraph 4d 6) of the Instructions to Bidders. The lowest bidder shall furnish SEPTA with the resumes for the people who will hold the above positions within five (5) days of receipt of SEPTA’s written request.
If, in the course of the work, these individuals are proposed to be replaced by the Contractor and/or SEPTA deems that their work is no longer satisfactory, the terms of the Paragraph VIII K of the Agreement will be invoked.
H. SEPTA Construction Sustainability Policies
SEPTA has adopted a series of sustainability policies which it expects its contractors to follow. These include but are not limited to the following:
a. Building Site Waste Management - Within 10 days of Notice To Proceed, and before any site work begins, the contractor shall submit a building site waste management plan. The plan shall specify which site debris shall be recycled, reused or otherwise diverted. The goal of this plan shall be to reuse or salvage 75% of the land clearing debris including rock, trees, stumps and associated vegetation and 75% of excavated soils. Any materials which are disposed of off-site must meet all applicable regulations and be specifically approved by the SEPTA project manager. For material which is disposed of off-site, the contractor will be responsible for chain of custody documentation.
b. Material and Waste Management – Within 10 days of Notice to Proceed, and before any site work begins, the contractor shall submit a construction material and waste management plan. The plan shall specify which construction and demolition materials shall be recycled, reused or otherwise diverted. The goal of this plan shall be to divert 50% of nonhazardous materials and waste (measured by weight or volume) from landfills unless the local municipality has designated a greater amount.
c. Sustainability documentation – All sustainability strategies which are fulfilled by the contractor’s actions must be documented to the satisfaction of the SEPTA project manager.
1.05 SEPTA RESPONSIBILITIES
A. SEPTA shall, furnish free of charge to the Contractor, six (6) complete sets of
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the Contract Documents including full size Contract Drawings, Specifications and Addenda, and/or conformed Contract Documents. Additional copies are available from Project Manager at cost of reproduction.
1.06 CONTRACTOR’S USE OF WORKSITE
A. Site availability and access to worksite 1. The Contractor(s) shall confine operations at the site to areas permitted by law, ordinances, and permits and as approved by the SEPTA PM. 2. Keep existing driveways, entrances and exits serving the site, and facilities on the site, clear and available at all times, except as otherwise specified or as approved by the SEPTA PM. 3. The contractor shall not interfere with SEPTA or public circulation by the storage or staging of equipment or material. SEPTA reserves the right to require the contractor to relocate equipment or material immediately and at any time even if the current location has been previously approved. 4. Keep the predefined portions of the worksite available for the SEPTA's operations during the construction period as noted in the construction phasing plan and other submittals. SEPTA reserves the right to take control of any part of the work at any time without prior notice.
B. Storage of materials and equipment and deterring vandalism 1. Consider the safety of the Work, and that of people and property on and adjacent to the worksite, when determining amount, location, movement, installation, and use of materials and equipment on worksite. All storage and staging areas must be approved by the SEPTA PM. 2. Do not load finished Work with equipment and products that would endanger the integrity of the finished Work 3. Move stored products as often as necessary if it interferes with foreseeable operations of SEPTA, public and private utilities, and other Contractors at no additional expense to SEPTA. Security of stored materials shall be the Contractor's sole responsibility. Secure additional storage and work areas if needed for construction operations at no additional expense to SEPTA. 4. The contractor shall take precautions to prevent vandals from placing loose construction debris, supplies and equipment into positions that might foul the track or otherwise interfere with the operation of SEPTA vehicles. These steps shall include, but not be limited to, securing movable items, like construction fencing and scaffolding, and storing debris and material in fenced & locked enclosures. 5. Failure to take adequate steps may result in the contractor having to go to the job site and secure these materials during non-construction hours, at no cost to SEPTA. SEPTA will hold the contractor responsible for any damage or injury caused, or contributed to, by failure to take these
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precautions effectively.
C. Protection of the public & SEPTA 1. Protection the general public and SEPTA operations from construction- related activities shall always have the highest priority. Any work on streets or access ways which could affect traffic or pedestrian access must receive prior approval by SEPTA and other agencies as required by law. Conduct work on streets and access ways on SEPTA property in a manner, which will ensure that pedestrian and vehicular traffic will either not be obstructed or obstructed to the least possible degree. Employ appropriately trained and authorized flagmen where required by ordinance or to create a safe job site.
D. Construction operations requiring SEPTA service interruptions and/or utility interruptions must meet the following requirements: 1. Should any temporary disruption of SEPTA's operations and/or use of the electric, water or telephone utilities at such site be necessary, it will be undertaken only pursuant to reasonable notices (not less than 14 calendar days) given to the Project Manager and shall not continue beyond the previously agreed-upon period, without further written concurrence from SEPTA.
1.07 SEPTA OPERATIONAL CONSTRAINTS
A. Holiday Service - SEPTA will prohibit service shut downs, and diversions on certain Holidays and Holiday weekends. Holidays include Memorial Day weekend, the Welcome America Celebration one week before the Fourth of July weekend, the Fourth of July (and the Fourth of July weekend, if applicable), and Labor Day weekend. Outages, shutdowns and diversions shall not be permitted during the “Holiday Season” which is defined as the period starting 5:01 am on the Wednesday before Thanksgiving Day until January 2, inclusive.
B. SEPTA reserves the right to return any track to service without prior notification at any time and make other adjustments as needed to facilitate operations.
1.08 WORK SEQUENCE AND CONSTRUCTION PHASING
A. The actual construction activities interfering with SEPTA operations and passenger movement shall not begin until:
1. The Contractor provides a written plan (site specific work plan) to SEPTA indicating impact to passenger flow and SEPTA operations. Such plan shall include remedial solutions acceptable to SEPTA.
2. The plan is approved in writing by SEPTA. Contractor shall be responsible
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for revision and resubmittal of the plan until it is approved by SEPTA.
B. If the plan calls for the contractor to gain access to track or facilities, operational constraints may delay actual occupancy, or require the contractor to give up occupancy early, for a period usually not exceeding one hour.
1.09 DAMAGES FOR FAILURE TO RETURN TO SERVICE
A. The damages for failure to return rail service at 4:30 a.m. Monday morning for any given weekend outage is $ ______per hour.
1.10 SEPTA OCCUPANCY AND USE
A. Portions of the Work may be placed in operation by SEPTA in advance of the completion of all Work. Occupancy and/or utilization of parts of the Work by SEPTA will not relieve the Contractor of responsibility for proper integrated completion of all parts of the Work, nor shall it act to relieve the Contractor of any responsibilities under the Contract Documents for warranty of the Work.
1.11 CONCURRENT OR FUTURE WORK
A. Work.
1.12 EXISTING CONDITIONS
A. The existing conditions represented in the Contract Drawings are based on the best available information obtained from one or any combination of the following sources: field survey, as-built documents, reference drawings, and/or visual investigation.
B. The contractor is responsible for verifying the conditions presented. If verified conditions are close to those represented on the Contract Drawings, the Contractor shall, in addition to reporting the verification to the Project Manager, proceed with the Work at no additional cost to SEPTA. If conditions are significantly different to those presented on the Contract Drawings, the Contractor shall, in addition to reporting the verification to the Project Manager, submit a detailed scheme and associated cost for completing the required work for review and comment. The Contractor shall allow 14 calendar days for review and comment.
C. The Contract Documents establish specific criteria and standards of performance. The Contractor shall use its discretion to determine means of compliance and is responsible for coordinating with other Contractors at the site in order to achieve compliance.
END OF SECTION
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SECTION 01025 - MEASUREMENT AND PAYMENTS
PART 1 GENERAL
1.01 DESCRIPTION
A. This section specifies general requirements for measurement of quantities and schedule of values required to process payment applications according to the provisions set forth in the Agreement.
B. Provide a detailed breakdown of the Contract Sum showing values allocated to each of the various parts of the Work, as specified herein, and as required by other provisions of the Contract Documents.
1.02 RELATED WORK:
Exhibit III of the Agreement
1.03 MEASUREMENT OF QUANTITIES
The Work performed under the Contract will not be measured, except to establish percentage of completion for each value line payment item.
1.04 SCOPE OF PAYMENT
Payment for work performed under the Contract will be paid in accordance with the agreement, for the:
FRAZER SHOP & YARD EXPANSION EQUIPMENT PACKAGE X
Complete in place and in conformance with the Contract Documents.
1.05 QUALITY ASSURANCE
NOT USED
1.06 SCHEDULE OF PAYMENTS
Submit a schedule of values in accordance with the requirements specified in the Agreement.
END OF SECTION
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SECTION 01045 - CUTTING AND PATCHING
PART 1 - GENERAL
1.01 DESCRIPTION
A. Work included: This section covers general requirements pertaining to cutting, fitting, and patching of the work required to:
1. Make the installation fit properly in an existing or new structure; 2. Uncover work to inspect hidden conditions and then patch. 3. Remove and replace non-conforming or otherwise defective work. 4. Repair holes and cracks caused by removal of existing or new but misplaced accessories and equipment.
1.02 RELATED WORK
A. Section: 01010: Summary of Work B. Section: 01060: Regulatory Requirements and Safety C. Section: 01300: Submittals D. Section: 01400: Quality Requirements E. Section: 01600: Materials and Equipment F. Appropriate section relating to individual products.
1.03 SUBMITTALS
A. Prior to cutting or modifying any element, submit written a request to the SEPTA Project Manager for permission to proceed with any demolition, cutting or patching. B. The SEPTA PM may require the contractor to submit a detailed plan, at least 10 business days in advance of the desired date of the work, with any or all of the following information: 1. Explanation of why this work is needed. 2. Extant of work and how adjacent work will be protected and blended in at the work’s conclusion. 3. Modifications to existing structural components including stamped calculations and drawings by a licensed engineer. 4. Products and methods to be used in the work. 5. Schedule of when the work is to be done. 6. Utilities (both SEPTA and non-SEPTA) affected by the work. 7. At historical locations, specific procedures which will mitigate the impact
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of the cutting and patching on the historical integrity of the structure.
1.04 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work of this Section. B. Provide a plan for the inspecting/testing of all modified structural components to ensure structural integrity is maintained. This plan shall be stamped by a structural engineer and submitted to the SEPTA PM. C. The SEPTA PM reserves the right to require an approved mock-up for any cutting and patching work prior to execution of the entire work.
1.05 RESTRICTIONS
A. Structural elements shall not be cut or patched in a manner that would reduce the load carrying capacity or load deflection ratio. All processes which affect structural members must be sealed by a licensed engineer and submitted to SEPTA for review before work begins.
B. Operating elements or safety related components shall not be cut or patched in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance or decreased operational life or safety.
C. Construction exposed on the exterior or in occupied spaces shall not be cut or patched in a manner that would, in the opinion of the SEPTA Project Manager, reduce the building elements’ aesthetic qualities, or result in visual evidence of cutting and patching. The responsible Contractor shall remove and replace work cut and patched in a manner deemed to be visually unsatisfactory by the SEPTA Project Manager.
D. Dispose of all waste in a legal manner following all local codes and regulations.
PART 2 - PRODUCTS
2.01 MATERIALS A. Except as otherwise indicated in the contract documents or approved by the SEPTA Project Manager, provide materials for cutting and patching which will result in equal or better work than work being cut-and-patched, in terms of performance characteristics and including visual effect where applicable. B. Use materials identical with original materials where feasible and satisfactory results can be produced subject to review by the SEPTA PM. If original materials are unavailable, use materials which match appearance and match or exceed performance of the original material as interpreted by the SEPTA PM.
PART 3 - EXECUTION
3.01 INSPECTION
A. Inspect existing conditions, including elements subject to movement or damage
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during cutting, excavating, patching, and backfilling. B. Provide temporary support before uncovering any hidden conditions. See 3.02 below.
C. After uncovering existing conditions, inspect conditions affecting installation of new work, including the suitability of all substrates to receive new material.
3.02 HAZARDOUS AND DANGEROUS CONDITIONS
A. If, during the preliminary inspection and/or the cutting and patching procedure, material of a suspicious nature is discovered, the contractor shall stop work in the vicinity immediately, abandon, isolate and mark the area, erect signs saying Do Not Enter and alert the SEPTA PM immediately.
B. If, during the preliminary inspection and/or the cutting and patching procedure, the safety of the structure appears to be endangered, or there appears to be movement in structural elements, the contractor shall stop work immediately, install bracing, and mark the area, erect signs saying Do Not Enter and alert the SEPTA PM immediately.
3.03 DISCREPANCIES
A. If uncovered conditions are inconsistent with the construction documents, immediately notify the SEPTA Project Manager and secure needed direction.
B. Do not proceed until undocumented conditions are resolved and the SEPTA PM gives direction.
3.04 TEMPORARY SUPPORT AND PROTECTION A. Provide adequate temporary support to prevent instability of Work to be cut. Do not endanger adjacent Work. B. Provide adequate protection of the work, including adjacent areas during cutting and patching, to prevent damage, and to protect from adverse weather exposure. C. Where services and utilities are to be affected by cutting and patching work, attempt to bypass to avoid interruption or obtain prior approval for this work.
3.05 PERFORMANCE A. Perform required excavation and backfilling in accordance with the pertinent sections of the Specification and in conformance with all safety regulations and requirements. B. Cut work in a matter which avoids damage to work to be retained and adjoining work. Where physical cutting is required, cut Work with sawing and grinding tools maintaining a neat straight finished edge. Core drill openings through concrete and masonry work. Cut from exposed finishes through to unexposed material C. Obtain prior approval for all equipment to be used and all demolition procedures. Do not cut with hammer and chipping tools. Use water and adequate ventilation to control dust. D. Do not cut mechanical or electrical equipment or conduit without determining
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status of equipment with certainty and consulting with the appropriate contractor. Never assume equipment or conduit is abandoned without establishing its status. Cap or seal piping, ductwork and conduit to prevent moisture from entering. E. Patch seams to be durable and invisible to the satisfaction of the SEPTA PM. Restore exposed finished or patched areas in a manner to eliminate evidence of patching. F. Do not cut and patch operational elements or safety related components in a manner that would result in a reduction of their capacity to perform in the manner intended, or that would result in increased maintenance, or decreased operational life or decreased safety. G. Where new or enlarged doorways or openings are shown in existing construction, take the necessary precaution to support the walls above the openings and install new steel lintels above the openings. Where the wall finish is plaster or CMU, reinforced precast block lintels may be used where approved by the SEPTA Project Manager. New wall materials shall be toothed into existing wall materials. New metal frames shall be anchored and grouted identically to what is required for all new work. H. If existing utilities, pipes, and/or conduits must be relocated by any contractor; the affected contractor shall install by-pass services of quality equal to the existing system prior to beginning the work subject to the approval of the SEPTA PM I. When painting patched areas, continue painted area to a visual barrier such as an expansion joint, edge of material, corner or other joint. Obtain approval for paint color matches on a mock-up which, if approved by the SEPTA PM, may become part of the work. J. At exterior locations, test all patches to determine if they create a water tight condition.
3.06 CLEANING A. Before an area is turned back to SEPTA for use, thoroughly clean areas and spaces where work has been performed or used as access to work. B. Thoroughly clean piping, conduit and similar fixtures before painting or other finishing is applied. C. Restore items suffering incidental damaged, such as pipe covering and miscellaneous finishes, to their original condition.
END OF SECTION
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SECTION 01050 - FIELD ENGINEERING
PART 1 GENERAL
1.01 DESCRIPTION
A. Work included: This Section of the Specifications covers field engineering services as necessary to correctly complete the Work including, but not limited to:
1. Establishing and maintaining lines, levels and other survey controls as dictated by the specific project parameters.
2. Structural design of sheeting, shoring, formwork, temporary supports/falsework and other similar items provided by the Contractor as needed for the execution of the work.
1.02 RELATED WORK
A. Section 01300: Submittals
B. Section 01700: Contract Closeout
C. Section 01720: Project As-Built Documents
1.03 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Contractor(s) in all cases shall submit:
1. Documentation demonstrating qualifications of persons proposed to be engaged for field engineering/survey services.
2. Documentation detailing the methods that the Contractor proposes to use to achieve and verify required survey accuracy.
3. All survey-related submittals shall be accompanied by a certification, signed by the Contractor's retained field engineer , stating that elevations and locations of improvements are in conformance or nonconformance with the requirements of the Contract documents.
4. Provide shop drawings and design calculations sealed by an engineer licensed in the Commonwealth of Pennsylvania for all falsework and temporary or interim supports including sheeting, shoring, excavation supports, cofferdams, concrete forming systems and steel erection devices among others.
1.04 QUALITY ASSURANCE
A. Use adequate numbers of skilled professionals and technicians who are thoroughly trained and experienced in the necessary areas and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. v.15-04 Field Engineering 01050-1
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B. A Professional Land Surveyor (PLS) Licensed to Practice in the Commonwealth of Pennsylvania shall perform the survey work for the Contractor. The PLS shall be on the Work site whenever survey activities are taking place.
C. Temporary support/excavation support shop drawings and calculations shall be prepared, signed and sealed by a Professional Engineer licensed in the Commonwealth of Pennsylvania.
1.05 ENGINEERING PROCEDURES
A. The contractor’s engineer shall design all construction related structures to the satisfaction of SEPTA. All designs must be submitted at least 21 calendar days before construction to allow sufficient tome for review. SEPTA and AMTRAK will not be responsible for delays caused by resubmittals if required.
1.05 SURVEYING PROCEDURES
A. In addition to procedures executed by the Contractor, and his subcontractors for proper performance of the Work, the Contractor shall:
1. Locate and protect control points before starting work on the site.
2. Preserve permanent reference points during progress of the Work.
3. Not change or relocate reference points or items of the Work without specific approval from SEPTA.
4. Promptly advise SEPTA when a reference point is lost or destroyed, or requires relocation because of other changes in the Work.
a. Upon direction of SEPTA, require the Contractor's surveyor to replace reference stakes or markers.
b. Locate such replacements according to the original survey control.
C. Before proceeding with the layout of actual work, the Contractor shall verify the layout information shown on the drawings, in relation to the property survey and existing benchmarks. As the work proceeds, the surveyor shall check every major element for line, level and plumb. A surveyor's log or record book of such checks shall be maintained current at all times. Make this log or record book available for SEPTA or SEPTA's Architect and/or Engineer's reference. The surveyor shall record deviations from the required lines and levels, and shall, upon detection, promptly advise SEPTA of deviations exceeding indicated or recognized tolerances. The Contractor shall update final survey information on as-built drawings.
D. The Contractor shall be responsible for the stakeout of all property lines and corners required to establish the location of fences and other items of work, of which location is referenced thereto.
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E. The Contractor shall assume full responsibility for dimensions and elevations taken from benchmarks and baselines and for the setting of lines and grades.
F. The Contractor shall provide SEPTA with any assistance required for checking lines, grades, and measurements as may be requested by SEPTA.
1.06 PROJECT SURVEY RECORDS
A. On completion of any major structural element of the Work such as foundations, abutments, piers or other significant site improvement, the Contractor shall prepare and submit a certified survey illustrating dimensions, locations, angles, and elevations of the final construction and site work.
B. The Contractor shall preserve all field books and stakeout data until Final Acceptance of the Work at which time they will be signed and sealed by the licensed Surveyor (PLS) and turned over to SEPTA. The Contractor shall comply with any requests by SEPTA to review field books and stakeout data at any time during the course of Work. Submit field books and stakeout data to SEPTA as part of Project Closeout. The field books and stakeout data will become the property of SEPTA.
1.07 SURVEY CREWS
A. The Contractor shall employ a survey crew. The minimum required crew shall be onsite at all times during construction phases where their work is required, to perform all survey related tasks as necessary to properly execute the Work in accordance with these specifications and the Contract Drawings. B. In addition, the members of the survey crew must be located in such proximity to the Work site that mobilization is possible within four hours of notification by SEPTA when an unanticipated need for their services occurs.
END OF SECTION
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SECTION 01060 - REGULATORY REQUIREMENTS AND SAFETY
Valid from 07/01/14
PART 1 - SAFETY
1.01 DESCRIPTION
A. This Section specifies the safety & environmental requirements for contractor personnel involved in construction, maintenance, and rehabilitation projects on SEPTA property. The Contractor is required to assure that all employees, subcontractors, and suppliers/vendors, while on the Work site comply with the provisions of this Section.
B. At those facilities to remain in operation during construction, or are adjacent to SEPTA right or way, the Contractor shall take every precaution necessary to assure the safe access and egress of all SEPTA customers and employees, the safe and continuous operation of all SEPTA vehicles, ensure the appropriate protection of the environment as well as the safety and general welfare of the public at large. Depending on the configuration of the project, the contractor may be responsible for providing temporary pedestrian access including access which is accessible to those with disabilities. Under no circumstances is the contractor to block or restrict public or SEPTA entrances or the SEPTA vehicle right of way without prior written approval of the SEPTA Project Manager.
1.02 RELATED WORK
Include all applicable sections
Section 01010 Summary of Work Section 01068 Maintenance Facilities Safety Requirements Section 01090 References Section 01100 Special Project Procedures Section 01300 Submittals Section 01400 Quality Requirements Section 01500 Construction Facilities and Temporary Controls Section 01570 Maintenance and Protection of Vehicles, Pedestrian and Passengers
1.03 SUBMITTALS
The Contractor shall furnish a copy of the Contractor’s project/site specific safety plan (and corporate program if referenced) and protocols to the Project Manager within 30 days from receipt of the Notice to Proceed. The SEPTA Project Manager may prohibit and/or restrict any work on site until this plan has been received and
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approved.
If these specifications call for certification or licenses from the Commonwealth of Pennsylvania, it is understood that certification or licensure shall be from the state where the work is occurring and in the case of work in multiple states, then licensure from multiple states may be required.
1.04 QUALITY ASSURANCE
A. The Contractor shall be responsible for ensuring compliance with the regulations of all applicable occupational safety and health statutes and regulations of all of the applicable political jurisdictions where the work is being performed including those relating to the U.S. Department of Labor, FRA, FTA, and Occupational Safety and Health Administration (OSHA) standards. The Contractor shall conduct daily monitoring and document the compliance and performance of the requirements set forth in this document and those required by applicable governmental agencies. This documentation will be based on the applicable code requirements and shall be made available upon request of the SEPTA PM.
B. SEPTA Project Managers (SEPTA PM), Authority employees, and SEPTA’s third party consultant staff will monitor compliance with all applicable internal safety and environmental regulations and environmental contract specifications.
C. The Contractor’s employee safety program, which must be site specific, shall include but not be limited to the following (as applicable):
1) Work Site Orientation a. Safety and health hazards present in the work assignment and the general work area. 2) OSHA - written programs applicable to scope of work. 3) Required training, licensing or certification, and documentation of same 4) Workers’ Compensation Reporting 5) Fall Protection equipment and requirements 6) Personal Protective Equipment 7) Confined Space Procedures 8) Hazardous Materials Handling and Disposal 9) Trenching and Excavation including shoring and sheeting 10) Cranes
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11) Electrical Protection 12) Drug and Alcohol prohibitions and testing 13) Public, SEPTA Employee, and Passenger Protection 14) Site Emergency Procedures and Contact Information a. Emergency contact numbers b. Emergency escape routes and evacuation meeting place. 15) Nearest hospital including directions from the site with route maps
D. The Contractor shall provide a designated qualified safety officer who shall be responsible for all safety-related activities until the completion of the Work. The Contractor is also responsible for all safety related activities for all their subcontractors and suppliers working at the work site.
E. The safety officer shall report all on-the-job injuries at once to the SEPTA Project Manager and submit all paperwork pertaining to such injuries, within 24 hours or as required by the SEPTA PM.
F. The Contractor's safety officer shall, as a minimum hold weekly (tool box) safety meetings with all of the Contractor’s personnel. Subjects, time, and location may be set at the Contractor's convenience. At least three (3) days prior to each meeting, SEPTA requires an agenda be submitted to the SEPTA Project Manager, including the time and location of each meeting. Copies of signed attendance sheets and the meeting minutes shall be submitted to the Project Manager at each regularly-scheduled project coordination meeting.
G. The Contractor is required, by Agreement, to maintain an alcohol and drug free environment. The Contractor shall describe in their employee safety program on how this contract stipulation is to be accomplished and maintained. Please note that SEPTA reserves the right to restrict access to its property, because of the inherent safety hazard to its employees and general public. Any person shall be immediately removed and barred from SEPTA property if in the opinion of SEPTA’s Project Manager, and/or other appropriate SEPTA representative, that person constitutes a safety risk.
1.05 GENERAL SAFETY REQUIREMENTS
A. The Contractor shall supply and furnish all required personal protective equipment (PPE) for their employees. The Contractor is also responsible for ensuring that PPE is worn correctly by all employees while on the work site. The Contractor’s employees shall wear compliant safety equipment including, but not limited to, hard hats, work shoes/boots, safety vests, safety glasses, and fully body cover clothing, including flame retardant (FR) clothing where
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and when it is required.
1. The minimum PPE standards must be met as outlined below:
a. Hard hats shall be ANSI-Z89.1 2003, Class E. Hard hats shall be worn at all times while on the work site.
b. Work shoes (ASTM 2413-11 C75 / I75) shall have non-slip soles. Permanent metal plates or cleats on the sole or heel of shoes are prohibited. Shoelaces are to be kept short so they do not pose a tripping hazard. Athletic shoes, sandals, open-toed shoes, moccasins and/or shoes with heels higher than 1” are not permitted.
c. Contractor personnel shall wear eye protection at all times on the work site. Eye protection shall be safety glasses with rigid side shields that comply with ANSI Z-87.1. Prescription eyewear shall also meet the same requirements as described above, or the individual shall wear equivalent eye protection over their prescription glasses or contact lenses.
d. The safety vest shall be ANSI 107, Class 2 high-visibility with a yellow-green background and 2-inch retro-reflective striping for work on SEPTA owned property within any public right-of-way, where exposed to vehicular traffic, or otherwise required by rules or regulations. Work in Amtrak territory requires the use of an orange vest subject to approval by Amtrak.
e. The Contractor’s personnel shall wear long pants (without cuffs) and, at a minimum, short sleeve shirts. Sleeveless shirts are prohibited.
f. Approved hearing protection shall be worn in all designated areas identified by signs or when operating high noise level equipment. The contractor is responsible for providing acceptable hearing protection for their employees as outlined in OSHA 29 CFR 1910.95.
g. The Contractor is responsible for providing acceptable respiratory protection for their employees as outlined in OSHA 29 CFR 1926.103.
h. Gloves shall be worn where hand injuries are likely to occur based on the hazard present.
B. The Contractor shall take all necessary precautions and provide protective measures to prevent injury to the public and damage to property of others. To prevent unauthorized access to the work zone and storage areas, the
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Contractor shall furnish and erect construction fencing or barricades and signage, as specified in the contract documents or as directed by the SEPTA PM, for the safeguarding of the public against accident or damage before commencing operations. The Contractor shall maintain the protective measures and/or construction fencing in good condition as evaluated by the SEPTA PM, until removal.
C. The Contractor shall dismantle, remove and/or relocate construction fencing and barricades when directed by the SEPTA Project Manager.
D. The Contractor must ensure personnel, including subcontractors and vendors, receive the required SEPTA (and Amtrak or other railroad if applicable) Safety Training for the affected mode(s) before starting work. This covers the rules and procedures for personnel and equipment including but not limited to, working in or about stations, yards, tunnels, or adjacent to the track right-of- way. All personnel who are present at the job site at any time must have this training. All personnel are required to wear / display their safety training card.
E. The Contractor is required to comply with OSHA’s Noise Standard 29 CFR 1910.95 and any local noise ordinances.
F. Where it is permitted to store materials on streets, the Contractor shall place such materials in a secured place in accordance with local jurisdictions so as to cause minimum obstruction to traffic and public safety. The Contractor shall not place materials within 15 feet of fire hydrants nor obstruct drainage gutters and inlets. The Contractor shall obtain and pay for all required permits relative to materials storage.
G. Material stored on site must be secured to prevent vandals from placing debris or material on the right-of-way. Material placed on the right of way must be removed by the contractor immediately upon notification, at any time, at no cost to SEPTA. At no time shall any merchandise, material, or other articles be permitted to remain piled or assembled on the ground or on platforms adjacent to any track at a distance of less than ten feet, (10'-0") from the center line of such track.
H. Copies of Safety Data Sheets (SDS) and the quantity of each chemical must be provided to the SEPTA Project Manager for review and approval before chemicals can be brought to any SEPTA property. The SDS will be reviewed by SEPTA’s System Safety and Risk Management Department for approval.
I. All SDS must comply with OSHA’s Hazard Communication Standard 29 CFR 1910.1200. In addition, all Contractors must be trained per the Hazard Communication Standard. The Contractor is responsible for maintaining all SDS used at the work site.
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J. The storage of hazardous and flammable materials on SEPTA property is restricted and permission for each material must be granted by the SEPTA Project Manager. When storing flammable and hazardous materials and hazardous waste, they must be stored in compliance with all applicable regulations. Flammable materials shall not be stored in confined spaces or other similar areas such as tunnels, underground rooms and building basements.
K. If hazardous substances are present, such as wastes, or if the potential for a hazardous release exists, the Contractor is responsible for following their Site Safety Plan covering policies and procedures to protect workers and the public from the potential hazards.
L. Firearms or any items classified as concealed weapons will not be brought onto SEPTA’s property.
M. All tobacco use is prohibited within the construction project and all areas subject to restrictions by SEPTA or by local, state and federal law. Smoking within SEPTA indoor facilities is prohibited.
N. The Contractor may not block or obstruct access to emergency equipment such as first aid kits, AED units, eyewash stations, fire extinguishing equipment, fire hydrants, transformers, or emergency generators. Emergency equipment must not be disconnected or relocated by the Contractor without permission from SEPTA’s Project Manager.
O. All electronic devices must be turned OFF or placed in airplane mode when working within the fouling envelope of the right of way. If an individual must make a phone call, they must first step outside the fouling envelope of the right of way to make or receive the call or otherwise use an electronic device. The contractor and his personnel are libel for all fines assessed by the Federal and/or state regulators for a violation of this regulation. Violation of this regulation can result in the individual being prohibited from working on the project.
P. The use of head phones, ear buds, etc. are prohibited while in a construction area.
1.06 ACCIDENT AND INJURY REPORTING
A. The Contractor is responsible for reporting and investigating all work related accidents and incidents. This shall be completed in a timely manner with recommendations for corrective actions to prevent similar accidents or incidents. Accidents and incidents include:
a. Personal Injury
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b. Property Damage c. Near Misses d. Actual or potential exposure to toxic substances e. Hazardous material spills and releases f. Fires
B. The Contractor must notify the SEPTA Project Manager for all accidents and incidents that occur on SEPTA property immediately.
C. SEPTA reserves the right to conduct an independent investigation of all accidents and incidents that occur on the work site with the full cooperation of the contractor, subcontractor and employees.
D. At accident locations where conditions are immediately dangerous to life and health, work shall be suspended until corrective actions are taken to the satisfaction of the appropriate SEPTA representative.
1.07 EMERGENCY PROCEDURES
A. The Contractor shall set up emergency procedures and prepare written guidelines discussing such procedures for the following categories:
1. Fire
2. Injury to contractor’s and/or SEPTA employees
3. Injury to general public
4. Property damage, including property of utilities, i.e., gas, water, sewage, electrical, telephone or pedestrian and vehicle routes.
5. Hazardous/toxic material spill, discharges and/or exposure.
6. Site evacuation.
B. Copies of all guidelines for emergency procedures shall be written and posted prior to the initiation of actual construction. Posting shall include emergency telephone numbers and directions to and from the nearest hospital. The Contractor shall have standing arrangements for the transportation and hospital treatment of any employees who may be injured, are exposed to hazardous material, or who may become ill. These guidelines shall be included in the Contractor's written safety program and shall be submitted to SEPTA.
C. The Contractor shall provide a fully equipped first aid kit at the site. This kit will be made available to the SEPTA PM for their inspection and approval at any
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time.
D. The Contractor must discuss site emergency procedures at the beginning of the project, with the addition of a new worker to the site, and at least monthly with all personnel at tool box safety meetings. Any changes to the work site emergency procedures must be documented and employees, vendors and the SEPTA Project Manager notified.
E. SEPTA operational emergencies will be handled by the senior SEPTA Operations personnel present. This individual, designated “The Incident Commander” is responsible for summoning the number of persons required by the situation and assignment of all recommended procedures.
1.08 PROTECTION OF SEPTA FACILITIES
A. The Contractor shall be cognizant of and bound by SEPTA's safety rules and regulations specified herein and conduct operations in strict accordance with same.
B. SEPTA shall be the sole judge of protection necessary for the safe operation of its facilities. SEPTA reserves the right to alter this protection at any time.
C. SEPTA’s Facilities and/or Structures shall not be utilized by the Contractor for temporary scaffolding and/or support for the construction effort without permission. A Contractor may request SEPTA’s consideration for such action. The Contractor shall provide a detailed plan to utilize SEPTA’s Facilities and/or Structures. The plans will be submitted for SEPTA’s review and approval prior to the initiation of any work. SEPTA also reserves the right to have the drawings and supporting calculations sealed by a Professional Engineer registered in the Commonwealth of Pennsylvania, or appropriate jurisdiction, at no cost to SEPTA.
D. Before any work is done in the vicinity of an existing structure, SEPTA must be notified and may require a plan for stabilizing and underpinning the structure prepared and sealed by a Professional Engineer licensed in Pennsylvania, or appropriate jurisdiction, at no expense to SEPTA.
1.09 CRANE, MATERIAL HANDLING, AND ERECTION SAFETY
A. The Contractor shall take care to prevent any structure from being loaded with a weight, for any duration, which will endanger its stability, or the safety of persons.
B. The contractor shall adhere to all Local, State, and Federal laws pertaining to crane operations.
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C. All cranes must be inspected annually as well as monthly. The most recent reports shall be submitted to SEPTA prior to the use of the cranes on any work site. SEPTA’s Project Manager must ensure that daily safety inspections are completed. The monthly reports for the crane must be submitted to the SEPTA Project Manager on a pre-determined schedule as long as the crane is operating on the project.
D. The Contractor shall ensure all crane operators and riggers are trained and competent in the use of such equipment. The Contractor shall provide a competent person to oversee and/or perform lifting operations as required by OSHA. Personnel qualifications will be made available to SEPTA upon request.
E. The Contractor shall submit for review to the Project Manager, sketches defining the operations of all cranes, material handling equipment, and erection activities used in support of construction during periods of train operations. The Contractor shall submit, at the Project Manager's request, similar information for cranes or other equipment in use and capable of encroachment.
1. These sketches shall include planned locations and movements of the equipment, calculations demonstrating the adequacy of the capacity of the crane for the loads, the interface between the footprint of the equipment the movement of the boom and loads relative to the existing structure and surrounding buildings, the support grillages and the protection of existing utilities and facilities, and any other pertinent details required by the Project Manager.
2. The following data shall be required for all hoisting operations adjacent to active SEPTA operations and facilities and shall be prepared by and sealed by a Professional Engineer licensed in Pennsylvania.
a Plans and sections showing locations of cranes, horizontally and vertically, operating radii, with delivery of disposal locations shown. The location of the SEPTA Right of Way and all active facilities shall also be shown.
b Crane rating sheets showing cranes to be adequate for 150% of the actual weight being lifted. A complete set of crane charts, including crane, counterweight, and boom nomenclature is to be submitted.
c A location plan showing all obstructions such as wires, poles, adjacent structures, etc., and that the proposed lifts are clear of these obstructions.
d A data sheet shall be prepared listing the type, size, and
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arrangements of slings, shackles, or other connecting equipment, all to be designed for 150% of the actual weight being lifted. Copies of a catalog or information sheets for specialized equipment shall be included.
e A complete procedure is to be included, indicating the location and order of lifts and any repositioning or re-hitching of the crane or cranes.
f Temporary support of any components or intermediate stages is to be shown and detailed.
g A time schedule of the various stages must be shown as well as a schedule for the entire lifting procedure.
F. Specialty slings and hooks shall not be used to set steel or move materials over workers. All sling and crane load line hooks shall have safety latches installed or shall be moused, except for specialty slings and hooks such as sorting or shake out slings or self-adjusting pipe slings.
G. The Contractor shall not leave suspended loads unattended. When moving loads, the operator shall ensure a clear path free of personnel or other barriers.
H. The Contractor shall establish a restricted work area using barricades and other appropriate controls to minimize the hazards to personnel, customers, and equipment from swinging or falling objects.
1.10 SNOW REMOVAL
A. The Contractor shall remove all snow and ice within the project site as required for the proper protection and prosecution of the Work, and to protect SEPTA employees and the public. The Contractor shall at all times provide and maintain adequate protection against weather so as to preserve all Work, materials, equipment, apparatus, and fixtures free from damage.
B. The Contractor shall not use sodium chloride (or any chloride) on any facilities adjacent to SEPTA electric rail lines where the possibility exists that melting mixture may leach onto the contact rail within the Right of Way.
1.11 WELDING, CUTTING AND OTHER HOT WORK
Gas or electric cutting, burning, or welding shall be done in accordance with the guidelines of NFPA 51 B, the International Fire Code, federal, state, and local rules and regulations, or the provisions below, whichever is more restrictive.
A. If hot work is to be executed at a job site, the prime contractor’s safety officer
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must have a copy of the current version of NFPA 51B at the job site.
B. The prime contractor’s safety officer shall act as a Permit Authorizing Individual (PAI) and complete the checklist to fulfill the requirements of by 51 B for all torch work. The contractor shall obtain the current copy of SEPTA’s “Hot Work Checklist” for this purpose.
C. The SEPTA PM shall be notified at least 48 hours in advance of any hot work on site. A copy of each checklist completed for that period shall be delivered to the SEPTA PM at the next job progress meeting.
D. Spark shields and a fire watch must be posted when executing hot work and for a period of at least four hours after all activity has been completed. The SEPTA PM reserves the right to extend the duration of the fire watch in special circumstances. A supply of water and an approved fire extinguisher shall be readily available to the location where the work was done.
E. All oxygen/acetylene bottles must be removed and stored outside of all tunnels, underground stations and other confined spaces at the end of the workday. While in use in a tunnel, underground station or other confined space, they shall be attended at all times. At no times when not in use shall oxygen and acetylene bottles be stored together.
E. Anti-flashback devices must be installed on the fuel side of all gas and oxygen cutting torches
1.12 GAS CYLINDERS
A. Compressed gas cylinders shall be handled and properly supported and secured in an upright position away from heat or flame sources. Cylinders that are not being transported must have their caps in place.
B. Regulators, hoses, and torch assemblies must be in working order and checked for leaks prior to initial use or installation. If a leak is discovered, the cylinder must be removed to a safe location.
C. Cylinders must be labeled and stored according to compatibility with signs posted.
D. Oxygen and acetylene cylinders, empty or full, shall not be stored together. Full oxygen cylinders must be separated from acetylene cylinders or other fuel-gas cylinders or combustible materials a minimum distance of 20 feet or by a noncombustible barrier at least 5 feet high having a fire-resistance rating of at least one-half hour.
E. All cylinder valves must be closed when cylinders are not in use and the hose pressure bled down.
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F. All cylinders must be removed from confined spaces at the end of each work day.
1.13 UTILITIES
A. Before any excavation begins, the Contractor must determine the location of all utility installations such as but not limited to sewer lines, telephone lines, fuel lines, underground electric lines, water lines, or any other underground installations that may be present during excavations.
B. As per 73 P.S., § 176, et seq., the Contractor is required to notify utilities prior to all excavations. The Contractor shall be held responsible for any damage done to any utility in the prosecution of the Work. The Contractor shall exercise any precautions necessary to prevent damage in working underneath or adjacent to any underground structure. If it becomes necessary for a utility company, through emergency procedures or because of unforeseen conditions, to repair, reconstruct, relay or relocate utilities within the contract area, after work has commenced by the Contractor, then the said utility company and the Contractor shall make suitable arrangements to overcome such interference. All work shall be accomplished at no extra cost or charge to SEPTA. No compensation shall be allowed the Contractor for the disruption to his work. A no-cost time extension may be granted in accordance with the Contract to the Contractor by SEPTA for the delay that has occurred.
1.14 HOUSEKEEPING
A. The Contractor shall maintain their work area in an orderly manner.
B. The Contractor shall provide containers for trash and scrap metal unless prearranged with the SEPTA Project Manager before the start of the project.
C. The Contractor is responsible for the proper disposal of hazardous, flammable, trash, and/or excess waste material. All waste must be removed or secured on site daily. See SEPTA’s Contractor Environmental Safety Requirements for more information on hazardous waste.
D. The Contractor is responsible for maintaining all disposal records, including chain of custody records for hazardous or untested material, and providing copies to the SEPTA Project Manager where applicable.
E. No on site burning or burying of waste or material is permitted.
1.15 ELECTRICAL
A. The Contractor directly involved with electrical work, or work adjacent to
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electrical hazards shall do so only after details of the work has been planned and approved by SEPTA.
B. All electrical work shall comply with OSHA 29 CFR 1926.400 (Electrical Standard), OSHA 29 CFR 1910.147 (Lockout/Tagout), The National Electric Code (NEC), NFPA 70E (latest editions), and any SEPTA standards.
C. All equipment and cords must be free from damage. Frayed or cut electrical cords, or cords with damaged plugs or missing ground plugs shall immediately be removed from service, rendered unusable, and removed from the work site.
D. All electrical tools and equipment must be grounded.
E. Before working on a de-energized circuit, it must be electrically tested to ensure it is de-energized.
F. The Contractor must complete lockout/tagout procedures for all machines, equipment, and systems that require service or maintenance as required by 29 CFR 1910.147.
1. A lock or tag can only be removed by the individual or their designee.
G. After the Contractor performs repairs, maintenance or installations, and before SEPTA employees attempt to re-energize the electrical equipment, verification shall be performed in the presence of the SEPTA PM to ensure that the electrical equipment components are operationally intact and that no electrical hazard is present up on re-energizing.
1.16 CONFINED SPACE
A. The Contractor shall be required to have competent and trained personnel for restricted or confined space entry work.
B. All confined spaces at SEPTA are permit required spaces and the Contractor is required to utilize SEPTA’s confined space permit.
C. Confined spaces refer to a space which by design has limited openings for entry and exit but large enough to enter to perform work, the potential for toxic atmosphere or one that can produce a toxic atmosphere, and is not designed for continuous occupancy. Confined spaces at SEPTA can include, but not limited to, storage tanks, boilers, trenches, manholes, lift stations, and valve pits.
D. The Contractor shall coordinate and obtain approval from the SEPTA Project Manager for all confined and restricted space activities.
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E. The Contractor must provide emergency rescue based on the work being conducted. Documentation on the rescue procedures, authorized rescuers, training and equipment must approved by SEPTA and be available on site prior to conducting confined space entries.
1.17 EXCAVATION AND TRENCHES
A. The Contractor shall provide training to all personnel required for safe trenching and excavation projects on SEPTA property and comply with OSHA Excavation Standard 29 CFR 1926 Subpart P.
B. Prior to any excavations or trenching, the Contractor shall be responsible for utility marking to ensure the area impacted is free from underground hazards.
C. Excavations and trenches over 4-feet must have appropriate protective systems such as but not limited to sloping, trench shields, and shoring, if soil conditions are unstable excavations less than 4 feet must have protection. This requirement is in addition to any other regulatory requirements including OSHA requirements.
D. Daily inspections of excavations, adjacent areas, and protective systems must be made by the Contractor to ensure safety systems are functional and effective.
E. The Contractor shall place warning signage and barricades or fencing to prevent unauthorized or accidental access to the site.
F. The Contractor shall cease work immediately and contact the SEPTA Project Manager if suspect material such as strong odors, discolored soils, pipes, pipe covering or other material indicating the potential presence of asbestos, or other hazardous materials is encountered.
1.18 LADDER SAFETY
A. All ladders and their use must comply with OSHA 29 CFR 1926.1053 and ANSI specifications.
B. Metal or other conductive ladders are prohibited.
C. Ladders must be inspected before use and must be in good condition and free of any broken or defective parts. Defective ladders must be removed from service.
D. The Contractor must provide training to all employees using ladders in their proper use, how to recognize ladder hazards and how to correct identified
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safety hazards.
E. Job fabricated ladders are prohibited.
1.19 FALL PROTECTION
A. The Contractor shall provide fall protection and proper training for its employees, as required by 29 CFR 1926.500. Fall protection is required in areas where the fall hazard is 6 feet or greater from the worker’s foot level.
B. The Contractor shall isolate work areas to protect persons from falling objects and to prevent unauthorized access to the work site.
C. The Contractor shall perform documented inspections of their fall protection equipment before each use.
D. Work being conducted within six feet of a floor opening (skylight, hole, open hatch, etc.) requires the appropriate fall protection.
E. Work being conducted on a roof within six feet of the edge requires the appropriate fall protection. The Contractor shall not work on or access roofs without prior approval from SEPTA Project Manager.
1.20 SCAFFOLDS
A. All scaffolding, staging, and work platforms must satisfy OSHA 29 CFR 1926.450 and the manufacturer’s requirements.
B. The Contractor shall ensure that scaffolding be erected and inspected by trained personnel.
C. The Contractor shall perform documented pre-use inspections for erected scaffolding.
1.21 POWERED EQUIPMENT/WORK PLATFORMS
A. The Contractor shall not use SEPTA owned or leased powered equipment or aerial work platforms unless approved by the SEPTA Project Manager.
B. The Contractor shall ensure only trained an authorized personnel operate any powered equipment such as but not limited to forklifts, extendable boom lift, scissor lifts, and cranes.
C. The Contractor shall perform documented inspections of equipment prior to each day’s use to ensure safe operating condition. Defective equipment must be segregated and not be used on the work site.
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D. The Contractor must ensure all its employees and subcontractors have had appropriate and effective training in compliance with OSHA 29 CFR 1910.178 (Powered Industrial Vehicles) and 29 CFR 1926.453 (Aerial Lifts) and the manufacturer’s recommendations.
1.22 FIRE SAFETY
A. The Contractor’s personnel should be familiar with the location of fire alarm pull stations, portable fire extinguishers and exit routes from the work area. The Contractor shall not obstruct access to exits, exit routes, or fire equipment or prop-open stair well doors.
B. Fires shall be reported by activating the nearest fire alarm station and calling 911.
C. The Contractor’s personnel shall be trained in the proper use of a portable fire extinguisher in the event fire watch duties are required.
D. Flammable and combustible materials at a minimum must be labeled, properly stored, and disposed of. Please see the Contractor Environmental Requirements.
E. The Contractor must follow requirements listed in the “Welding, Cutting and Other Hot Work” section of this document, if welding, torch cutting, soldering or other forms of “hot work” will be performed.
F. The Contractor must take precautions to prevent damage to fire protection systems. All damage must be reported immediately to the SEPTA Project Manager.
G. The Contractor must not disable a fire protection system (sprinklers, fire alarm system components, etc.) unless prior approval has been provided by the SEPTA Project Manager and local fire department. If a system is disabled, fire watch personnel must be present until that system is reconnected or other arrangements have been made and approved by the SEPTA PM.
H. Materials or equipment must not be temporarily or permanently suspended on sprinkler pipes, valves, or supports.
1.23 PROTECTION OF EXISTING WATER AND SEWER LINES
A. When the equipment axle load exceeds 15 tons, the Contractor shall provide and work from timber mats placed over existing underground water lines and sewer lines. B. SEPTA reserves the right to require additional protection and/or protection
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plans sealed by a professional engineer.
PART 2 - ENVIRONMENTAL
2.01 SUBMITTALS
A. The Contractor shall furnish for review by SEPTA the Contractor’s Environmental and/or Waste Management Program within thirty (30) days from receipt of the Notice to Proceed (see Section 2.04.B).
B. Prior to the start of work, Contractor shall furnish for review by SEPTA a Means and Methods Plan describing the day-to-day activities the contractor will employ to complete construction in accordance with the specification requirements. The Means and Methods Plan shall include the following:
1. A detailed, stepwise description of the construction process organized sequentially;
2. A description of any specialized equipment to be utilized to complete the work;
3. Identification of potential hazards in the construction process; and
4. A description of the construction mitigation measures that the contractor will implement to mitigate identified hazards.
C. Prior to the start of work, Contractor shall furnish for review by SEPTA a copy of asbestos and lead survey findings/reports. If asbestos abatement or lead removal is conducted, Contractor shall further furnish to SEPTA prior to the start of those activities, all relevant submittals including but not limited to notifications, work plans, and health and safety plans. Within thirty [30] days of completion of work, waste disposal records documenting disposal at a SEPTA-approved facility shall also be submitted to SEPTA (see Section 2.07.H).
2.02 QUALITY ASSURANCE
A. The Contractor shall daily monitor and document the compliance and performance of the requirements set forth in this Section consistent with appropriate SEPTA Work rules and Federal, Commonwealth of Pennsylvania, and Local rules and regulations. The Contractor shall document the Contractor's compliance with applicable codes and regulations.
B. The Contractor’s Environmental and/or Waste Management Program, as a minimum, shall include but not be limited to the following as applicable to the Work:
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1. Sustainability and Recycling
2. Waste Management and Disposal
3. Hazardous Materials
4. Soils Management
5. Erosion and Sedimentation Control
6. Noise Control (if applicable)
C. The Contractor shall provide a qualified environmental safety officer who shall be responsible for all environmental safety-related activities until the completion of the Work. The environmental safety officer shall report all on- the-job environmental incidents at once to the Project Manager and submit all paperwork pertaining to such incidents as required.
2.03 EMERGENCY PROCEDURES
A. The Contractor shall set up emergency procedures and prepare written guidelines discussing response and notification actions related to hazardous/toxic material spills, discharges, or releases. Such guidelines shall be incorporated into one or more Contractor’s required site-specific plan submittals, such as the Health and Safety Plan, Work Plan, Contingency Plan, or Environmental/Waste Management Program.
2.04 STORAGE AND HANDLING OF MATERIALS
A. Materials Handling:
1. All scrap material of any kind, type, or nature shall be placed into designated confined areas or containers specifically supplied for this purpose. Containers shall be removed from the job site when full.
2. The Contractor shall assure that all chemicals, paints, solvents, and cleaners are maintained per OSHA's hazard standards. Discarded chemicals shall be disposed of in accordance with applicable Commonwealth of Pennsylvania Department of Environmental Protection (PaDEP) and/or Environmental Protection Agency (EPA) requirements. Copies of all Material Safety Data Sheets (MSDS), OSHA Form 20, and the Product Use sheets shall be given to SEPTA's Project Manager before or at the time of material delivery. All training shall be done in accordance with OSHA's Hazard
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Communication Standard.
3. Materials handling shall be conducted in accordance with the Contractor’s Environmental / Waste Management Program (see Section 2.04).
2.05 ENVIRONMENTAL PROTECTION
A. Environmental protection considerations consist of, but are not limited to, the following factors:
1. Natural resources, including air, water, and land.
2. Solid Waste disposal.
3. Noise.
4. Control of toxic substances, hazardous materials, and radiation.
5. The presence of chemical, physical, and biological elements and agents that adversely affect and alter ecological balances.
6. Degradation of the aesthetic use of the environment.
7. Historical, archaeological, and cultural resources.
B. General Requirements:
1. The Contractor shall provide and maintain environmental protection as defined herein or as required by regulation, whichever is more restrictive.
2. The Contractor's operation shall comply with all applicable Federal, Commonwealth and Local laws, ordinances, and regulations pertaining to environmental protection.
3. Compliance of subcontractors and suppliers with the provisions of this and all other sections of these Specifications shall be the responsibility of the Contractor.
4. The Contractor shall not use equipment from which factory-installed antipollution and noise control devices have been removed, altered or rendered ineffective intentionally or through lack of proper maintenance.
5. Unless the Contractor has tested and established the safety of existing paints and coverings, he shall provide adequate pollution controls for
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painting and surface preparation in compliance with the PaDEP Regulations.
C. Protection of Natural Resources:
1. General a. It is intended that the natural resources within the project boundaries and outside the limits of permanent Work performed shall be preserved in their existing condition or be restored to an equivalent of the existing condition, as approved by the Project Manager upon completion of the Work. The Contractor shall confine its on-site construction activities to areas defined by the Contract Drawings and Specifications or as directed by the Project Manager.
2. Protection of Project Site and Existing Roadways:
a. Debris or rubbish of any kind shall not be dumped onto the site or roadways. This shall include paint splatters, cleaning, stripping and surface preparation chemicals and spillage during painting operations. Care shall be taken to prevent damage and injury to personnel, vessels, and vehicles using roadways, or areas accessible to pedestrians. Devices shall be provided and maintained by the Contractor as required to prevent such occurrences. Material or items falling onto roadways shall be promptly removed at the Contractor's expense. All damage to third party property shall be restored by the contractor to the owner’s satisfaction at no cost to SEPTA.
b. The operator shall remove from the site, recycle, or dispose of all building materials and wastes in accordance with the PaDEP solid waste management regulations at 25 pa code 260.1 et seq., 271.1 et seq. The contractor shall not illegally bury, dump, or discharge any building material or wastes at this site.
3. Land Resources:
a. Except in areas indicated to be cleared or excavated, the Contractor shall not remove, cut, deface, injure, or destroy trees, shrubs, or vegetation. No ropes, cables, or guys shall be fastened or attached to any existing nearby trees for anchorage unless specifically permitted by the Project Manager. Where such use is permitted, the Contractor shall be responsible for any resulting damage.
b. The use of pesticides or herbicides is not permitted unless approved in writing by the SEPTA PM.
c. The Contractor shall submit a plan for protecting existing trees and
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vegetation that are to remain and that may be injured, bruised, defaced, or otherwise damaged by construction operations. Rocks that are displaced into uncleared areas shall be removed. Monuments, markers, and works of art shall be protected prior to the start of the operations. A preconstruction survey, including photographs, shall be performed by the Contractor in the presence of the SEPTA PM, and a written report of the survey shall be furnished to SEPTA within five (5) days of its request by the Project Manager.
d. Repair and Restoration: All trees, vegetation and other man made or natural landscape features that are to remain and become scarred or damaged by the Contractor's equipment or operations shall be repaired and restored to their original condition at the Contractor's expense. The Project Manager shall approve the repair and restoration program prior to its initiation and after completion.
4. Water Resources: At all times, measures shall be taken to prevent oil, gasoline and other hazardous substances and pollutants from entering the ground, drainage areas, sewers, streams, and other local bodies of water.
5. Wildlife Resources: The Contractor shall not disturb native habitat adjacent to the project construction area.
D. Erosion and Sediment Controls:
1. Site burning of any kind, including ground vegetation, is not permitted.
2. The Contractor shall conform to all applicable requirements of the PaDEP and the County with respect to erosion and sediment control measures to prevent discharge into storm water discharge systems and active waterways.
E. Toxic Substances:
1. The Contractor shall comply with the Toxic Substance Control Act, P.L. 94- 469 (TSCA).
a. No toxic chemical substance, mixture, equipment, container, sealant, coating, or dust-control agent shall be used except in accordance with all provisions of the TSCA as interpreted by the rules and regulations of 40 CFR 761.
b. Any toxic chemical substance, mixture, equipment, container, sealant, coating, or dust-control agent found stored within the
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project area shall be immediately reported to the Project Manager in writing and work shall be stopped in the area. The Project Manager shall make arrangements for the removal of the toxic materials, will ensure that the area is safe for the Contractor to continue work in the area.
F. Control and Disposal of Chemical and Sanitary Wastes:
1. Trash shall be picked up and placed in containers that shall be emptied on a regular schedule. Handling and disposal shall be so conducted as to prevent contamination of the site and other areas, and shall not be disposed of in wetlands or burned on the right-of-way. On completion, the area shall be left clean and in natural condition.
2. Disposal of rubbish and debris shall be as follows: The Contractor shall transport all waste, including excess excavated material, off the site and dispose of it in a manner that complies with the Federal, Commonwealth of Pennsylvania, and Local requirements. The Contractor shall secure a permit or license prior to transporting any material off the site. Waste materials shall not be burned on the site. The Contractor shall be responsible for the disposal of waste material to a pickup point or disposal area.
4. Chemical waste shall be stored in corrosion-resistant containers, removed from the project site, and disposed of as necessary, as but not less frequently as monthly. Disposal of chemical waste shall be in accordance with standard established practices as approved by the Project Manager. Fueling and lubricating of equipment and motor vehicles on the site shall be conducted in a manner that affords the maximum protection against spills and evaporation. Lubricants to be discarded, including burned oil, shall be disposed of in accordance with approved procedures meeting Federal, Commonwealth of Pennsylvania, and Local regulations. For oil and hazardous material spills that may violate Federal, Commonwealth of Pennsylvania, or Local regulations, the Project Manager shall be notified immediately.
G. Dust Control:
1. Airborne dust shall be minimized at all times, including non-Working hours, weekends, and holidays. Soil at the site, station platforms, haul roads, and other areas disturbed by the Contractor's operations and materials stockpiled for the project shall be treated with dust suppressors or covered to control dust. Dry power brooming shall not be permitted. Vacuuming, wet mopping, wet sweeping, or wet power brooming shall be used instead. Air blowing shall be permitted only for cleaning off non-particle debris, such as that from reinforcing bars. Sandblasting shall not be permitted except
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as otherwise specified elsewhere. Only wet cutting of concrete block, concrete, and asphalt shall be permitted.
2. The Contractor shall comply with all applicable provisions of the National Emission Standards (40 CFR 61).
3. The Contractor shall inspect all vehicles for dirt prior to their leaving the construction site. Dirt, soil, and rubble likely to be dislodged during transit shall be removed from the trucks and other vehicles prior to leaving the site.
4. The Contractor shall ensure that equipment transporting material to and from the site that may become airborne is covered.
5. The Contractor shall not cause or permit fugitive particulate matter to be emitted into the outdoor atmosphere from any source such that emissions are visible beyond the project property line.
G. Noise Control:
1. The Contractor shall research and determine the applicable jurisdiction requirements for noise control in the project area. In the event a project site lies in two or more jurisdictional areas and the requirements conflict, the strictest will govern. City of Philadelphia Air Management regulations govern for any work within Philadelphia. In absence of specific jurisdictional instructions regarding noise control, OSHA 29 CFR §1910 will apply.
H. Asbestos and Lead Containing Materials
1. Prior to the commencement to work, Contractor shall coordinate performance of a survey of the project area for asbestos containing materials and lead-based paint by asbestos and lead inspectors/investigators properly licensed and certified to perform such work in Pennsylvania (and the City of Philadelphia where applicable). Contractor shall submit to the SEPTA Project Manager with a copy of the findings/report (see Section 2.03.C). Given the age of many SEPTA properties it is always possible to encounter suspicious material.
2. The Contractor shall comply with all applicable Federal, Commonwealth, and Local laws including but not limited to the City of Philadelphia Asbestos Control Regulations, 29 CFR 1926.1101, 40 CFR 763 Subpart E, 29 CFR 1910.120, 29 CFR 1910.134 and 29 CFR 1910.1200, 29 CFR 1926.62, 29 CFR 1910.1025, 40 CFR 745, 40 CFR 262.11 and 25 Pa Code 261.
3. All asbestos abatements shall be conducted by licensed abatement
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Workers and Supervisors and air monitoring shall be conducted by third party licensed Building Inspector and/or Asbestos Project Inspector (depending on location as determined by System Safety) and the specification shall be written by a licensed Asbestos Project Designer.
4. All submittals including but not limited to notifications, work plans, and health and safety plans shall be submitted to SEPTA for review prior to the commencement of work. Within thirty [30] days of completion of work, waste disposal records documenting disposal at a SEPTA-approved facility shall also be submitted to SEPTA (see Section 2.03.C).
5. All newly installed materials shall be asbestos and lead free.
END OF SECTION
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SECTION 01065 - RAILROAD SAFETY REQUIREMENTS
PART 1 - GENERAL
1.01 DESCRIPTION
This Section specifies the general requirements and safety regulations governing the Contractor's activities when its Work impacts an active SEPTA Railroad.
1.02 RELATED WORK
Section 01060 Regulatory Requirements and Safety Section 01100 Special Project Procedures Section 01400 Quality Requirements Section 01500 Construction Facilities and Temporary Controls
1.03 QUALITY ASSURANCE
Refer to Section 01060 - 1.04
1.04 SAFETY REQUIREMENTS
A. General:
The information contained in this Section is intended to provide guidance and safety precautions to the Contractor when working on a live SEPTA rail line. The Contractor is advised that SEPTA will operate trains over this location during the performance of Work under the Contract, except as otherwise specified. The Contractor shall comply with all parts of this Section and all parts of SEPTA’s Roadway Worker Protection manual (SRW).
B. Responsibility:
The Work covered by the Contract involves safety of persons and property on a live electrified rail line. Therefore, relevant skill and experience is required of the Contractor to do its Work safely. The Contractor shall be responsible for the safety of its construction operations. The Contractor shall be required to post adequate watchperson and/or protective devices to protect its work crews, equipment and the work site as directed by the Employee-in-Charge of railroad safety. Pertinent safety rules that shall be followed are listed in, but not limited
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to, Paragraphs F, G & H of this subsection. The Contractor shall exercise proper care at all times.
C. Operations:
When work is being performed under active train operations, the safety and continuity of operation of the trains by SEPTA shall be of the first importance. They shall, at all times, be protected and the Contractor shall arrange the work accordingly. Whenever the Work may affect the safety or movement of trains, the method of doing such Work, together with the proposed sequence of operations and time schedules for same, shall be submitted to the Project Manager for prior approval.
1. No work shall be started or prosecuted until such approval has been obtained. However, such approval of the Project Manager, or duly authorized representative shall not be considered as a release of Contractor from responsibility for any damage to SEPTA by the acts of the Contractor, its employees, and/or its subcontractor's employees.
2. In the event of an unplanned discontinuation of train service due to the Contractor's operations, the Contractor is not only liable for any injury or damage that might occur, but also for the full cost of any detour of train traffic, shuttle bus service and any associated costs.
D. SEPTA Personnel:
1. Employee-in-Charge: SEPTA will designate an employee to be responsible for providing a safe operation and On-Track protection. The Employee-in- Charge (EIC) may be a senior foreman, track supervisors, Flagperson and/or any other qualified individual. The Project Manager will coordinate the activities of the EIC with the Contractor’s Safety Officer and/or the Contractor’s designated On-Track Protection Assurance Representative.
a. The EIC will determine the method of providing protection to be used according to the SEPTA operating rules.
b. The EIC will conduct a job briefing as prescribed by the operating rules before any track is fouled. The job briefing is not complete until all Contractor’s employees acknowledge an understanding of the On-Track protection procedures being used.
c. The EIC will not release the working limits until all affected Contractor’s workers have been notified and are either clear or are protected by train approach warning.
2. Flag person: SEPTA Flag persons are responsible for the safety and
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Continuity of operations. The SEPTA Flag persons shall have authority to direct the stoppage of trains. Any sharing of protective duties between SEPTA and the Contractor within the Work site can be considered coincidental.
3. Electric Traction Protection Personnel: SEPTA's electric traction Class A employees are responsible for the coordination and de-energization of catenary and power circuits. Wires and attachments of wires shall be treated as live (energized), unless noted by SEPTA that the wires have been de-energized and grounded. If the Contractor wishes to de-energize the system, the Contractor must request SEPTA Class A employee's
4. Pilots: If the Contractor wishes to occupy live or operating tracks with On- Track equipment, the Contractor shall request a SEPTA pilot who will obtain exclusive track occupancy on the live track.
5. Project Manager: The Project Manager, or a duly authorized representative, has complete authority in matters related to the safety of SEPTA's Operations and Facilities. The Project Manager, or a duly authorized representative, is also responsible to support the Contractor’s planning and coordination of their safety effort related to SEPTA’s Operations and Facilities.
6. The Contractor is responsible for submitting an outage or fouling request in a timely fashion in order to avoid delays to the Work. SEPTA requires as a minimum two (2) week notice to assign personnel once a fouling or outage request is approved.
E. Contractors Personnel:
1. Protection Assurance Representative: The Contractor’s Protection Assurance Representative (representative) may be the Superintendent, Safety Officer or responsible foreperson. The representative shall be present at all times when the Contractor’s employees are working within the SEPTA operating envelope. The representative must ensure that the requisite On-Track protection job briefings are held and all employees engaged in work requiring On-Track protection attend. In general the representative shall be responsible for day to day oversight of the Contractor’s gang watchperson and employees so that they are working safely according to all parts of this Section and to coordinate construction activities with the EIC.
2. Gang Watchperson: The role of the Contractor's gang watchperson is solely for the purpose of safety for the Contractor's employees when external influences, i.e., rail traffic or highway traffic, may expose the workers to a safety hazard. One or more gang watchperson shall be on site with each work crew at all times. If it becomes necessary for a watchperson to leave
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the site, work shall be suspended until he/she returns or is replaced by another qualified gang watchperson.
F. Right of Way Restrictions:
1. Fouling: An operating track is fouled for operating safety purposes when any individual and/or object is closer than four (4) feet from the near rail of the track. Equipment shall be considered as fouling the tracks when working in such a position that any movement whether intentional or unintentional or failure of the equipment, with or without load, will foul the track. The Contractor is advised that the use of equipment which has the potential to foul live or operating tracks shall be restricted to weekday non- peak hours – and/or weekends.
2. The Contractor is hereby advised that certain types of equipment shall not be permitted to work under live wires. No extras shall be allowed because of equipment restrictions. Refer to Paragraph H.
3. The Contractor shall insure that the Contractor's equipment will not foul any track until proper protection has been afforded. While trains or cars are passing on an adjacent track, any work that has the potential to foul shall be stopped.
4. The Project Manager shall have the right to restrict the operations of fouling or On-Track equipment when, in the Project Manager's opinion, the equipment is not in satisfactory condition to be safely operated or where operation will adversely affect the track structure. The Project Manager shall also have the right to prohibit the operation of any fouling or On-Track equipment by any Contractor-employed operator who is, in the Project Manager's opinion, not qualified or able to operate said equipment in a safe manner.
5. When any excavation extends below the bottom of the crossties, or where the stability of the railroad embankment and/or structure may be affected by excavation, such excavation shall be adequately braced by the Contractor. Prior to starting any such excavation, detailed drawings of the proposed bracing method shall be prepared and submitted to the Project Manager for his approval. When deemed appropriate by SEPTA's Project Manager, the shop drawings shall be accompanied by structural calculations sealed by a Professional Engineer licensed in the Commonwealth of Pennsylvania.
G. General Safety Rules:
The following safety rules are considered especially applicable to all of the Contractor's employees with regard to conduct while on SEPTA property. The Contractor's foreperson or gang watchperson will be responsible to insure the safety of all the contractor's personnel. The Contractor shall furnish and equip its foreperson and/or gang watchperson with the equipment as specified in the
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SRW to warn the contractor's personnel of the approach of trains.
1. All Contractor Employees prior to working in any capacity that has the potential to foul, and/or working within ten (10) feet of railroad tracks shall attend a SEPTA safety seminar on safety rules and operating procedures (SRW Course). The Contractor’s employees must demonstrate an understanding of and proficiency in the SRW manual. Contractor’s employees who are added during the course of the project shall also be required to attend this seminar and demonstrate an understanding of and proficiency in the SRW manual before being able to work. The attendance certification (current date) from this seminar shall be logged into the SEPTA Database. Re-certification is required on an annual basis.
2. Contractor-employed supervisors, foreperson, and gang watchpersons shall be responsible for the safety, safety instructions and safe performance of all employees under their immediate supervision. They must see that all employees working under their supervision receive warnings of approaching trains and other equipment in time to reach a safe place as per the SRW. Inexperienced employees must be instructed by immediate supervisors of the safe methods of performing their duties.
3. All contractor employees working on or near an active track must attend an On-Track protection job briefing. This briefing shall be held, prior to performing any work that has the potential to foul track, or at a minimum, would require the individual to be within 10 feet of any active track or any time job conditions change such that On-Track protection procedures differ from those covered in the initial job briefing. An active track is any track that has the potential for train or On-Track equipment operations.
a The EIC will conduct the job briefing to explain the On-Track safety procedures being utilized.
b The Contractor’s Protection Assurance Representative responsible for the overall supervision of contractor employees shall ensure that the requisite job briefings are held, that all employees attend , and sign the job briefing form. At a minimum, the job briefings must cover the following information, if applicable:
1) The identification of the EIC.
2) A review of operational and safety conditions.
3) The means by which On-Track safety is to be provided.
4) The positioning of any individuals responsible for providing warning to roadway workers.
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5) The type of signals that will be used to convey the warning of an approaching train.
6) The location where roadway workers will be required to go to clear for trains.
7) The identification of the SEPTA employee responsible for communicating with trains.
8) The type of signals that will be used to signal it is safe to resume work.
c. SEPTA will maintain a written record of all individuals who attend the job briefing.
4. No Contractor shall perform any work that has the potential to foul an active track, or at a minimum, would come within 10 feet of an active track, without the approval and/or presence of a qualified and authorized SEPTA representative.
5. The Contractor shall require employees to carry hand held lights when working from dusk to dawn, in tunnels or when visibility is restricted.
6. The Contractor's employees shall consider all tracks as operating tracks and be on the alert for trains operating in either direction at all times, and walk facing the direction from which trains in regular operations will approach. In the event that track area visibility remains poor after institution of remedial measures (as described in 5 above), work in the track area may be restricted.
7. The Contractor's employees shall STOP before crossing any tracks and look for trains approaching in either direction. The Contractor shall instruct employees not to cross tracks unless there is time to walk slowly, not to take chances, and not to step on the head of the rail.
8. The Contractor's employees shall insure that clothing cannot catch onto any part of a moving car.
9. The Contractor's employees shall not step on track behind stopped rail cars, particularly those arriving at stations, due to the possibility of rail cars being moved in reverse directions.
10. The Contractor's employees shall not attempt to carry heavy materials across tracks without permission of proper authorities.
11. The Contractor's employees shall keep hands and feet clear of power switches, switches, switch equipment and frogs.
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H. Catenary & Overhead Electrical Lines :
1. When handling work near overhead wires, the Contractor's employees shall observe the following:
a All overhead wires, including catenary, transmission, and signal lines in electrified zones, shall be considered energized at all times.
b Insulating covering of wire shall not be depended upon for protection against shock.
c No employee of the Contractor shall do any work near electrical wires or apparatus where it is possible for any part of the employee's body or tools and material with which the employee is working to come within ten (10) feet of such wires, unless a SEPTA Overhead Maintenance employee is assigned to observe the safety of the operation. Use of metal ladders is forbidden.
d When equipment is used in electrified territory or in the vicinity of Verizon Telephone, PECO, as well as SEPTA overhead wires, the Contractor must exercise special care to safeguard all persons in the area. Special attention must be given in the vicinity of overhead bridges and other structures where the wires may be depressed. If, in the opinion of the Project Manager, the required clearances cannot be maintained or any hazards are involved, a SEPTA Overhead Maintenance employee (Class A Employee) must be requested. All required protection personnel shall be SEPTA employees.
2. If a safety situation arises requiring an immediate power shutdown, notify the SEPTA Railroad Operation (RROC) - Superintendent at 215-580-8668, and the SEPTA Project Manager.
3. In a case of electrical contact, personal judgement and initiative has to be used, bearing in mind that the rescuer's safety should not be imperiled. Contact with a live overhead wire may prove fatal in a matter of seconds. The most important thing is to stop the flow of electricity through the victim's body and then apply mouth-to-mouth resuscitation (or CPR when necessary and if qualified to do so) until he or she recovers consciousness or trained help arrives. Once a victim is freed from the overhead wire, do not move him or her unless they can do so under their own power. Except for qualified rescuers, moving an injured person may result in further injury.
1.05 COMPLIANCE WITH ROADWAY WORKER PROTECTION MANUAL (SRW)
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In addition to the above, the Contractor must follow all requirements of the Roadway Worker Protection Manual (SRW). If there is doubt as to the meaning of any procedures specified, the EIC shall be consulted prior to the commencement of work, which requires fouling of any track.
END OF SECTION
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SECTION 01068 - MAINTENANCE FACILITIES SAFETY REQUIREMENTS
PART 1 - GENERAL
1.01 DESCRIPTION
This Section specifies the regulatory and safety requirements governing the Contractor's activities. The Contractor shall take every precaution necessary to assure the safe access and egress of all SEPTA patrons, vehicles and employees, the safe and continuous operation and maintenance of trains , as well as the safety and general welfare of the public at large.
1.02 RELATED WORK:
A. Section 01010: Summary of Work Section 01060: Regulatory Requirements and Safety Section 01065: Rail Division Safety Requirements Section 01100: Special Project Procedures Section 01400: Quality Requirements Section 01500: Construction Facilities and Temporary Controls
1.03 QUALITY ASSURANCE
Refer to Section 01060 - 1.04.
1.04 SAFETY REQUIREMENTS
A. Contractor employed supervisors forepersons and gang watchpersons shall be responsible for the safety, safety instructions and safe performance of all employees under their immediate supervision. Inexperienced employees must be instructed by immediate supervisors of safety methods in performing their duties. The Contractor shall arrange to have appropriate employees attend SEPTA safety training classes, as required by referenced Specification Section 01065.
B. No work shall be started or prosecuted until approval has been obtained. However, such approval of the SEPTA Project Manager or his duly authorized representative will not be considered as a release from responsibility for any damage to the Authority by the acts of the Contractor, its employees, and/or its subcontractor's employees.
C. The responsibility for cooperation in the maintenance of SEPTA traffic will be entirely upon the Contractor and no claims may be made against SEPTA
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for delay or any other interference that may have caused the Contractor's operations to be delayed in connection with any work under this contract.
1. While concrete breaking or cutting is done, suitable barriers must be erected to protect passengers, passers-by, SEPTA employees and others from flying debris, dust and rubble. When masonry saw cutting is done, a water washdown must be run simultaneously.
2. Before crossing traffic lanes or vehicle storage areas, STOP and look for vehicles approaching in either direction. Do not cross traffic lanes, tracks or vehicle storage areas with oncoming vehicle movement.
3. During a period of material delivery by the contractors onto SEPTA property, Contractor shall provide a traffic flag person, which will be utilized to control movement of vehicles and other equipment. A Contract flag person must also be present during periods of construction, which may adversely affect passenger and employee safety as well as transit vehicles.
D. Safety rules for construction near overhead, catenary and third rail operations:
1. Prior to commencing any work, the Contractor shall insure strict compliance with Safety Sections 01060 AND 01065 of this Specification, and during prosecution of work, will likewise be in strict conformance with all SEPTA Safety Regulations.
2. The safety and continuity of SEPTA's operations shall be of the first importance. They shall, at all times, be protected and the Contractor shall arrange his work accordingly. Whenever the work may affect the safety of movement of vehicles, the method of doing such work, together with the proposed sequence of operations and time schedules for same, shall be submitted to the Project Manager for approval. No work shall be started or prosecuted until such approval has been obtained. However, such approval of the Project Manager or his duly authorized representative will not be considered as a release from responsibility for any damage to SEPTA by the acts of the Contractors, his employees, and/or his subcontractor’s employees. Erection work in the vicinity of any track, catenary, and/or overhead wire shall require a plan for the Project Manager approval. Refer to Section 01060 – 1.09E.
3. Track Safety
a. Before crossing any tracks, STOP, and look for vehicles approaching in either direction. Do not cross tracks unless you have time to walk slowly, and do not take chances.
b. When standing beside tracks, be sure that clothing cannot catch
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on any part of a moving vehicle. Loose clothing is dangerous.
4. Do not step behind stopped vehicles, due to possibility of vehicles being reversed. All workers shall receive warnings of approaching vehicles and other equipment in time to reach a safe place.
5. Work Near Overhead Wires, Catenary and Third Rail:
All overhead wires, including catenary, transmission and signal, and all third rail in yards and shops, are to be considered live at all times. Metal Ladders shall not be used.
6. Contractor employed supervisors foreperson and gang watchpersons shall be responsible for the safety, safety instructions and safe performance of all employees under their immediate supervisors. They must see that all men working under their supervision receive warnings of approaching vehicles and other equipment in time to reach a safe place. Inexperienced employees must be instructed by immediate supervisors on safe methods in performing their duties.
E. BARRICADES AND OTHER PROTECTION:
1. When it is necessary to maintain public use of work areas involving sidewalks, entrances to building and vehicular roadways, the Contractor shall protect the public with appropriate guardrail barricades, temporary fences , and/or other devices approved by SEPTA. Such protection shall guard against flying materials, falling or moving material, equipment, hot or poisonous materials, flammable or toxic liquids, gases, open flames, energized electrical circuits or other harmful exposures.
2. All open excavations must be properly barricaded and shall be lighted at the end of each workday and shall be illuminated from sunset to sunrise.
3. Remove and dispose of all project temporary facilities and controls used in conjunction with the work. All costs for such removal and disposal shall be borne by the Contractor who furnished the temporary facility or control.
4. Contractors working within drive-through bays must erect lighted caution barriers a minimum of 100 feet in front of the scaffolding on which their crews are working.
END OF SECTION
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SECTION 01100 - SPECIAL PROJECT PROCEDURES
PART 1 GENERAL
1.01 DESCRIPTION
A. This section outlines the procedural requirements so the contractor may plan, and be granted concurrence, for track outages, single tracking, service disruptions and/or diversions specified under this contract.
C. The Contractor requesting approval to procure and operate track cars and/or high rail vehicles shall conform to the procedures detailed below.
1.02 RELATED WORK
A. Section 01010: Summary of Work
B. Section 01060: Regulatory Requirements and Safety.
C. Section 01068: Maintenance Facilities Safety Requirements .
1.03 SUBMITTALS
A. Requests for service outages, shutdowns, diversions ... etc. and Site Specific Work Plans (SSWP) shall be submitted to the Project Manager (PM) by the Contractor for concurrence 14 calendar days prior to any of the above referenced operation. The PM will respond within seven (7) calendar days of receipt of the submittal.
Once reviewed by SEPTA, any changes to the SSWP will be subject to a subsequent review by SEPTA. These submittals must be annotated and reissued weekly to reflect changes to the scope or schedule created during the 7 calendar day period between the original issue and the date of operation. Not later than 7 calendar days before a planned, a new revision of the submittal incorporating all changes and reflecting the final work plan, must be submitted to the PM.
B. Should the Contractor desire to cancel an approved, the written cancellation request shall be received by the PM a minimum of 7 calendar days prior to the date so that affected SEPTA operations can be rescheduled. Late cancellation requests shall result in the outage costs being assessed against the Contractor.
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1.04 REQUEST FOR TRACK USAGE (Outages, shutdown, rail diversions and single tracking)
A. The Request for Service (as defined above) shall be a time-scaled logic network. This network is to fully detail the extent of work proposed and the Contractor's plan and means for accomplishing same in the inclusive 7 calendar day period. Specific separate operations and planned service disruptions should be highlighted in these submittals.
1. The SSWP shall provide a description of work; time scaled hourly logic network, breakdown of labor force, materials and the type of equipment that will be utilized. The SSWP shall include Contractor's watchperson, required SEPTA flagging and support, construction methods, arrangements for emergency clearing and restoration of service, and sketches for defining the configuration of rail service and other operational elements at the end of the Contractor's outage.
2. All work by SEPTA Force Account Track, Signals, etc. or other contracts that are defined in Section 01010 and subsequent reviews that has the potential of delaying either the work by this Contractor, or the restoration of service, must be identified clearly in terms of scope and schedule for coordination with others.
B. SEPTA will not grant useage until the Contractor's SSWP has been reviewed by the Engineer and approved by SEPTA in writing.
The Contractor shall not perform any of the work requiring track usage until written approval has been received from SEPTA.
1.05 TRACK CAR/HIGH RAIL VEHICLE (TC/HRV)
A. The contractor shall formally request by submittal, all track or hi-rail equipment proposed to be utilized for the work of this contract. The submittal shall be directed to the Project Manager for review and approval. This submittal shall include the equipment’s physical characteristics which include, but are not limited to the following:
1. Manufacturer’s Catalog cuts by showing all dimensions. 2. Any subsequent modifications noted and dimensioned. 3. Vehicle Identification Number, or serial number. 4. Must have a current Pennsylvania vehicle safety inspection sticker, if rubber tired.
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5. If subway operation is planned, it must be diesel powered and equipped with either a catalytic converter or exhaust scrubber meeting U.S. Bureau of Mines Schedule 24 emissions. 6. The PM will provide a clearance diagram and attach to their section if available. The contractor shall also provide the following on-board equipment.
• All powered vehicles will be equipped with a steering wheel lock. • Hydraulic outriggers will be equipped with locking pins. • Guards will be installed at all wheel pinch points. • All powered vehicles will have an ABC type fire extinguisher. • A tow bar and coupler adapter for rescue. • A clearance placard in the cab using the correct print. • Boom tie-down if applicable. • Wheel chocks to secure on rail if left unattended. • Railroad lighting package to provide marker lights for the end of consist. • Horn
7. Each vehicle shall have a unit number clearly marked on its exterior.
8. If operation of multiple consists is planned, each configuration shall be submitted for review as “Arrangement A, B, C, etc.”. The traction and braking effort in comparison to the prime mover shall be calculated and provided.
9. A recovery plan shall also be provided for review detailing how the contractor proposes to re-rail or recover disabled on-track equipment once it is operating on the rail.
B. Testing
SEPTA will inspect the equipment and grant approval if it meets safety standards or refuse operation of the equipment if it is not in safe condition, before any equipment may be placed on the rail. Any repairs or modifications found to be required will be done at no cost to SEPTA and a yard retest will be held. SEPTA will yard test equipment to determine actual performance in curves and crossover before granting permission for use. If the equipment is utilized to deliver materials the loading shall also be reviewed for clearance. All requested consists will be tested at this time.
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1. If any modifications are made after the initial yard test, the Contractor will notify the Project Manager in writing with details and receive approval before using it again on track.
2. If the approved vehicle or track car is taken off the project for another job and then returned, the contractor must certify in writing that it is still in its original condition. If there is any question, a yard test and inspection will be scheduled at no additional cost to SEPTA.
C. Operation
1. A qualified SEPTA employee will assist the Contractor to place the equipment on the track. The SEPTA pilot must be on board when such equipment enters a siding or a point of access to the main rail. The SEPTA pilot as a minimum will ride the vehicle to and from the work zone.
2. The Contractor shall operate this equipment within the work zone specified in the Bulletin Order issued for that work. In addition, the following rules apply to the Contractor’s personnel when placing equipment on the rail after receiving authorization from a qualified SEPTA Employee.
a) The TC/HRV driver shall perform a visual inspection to see that the track car and its consist is in a safe operating condition before being operated. Track Cars shall not be operated if found in an unsafe condition.
b) The TC/HRV shall display a white light to the front and red light to the rear when visibility is restricted and at night. High Rail Vehicles shall have headlights on high beam when moving.
c) The TC/HRV shall not trail through spring switches or semi- automatic switches unless switches are properly lined.
d) The maximum speed for the movement of any TC/HRV is governed by the appropriate Operating Rule Book.
e) The TC/HRV shall be operated at a speed, which will permit them to stop short of any obstruction, improperly lined switch or broken rail.
3. The Contractor shall include training of track car/HRV drivers in the appropriate part of their safety plan, and develop and maintain an updated log of these personnel.
4. The Recovery plan will be kept in each powered vehicle and updated
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as changes are made.
D. All equipment shall comply with the appropriate requirements of 49 CFR part 214; Final Rule, Roadway Maintenance Machine Safety.
END OF SECTION
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SECTION 01200 - PROJECT PROGRESS MEETINGS
PART 1 - GENERAL
1.01 DESCRIPTION
A. Work included: To enable the orderly review of the progress of the Work, and to provide for systematic discussion of problems, the SEPTA Project Manager, or a designee, will conduct project meetings throughout the construction period. B. The progress meetings are in addition to the coordination, pre-construction and scheduling meetings noted elsewhere in the Contract Documents.
1.02 RELATED WORK:
A. Agreement and Division 1.
B. The Contractor's relations with its subcontractors, and discussions relative thereto, are the Contractor's responsibility and are not to be agenda items in the project progress meetings.
C. The discussions and minutes of meeting shall exclude any claims related issues not directly impacting the progress of the Work, and other items for which SEPTA has provided clarifications/directives/ change order(s) or otherwise closed, but remain disputed by the Contractor.
1.03 SUBMITTALS
A. Agenda items 1. To the maximum extent practicable, the Contractor shall advise the Project Manager at least 48 hours in advance of project meetings regarding items to be discussed during the meeting. 2. Technical questions or issues requiring a response from the designer of record must be submitted in writing at least three business days before the meeting.
B. Minutes:
1. The Project Manager will compile minutes of each project meeting, and will furnish one copy to the Contractor(s).
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2. The Contractor may copy and distribute other copies as required.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
3.01 MEETING SCHEDULE
A. Project meetings will be held every two weeks from NTP until contractor is off site and closed out.
B. The Project Manager will coordinate with the contractor(s) to establish a mutually acceptable meeting schedule.
3.02 MEETING LOCATION
The Project Manager will determine meeting location. To the maximum extent practicable, meetings will be held at the job site.
3.03 PROJECT MEETINGS
A. Attendance:
1. Contractor's Superintendent shall attend and participate in each project meeting and shall represent the Contractor consistent with Contract and commit the Contractor to solutions agreed upon during the project meetings. 2. Subcontractors, and others may be invited to attend those project meetings in which their aspect of the Work is involved. 3. The SEPTA PM will request the attendance of the appropriate members of the design team to participate in technical discussions.
B. Minimum agenda for each meeting: 1. Review and revise, the minutes of previous meetings. 2. Safety including the presence of hazardous materials and other environmental issues. 3. Quality Control Issues including outstanding non-conformance reports/issues.
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4. Review progress of the Work since last meeting, including status of submittals for approval. 5. Status of coordination and installation meetings with other prime and sub-contractors engaged in the work of the project. 6. Identify problems, which impede planned progress. 7. Develop corrective measures and procedures to regain planned schedule, if applicable. 8. The status of Requests for Information (RFI) and all Potential Change Orders (PCO) shall be discussed and updated. The Contractor’s PCO listing shall conform to SEPTA’s listing. 9. Contractor shall provide and discuss "30 day look ahead" activity schedule if the work is not progressing per the early start/finish activity dates as noted in the latest update of the approved schedule. 10. Discuss and review As-Built Drawings/Specification Status. 11. Complete other current business.
C. Revisions to minutes:
1. Unless published minutes are challenged in writing, within five (5) working days of the distribution date they will be accepted as properly stating the activities and decisions made at the meeting.
2. Any individual challenging published minutes shall provide proper supporting documentation acceptable to the Project Manager to verify that the challenged item was truly discussed during the subject meeting.
3. Challenge to minutes shall be settled as priority portion of "old business" at the next regularly scheduled meeting. SEPTA's Project Manager decision’s concerning challenged item(s) shall be binding on the Contractor.
END OF SECTION
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SECTION 01300 - SUBMITTALS
PART 1 - GENERAL
1.01 DESCRIPTION
A. This section covers all submittals, including shop drawing submittals, samples, manufacturer’s cut sheets and “or equal” submittals. It complements the requirements of Paragraph VIII.N. of the Agreement.
B. Some products and procedures only require a submittal for information, and may not require a response from SEPTA.
1. Products which match exactly something specified by manufacturer’s name and catalog model number.
2. Other items at the SEPTA Project Manager’s discretion including but not limited to any of the following:
Products list Test Section Manufacturer's installation instructions Manufacturers' certificates Shop Drawing Manufacturer’s Samples Certifications Testing Warranties Equipment
C. SEPTA reserves the right to not formally respond to any submittal which is not required.
D. The Contractor may require subcontractors to provide drawings, installation diagrams, and similar information to help coordinate the Work, but such data shall not be reviewed by SEPTA unless it is required by other pertinent sections of the Specifications.
E. The contractor is required to submit all information in an electronic format as approved by the SEPTA PM.
F. In addition to any other documentation responsibility, the Contractor shall provide copies of all approved and/or incorporated submittals in an electronic format as defined by the SEPTA PM to fulfill Contract closeout requirements
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1.02 RELATED WORK:
A. Section 01010 - Summary of Work B. Section 01400 - Quality Requirements C. Section 01700 - Contract Closeout
1.03 SUBMITTAL PREPARATION
A. The Contractor, within two weeks of the receipt of the designer of record’s computerized listing of Contractor(s) submittals, shall review, revise and/or amend, if applicable, and resubmit the revised listing of submittals.
B. The contractor will assess material availability and all long lead items shall be identified.
C. After checking and verifying all field measurements and, after complying with the applicable procedures of the Contract, the Contractor shall submit shop drawings, catalog cuts, samples and substitution(s) for review and action.
D. The Contractor shall be responsible for coordination between the Contractor/Fabricator/Detailer and SEPTA for each complex submittal requiring detailed coordination, including all structural items. This coordination may be executed in a meeting called at the request of the contractor or SEPTA. The purpose of the meeting(s) shall be to establish guidelines for details and information necessary to prepare the shop drawings.
E. All submittals will be sent directly to the SEPTA PM unless the PM specifically directs the contractor to do otherwise.
1.04 SUBMITTAL REVIEW
A. The results of review of submittals will be designated as follows:
NO EXCEPTIONS TAKEN
PROCEED AS NOTED;
PROCEED AS NOTED; REVISE AND RESUBMIT
DO NOT PROCEED; REVISE AND RESUBMIT
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REJECTED
NOT APPLICABLE
B. Submittals not in compliance with the Contract will be returned to the Contractor for revision. Any losses of time and additional costs associated with resubmittal(s) are the Contractor's responsibility.
C. Each submission and re-submission shall give specific written notice on the transmittal of each variation that the shop drawings or samples may have from the requirements of the Contract Documents and, in addition, shall cause a specific notation to be made on each shop drawing submitted for review and approval of each such variation.
D. Each resubmission(s) shall clearly identify and make specific notation(s) on each shop drawing concerning the:
1. Changes that are made as a result of comments on the previous submittal(s).
2. Changes that are not made, but commented on the previous submittal(s). The Contractor shall provide detailed explanations and justifications as to why the comments are not addressed.
3. Changes that are solely made by the Contractor, but were not commented on the previous submittal(s). The Contractor shall provide a detailed explanation and justification for such changes.
E. Submittals that are "Proceed as Noted" are for the purpose of expediting procurement/fabrication/Installation of the intended work. If re-submittal is required, the Contractor shall incorporate all corrections and resubmit original drawings and required copies of drawings to SEPTA, within 30 days. If re-submittal is not required, then it is understood that the Contractor will proceed in accordance with the comments.
For “Proceed as Noted; Revise & Resubmit” items, payment for completed work that is related to these items will not be made until the corrected and final resubmittal is accepted in writing by SEPTA.
1.05 QUALITY ASSURANCE
A. SEPTA reserves the right to require mock ups of any material and/or assembly, at any time during the construction process. Once approved, the mock-up will set a minimum standard of performance and/or
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appearance for the work. Mock-ups will be provided at no cost to SEPTA. The approved mock-up may, at the discretion of the SEPTA project manager become part of the work.
B. Electronic Submittals
1. SEPTA uses software to track submittals. The Contractor’s forms, e.g. transmittal etc., will be submitted in a form compatible with this software.
2. For its records, SEPTA requires that all approved submittals be converted to electronic format (at no additional cost to SEPTA) for SEPTA’s document retention purposes.
C. Coordination of Submittals:
1. Prior to making each submittal, the Contractor shall carefully review and coordinate all aspects of each item being submitted. Shop drawings of systems containing closely related items and components must be submitted, as a single submission showing the interrelationship of the components required for that system.
2. The Contractor shall verify prior to submission that each shop drawing is well prepared and that the submittal conforms in all respects with the specified requirements. The drawings shall provide complete information regarding proper fabrication and installation.
3. The Contractor shall sign each submittal or shop drawing original and copies and affix a stamp with specific written indication that the Contractor has reviewed the submittal and is satisfied that it conforms to the requirements of the contract documents. For submittals which are substitutions see 1.05 below.
4. Shop drawings shall be tailored to the specific project need including coordination of various trades and should include material descriptions, quantities, dimensions, design criteria and similar data to enable review information as required. The shop drawings must show clear and complete information for the fabrication and installation of materials.
5. Where feasible, orient the plan(s) on the shop drawing(s) in the same manner as the plans on the Contract Drawings.
6. Shop drawings with reproduction(s) of the Contract Drawings will not be accepted.
7. Structural fabrication and erection drawings shall be prepared, checked, signed and sealed, by a Professional Engineer licensed in the
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Commonwealth of Pennsylvania with proven qualifications and similar experience.
Unless the Contract Documents indicate specific steel connections, the Contractor shall design steel connections, stamped and sealed by an engineer licensed in the State of Pennsylvania, and provide sufficient details for the SEPTA’s review and approval.
D. Responsibility: The Contractor is solely responsible and accountable for:
1. Means, methods, techniques, sequences and procedures of construction including fabrication, assembly, installation/erection, safety precautions and programs incidental to any submittal.
2. Accuracy of all submittals and shop drawings and final installation.
3. Arranging submittals and shop drawing standards review meetings with SEPTA.
4. Converting all approved submittals to an agreed on electronic format (PDF unless otherwise noted) and providing these files to SEPTA at no cost to SEPTA.
1.06 SUBSTITUTIONS
A. "Or Equals" Substitutions:
1. Restricted Items (sole sourced items) - Where the contract documents specifically require the use of certain equipment and/or materials they will indicate that substitutions will not be allowed.
2. Equals Considered – Unless otherwise noted, whenever a material or article required is specified or shown on the plans by using the name of the proprietary product or of a particular manufacturer or vendor, any material or article with matching characteristics, will be considered equal and satisfactory provided the material or article has equal properties and function in the opinion of SEPTA's Project Manager. It shall not be purchased or installed without SEPTA's Project Manager's written approval.
The Contractor shall document each request with complete data substantiating compliance of the proposed Substitution with the Contract Documents. "Or Equal" requests will be considered only when substantiated by the Contractor's submittal of data documenting the "or equal" nature of material or article within thirty-
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five (35) calendar days after the date of receipt of Notice to Proceed. A request constitutes a representation that the Contractor:
a. Has investigated the proposed product and determined that it meets or exceeds the quality level of the specified product.
b. Shall provide the same warranty for the substitution as for the specified product.
c. Shall coordinate installation and make changes to other work, which may be required for the Work to be complete with no additional cost to SEPTA.
d. Shall waive claims for additional costs or time extension, which may subsequently become apparent.
e. Shall reimburse SEPTA (if applicable) for review or redesign services associated with review and approval by SEPTA, if the substitution is rejected as not being equivalent.
B. OTHER SUBSTITUTIONS
1. For any reason, including a lack of availability of the original material, the contractor may ask permission to substitute a material or assembly which is not fully equal to the one specified. This will be processed as a change order (a no cost change order only if there is no cost difference compared to the original specified material). All substitutions will be evaluated following Value Engineering principles. The results of SEPTA’s evaluation will be final, and SEPTA is has the right to make a final determination over which items are judged to be acceptable.
The Contractor shall document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. A request constitutes a representation that the Contractor:
a. Has investigated the proposed product and determined that it meets or exceeds the quality level of the specified product.
b. Shall provide the same warranty for the substitution as for the specified product.
c. Shall coordinate installation and make changes to other work, which may be required for the Work to be complete with no additional cost to SEPTA.
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d. Shall waive claims for additional costs or time extension, which may subsequently become apparent.
2. The Contractor shall provide substitutions in a timely manner and in accordance with the construction contract, so as to not have a negative impact on the construction schedule.
PART 2 - PRODUCTS
2.01 SHOP (FABRICATION/INSTALLATION) DRAWINGS
A. Shop drawings shall be based on field dimensions and other information gathered by the contractor and his agents. When SEPTA or the designer of record takes no exceptions to the drawings or directs the contractor to proceed as noted, it is only claiming that there are no apparent deviations from the design intent of the contract documents.
B. Final fit and placement may be affected by fabrication and field installation tolerances as well as other factors beyond the knowledge of SEPTA and the designer of record. Installation and final fit remains the sole responsibility of the contractor. Language placing this responsibility on SEPTA or the designer of record is strictly prohibited.
C. Scale and measurements: Shop drawings shall be made accurately to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the Work. SEPTA reserves the right to demand additional detail and information to facilitate the submittal process.
D. Required Copies:
1. Shop drawings shall be submitted in the form of three (3) copies of each sheet in a media acceptable to the SEPTA Project Manager.
E. Review comments will be shown on one set which will be returned to the Contractor. The Contractor may make and distribute such copies as are required for its purposes.
2.02 MANUFACTURERS' LITERATURE (INCLUDING CATALOG CUTS)
A. The Contractor shall submit the original printed literature and product data sheets available from the manufacturer(s) and three (3) copies. SEPTA will keep the original copy of all items submitted
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B. Where submitted literature from manufacturers includes data not pertinent to the submittal, the Contractor shall clearly show which portions of the contents are being submitted for review.
C. The Contractor shall submit the copy which is to be returned, plus three (3) copies for SEPTA's use and distribution.
2.03 SAMPLES
A. The Contractor shall provide sample(s) identical to the precise article proposed to be provided. Identify as described under "Identification of submittals" below.
B. Number of samples required:
1. Unless otherwise specified, the Contractor shall submit two samples, one of which will be retained by SEPTA.
2. By prearrangement in specific cases, a single sample may be submitted for review and, when approved, be installed in the Work at a location agreed upon by SEPTA.
2.04 COLORS AND PATTERNS A. Unless waived in the specific section of the Contract Documents, whenever a choice of color or pattern is available in the specified products, the Contractor shall submit accurate color and pattern charts for selection. B. SEPTA reserves the right to require samples and/or a mockup of any material, to determine actual appearance. C. Unless waived elsewhere, two copies of each sign face in accurately color matched proofs of all permanent signage, at a scale specified by the SEPTA PM, will be submitted.
PART 3 - EXECUTION
3.01 IDENTIFICATION OF SUBMITTALS
A. The Contractor shall assign a date and unique number to each submittal and an indication that the contractor has reviewed the submittal for conformance to the contract documents. This information shall appear on each submittal original and copy.
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1. Each submittal subject to approval must receive a separate number not shared by any other component, information or process. Only one approval/rejection will be given per submittal number. 2. Each submittal number must include the specification section that the submittal most applies to followed by a hyphen and a sequential number (the first submittal for Section 05500 would be 05500-1 and so on) 3. When a resubmittal is made for any reason, the Contractor shall transmit under a new letter of transmittal with a new submittal number in the form of the original number plus the letters a,b,c and so on for each subsequent resubmittal (05500-1a using the above example) and a new date for that resubmittal.
B. The Contractor shall maintain an accurate submittal log for the duration of the Work, showing current status of all submittals at all times. The Contractor shall make the submittal log available for review by SEPTA upon request.
3.02 GROUPING OF SUBMITTALS
A. Unless otherwise specified, the Contractor shall make submittals in groups (with separate numbers) containing all associated items to assure that information is available for checking of each item when it is received. B. Each grouping shall be accompanied by a dated transmittal letter which lists each transmittal by number and the number of copies submitted.
C. Partial, confusing and poorly prepared submittals will be rejected as not complying with the requirements of the Contract. The Contractor will be liable for delays so occasioned.
3.03 TIMING OF SUBMITTALS
A. The Contractor shall make submittals consistent with early start dates shown on the approved baseline schedule, but sufficiently in advance of early scheduled dates for installation to provide the necessary time required for reviews, for securing necessary approvals, for possible revisions and resubmittals, and for placing orders and securing delivery.
B. In scheduling, the Contractor shall allow 14 calendar days for review and processing by SEPTA following its receipt of the submittal.
This review time will be increased for the submittal(s) that are so extensive that 14 days of turn around period is unreasonable as determined by
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SEPTA. This determination shall be binding on the Contractor.
C. Continued submission of material and repetitious submittals which clearly fail to meet the requirements of the Contract Documents which may cause delays in the completion of the Contract and any such delays be the sole responsibility of the Contractor.
3.04 SEPTA'S REVIEW
A. Review and Processing shall not relieve the Contractor from responsibility for errors, which may exist in the submitted data.
B. SEPTA does not confirm dimensions or make any representation that parts will fit together properly if fabricated in the sizes shown on the shop drawings. SEPTA requires that the contractor take all necessary site measurements and that the shop drawings represent an accurate documentation of these dimensions.
C. The contractor assumes responsibility to exercise control over all construction tolerances and ensure that these tolerances do not result in construction which violates regulations, codes or clearances.
D. Revisions:
1. The Contractor shall make required revisions as noted on initial the submittal.
2. If the Contractor considers any required revision to be a change, it shall so notify SEPTA as provided for in the Agreement. Such notification shall be made no later than 10 calendar days from the date of return of such submittals by SEPTA to the Contractor.
3.05 SHOP DRAWING AND SUBMITTAL CONFLICTS WITH THE CONTRACT DOCUMENTS
A. Unless the Contractor submits data as a substitution as specified in section 1.06 above, submitted information which departs from the contract documents will be understood to be contractor /subcontractor errors and have no effect on the contract, even if not identified by SEPTA during the review process.
3.06 FINAL ELECTRONIC SUBMISSION
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A. As part of the Contractor’s Closeout Documentation requirements, the Contractor shall submit to the SEPTA PM All approved submittals and other documentation in an electronic format (PDF files unless otherwise approved by the SEPTA PM).
END OF SECTION
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SECTION 01305 - REQUESTS FOR INFORMATION
PART 1 - GENERAL
1.01 DESCRIPTION
A. This section stipulates procedural requirements for processing of Contractor Request(s) for Information (RFI) and complements the requirements of the Contract Agreement, Paragraphs V.B and VIII.B.
B. An RFI is a written communication originated by a construction Contractor to request clarification of the intent of the Construction documents. It results in an exchange of information only. If the contractor believes the response triggers a change in the project scope he must submit a change order request. No response to an RFI may be interpreted as a change order request or approval.
1.02 RELATED WORK:
A. Agreement B. Section 01010 – Summary of Work C. Section 01300 - Submittals D. Section 01400 - Quality Requirements E. Section 01700 - Contract Closeout F. Section 01720 – Project As-Built Documents G. Attachment - Request for Information Form
1.03 SUBMITTALS
A. The Contractor shall comply with the provisions of Section 01300.
B. The Contractor shall submit RFIs using the attached RFI form and shall provide specific reference to the section of the Construction documents to which the RFI refers. RFIs that are incomplete, unsigned or otherwise not submitted in compliance with the Contract, will be returned to the Contractor.
C. Any losses of time and/or additional costs associated with frivolous RFI submittals are the responsibility of the Contractor.
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1.04 QUALITY ASSURANCE
A. All RFIs will be signed by the Contractor's representative and submitted to SEPTA in "hard" copy.
B. The primary purpose of an RFI is to clarify the Contract Documents
1. The Contractor has the responsibility to be familiar with the Contract documents. RFI’s that request clarification of items that in the judgment of the PM, are clearly evident in the Contract documents, shall be rejected by SEPTA.
2. The Contractor shall not use RFI’s for the following:
a. To facilitate construction coordination between contractors and subcontractors/vendors.
b. To initiate substitutions in material, methods and or systems.
c. To transfer their responsibility for reviewing Contract documents to SEPTA and/or the Architect/Engineer.
3. RFI’s, which fail to reference the specific Contract documents in question, will be rejected. If the Contractor uses an RFI for the purposes described above in 1.04 B2 it will also be rejected. In these cases, the Contractor will be directed to meet the requirements specified in Section 01300 by the PM.
PART 2 – PRODUCTS
NOT USED
PART 3 - EXECUTION
3.01 IDENTIFICATION OF REQUEST(s) FOR INFORMATION
The Contractor shall consecutively number all RFIs. For projects with separate contracts, each Contractor shall include a prefix (G, E, M etc.) in their numbering sequence to designate the submittal as originating from the "General", Electrical" or "Mechanical" Contractor. RFIs shall be submitted using the attached form. When an RFI must be resubmitted for any reason it shall be sent using a new RFI number with reference provided to the previous RFI.
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3.02 TIMING OF REQUEST(s) FOR INFORMATION
A. The Contractor shall submit RFIs sufficiently in advance of early construction schedule “Start” dates for fabrication and/or installation activities in order to provide the necessary time required for reviews, possible revisions and subsequent resubmittals.
B. For scheduling purposes, the Contractor shall allow 14 calendar days for review and response by the Architect/Engineer and/or SEPTA following their receipt of the RFI.
This review time will be increased for RFIs that are sufficiently extensive or complex that the above turnaround period is unreasonable as determined by the Architect/Engineer and SEPTA. This determination shall be binding on the Contractor.
C. The Contractor shall be solely responsible for delays in the completion of the Contract that result from the submission of RFIs which clearly fail to meet the requirements of this Section.
3.03 SEPTA'S REVIEW
A. All RFI’s will be submitted to the SEPTA PM. The designer of record is responsible for reviewing Contractors' RFIs to provide clarifications and/or interpretations as they relate to design documents. The SEPTA PM is responsible to provide clarifications and/or interpretations to RFIs that are related to the Agreement or SEPTA operational issues and service. An answer to a RFI shall never be considered as an approval for extra work and/or a change in scope or any other directive which results in a change to the Construction Contract cost. All such changes must follow the change order process.
B. If the Contractor considers any clarifications to an RFI to be a change; it shall so notify SEPTA in the manner provided for in the Agreement.
Such notification shall be made no later than 14 calendar days from the date of the return of such clarifications by the designer of record or SEPTA to the Contractor.
END OF SECTION
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REQUEST FOR INFORMATION (RFI)
PROJECT:
1. RFI Number Responsible Contractor Date
Description:
Requested By (Signature) : Due Date
2. A/E Response, or SEPTA Comments(if applicable):
A/E (Signature): Date Contract Document Impact Yes No
Revisions Attached Yes No
3. Transmitted to Contractor 4. PCO Yes No Impact
CD&C PM (Signature): Date PCO Number:
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Filling out the RFI Form
01: This section is to be completed by the Contractor. The SEPTA Project Manager (PM) shall provide RFI Forms to the Contractor(s) at the Pre-construction Meeting.
02: This section is to be completed by the A/E. All technical inquiries are to be responded to by the A/E. The section must be signed and dated within the contractual time frame. The SEPTA PM may use this space to add comments or directly respond to non-technical queries, involving contractual matters or SEPTA Operational issues.
03: This section is to be completed by SEPTA project staff to return the RFI to Contractor. The distribution must include the Project File.
04: This section is to be completed by SEPTA project staff. The RFI response will be reviewed for its potential to result in a Change Order. This box should be appropriately completed as a result of this review.
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SECTION 01380 - CONSTRUCTION PHOTOGRAPHS
PART 1 - GENERAL
1.01 DESCRIPTION A. The Contractor shall provide professional quality construction record photographs periodically during course of the Work as determined by the SEPTA PM B. In addition to photographs generally describing the progress of the work, the SEPTA PM will require specific components and processes be documented. C. SEPTA reserves the right to require that an approved professional photographer be used if, in the opinion of the SEPTA PM the photographs submitted at any time are inadequate in quality or coverage.
1.02 RELATED WORK
A. Section 01010 - Summary of Work
B. Section 01720 - Project Record Documents
1.03 PHOTOGRAPHY REQUIRED A. The Contractor shall provide SEPTA with the photographs taken. Photographs shall only be used for the purpose of fulfilling the requirements of this section. Other uses, without written permission from SEPTA's Project Manager, are prohibited. The contractor may not take photographs for any other purpose on SEPTA property without the written consent of SEPTA. B. Views and Quantities Required: 1. As specified above, the Contractor shall photograph the project from sufficient views on a view-specific basis, as directed by SEPTA. 2. The Contractor shall provide two (2) prints of each view, enclosed in separate binders with double faced plastic sleeves.
D. Ownership of Electronic Files
1. The prints and electronic files shall be furnished to SEPTA at the Contractor’s expense and all images collected during the course of the contract shall become the sole property of SEPTA. The
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contractor shall turn over all copyright rights to SEPTA in a written document to be approved by SEPTA.
PART 2 - PRODUCTS
2.01 PRINTS
A. Prints shall be provided in glossy finish color. date encoded of sufficient quality to render detail in a satisfactory manner as determined by the SEPTA PM.
1. Size: 8 X 10 in. or as directed by the SEPTA PM.
B. The Contractor shall identify each print on back, listing:
1. Southeastern Pennsylvania Transportation Authority 2. FTA Project Number 3. SEPTA Project Number (if applicable) 4. Project Name 5. Bi-weekly progress photographs 6. Date: ______7. Description/Key Plan a. Orientation of view b. Date and time of exposure c. Key plan in lower right hand corner permanently affixed.
8. Name and address of photographer.
PART 3 - EXECUTION
3.01 TECHNIQUE
A. Paramount importance shall be given to factual detailed presentation with maximum depth of field, proper exposure with adequate shadow and highlight detail and minimum distortion.
B. The photographer will be required to use fill in electronic flash technique to adequately light high contrast scenes and assemblies. Electronic flash shall also be used at all interior locations and other locations where the
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available light is not adequate for recoding appropriate detail.
C. Camera capture (non-enhanced) must provide a minimum image size of 3500 x 2500 pixels unless otherwise determined by the SEPTA PM.
D. Take views as directed and in the presence of SEPTA's representative.
3.02 DELIVERY OF PRINTS AND FINAL DELIVERY OF ELECTRONIC FILES
A. The Contractor shall deliver two sets of prints and JPG files of adequate quality as determined by the SEPTA PM with each Application for Payment.
B. At the conclusion of the project the, the contractor will provide a complete set of all electronic files delivered in a medium as directed by the SEPTA PM.
END OF SECTION
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SECTION 01400 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.01 SUMMARY
A. The Contractor shall establish and maintain a project specific Quality Assurance/Quality Control (QA/QC) system documented by a program manual and supporting plans and/or procedures. These documents will address the methods to be used to control the quality related aspects of all materials, components and assemblies to be furnished and installed under the Contract Documents.
B. The Contractor shall have the primary responsibility for the quality of all its work and shall ensure that the pertinent requirements for the achievement of quality are included and implemented in all relevant sub-contracts.
C. The QA/QC program shall include a description of the organization the contractor will establish and shall identify the responsibilities and accountabilities of all personnel performing quality-affecting activities.
D. The QA/QC program and/or procedures shall include those checklists and test & inspection forms the contractor will use to properly document the activities performed to achieve the quality of the Work. The contractor will be responsible for completing the checklists and activities called for in SEPTA’s Construction Inspection/ Monitoring Program as part of their Quality Control program.
E. The Contractor will cooperate fully with SEPTA’s QA/QC efforts including, but not limited to, providing requested information in a timely fashion when SEPTA executes quality audits of the project. All information generated during the project, of a non-confidential nature, including but not limited to the internal QA/QC audits executed by the contractor must be made available to SEPTA in a timely manner.
1.02 DEFINITIONS
A. The Following definitions pertain to requirements of this section.
1. Quality Assurance (QA): QA is a program of planned and systematic actions that provide adequate confidence that all activities affecting quality have been accomplished in accordance with governing codes, standards and contract requirements. QA oversight of activities affecting quality is accomplished through field and
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manufacturing facility surveillance, audits or other documented measures conducted to verify that requirements have been met.
2. Quality Control (QC): Quality Control is the act of examining, witnessing, inspecting, checking and/or testing of in-process or completed work to determine conformity with specified requirements and documenting the results.
3. QA Audit: A documented activity performed by written procedure or checklist to verify that selected elements of the Quality Assurance/Quality Control Program have been developed, documented, and implemented in accordance with specified requirements.
4. Calibration: Comparison of two instruments or measuring devices, one of which is of known accuracy traceable to national standards, to detect, correlate, report or eliminate by adjustment any discrepancy in the accuracy of the instrument or measuring device being compared with the standard.
5. Certification: The action of determining, verifying and attesting, in writing, to the qualifications of personnel, materials, and/or equipment.
6. Inspection: A phase of Quality Control, which by means of examination, observation, or measurement, determines the conformance of materials, components , parts, appurtenances, systems, processes, installations, or structures to predetermined quality requirements.
7. Source Inspection: Source inspection consists of the review, monitoring, observation, and/or inspection, random or consistent, or at selected stages of manufacture or construction, of manufacturer or sub-manufacturer's personnel, material, equipment, processes, or tests.
8. Site Inspection: Site Inspection consists of reviewing, monitoring, observing and inspecting the Work at the project site.
9. Surveillance: Term used to describe a review performed for the purpose of verifying that applicable quality requirements are properly accomplished.
1.03 RELATED WORK:
A. Requirements of the Agreement.
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B. Section 01700: Contract Closeout.
C. Specific requirements of Agreement Paragraph XVIII.
1.04 SUBMITTALS
A. SEPTA reserves the right to require mock-ups of any material and/or assembly, at any time during the construction process of a size determined by the SEPTA PM. Once approved, the mock-up will set a minimum standard of performance and/or appearance for the work. Mock-ups will be provided at no cost to SEPTA. The approved mock-up may, at the discretion of the SEPTA project manager, become part of the work.
B. The contractor will create a job specific Quality Assurance and Control Plan (QACP) which clearly and comprehensively specifies the actions the contractor will take to achieve the quality required by the contract documents. This plan will be submitted no later than 15 days from the notice to proceed. No work may take until the QACP has been accepted by SEPTA. The following areas will be addressed in this plan: 1. The Quality Assurance procedures shall define the organizational structure within which the programs are to be implemented, and delineate the responsibility and authority of the various personnel involved 2. Shop Fabrication: The Contractor shall develop and submit inspection and test plans and procedures for all elements of the work that will be shop fabricated and tested. The inspection plans/procedures shall include source inspection and testing that will be performed, accept/reject criteria and the witness/hold points to be implemented to control the quality of work. 3. Site Construction/Installation: The Contractor shall develop and explain inspection and test plans and procedures for all elements of the Work that will be site constructed and installed, including the storage and installation of shop fabricated items. The installation plans and procedures shall include checklists, which outline the sequence of construction/installation activities and describe the verification checks for each step in the sequence, which must be found acceptable prior to proceeding. The plans and checklists shall be submitted to SEPTA for the identification of hold and/or witness points by SEPTA. 4. The Contractor shall develop and explain a Quality Assurance program and surveillance methods to verify that reviewed inspection, testing and documentation activities have been performed to assure that shop fabricated and site construction/installation comply with the quality standards defined in the contract documents.
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5. SEPTA's review of the QA/QC program shall not relieve the Contractor from its primary responsibility for the quality of the work.
1.05 QUALITY ASSURANCE RESPONSIBILITIES OF THE CONTRACTOR
A. Engage an adequate number of skilled professionals who are thoroughly trained, experienced and familiar with the specific requirements and methods needed for the proper performance of the Work.
B. Establish technical and administrative surveillance and/or audit methods to ensure the highest degree of quality, and to correct potential problems without affecting the Contract schedule.
C. Verify that the required quality control inspection, testing and documentation activities have been performed to assure that the equipment, materials and construction comply in all respect to the requirements of the contract documents.
D. Monitor quality control over suppliers, manufacturers, fabricators, products, services, site conditions, workmanship and installation to produce work of the quality required by the contract documents.
E. Take corrective actions in a timely manner to identify conditions adversely affecting the quality of Work and the contract schedule.
F. All test results shall clearly include a statement that the item tested or analyzed conforms or fails to conform to the contract requirements . Each report shall be conspicuously stamped on the cover sheet in large red letters a minimum of ½ inch high "CONFORMS" or "DOES NOT CONFORM" to the Specifications as the case may be.
G. All test reports shall be signed by a testing laboratory's authorized person and counter signed by the Contractor. The testing agency shall provide all tests, reports, certifications and other documentation sent directly to the SEPTA PM at the same time results are made available to the Contractor.
H. The quality assurance functions shall include, but not be limited to.
· Contract Review · Factory and Field Testing · Document Control · Handling and Storage
· Procurement · Packaging and Shipping
· Shop Fabrication · Quality Records
· Field Fabrication · Non Conformance Reporting
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· Field Installation · Corrective Action (s) · Field Assembly · QA Audits
· Receiving Inspections · Training
· Final Inspection · Control of In Process Activities
· In process inspections · Identification and Traceability
I. The Contractor shall promptly reject work, which does not comply with the requirements of the contract documents. If the contractor elects to propose that SEPTA accept work that is nonconforming, the contractor shall reimburse SEPTA for the costs associated with the review of the nonconforming work by the designer of record.
J. Develop quality assurance forms in a format acceptable to SEPTA for all major elements of the Work including any additional elements
K. The Contractor shall perform audits periodically, no less than four times a year, to maintain level of quality. The results of these audits must be documented and shown to SEPTA on request.
1.06 SOURCE QUALITY CONTROL RESPONSIBILITIES OF CONTRACTOR
A. Document that each material, manufactured product and fabricated item is produced and tested to comply with quality standards required by the contract documents. The Contractor shall perform audits periodically, no less than four times a year, to maintain level of quality.
B. Do not deliver material, manufactured product or fabricated item until certified quality assurance documents are satisfactorily reviewed by SEPTA.
C. Do not schedule any factory tests/inspections by SEPTA until these documents are satisfactorily reviewed by SEPTA. Twenty-one (21) day’s prior written notice is mandatory for (re) scheduling any factory tests or inspections by SEPTA.
D. SEPTA reserves the right to source inspect the material, manufactured product or fabricated item after acceptance of the certified quality assurance documents. Any and all costs related to reinspection(s) by SEPTA shall be the responsibility of the Contractor.
E. The quality assurance documents shall identify any changes made to the material, manufactured product or fabricated item as compared to the Contract requirements and approved shop drawings. The Contractor shall
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describe as to how each change will affect the installation, space and subsequent operations.
F. SEPTA's review of quality assurance documents and inspections shall not relieve the Contractor from its "primary " responsibility for the quality of work.
1.07 CONTRACTOR QUALITY MANAGER (QM)
A. The Contractor shall identify an individual (QM) within its organization at the site of the Work, who shall be responsible for overall management of Contractor's Quality Assurance/ Quality Control (CQC) system. An individual who has no other duties shall fill the function of the QM.
1. The QM shall be experienced in the performance and supervision of the inspections and tests required by the specifications. 2. The QM shall be on the work site at all times that work is taking place and have complete authority to take any action necessary to ensure conformance with the Contract. 3. The QM will be the point-of-contact for all quality matters. The QM is expected to represent the Contractor with respect to all QA audit and review activities performed on the Contractor by outside parties. 4. The QM shall be appointed by letter and may not be replaced without written permission form SEPTA. 5. The QM may take daily direction from the Contractors Superintendent however unless prohibited by organizational size the QM shall independently report to an official within the Contractor's organization who is separate from direct responsibility for the outcome of the project. 6. The QM shall be responsible for the documented incoming inspection and determination of acceptability in conformance with Contract requirements of all material arriving at site. 7. Receiving inspection(s) shall include the review of associated documentation where necessary to verify the compliance of the item. Segregate and remove from the site, any nonconforming material.
1.08 SITE QUALITY CONTROL RESPONSIBILITIES OF CONTRACTOR
A. Unless otherwise specially allowed elsewhere in the contract, do not deliver reconditioned material to site. Protect all stenciled markings, labels and any other type of identification(s) to clearly identify the originality of the material.
B. As soon as the material arrives at site, (but before beginning installation)
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provide to SEPTA the original Bill of Lading and Certification that the material complies with the requirements of the contract documents.
C. Installation shall comply with approved shop drawings. Do not begin installation until relevant installation shop drawings have been appropriately reviewed by SEPTA. If for any reason the material or component cannot be installed according to the approved shop drawing and the installation instructions provided by the manufacturer/fabricator the contractor is to alert the SEPTA immediately and not begin installation without concurrence from the SEPTA PM.
D. Perform necessary and specified tests and document the results. Replace material that fails the tests at no cost to SEPTA.
E. Remove and replace material that is damaged in storage or in the performance of Work unless specifically accepted in writing by SEPTA's Project Manager.
F. No Work shall be performed at the site if the Contractor's Superintendent or his authorized representative, as approved by SEPTA, is not present at the location where Work is being performed.
1.09 NON-CONFORMANCE REPORTS A. A non-conformance report (NCR) shall be issued when any material or component does not meet the requirements of the contract documents in the opinion of the SEPTA Project Manager or other approved SEPTA personnel. B. Once issued, the contractor has ten (10) days to challenge the NCR in a written response to the SEPTA PM. C. Any NCR not withdrawn in writing by the SEPTA PM or other approved SEPTA personnel, must be corrected in a timely manner. D. The contractor is obliged not to proceed with any work which would cover or reduce access to the non-conforming work.
1.10 CONSTRUCTION INSPECTION AND MONITORING PROGRAM A. The contractor will be required to complete checklists, usually in the presence of a member of the SEPTA project team, at specific critical points of the project’s execution to verify quality assurance procedures. SEPTA reserves the right to provide these checklists and require their completion in a timely manner without prior notification.
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1.11 SUGGESTED CONTENTS OF A QA/QC PLAN
The contractor’s inspection and testing plan must be specific and not generic; tailored to the actual requirements of the project. Most plans will include many of the following items:
A. Organization & Responsibilities
1. Provide an organizational chart showing who has responsibility for quality control functions and how they interact with the rest of the project team. The QA/QC team must report directly to upper management and not to the project manager overseeing day to day activities of the project.
2. Supply brief resumes of key personnel
3. Document how the QA/QC personnel will oversee the QA/QC activities subcontractors and fabricators.
B. Procedures and Documentation
1. Samples of logs and checklists to be used in QA/QC activities. 2. A schedule of tests, inspections and mock-ups required by the contract documents and governmental authorities 3. Procedures which guarantee that any material which must meet a specific test or other definition of quality is delivered to the job site accompanied by written verification that the material does meet these requirements. Included in this procedure is the process of gathering this information and retaining it by the contractor. 4. Procedures which insure that handling and storage instructions are obtained and followed for all material. 5. Procedures that insure that the contractor effectively controls documents at the job site. Included in this responsibility is a requirement that a copy of the most current construction documents is present at the job site at all times; including but not limited to drawings, specifications, addendum items, change orders and RFI’s. 6. Procedures which insure that subcontractors and material suppliers have demonstrated qualifications as required by the contract documents. C. Inspection and Testing Activities 1. List of inspection devices to be used by the contractor or a subcontractor which must be calibrated, the proposed frequency of
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calibration and who will calibrate them. 2. Procedures to ensure that testing and inspections will be done in a timely manner and will not negatively impact the progress of the work. 3. Procedures to insure that mock-ups and preinstallation conferences are done in a timely manner and give the SEPTA PM sufficient time to participate and review them without negatively impacting the schedule. 4. Procedures that insure that material which fail tests or inspections is identified and segregated. D. Audit Activities 1. Define how and how often the QA/QC efforts for key construction activities will be audited and how the results of this audit will be presented to the job superintendent. 2. Define when anticipated audits may be implemented. END OF SECTION
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SECTION 01410 - TESTING AND INSPECTION SERVICES
PART I GENERAL
1.01 DESCRIPTION
A. The Contractor shall employ a testing and inspection agency fully licensed and competent in the field of testing and inspecting specific elements of the project. The Contractor shall submit all testing agencies and their qualifications for SEPTA's prior written approval before any testing begins.
B. The required testing and inspections shall include the tests commonly used in the construction industry including but not limited by those called for in the attached technical sections.
C. The Contractor shall pay for all necessary testing and inspection services.
1.02 RELATED WORK
A. Agreement
B. Section 01400
1.03 SUBMITTALS
A. Prior to start of Work, submit testing and inspection agency name, address, and telephone number, and names of full time specialists and/or registered Engineers and responsible officer.
B. Submit information on the agency’s participation in accreditation program(s) such as those run by the Construction Materials Testing Laboratory Accreditation Program of the National Institute of Standards and Technology and AASHTO Materials Reference Laboratory in the AASHTO Accreditation Program (AAP) in construction materials engineering and testing. Non-participation in appropriate third party accreditation programs may result in rejection.
C. Provide a schedule of agency’s activities commitment with the Contractor(s) schedule and work to be provided.
D. Other information and qualifications to allow SEPTA to determine their appropriateness for the tasks involved.
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1. After each inspection and test, the testing agency must promptly submit a copy of draft results directly to the SEPTA PM without contractor review.
2. Include:
a. Date issued, b. Project title and number c. Name of inspector, d. Date and time of sampling or inspection, e. Identification of product and specifications section, f. Location in the Project, g. Type of inspection or test, h. Date of test or inspection, i. Results of tests or inspection, j. A statement of Conformance or Non-Conformance with the Contract Documents.
3. When requested by SEPTA, provide a written clarification and interpretation of test/inspection results.
1.04 QUALITY ASSURANCE
A. The testing and inspection agency shall be approved by SEPTA.
B. The Laboratory shall comply with requirements of most current edition of ASTM E329 and including requirements called for in the attached technical sections.
C. Laboratory: Authorized to operate in the Commonwealth of PA.
D. Laboratory Staff: Maintain a full time registered Engineer on staff to review services.
E. Testing Equipment: All equipment must be calibrated at reasonable intervals with devices of an accuracy traceable to either the National Bureau of Standards or accepted values of natural physical constants defined by industry standards.
F. Testing, when required, shall be the strictest of all pertinent codes and regulations, including selected standards of the American Society for Testing and Materials.
G. All site testing and taking of specimens and samples shall be performed
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in the presence of the Contractor's Superintendent and the SEPTA PM unless the PM waives the right to be present, in writing.
H. No testing required by the contract documents or common industry practice may be waived or altered without the written permission of SEPTA’s Assistant General Manager of Engineering, Maintenance and Construction or SEPTA’s Chief Engineer.
1.05 PRODUCT HANDLING
A. The Contractor shall comply with pertinent provisions of Section 01600.
B. The Contractor shall promptly process and submit required copies of test reports and related instructions to assure necessary retesting and replacement of materials without any possible delay in the progress of the Work.
1.06 CONTRACTOR’S RESPONSIBILITIES
A. Representatives of the testing and inspection agency shall have access to the Work at all times and at all site and off site locations, including manufacturing and fabrication facilities. The Contractor shall provide whatever support is required to enable the agency to perform its functions properly.
B. By advance discussion with the testing agency, the Contractor shall determine the schedule required for the agency to perform its tests and inspections and to issue each of its findings. The contractor is solely responsible for any delays caused by testing and inspection services.
C. The Contractor shall provide all required testing and inspection time within the approved construction schedule.
D. Deliver to agency at designated location, adequate samples of materials proposed to be used which require testing, along with proposed mix designs.
E. Provide incidental labor and facilities: 1. to provide access to Work to be tested or inspected, 2. to obtain and handle samples at the site or at source of Products to be tested, 3. to facilitate tests and inspections, 4. to provide storage and curing of test samples.
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F. Notify the SEPTA PM, 48 hours prior to expected time for operations requiring inspecting and testing services.
G. When initial tests indicate non-compliance with the Contract Documents, subsequent retesting occasioned by the non-compliance shall be performed by the same testing agency, at no additional cost to SEPTA.
H. Inspecting and testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor.
END OF SECTION
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SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART 1 - GENERAL
1.01 DESCRIPTION
A. The Contractor shall provide temporary facilities and controls needed for the performance of its Work, provide for public and employee safety and protect SEPTA property. This may include, but not necessarily limited to:
1. Temporary utilities such as heat, water, electricity, and telephone; 2. Field office for the Contractor's personnel and a separate facility for SEPTA’s personnel use 3. Sanitary facilities 4. Enclosures such as tarpaulins, barricades and canopies; 5. First-aid facilities 6. Temporary fencing and other safety devices for pedestrian and vehicular traffic as well as isolating the construction area. 7. Entry Control 8. Personnel Identification
1.02 RELATED WORK
A. Agreement
B. Section 01010: Summary of Work
C. Section 01060: Regulatory Requirements and Safety
D. 01590 SEPTA Field Office
1.03 SUBMITTALS
A. The Contractor shall comply with pertinent provisions of section 01300 .
B. If required by the SEPTA PM, the Contractor shall provide shop drawings (including sealed engineering drawings if requested) for any temporary facility.
1.04 PRODUCT HANDLING
The Contractor shall maintain and protect all temporary facilities and controls in proper and safe condition throughout progress of the Work. For facilities visible to
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the public, the contractor will maintain them in an acceptable appearance and repair any vandalism within 24 hours or as requested by the SEPTA PM.
1.05 TEMPORARY UTILITIES AND SERVICES
A. Water
1. The Contractor shall provide drinking water from an approved source, so piped or transported as to keep it safe and fresh and served from single service containers or satisfactory types of drinking stands or fountains. All such facilities and services shall be furnished in strict accordance with existing governing health regulations.
2. Refer to the Agreement, Paragraph VIII.D. The Contractor shall protect pipes from freezing during inclement weather and repair any vandalism.
B. Sanitary facilities:
1. Refer to the Agreement Paragraph VIII.D.
2. The contractor is prohibited from using existing toilet facilities – either those intended for SEPTA personnel or those intended for the public at large.
3. The Contractor shall furnish for the work force on this project, the necessary toilets, secluded from public observation. The toilets shall be kept in a clean, sanitary condition and shall comply with the requirements and regulations of the agencies having jurisdiction. The SEPTA PM must approve all toilet locations and may demand increased maintenance if he finds the level of maintenance unacceptable.
C. Power and Lighting:
1. The Contractor shall provide, maintain and pay for all costs of temporary electrical and lighting services required at the site for the proper performance and inspection of work. The level of lighting shall not be less than the existing. Lighting shall also be provided to all temporary public facilities at levels satisfactory to the SEPTA PM. Remove services and lighting after completion of work and repair of all damages.
2. The Contractor shall provide area distribution boxes so located that the individual trades may furnish and use 100 ft. maximum length extension cords to obtain power and lighting at points where needed for work, inspection, and safety.
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3. The Contractor shall provide all necessary items such as breakers, transformers, panel boards, and cable required for the service. The Contractor shall provide a complete distribution system expanded as required during the construction including wiring devices, outlets, distribution panels, transformers, cable and other related work necessary to provide a temporary power system for use during construction.
4. The Contractor shall pay all costs associated with the utility tie-ins, physical plant, maintenance of system throughout construction, removal of same at project completion and any other items necessary in providing temporary power and light.
5. The temporary power and lighting system shall at all times conform to the applicable codes and regulations of OSHA, NEMA, UL, and the local municipality.
D. Telephones: The Contractor shall make necessary arrangements and pay costs for installation, maintenance and operation of direct line (non- pay type) telephone services in SEPTA's field office at the site. Portable (cellular) may be provided to fulfill this requirement at the SEPTA PM discretion.
E. Heating: The Contractor shall provide and maintain heat necessary for proper conduct of operations.
1.06 ACCESS, STORAGE AND PARKING AREAS
A. The Contractor shall establish a construction compound in which the Contractor provided SEPTA office trailers will be located adjacent to the Contractors office trailers. The physical location of the compound will require written approval of SEPTA's Project Manager.
B. The Contractor shall provide a minimum of six (6) parking spaces adjacent to the SEPTA trailers within the compound for SEPTA vehicles.
C. The Contractor shall provide all necessary security for this compound area. The Contractor shall provide all necessary keys to SEPTA's Project Manager to provide access to the compound at any time.
D. The Contractor shall submit to the Project Manager a plan layout of the Compound within 21 calendar days after Notice to Proceed (NTP).
E. The Contractor shall coordinate the provision of utility services for all trailers and be responsible for all installation charges, removal costs at Project completion, and any periodic or other charges incidental to the
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provision of those utility services.
F. Upon final acceptance of the Work, the Contractor shall clean up the work areas and leave them in a neat and orderly condition. The Contractor shall dismantle and remove all temporary fencing and barricades and other temporary items installed, unless otherwise directed by the Project Manager. Repair damaged areas to their original condition.
1.07 FIELD OFFICES AND SHEDS
A. Contractor's Field Office:
1. Furnish and maintain a field office with a telephone at the site during the entire period of construction. The Contractor’s superintendent shall be present at said office at all times while its work is in progress. Keep readily accessible, at the field office, copies of both the Contract Documents and the latest approved shop and working drawings.
2. Submit for SEPTA's written acceptance, working drawings showing proposed locations and size of offices and shops.
B. Field Office Security
The Contractor shall Guard against unauthorized or illegal entry and protect the field office against vandalism, theft and mischief. The Contractor shall be responsible for the replacement and/or compensation for any items owned by SEPTA or SEPTA employees, which are related to the subject work, which are removed or damaged as the result of vandalism, theft, mischief or illegal entry to the field office.
C. Upon project completion, the Contractor shall assume ownership of and remove temporary field offices and appurtenances from the job site, except as otherwise noted.
1.08 TEMPORARY BARRICADES, ENCLOSURES AND FENCING
A. The Contractor shall provide all temporary barricades required by the phasing plans or otherwise necessary for the safe execution of the project, including but not limited to barricades for designated contractor work areas, contractor laydown areas, and public access for areas that must remain open during a phase.
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1. Where barricades are required outside a designated work area for the exclusive use of a Contractor, that Contractor shall provide them.
2. SEPTA reserves the right to require the contractor to provide all necessary barricades to insure the safety of SEPTA personnel and passengers as determined by the SEPTA PM, whose decision shall be final
B. Submit drawings of the proposed temporary barricades for SEPTA’s review. Do not install barricades until the drawings for them have been reviewed by SEPTA. All barriers in confined spaces, as determined by the SEPTA PM, must be constructed to not contribute smoke to or support flame spread of a fire. To achieve this, such barriers shall be built of metal studs and Wonderboard style cement board.
1. Barricades shall enclose and prevent entry into the work area and shall be full height and dustproof.
2. Barricades shall be constructed of materials suitable for location.
At open locations in unconfined spaces - Wood construction shall conform to the AFPA “National Design Specification for Wood Construction”, the latest edition. As a minimum, the barricades shall be constructed of 5/8 “thick APA rated exterior grade plywood. Framing members shall be Spruce-Pine-Fir No.2 or better, a minimum of 2” x 4” and larger sizes as necessary, spaced at a maximum 16” on center to provide a rigid temporary structure to resist all applicable loads.
All barriers in confined spaces, as determined by the SEPTA PM, must be constructed to not contribute smoke to or support flame spread of a fire. To achieve this, such barriers shall be built of metal studs and Wonderboard style cement board.
3. Barricades shall be painted on all solid surfaces exposed to public view.
4. Traffic cones, tape, stakes with ribbons or other insubstantial items shall not be used to differentiate construction areas in lieu of barricades. At his sole discretion, the SEPTA project manager may make exceptions for work of extremely short duration.
C. Temporary Doors: The temporary barricades shall have a reasonable number of hollow metal doors and frames, with locksets, at locations acceptable to SEPTA. The locksets on the doors requiring SEPTA access for operational and safety reasons shall be keyed to SEPTA’s
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standard lock system.
D. On a daily basis, the Contractor shall maintain the temporary barricades in a “like new” condition. The Contractor shall remove graffiti and restore surfaces on a continual maintenance basis. Maintenance shall continue until the barricades are removed.
E. The Contractor is required to enclose areas required by SEPTA for access and maintenance. If these areas are in public areas they shall be secured with temporary barricades and doors in accordance to 1.08 C&D above. The Contractor shall take all means to alleviate any or all tripping and falling hazards both within the work site but also in public areas. Areas where the general public or passengers may fall shall be secure and covered.
1.09 TEMPORARY SIGNAGE (CONSTRUCTION)
A. The contractor must provide an adequate number of signs to direct the public around the construction site, as determined by the SEPTA PM. These signs must be professionally fabricated and maintained/replaced to keep an “as new” appearance.
B. The contractor must install project identification signs as defined in These signs must be professionally fabricated and maintained/replaced to keep an “as new” appearance.
1.10 PROTECTION OF NEW WORK AND AREAS OUTSIDE OF THE PROJECT
A. The contractor shall take all necessary precautions to protect new work (whether executed by him or others). All damage which does occur shall be repaired to the satisfaction of the SEPTA PM at no cost to SEPTA.
B. The contractor must avoid damaging all property and facilities not included in the project scope. All damage which does occur shall be repaired to the satisfaction of the SEPTA PM at no cost to SEPTA. If non- SEPTA property is damaged it must be repaired to the written satisfaction of the owner and at no cost to SEPTA.
1.11 DUST CONTROL
A. The contractor shall take all necessary precautions to eliminate dust and dirt created during the construction process from entering non-project areas and those areas not owned by SEPTA. The contractor shall be
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responsible for cleaning affected areas and restoring then to their preconstruction condition to the satisfaction of the property owner and at no cost to SEPTA.
1.12 SECURITY
A. The Contractor shall provide adequate security measures to protect material, equipment, and work from incidental and intentional damage or theft at project site locations, staging areas and fabrication yards.
B. The use of guard dogs and the possession of firearms on SEPTA property are prohibited.
C. The contractor shall be responsible for supplying the following security measures:
1. Exterior lighting of 20 – 30 lux within the yard areas.
2. 8’ high chain link fence enclosure with gate(s) so the yard areas may be fully secured during non-work periods. Chain link fence fabric to have openings no greater than 2 1/2”.
D. The Contractor shall submit to the Project Manager a plan layout of the security measures within 21 calendar days after Notice to Proceed (NTP). This information may be included in the compound plan required by 1.06 D above.
END OF SECTION
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SECTION 01505 - MOBILIZATION
PART 1 - GENERAL
1.01 DESCRIPTION
This Section specifies the mobilization of the construction plant and equipment at the Work site; for materials and supplies necessary for the prosecution of the work, but not to be incorporated in the Work; for construction of temporary facilities; for work preparatory to commencing the Work and for demobilization of the construction plant.
1.02 RELATED WORK
As Applicable
1.03 SUBMITTALS
Submit within 30 calendar days after the Notice to Proceed, a layout of the proposed construction site including fences, roads, buildings, trailers and storage areas. If non-SEPTA property is to be utilized, submit a proposal and obtain tentative approval for this arrangement before committing to any lease arrangements or other legal agreements for the use of this land.
PART 2 - PRODUCTS
2.01 PLANT AND EQUIPMENT
Construction plant and equipment shall be of the capacity, type, quality, function and in the quantity necessary for the timely prosecution of the Work.
PART 3 - EXECUTION
3.01 GENERAL
A. Construction plant, equipment, materials, supplies, temporary buildings, facilities and other items necessary for mobilization shall be available at the work site at the times they are to be built, used, installed or operated.
B. Construction plant location shall be approved by SEPTA and shall be appropriately close to the portion of the Work for which it will be used.
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The construction plant, including equipment and personnel, shall have sufficient capacity, in the opinion of the Project Manager, to permit a rate of progress which will insure completion of the Work within the contract time required by the Agreement and shall also have sufficient excess capacity for emergencies and overloading.
The Project Manager shall have the right to reject construction plants and apparatus which, are in its opinion, unsafe, improper, or inadequate. Rejected construction plants and apparatus shall be brought to acceptable condition or shall be removed from the jobsite by the Contractor.
3.02 DEMOBILIZATION
A. Upon completion of the Work. The Contractor shall remove construction plant, equipment, materials, supplies, temporary building, facilities and other items that were necessary for mobilization. The Contractor shall return the area allocated for the construction plant to its condition prior to the start of the Work.
END OF SECTION
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SECTION 01510 - MAINTENANCE, SUPPORT AND RESTORATION OF EXISTING UTILITY FACILITIES
PART 1 - GENERAL
1.01 DESCRIPTION
A. This Section specifies the coordination, maintenance, support, protection and restoration requirements of existing public and private utilities affected by construction.
B. Existing Utility Facilities: Existing utility facilities include, but are not limited to the following:
C. Utilities impacted:
1.02 RELATED WORK
A. Section 01010: Summary of Work
C. Section 01060: Regulatory Requirements and Safety
E. Section 01300: Submittals
1.03 SUBMITTALS
A. Shop Drawings and Working Drawings:
1. The Contractor shall submit working and shop drawings indicating its plan and schedule for performance of work to the appropriate Utility Company for review and approval. A copy of this submittal shall be furnished to SEPTA and or Architect/Engineer in accordance with the requirements of Section 01300 by the Contractor.
2. The Contractor’s Work Drawings shall detail the actual location of existing facilities, including aerial interference which these facilities present to new work, as well as proposed method of proceeding with actual construction and details of proposed support systems.
3. Do not commence work until written approval has been received from the affected Utilities and the Project Manager.
B. Documentation:
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1. Notice of commencement of work:
a. The Contractor shall provide to the Utility notice of 30 calendar days, or as otherwise required by the affected Utilities, prior to date of intended commencement of operations to parties having surface, subsurface or overhead structures in the construction area.
b. The Contractor shall comply with the provisions of 73 P.S. 176 et seq., which sets forth PA's "One Call System".
c. Provide copies of notices to the Project Manager.
1.04 QUALITY ASSURANCE
A. Codes, Regulations, Reference Standards and Specifications as indicated in the Contract Documents.
1.05 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Coordinate with the specified utility companies who are furnishing materials for the work to determine availability, locations and required methods of storage and care of materials prior to incorporation into the work.
B. Transport, store and handle materials in accordance with the requirements of the utilities.
1.06 JOB CONDITIONS
A. Location of Facilities:
1. Prior to start of any Work, contact the Pennsylvania-One-Call System in order to provide for locating and marking underground facilities. 2. Locations of existing facilities shown are plotted from available records; however, these locations are not guaranteed.
3. Verify locations of facilities by field investigation within and adjacent to limits of the project which may be affected by construction operations. Avoid damage or disruption of facilities during operation.
4. Upon encountering an existing facility, which is not shown, or upon
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ascertaining that a facility differs from that shown, determine ownership, use and disposition of such facility and proceed as follows:
a. If the facility is abandoned or is to be abandoned, perform necessary work for either condition as shown or specified.
b. If facility is to remain in service, perform support and restoration work in accordance with these specifications.
B. Coordination with Utilities
C. Responsibilities of Contractor:
1. Maintain and protect facilities.
2. Give notice of commencement of Work as specified.
3. Notify the Project Manager and the Utility of damage to facilities caused by construction operations. Repair or reimbursement for repair of such damage is the responsibility of the Contractor. Damaged electrical cables will be repaired or replaced as determined by the Utility with all costs borne by the Contractor.
4. Provide access for inspection of facilities and for emergencies involving utility services.
5. Permit free and clear access to utility personnel for purposes of inspection, maintenance, providing additional service and construction of new facilities, if required.
6. When approved working drawing or shop drawings show a temporary facility provided for the Contractor's benefit, the Contractor shall supply necessary materials and perform this work, at no cost to SEPTA.
7. The Contractor is responsible for direct payment to the Utility for work accomplished by the Utility at the request of the Contractor for the Contractor’s convenience or for preferred method and means of the Contractor.
PART 2 - PRODUCTS
2.01 MATERIAL
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A. Utility Facilities: As specified in other Sections of these specifications and as required by the Utility owner.
PART 3 - EXECUTION
3.01 GENERAL
A. The Contractor shall maintain complete in-place continuity of all utility service, and provide proper support and protect utility facilities in accordance with the Specifications of the Utility affected.
B. Support facilities so as not to expose them to undo vibrations. Support and maintenance of these facilities will be subject to inspection by the Utility.
C. Repair or replace public utilities damaged during construction at no cost to SEPTA, to the satisfaction of the Utility.
D. Assume the cost for repair or replacement of private utilities damaged during construction, which will be repaired or replaced, by the private Utility.
E. Conform to the specifications and standard practices of the affected utility owners. Coordinate with utility owners, which work, shall be done by Contractor and which work shall be done by the Utility owner.
F. Provide, install, and maintain all temporary facilities required to provide interim utility service when a utility facility is to be relocated and when a utility facility to be replaced is abandoned prior to replacement.
3.02 EXCAVATION AND BACKFILLING OF UTILITY TRENCHES
A. Excavate and backfill utility trenches in accordance with Section 02220 and with the requirements of the affected utility.
B. Proceed with caution in areas of utility facilities; expose them by hand excavation or other methods acceptable to facility owner.
3.03 PAVEMENTS, SIDEWALKS, CURBS AND GUTTERS AND OTHER FEATURES
A. In accordance with Section remove pavements, sidewalks, curbs and gutters and other existing features where necessitated by utility trenches and those which interfere with the successful completion of the required work and may be directed to be removed by the Project Manager.
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B. Replace pavements, sidewalks, curbs and gutters and other existing features, required to be replaced or directed to be replaced by the Project Manager in accordance with other sections of these specifications.
C. Place temporary pavements where necessitated by sequence of operation.
3.04 UNSAFE AND UNSUITABLE UTILITY STRUCTURES
A. General Requirements:
If, upon exposure, condition or location of facility to be supported in place is found to be unsafe for maintenance or support, contact utility for repair or reconstruction procedures.
B. Electric, Communication and Similar Type Facilities:
1. If structures containing electrical, communication and similar types of cables shown to be maintained complete in place are found upon exposure to be incapable of being maintained in place because of condition, location or both contact Utility for repair or reconstruction procedures.
2. When service box, manhole or conduit structure containing electrical or communication cables is broken away, contact Utility for repair or replacement procedures.
3. Exercise care when working in vicinity of telephone structures containing coaxial cable or fiber optic cable which cannot withstand movement.
END OF SECTION
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SECTION 01570 - MAINTENANCE AND PROTECTION OF VEHICLES, PEDESTRIANS AND PASSENGERS
PART 1 - GENERAL
1.01 DESCRIPTION
A. The Work specified in this Section consists of furnishing, installing, maintaining, and subsequently removing temporary traffic control devices, and temporary traffic striping and markings; furnishing flagmen and police protection, as required by the local Jurisdiction . If the work does require flagging and affects a state highway, the flagman must receive state training and approval.
The Work also includes controlling, warning, guiding, and protecting vehicles and pedestrian traffic on streets and sidewalks affected by construction of the Project, and adjacent to worksite; maintenance and control of SEPTA passengers on, or adjacent to, the worksite, ensuring unimpeded access to buildings and/or SEPTA Facilities adjacent to the worksite; and the closing of streets and sidewalks; all as specified and directed by the Contract Documents including Maintenance of Traffic and Construction Phasing Contract Drawings.
B. The Contract Drawings detail the approved vehicle traffic and pedestrian control plan required for the Work. The Contractor shall prepare working drawings showing proposed traffic control devices and shall apply to the local jurisdictional agency for any permits necessary to work in the public right-of- way.
Any proposed changes to the indicated vehicle traffic control plan shall be shown on working drawings prepared by the Contractor and shall be submitted to the local jurisdictional agency for approval. A copy of the revised and approved drawings shall be transmitted to the Project Manager.
C. The Contract Drawings detail the SEPTA approved passenger control plan required for the Work. The Contractor(s) passenger control plan can be submitted with the work plan (Section 01010) and Site Specific Work Plan, if applicable.
Any proposed changes to passenger control plan shall be shown on working drawings prepared by the Contractor and shall be submitted to the Project Manager for SEPTA’s review.
1.02 RELATED WORK
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A. Section 01010: Summary of Work
B. Section 01060: Regulatory Requirements and Safety
C. Section 01300: Submittals
D. Section 01500: Construction Facilities and Temporary Controls
1.03 SUBMITTALS
A. The Contractor shall submit a Traffic Control Plan (TCP) to PennDOT and local Jurisdiction for approval (copy to Project Manager) before starting Work; submit an updated TCP every time it becomes necessary to modify traffic operation or undertake construction in accordance with the requirements of PennDOT Publication No. 203, "Work Zone Traffic Control". The TCP shall show and describe proposed locations and time durations of the following:
1. Pedestrian and public vehicular traffic routing.
2. Traffic blockage and lane reductions anticipated to be caused by construction operations.
3. Allowable on-street parking within immediate vicinity of worksite.
4. Access to buildings immediately adjacent to worksite.
5. Driveways which will, and those which will not, be blocked by construction operations.
6. Temporary traffic control devices required on streets and sidewalks affected by construction.
7. Temporary commercial and industrial loading and unloading zones.
8. Police Traffic Protection .
B. The Contractor shall submit a Passenger or Pedestrian Control Plan in accordance with the construction Phasing Drawings. All Passenger control signage shall be submitted to SEPTA for review prior to Fabrication.
1.04 QUALITY ASSURANCE
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A. Referenced Standards:
1. Commonwealth of Pennsylvania, Department of Transportation, PennDOT Standard Specifications, Publication 408, latest edition.
2. Commonwealth of Pennsylvania, Department of Transportation, Publication No. 203, Work Zone Traffic Control, latest edition
B. A color proof of all graphics must be reviewed by SEPTA prior to fabrication and use.
1.05 JOB CONDITIONS
A. At various times during the construction period, as defined in 1.03A8 above and/or as required by the day to day work; the Contractor shall be required to provide uniformed police officers to maintain traffic control within the construction area. The Contractor shall include the costs for all police traffic protection activities associated with the work in the price as bid for the Work. No extra costs will be considered for police protection during the Work of this Contract. The Contractor shall enter into an Agreement with the local jurisdiction to be directly reimbursed for furnishing the required police protection.
PART 2 - PRODUCTS
2.01 TEMPORARY TRAFFIC CONTROL DEVICES
A. The Contractor shall conform to the latest Regulations for Official Traffic Control Devices, 67 PA Code, Chapter 211; 67 PA Code, Chapter 203; and, if required, as follows:
1. PennDOT Pub. 408, Section 627.2, Temporary Concrete Barrier.
2. PennDOT Pub. 408, Section 962.2, Painting Traffic Lines and Markings.
B. Signs as required by the local jurisdiction.
C. Warning lights and flares; Capable of alerting approaching traffic to hazards, unsafe conditions, and variances to normal traffic patters.
D. High-rise warning flag unit: Have three flags mounted nine feet above the base.
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2.02 FLAGMEN SIGN
A. Twenty-four (24) inches, octagonal, and attached to a five-foot handle. One side of sign shall be a stop sign, and the other side of the sign shall be a slow sign.
B. Stop Sign shall have white reflectorized letters, not shorter than eight inches, spelling STOP on a reflectorized, red, octagonal background.
C. Slow Sign shall have black letters, not shorter than eight inches, spelling SLOW on a reflectorized, orange, diamond background. The area between diamond and edge of flagmen sign shall be black.
2.03 STATION CONTROL DEVICES
A. All signs shall be of commercial quality and shall conform to SEPTA’s graphic design standards. Submit all signs for review by SEPTA at least ten (10) working days in advance of any work that will disrupt pedestrian movement, disrupt transit operations, or necessitate closing of stairways, entrances, etc. Do not perform the work until the signs are in place.
PART 3 - EXECUTION
3.01 CONTROLLING VEHICULAR, PEDESTRIAN ACCESS AND FLOW ADJACENT TO WORKSITE /AND/OR STATION
A. Fabricate and install passenger control signage and other devices according to the approved passenger control plan.
B. Maintain each sign throughout the project in a “like new” condition, free of all unrelated signs, posters, painting, advertising and defacement of any kind. Replace signs as necessary to maintain them in the “like new” conditions.
C. Remove all signs from the site and repair damages when the temporary condition no longer is necessary or within 7 calendar days of notice from SEPTA.
END OF SECTION
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SECTION 01580 - PROJECT IDENTIFICATION SIGNS AND OTHER CONSTRUCTION SIGNAGE
PART 1 - GENERAL
1.01 DESCRIPTION
The work specified in this Section consists of furnishing and installing project identification signs and temporary construction signs as described below and required by the Contract Documentation.
1.02 RELATED SECTIONS
A. Section 01300 B. Section 01500 C. Section 01570 D. Attachment: SEPTA Starburst Sign
1.03 SUBMITTALS
A. In accordance with Section 01300, submit the following:
1. Shop drawings of each sign scheduled to be utilized during construction. Indicate materials, size, location, fonts and colors proposed for use.
2. After consultation with the Project Manager, submit the following sign information for review and approval by SEPTA.
a. Sketch and narrative description identifying the location, orientation and mounting height of each sign.
b. Total quantity of each sign to be utilized
c. Name, address, telephone number and key contact person of the company responsible for the fabrication of the sign.
3. Hardware and mounting details for erection of each sign.
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1.04 JOB CONDITIONS
A. Signs shall be commercial quality and proofs shall be approved by SEPTA prior to fabrication.
1. Install Project Identification Signs within forty-five (45) calendar days after the Notice to Proceed.
2. Temporary Signage
3. The No Trespassing Sign is to be installed within the Contractor’s Project compound and other areas to be determined by the Project Manager.
B. Non-project Signs:
Non project signs, such as business advertisements or labor union notices may be permitted subject to review by the SEPTA project Manager whose decision will be final.
PART 2 - PRODUCTS
2.01 PROJECT IDENTIFICATION SIGN MATERIAL
A. Sign Material
Cut sign base from a single 4’ x 8’ x ¾” thick, waterproof exterior. A-B grade plywood with a smooth, finished surface. Round edges to a 1/8” radius. Joints will not be permitted.
B. Mounting Material:
1. General: Provide mounting frames and hardware of such quality to be able to support the sign under all weather conditions for the duration of the project.
a. Unless surface mounted, support signs with frames constructed with painted pressure treated dimension lumber, or other approved non-conductive material, of sufficient size to brace against weather conditions.
b. Secure surface mounted signs using anchoring devices approved by SEPTA.
2. Hardware:
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a. Galvanized screws or bolts with galvanized nuts and washers.
b. Paint all hardware, visible in the finished assembly, to match the adjointing surface of the sign or mounting.
3. Posts:
Pressure treated dimensional lumber or other non-conductive material acceptable to SEPTA.
C. Paint:
1. Paint sign surfaces, posts and mounting frames with one coat of primer sealer and two coats of white semi-gloss enamel on all sides and edges.
2. Use paint manufactured for exterior use by a manufacturer acceptable to SEPTA.
D. Acceptable Fabricator: A company specializing in and having documented experience in the fabrication of graphic signs. Submit the fabricator’s credentials tot eh SEPTA Project Manager for approval before any fabrication.
E. SEPTA Project Sign:
1. Provide three (3) SEPTA Project Signs. Sample SEPTA Project Sign is shown on Sketch # SEPTA-1, attached at the end of this Section.
Size: 4’ x 6’
2. SEPTA will provide the Contractor with a proof copy of the information to be displayed on the SEPTA Project Sign at the Pre- Construction Meeting.
3. Obtain the services of a graphic sign company to transfer the information contained on the SEPTA provided computer disk onto 0.1 mm pressure sensitive vinyl with Weather-All Fluorinated Polyurethane Coating, or approved equal film. The vinyl shall be mounted onto the sign surface.
4. Do not include information on the SEPTA Project Signs except that contained on the computer disk provided by SEPTA.
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5. The Contractor is responsible for advising the Project Manager of any problems that occur during the production of the SEPTA Project Sign.
2.02 TEMPORARY SIGNS
A. Temporary signs are considered to be any sign not included in Article 2.01 above that is required to be erected during the construction phase of the project and removed at the completion of the construction phase of the project. These signs include, but are not limited to, Pedestrian Wayfinding signs, Field Office Signs, and Safety and instructional signs for workers and visitors. This section does not include signs utilized and required for the purpose of identifying public street traffic closures and/or detours.
1. Pedestrian wayfinding signs a. Each sign not to exceed 750 sq. in unless specifically required by the SEPTA Project Manager. b. Signs shall be black Helvetica bold letters on white background with key information in red. c. If vandalized, signs must be replaced at no cost to SEPTA. d. All signs must meet accessibility guidelines. e. Total sign count not to exceed six (6) signs per phase. f. If in satisfactory condition, signs may be reused phase to phase with approval of the SEPTA PM.
B. Field Office Signs:
1. Size: 4’ x 5’ wide.
2. Letter with black enamel paint, using block letters at least 4” high, with the Contract name. Contract number, and the words “CONTRACTOR’S FIELD OFFICE” or “SEPTA’S FIELD OFFICE” as appropriate with each word painted on a separate line.
3. Where the field offices to be identified are not readily visible from the work site entrance, paint a directional arrow on the sign and locate the sign near the entrance. In this case, provide additional signs of reduced size with the words “CONTRACTOR’S FIELD OFFICE” or “SEPTA’S FIELD OFFICE” as necessary to direct traffic to, and identify the field office location(s).
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C. No Trespassing Sign
1. Sign base will be white baked enamel aluminum, 12” wide, 18” high and .062” thick. Additional prints of two colors will be used; fire red and black. 1” boarder on the top and both sides and ½ “ boarder on the bottom.
2. Sign Information
a. 1” down from the top is a 10” wide x 2.75” high fire red block with reversed out white copy at 1.5” Helvetica. Med. Acct. A. K. Rev. M that reads: WARNING centered in caps.
b. 5” down from the top is the baseline for 0.75” Helvetica. Med. Acct. A. K. Rev. M, black copy to read: NO TRESPASSING centered in caps.
c. 8.75” down from top is the center of a 6” fire red outlined circle .5” thick with a diagonal 45 degree slash from the upper left to the lower right of the circle. Behind the circle and slash is a 4.5” pictograph of a walking pedestrian.
d. 13” down from the top is the baseline for 0.75” Helvetica. Med. Acct. A. K. Rev. M, in black copy to read: AUTHORIZED centered in caps.
e. 14.125” down from the top is the baseline for 0 .75 Helvetica. Med. Acct. A. K. Rev. M, in black copy to read: PERSONNEL ONLY centered in caps.
f. 16.5” down from the top is the baseline for 0 .375” Helvetica. Med. Acct. A. K. Rev. M, broken down in 4 lines of black copy to read:
All Others Will Be Prosecuted In Accordance With the Penalties Provided In Section 3503 OF The Pennsylvania Crimes Code.
Centered with initial caps.
g. 17.5” down from the top, flush right, is the base line for 0.5” SEPTA logo in black.
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3. Fasteners are not incorporated in the sign. Contractors can drill holes in the signs to mount them on fencing, walls, and barricades not to obstruct the message of the sign.
PART 3 - EXECUTION
3.01 INSPECTION
A. Prior to erection, examine all signs to verify that the size, material and wording is in accordance with the approved shop drawings.
B. Examine areas and conditions under which the signs are to be located. Prior to erection, notify the Project Manager of any conditions that may differ from the information identified on the sign submission.
3.02 INSTALLATION
A. Install signs in accordance with approved shop drawings and as directed by the Project Manager. Support all non-surface mounted signs on a minimum of two posts, anchored into the ground at a depth sufficient to provide rigid support of the sign during all weather conditions.
B. Provide Project Signs and SEPTA’s Field Office Signs at places designated by SEPTA.
C. No Trespassing signs shall be posted on every side at 40’ spacing on all temporary fences and walls, barricades and compound fencing.
D. Temporary Signs (if required):
1. Field Office Signs: Provide one sign for the Contractor’s field office to indicate the Contractor’s location.
2. Provide and install other temporary signs deemed necessary for the project by SEPTA .
E. Sign Maintenance: Maintain all signs throughout the course of construction from installation until contract completion, keeping them clean, free from graffiti, in good repair and free of obstruction. Provide and maintain adequate protection against weather so as to preserve all work, materials, equipment, apparatus, and fixtures free from injury or damage. Maintain all signs free of all unrelated signs, posters, painting, advertising and defacement of any kind. Within five days of notice, the Contractor shall clean, repair or replace signs as necessary to maintain them in a “like-new” condition.
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F. Within five days of final acceptance of the project by SEPTA, remove and dispose of all project identification and temporary signs. If any signs have disfigured a surface which is to become part of the final work, repair or replace the surface to the SEPTA Project Manager’s satisfaction. All costs for the removal and disposal of signs shall be borne by the Contractor.
END OF SECTION
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SECTION 01590 - SEPTA FIELD OFFICE
PART 1 - GENERAL
1.01 DESCRIPTION
A. At a location approved by the SEPTA Project Manager and within 60 calendar days after receipt of Notice to Proceed, the Contractor shall provide and maintain until completion of the Work a temporary field office for the occupancy and use of SEPTA and its employees, with a minimum of 240 square feet of usable area divided into two areas, and equipped as specified in this section. At the completion of the work the Contractor shall provide for the removal of the temporary field office.
1.02 RELATED WORK
A. Section 01010
B. Section 01500
1.03 SUBMITTALS
A. In accordance with Section 01300, submit within 21 calendar days after receipt of the Notice to Proceed, a plan detailing SEPTA’s Office and associated spaces including parking and a bill of materials of all required office equipment and supplies for the review of the Project Manager.
PART 2 - PRODUCTS
A. STANDARD EQUIPMENT
Answering Machine Armchairs Bookcases Chairs Coat Rack Coffee Maker Copying Machine Desks Desk Lamps Drafting Table Stools Drafting Tables/Supplies Fax Machine File Cabinets (fire resistant and lockable)
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Fire Extinguishers First Aid Kit Folding Chairs Folding Office Table General Office Supplies (i.e. staplers, pencils) HVAC (Air Conditioner) Microwave Office Lighting Plan storage rack Refrigerator (Small) Sanitary Facilities Storage Cabinets Telephone (s ) Thermometer (outdoor or ambient) Wastepaper Basket Water Cooler with appurtenances Work Tables Wall Clock Wall Board (Blackboard/s)
B. OPTIONAL EQUIPMENT
Desktop Calculators Gang Boxes Lockers Microcassette Recorder/Tape Players Radio and Accessories Typewriter Transits Chains Thermometer (Rail) Thermometer (Asphalt) Manuals (TBD)
PART 3 - EXECUTION
3.01 OFFICE
A. Weather tight, with barred windows and doors, each equipped with screens and adequate locking devices. Exterior doors shall be equipped with cylinder locks and dead bolts, both keyed alike with two keys and also provided with burglar-proof bars and locks across the doors.
B. Insulated exterior wall, ceilings and floors.
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C. Floor covered with resilient flooring material such as asphalt tile or linoleum.
D. Restroom with lavatory, toilet, soap holder, toilet paper, holders, paper towel dispenser, wastepaper basket, mirror, and hot and cold water supply, or restroom facilities commensurate with Contractor's own on- site facilities.
E. Sufficient lighting to provide a minimum of 100-foot candles at desk light uniformly in all areas.
F. Grounded duplex electrical receptacles around interior walls at approximately 10-foot spacing.
G. Automatically controlled heating and air-conditioning systems with thermostats, capable of maintaining the office at an ambient temperature ranging between 64 and 78 degrees F. The Contractor shall provide fuel and bear all costs in connection therewith.
H. The Contractor shall provide water, sewer, and electrical utility service as required.
I. The Contractor shall provide continuous telephone service within the field office and bear all costs in connection therewith, including long distance telephone charges until final completion and acceptance of the work. The Contractor shall provide as follows:
1. Project Manager: two separate phone lines on one unit.
2. One separate unit with two separate phone lines into the field engineer's area.
3. One telephone answering machine connected to Project Manager's line.
4. The Contractor shall provide, maintain and bear all associated costs for a broadband, high speed internet connection with speed of no less than 16 Mega Bits per Second (Mbps) download and 2 (Mbps) upload until final completion and acceptance of the work.
3.02 MAINTENANCE AND SERVICE:
A. The Contractor shall provide all electrical and telephone tie-ins for the field office and provide continuous maintenance of utility tie-ins during the construction period.
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B. The Contractor shall provide continuous maintenance during the construction period including daily janitorial service for offices and toilet facilities and provide toiletry supplies as necessary. The Contractor shall clean the windows bi-weekly.
C. The Contractor shall repair or refinish damaged areas as required.
D. The Contractor shall provide supplies for the copying machine for an average usage of approximately 400 copies per month.
E. The Contractor shall repair or replace the FAX machine and related equipment within 48 hours of becoming inoperable or defective.
F. The Contractor shall pay cost of all utilities including long distance telephone usage.
3.03 SEPTA PARKING
A. The Contractor shall provide a minimum of six (6) parking spaces at the trailer location for SEPTA's use.
3.04 SECURITY
A. The Contractor shall guard against unauthorized or illegal entry and protect the field office against vandalism, theft and mischief. The Contractor shall be responsible for the replacement and/or compensation for any item owned by the SEPTA or its employees, which are related to the subject work, removed or damaged as the result of vandalism, theft, mischief or illegal entry to the field office.
3.05 REMOVAL
A. Upon project completion, the Contractor shall remove temporary field office and appurtenances from the worksite.
END OF SECTION
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SECTION 01600 - MATERIAL AND EQUIPMENT
PART 1 GENERAL
1.01 DESCRIPTION
Work of this section includes:
A. Manufacturer’s Recommendations B. Fulfilling SEPTA sustainability goals and the reuse of materials C. Transportation and handling D. Storage and protection E. Repairs and replacements F. Product options
1.02 RELATED WORK
A. SEPTA Agreement,
B. Section 01010: Summary of Work
C. Section 01060: Regulatory Requirements and Safety
D. Section 01300: Submittals
E. Section 01400: Quality Requirement
1.03 SUBMITTALS
NOT USED
1.04 QUALITY ASSURANCE:
A. The Contractor shall include in its Quality Assurance Program all procedures that are required to assure the proper handling, storage and installation of all materials and equipment.
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installation of any non-conforming material. Merely obtaining clearance for non-conforming material through the submittal process, even if the country or origin is stated, shall not be interpreted as providing this relief.
C. The contractor shall turn over copies of all bills of lading, packing slips, labels, quality assurance test results and other information which establishes that materials delivered to the job site are consistent with the requirements of the construction documents to the SEPTA PM.
D. The contractor shall maintain on site a copy of storage and installation instructions and Material Safety Data Sheets for all materials being used in the project.
1.05 MANUFACTURERS' RECOMMENDATIONS:
The Contractor shall comply with manufacturers' recommendations on product handling, storage, and protection except as noted in the Contract Documents or otherwise approved by SEPTA.
If the contract documents deviate from any manufacturer’s recommendations for material utilization and/or installation, the contractor shall bring this to the attention of the SEPTA Project Manager and obtain clarification before proceeding.
1.06 FULFILLING SEPTA SUSTAINABILITY GOALS AND THE REUSE OF MATERIALS
A. For materials identified elsewhere as required to meet specific sustainability goals, the contractor will keep all documentation necessary to establish that specific materials were used in a manner which meets these requirements.
B. The Contractor shall not reuse materials and equipment found on the existing premises, except as specifically called for by the Contract Documents or as approved through the change order process. If materials are called to be reused, their use shall be documented to the satisfaction of the SEPTA Project Manager and in sufficient detail to fulfill all sustainability documentation requirements.
1.07 TRANSPORTATION AND HANDLING
A. The Contractor shall transport and handle products in accordance with manufacturer's instructions. Excessive damage during transport and unloading, as judged by the SEPTA PM, may be grounds for rejection of that material.
B. The Contractor shall promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are
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undamaged.
C. The Contractor shall provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.
D. The Contractor shall deliver and have delivered products to the job site in their manufacturer's original container, with labels intact and legible.
1. The Contractor shall maintain packaged materials with seals unbroken and labels intact until time of installation.
2. The Contractor shall promptly remove damaged material and unsuitable items from the job site, and promptly replace with material meeting the specified requirements, at no additional cost to SEPTA.
E. SEPTA may reject, as non-complying, material and products that do not bear satisfactory identification as to manufacturer, country of origin, grade, quality, and other pertinent information.
1.08 STORAGE AND PROTECTION
A. The Contractor shall store and protect products in accordance with manufacturers' instructions, with seals and labels intact and legible.
B. The Contractor shall store sensitive products in weather tight, climate controlled enclosures.
1. Material subject to moisture damage as defined in the International Green Construction Code (IGCC) shall be inspected by an approved agency in conformance to the IGCC. Any material which has sustained damage per the IGCC will be repaired or replaced at the discretion of the SEPTA project Manager at no cost to SEPTA.
C. For exterior storage of fabricated products which are intended for exterior installation; the Contractor shall provide above ground sloped supports as a minimum storage strategy. Components shall be appropriately protected from the weather. This storage is subject to the approval of the SEPTA PM.
D. The availability of laydown areas may be limited. Unless otherwise directed by the contract documents, the Contractor shall make off-site arrangements for storage, staging, and deliver material to the site as required to not affect work progress of other contractors and/or create unsafe conditions.
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E. The Contractor shall protect all finished surfaces and equipment.
F. The Contractor shall provide protection for finished floor surfaces prior to allowing equipment or materials to be moved over such surfaces.
G. The Contractor shall maintain finished surfaces and equipment clean, unmarred, and suitably protected until final acceptance by SEPTA.
1.09 REPAIRS AND REPLACEMENTS :
A. In event of damage, the Contractor shall promptly make replacements and repairs at no additional cost to SEPTA. Do not install damaged material.
B. Additional time required to secure replacements and to make repairs will not be considered by SEPTA as justification for extension to contract time.
1.10 PRODUCT OPTIONS & SUBSTITUTIONS
A. If a product becomes unavailable during the construction process, the contractor must submit an alternative following the normal submittal review process in Section 01300. Under no circumstances may a contractor install an alternate material from that which was submitted, no matter how closely the substitute resembles the original, without the written permission of the SEPTA PM.
END OF SECTION
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SECTION 01700 - CONTRACT CLOSEOUT
PART 1 - GENERAL
1.01 DESCRIPTION
A. This Section specifies the requirements for closing out the Contract and supplements requirements specified in Paragraph XII of the Agreement.
B. Contract closeout is the term used to describe the collective requirements that are to be fulfilled at the end of the Contract term in preparation for final acceptance and occupancy of the Work by SEPTA, as well as final payment to the Contractor and the completion of the Contract.
C. Prior to the completion of the whole project, and at the discretion of the SEPTA PM, a Certificate of Substantial Completion may be issued for portions of the Work completed to the full satisfaction of SEPTA in accordance with 1.03 below.
1.02 RELATED DOCUMENTS
A. Agreement
B. Section 01710: Final Cleaning
C. Section 01720: Project As-Built Documents
D. Section 01810: Commissioning of System
1.03 PREREQUISITES TO SUBSTANTIAL COMPLETION
A. General: The Contractor shall complete the following before requesting the Project Manager's inspection for certification of substantial completion for the Work of the Contract. The Contractor shall list known exceptions in the request.
1. In the progress payment request that coincides with, or is the first request following the date substantial completion is claimed, activities should be either 100 percent complete for the portion of the Work claimed as "substantially complete," or provide a list of incomplete items, the value of incomplete Work, and reasons for the Work being incomplete. Include supporting documentation for completion as indicated in the Contract v.15-04 Contract Closeout 01700-1
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Documents.
2. Submit written certification to the Project Manager that the project, or designated portion thereof, is substantially complete.
3. Submit the list of items to be completed or corrected and material delivery dates of major items, as applicable.
4. Advise SEPTA of pending insurance change-over requirements.
5. All contract record documents, maintenance manuals, warranties, and bonds shall be submitted as defined in the Agreement and Sections 01720, 01750, and 01830 (if applicable).
6. Obtain and submit releases enabling SEPTA full, unrestricted use of the Work and access to services and utilities. Where required, include occupancy permits, operating certificates and similar releases.
7. Deliver any access tools and material stock as required and further defined in Section 01830.
8. Change out locks, transmit keys and transfer security provisions if required by the Specifications as defined in Section 01650.
9. Start up testing and demonstration of equipment and systems shall be completed as specified in Section 01810.
10. Discontinue or change over and remove temporary facilities and services from the project site as directed by the Project Manager along with construction tools and facilities, mock-ups, and similar elements.
11. Touch up and otherwise repair and restore marred exposed finishes.
12. All building operations, maintenance and owner education instructions for the SEPTA's personnel shall be completed as defined in Section 01830 and in the International Green Construction Code.
13. Add other specific requirements.
B. Inspection Procedures: Upon receipt of the Contractor's request and submittal for inspection, the Project Manager will either proceed with inspection or advise the Contractor of unresolved prerequisites.
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certificate will be issued. The Project Manager will repeat the inspection when requested and when assured that the Work has been completed.
SEPTA reserves the right to halt inspections at any time if in the opinion of the SEPTA PM, the incomplete items of work are either too numerous or too complex to qualify the project as substantially complete.
2. Results of the completed inspection will form the initial "punch list" for final acceptance but this list may be modified at the discretion of the SEPTA PM.
3. The "punch list" shall include a reasonable time period to effectuate the work, which is mutually agreed upon by all parties.
1.04 PREREQUISITES TO FINAL ACCEPTANCE
A. General: The Contractor shall complete the following before requesting the Project Manager's final inspection for certification of final acceptance and final payment as required by the Agreement, specifically sections regarding the Contractor and Payment and Completion. The Contractor shall list known exceptions, if any, in the request.
1. Submit the final payment request with final releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required.
2. Submit an updated final statement to account for final additional changes to the Contract sum.
3. Submit a Certified copy of the Project Manager's final "punch list" which documents all work which has been completed.
4. Submit final meter readings for utilities, a measured record of stored fuel and similar data as of the date of Substantial Completion or as of the date SEPTA took possession of and responsibility for corresponding elements of the Work, if required.
5. Submit Consent of Surety. Affidavit of Payments of Debts and Claims, Affidavit of Release of Liens. General Release by Trade Contractor of Owner, Guarantee against Defects, any Warranties and Maintenance Bonds. Any special documentation such as copy of Engineer or DER Permits or Certification of Occupancy.
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complies with insurance requirements.
7. Submit any remaining record documents and drawings, maintenance manuals, final project photographs, damage or settlement survey, property survey, and similar final record information and as defined in the International Green Construction Code. 8. The Contractor shall also issue final project records in an electronic format. Electronic files shall be in a format approved by the SEPTA PM for each specific item. Electronic files shall be organized and named per applicable section or naming protocol as provided by the SEPTA PM. 9. The SEPTA PM may elect progressive submissions of specific listed items during the course of the work. Electronic files shall be created for the following items:
Submittals Construction Permits Certificate of Use and Occupancy As-Built Drawings Manufacturer’s OEM manuals. Manufacturers’ Warrantees Construction Photographs Approved Shop Drawings Testing Service Results Concrete Delivery Forms Steel Certifications UL Inspections Survey Log Records Drilling log Records All Engineering, design and calculations Documentation required by regulatory requirements. Soil Management documentation including but not limited to Testing results, Soil disposal documentation, chain of custody and permissions, & Disposal records Accident Reports.
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B. Reinspection Procedure: The Project Manager will re-inspect the Work upon receipt of the Contractor’s notice that the Work, including “punch list” items resulting from earlier inspections, has been completed except for those items whose completion has been delayed because of circumstances that are acceptable to the Project Manager.
1. Upon completion of reinspection, the Project Manager will either prepare a Certificate of Final Acceptance or will advise the Contractor of Work that is incomplete or of obligations that have not been fulfilled but which are required for final acceptance. SEPTA reserves the right to halt inspections at any time if it becomes apparent that the incomplete items of work are either too numerous or too complex to qualify the project as substantially complete.
2. If necessary, the reinspection procedure will be repeated .
END OF SECTION
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SECTION 01710 - FINAL CLEANING
PART I - GENERAL
1.01 DESCRIPTION:
The section details work for preparing the site and/or facility for substantial completion.
1.02 RELATED WORK
A. Section 01500: Construction Facilities and Temporary Controls
1.03 SUBMITTALS
In accordance with Section 01300 provide information on the proposed cleaning materials and chemicals for the review of the SEPTA Project Manager including but not limited to MSDS Sheets.
1.04 QUALITY ASSURANCE:
A. In addition to the standards described in this Section, the Contractor shall comply with pertinent requirements of governmental agencies having jurisdiction. B. "Clean," for the purpose of the Article, and except as may be specifically provided otherwise, shall be interpreted as meaning the level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials. C. For any finishes, SEPTA may require a sample test area be cleaned to insure compatibility and to set a standard for final appearance.
PART II - PRODUCTS
2.01 CLEANING MATERIAL AND EQUIPMENT:
The Contractor shall provide required personnel, equipment, and materials needed to achieve the specified standard of cleanliness.
2.02 COMPATIBILITY :
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A. The Contractor shall use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material and acceptable to SEPTA.
B. The Contractor shall replace surfaces damaged from improper use of material and/or cleaning methods at no cost to SEPTA.
PART III - EXECUTION
3.01 FINAL CLEANING:
A. The Contractor shall, prior to turning over the substantially completed area to SEPTA maintenance, remove from the area all tools, surplus materials, equipment, scrap, debris, and waste. If any of the Contractor's work continues in the substantially completed area, the Contractor shall continue the cleaning specified in Section 01500 . Schedule a final cleaning date as approved by SEPTA with sufficient time for a post- cleaning inspection walk through with the SEPTA PM and a contractor’s representative.
B. Site:
1. Unless otherwise specifically directed by SEPTA, the Contractor shall sweep grade areas within the contract limit and paved areas adjacent to the site.
2. The Contractor shall completely remove resultant debris.
3. The Contractor shall remove graffiti from all surfaces and restore surface to original condition.
C. Structures
1. The Contractor shall visually inspect all existing and finished surfaces and remove all traces of soil, waste materials, smudges, graffiti and other foreign matter.
2. The Contractor shall remove all traces of splashed materials from structure within contract limit and from adjacent surfaces.
3. If necessary to achieve a uniform degree of cleanliness, the Contractor shall wash the exterior of the structure with high pressure detergent.
4. In the event of stubborn stains not removable with detergent, the
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Contractor shall utilize other cleaning methods (including light particle blasting if needed) subject to SEPTA’s written approval and at no additional cost to SEPTA.
5. The Contractor shall remove paint droppings, spots, stains and dirt from existing and finished surfaces.
6. The Contractor shall clean existing and new glass surfaces and frames, both inside and outside before and after applying anti- vandal film to surfaces as called for in the contract.
D. Finished Surface:
1. The Contractor shall remove all labels and tags, which are strictly used for the convenience of manufacturing, assembly, installation and identification. Remove all label residue.
2. The Contractor shall clean glass and glazing to a polished condition. Remove substances, which are noticeable on surfaces. Replace any broken glass and damaged transparent materials.
3. The Contractor shall clean stainless steel surfaces (including screens) of all foreign material. Use cleaners as recommended by the manufacturer and approved by SEPTA.
4. The Contractor shall clean existing and new tile surfaces including the grout joints to a dirt and graffiti free condition.
E. Equipment & Lighting:
1. The Contractor shall wipe surfaces of all mechanical and electrical equipment including system components to a dirt free condition. Touch up the painted surfaces to match with the overall finish of the equipment/system component.
2. Insure that the equipment and system components are properly identified as required by the Contract Documents, and applicable codes. Confirm that all cover plates are installed properly and locked if applicable. Missing or broken cover plates and those which don’t fit and lock properly must be replaced.
END OF SECTION
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SECTION 01720 - PROJECT AS-BUILT DOCUMENTS
PART I - GENERAL
1.01 DESCRIPTION
A. The Contractor, throughout progress of the Work, shall maintain an accurate record of changes to the Contract Drawings and Specifications.
B. The Contractor shall at the time of substantial completion, but prior to requesting release of retainage, transfer the changes to a set of Final As- Built Documents, which shall include an As-Built set of Construction Drawings and an annotated set of Specifications.
C. The Contractor shall in addition to the defined requirements to provide paper copies, also provide approved Final As-Built Documents in an electronic format for SEPTA’s future use. The format of these electronic files shall be approved by the SEPTA PM prior to submission.
1.02 RELATED WORK
A. Documents affecting work of this Section include, but are not necessarily limited to, the Agreement and Division 1 of these Specifications.
B. Other requirements affecting Project As-Built Documents may appear in other pertinent sections of these Specifications.
1.03 SUBMITTALS
The Contractor shall comply with pertinent provisions of Section 01300.
1.04 QUALITY ASSURANCE
A. Accuracy of Records:
1. The Contractor shall thoroughly coordinate changes within the As-Built Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that investigations to determine actual installed items may rely reasonably on information obtained from the
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approved Final Record Documents.
B. The Contractor shall make entries on the As-Built Documents on a weekly basis to include all changes to the Work performed during the last week to confirm they are an accurate representation of the As-Built conditions.
C. The Contractor shall transfer "job set" information to a set of Final As- Built Documents in a neat and professional manner.
1.05 PRODUCT HANDLING
The Contractor shall maintain the “job set” of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the Final As-Built Documents.
PART II - PRODUCTS
2.01 RECORD DOCUMENTS
A. Job Set:
Following receipt of SEPTA's Notice to Proceed, the Contractor, shall secure from SEPTA one complete set of all drawings and specifications comprising the Contract Documents. This “job set” will be maintained at the site to record all As-Built changes.
B. Final As-Built Documents:
The Final As-Built Documents are to include:
1. Updated As-Builts of the original Contract Drawings.
2. Additional As-Built Drawings as necessary, to describe changes during the Contract period that could not be included on the original contract drawings.
3. Annotated Specifications to include Contract Specifications with all changes made during the Contract period.
4. “As installed” versions of same size drawings of all fabrication, detail and installation drawings.
PART III - EXECUTION
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3.01 MAINTENANCE OF JOB SET
A. The Contractor shall, immediately upon receipt of the job set described in Paragraph 2.01, A. above, identify each of the Documents with the title "AS-BUILT DOCUMENTS - JOB SET."
B. Preservation:
1. The Contractor shall devise a suitable method for protecting the As- Built Job Set (job set) in consideration of the Contract duration, the probable number of occasions upon which the job set must be taken out for new entries and for examination; the transfer of information on Final As-Build Documents; and the conditions under which these activities will be performed.
2. The Contractor shall not use the job set for any purpose except entry of new data, for review by SEPTA and for the transfer of data to Final As-Built Documents.
3. Maintain the job set at the site of Work.
C. Making entries on Drawings:
1. The Contractor shall utilize an erasable colored pencil (not ink or indelible pencil) to clearly describe the change by graphic line and note as required.
2. The Contractor shall date all entries.
3. The Contractor shall call attention to the entry by a "cloud" drawn around the area or areas affected.
4. The Contractor shall in the event of overlapping changes, use different colors for the overlapping changes.
D. Revisions:
1. The Contractor shall transfer all changes to respective Specifications and/or Drawings set (if appropriate) immediately, as the change is approved.
2. The Contractor shall make appropriate entries in the drawings as soon as the change is incorporated in the field.
E. Conversion of schematic layouts:
1. The Contract drawings may indicate arrangements of conduits, v.15-04 Project As-Built Documents 01720-3 April 20, 2016 Frazer Yard Equipment Draft
circuits, piping, ducts, and similar items shown schematically, and is not intended to portray precise physical layout.
Final physical arrangement is determined by the Contractor, subject to SEPTA's written approval. However, design of future modifications of the facility requires accurate information as to the final physical layout of items, which must be schematically shown on the Final As-Built Drawings.
2. Show on the job set of As-Built Drawings, by dimension accurate to within English Dimensioning Standards, the centerline of each run of items such as are described in subparagraph 3.01E.1 above.
a. The Contractor shall clearly identify the item by accurate note such as "cast iron drain", "galv. conduit," and the like.
b. The Contractor shall show, by symbol or note, the vertical location of the item ("under slab," "in ceiling plenum," "exposed," and the like).
c. The Contractor shall make all identification sufficiently descriptive that it may be related reliably to the Specifications.
3.02 FINAL PROJECT RECORD INFORMATION
A. The purpose of the Final Project As-Built Documents is to provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modifications of the Work to proceed without lengthy and extensive site measurement, investigation, and examination.
B. Accuracy of Record Data Prior to Transfer:
The Contractor is solely responsible for accurate transfer of all field changes and preparing additional reproducible drawings and specification pages.
C. Transfer of Data to Drawings:
1. The Contractor shall carefully transfer change data shown on the job set to the Final As-Built Documents coordinating the changes as required.
2. The Contractor shall clearly indicate at each affected detail and master drawing a full description of changes made during construction, and the actual location of items.
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3. The Contractor shall call attention to each entry by drawing a "cloud" around the areas affected.
4. The Contractor shall make changes neatly, consistently, and with the proper media to assure longevity and clear reproduction.
5. The Contractor shall prepare additional reproducible drawings in the same size as the original contract drawings for changes to details (including installation and fabrication drawings) incorporated in the construction that could not be corrected on the As-Built drawings. These drawings shall be adequately identified and cross-referenced with pertinent Drawing(s) to make it part of the Final As-Built Documents.
D. Transfer of Data to Specifications:
The Contractor shall accurately and legibly transfer all information from job set to Final Annotated Project Record Specifications Set.
E. Review and Submittal:
1. The Contractor shall submit the completed set of Final As-Built Documents to SEPTA.
2. The Contractor shall participate in review meetings as required.
3. The Contractor shall make required changes and promptly deliver the Final Project As-Built Documents to SEPTA.
4. The Contractor shall sign each sheet of the record drawings, certifying that they are an accurate representation of the As-Built condition.
5. The Final approved set of As-Built Documents shall in conveyed as one (1) paper copy and one (1) copy of the electronic sets.
3.03 CHANGES SUBSEQUENT TO ACCEPTANCE
A. The Contractor has no responsibility for recording changes in the Work subsequent to Final Completion, except for changes resulting from work performed under Warranty.
END OF SECTION
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SECTION 01810 - COMMISSIONING OF SYSTEMS
PART 1 - GENERAL
1.01 DESCRIPTION
A. Start-Up Systems
B. Demonstration and Instructions
C. Testing, adjusting, and balancing
1.02 RELATED SECTIONS
A. Section 01400: Quality Requirements
B. Section 11000: General Equipment Requirements
C. Section 11135: Tandem Underfloor Wheelset System
1.03 SUBMITTALS
A. In accordance with Section 01300 furnish for SEPTA’s Project Manager review the following:
1. Schedule for all Start-up Testing 2. Testing Program 3. Schedule for Instruction
1.04 SYSTEMS START-UP
A. The Contractor shall coordinate schedule for start-up of various equipment and systems.
B. The Contractor shall notify SEPTA 7 calendar days prior to start-up of each item.
C. The Contractor shall verify that each piece of equipment or system has been checked for proper control sequence, or for other conditions which may cause damage.
D. The Contractor shall verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer.
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E. The Contractor shall verify wiring and support components for equipment are complete and tested.
F. The designer of record and/or approved SEPTA Personnel shall execute start-up with the participation of applicable manufacturer's representative and Contractors' personnel in accordance with manufacturers' instructions and the provisions of the International Green Construction Code.
G. The Contractor shall require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation.
1.05 DEMONSTRATION AND INSTRUCTIONS
A. The Contractor shall demonstrate operation and maintenance of equipment and/or systems to SEPTA's personnel (#TBD) weeks prior to date of (final inspection).
B. The Contractor shall demonstrate project equipment and shall provide, at no additional cost, instruction and an instructor to SEPTA employees in a classroom environment located at (#TBD). The Contractor shall provide a qualified (specify qualifications) manufacturer's representative as an instructor who is knowledgeable of both the equipment and project.
C. The Contractor, for equipment or systems requiring seasonal operation, shall perform demonstration for other season within (#TBD) months after the initial demonstration and commissioning.
D. The Contractor shall utilize manufacturer’s operational and maintenance manuals as basis for instruction. The contents of manuals shall be reviewed with SEPTA in detail to explain all aspects of operation and maintenance.
E. The Contractor shall demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment at (scheduled) or (agreed time) (#TBD), at (designated) location.
F. The Contractor shall prepare and insert additional data in operations and maintenance manuals when the need for additional data becomes apparent during instruction.
G. The amount of time required for instruction on each item of equipment
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and system may be specified in individual sections or in this paragraph .
1.06 TESTING, ADJUSTING, AND BALANCING
A. The Contractor shall employ the services of an independent firm to perform testing, adjusting, and balancing under the direction of the designer of record and/or approved SEPTA personnel as part of the commissioning process.
B. The independent firm will perform services specified in Section (15990.) (and) ( ) (or as applicable).
C. Reports will be submitted by the independent firm to SEPTA and the contractor indicating observations and results of tests and indicating compliance or non-compliance with the requirements of the Contract Documents. The Contractor shall be responsible for submitting these reports to the Project Manager.
END OF SECTION
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SECTION 01830 - OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.01 DESCRIPTION
A. Format and Content of Manuals
B. Instruction of SEPTA Personnel
C. Schedule of Submittal
1.02 RELATED WORK
A. Section 01300: Submittals
B. Section 01400: Quality Requirements
C. Section 01410: Testing Laboratory Services
D. Section 01600: Material & Equipment
E. Section 01700: Contract Close Out
F. Section 01720: Project As-Built Documents
1.03 SUBMITTALS
A. Submit operations and maintenance manuals for each machinery and equipment item as follows:
1. #TBD copy of sample format and outline of contents in draft form with the equipment shop drawings.
2. #TBD copy of complete manual in final form on equipment delivery date for review and comment by SEPTA.
3. #TBD copies of approved manual after the equipment is installed and ready to test.
4. In addition to the paper copies required elsewhere in this section, all documents, after final approval, will be submitted in an electronic format as approved by the SEPTA PM.
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or
1. (#TBD) copies of preliminary draft or proposed formats and outlines of contents before start of Work. SEPTA will review draft and return one copy with comments.
2. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit documents with (#TBD) days after acceptance.
3. (#TBD) copy of completed submittal (#TBD) days prior to final inspection. This copy will be reviewed and returned (after final inspection), with SEPTA comments. Revise content of all document sets as required prior to the final submission.
4. (#TBD) sets of revised final volume in final form with (#TBD) days after final inspection.
5. In addition to the paper copies required elsewhere in this section, all documents, after final approval, will be submitted in an electronic format as approved by the SEPTA PM.
1.04 QUALITY ASSURANCE
A. Prepare instructions and data by personnel experienced in maintenance and operation of described products.
B. General Requirements for Manuals:
1. Prepare manuals written in clear grammatical English.
2. Manuals furnished may be manufacturer’s standard publications in regard to size and binding provided they comply with specified requirements relative to quantity and quality of information data.
3. Bind manuals within hard or flexible covers. Make illustrations clear, and printed matter, including dimensions and lettering on drawings, easily legible. If reduced drawings are incorporated into manuals, heavy-up original lines and letters as necessary to retain their legibility after reduction. Larger drawings may be folded into manuals to page size.
C. Prepare manuals using the following materials:
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1. Loose leaf, on 60-pound, three hole punched paper.
2. Holes reinforced with plastic cloth.
3. Page size, 11 x 8 ½ (if available) or 280 mm x 215 mm.
4. Foldout diagrams and illustrations.
5. Reproducible by dry-copy xerography method.
6. Oil, moisture and wear-resistant plastic covers.
1.05 FORMAT
A. The Contractor shall prepare data in the form of an instructional manual which conforms to the requirements of the International Green Construction code and as outlined below.
(Specify type, number, volume, and quality of manuals and contents e.g.)
Clearly identify each manual through the front cover with at least the following information:
(*description of manual) (description of equipment or systems)
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY CONTRACT (NAME & PO #)
(Name of Contractor)
Date: (#TBD )
B. The Contractor shall prepare a Table of Contents for each volume, with each product or system description identified, in three parts as follows:
1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect/Engineer, Contractor, subcontractors, and SEPTA Personnel including Operations. (If applicable).
a. Title page: Include the name and function of the equipment and manufacturers
b. Table of Contents, in numerical order listing all sections and subsection titles of included diagrams and drawings.
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c. Index, in alphabetical order.
d. Front piece: Recognition illustration of the equipment described in the O&M Manual.
2. Part 2: Operation and maintenance instructions, arranged by (system) (process flow) and subdivided by (specification section) (#TBD). For each category, identify names, addresses, and telephone numbers of subcontractors and suppliers. Identify the following:
a. Significant design criteria
b. List of equipment, (including the below if applicable)
Manufacturer’s literature describing each piece of equipment including major assemblies and subassemblies, and giving manufacturer’s model number drawing number.
c. Parts list for each component . (Information may include)
1) Manufacturer’s literature describing each piece of equipment including major assemblies and subassemblies, and giving manufacturer’s model number and drawing number.
2) “Long-Lead-Time” spare parts list for all spare parts not readily available on the open market or for which it is anticipated ordering and delivery time will exceed (#TBD) days.
3) Complete list of parts and supplies, with current unit prices and sources of supply.
4) List of parts and supplies that are either normally furnished at no extra cost with purchase of equipment, or specified herein to be furnished as part of Contract.
5) List of nearest local suppliers for all equipment parts.
d. Operating Instructions (Information may include the following).
1) Operation instructions including step-by-step preparation for starting, operation, shutdown and draining, and emergency requirements.
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2) Control diagrams, as installed by the manufacturer.
3) Sequence of operation by the control manufacturer.
4) Wiring diagrams, as installed by the manufacturer.
5) Diagrammatic location, functions and tag numbers of each valve.
e. Maintenance instructions for equipment and systems.
1) Maintenance instruction: Include step-by-step procedures for inspection, operation checks, cleaning, lubrication, adjustments, repair, overhaul, disassembly, and reassemble of the equipment for proper operation of the equipment. Include list of special tools, which are required for maintenance with the maintenance information.
2) Possible breakdowns and repairs.
3) Lubrication schedule indicating type and frequency of lubrication.
f. Maintenance instructions for (#TBD) finishes, including recommended cleaning methods and materials, and special precautions identifying detrimental agents.
3. Part 3: Project documents and certificates, including the following:
a. Shop drawings and product data
b. Air and water balance reports
c. Certificates
d. Photocopies of warranties (and bonds).
e. Appendix: Include safety precautions, a glossary, and, if available at time of submittal, copies of test reports, and other relevant material not specified to be submitted.
1.06 CONTENTS, EACH VOLUME
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A. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Architect/Engineer, Sub-consultants, and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume.
B. For Each Product or System: List names, addresses and telephone numbers of Sub-contractors and suppliers, including local source of supplies and replacement parts.
C. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information.
D. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Project As-Built Documents shall not be used as maintenance drawings.
E. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer’s instructions specified in Sections (01400,) (TBD).
1.07 MANUAL FOR MATERIALS AND FINISHES
A. Building Products, Applied Materials, and Finishes: Include product data, with catalog number, size, composition, and color and texture designatures. (Provide information for re-ordering custom manufactured Products.)
B. Instructions for Care and Maintenance: Include manufacturer’s recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance.
C. Moisture Protection and Weather Exposed Products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair.
D. Additional Requirements: As specified in individual Product specification sections.
E. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data.
1.08 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Each item of Equipment and each system: Include description of unit or
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system, and component parts. Identify function, normal operating characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and model number of replaceable parts.
B. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications; (typed.) (by label machine.)
B. Include color-coded wiring diagrams as installed.
C. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shutdown, and emergency instructions. Include summer, winter, and any special operating instructions.
E. Maintenance Requirements: Include routine procedures and guide for trouble-shooting, disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.
F. Provide servicing and lubrication schedule, and list of lubricants required.
G. Include manufacturer’s printed operation and maintenance instructions.
H. Include sequence of operation by controls manufacturer.
I. Provide original manufacturer’s parts list, illustrations, assembly drawings, and diagrams required for maintenance.
J. Provide control diagrams by controls manufacturer as installed.
K. Provide Contractor’s coordination drawings, with color-coded piping diagrams as installed.
L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams.
M. Provide list of original manufacturer’s spare parts, current prices, and recommended quantities to be maintained in storage.
N. Include test and balancing reports as specified in Section (01400, or applicable).
O. Additional Requirements: As specified in individual Product specification sections.
P. Provide a listing in Table of Contents for design data, with tabbed (fly sheet)
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(indexed) and space for insertion of data.
1.09 INSTRUCTION OF SEPTA PERSONNEL
A. The contractor is responsible for creating a Building Owner Education Manual in conformance with the International Green Construction Code.
B. Before final inspection, instruct SEPTA designated personnel in operation, adjustment, and maintenance of products, equipment, and systems, at agreed upon time.
C. For equipment requiring seasonal operation, perform instructions for other seasons with (#TBD) months.
D. Use operation and maintenance manuals as basis for instruction. Review contents of manual with personnel in detail to explain all aspects of operation and maintenance.
E. Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instruction.
END OF SECTION
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SECTION 11000 - EQUIPMENT GENERAL REQUIREMENTS
PART 1 - GENERAL
1.01 GENERAL PROVISIONS
A. Attention is directed to the CONTRACT and SPECIAL TERMS AND CONDITIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications. B. Definition of Terms Used in this Specification Section: 1. Manufacturer: The firm responsible for design, manufacture, delivery, installation and commissioning of the equipment. Referred to elsewhere in Advance Procurement Invitation for Bid (IFB) documents as the “Contractor” for contractual purposes. 2. Installer: The Manufacturer and any licensed subcontractors acting under its direction and supervision. 3. Construction Contractor or Contractor: The general contractor responsible for construction of the overall Frazer Maintenance Facility Expansion (also referred to herein as the Shop), having specific responsibilities related to the equipment as detailed herein.
4. Engineer: SEPTA or their designated Engineer.
1.02 SECTION INCLUDES:
A. Provide where shown on drawings equipment as specified, complete and ready for operation. Each item shall be specifically designed for the intended function. Provide necessary accessories, items of equipment, mechanical, electrical, and structural items, whether specified or not, for properly installed and functional equipment.
B. Equipment shall be suitable for installation in the space allocated on the drawings and operation with the available building utilities.
C. In all cases where a device or part of the equipment is referred to in the singular number, it is intended that such reference shall apply to as many such devices as are required to complete the installation.
D. Remove, relocate and repair any items necessary for the proper installation of the equipment at no extra cost to SEPTA.
E. Related Sections:
1. 11135 Underfloor Tandem Wheel Lathe
EQUIPMENT GENERAL REQUIREMENTS 11000-1 April 18, 2016 Frazer Shop & Yard Expansion Final
1.03 MEASUREMENT AND PAYMENT
A. Separate measurement or payment will not be made for work required under this Contract Specifications Section. All costs in connection with the work specified herein will be considered to be included with the related items of work in the Bid Schedule of the Bid Form or incidental to the Work.
1.04 REFERENCES
A. All equipment shall be manufactured and set up in accordance with all industrial and safety standards that apply to the work.
B. Industry Standards
1. AISC American Institute of Steel Construction
2. AREMA American Railway Engineering and Maintenance of Way Association
3. AAR Association of American Railroads
4. ASME American Society of Mechanical Engineers
5. ASTM ASTM International (formerly American Society of Testing and Materials)
6. NEMA National Electrical Manufacturers Association
7. AWS American Welding Society
8. UL Underwriters Laboratory
9. IEEE Institute of Electrical and Electronics Engineers
10. ABMA American Bearing Manufacturers Association
C. Safety and Governmental Standards:
1. OSHA Occupational Safety and Health Administration
2. ANSI American National Standards Institute
3. NEC National Electric Code
4. NFPA National Fire Protection Association
5. SAE Society of Automotive Engineers
D. All applicable Federal, state, and local codes and regulations:
EQUIPMENT GENERAL REQUIREMENTS 11000-2 April 18, 2016 Frazer Shop & Yard Expansion Final
1. If there is a conflict between codes and the Manufacturer’s standards, the most stringent requirements shall take precedence and the best quality as to materials and workmanship shall be supplied and applied.
1.05 QUALITY ASSURANCE
A. All articles, materials, fittings, equipment, and machinery incorporated in the work shall be new and unused, of recent manufacture, free from defects and imperfections, and as far as practicable, Manufacturer’s standard make of first grade industrial quality, from reputable manufacturers, suitable for the purpose intended and subject to approval by the Engineer.
B. All components used in the assembly of the system shall be standard, commercially available components and shall be manufactured by companies regularly engaged in the manufacture of the components. The design shall provide for the interchangeability of items of piping, equipment, sub-assemblies, motors, starter, relays and other devices. C. All replacement parts shall be readily available in the United States. Lists of the sources for the parts shall be supplied for the maintenance and repair of the system.
D. Unless otherwise noted, the equipment shall be designed for installation and proper operation in an indoor, shop environment.
E. When installed, the layout of the new equipment shall be such that workers shall have sufficient room to access all parts of the equipment.
F. Fasteners shall comply with ANSI standards. This includes, but is not limited to, threads for nuts and bolts, heads for same, pipe, conduit, and electrical connectors. Mixing of metric and United States Customary Units (non-metric) standards on the same equipment is not permitted.
G. Products or composite materials containing asbestos shall not be used.
H. When two or more items of the same equipment are required, they shall be products of a single manufacturer.
I. All work shall be performed in a neat and workmanlike manner by workers skilled in their respective trades, and all material and equipment shall be installed as recommended by the manufacturer and in accordance with all applicable codes and standards.
J. Equipment shall be designed, fabricated, installed and adjusted to achieve smooth, quiet, convenient and efficient operation, durability, economy of maintenance and operation, and the required standards of safety.
EQUIPMENT GENERAL REQUIREMENTS 11000-3 April 18, 2016 Frazer Shop & Yard Expansion Final
K. All piping, valves, fittings, conduits, and wiring required for the equipment installation shall be in accordance with all applicable codes. Supplied connections shall properly interface with existing services.
L. All items requiring maintenance shall be accessible for maintenance or change- out without undue service interruption. Replaceable components shall be provided with appropriate mechanical isolation to facilitate change-out without extensive system shutdown.
M. Materials and equipment shall be manufactured in compliance to the ISO 9001- 2008 quality standards. This includes but it is not limited to nuts, bolts, threads and heads for the same, pipes, conduits and electrical connectors.
N. The language of the text for all documents shall be English.
O. All dimensions shall be displayed in US Customary Units.
P. All electrical equipment shall be UL listed and bear UL label.
Q. Substitutions:
1. Requests for approval of equipment items other than those specified shall be made in accordance with the Contract.
R. Permits and Tests:
1. Obtain all necessary permits from the State and other authorities having jurisdiction, make application and file all drawings required for such permits, and pay all permit fees. Arrange inspections and tests required by governing authorities and by SEPTA, and pay all costs connected therewith. Obtain and file with the Engineer written evidence that all of the above requirements have been met.
S. Applicable Codes:
1. Work shall conform to federal, state, and local governing rules and regulations and ordinances including OSHA and NFPA, and shall pass inspection by authorities having jurisdiction.
2. Furnish all materials and labor required to meet all requirements and to obtain approvals of inspections and tests required by jurisdictional authorities.
T. Certificates:
EQUIPMENT GENERAL REQUIREMENTS 11000-4 April 18, 2016 Frazer Shop & Yard Expansion Final
1. Manufacturer shall furnish an affidavit certifying that all materials and workmanship comply with all applicable code requirements.
2. Before acceptance, Manufacturer shall furnish certificates documenting approval of all authorities having jurisdiction.
3. Certificates of Compliance: A minimum of seven days prior to delivery of the equipment, Manufacturer shall submit certificates of compliance. Each certificate shall be signed by an authorized representative of the equipment Manufacturer stating that the equipment complies in all respects with all contract requirements, including applicable codes and regulations, as well as all approved design submittals.
U. Warranty: All equipment shall be warranted in accordance with Section B, Special Terms and Conditions and the following provisions:
1. The Manufacturer shall furnish written warranties required by the Contract Specifications for time stipulated in the related technical specifications. These warranties shall be in writing, on Manufacturer’s (or component suppliers’, as applicable) letterhead and shall be included in the operations and maintenance manual(s) as specified.
2. Major equipment components, specifically those manufactured by other than the primary equipment supplier, shall be covered by their own respective warranties, which shall not be less than the suppliers’ standard warranty. These warranties shall also be included in the operations and maintenance manual(s).
3. Nothing in these requirements, conditions or specifications including SEPTA’s right to a complete inspection shall constitute a disclaimer to or limit, negate, exclude or modify in any way any warranty created hereunder.
1.06 SUBMITTALS
A. Submit the following for approval:
1. Shop drawings
2. Product data
3. Samples, if requested
4. Installation instructions
5. Acceptance test procedure
6. Training program
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7. Spare parts list
8. Operations & maintenance manuals
9. Certificates per quality assurance section
10. Warranties (Warranty signed by Installer and executed by Manufacturer for equipment, materials, and workmanship against defects agreeing to repair or replace equipment and materials and correct workmanship as specified.
B. Sequence of Approval:
1. Conditional Approval of Equipment: Before submitting Shop Drawings, Manufacturer shall submit to the Engineer for conditional approval drawings, specifications and lists of equipment to be incorporated in the Work. This list shall include catalog numbers, cuts, and other descriptive data as may be required to ensure compliance with requirements specified. No consideration will be given to partial lists. Conditional approval of equipment based on this submittal will be subject to submission of complete Shop Drawings indicating compliance with the Contract Documents prior to final approval.
2. Final Approval of Equipment: After receiving conditional approval of the equipment lists, submit Shop Drawings, product data and installation instructions for final approval.
C. Shop Drawings: Shop Drawings and diagrams shall be prepared using and showing scales and dimensions in the United States Customary Units (non- metric). Metric conversions may be provided in parenthesis. Shop Drawings may include exploded-view diagrams and shall include but not be limited to the following as applicable:
1. Drawings showing equipment layout, elevations, conduit runs, utility layout and hook-ups, and all required dimensions including but not limited to clearances and tolerances.
2. Fabrication drawings, including bill of materials.
3. Detail drawings.
4. Foundation with drainage requirements and structural support drawings including loads, embedded items, and elevations.
5. Utility connection plan showing utility requirements. The information shown in this plan shall include but not be limited to the following, as applicable to the particular equipment:
EQUIPMENT GENERAL REQUIREMENTS 11000-6 April 18, 2016 Frazer Shop & Yard Expansion Final
a. Locations of existing utility services;
b. Location of required utility connections;
c. Required sizes of pipes and conduits;
d. Inverts and elevations;
e. Required water pressure, velocity cfs (cubic feet per second) and flow gpm (gallons per minute);
f. Required gas pressure and cfh (cubic feet per hour);
g. Required compressed air pressure and cfm (cubic feet per minute);
h. Required steam pressure and flow;
i. Required size of electric service;
j. Required size of wires;
k. Required voltage and amperage (full load);
l. Required insulation and/or insulators.
6. Electrical control diagrams.
7. Electrical wiring diagrams. The information shown in these diagrams shall include but not be limited to the following:
a. Locations of existing utility services;
b. Location of required utility connections;
c. Required sizes of conduits;
d. Inverts and elevations;
e. Required size of electric service;
f. Required size of wires;
g. Required voltage and amperage (full load);
h. Required insulation and/or insulators;
i. Grounding connections.
EQUIPMENT GENERAL REQUIREMENTS 11000-7 April 18, 2016 Frazer Shop & Yard Expansion Final
8. Electrical equipment layouts, with all motors, limit switches, solenoid valves, disconnects, control panels, etc., located and labeled.
D. Product Data: Manufacturer’s literature including catalog cuts, pamphlets, descriptive literature, color charts (for selection by the Engineer), equipment specifications, performance and test data, and brochures that adequately describe the equipment or product for all purchased components of the system. Specific items included or specific items excluded in this installation shall be indicated on the product data sheets.
E. Installation Instructions and Acceptance Test Procedure: Manufacturer’s recommended installation instructions with manufacturer’s installation drawings and acceptance test program.
F. The Manufacturer shall submit a comprehensive list of all spare parts, supplies and consumables for the equipment to be supplied with the equipment. Spare parts list shall include tooling. Each entry shall include corresponding manufacturer’s part numbers, manufacturer, supplier, supplier’s part numbers, quantity, lead-time and current cost. The list shall clearly indicate entries on the list that fall into the following categories.
1. Parts, supplies and consumables necessary to perform all maintenance functions listed in the Operations and Maintenance Manuals for the first six months of operation. Upon approval of parts in this category, the Manufacturer shall supply these parts and supplies, at additional cost to SEPTA. The purchase of spare parts listed is not binding on SEPTA’s part.
2. Additional items recommended by manufacturer to be supplied due to their nature as a high-wear item or crucial to the operation of the equipment.
3. Items not readily available on the open market or for which it is anticipated ordering and delivery time will exceed 30 Days (long lead time items).
G. Submit pre-shipment inspection and testing procedures.
H. Submit final acceptance testing and checkout procedures.
I. Provide specifications and Material Safety Data Sheets (MSDS) of recommended lubricant, oil or chemical products to operate and/or maintain the equipment.
1.07 DELIVERABLES
In addition to the equipment or materials specified in the related technical specifications, Manufacturer shall provide the following:
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A. Operation and Maintenance Manuals.
B. Training program.
C. Certificates.
D. As-Built Drawings.
E. Hardware and software.
F. Approved spare parts list.
G. Special Tools: Two of each special tool, and instruments if any, required for operation or maintenance, packed in two appropriate steel tool boxes.
H. Matching touch-up paint for each color used to permit retouching
I. Warranties
J. Commissioning Data
1.08 OPERATION AND MAINTENANCE MANUALS
A. Operation and Maintenance (O&M) Manuals shall address the following:
1. Operations – Detailing safety instructions, proper operation and basic troubleshooting of the supplied equipment. This data will be targeted for the daily equipment operator.
2. Maintenance – Detailing both corrective and scheduled preventive maintenance of the supplied equipment. This shall include in depth troubleshooting, system functional description, theory of operation and detailed illustrated parts catalog. The preventive maintenance information shall include recommended service and replacement intervals for all maintainable components up through system replacement.
B. O&M Manuals shall be submitted for each equipment system as follows: 1. Outline Draft: A minimum of three copies of sample formats and outline of contents in draft form 90 days prior to the earliest scheduled equipment delivery to be submitted to the Engineer for approval. 2. Draft: A PDF version of complete manual in final form for Engineer approval 30 days before equipment initial delivery date as appropriate for equipment. 3. Pre-Final O&M Manual: A minimum of two hardcopies of approved manual after the equipment is installed, ready for acceptance test and to perform training. In addition, an electronic version of the Manual on CD-
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ROM or flash drive, one copy per employee to be trained plus two file copies. 4. Final Manual: Three hardcopies of final approved manual after the equipment is installed, the acceptance test has been approved, and training has been performed and completed. a. The manuals shall be updated based on input from SEPTA and the Engineer during acceptance testing and training, for all sections of the manual. b. The manuals shall show final as-built installed material, conditions, procedures, and drawings. c. One of the copies shall be configured for the harsh shop environment by inserting all single pages in plastic laminate and foldout pages individually enclosed in clear plastic pockets. d. Also include (3) electronic versions of all manual contents. Electronic version shall be non-editable but searchable Adobe Acrobat PDF, stored on CD-ROM or flash memory drive. 5. Final Acceptance will not be granted until receipt of the print and electronic copies of the approved manuals.
C. Hardcopy O&M Manuals shall be prepared from the following materials: 1. Loose leaf, on minimum 24-pound, punched paper. 2. Pages shall be 3-hole punched. 3. Entire length of margin with holes reinforced with plastic. 4. All pages, except for drawings, shall be 8.5 x 11 inches, portrait style. Drawing pages shall be 8.5 x 11 inches or 11 x 17 inches. 5. New sections and chapters shall begin on a right-hand facing page. At the end of each chapter or section if there is a blank left-hand page, print on the left-hand page, “This page intentionally left blank,” in whatever font style the body text of the document is. 6. Foldout diagrams and illustrations: Fan-fold 11 x 17 inches pages to 8.5 x 11 inches. For pages larger than 8.5 x 11 inches, display page identification on last fold of folded page so as to be readable without unfolding. 7. Reproducible by dry copy xerography method. 8. Oil-, moisture-, and wear-resistant plastic covers. 9. Protruding plastic coated tabbed dividers, cross-referenced by number or color to sections identified on the table of contents shall separate sections.
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10. Manuals shall lie flat when opened. Pages shall not bind or join when turned for normal reading. 11. Manuals shall allow enough space for insertion of revised pages. D. General Requirements for Manuals:
1. Front cover, spine and title page: Include the name and function of the equipment, manufacturer’s identification number, and Project Specifications number and title.
2. Front cover: Recognition illustration of the equipment described in the O&M Manual.
3. Manufacturer’s operating manuals giving complete instruction relative to assembly, installation, operation, adjustment, lubrication, maintenance, and complete parts list shall be furnished by the Manufacturer for every item of machinery and equipment furnished by the Manufacturer. The information shall be presented in a clear manner such as:
a. For operating type procedures, the nomenclature for control positions, document test points and indicating devices having panel nomenclature as it appears on the equipment panel, placard, or structure (i.e., “Set Master Switch to ‘OFF’”).
b. Enumerate and describe every component and its related parts, including identifying numbers and commercial equivalents where applicable.
c. Include cut away and exploded view drawings for identification of all parts.
4. Manual (or Volume in the case of multi-volume Manuals) shall contain a Table of Contents and be organized into nine specific chapters as outlined below: a. Chapter 1 – General Information and Specification b. Chapter 2 – Theory of Operation c. Chapter 3 – Troubleshooting d. Chapter 4 – Primary Repair e. Chapter 5 – Secondary Repair (Component Level) f. Chapter 6 – Preventive Maintenance g. Chapter 7 – Illustrated Parts Catalog h. Chapter 8 – Miscellaneous
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i. Chapter 9 – Wiring Diagrams 5. Manuals shall include copies of all approved Shop Drawings and catalog cuts submitted. They shall be provided in an Appendix Binder following the size and format requirements herein. 11” x 17” drawings shall be fan- folded per 1.07C above. Larger drawings shall be folded to page size, with title block information visible, and stored in three-ring clear plastic pockets.
6. Illustrations shall be clear, and printed matter, including dimensions and lettering on drawings, shall be easily legible. If reduced drawings are incorporated into manuals, original lines and letters shall be darkened and have their light weight increased as necessary to retain their legibility after reduction.
7. All material shall be in the English language. Sheets with English and another language on the same sheet shall be acceptable.
8. Chapter 7 (“Illustrated Parts Catalog”) of each Manual shall also contain a list of nearest local suppliers of all equipment parts, as well as contact information for the nearest factory-authorized service location.
9. Chapter 8 (“Miscellaneous”) shall also contain copies of start-up and acceptance test procedures and results/reports.
D. Operating Diagrams:
1. Piping diagrams, electrical wiring diagrams, fuel oil, lubricating oil, water capacity diagrams, and other diagrams necessary for operation of machinery and equipment shall be furnished and installed where designated by the Engineer.
2. No single diagram shall show more than one system, or parts thereof.
3. Diagrams shall be reproduced by photographic process to a size no to exceed 18 inches by 24 inches and shall be complete and legible in all respects. Systems shall be subdivided into portions, which are operable from location where diagrams are installed, and to provide intelligible information within specified size. They shall be made on white paper and vacuum-sealed in transparent plastic material impervious to moisture and oil, and resistant to abrasion. Other formats, which are equal in clarity, sharpness, durability, and permanence, will be considered.
1.09 AS-BUILT DRAWINGS
A. One complete hardcopy set of full size as-built shop drawings shall be furnished with the specified equipment. As-built drawings shall reflect all changes made during installation, testing, and checkout.
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B. As-built drawings shall include all assembly drawings, exploded views of assemblies, operation drawings, electrical drawings, wiring diagrams and layouts, electrical schematics, control diagrams, and all other drawings necessary for the long-term operation and maintenance of the equipment.
C. As-built drawings shall also be supplied on a CD-ROM in non-editable, Adobe Acrobat (PDF) electronic file format.
D. If no changes to the equipment occurred during installation, testing, and checkout, provide a written certification to that effect in lieu of as-built drawings. This does not waive the requirement for Shop Drawings to be included with the O&M Manuals.
1.10 TRAINING PROGRAM
A. Identify all rail vehicles and other Owner-supplied items needed for training.
B. Provide timely notification to Construction Contractor to arrange for rail vehicles and other Owner-supplied items, but not less than 15 calendar days prior to the training date.
C. Manufacturer shall provide calibrated wheelsets, if required, for training and testing.
D. The Manufacturer shall be responsible for training as specified below:
1. Maintenance management classes shall take place prior to the use of the equipment by SEPTA.
2. Mechanics’ operation and maintenance training shall commence only after installation of the equipment is complete and equipment testing and checkout has been successfully completed to the satisfaction of the Engineer.
3. Training shall be conducted at the equipment or in a classroom at the Jobsite, as appropriate. Other locations may be utilized with prior approval of SEPTA.
4. Hours for training shall be between 7:00 AM and 3:00 PM unless specifically permitted otherwise in writing by SEPTA.
5. “Pre-Final” versions of the Operation and Maintenance Manuals shall be used in the training.
6. Revise O&M Manuals to incorporate corrections, additions and other feedback from the training.
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E. The instructor(s) shall be fluent in both spoken and written English and shall have a thorough knowledge of the equipment and systems furnished. They shall be able to utilize proper methods of instruction, training aids, audiovisuals, etc., to ensure effective presentations. The instructor(s) shall have previous formal classroom instruction training.
F. The Manufacturer shall be responsible for providing all training aids, audiovisual equipment and visual aids for the conduct of the classes.
G. All training materials will become the property of SEPTA at the conclusion of training.
H. Submission and Approval of Training Plans:
1. Meet with SEPTA at least four weeks prior to the start of formal training. At that time, the Manufacturer shall submit lesson plans and an outline of the training program and demonstrate any training aids involved. Handouts shall be presented for approval and provided later in a ratio of one per student. Each location shall receive a complete set of prints and schematics.
2. Submit in writing plans for meeting the specification training requirements. SEPTA will approve and then coordinate and schedule all training involved.
I. Outline specific objectives for each of the courses:
1. The course shall include sessions in safety, machine operation and a comprehensive seminar on learning basic skills/knowledge of each operation. The course shall include both classroom and practical exercise sessions and shall provide the mechanic with the basic knowledge necessary to operate and maintain the equipment. The Manufacturer shall provide a detailed schedule outlining the length and content of each of these sessions in accordance with the guidelines established.
2. The training program shall include familiarization with equipment operation and performance and detailed instruction in operation, maintenance, calibration of system, and all test procedures. Maintenance training shall include scheduled maintenance, unscheduled maintenance (repair), adjustments, fine-tuning, troubleshooting, and testing.
3. Training program shall, as applicable, provide training for Engineering and Management, Operating and Maintenance Personnel.
4. Training program duration shall be appropriate for complexity of equipment, and subject to revision by Engineer during review of Contractor’s submitted Training Program. Typical minimum durations are
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as follows, and would be superseded by requirements in a specific equipment section:
a. Off-The-Shelf Equipment: Operating Personnel: 8 hours; Maintenance Personnel: 8 hours
b. Systems: Engineering and Management: 8 hours; Operating Personnel: 40 hours; and Maintenance Personnel: 40 hours.
1.11 HARDWARE AND SOFTWARE
A. Provide three copies of the final version of the control software, for back-up purposes, in electronic format on separate flash memory devices with a standard Universal Serial Bus (USB) socket (2.0/3.0 compatible).
B. Provide fully licensed versions of any and all software necessary to run, and process, the control software.
C. Provide any and all hardware necessary to run and process the control software.
1.12 COMMISSIONING DATA
A. As part of the final documentation, the Manufacturer shall provide a letter written on the Manufacturer’s letter head, and signed by an authorized representative of the equipment Manufacturer, providing the following commissioning data: 1. Equipment Description 2. Location (of the installation) 3. Original Equipment Manufacturer (OEM) 4. Model No. 5. Serial No. 6. Nameplate Data (provide where applicable) a. Electric: 1) Volts 2) Amps 3) Phase b. Air: 1) CFM
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2) PSI c. Water: 1) GPM 2) PSI 7. Dimensions: a. Length b. Width c. Height 8. Weight 9. PLC Controlled (provide model, if applicable) 10. Date of Factory Test 11. In-Service Date 12. Warranty Expiration Date 13. Equipment Cost
1.13 GENERAL DESIGN AND FABRICATION REQUIREMENTS
A. Equipment shall be designed, fabricated, installed and adjusted to achieve the best results with respect to smooth, quiet, convenient and efficient operation, durability, economy of maintenance and operation, and the highest standards of safety.
B. All components used in the assembly of the system shall be standard, commercially available components and shall be manufactured by companies regularly engaged in the manufacture of the components. The design shall provide for the interchangeability of items of piping, equipment, sub-assemblies, motors, starter, relays and other devices.
C. It is not the intent of these Contract Specifications to detail the design and fabrication of the parts of the equipment, but it is expected that the type, material, design, workmanship, and fabrication of every part shall be fully adequate for the service required, durable, properly coordinated with all other parts, and in accordance with the best industrial standards and of the highest efficiency. The components of electric circuits shall be of proper size, design, and material to avoid injurious heating, arcing, and all other objectionable effects which may reduce the efficiency of operation and economy of maintenance. Minimum requirements are given herein for certain parts of equipment. Equivalent requirements shall apply to all equipment parts that are of special design, construction or material, and to which the specified
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requirements are not directly applicable, and shall be approved by the Engineer. These minimum requirements as a whole shall also be considered as establishing proportionate general minimum standards for all parts of the equipment.
D. The Engineer may permit variations from the requirements of these Contract Specifications to permit the use of the Manufacturer’s standard equipment, provided such standard equipment is adequate for the intended use and meets the full intent of these Contract Specifications. All such variations proposed by the Manufacturer shall be called to the attention of the Engineer in writing and shall be made only if the Engineer approves such variations in advance and in writing.
E. Certain design limitations and tests are specified as a partial check on the adequacy of design, fabrication, and materials. These requirements do not cover all features necessary to ensure satisfactory and approved operation of the equipment. Conformity with these requirements shall, in no way, supersede the general requirements as to satisfactory and efficient operation of the equipment.
1.14 NOISE AND VIBRATION ISOLATION
A. Noise and vibration isolation pads shall be provided as Indicated and where required, shall meet all requirements Indicated, and shall be equipped with necessary bearing plates and bolts. Noise and vibration pads shall be specifically designed for the weights, speeds, and vibration characteristics of the equipment supported. The pads shall provide proper weight distribution to avoid distortion of the bedplates.
B. Bolts and other fastening in connection with these pads shall be effectively isolated.
1.15 SHOP PAINTING
A. Equipment shall be given one shop prime coat of approved rust-inhibitive paint containing at least 50 percent rust-inhibitive pigments and manufacturer’s standard finish coat system, unless otherwise indicated. Shop Drawings shall indicate brand and type of paint for both the prime coat and finish coat systems. Finish coating system shall be Pittsburgh Paints 409-2 (color selected by the Engineer) or equal for all major equipment items, unless otherwise indicated. All color selections shall be approved by the Engineer.
B. Surfaces shall be free of rust, scale dirt, grease and oil before painting. Matching touch-up paint shall be provided in the amount of one quart of each color used to permit retouching.
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1.16 INSPECTION
A. The Engineer and SEPTA will periodically inspect work during the course of the construction.
B. Provide for inspections by all others having jurisdiction over the work.
C. At time of final inspection, furnish certificate or certificates of final approval by all others having jurisdiction as applicable.
PART 2 - PRODUCTS
2.01 EQUIPMENT
A. Equipment shall be factory-finished with Manufacturer’s standard primer and finish coats of paint, unless specified elsewhere.
B. Provide piping, fittings, valves, connections, etc., of a type and size in accordance with approved Shop Drawings and installation instructions that will properly interface with the piped services.
C. All piping, valves, fittings, conduits, and wiring required for the equipment installation shall be in accordance with requirements specified in Contract documents and approved Shop Drawings.
2.02 ELECTRICAL REQUIREMENTS
A. Power supply for equipment shall be a single 480 volts, 3-phase, 60 hertz feed unless otherwise Indicated.
B. Provide transformers for equipment as required to step down the specified supply voltage to provide lower voltage for controls and accessories and to provide voltage compatible with equipment as required.
C. Equipment grounding shall be accomplished by means of separate grounding conductor in each conduit sized according to code. Ground all equipment by means of a conduit ground according to NEC Article 250. The grounding conductor shall have green insulation.
D. Starters, controllers, disconnect switches and start-stop stations shall be provided for all equipment. Correct sizing of starters and disconnect switches shall be joint responsibility of the Construction Contractor and the equipment or apparatus Manufacturer.
1. Electrical enclosures shall be NEMA 12 for indoor units above the rail and NEMA 4 for outdoor and below the rail indoors units unless otherwise Indicated.
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2. Starters shall be complete with two sets of auxiliary contacts; one set normally open; one set normally closed.
3. For motors 25 HP or greater provide autotransformer type reduced voltage starters unless otherwise Indicated.
E. Control devices necessary for proper operation shall be provided and shall be located to permit efficient operation of the equipment, and where possible shall be ground in a factory fabricated NEMA approved control panel complying with requirements Indicated.
F. Switches, lights, and control functions shall be identified with legend plates. The plates shall be constructed of polyvinyl chloride material of laminated multiple constructions, and engraved with appropriate legends. The legend plates, including size of letters, colors, and legend shall be submitted to the Engineer for approval. The legend plates shall be mounted on the equipment in an approved manner. No decals will be accepted.
G. Permanently label all equipment items including but not limited to switches, starters, controllers, and start-stop stations with engraved PVC labels with minimum 1 inch high lettering to identify corresponding equipment items.
H. Wiring shall be provided for complete installation of all equipment and accessories and shall be adequate for proper operation of equipment.
I. Wire and cable for light, power, and control circuits shall conform to those specified in the National Electrical Code. In no case shall maximum current carried exceed that specified by National Electrical Code for type of conductor used. Provide conduit where required; all wiring and conduit shall be in accordance with the requirements of National Electric Code.
J. Make connection to secondary side of disconnect switch and provide all wiring and conduit with supports from this point, including wiring to controller and starters.
K. Wire harnesses shall be used to the greatest extent possible.
L. Provide conduit where required; all wiring and conduit shall be in accordance with the requirements Indicated.
1. Minimum conduit size permissible shall be ¾ inch.
2. All wires shall be properly insulated and all conduit edges shall be protected to prevent wire chafing.
3. All wiring for the controls and motors shall be coordinated for use of type MTW, THWN, and THHN standard wire.
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4. Conduit: Supply rigid galvanized steel conduit, or liquid tight flexible metal conduit. Liquid tight flexible metal conduit shall be used in lengths not exceeding 6 feet.
5. Identify wiring by a wire tag with a number corresponding to the wiring diagram.
6. Control Wiring Conductors: Not less than #14 AWG, strand copper, 600 volt insulated, water and oil resistant.
7. Power Wiring Conductors: Not less than #12 AWG or larger as required for power wiring.
8. All bus work and windings shall be copper.
2.03 GASKETS AND FASTENERS
A. Provide new gaskets wherever gasket mating equipment items or pipe connections have been dismantled.
B. Replace all assembly bolts, studs, nuts, and fasteners of any kind, which are bent, flattened, corroded, or have their threads, heads or slots damaged.
C. Furnish all bolts, studs, nuts, and other fasteners for make-up of all connections to equipment and replace any of these items damaged in storage, shipment or moving. Bolts shall comply with applicable SAE requirements including manufacturer’s identification and certification of testing.
D. All torque fasteners shall be torque-marked.
2.04 HOLES, OPENINGS, AND INSERTS
A. Provide holes and openings in floors and walls as required, coordinating work with Construction Contractor constructing the Facility.
B. Core drill holes in existing work using dustless method. Grout in holes in concrete walls, floor, and roof slabs after installation of equipment, and leave them in a completely neat and sealed condition.
C. Install concrete inserts and flashing as required.
D. Modifications with Structural Implications:
1. Do not perform any work that will alter existing structural elements unless it is shown on the Facility Drawings or proposed alterations have been approved in writing by the Architect. 2. Structural elements include, but are not limited to, the following: Steel beams and columns, structural masonry walls, reinforced concrete slabs.
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E. Provide sealing and flashing for all penetrations through exterior walls.
2.05 CONCRETE FOUNDATIONS
A. Contractor will provide anchor bolts as required for equipment to be mounted. Manufacturer shall provide data for anchor bolts including material, diameter and length of embedment.
B. Provide grouting as necessary to stabilize equipment bases to concrete foundations.
C. Provide hard rubber shims and dampening pads as required for leveling of equipment and dampening of equipment vibration transmission.
2.06 MOTORS AND DRIVES
A. Motors:
1. Motors shall be high efficiency makes, each bearing the UL label and constructed to standard of NEMA, IEEE, ANSI, and ABMA.
2. Motors shall be suitable for operation on the electrical service Indicated.
3. Horsepower ratings and sizes shall be selected at 40° C ambient temperature for open motors, with service factor of 1.15 for open motors and unity for service factor for totally enclosed or drip-proof motors. Provide motors with epoxy encapsulated for severe usage in a corrosive atmosphere.
4. Motors rated one horsepower or greater shall have a full-load power factor of 85 percent or higher. Motors rated 25 HP and over shall be designed for reduced voltage starting.
5. Installation instructions shall have details regarding correct rotation and alignment of motor shafts. Motors shall include identification of the correct direction of rotation.
6. The motors shall be protected by overload devices to permit operation within their rating under all design load conditions. Provide each individual motor circuit with branch circuit over current protection in all three phases.
B. Drives:
1. Guards shall be provided for each coupling and belt drive in conformance with applicable codes.
2. Belt drives shall have adjustable motor drive pulleys.
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3. Belt drives shall be adjusted and work belts replaced in sets. Speed adjustment shall be subject to approval of the Engineer.
4. Provide sliding motor bases where adjustable motor drive pulleys are provided.
C. Motors and drives shall be checked carefully for correct rotation and alignment before placing equipment into operation.
D. Couplings shall be disconnected and realigned before placing into service or testing.
PART 3 - EXECUTION
3.01 PREPARATION
A. Transmit submittals and deliverables as indicated.
B. Furnish products as Indicated.
C. Inspect pits, embeds and utility connections and notify Engineer if corrections are needed prior to equipment installation.
3.02 FABRICATION
A. Fabrication shall be in accordance with all requirements specified and approved Shop Drawings.
B. Fabricate equipment from newly manufactured materials, products, and components. Do not utilize used, refurbished, or remanufactured materials, products, or components. Surfaces shall not be warped (unless by design) and free of dents and distortions.
C. Pre-assemble units to greatest extent feasible for shipping. Grind exposed welds flush. Remove all sharp edges.
D. Field check for clearance and interferences before fabrication and relocate material and equipment furnished as required (if approved by the Engineer) to eliminate interferences.
3.03 PRE-SHIPMENT INSPECTION AND TESTING
A. Pre-shipment inspection and testing shall be performed when required by the relevant technical specification as Indicated and as follows:
1. Prior to shipping the equipment, the Manufacturer shall make the equipment ready for a comprehensive pre-shipment inspection and testing by the Engineer.
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2. The equipment shall be laid-out in its final configuration to allow for all performance and functionality to be observed before shipment.
3. The pre-shipment inspection shall also allow for confirmation of compliance with all documentation submitted to the Engineer.
4. The Manufacturer shall prepare and submit for the Engineer’s approval a schedule and comprehensive procedure for functional testing and inspection. The submittal shall be submitted for review and approved not less than 4 weeks prior to the start of the pre-shipment inspection and testing and shall include step by step procedures, pass/fail criteria, all referenced documentation, and any other information necessary to perform one successful demonstration of the equipment’s operation and performance. At a minimum the pre-shipment inspection and testing shall demonstrate:
a. Equipment performs the work for which it is intended
b. Ability of the control logic to protect the mechanical and electrical equipment from common operator and other types of errors and problems shall be verified
c. All safety features
d. Basic functions of the equipment
5. The Manufacturer shall bear all expenses of all tests, including the furnishing of all necessary instruments, lubricants, hydraulic fluids, test weights, supplies, data recorders, and operating personnel.
6. Any issues or discrepancies identified during the pre-shipment inspection and testing shall be documented in a written report, prepared by the Manufacturer, detailing the issues or discrepancies identified and the Manufacturer’s proposed corrective actions. This report shall be submitted to the Engineer within two weeks after the completion of the pre-shipment inspection and testing and the Manufacturer must obtain approval from the Engineer before corrective actions may be implemented. All issues or discrepancies identified shall be resolved before the equipment is shipped to the SEPTA jobsite.
3.04 DELIVERY, STORAGE, AND HANDLING
A. It is fully the responsibility of the Manufacturer to deliver equipment to the Jobsite of the equipment installation, to provide any off-site storage of equipment required during the Contract duration until ready for delivery/installation (weekly charge included in Base Bid pricing), and for any protection and handling of the equipment.
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B. Pre-assemble system to greatest extent possible to minimize field assembly. Disassemble only as necessary for shipping and handling limitations. Clearly mark units for re-assembly and coordinated installation. Re-assemble on Jobsite according to installation instructions.
C. Equipment and components shall be suitably packed or crated to prevent damage in transit or during handling. Items shall be carefully stored as required in a manner to avoid misalignment or distortion, and shall be adequately protected against damage by weather, construction exposure or other cause. Any items damaged during delivery, storage, or handling, shall be repaired to the Engineer’s satisfaction or replaced at the Manufacturer’s expense.
D. All materials shall be delivered to the Jobsite with their original manufacturer’s markings and identification intact. The Engineer will reject materials that are damaged, improperly identified, or not in conformance with reviewed Shop Drawings and catalog cuts.
E. The Manufacturer shall protect equipment during storage and prior to start-up, which shall include covering of openings, protection against rust and other damage. Equipment may not be stored outdoors.
F. Upon completion of work, leave the Jobsite and premises in good order. This includes removal of manufacturer-owned materials, and shipping and packaging materials used in support of delivery of the equipment.
3.05 INSTALLATION
A. It shall be the Manufacturer’s responsibility to assure that all information regarding the scheduling, delivery, and preparations necessary for setting up the equipment to be supplied under this Contract Specifications Section is coordinated with the Contractor or designated Installer, and reviewed by the Engineer prior to delivery.
B. Details listed in these Contract Specifications are given for a better understanding of the work required by the Installer, and do not place a limitation on the amount of work to be done nor do they relieve the Manufacturer or Installer of additional work that may be required for a complete installation.
C. Furnish common and skilled labor, tools, rigging equipment, scaffolding, shims, and other materials necessary to make complete installation of equipment Indicated.
D. All personnel provided by the Manufacturer or installer during the course of the Contract that require access to SEPTA’s property shall be Railroad Safety Trained (RST) through mandatory completion of the SEPTA Roadway Worker Protection Class, and wear required personal protective equipment and company photo ID at all times while on the property.
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E. Receive, unload, check, and store equipment in suitable facilities. All equipment should be kept clean, dry, and free from damage and be marked and tagged with equipment item numbers.
F. Examine equipment for concealed damage and report any damage.
G. Be responsible for safety and protection from loss or damage of equipment received until work is complete.
H. Pay demurrage charges and claims for damage resulting from unloading operations.
I. Reassemble equipment items that were dismantled for shipment or moving. Assemble items that are delivered knocked down, or disassembled.
J. Coordinate the installation of equipment with the Contractor constructing the Facility.
K. Install equipment in accordance with approved installation instructions and approved Shop Drawings.
L. Provide grout, shim material and miscellaneous steel necessary for brackets, anchors, or supports required in installation of equipment.
M. Accomplish field machining that might be required to fit equipment together or to install equipment.
N. Lubricate apparatus before start-up.
O. Field check for clearance and interferences before fabrication or installation and relocate material and equipment furnished as required to eliminate interferences.
P. Perform mechanical and electrical work required to install the equipment in accordance with the requirements of the jurisdictional authorities and the current applicable codes and standards of practice employed by these trades.
3.06 SETTING AND ALIGNING EQUIPMENT
A. Equipment shall be set and aligned in accordance with Manufacturer’s instructions, approved Shop Drawings and applicable standards of trade practice.
B. Equipment shall be set true and level. Demonstrate adequate leveling of installed equipment.
C. Retighten bolted connections after installation.
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3.07 CLEANING AND PROTECTION
A. Clean fabricated assemblies and equipment items thoroughly before and after operating and testing.
B. Protect equipment from damage, deterioration, paint or coating spills or spots, corrosion, or harm from any source.
3.08 FIELD PAINTING
A. Field painting equipment including touch-up painting, if any, is included under this Contract Specifications Section. Normally, equipment shall be factory- finished.
B. Where factory finishes are provided on equipment and no additional field painting is specified, all marred or damaged surfaces shall be touched up or refinished so as to leave a smooth, uniform finish at the time of final inspection.
3.09 EQUIPMENT TEST AND CHECKOUT
A. Submit an acceptance test procedure to the Engineer for approval a minimum of 60 Days prior to the start of the equipment test and checkout.
B. Before acceptance testing in the presence engineer, the manufacturer shall perform functional testing to satisfy himself and the general contractor that equipment is correctly connected, functioning and installed. A written record shall be kept of this functional testing and submitted to the engineer before the final acceptance test can be scheduled.
C. The final acceptance testing shall be performed in the presence of the Engineer and demonstrated to the Engineer’s satisfaction to be correctly connected, functioning and installed.
D. Testing and checkout procedures of the manufacturer shall be carried out completely.
E. The final acceptance tests shall not only be performed to demonstrate that the equipment has been properly installed and connected and operates properly but also to demonstrate that the equipment performs the work for which it is intended. It shall also demonstrate the operation of all pertinent safety devices including but not limited to the operations of limit switches and warning devices.
F. Tested equipment found to be defective or inoperable to any extent shall be reported to the Engineer immediately.
G. Any operating difficulty or defective item shall be repaired or replaced and put into proper operation by the Manufacturer immediately, at no additional expense to SEPTA.
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H. Protect equipment and surrounding areas from damage resulting from testing operations. Clean-up spills or leakage from testing.
I. All materials for acceptance testing shall be provided by the Manufacturer with the exception of SEPTA’s rail vehicles, and/or major vehicle components.
J. Manufacturer shall bear all expenses of all tests, including the furnishing of all necessary instruments, lubricants, hydraulic fluids, supplies, data recorders, and operating personnel. Provide and bear all expenses for fuel, or fluids required to operate the equipment during the tests.
K. SEPTA will provide all pertinent railroad vehicle and/or components required for acceptance testing.
L. At the sole discretion of the Engineer, the Contractor shall be required to repeat any test, or portion of the test, at no additional cost to SEPTA. Reasons for repeating a test include, but are not limited to:
1. Software or hardware malfunction, alarm or shut-down during any part of the test.
2. Test results/data not accurately recorded. This includes failure of video equipment, if utilized to record the test.
M. The Engineer shall determine final acceptance of the installed equipment.
N. Conformed copies of the acceptance test procedure shall be available at the start of acceptance testing.
3.10 START-UP AND INSTRUCTIONS
A. Unless otherwise specified, all lubricants, cleaning compounds and similar operating materials shall be furnished by the Manufacturer during instruction of SEPTA’s personnel.
B. After all equipment and systems have been installed, connected and tested, proceed with the instruction of SEPTA’s personnel in the operation and maintenance of equipment. Provide sufficient personnel to adequately complement personnel made available by SEPTA.
C. During this period, provide qualified representatives for instruction of SEPTA’s personnel in operation and maintenance of the equipment.
END OF SECTION
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SECTION 11135 TANDEM UNDERFLOOR WHEELSET LATHE SYSTEM
PART 1 - GENERAL
1.01 GENERAL PROVISIONS
A. Attention is directed to the CONTRACT and SPECIAL TERMS AND CONDITIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.
B. Definition of Terms Used in this Specification Section: 1. Manufacturer: The firm responsible for design, manufacture, delivery, installation and commissioning of the Tandem Underfloor Wheelset Lathe System (TWTM). Referred to elsewhere in Advance Procurement Invitation for Bid (IFB) documents as the “Contractor” for contractual purposes. 2. Installer: The manufacturer and any licensed subcontractors acting under its direction and supervision. 3. Contractor: The general contractor responsible for construction of the Contract 2 Frazer Maintenance Facility Expansion (also referred to herein as the Shop), having specific responsibilities related to the TWTM as detailed herein.
4. Engineer: SEPTA’s designated representative.
1.02 SECTION INCLUDES:
A. Requirements for designing, furnishing and installing a TWTM including, but not limited to, 2 lathes working in tandem, mechanic chip collection and conveying system, fume/dust collection system, controls, interlocks, spare parts and storage. 1. Unless specifically noted otherwise, references herein to “equipment” or “system” or “lathe” shall be understood to refer to the complete Tandem Underfloor Wheelset Lathe System as described above in 1.02A.
B. Requirements for start-up, field testing, and operation/maintenance training of SEPTA employees.
C. Requirements for the manufacturer of the TWTM System (hereinafter referred to as the “Manufacturer”) to coordinate with the Contractor who is
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responsible for construction of the facility and pit in which the TWTM System is to be installed.
D. Requirements within this specification are directed to, and the responsibility of, the Manufacturer, unless specifically noted otherwise.
E. Bid Options, and Unit Pricing for storage, as indicated on the BID FORM and defined herein.
F. Division of Work:
1. The manufacturer of the TWTM System shall furnish the following materials for the Contractor to install:
a. All embedments that must be cast in place for support of lathes, rail movement systems, chip conveyors, electric power & control panels, gratings, and any other elements of the equipment. Embedments shall be hot-dip galvanized.
2. The Manufacturer of the TWTM System shall furnish and install:
a. The Lathe shall include all required components to allow full simultaneous machining of one or two wheel sets on the same truck.
b. The Lathe shall machine the wheel profiles on wheel sets that are stand-alone, or still in the bogies, under or removed from the rail vehicle.
c. The Lathe shall include Mechanical Chip Collection / Removal Conveying System, Remote Controls and Interlock, and Dust and Fume Collection Systems.
d. The Lathe shall include all piping, wiring, conduit and switching required to connect the equipment to the building utilities and to interconnect the various system components.
e. The Lathe shall include a data acquisition and recording system for all work performed.
f. The Lathe shall also include all accessories, appurtenances, support structures and controls, required for complete and operational equipment installation.
3. The Contractor shall be responsible for: a. Coordinating the testing and commissioning of the equipment by the Manufacturer, including but not limited to
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making arrangements with SEPTA for employees, rail vehicles, and classroom space, based upon requests from the manufacturer. This is to ensure that testing and commissioning activities do not conflict with other facility construction activities. b. Constructing the equipment pit, installing embedded items, and providing all required electrical-mechanical and connectivity services in the facility per the Manufacturer’s requirements, to ensure that the equipment offers an optimal performance. c. Coordinating with the manufacturer, taking into account the dates for completion of scheduled manufacturing milestones, the delivery of the equipment in order to meet Contractor’s obligations and ensuring that the required pit, embedments and utilities are complete and ready for installation of the equipment. d. Providing a licensed surveyor in the Commonwealth of Pennsylvania, as required by the Manufacturer or his representative, to measure Contractor-installed specific pit interface dimensions with the TWTM equipment as directed by the Manufacturer or his representative to verify location, sizes, distances, squareness, etc., before concrete is placed on installed forms and at other key intervals as describing in paragraphs 1.05.F and 3.04.F. The surveyor shall develop drawings for the Manufacturer’s and Engineer’s review and acceptance of the dimensions measured. All construction modifications needed, based on this dimensional information provided, is the responsibility of the Contractor.
4. The Contractor will furnish and install (based upon the Manufacturer’s approved design):
a. Embedded shop rail up to the edge of pit, to be installed after machine rails are installed b. Conduit with pull wires for power and control wiring (embedded conduit only) c. 480V electrical power to the System’s main panel/disconnect as designated by the manufacturer on Shop Drawings.
1.03 REFERENCED SECTIONS:
A. Section 11000 Equipment General Requirements
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1.04 STANDARDS AND REGULATIONS:
A. All equipment shall be manufactured and set up in accordance with all industrial and safety standards that apply to the work. B. Industry Standards:
1. AAR Association of American Railroads
2. AFBMA Anti-Friction Bearing Manufacturers Association
3. AISC American Institute of Steel Construction
4. ANSI American National Standards Institute, ANSI B 30.2, Safety Standard
5. AREMA American Railway Engineering and Maintenance of Way Association
6. ASQC American Society of Quality Control
7. AWS American Welding Society
8. IEEE Institute of Electrical and Electronics Engineers
9. ISO International Standards Organization, ISO 9001, 2008 Edition
10. NEMA National Electric Manufacturers Association
11. NFPA National Fire Protection Association, Publication No. 70 (NFPA 70)
12. NESC National Electrical Safety Code
13. UL Underwriters Laboratories, Inc.
C. Safety and Governmental Standards:
1. Occupational Safety and Health Administration (OSHA)
2. National Electrical Code (NEC)
3. Society of Automotive Engineers (SAE)
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D. All applicable federal, state, and local codes and regulations
1. If there is a conflict between codes and standards, the most stringent requirements shall take precedence and the best quality materials and workmanship shall be supplied and applied.
2. Materials and equipment shall be manufactured in compliance with ISO 9001-2008 quality standards. This includes, but is not limited to, nuts, bolts, threads and heads for the same, pipes, conduits and electrical connectors.
1.05 QUALITY CONTROL AND QUALIFICATIONS:
A. The provisions of specification section 11000 apply.
B. The information contained in this Specification and on the Contract Drawings is based upon a typical installation. It is provided to describe the basic scope and requirements of the TWTM System and as a design guide for the completion of the work. This specification may not provide all of the details associated with the specific model of the selected manufacturer. The TWTM System manufacturer shall provide SEPTA with information and details associated with the specific TWTM System to be provided. This detail and information includes, but is not limited to:
1. All of the components required for the proper operation of the TWTM System.
2. The manufacturer’s installation requirements needed for the design of all supporting infrastructure such as concrete foundations, structural steel supports, electrical service and grounding, other utility connections, safety guarding, and any temporary or permanent fixtures of the facility necessary to allow installation, operation and maintenance to take place.
3. Inserts and anchoring device requirements that must be set in concrete or built into the construction by the Contractor for the installation of the TWTM System.
C. Design and manufacture the system for a minimum 30-year life span given that scheduled maintenance will be performed in accordance with the manufacturer’s instructions.
D. Employ a quality assurance program that meets the requirements of ANSI and that satisfies all safety-related quality assurance requirements imposed by applicable government regulatory agencies.
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E. Assembled components purchased by the manufacturer for this Contract, such as motors, pumps, and electrical devices, shall be the standard products of qualified manufacturers. 1. A “qualified manufacturer” is defined as a firm having a minimum of 5 years documented experience in the manufacture of the component. 2. All similar items shall be the products of a single manufacturer.
F. The Manufacturer shall coordinate the following with the Contractor:
1. The design of systems, sub-systems and components related to the System with the building structure and in matters of building and life/safety.
2. The equipment to be located within the spaces allocated for such equipment and verify that all dimensions and utility services are adequate for the equipment.
3. The design of inserts and anchoring devices, which must be set in concrete or built into the construction for installation of the system.
G. Qualifications of Manufacturer:
1. The Manufacturer shall be a reputable manufacturing firm, regularly engaged in the design and manufacture of the type of industrial equipment specified herein.
2. The Manufacturer shall operate an installation and repair department, and shall maintain an adequate supply of spare parts.
3. The Manufacturer shall be able to demonstrate at least five years' experience designing, manufacturing, installing, and providing product support for specialized equipment of this type.
4. The Manufacturer shall be responsible for providing equipment of high quality and workmanship, which will perform specified functions reliably and safely, and shall permit required maintenance procedures with minimum interference of service or degradation of reliability.
H. Manufacturer’s Field Representative:
1. The Manufacturer's field service representative or designate shall be on site, for a minimum of two days, to supervise/approve of the locations of embedded items listed in paragraph 1.02.F.1a including
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all embedments, pipes and conduits related to the drop table, prior to placing in concrete.
2. The Manufacturer's field service representative or designate shall supervise the installation of the equipment, conduct acceptance testing, and train SEPTA personnel in the proper operation and maintenance of the equipment.
3. The Manufacturer's field service representative shall be a qualified supervisor currently employed by the Manufacturer, having a minimum of 5 years documented training and experience in the installation of the equipment being furnished; and who shall work with the Contractor and shall be present at the Site for all of the installation work of the equipment being furnished. The manufacturer shall submit the qualified supervisor’s resume for review and approval a minimum 90 days prior to the shipment of the equipment.
I. Qualifications of Installer:
1. Installation of the TWTM System is part of the scope of work for the Manufacturer. The Manufacturer may elect to do all of the installation work with his own employees, or may elect to hire one or more qualified subcontractors to perform the work under direct on-site supervision of the Manufacturer.
2. Firm(s) performing actual installation of the TWTM System, as distinct from supervision, shall have a minimum five years' documented experience in performing similar types of heavy equipment installation, and possess current state contractor's license(s) and general liability insurance as required by the Commonwealth of Pennsylvania and as set forth in Section B, “SPECIAL TERMS AND CONDITIONS.”
3. The Manufacturer (and his subcontractor(s), if any) shall employ an adequate number of specialists who are skilled workmen and who are thoroughly trained and experienced in the methods and requirements necessary for the proper execution of the work under this Section.
4. The Manufacturer shall provide a qualified Supervisor who is a factory-trained employee with documented experience in equipment installation and testing, and who shall be present at the job site for 100% of the equipment installation, start-up and testing.
5. All on site installation workers shall be SEPTA safety trained.
J. Welding: Shall conform to the guidelines of AWS.
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K. Pre-Installation Conference: SEPTA, the Contractor and the Manufacturer shall meet at least one week in advance of the scheduled date for start of the installation of the equipment, and after submittals have been approved. The requirements for the equipment installation and conditions which could possibly interfere with successful performance of the work will be reviewed at this time. All individuals concerned with the equipment installation, or required to coordinate with it or to protect it thereafter, are required to attend the conference.
1.06 SUBMITTALS:
A. Submittals shall be provided in accordance with Section 11000, Equipment General Requirements, as supplemented and/or modified by this section.
B. Incomplete, partial or “piecemeal” submittals will be returned without review. Submit packages in accordance with the Sequence of Approval in Section 11000. C. For each package, include an electronic copy (Adobe Acrobat PDF) on CD-ROM or flash drive. Scanned items shall be legible at normal (100%) display. Color originals shall be scanned in color. D. Submit product data for all non-consumable purchased components, including: 1. Catalog cuts, pamphlets, brochures, color samples, and descriptive literature. 2. Equipment specifications. 3. Performance and test data. 4. Country of origin. 5. Components not falling under this requirement are shop-fabricated items and/or items having a list unit price less than $1000.00. 6. Specific items included in this work shall be indicated on the manufacturer's product data sheets. Excluded items may be crossed out if this configuration is more logical. 7. The Contractor shall include product data addressing the following items along with all other requested product data: a. Hydraulic power unit, including performance curves that indicate rate of delivery. b. Programmable Logic Controller (PLC) (if utilized) c. Operator interface
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d. All motors e. Electrical starters, breakers, and panels f. Transducers, limit switches and sensors
E. Detailed information on locations where fabrication and/or assembly operations for the equipment to be furnished as part of this Contract are to take place.
F. Submit Shop Drawings showing the following: 1. Layout drawings showing equipment layout, elevations, conduit runs, utility layout and hook-ups, clearances, and all required dimensions. 2. Foundation drawings identifying the equipment footprint; required pit dimensions and details including dimensions, depth, utility locations, and drain locations; base plate dimensions including length, width, and depth; floor loading; vibration isolation pads; anchor bolt details, including locations, quantity, size, type, and embedment; and elevations. In addition to embedded items, items that require coring and grouting/cementing of pit shall also be identified, dimensionally located, detailed and coordinated with equipment requirements. 3. Data for equipment structural loads imposed on the pit/foundation. 4. Design calculations that pertain only to the structural design of the rail support system of the equipment sealed by the Manufacturer’s Professional Engineer licensed to practice in the Commonwealth of Pennsylvania. 5. Design calculations for foundation and pit requirements, including loads imposed on the foundation under maximum conditions and rolling (impact) loads across the pit floor. 6. Assembly drawings, including bill of materials and material specifications. 7. Detailed electrical and hydraulic schematic drawings of assemblies and components, other than assembly drawings. 8. Operation narrative describing truck and wheelset placement operations including description of tooling, fixtures, and adapters to be used. Operation narrative shall include description of any safety interlocks. 9. Utility connection plan. 10. Electrical control diagram/schematic.
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11. Electrical wiring diagrams. Show all requirements for embedded conduit. 12. Hydraulic system schematic diagram.
G. Submit equipment installation instructions including: 1. Manufacturer’s recommended installation instructions; 2. Manufacturer’s installation drawings of TWTM and all associated equipment of the system; 3. Installation schedule; 4. Installation instructions shall include a detailed explanation of the equipment installation process, and a listing and drawings of embedments and fasteners, equipment pads, bases, and anchors including torque requirements, accessories, or other items necessary for a complete installation; 5. Complete electrical wiring diagrams including schematics. 6. Installation schedule shall clearly describe installation steps that will be performed by the Contractor, and installation steps that will be performed by the Manufacturer/Installer along with estimated time durations for these steps. H. Submit Material Safety Data Sheets (MSDS), or 16-section Safety Data Sheets if available in this new format, of all chemical materials, substances and compounds that will be used on this Contract. This includes but is not necessarily limited to the following: 1. All cements, caulks, sealants and paint products used in the installation 2. Any recommended lubricant, oil, hydraulic fluid, or chemical products to be used in the operation and/or maintenance of the equipment, including product trade name, chemical composition, and physical properties. I. Start-up and Acceptance Testing Plan, procedures, and typical schedule. 1. Identify all rail vehicles and other items needed for start-up and testing. 2. Provide timely notification to Contractor to arrange for rail vehicles and other items. 3. Rail vehicles, wheelsets and assembled trucks required for testing, will be furnished by SEPTA, as arranged and coordinated by the Construction Contractor.
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J. Spare Parts List 1. Spare parts list shall be provided in accordance with Section 11000, Equipment General Requirements, as modified herein. 2. Provide spare parts considered normal for routine maintenance of the equipment for one year, Include pricing for SEPTA to purchase these parts within 2 years of completion of the project. 3. Provide a recommendation for spare parts inventory, beyond those items that are required for routine maintenance in the first year. This list shall include those items considered critical and for which extended acquisition time would create excessive downtime. Include part description, part number, quantity for review by SEPTA. Include pricing for SEPTA to purchase these parts within 2 years of completion of the project. K. Special Tools 1. Design the equipment to minimize the need of special tools for operation and maintenance. Submit a list all tools, fixtures, shims, adapters, and other specialty accessories required for proper operation of the TWTM System. 2. Provide two complete sets of tools of special tools for operation and maintenance to SEPTA, delivered directly to the Owner’s designated representative (not via Contractor). Obtain receipt for delivery. 3. Provide two industrial-grade metal toolboxes for storage of these items. L. Operation and Maintenance (O&M) Manuals: 1. O&M Manuals shall be provided in accordance with Section 11000, Equipment General Requirements.
1.07 VEHICLES AND DIMENSIONS:
A. Verify the dimensions and vehicle/truck/wheel characteristics of SEPTA’s fleet of locomotives and coaches to ensure proper operations of the equipment and avoid clearance conflicts. The SEPTA revenue vehicle fleet to be serviced at the Frazer Maintenance Facility will consist of the following: 1. Locomotives:
a. ACS-64 Electrics
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2. Coaches:
a. JWC3 Cab Car b. JWC3 Coaches c. ML Multi-Level Coaches d. EMU SilverLiner IV e. EMU Silverliner V
B. SEPTA shall provide the Manufacturer with a maximum of five (5) wheelsets total, 1 for each type of vehicle, for machine testing . The Manufacturer shall make arrangements and include the cost of handling and shipping these wheelsets round trip to the Manufacturer’s factory, from/to a SEPTA facility in the contract price. Each of the wheelsets must have sufficient tread thickness for multiple cuts, but if wheelsets are to be returned they may have wheels below condemning limits.
C. SEPTA shall provide the Manufacturer all available vehicle drawings that relate to clearances around the wheel sets in the normal operating positions.
D. The Manufacturer shall make a photographic record of each type vehicle, that illustrates the area surrounding the trucks and wheelsets that may interfere with operation of the TWTM.
E. The Manufacturer shall be responsible for coordination and proper relation of all work to the equipment installation and to the work of all trades for the installation of the equipment in the pit.
F. The Manufacturer shall verify all dimensions of the site and the vehicles that relate to fabrication and delivery of the TWTM System and notify the Engineer of any discrepancy before fabrication and delivery of the equipment to the site.
G. Surfaces to receive metal fabrications shall be sound, square and true. Such surfaces shall be examined prior to the installation of the fabrications and all defects that might impair the operability or shorten the life of any of the parts of the item shall be brought to the attention of the Engineer in writing, and will be corrected by the Contractor.
1.08 DELIVERY, STORAGE AND HANDLING:
A. Equipment and components shall be suitably crated to prevent damage in transit or during handling. Upon delivery, items shall be carefully stored or staged as required by SEPTA in a manner to avoid misalignment or
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distortion, and shall be adequately protected against damage by weather, vandalism, or other cause. 1. Manufacturer shall be responsible for safe storage/staging of the equipment during installation. 2. Damage to equipment caused by negligence of Contractor’s forces will be compensated by Contractor.
B. Special precautions shall be taken to prevent damage to electrical components such as motors, controls and conductors.
C. The Manufacturer shall store the equipment at his facility or similar secure facility until such time that it is required for installation in the pit in the newly constructed building. 1. Coordinate with Contractor regarding schedule for delivery and installation. 2. Contractor will be responsible for off-site storage charges that result from a postponement of delivery due to Contractor delays.
D. All materials shall be delivered to the site with their original manufacturer’s markings and identification intact. SEPTA and the Engineer reserve the right to reject materials that are damaged, improperly identified or not in conformance with reviewed shop drawings and catalog cuts.
1.09 WARRANTY:
A. Warranty: All equipment shall be warranted in accordance with Section B SPECIAL TERMS AND CONDITIONS and the following provisions: 1. Warranty period: two years from the date of final acceptance. 2. The manufacturer warrants that the work performed, and all materials and equipment furnished hereunder by the manufacturer or his subcontractors or suppliers will be free from defects in design, material, workmanship and operation for the warranty period. 3. "Defects" are hereby defined to include, but not by way of limitation, operation or control system failures, performances below required minimums, excessive wear, unusual deterioration or aging of materials or finished, unsafe conditions, the need for excessive maintenance, abnormal noise or vibration, and similar unusual, unexpected, and unsatisfactory conditions. 4. The TWTM manufacturer shall remedy any such defect at his own expense.
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5. Equipment or components that have been abused or neglected by SEPTA is excluded from this warranty. 6. Furnish written warranties required by the respective sections of the Specifications for time stipulated therein. These warranties shall be in writing, on manufacturer’s or supplier’s letterhead, and fully- executed copies shall be included in the O&M manual(s). 7. Major equipment components, specifically those manufactured by other than the primary equipment supplier, shall be covered by their own respective warranties, which shall not be less than the supplier’s standard warranty. These warranties shall also be included in the O&M manual(s). 8. Nothing in these requirements, conditions or specifications including SEPTA’s right to a complete inspection shall constitute a disclaimer to or limit, negate, exclude or modify in any way any warranty created hereunder.
1.10 BID OPTIONS:
A. Extended Warranty and Service Agreement: The manufacturer shall offer extended maintenance agreements on a bi-annual basis for a minimum of six years, to commence at the end of the 2-year Warranty period. Include guaranteed annual pricing on Bid Form. Pricing includes repair parts.
1.11 DELIVERABLES: A. Installed TWTM System and all accessories B. Shop drawings of equipment pit, within 45 calendar days of receipt of order C. Embedments, for installation by Contractor. Deliver embedments within 60 days following approval of pit foundation shop drawings. D. Operation & Maintenance and Parts Manuals E. Training Program F. Certificates of completion following training G. Spare Parts Lists H. Special Tools: Two sets of special tools and instruments, if any, required for maintenance or adjustment, packed in two appropriate steel tool boxes. Furnish these tools at least 21 days prior to commencement of the training program. I. Matching touch-up paint for each color used to permit retouching, prior to issuance of Substantial Completion Certificate.
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J. Calibration wheelset complete with storage stand and cover
PART 2 – PRODUCTS
2.01 GENERAL REQUIREMENTS:
A. Manufacturer:
1. The Tandem Underfloor Wheelset Lathe System (TWTM) shall be model number U2000-400-D as manufactured by the following, or approved equal:
a. Simmons Machine Tool Corporation a Division of NSH Group 1700 North Broadway Albany, NY 12204 Tel. No. (518) 462-5431 www.smtgroup.com
B. The machine shall include all required components to allow full simultaneous machining on one or two wheel sets on the same truck. The lathe shall machine the wheel profiles and the mounted brake disc surfaces on wheelsets that are standalone or still in the trucks, under or removed from the rail vehicle.
C. Equipment shall operate at supplied 480V / 3 phase / 60 hertz power.
D. The TWTM System, including the systems listed in section 1.11 above, shall be installed as shown on the Contract Drawings.
2.02 DESIGN REQUIREMENTS:
A. The machine shall consist of a frame mounted in the foundation by four leveling devices (fixators). These fixators shall be used for the alignment of the machine. The frame shall carry the crossbeam of the machine with two attached tool blocks and the roller carriers and the rail system. The electrical cabinet and the hydraulic unit shall also be attached to the base frame.
B. The equipment shall be comprised of:
1. Two side column weldments
2. Four leveling devices and anchor bolts and accessories
3. Gauge-dependent crossbeam
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4. The crossbeam shall serve as a machine bed of the tool blocks.
5. Two set of friction roller drives shall support and rotate the wheelsets.
6. Two sets of axial guide rollers shall be designed to guide the wheels at the inner surface.
7. Two sets outer axle box centering units shall be adjustable in height, for radial centering of wheelsets equipped with outer bearings.
8. Two sets inner axle box centering units for radial centering of wheelsets equipped with inner bearings.
9. Two sets tailstock centering units adjustable in height that can be manually swiveled from the parallel to the rail track position into 90 degrees to the rail track position. Tailstock centering units are able to clamp the wheel via live centers.
10. Two sets CNC turning tool blocks carrying out various wheelset machining tasks of the machine.
11. Two set-off standard turning tools for profile machining.
12. Four wear and diameter measuring devices intended to determine the position of the wheel set on the machine as well as the diameter, back-to-back dimension and the wear condition of the wheelset to be machined.
13. One complete rails system to be used for positioning and to support a wheelset, truck,vehicle or vehicles over the latter.
14. Two sets of machine enclosures (Covers, safety equipment) for optimum protection of the operator.
15. Data storage on flash drive shall be designed to allow transferring vehicle/wheelset data as well as measuring and machining data to a USB port jump drive.
16. A data acquisition and recording system for all work performed. This system shall ensure that the wheelset data is transferred to maintenance data records in the format required by the system.
a. Master Machine Control Panel (MMCP): 1.) The MMCP enclosure shall house motor starters, disconnect switches, the control circuit transformer, fuse blocks, contact blocks, and interlocks necessary
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for the proper function and operation of the wheel truing machine equipment. Each motor shall be protected by its own circuit breaker and each magnetic motor must have overload ground fault protection in all three phases. The MMCP shall be supplied power from a single 480 Volt, 3 phase, 60 hertz source and shall provide for circuit protection from that point. 2.) Control voltage shall be 120 V, 60 Hz or 24VDC obtained from control transformer(s) furnished within the MMCP. No controls accessible to the operator shall have wiring exceeding 120V to the ground. 3.) Machine drive shall be by motors of sufficient capacity, provided with infinitely variable speed control. Variable speed controllers shall be mounted in the MMCP. b. CNC Controller. 1.) Machine operations shall be based on the CNC operations and be integrated with the Programmable Logic Control (PLC) functions. The CNC operation shall be centralized CNC operation, incorporating a screen display on which operations and sequence of operation inclusive of help screens and operating prompts shall be displayed. 2.) The operator shall be required to confirm the wheel set data obtained by the measuring system and provide an affirmative command for the next menu instruction. 3.) The CNC screen shall display images relating to operator communications of pre-measuring, determination of depth of cut(s),machining proposal, operational data, final wheel set parameters, post measuring, auxiliary system(s) operations, end of cutting cycle, general wheel set data, and other images determined to be necessary for proper automatic machine operation. 4.) Data input by operator shall be checked for validity. Error input or input outside established and acceptable limits shall be rejected requiring new input via system entry. 5.) Image display shall also state selected flange correction value, flange thickness, wheel diameter (left/right), flange back to back dimension and other features relating to the operation.
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6.) The CNC controls shall communicate with the machine Programmable Logic Controller to provide diagnostic data of machine fault condition(s) leading to trouble identification. 7.) Post measuring of finished wheel sets shall be recorded and printable at the machine operator’s location. 8.) Wheel tread profile(s) shall be permanently stored in the programmable memory. Loss of memory is to be protected during power failure. c. PLC Controller: 1.) The Programmable Logic Controller (PLC) shall control the machine functions and operations. 2.) The PLC functions shall be connected to the CNC control operations and provide an optimum degree of automation and operator guidance. Operator guidance features shall be included for profile selection, sequence of machining steps, permissible limit values and fault indication. 3.) The PLC control shall also give the proper commands for all auxiliary systems such as chip conveyors, sliding rail assembly and approach indicators (both sides of machine). 4.) The PLC shall control the sequence of operation for lifting and initial positioning of wheels sets inclusive of supporting functions for hydraulic and electrical operations. d. Provide a Data Acquisition System (DAS) to record and store operator identification and vehicle, truck and wheel set identification. The system shall include computer, user- friendly software, storage media, internal modem, wireless network connection, laser printer and a work kiosk suitable to the shop environment. Display and print out shall include, but is not limited to: 1.) Operator name 2.) Vehicle number 3.) Truck serial number 4.) Truck position on vehicle 5.) Axle identifier 6.) Date and time of start and completion of truing 7.) Back to back wheel dimensions 8.) Initial diameter 9.) Final diameter
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10.) Finished wheel set data specified in accuracy requirements. 17. One chip disposal system designed to continuously guide the flow of chips.
a. Long continuous chips or turnings shall be directed into an auger or shredder and reduced to a small size. The auger or shredder shall be located directly under the wheel truing machine; and shall discharge into the chip collection system described below.
b. Chip collection shall be accomplished by means of an enclosed conveyor system which empties into a metal, self- dumping hopper. One metal, self-dumping hopper container shall be furnished under this contract. The location of the discharge end of the conveyor and the hopper are subject to the approval of the Engineer. Discharge end of the conveyor shall be stow-able when not in use to maximize clearance adjacent to the conveyor.
c. Conveyor length shall be based on chip removal from under the machine to a container location outside the shop north wall less than 10 feet from the pit. The underside of conveyor shall be minimum 10 feet above the top of rail in the shop. Exact location to be determined at the time of shop drawing submittal.
d. Electrically interlock the auger and conveyor system to automatically start and stop with the machine operation. In addition, provide a manual on/off control. The conveyor shall be void of chips prior to automated shut down.
e. Chip Crusher Features: 1.) A box type crusher casing of heavy welded steel plate. 2.) Once complete crushing mechanism with exchangeable cutting knives made from high grade special steel, ground on both faces for optimum operations. 3.) One chip funnel made from sheet metal, adjusted to the chip clearances of the machine. 4.) One complete crusher drive with gear and drive motor. f. Hinged Belt Conveyor Features
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1.) Welded steel square tube structure, mounting flanges and adjustable supporting feet and supports below discharge end. 2.) Roller mounted hinged belt with smooth plates and carriers. 3.) Complete drive including three-phase motor, electrical controls equipment, integrated in the control cabinet system of the machine. 4.) Joint hinged belt running on rollers. 5.) Complete drive with three-phase motor, electrical control system equipment, integrated in the electrical control of the machine. 6.) Provide layout of conveyor as shown on contract drawings. 18. Provide a 3 cubic yard capacity self dumping hopper container with the following characteristics: a. Hopper shall be model 4T-3/16-810 as manufactured by Roura Material Handling Inc., Clinton, MI 48035 Tel. #800- 968-9070 or approved equal.
b. 8000 lb capacity, 7 gauge steel
c. Standard forklift entry base
d. Angle reinforced top
e. Body chained to base
f. Pierced and extruded trunnion track
19. Wiring at the machine and control cabinets shall comply with NFPA 70 and Publication 79; except as clarified below:
a. Control panels shall be NEMA 12 enclosure.
b. Minimum size shall be AWG No.12 for power circuits and AWG NO.14 for control circuits. Wire shall be copper. Terminations shall be approved lugs in terminal blocks with numbered terminals and color coded wires with wire markers.
c. Wires in each of the control panels shall be color coded must be marked in the wiring diagram.
d. Wiring shall run from the control panels and terminate at junction boxes mounted on the machine. Wiring to fixed
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objects shall be run in conduit. Wiring to movable objects shall be made with flat cable festoon, or armored cable track.
20. Dimensions and Capacities
a. The machine shall be capable of machining wheels; under the following range of conditions.
b. Vehicle specific: 1.) Maximum Vehicle Length: 85’-0” 2.) Maximum Vehicle weight: 220,000# 3.) Maximum Axle Loading 55,000# 4.) Minimum Wheel center to Wheel center: 8’-6” 5.) Maximum Wheel center to Wheel center:51’-0 6.) Maximum Wheel Diameter: 3’-8” 7.) Minimum Wheel Diameter: 2’-8” 8.) Track gauge: 4’-8 ½”. c. Tread hardness, when new, may range from 197-363 BHN.Tread hardness of wheels in service may exhibit harder characteristics, especially in areas of skid flats.
d.) Finished wheel set accuracy: The manufacturer shall guarantee the following accuracies of machined wheel sets: 1.) Diameter parity of wheels on same axle not to exceed 0.080”, not to exceed 0.239” between axles on a single truck and .not to exceed .398” between wheels on different trucks on a single vehicle 2.) Concentricity (axial and radial run-out each wheel with journal surface for reference) 0.030” TDIR per AAR RP-631.2.2.2
3.) Tread surface finish-based on finish cut under ideal conditions range from 32 µ to 63 µ
2.03 STRUCTURAL REQUIREMENTS:
A. Verify dimensions prior to fabrication and construction.
B. Provide ASTM A36 or ASTM A572 Grade 50, tube steel to ASTM A500 Grade B, and pipe steel to the provisions of ASTM A501.
C. High Strength Bolts: ASTM A325.
D. Anchor Bolts: ASTM A 36 steel with heavy hexagonal nuts and standard washers.
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E. Welding Requirements: American Welding Society Structural Welding Code AWS D1.1 and welding electrodes shall be E70XX classification of AWS A5.1.
F. Surfaces to receive metal fabrications shall be sound, square and true, free from dirt, oil, grease, objectionable coatings, loose detached, or unsound fragments and all other foreign material.
G. Drilled in Anchors: HILTI, or approved equal, Stainless Steel Model HAS Rods with Model HVU Adhesive System, placed in accordance with manufacturer’s recommendations.
H. Grout: Epoxy grout for areas subject to vibration or impact loading.
2.04 ELECTRICAL REQUIREMENTS:
A. Provide totally enclosed, fan cooled, 60-minute, 55 degrees Celsius rise drive motors with motor-mounted disc brakes, air and hydraulically activated.
B. Provide motor controls with across-the-line, reversing, and magnetic 3-pole starters with circuit breakers and motor overload and under voltage protection. Include in the motor circuits current limit relays and timers to sense an overload condition and automatically shut down the system should excessive loads occur.
C. Design the system to operate from 480-volt, three-phase, 60-hertz current. Power shall be supplied from the main electrical panel for the wheel lathe. Provide all power and control conduit and wiring between the wheel lathe and car progression system. Provide a transformer to reduce the potential in the control circuits, including the push buttons and limit switches, to 120 volts.
D. Provide TWTM with interlocks to a Shunter System. Provide control circuits to accept interlocks from the TWTM system to prevent operation of the shunter system when the WTWM is energized and allow activation of the TWTM when the shunter is not operating. Coordinate the interlock requirements and locations with the TWTM and shunter Manufacturer and the Engineer.
E. Main Control Panel: The main control station shall be located adjacent to the wheel lathe. A 2-position maintained selector switch shall be provided. An ‘Emergency Button’ shall be provided.
F. System Activation Warning System: A horn and lights along the wheel truing track will operate whenever the system is energized.
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G. Emergency Stop: Design car shunter emergency stop system to stop both car shunter and TWTM whenever any "Emergency Stop" button is depressed.
H. Equipment shall be totally wired by the manufacturer starting at the power supply point and including a main disconnect switch.
I. Equipment grounding shall be accomplished by means of a separate grounding conductor in each conduit, sized according to Code. The grounding conductor shall have green insulation.
J. Provide conduit where required:
1. Minimum exposed conduit size: ¾ inch 2. Minimum embedded conduit size: 1 inch
K. Motors and drives shall be checked carefully for correct rotation and alignment before placing equipment into operation.
2.05 SAFETY INTERLOCKS A. Provide TWTM with interlocks to a Shunter System. Provide control circuits to accept interlocks from the TWTM system to prevent operation of the shunter system when the WTWM is energized and activation of the TWTM when the shunter is operating. Coordinate the interlock requirements and locations with of the TWTM and shunter Manufacturer and the Engineer.
B. Provide an interlock to prevent energizing the shunter until the machine is in the shut-down mode, and sliding rails are closed, permitting movement of a vehicle over the machine. C. Provide emergency stops as designed by the manufacturer. Whenever an emergency stop is activated PLC shall display a visual notice of which stop is active and audio alarms shall sound.
2.06 DUST/FUME COLLECTION SYSTEM
A. A dust collection unit shall be provided for each machine truing area and will be designed in accordance with NFPA 90A.
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B. The unit shall of sufficient size to draw a vacuum through the piping system to the truing area to remove air borne particles generated by wheel truing. C. Flexible hoses shall be provided as required for movement of the machine only. D. Collected materials will be deposited in a 3 CY capacity canister for disposal. E. Replaceable filter media shall be provided and easily replaced. F. The dust and fume extraction system shall be a single unit placed outside the north wall under a canopy and can be operated automatic and manual mode as manufactured by Vac-u-Max, 69 William St., Belleville, NJ 07109 or approved equal. The suction pipes shall be positioned close to the working area of the tooling. Provide suction diversion valve to accommodate vacuum hose connection when lathe is not in use. G. Piping over north walkway shall be minimum 10’-0” above top of rail.
2.07. TRAIN PROGRESSION CONTROL PANEL AND INDICATION A. The machine shall have space and power for a lathe side controller for any of the rail vehicle mover(s) servicing the TWTM for use by the lathe operator.
2.08 GASKETS AND FASTENERS:
A. Furnish all bolts, studs, nuts, and other fasteners for make-up of all connections to equipment and replace any of these items damaged in storage, shipment or moving. Bolts shall comply with applicable SAE requirements including manufacturer’s identification and certification of testing.
B. All torque fasteners shall be torque-marked.
2.09 HOLES, OPENINGS AND INSERTS:
A. The Contractor will provide holes and openings in floors, walls, ceilings, and roofs.
B. The Contractor will use dustless methods, grout holes in concrete pit walls, and floor after installation of equipment, and will leave them in a completely neat and sealed condition.
C. The Contractor will install concrete inserts.
2.10 NOISE AND VIBRATION ISOLATION:
A. The noise level shall not exceed 80 dBA at the operator’s main console location when the TWTM System is in operation and machining a wheel profile.
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2.11 PAINTING:
A. Shop prime and finish coat the equipment, with the exception of wearing surfaces and non-ferrous material; and touch-up in field after installation in accordance with the manufacturer’s painting recommendation and OSHA requirements.
B. Surface Finish: All surfaces shall be primed, and then painted with a two- part epoxy or polyurethane paint in accordance with the paint manufacturer’s instructions.
C. Equipment shall be given one shop prime coat of approved rust-inhibitive paint containing at least 50 percent rust-inhibitive pigments and manufacturer’s standard finish coat system. Submit paint color charts and samples which shall indicate brand and type of paint for both the prime coat and finish coat systems. All selections must be approved by the Engineer.
D. Field painting equipment, including touch-up painting, if any, is included under this Section. Normally, equipment shall be factory-finished as previously specified. Where factory finishes are provided on equipment and no additional field painting is specified, all marred or damaged surfaces shall be touched up or refinished so as to leave a smooth, uniform finish at the time of Final Acceptance. Touch-ups shall be of the same type of paint as the original, with equivalent dry film thickness
E. Surfaces shall be free of rust, scale, dirt, and oil before painting. Matching touch-up paint shall be provided in the amount of one quart of each color used to permit retouching. The touch-up paint shall be provided prior to Substantial Completion.
2.12 LABELING A. Securely attach to each major item of equipment showing manufacturer’s name, serial and model numbers, electrical characteristics, and capacity.
B. All equipment, control panels and ancillary devices shall be clearly and distinctly identified by signage to indicate its intended use and purpose for all related operator and maintenance functions. All wording and symbols shall be in English; all dimensions shall be in metric and English.
C. All control, warning and instructional information shall be engraved on stainless steel metal and be riveted or screwed into conspicuous places, unless otherwise approved by the Engineer.
D. All characters’ colors shall be in contrast with the background color. All colors shall be resistant to fading from all sources including, but not be
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limited to, sunlight, dirt, extreme temperatures, age, ozone, oil and common cleansers.
2.13. MAINTAINABILITY A. Design the wheel lathe and chip collection system, dust/fume collection system, and car progression system, associated equipment, and appurtenances requiring periodic maintenance, to allow accessibility for service, adjustment, repair, or replacement with use of common tools associated with the equipment or the specified special tools.
2.14. WARNING DEVICES A. Provide and install two (2) visual amber colored warning lights to illuminate when the machine is operating. The location shall be coordinated with Engineer.
B. Provide and install two (2) alarm bells. Coordinate location with Engineer.
PART 3 - EXECUTION
3.01 PREPARATION:
A. The manufacturer shall: 1. Verify substrate surfaces are solid, free from surface water, frozen matter, dust, oil, grease scaling or laitance, projections and other foreign matter detrimental to performance. Obtain Manufacturer’s approval of substrate in writing; submit copy to Engineer.
2. Remove debris from underfloor wheel lathe and all equipment specified herein, blow substrate surfaces clean using oil-free compressed air.
3. Prohibit traffic on prepared areas until Work of this Section completed.
4. Supply and install temporary protection to adjacent surfaces to prevent damage resulting from Work of this Section.
5. Use the services of a qualified Manufacturer's Representative to verify that all pit and foundation work relating to the equipment installation is correct and notify the Engineer.
6. Include field measurements, protection of track work and related electrical and compressed air service connection points, surface preparation and approval by the Manufacturer’s Representative.
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3.02 FABRICATION: A. Fabrication shall be in accordance with all specifications and approved shop drawings.
B. Fabricate equipment from newly manufactured materials, products, and components. The manufacturer shall not utilize used, refurbished, or remanufactured materials, products, or components. Surfaces shall not be warped (unless by design) and free of dents and distortions.
C. Pre-assemble units to greatest extent feasible for shipping. Grind exposed welds flush. Remove all sharp edges.
D. Field check for clearances and interferences before fabrication and relocate material and equipment furnished as required to eliminate interferences.
3.03 PRE-SHIPMENT INSPECTION AND TESTING: A. Pre-shipment inspection and operational testing shall be performed at the manufacturer’s factory to determine conformance with the requirements in the equipment specification.
1. The manufacturer shall make the equipment ready for a comprehensive pre-shipment inspection and witnessing of operational testing by SEPTA if desired.
2. The equipment shall be laid-out in its final configuration to allow for all performance and functionality to be observed before shipment.
B. Prepare and submit for SEPTA’s approval a schedule and comprehensive procedure for functional testing and inspection. The submittal shall be submitted for review and approved not less than 4 weeks prior to the start of the pre-shipment inspection and testing and shall include step by step procedures, pass/fail criteria, all referenced documentation, and any other information necessary to perform one successful demonstration of the equipment’s operation and performance. At a minimum the pre-shipment inspection and testing shall demonstrate:
1. Equipment performs the work for which it is intended
2. Ability of the control logic to protect the mechanical and electrical equipment from common operator and other types of errors and problems.
3. All safety features
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4. Basic functions of the equipment
C. The manufacturer shall bear all expenses of all tests, including the furnishing of all necessary instruments, lubricants, hydraulic fluids, supplies, data recorders, and operating personnel.
D. Any issues or discrepancies identified during the pre-shipment inspection and testing shall be documented in a written report, prepared by the manufacturer, detailing the issues or discrepancies identified and the manufacturer’s proposed corrective actions. This report shall be submitted to SEPTA within two weeks after the completion of the pre-shipment inspection and testing and the manufacturer must obtain approval from SEPTA before corrective actions may be implemented. All issues or discrepancies identified shall be resolved before the equipment is shipped.
E. After successful completion of in-plant testing SEPTA may elect to order spare parts. Upon receipt of any order for parts, the manufacturer shall furnish five copies of the approved spare parts lists as adjuncts of the Operations and Maintenance manuals within 30 days.
F. Upon acceptance of the factory test by SEPTA, the manufacturer shall then submit a site installation acceptance testing program at least 60 calendar days prior to the site acceptance test, allowing SEPTA and the Engineer to witness the test, demonstrating how the equipment complies with all specified requirements. Provide material and manpower required for the program. SEPTA will provide rail vehicles and components.
3.04 INSTALLATION:
A. Erect TWTM system including all appurtenances in accordance with approved shop drawings and manufacturer's instructions. Manufacturer's Representative shall supervise the installation of the TWTM and appurtenances.
B. Install supports and hangers required for the proper installation of equipment.
C. Install electric wiring and controls complete to deliver a properly operable and maintainable wheel truing system
D. Make final connections to building utility services provided as work of other Sections.
E. Lubricate equipment as required by the manufacturer, using recommended lubricants.
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F. Prior to installation of TWTM system, inspect the pit for proper installation of anchor bolts and conduits as indicated on the approved Drawings.
G. Fit equipment and appurtenances to the space provided and make readily serviceable. The Contractor and manufacturer shall coordinate work with other trades.
3.05 SETTING AND ALIGNING EQUIPMENT:
A. Equipment shall be set and aligned in accordance with manufacturer’s recommendations, by the manufacturer’s Drawings and applicable standards of trade practice.
B. Equipment shall be set true and level. The manufacturer shall demonstrate adequate leveling of installed equipment.
C. Retighten bolted connections after installation.
3.06 CLEANING:
A. Clean fabricated assemblies and equipment items thoroughly before and after operating and testing.
B. Touch-up damage to painted finishes.
C. Wipe and clean equipment of any oil, grease, and solvents, and make ready for use.
D. Clean area around equipment installation and remove packing or installation debris from job site.
3.07 EQUIPMENT FINAL ACCEPTANCE TEST
A. Perform all testing of the equipment and system as required by section 11000 and as specified herein to verify proper installation and operation of all systems and components. Include the following test:
1. Electrical test:
a. Electrical continuity of all circuits.
b. Power voltage and ampere readings during operating tests, using recording instruments.
c. Short circuit and ground.
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d. Test Interlock Systems to demonstrate that the rail progression system is not operable when the underfloor wheel lathe is in operation. Demonstrate this interlock using all car progression system controls.
B. Equipment final acceptance test plan shall identify operational performance testing, functional performance testing, and integrated system testing to be performed. Testing shall include the following:
1. Operate wheel truing equipment through four complete cycles of operation. Two cycles shall demonstrate proper truing of two (2) wheels on a single axle. Two cycles shall demonstrate proper simultaneous truing of two axles (and four wheels) on a single truck. Each cycle shall confirm that the machine is meeting the machining tolerances and other requirements specified herein. Confirm that all equipment operates as specified.
2. Operate car progression system through four complete cycles of operation. Demonstrate the ability to pull cars in both direction and accurately position each wheelset on the center of the truing machine. Confirm that equipment operates as specified.
3. Check and adjust horizontal and vertical alignments of wheel truing and rail progression equipment. Check and adjust limit switches, controls, and equipment.
4. Demonstrate proper operation of diagnostic interface with the factory via modem provided with the equipment.
5. At the conclusion of the Final Acceptance Test, training shall be scheduled, as specified in section 11000.
3.08 TRAINING
A. Training shall be provided in accordance with Section 11000, Equipment General Requirements, and per requirements below: 1. Operations Staff Training – 24 hrs. of classroom and hands on training 2. Maintenance Staff: 30 hrs. of classroom and hands on training 3. Operations and Maintenance Supervisor Training – 8 hrs
3.08 FOLLOW-ON INSPECTION AND TESTING:
A. Provide three complete follow-on inspections of the equipment:
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1. First inspection shall be performed by the manufacturer and witnessed by SEPTA six months after the date of Final Acceptance of the TWTM System. At this time a re-alignment and/or adjustment of all critical equipment elements shall be made at the manufacturer’s expense. All machine functions shall be tested for proper operation. Provide a written report to SEPTA of all findings, maintenance and operating recommendations and any items in need of repair or modification.
2. At 12 months after Final Acceptance of the TWTM System, all machine functions shall be tested by the manufacturer for proper operation. Provide a written report to SEPTA of all findings. Maintenance and operating recommendations and any items in need of repair or modification shall be made by the manufacturer.
3. A 24-month follow-on inspection including production operation of the TWTM shall be made by an authorized manufacturer's factory service technician, with assistance from SEPTA.
END OF SECTION
TANDEM UNDERFLOOR WHEELSET LATHE SYSTEM 11135 - 31 G SOUTHEASTERN W PENNSYLVANIA D .
TRANSPORTATION K
AUTHORITY C O
EM&C DIVISION L B E
1234 MARKET ST, 13TH FL, L T Southeastern Pennsylvania I PHILADELPHIA, PA 19107 T _ 4 3 X
CHIEF ENGINEER - EM&C 2 2 _
Transportation Authority A ***AS REQUIRED*** T P E CHIEF ENGINEERING OFFICER - B&B S \ E
CHIEF RAIL TRANSIT OFFICER T A L P SYSTEM SAFETY M E
ENGINEERING, MAINTENANCE, AND CONSTRUCTION T DIRECTOR OF ENGINEERING - B&B T E
MANAGER - ARCH / ENGINEERING E H S
PROJECT MANAGER D
STV Incorporated N A
PROJECT MANAGEMENT
1818 Market St. S Philadelphia, PA 19103 K C O
Naik Consuting Group, P.C. L 200 Metroplex Drive B E
Edison, NJ 08817 L T I T Sowinskisullivan \ A
4075 Linglestown Rd. 2
Harrisburg, PA 17112 E G
Geo-Explorers, Inc. A K
168 W. Ridge Pike, Suite 306 C A
Limerick, PA 19468 P
-
FRAZER SHOP & YARD EXPANSION KS Engineers, P.C. S KSE T
35 South 3rd Street E
Philadelphia, PA 19106 E H S _ \ T N E M E G A N A M
D D A C
0 7 5 0 \
ENGINEER / ARCHITECT SEAL O F N I
D ' S P M A E FTA NO.: N/A PENNDOT PROJECT NO.: N/A ------
SEPTA PROJECT NO.: N/A T S D ' Y K S
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E N Y I B L P ------ACT NO. NOTIFICATION LIST CONTACT PHONE LIST I C S I D
DISCIPLINE NAME PHONE _ 0 0 5 3 PROJECT MANAGER PETER FEDUN (215) 832-3510 \ 1 0 0 0 N CIVIL BARBARA HOEHNE (717) 545-1108 _ 1 O I 5 T 9 P 4
TRACKWORK ANDREW SOKOL (213) 430-0584 I 1 R 0 4 C \ S (973) 623-2999 1
UTILITIES LARRY KERN E 5 9 D 4 1
ARCHITECTURE ANTHONY HORLER (973) 726-3260 ext 123 0 4 \ S
(973) 642-3191 T
GEOTECHNICAL JOHN PIZZI C E J
STRUCTURAL GAVIN McMANAMAN (610) 385-8242 O R P \ : MECHANICAL DjILDA GULEZIAN (212) 614-3449 I ------INDUSTRIAL RONALD HERRMANN (212) 614-3415 - E (215) 832-3532 T ELECTRICAL SUNIT PATEL A D ------OCS GLENN CHANG (973) 642-3191 V E ------COMMUNICATIONS CHRISTOPHER HERTZ (215) 832-3501 R P N O O I LOCATION H S S N
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DATE: DRAWN BY: V.POON
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1 1 I S SHT. NO.: OF ---- 467 E D ARCHIVE NO.: % 5 7
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COMPUTER FILE NO.: REV. NO.: U T A
15CR-GN0001 NO. T S ACCESS ROAD BASE COURSE TRANSFORMER PAD PROPOSED LARGE COMPONENT STORAGE BUILDING FINISHED FLOOR ELEV. 460.5
PROPOSED DROP TABLE BAY FINISHED FLOOR ELEV. 466.0
CONCRETE ENGINEER / ARCHITECT SEAL PAD ASPHALT BASE COURSE
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AR0311 STV Incorporated O
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3' - 0" )
124 2
Y DN 3
B 22' - 11 5/8" SHIM PIT 466' - 0" 1' - 4" 0 4.1 5
1
(
123 \
A
T
456' - 3 1/2" P 1' - 11 7/8"
E
S
\
: 5' - 0"
2 2 L ______1 ______TRACK 9 466' - 0" AR0315 464' - 3" C AR0333 AR0402 L
N 20' - 0"
O
I
T
P 5' - 0"
I
R
462' - 6" 1 2 455' - 5 1/2" C
S
AR0510 AR0510 E 18' - 0" D DN 458' - 5 1/2" DRIP LINE TRENCH
4
4.2 2
2 DRAIN, TYP.
1
2
0 1 CRANE RUNWAY DN
R 0 DN DN 3"
4.3 A
R 5' - 0" ABOVE 15' - 0"
/
A
/
1
4.4 1 5' - 9" 11' - 10" 6" TYP. 3 AR0510 4' - 9"
E
4.5 T
A
D
7 114 V 1 CONC. STAIR CONC. STAIR E AR0521 AR0522 R SCHEDULED DOOR LO. HI. 3' - 4" 13' - 1 3/4" AND FRAME
TRACK 8 2 CL AR0214
D
T
R
MATCHLINE: FOR CONTINUATION SEE 1 / AR0127 A
P
MATCHLINE: FOR CONTINUATION SEE FOR CONTINUATION MATCHLINE:
-
MATCHLINE: FOR CONTINUATION SEE FOR CONTINUATION MATCHLINE:
N
A
L
P
1' - 5 1/4" R
O
M
A
O
L 5
4
F
:
2
T
3
:
S
9
ARCHITECTURAL
6
R
I
1
0
F WHEEL TRUING BAY
2
/
8
1
/
4 1 FIRST FLOOR PLAN - PART D AR0123 SCALE: 1/8" = 1'-0" REF: AR0200 FRAZER SHOP & YARD EXPANSION CONTRACT 2 - REPAIR SHOP DATE PRINTED: DATE SCALE: SCALE FACTOR: AS NOTED 1:1 DATE: DRAWN BY: Author 22 MAR 2016 CHECKED BY: Checker WORK ORDER NO.: XXX XXX-XX SHEET NUMBER L AB AR0123
8642 0 8 DWG. NO.: OF s EF u
t
a CD SHT. NO.: OF t
S
514
t
JK ARCHIVE NO.: c
e GH j
o
SCALE: 1/8" = 1'-0" r
15CR-FAC-PM- P AR0123 : COMPUTER FILE NO.: REV. NO.: S KEYPLAN U
T
A
15CR- AR0123 0 T
S t
v
r
4.1 4.2 4.34.4 SOUTHEASTERN .
PENNSYLVANIA A
1.8 2 2.2 2.4 2.8 2.9 3 4 4.5 6a 5 6 7 7a 2 TRANSPORTATION
e
3' - 3 1/8" 2' - 0" AUTHORITY g
a
EM&C DIVISION k
3' - 9" 6' - 0" 8' - 0" 3' - 0" 4' - 9" 31' - 11 7/8" 26' - 0 1/8" 2' - 0" 50' - 0" c
a
1234 MARKET ST, 13TH FL, P
MECHANICAL RTU; REFER PHILADELPHIA, PA 19107 d EXISTING METAL 2 r
a ______2 EXISTING CONSTRUCTION TO REMAIN; NO NEW WORK
TO MECH DWGS Y ROOFING TO AR0300 AR0315 r
CHIEF ENGINEER - EM&C e REMAIN z
COLD APPLIED BUILT UP a
r
CHIEF ENGINEERING OFFICER - B&B F ROOFING
A
2 T ______CHIEF RAIL TRANSIT OFFICER
PREFINISHED ALUM COPING P
AR0333 E
SYSTEM SAFETY S PREFINISHED THROUGH EXISTING ROOF HIGH POINT \
T
WALL SCUPPER 502' - 2 1/32" R
1' - 0 1/2" 1' - 0 DIRECTOR OF ENGINEERING - B&B
O
EXISTING ROOF LOW POINT P
PENDANT LIGHT FIXTURE; MANAGER - ARCH / ENGINEERING:: X
501' - 1 9/16" E REFER TO ELECTRICAL DWGS PROJECT MANAGER: Y
A 4' - 3" 2' - 6" INSULATED TRANSLUCENT T.O. PARAPET WHEEL TRUING BAY PART D D
N
PANEL 496' - 10 1/2" STV Incorporated O
M T.O. STL. WHEEL TRUING BAY PART D 1818 Market Street
-
PREFINISHED RAIN 494' - 4 1/2" Philadelphia, PA 19103 8
1
-
WATER LEADER; REFER 4
0
-
TO PLUMBING DWGS 6
1
0 5' - 4 1/4" 5' - 4
2
\ UNIT HEATER t
u
O
INSULATED METAL p 14' - 4 1/2"
i
Z WALL PANEL \
A
2
_ 8"
e
SECOND FLOOR g 12' - 2 1/4"
a 480' - 0" k c
GUTTER a T.O. PRECAST P
_
n
479' - 4" o
i
PAINTED STRUCTURAL s
n
a STEEL FRAMING 9' - 7"
p
x
E
C C C C _ INSULATED PRECAST L L L L T.O. RAIL d
r
CONC WALL PANEL a
469' - 9" Y
_
& 3' - 9"
_ GRADE; REFER TO 1' - 9" GROUND FLOOR
p
466' - 0" o CIVIL DWGS h
S
DEPRESSED SLAB _ ENGINEER / ARCHITECT SEAL r
e
CONC SLAB; REFER TO 464' - 3" z
a
TRACK 9 TRACK 8 D
r
'
F STRUCTURAL DWGS SHIM PIT P
_ TRACK 7 TRACK 6 A 1' - 9"
462' - 6" A
2 T
D
'
P
K 3 AR0402 1/2" 7' - 0
E
C
WHEEL TRUE PIT S
AR0330
)
455' - 5 1/2" 2
Y
3
B
0
5
1
(
\
A
T
P
E
S
\
1 SECTION THROUGH WHEEL TRUING BAY LOOKING EAST : AR0311 SCALE: 1/8" = 1'-0" L 4.1 4.2 4.34.4 REF: AR0101 N
O
2.8 2.9 3 4 4.5 6a 5 6 7 7a I
T
2' - 0" 2' - 0" P 3' - 3 1/8" I 4' - 9" 31' - 11 7/8" 23' - 0 1/8" 3' - 0" 50' - 0" 5' - 0" R
C
S
E
D MECHANICAL RTU; REFER 1 ROOF ACCESS TO MECH DWGS ______AR0315 LADDER COLD APPLIED BUILT UP ROOFING EXISTING CONSTRUCTION TO REMAIN; NO NEW WORK
PREFINISHED ALUM COPING ______2 AR0333 EXISTING METAL ROOFING TO REMAIN EXISTING ROOF HIGH POINT 1' - 0 1/2" 1' - 0 502' - 2 1/32"
E
EXISTING ROOF LOW POINT T
A PENDANT LIGHT FIXTURE; 501' - 1 9/16" D
REFER TO ELECTRICAL DWGS V
E 4' - 3"
T.O. PARAPET WHEEL TRUING BAY PART D R 496' - 10 1/2" T.O. STL. WHEEL TRUING BAY PART D
3' - 8 1/2" 3' - 8 494' - 4 1/2" UNIT HEATER, REFER TO MECH. DRAWINGS T.O. PARAPET WHEEL TRUING BAY PART C
2' - 6" 493' - 2" T.O. STL. WHEEL TRUING BAY PART C
INSULATED TRANSLUCENT 3/8" 6' - 1 10' - 8" 490' - 8" PANEL 7' - 8 5/8" 7' - 8
INSULATED METAL N
O
SECOND FLOOR I
WALL PANEL T 480' - 0"
C 8"
T.O. PRECAST E
PREFINISHED RAIN WATER LEADER; S 479' - 4" REFER TO PLUMBING DWGS S
M 9' - 7"
S
A
O
6
2
R 13' - 4"
:
C C C C 4 PAINTED STRUCTURAL L L L L T.O. RAIL C
3
:
9
STEEL FRAMING 469' - 9" ARCHITECTURAL
6
1
0 3' - 9" INSULATED PRECAST GROUND FLOOR WHEEL TRUING BAY
2
/
CONC WALL PANEL 466' - 0" 8
1
/
4
3' - 6" SHIM PIT TRACK 9 TRACK 8 462' - 6"
GRADE; REFER TO TRACK 7 TRACK 6 FRAZER SHOP & YARD EXPANSION
CIVIL DWGS CONTRACT 2 - REPAIR SHOP 7' - 0 1/2" 7' - 0 WHEEL TRUE PIT PRINTED: DATE SCALE: SCALE FACTOR: CONC SLAB; REFER TO 455' - 5 1/2" STRUCTURAL DWGS AS NOTED 1:1 DATE: DRAWN BY: Author 22 MAR 2016 CHECKED BY: Checker
0 0 WORK ORDER NO.:
2
2
3
3 AR0313 AR0310 AR0312 1 / AR0321
0
0 2 / / / / XXX XXX-XX
SECTION THROUGH WHEEL TRUING BAY LOOKING EAST R R 2 AR0321 1 1 1
A AR0311 A SHEET NUMBER
/ / SCALE: 1/8" = 1'-0" 2 AR0317 /
2 1 / AR0317 1 L REF: AR0101 1 / AR0315 AB 2 / AR0315 AR0311 1 / AR0314 2 / AR0314 8642 0 8 1 / AR0316 DWG. NO.: OF s EF u 2 / AR0316 t
a CD SHT. NO.: OF t
S
514
t
JK ARCHIVE NO.: c
e GH j
o
SCALE: 1/8" = 1'-0" r
15CR-FAC-PM- P 2 / AR0311 1 / AR0311 2 / AR0310 AR0311 : COMPUTER FILE NO.: REV. NO.: S KEYPLAN U
T
A
15CR- AR0311 0 T
S t
v
r
SOUTHEASTERN .
PENNSYLVANIA A
2 TRANSPORTATION
e
AUTHORITY g
a
EM&C DIVISION k
c
a
1234 MARKET ST, 13TH FL, P
PHILADELPHIA, PA 19107 d
r
a
Y
A B C D E F G r 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" CHIEF ENGINEER - EM&C e
z
a
r
CHIEF ENGINEERING OFFICER - B&B F
A
PREFINISHED THROUGH PENDANT LIGHT FIXTURE; CHIEF RAIL TRANSIT OFFICER T
P
WALL SCUPPER; TYP. REFER TO ELECTRICAL DWGS E
SYSTEM SAFETY S
MECHANICAL RTU; REFER \
T
TO MECH DWGS R INSULATED TRANSLUCENT DIRECTOR OF ENGINEERING - B&B COLD APPLIED O PANEL 1 3 P BUILT UP ROOFING MANAGER - ARCH / ENGINEERING:: X
E
AR0524 2' - 6" AR0530 T.O. PARAPET WHEEL TRUING BAY PART D
PREFINISHED PROJECT MANAGER: Y
496' - 10 1/2" A
ALUM COPING D
2 T.O. STL. WHEEL TRUING BAY PART D N ______
STV Incorporated O AR0311
494' - 4 1/2" M 1818 Market Street
-
1' - 2 1/2" 1' - 2
Philadelphia, PA 19103 8
1
5
-
1
4
3
T.O. PARAPET WHEEL TRUING BAY PART C 0
- INSULATED METAL 0
6
R
493' - 2" 1 2' - 6"
A WALL PANEL 0
T.O. STL. WHEEL TRUING BAY PART C 2
/
\
t
2 490' - 8" u
O
UNIT HEATER 10' - 8"
p
i
Z
\
A
SECOND FLOOR 2
_
e
480' - 0" g
a
k
PAINTED STRUCTURAL T.O. PRECAST c
a 8"
STEEL FRAMING 479' - 4" P INSULATED PRECAST _
n
o
i
CONC APRON; REFER CONC WALL PANEL 9' - 7"
s
n
TO STRUCTURAL DWGS a 112 p OH DOOR T.O. RAIL x GRADE; E 1 _ 469' - 9" d REFER TO r AR0330 a
Y 3' - 9" CIVIL DWGS 1' - 9"
GROUND FLOOR _
&
466' - 0" _
p
o
DEPRESSED SLAB h
S
464' - 3" _ ENGINEER / ARCHITECT SEAL r
e
SHIM PIT z
a 1' - 9"
D
r
' MATCHLINE: FOR CONTINUATION SEE FOR CONTINUATION MATCHLINE:
F 462' - 6" P
_
A
CONVEYOR A
T
PTD STL FRAMING; REFER D
'
P
458' - 5 1/2" K
E
TO STRUCTURAL DWGS C
S
1 SECTION THROUGH WHEEL TRUING BAY LOOKING NORTH
) 4' - 0 1/2" 4' - 0 AR0315 SCALE: 1/8" = 1'-0" 2
Y
3
B
0
REF: AR0101 5
1
(
\
A
T
P
E
H J K L M M.9 N N.1 O S
\ 8" :
L 20' - 0" 20' - 0" 20' - 0" 20' - 0" 15' - 0" 5' - 0" 19' - 4"
N
INSULATED METAL O
I
T
WALL PANEL P PENDANT LIGHT FIXTURE; MECHANICAL RTU; REFER I
R
C
REFER TO ELECTRICAL DWGS TO MECH DWGS EXISTING METAL S
E 1 ROOFING TO REMAIN D INSULATED PRECAST ______INSULATED TRANSLUCENT AR0311 PANEL CONC WALL PANEL 2 PAINTED STRUCTURAL AR0333 371 EXISTING ROOF HIGH POINT ______502' - 2 1/32"
UNIT HEATER 1/2" 1' - 0 STEEL FRAMING COLD APPLIED AR0334 SMOKE BUILT UP ROOFING EXISTING ROOF LOW POINT 501' - 1 9/16" PREFINISHED VENT 1
ALUM COPING AR0530 2' - 6" T.O. PARAPET WHEEL TRUING BAY PART D 4' - 3"
E
496' - 10 1/2" T
A T.O. STL. WHEEL TRUING BAY PART D D
494' - 4 1/2" V
E
R 1' - 2 1/2" 1' - 2
T.O. PARAPET WHEEL TRUING BAY PART C 493' - 2"
2' - 6" T.O. STL. WHEEL TRUING BAY PART C
6 490' - 8"
1 10' - 8"
5
3
1
0
3
R
0
A
R
/ SECOND FLOOR
A
1 / 480' - 0"
N
1
O
I
8" T.O. PRECAST 479' - 4" T
C
E 9' - 7"
S 125
L
A
T.O. RAIL N 115 I
D 469' - 9" M
A
U
3
T 3' - 9" 1' - 9"
I
GROUND FLOOR 4
:
4
G
466' - 0" 3
:
N
9
ARCHITECTURAL
DEPRESSED SLAB O
6
L
1
464' - 3" 0 WHEEL TRUING BAY
2
/
SHIM PIT 8 1' - 9"
1 462' - 6" /
4 CONVEYOR
3' - 0" 458' - 5 1/2" WHEEL TRUE PIT FRAZER SHOP & YARD EXPANSION MATCHLINE: FOR CONTINUATION SEE FOR CONTINUATION MATCHLINE: CONTRACT 2 - REPAIR SHOP MATCHLINE: FOR CONTINUATION SEE FOR CONTINUATION MATCHLINE: 455' - 5 1/2" DATE PRINTED: DATE
4' - 0 1/2" 4' - 0 SCALE: SCALE FACTOR: CHIP CONVEYOR; CONC SLAB; REFER TO AS NOTED 1:1 DATE: 2 SECTION THROUGH WHEEL TRUING BAY LOOKING NORTH REFER TO EQUIP DWGS STRUCTURAL DWGS DRAWN BY: Author AR0315 SCALE: 1/8" = 1'-0" 22 MAR 2016 CHECKED BY: Checker
0 REF: AR0123 0 WORK ORDER NO.:
2
2
3
3 AR0313 AR0310 AR0312 1 / AR0321
0
0 / / / / XXX XXX-XX
R R 2 AR0321 1 1 1
A
A SHEET NUMBER
/ / 2 AR0317 /
2 1 / AR0317 1 L 1 / AR0315 AB 2 / AR0315 AR0315 1 / AR0314 /
2 AR0314 s 8642 0 8 1 / AR0316 DWG. NO.: OF EF u 2 / AR0316 t
a CD SHT. NO.: OF t
S
514
t
JK ARCHIVE NO.: c
e GH j
o
SCALE: 1/8" = 1'-0" r
15CR-FAC-PM- P 2 / AR0311 1 / AR0311 2 / AR0310 AR0315 : COMPUTER FILE NO.: REV. NO.: S KEYPLAN U
T
A
15CR- AR0315 0 T
S t
v
SOUTHEASTERN r
.
N PENNSYLVANIA 7
0
GENERAL SHEET NOTES TRANSPORTATION p
u
AUTHORITY e
s EM&C DIVISION i
w
1. FOR GENERAL STRUCTURAL NOTES SEE SHEET _
1234 MARKET ST, 13TH FL, A ST1001 AND ST1002. PHILADELPHIA, PA 19107 2
0
0
2. FOR LEGEND AND TECHNICAL TERMS SEE SHEET D
3
ST1003. CHIEF ENGINEER - EM&C S
-
1
3. FOR FLOOR LOADING DIAGRAMS, SEE SHEETS 5
CHIEF ENGINEERING OFFICER - B&B 9
ST1005 THRU ST1007. 4
1
CHIEF RAIL TRANSIT OFFICER 0
4. FOR TYPICAL CONCRETE DETAILS, SEE SHEETS 4
\
s ST1501, ST1502. SYSTEM SAFETY t
n 5. FOR FOOTING AND PIER SCHEDULES, SEE SHEET e DIRECTOR OF ENGINEERING - B&B m
u
ST1502. c
MANAGER - ARCH / ENGINEERING:: o
D
\
a PROJECT MANAGER: t
e
s
i
w
\
s
STV Incorporated r
e
1818 Market Street s
U
Philidelphia, PAeet 19103 \
: H J K L M M.9 N C 20'-0" 20'-0" 20'-0" 20'-0" 15'-0" 5'-0"
4'-0" FACE OF EXISTING WALL
F9.6 /P-3 F9.6 /P-3 F9.6 /P-3F9.6 /P-3 F9.6 F9.6 /P-3 OUTSIDE 464'-8" 464'-8" 464'-8" 464'-8" 464'-8" FACE OF WALL 462'-0" 4" & 6" 458'-6" 458'-6" 458'-6" 464'-8" 462'-0" DRAIN LINE
"
7
-
'
1 GB-1 GB-1 GB-1 GB-1 GB-1
2.8 3 2.8 ST1312 2 ST1311
4
0
1
1 ENGINEER / ARCHITECT SEAL
T 3
S
D
'
"
/
P
0
-
A
' 1 4
2
E 4
2 WHEEL TRUING PIT D ST1312 '
E SIM K
1 C S SEE / ST1118
N
462'-6" Y
O
B
I
T
A
"
U
0
N
-
'
I
2 T C TRACK 9
4
N
O
C
1
N
R ST1312
O
I
O
T
P
F
I
:
R
C
E
S
458'-5 1/2" "
N
E
I F9.6
0
D
-
L
'
0
H
2
C
T 464'-8" 4
A ST1312 M 4.3
GB-1 GB-1 GB-1 GB-1 GB-1 4.5 3 4.5 ST1312
E
T
A
D 2 /P-3 /P-3 F9.6 /P-3 F9.6 /P-3 F9.6 F9.6 V ST1311
E
F9.6 /P-3 464'-8" 464'-8" 464'-8" 464'-8" R 464'-8" 462'-0" 458'-5 1/2" 458'-5 1/2" 458'-5 1/2" 462'-0"
D
T
R
A
P
-
1 FOUNDATION PLAN - PART D N
A
ST1105 SCALE: 1/8" = 1'-0" 0 4' 8' 16' L
P
- TOP OF GRADE SLAB ELEVATION 466.0' N
O
M
I
P
T - GB-1 INDICATES GRADE BEAM 2'-0" W x 2'-8" H W/ ( ) # (T & B) & #4 STIRRUPS @ 18" OC
9
A
0
- TOP OF GRADE BEAM EL 464'-8" (TYP UN) :
D
0
3 STRUCTURAL
N
:
3
U
6
O
1
0
F
2
/
5 WHEEL TRUING BAY TRUING WHEEL
1
/
4 FRAZER SHOP & YARD EXPANSION YARD & SHOP FRAZER CONTRACT 2 - REPAIR SHOP DATE PRINTED: DATE SCALE: SCALE FACTOR: AS NOTED 1:1 DATE: DRAWN BY: T. WISE 22 MAR 16 CHECKED BY: Checker WORK ORDER NO.: XXX XXX-XX SHEET NUMBER
DROP TABLE BAY L ST1105 WHEEL AB DWG. NO.: OF TRUING BAY LARGE COMPONENT N
STORAGE BUILDING G EF I SHT. NO.: OF 514 S
CD E
ARCHIVE NO.: D
EXISTING JK MAINTENANCE
%
GH FACILITY 5
15CR-FAC-PM- ST1105 7
:
COMPUTER FILE NO.: REV. NO.: S
U
T
KEYPLAN A
15CR- ST1105 0 T
S t
v
SOUTHEASTERN r
.
N PENNSYLVANIA 7
0
GENERAL SHEET NOTES p TRANSPORTATION
u
AUTHORITY e
s EM&C DIVISION i
w
1. FOR GENERAL STRUCTURAL NOTES SEE SHEET _
1234 MARKET ST, 13TH FL, A
ST1001, ST1002. PHILADELPHIA, PA 19107 2
0 2. FOR LEGEND AND TECHNICAL TERMS SEE SHEET 0
D
3
ST1003. CHIEF ENGINEER - EM&C S
-
1
3. FOR SPECIAL INSPECTIONS SEE SHEET ST1004. 5
CHIEF ENGINEERING OFFICER - B&B 9
4. FOR FLOOR LOADING DIAGRAM, SEE SHEETS 4
1
ST1005 THRU ST1007. CHIEF RAIL TRANSIT OFFICER 0
4
\
s 5. FOR TYPICAL CONCRETE DETAILS, SEE SHEETS SYSTEM SAFETY t
n ST1501, ST1502. e
DIRECTOR OF ENGINEERING - B&B m
u
c
MANAGER - ARCH / ENGINEERING:: o
D
\
a PROJECT MANAGER: t
e
s
i
w
\
s
STV Incorporated r
e
1818 Market Street s
U
Philidelphia, PAeet 19103 \
:
C
G H J K L M 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" TRUING PIT C 10'-11 1/2"
1'-4" 17'-10" 10'-6" 1'-4" 12'-11" 1'-0" 4'-6" 1'-0" 40'-7 1/4" 1'-4"
16'-9" 1'-7" 6'-8 7/8" 1'-0" 3'-3 3/8"
4" & 6" PIPING 1'-0" 1'-0" 10" THROUGH WALL 2'-7 1/2" 4'-9 1/2" 4'-9 1/2" 2'-7 1/2" (SEE PLUMB SHEETS) 2'-0" 2.9
"
4
-
' ENGINEER / ARCHITECT SEAL
1
D
'
"
P
"
" 6 3
A
-
0
0 ' 4 - 3'-10" 4'-3 3/4"
-
ST1303 '
8" 8" '
2
3 ST1303 D
" 1 '
K
4
"
"
-
C
"
"
'
0
4
-
- 4
4
5
'
'
SLAB OPENING FOR / CA PIPING /
1
1
3
1
Y
4'-0"x4'-0"x6'-0" DP
B
3
" THROUGH WALL 0
-
"
-
'
'
0
" (INTERIOR DIMS)
3
-
1
' 8
-
'
4
"
1
- 3 " 20 1/2"x34 1/2" OPENING
' 7 PRECAST VAULT
8
4
/
3
1 ST1303 / FOR 20"x34" REGISTER
5'-4" 3
1
1
"
4 BOTTOM OF REGISTER
-
1
8
'
/
" FD FD -
'
5 24" ABOVE PIT FLOOR
3
8
3
/ 7 454'-7 5/8"
1
3 3 455'-5 1/2"
- ST1303 N
CA PIPING 462'-6" '
"
1
O
I
1
-
' 2
T
1 "
/ THROUGH WALL "
P
0
I
4
1 GRTG 8
/
1 2
/
R
3
6
1 C
ST1303
-
S
'
4 " SPAN
1
E
3 464'-3" 456'-3 1/2" -
'
4
1
D
1
/
-
6
'
1
5
" "
4 464'-0"
"
4 4 - FD
/ / ' 455'-5 1/2"
4
/
1 3
3
G
N TRACK 9 FD
1
T
0 0 C A
2
1 1
"
R
P
"
-
455'-5 1/2" - -
' ' '
2
4
S
G
/
/ 9 2'-6" 6 1 7
1
1
1 2
ST1303
2
4
-
-
'
' 456'-3 1/2"
3
3
8 "
"
0
" ST1303 -
'
8
E
/
8
T
1
/
3 4'-0" MAX A
3
D
2 455'-5 1/2" 3
-
1
' - TRUING MACHINE ANCHOR
ST1304 '
9 SPACING V
0
E " LOCATIONS (TYP 10 PLCS)
1
R
"
4
/
4
"
/ 1 (ANCHORS BY 8'-1 3/4"
3
1
-
'
4
- " MANUFACTURER) COORDINATE 1
5 4 ' FD FD -
4
'
1 5 ST1303
-
' ACTUAL LOCATION WITH
3 " 458'-5 1/2"
3
0
-
MANUFACTURER. "
'
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S H J K L M NN.1 SHEET KEYNOTES
2 1 48"x48" DUCT OPENING WIHTH 1/2" WMS, UP TO EF-8-M ON ROOF. SEE PLAN #2 ON CHIEF ENGINEER - EM&C DWG. MP1108. 2 72"x20" SUPPLY AIR DUCT FROM HV-4-M UNIT, LOCATED ON ROOF. ***AS REQUIRED*** 12 CHIEF ENGINEERING OFFICER - B&B CHIEF RAIL TRANSIT OFFICER GUH-10-M 3 72"Wx20"Hx36"LDISCHARGE AIR PLENUM (HV-3-M). SYSTEM SAFETY
4 DLD-2-M, 3,500 CFM DIRECTOR OF ENGINEERING - B&B
MANAGER - ARCH / ENGINEERING FOREMAN'S T PROJECT MANAGER OFFICE 5 72"x24" RETURN AIR DUCT UP TO HV-4-M UNIT, LOCATED ON ROOF. STV Incorporated 16 108 72"x20" RETURN AIR DUCT OPENING WITH 1/2" WMS. ECH-1 6 3 20"x20" EXHAUST DUCT UP TO GOOSNECK ON ROOF, 2,335 CFM 13 7 SUMMER, ZERO CFM WINTER. Sowinskisullivan T 4 2 5 WHEEL TRUE PIT 8 ER-1-M, 2,335 CFM. SHIM PIT 124 4 72"x20" 52"x16" 3 14 123 S VERTICAL DUCT MOUNTED PIT EXHAUST FAN EF-3-M, WITH 20"x20" 9 8 16-GAUGE GALVANIZED SHEETMETAL, VERTICAL INLET AND DISCHARGE DUCT CONNECTION. 1 VERTICAL DUCT MOUNTED PIT EXHAUST FAN EF-4-M, WITH 10 20"x20" 16-GAUGE GALVANIZED SHEETMETAL, VERTICAL INLET VD VD VD AND DISCHARGE DUCT CONNECTION. 8 7 VD 6 11 11 20"Ø, SCH. 40 FRE PIPE DUCT, DIRECT BURIED UNDERGROUND. PITCH DN. 4 7 VD MD PITCH DN. TANDEM WHEEL 5"Ø ID, 7"Ø OD BREECHING UP THROUGH ROOF. OFFSETS IN VD TRUE SHOP 12 11 BREECHING SHALL BE WITH 45°-DEGREE FITTINGS IN LIEU OF MD 104 15 ENGINEER / ARCHITECT SEAL VD MD MD 90-DEGREE ELBOWS, WHERE POSSIBLE AND AS APPLICABLE. 4.3 D 16 13 UNIT HV-4-M ON ROOF ABOVE. AP'D
T T T CK'D 14 SPACE HEATING THERMOSTAT TO GUH-10-M, SET 65°F (ADJUSTABLE). BY 16 20"x20" 9 ECH-2 20"x20" GUH-11-M 15 SPACE HEATING THERMOSTAT TO GUH-11-M, SET 65°F (ADJUSTABLE). 20"x20" 10 12 RTD SPACE TEMPERATURE SENSOR TO HV-4-M AND EF-8-M, SET 16 65°F (ADJUSTABLE) HEATING, SET 85°F (ADJUSTABLE) COOLING.
17 SPACE HEATING THERMOSTAT TO ECH-4-M, SET 65°F (ADJUSTABLE). MATCHLINE: FOR CONTINUATION SEE 1 / MP1107 MATCHLINE: FOR CONTINUATION FACTORY FURNISHED HEATING, COOLING SPACE THERMOSTAT TO 18 UNIT AC-2-M, SET 70°F (ADJUSTABLE) HEATING, 76°F COOLING, WALL MOUNTED 5'-0" AFF. DESCRIPTION FIRST FLOOR PLAN SHOP - PART D TRUE NORTH PROJECT NORTH 0 4' 8' 16'
SCALE: 1/8"=1'-0" I:\PROJECTS\4014951\4014951_0001\3500_DISCIPLINE & SYSTEMS INFO\0570 CADD MANAGEMENT\_SHEETS - PACKAGE 2A\09_MP_MECHANICAL-HVAC\MP1108 FIRST FLOOR PLAN SHOP - PART D.DWG DATE
1" CONDENSATE DRAIN THRU WALL TO SPILL ON REV GRADE AT ELEVATION 2" AFF, WITH PIPE SLEEVE AND UL APPROVED SILICONE SEALANT. 1" CONDENSATE DRAIN DROP TO FLOOR. ECH-4-M VD (25 CFM) 17 VD (32 CFM) SF-3-M
FC (TYP.).
T
6"x4" OAI DUCT FROM GOOSENECK ON HVAC ROOF. AC-2-M
6"x4" WHEEL TRUING BAY 6"x4" DUCT OPENING FIRST FLOOR PLAN SHOP - PART D
1 4/14/2016 11:47:44 AM WITH 2" WMS. FOREMAN'S T
OFFICE FRAZER SHOP & YARD EXPANSION CONTRACT 2 - REPAIR SHOP 108 DATE PRINTED: SCALE: SCALE FACTOR: 1/2" RS, 1/4"RL REFRIGERANT 1/8" = 1'-0" 1:1 PIPING UP TO ACC-2 ON ROOF. DATE: DRAWN BY: D. SHESKINA P-TRAP CHECKED BY: A. BAYER 1" CONDENSATE DRAIN. DROP TABLE BAY WORK ORDER NO.: L 18 A B WHEEL TRUING BAY LARGE COMPONENT DRAWING NUMBER E F STORAGE BUILDING MP1108 C D EXISTING J K MAINTENANCE DWG. NO.: 1 OF 1 FIRST FLOOR PLAN OF FOREMANS OFFICE #108 G H FACILITY TRUE NORTH SHT. NO.: ---- OF 467 PROJECT NORTH 0 2' 4' 8' KEYPLAN ARCHIVE NO.:
SCALE: 1/4"=1'-0" 15CR-FAC-PM-MP1108 COMPUTER FILE NO.: REV. NO.: 15CR-MP1108 NO. STATUS: 75% DESIGN 4.5 4.4 4.2 4.1 2.9 2.8 2.6 2.2
MATCHLINE: FOR CONTINUATION SEE 1/MP2107 4" FD-2 4" FD-2 4" FD-2 CODP CODP SW CODP H (TYP FOR 3) 4"X3" DOWNSPOUT BOOT 4"X3" EXTERNAL LEADER IW
EJD
462' - 6" - 462' 4" FD-2
SHIM PIT SHIM 123 CODP 4" FD-2 4" FD-2 J CODP 6"
PROJECT NORTH
CODP 464' - 3" - 464' 1
4" FD-2 4" FD-2
WHEEL TRUE PIT TRUE WHEEL 124 CODP K
458' - 5 1/2" 5 - 458' SW TRUE NORTH 2 (TYP FOR 4) CONNECT TO SITE STORM SEWER 4"ST (1500 SQ FT)
4" FD 455' - 5 1/2" 5 - 455' IW (12'-0" ABOVE FINISHED GRADE) 4"FAI (WITH FLAT GRATE) 6" OPENING CA CA 4" PIPE DN CODP 3 4 4 3 L 4" FD-2 4" FD-2
FIRST FLOOR PLAN SHOP UNDERGROUND - PART D 454' - 7 1/2" 7 - 454' CODP CODP 4" FD-2 6" IW TD-2 TD-2 M
0 SW
WHEEL TRUE BAY TRUE WHEEL CODP 5'-0" 4'
SCALE: TYP 104
4" 4" FOREMAN'S 8'
1/8"=1'-0"
OFFICE
108 S 16' MATCHLINE: FOR CONTINUATION SEE 1/MP2109 4 3 2 1 1" CA TO WHEEL TRUE PIT 1" CA UP SHEET KEYNOTES PIPING IN CONCRETE ENCASEMENT DUPLEX PUMPS - 100 GPM / 45 FT PIT: 4FT X 6FT DEEP MACHINE/EQUIPMENT COORDINATE LOCATION WITH WHEEL TRUING SEE DWG MP2114 FOR CONT SEE DWG MP2114 FOR CONT SP-2 6" PUMP DISCHARGE 5HP, 3 PH, 460 V DROP TABLE BAY TRUING BAY WHEEL G C H D E A KEYPLAN J F B K LARGE COMPONENT STORAGE BUILDING MAINTENANCE EXISTING FACILITY L Sowinskisullivan STV Incorporated PROJECT MANAGER MANAGER - ARCH / ENGINEERING DIRECTOR OF ENGINEERING - B&B SYSTEM SAFETY CHIEF RAIL TRANSIT OFFICER CHIEF ENGINEERING OFFICER - B&B ***AS REQUIRED*** CHIEF ENGINEER - EM&C COMPUTER FILE NO.: SHT. NO.: ARCHIVE NO.: 15CR 15CR DRAWING NUMBER WORK ORDER NO.: DATE: SCALE: DWG. NO.: 1/8" = 1'-0" FRAZER SHOP & YARD EXPANSION MP2108 ENGINEER / ARCHITECT SEAL - - MP2108 FAC ---- 1
- CONTRACT 2 - REPAIR SHOP PM OF OF CHECKED BY: DRAWN BY: SCALE FACTOR:
- WHEEL TRUING BAY MP2108 467 1:1 1 PLUMBING R. DUTAN J. PERISE REV. NO.: NO. FIRST FLOOR PLAN SHOP UNDERGROUND - PART D REV DATE DESCRIPTION BY CK'D AP'D
STATUS: 75% DESIGN DATE PRINTED: 4/15/2016 10:53:01 AM I:\PROJECTS\4014951\4014951_0001\3500_DISCIPLINE & SYSTEMS INFO\0570 CADD MANAGEMENT\_SHEETS - PACKAGE 2A\09_MP_MECHANICAL-PLUMBING\MP2108 FIRST FLOOR PLAN SHOP UNDERGROUND - PART D.DWG NO. REV. NO.: KSE EQ0123 - SCALE FACTOR: DRAWN BY: CHECKED BY: OF OF PM - FAC EQ0123 - - ENGINEER / ARCHITECT SEAL SCALE: DATE: WORK ORDER NO.: DRAWING NUMBER DWG. NO.: 15CR 15CR ARCHIVE NO.: SHT. NO.: COMPUTER FILE NO.: KEYPLAN D
2.2 2.4 OF CRANE HOOK COVERAGE MINIMUM LIMIT 16'
108 8'
OFFICE 5'-0"
FOREMAN'S
104 4'
TRUE SHOP
TANDEM WHEEL 0 1/8"=1'-0"
454' - 7 1/2"
455' - 5 1/2"
124 WT-08
WHEEL TRUE PIT
464' - 3"
6'-0" 6'-0"
123
SHIM PIT
462' - 6" 5'-0" SCALE: 1/8" = 1'-0" FIRST FLOOR PLAN - PART D - EQUIPMENT LAYOUT EQ0122 ABBREVIATIONS, AND EQUIPMENT SCHEDULE, SEE DRAWING EQ0120. FOR INDUSTRIAL EQUIPMENT GENERAL NOTES, 1. GENERAL NOTES GENERAL NOTES 1. FOR ELECTRICAL SYMBOLS, ABBREVIATIONS, AND H J K L M NN.1 GENERAL NOTES, SEE DRAWINGS EE0001 AND EE0002. GROUND BAR - 2. FOR SINGLE LINE DIAGRAM, SEE DRAWINGS EE0602 SEE DETAIL AND EE0603. 2P-30A, 600V 3. FOR PANEL SCHEDULES, SEE DRAWINGS EE1601 THRU 2.2 CONNECT TO NEMA 12 EE1604. GROUND BAR - BUILDING STEEL 3P-30A, 600V MOUNT ON UNIT NEMA 12 3P-60A SEE DETAIL SUMP PUMP ECH-4, 3.0 KW ROOM SCHEDULE OVERHEAD CHIP 600V CONTROL PANEL - SF-3-M CONVEYOR NEMA 12 PROVIDED BY OTHERS 0.1 HP MP3-31 ROOM ROOM RACEWAY 2.6 G G 2P-30A, 250V REMARKS RP5-8 NUMBER DESCRIPTION ROUTING NEMA 12 2.8 MOUNT ON UNIT TANDEM WHEEL 3 SUMP PUMP 3 104 E SP-1, 5 HP TRUE SHOP 2.9 ECH-1-M MP3-26 RP5-9 MP3-25 AC-2-M, 0.05 KW 108 FOREMAN'S OFFICE C 7.5 KW 123 SHIM PIT E MP4-13 3 GUH-10-M M 4 124 WHEEL TRUE PIT E GFI 3P-30A GFI 3/4 HP 108 4.1 600V RP5-6 3 GFI WT-03 - WT-04 - 3#8&1#10G- NEMA 12 3 TON BRIDGE MP3-20 TANDEM 3/4"CND 124 CRANE UNDERFLOOR RP5-7 WHEEL LATHE 123 J GFI GFI GFI TRACK 9 RP5-14
WT-02 J 3#2/0&1#6G- MOTORIZED SHIM TABLE 104 GFI 2"CND ECH-2-M, DAMPER 7.5 KW RP5-* 4.2 RP5-11 GFI ENGINEER / ARCHITECT SEAL GFI MP3-25 MP3-19 RP5-11 4.4 DP2 4.3 3P-30A MP3-8 1 1 600V, NEMA 12 M T 1 4.5 GUH-11-M, 3/4 HP MATCHLINE: FOR CONTINUATION SEE 1/EE1122 FOR CONTINUATION SEE MATCHLINE: EF-3-M 3P-200A PANEL 'MP4' 3 HP 600V, NEMA 12 PANEL 'MP3' EF-4-M, 3 HP WT-04 -TANDEM DISTRIBUTION PANEL 'DP2' UNDERFLOOR WHEEL PANEL 'LP2' LATHECONTROL PANEL TRANSFORMER 'T13' WT-03 - 3 TON BRIDGE PANEL 'RP5' CRANE CONTROL PANEL
3P-30A, 600V, NEMA 12
SCALE: SCALE FACTOR:
DATE: DRAWN BY:
CHECKED BY: WORK ORDER NO.: L A B DRAWING NUMBER E F C D
J K DWG. NO.: OF G H SHT. NO.: OF KEYPLAN ARCHIVE NO.: 15CR-FAC-PM-EE1123 COMPUTER FILE NO.: REV. NO.: NO.