Technical Specification Manual FINAL DRAFT

Transcription

1 Technical Specification Manual FINAL DRAFT 6/25/18

2 TABLE OF CONTENTS DIVISION 01 GENERAL REQUIREMENTS Summary Price and Payment Procedures (CFPUA Capital Projects) Administrative Requirements (CFPUA Capital Projects) Administrative Requirements (Development Projects) Submittals (CFPUA Capital Projects) Submittals (Development Projects) Special Procedures Quality Requirements Temporary Facilities and Controls (CFPUA Capital Projects) Bypass Pumping Product Requirements Execution and Closeout Requirements (CFPUA Capital Projects) Execution and Closeout Requirements (Development Projects) Project Design Drawing Requirements DIVISION 02 EXISTING CONDITIONS Demolition Asbestos Abatement for Utilities DIVISION 03 CONCRETE Concrete (For Smaller Projects) Precast Concrete Control Building DIVISION 05 METALS Anchoring Systems Metal Fabrications Metal Gratings Date Table of Contents Cape Fear Public Rev # Utility Authority

3 DIVISION 09 FINISHES Painting and Protective Coatings DIVISION 26 ELECTRICAL Basic Electrical Work Cable Trays for Electrical Systems Electrical Site Work Electrical Distribution Equipment Pump Control Panels Low Voltage Variable Frequency Drives Standby Generator Automatic Transfer Switches LED Lighting DIVISION 31 EARTHWORK Excavating, Trenching, Dewatering and Backfilling DIVISION 32 EXTERIOR IMPROVEMENTS Concrete Sidewalks, Driveways, and Gutters Security Fencing (Decorative) Security Fencing (Chain Link) Seeding and Sodding DIVISION 33 UTILITIES Identification for Utilities Piping Manhole Rim Adjustment Hydrostatic Testing Utility Horizontal Directional Drilling (HDD) Jacking and Boring Thrust Restraint for Utility Piping Precast Concrete Manholes and Utility Structures Date Table of Contents Cape Fear Public Rev # Utility Authority

4 Water Distribution Piping, Valves, Hydrants and Appurtenances Public Water Service Connections Disinfection of Water Pipelines, Facilities and Appurtenances Testing of Sanitary Sewer Mains and Manholes Sanitary Sewer Gravity Mains Sanitary Sewer Force Mains, Valves and Appurtenances Wastewater Pump Station Startup DIVISION 40 PROCESS INTERCONNECTIONS Magnetic Flow Meter Panel Mounted Instruments and Devices Wastewater Pump Station SCADA Remote Telemetry Unit (RTU) Submersible End Suction Pumps Date Table of Contents Cape Fear Public Rev # Utility Authority

5 SECTION SUMMARY PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Work Description CFPUA Capital and Development Specifications References Defined Terms 1.2 WORK DESCRIPTION A. Work of the Project includes construction, alteration, or rehabilitation of CFPUA water and sewer facilities. B. Work may be performed by CFPUA contractor, Developer contractor, NCDOT contractor, City of Wilmington contractor, or other contractors permitted to perform work related to CFPUA water and sewer facilities. C. Work shall be coordinated and scheduled with CFPUA, public utilities, and public or private agencies to minimize conflict and facilitate operation of existing utilities and infrastructure. 1.3 CFPUA CAPITAL AND DEVELOPMENT SPECIFICATIONS A. Fundamental differences in the legal aspects of privately-owned-funded contracts and publicly-owned-funded contracts require separation of some specification sections in DIVISION 01 GENERAL REQUIREMENTS. Those sections are identified accordingly in their title heading and as listed below: Price and Payment Procedures (CFPUA Capital Projects) Administrative Requirements (CFPUA Capital Projects) Administrative Requirements (Development Projects) Submittals (CFPUA Capital Projects) Submittals (Development Projects) Temporary Facilities and Controls (CFPUA Capital Projects) Execution and Closeout Requirements (CFPUA Capital Projects) Execution and Closeout Requirements (Development Projects) B. Except those listed above, all other sections in the CFPUA Technical Specifications shall apply to both privately-owned-funded projects and publicly-owned-funded projects related to CFPUA facilities. Date Summary Cape Fear Public Rev # Utility Authority

6 1.4 REFERENCES A. CFPUA Development Process & Procedures Manual B. CFPUA Design Guide C. CFPUA Materials Specification Manual D. CFPUA Standard Drawing Details E. CFPUA Procurement & Contracting Requirements F. EJCDC C-700 Standard General Conditions of the Construction Contract, DEFINED TERMS A. Definitions and terms used in these specifications follow the EJCDC C-700 Standard General Conditions of the Construction Contract, except the following with underlined additions: Agreement The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. Also, the written instrument which is evidence of the agreement between CFPUA and Developer covering the Work. CFPUA Cape Fear Public Utility Authority. Engineer The individual or entity named as such in the Agreement. Also, the Engineer that seals the approved drawings, provides certifications, and provides record drawings. Owner The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. Also, a Developer requesting approvals or conveyance by CFPUA. Resident Project Representative The authorized representative of Engineer who may be assigned to the Site or any part thereof. Also, a CFPUA employee assigned to inspect the Work. Work The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. For Developer led projects, the Work is limited to water and sewer facilities, appurtenances, and easements to be conveyed to CFPUA. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION Date Summary Cape Fear Public Rev # Utility Authority

7 SECTION PRICE AND PAYMENT PROCEDURES (CFPUA CAPITAL PROJECTS) PART 1 GENERAL 1.1 SECTION INCLUDES A. Contingency allowances. B. Schedule of Values. C. Application for Payment. D. Change procedures. E. Defect assessment. F. Unit prices. G. Alternates. 1.2 CONTINGENCY ALLOWANCES A. Include in Contract a stipulated sum/price as indicated on Bid Form, for use upon Owner's instruction as a contingency allowance. B. Contractor's costs for products, delivery, installation, labor, insurance, payroll, taxes, bonding, equipment rental, overhead, and profit will be included in Change Orders authorizing expenditure of funds from this contingency allowance. C. Funds will be drawn from contingency allowance only by Change Order. D. At closeout of Contract, funds remaining in contingency allowance will be credited to Owner by Change Order. 1.3 SCHEDULE OF VALUES A. Submit Progress Estimate schedule on EJCDC C-620 or Contractor's standard form or electronic media printout will be considered. B. Submit Schedule of Values within 15 days after date of Owner-Contractor Agreement. C. Format: Identify each line item with number and title. Also identify site mobilization, bonds and insurance. Schedule values shall total bid/agreement total(s). D. Include within each line item, direct proportional amount of Contractor's overhead and profit. Date Price and Payment Procedures Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

8 E. Revise schedule to list approved Change Orders with each Application for Payment. 1.4 APPLICATION FOR PAYMENT A. Submit copies of each Application for Payment on EJCDC C Contractor's Application for Payment as directed by Engineer at Preconstruction Meeting. B. Content and Format: Use Schedule of Values for listing items in Application for Payment. C. Submit updated construction schedule with each Application for Payment. D. Substantiating Data: When Engineer requires substantiating information, submit data justifying dollar amounts in question. Include the following with Application for Payment, when requested by Engineer. 1. Current construction photographs. 2. Record Documents, for review by Owner, which will be returned to Contractor. 3. Affidavits attesting to off-site stored products. 4. Construction Progress Schedule, revised and current. 1.5 CHANGE PROCEDURES A. Submittals: Submit name of individual who is authorized to receive change documents and is responsible for informing others in Contractor's employ or Subcontractors of changes to the Work. B. Carefully study and compare Contract Documents before proceeding with fabrication and installation of Work. Promptly advise Engineer of any error, inconsistency, omission, or apparent discrepancy. C. Requests for Interpretation (RFI) and Clarifications: Allot time in construction scheduling for liaison with Engineer; establish procedures for handling queries and clarifications. 1. Use CSI Form 13.2A - Request for Interpretation for requesting interpretations. 2. Engineer may respond with a direct answer on the Request for Interpretation form, EJCDC C-942, or Proposal Request. D. Engineer will advise of minor changes in the Work not involving adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions on EJCDC C E. Engineer may issue Proposal Request including a detailed description of proposed change with supplementary or revised Drawings and Specifications, a change in Contract Time for executing the change. Contractor will prepare and submit estimate within 10 days. F. Contractor may propose changes by submitting a request for change to Engineer, describing proposed change and its full effect on the Work. Include a statement describing reason for the change and the effect on Contract Sum/Price and Contract Time with full documentation. Date Price and Payment Procedures Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

9 G. Stipulated Sum/Price Change Order: Based on Proposal Request and Contractor's price quotation or Contractor's request for Change Order as approved by Engineer. H. Unit Price Change Order: For Contract unit prices and quantities, the Change Order will be executed on a fixed unit price basis. For unit costs or quantities of units of that which are not predetermined, execute Work under Work Directive Change, when necessary for expediency. Changes in Contract Sum/Price or Contract Time will be computed as specified for Change Order. I. Work Directive Change: Owner/Engineer may issue directive, on EJCDC C Work Change Directive (Owner s version) signed by Owner, instructing Contractor to proceed with change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute change. J. Document each quotation for change in Project Cost or Time with sufficient data to allow evaluation of quotation. K. Change Order Forms: EJCDC C Change Order (Owner s version). 1.6 DEFECT ASSESSMENT A. Replace the Work, or portions of the Work, not conforming to specified requirements. B. If, in the opinion of Engineer, it is not practical to remove and replace the Work, Engineer will direct appropriate remedy or adjust payment. C. The defective Work may remain, but unit sum/price will be adjusted to new sum/price at discretion of Owner. D. Defective Work will be partially repaired according to instructions of Engineer/Owner, and unit sum/price will be adjusted to new sum/price at discretion of Owner. E. Authority of Owner to assess defects and identify payment adjustments is final. 1.7 UNIT PRICES A. Unit Price Schedule and Measurement of Quantities: 1. The Bid Form stipulates the unit price schedule for payment. Unit price items are measured by each, weight, volume, area, linear means, etc. as specified in the measurement and payment section prepared for the project by Engineer/Owner. B. Take measurements and compute quantities. Engineer will verify measurements and quantities. C. Unit Quantities: Quantities and measurements indicated on Bid Form are for Contract purposes only. Actual quantities provided shall determine payment. 1. When actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at contracted unit sum/prices. Date Price and Payment Procedures Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

10 2. When actual Work requires 25 percent or greater change in quantity than those quantities indicated, Owner or Contractor may claim a Contract Price adjustment. D. Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services and incidentals; erection, application, or installation of item of the Work; overhead and profit. E. Final payment for Work governed by unit prices will be made on basis of actual measurements and quantities accepted by Engineer multiplied by unit sum/price for Work incorporated in or made necessary by the Work. 1.8 ALTERNATES A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in Owner-Contractor Agreement. The Owner-Contractor Agreement may identify certain Alternates to remain an Owner option for a stipulated period of time. B. Coordinate related Work and modify surrounding Work. Description for each Alternate is recognized to be abbreviated but requires that each change shall be complete for scope of Work affected. 1. Coordinate related requirements among Specification Sections as required. 2. Include as part of each Alternate: Miscellaneous devices, appurtenances, and similar items incidental to or necessary for complete installation. 3. Coordinate Alternate with adjacent Work and modify or adjust as necessary to ensure integration. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION Date Price and Payment Procedures Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

11 SECTION ADMINISTRATIVE REQUIREMENTS (CFPUA CAPITAL PROJECTS) PART 1 GENERAL 1.1 SECTION INCLUDES A. Coordination and Project conditions. B. Preconstruction meeting (CFPUA Pre-Con Checklist Attached). C. Progress meetings. D. Pre-installation meetings. E. Substantial Completion meeting. F. Closeout meeting. G. Permits. 1.2 COORDINATION AND PROJECT CONDITIONS A. Coordinate scheduling, submittals, and Work of various Sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements. B. Verify that utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate Work of various Sections having interdependent responsibilities for installing, connecting to, and placing operating equipment in service. C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit as closely as practical; place runs parallel with lines of building. Use spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. Coordination Meetings: In addition to other meetings specified in this Section, hold coordination meetings with personnel and Subcontractors to ensure coordination of Work. 1.3 PRECONSTRUCTION MEETING A. Engineer will schedule and preside over meeting after Notice of Award. Date Administrative Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

12 B. Attendance Required: Engineer, Owner, Resident Project Representative, appropriate governmental agency representatives, major Subcontractors, and Contractor. C. Minimum Agenda: 1. Submission of schedule of values, and Progress Schedule. 2. Designation of personnel representing parties in Contract. 3. Communication procedures. 4. Procedures and processing of requests for interpretations, field decisions, field orders, submittals, substitutions, Applications for Payments, proposal request, Change Orders, and Contract closeout procedures. 5. Scheduling. 6. Critical Work sequencing. 7. Traffic Control Plan. 8. See attached CFPUA PRE-CON CHECKLIST. D. Engineer: Record minutes and distribute copies to participants within two days after meeting. 1.4 PROGRESS MEETINGS A. Engineer/Owner to schedule and administer meetings throughout progress of the Work at maximum monthly intervals. B. Engineer/Owner to make arrangements for meetings, prepare agenda with copies for participants, and preside over meetings. C. Attendance Required: Job Superintendent, major Subcontractors, and suppliers, Engineer, and Owner, as appropriate to agenda topics for each meeting. D. Minimum Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems impeding planned progress. 5. Review of submittal schedule and status of submittals. 6. Review of off-site fabrication and delivery schedules. 7. Maintenance of Progress Schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of project progress. 11. Maintenance of quality and work standards. 12. Effect of proposed changes on Progress Schedule and coordination. 13. Other business relating to Work. E. Engineer/Owner to record minutes and distribute copies to participants within two days after meeting. 1.5 PRE-INSTALLATION MEETINGS Date Administrative Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

13 A. When required in individual Specification Sections, convene pre-installation meetings at Project Site before starting Work of specific Section. B. Require attendance of parties directly affecting, or affected by, Work of specific Section. C. Notify Engineer/Owner four days in advance of meeting date. D. Prepare agenda and preside over meeting: 1. Review conditions of installation, preparation, and installation procedures. 2. Review coordination with related Work. E. Record minutes and distribute copies to participants within two days after meeting. 1.6 SUBSTANTIAL COMPLETION MEETING A. Attendance Required: Contractor, major Subcontractors, Engineer, Owner, and other appropriate to agenda. B. Minimum Agenda: 1. Contractor notification required in accordance with General Conditions. 2. Testing requirements. 3. System demonstration and observation. 4. Operation and maintenance instructions for Owner's personnel. 5. Inspection of Work. 6. Preparation of "punch list." 7. Inspections by authorities having jurisdiction. 8. Status of certification and testing requirements. 9. Status of record drawings. 10. Schedule for Engineer inspection to determine date of Substantial Completion. 11. Review closeout Submittal requirements: a. Project record documents. b. Operating and maintenance documents. c. Operating and maintenance materials. d. Affidavits. e. Warranties. C. Record minutes and distribute copies to participants within two days after meeting. 1.7 CLOSEOUT MEETING A. Attendance Required: Contractor, major Subcontractors, Engineer, Owner, and other appropriate to agenda. B. Minimum Agenda: 1. Status of "punch list." 2. Preparation for final inspection of Work. 3. Completion time for correcting deficiencies. 4. Procedure to request Final Payment. Date Administrative Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

14 5. Final cleaning. 6. Preparation for final inspection. 7. Closeout Submittals: a. Project record drawings and documents. b. Operating and maintenance documents. c. Operating and maintenance materials. d. Affidavits. e. Warranties 8. Contractor's demobilization of Site. 9. Maintenance. 10. Final Application for Payment. C. Record minutes and distribute copies to participants within two days after meeting. 1.8 PERMITS A. Furnish all necessary permits for construction of Work that are not provided by Owner including the following: 1. New Hanover County Building Permit for permanent facility sites. 2. City of Wilmington Utility Work Permit. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION NOT USED END OF SECTION Date Administrative Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

15 Engineering Department 235 Government Center Drive Wilmington, NC Phone: (910) Fax: (910) CFPUA MINIMUM PRE-CONSTRUCTION CHECKLIST (for CAPITAL PROJECTS) 1. CFPUA Specifications and Details must be followed. 2. For scheduling purposes, the contractor must give two business days notice to the assigned CFPUA inspector for each of the following: Operating any CFPUA valve (including tapping valves or tie-in valves) When beginning construction If the contractor pulls off the site for more than two (2) weeks Laying out of any tie-in existing manholes Cutting in any new manholes on existing lines Coring any manholes Tapping an existing sewer main Tapping an existing water main Any bores and threading carrier pipes All camera work, testing, chlorination and water sampling 3. Notify the Design Engineer for any request to deviate from approved stamped plans. The Design Engineer will then notify the CFPUA Project Manager. 4. Any changes to CFPUA details must be approved by the CFPUA Project Manager. These changes will be noted/clouded on CFPUA Detail Sheet. 5. Notify the CFPUA Inspector when material is delivered to the job site for verification that materials meet CFPUA Specifications or approved submittal. 6. No CFPUA valves are to be operated without a CFPUA Inspector or CFPUA Water Quality employee present. CFPUA Community Compliance will issue Notice of Violations for failure to comply. 7. Any work after normal working hours must be pre-approved and scheduled with the CFPUA Project Manager and Inspector. 8. All shut downs must be pre-approved and scheduled with the CFPUA Project Manager and Inspector. They will coordinate with the proper CFPUA departments. Page 1 of 2

16 Engineering Department 235 Government Center Drive Wilmington, NC Phone: (910) Fax: (910) No cutting in of manholes on existing sewer, water or sewer force main tie-ins or shut downs will be made on Friday thru Monday unless pre-approved by CFPUA Operations. 10. It is the Contractor s responsibility to request CFPUA Standard Operating Procedures for items not covered in the Specifications and Details (i.e. abandoning infrastructure, work on older materials, shut down procedures). 11. For meters greater than 2 that the contractor will installing, call (910) to request Large Meter Set Installation Appointment. Request must be made two business days in advance. 12. Boring and Jacking Approved Boring and Jacking Plan per CFPUA SPECS. Approved pipe (restrained joints) to be used when main is to be operating under pressure per CFPUA SPECS. 13. Sewer Bypass Pumping Must submit and have approved a Bypass Pumping Plan per CFPUA SPECS. All bypass pumping operations must be monitored 24 hours / 7 days per CFPUA SPECS. Monitoring person must be properly trained, experienced and mechanically qualified per CFPUA SPECS. 14. In the event of a water/sewer main line or service break, the CFPUA Emergency number ( ) will be called immediately. Then, the CFPUA Inspector will be notified to assist in obtaining the proper response, if any, from CFPUA. 15. Other project specific items required. Page 2 of 2

17 SECTION ADMINISTRATIVE REQUIREMENTS (DEVELOPMENT PROJECTS) PART 1 GENERAL 1.1 SECTION INCLUDES A. Coordination and Project conditions. B. Preconstruction meeting (CFPUA Pre-Con Checklist Attached). C. Progress meetings. D. Preinstallation meetings. E. Inspections. F. Testing and Gravity Sewer Video. G. Closeout Documentation. H. Final Construction Completion 1.2 COORDINATION AND PROJECT CONDITIONS A. Coordinate scheduling, submittals, and Work of various Sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements. B. Verify that utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate Work of various Sections having interdependent responsibilities for installing, connecting to, and placing operating equipment in service. C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit as closely as practical. Use spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. Coordination Meetings: In addition to other meetings specified in this Section, hold coordination meetings with personnel and Subcontractors to ensure coordination of Work. 1.3 PRECONSTRUCTION MEETING A. A pre-construction conference is required for every development project that requires the construction of water and/or sewer facilities. Date Administrative Requirements Cape Fear Public Rev # (Development Projects) Utility Authority

18 B. The pre-construction meeting must be scheduled through the CFPUA construction Manager with at least two (2) business day notice. C. Pre-construction meeting can be held after receipt of all applicable permits, approval of the final construction drawings and material shop drawings, verification of contractor licensing and payment of all outstanding fees. D. Attendance Required: Engineer, Owner or Owner s representative, Licensed Utility Contractor, major Subcontractors, and CFPUA Project/Construction Managers. E. Minimum Agenda: 1. Discuss the approved drawings; 2. Discuss the general construction sequence and schedule; 3. Review general construction inspection procedures and requirements; 4. Discuss lines of communication; 5. Discuss typical project pitfalls and time savers; 6. Discuss project challenges. The contractor is encouraged to review the project ahead of the pre-con, ask for clarifications, and introduce any particular challenges that he/she anticipate in the construction of the project. 7. Other topics per the pre-con checklist. F. At the end of the pre-construction meeting, the developer will receive a copy of the sign in sheet, signed pre-construction checklist, stamped approved construction plans and specifications. 1.4 PROGRESS MEETINGS A. Schedule and administer meetings through progress of the Work. B. Make arrangements for meetings, prepare agenda with copies for participants, and preside over meetings. C. Attendance Required: Job Superintendent, major Subcontractors, Engineer or Owner s Representative, CFPUA Inspector and CFPUA Project/Construction Manager, as appropriate to agenda topics for each meeting. D. Minimum Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems impeding planned progress. 5. Review of submittal schedule and status of submittals. 6. Review of off-site fabrication and delivery schedules. 7. Maintenance of Progress Schedule. 8. Planned progress during succeeding work period. 9. Coordination of project progress. 10. Maintenance of quality and work standards. 11. Effect of proposed changes on Progress Schedule and coordination. 12. Other business relating to Work. Date Administrative Requirements Cape Fear Public Rev # (Development Projects) Utility Authority

19 1.5 PREINSTALLATION MEETINGS A. When required in individual Specification Sections, convene preinstallation meetings at Project Site before starting Work of specific Section. B. Require attendance of parties directly affecting, or affected by, Work of specific Section. C. Notify Engineer and CFPUA Project/Construction Manager four days in advance of meeting date. D. Prepare agenda and preside over meeting: 1. Review conditions of installation, preparation, and installation procedures. 2. Review coordination with related Work. E. Record minutes and distribute copies to participants within two days after meeting. 1.6 INSPECTIONS A. Material Inspection 1. Before any work is started on the project, the Contractor shall make submittals to the Engineering in accordance with the requirements of CFPUA Specification Section , Submittals. The CFPUA Inspector shall be notified when any material is delivered to the job site. 2. The CFPUA Inspector will verify that all materials meet CFPUA specifications, details, and/or approved submittal. 3. The CFPUA Inspector will notify the Contractor and the CFPUA Construction Manager of any unapproved material, and that the unapproved material must be removed from the project site. B. General Inspection 1. Routine and unscheduled of ongoing projects will be made by CFPUA personnel during the construction phase to ensure conformance with the approved plans, CFPUA specifications and details, as well as compliance with this guidance manual. 2. Projects approved for construction by the CFPUA automatically authorizes CFPUA inspection personnel access to the construction site at all times for the purpose of inspecting constructed facilities or observing construction operations in progress. CFPUA Inspectors will take appropriate action, as outlined herein, when improper material or unacceptable workmanship is detected on the project and will notify the CFPUA Construction Manager, Contractor, Engineer and/or Developer. 3. CFPUA Inspectors shall make periodic checks during all phases of construction to ensure that the contractor is complying fully with project design and specifications including: a. CFPUA valves are not to be operated without a CFPUA Inspector or CFPUA Water Quality personnel present (Notice of Violations will be given if failure to comply). Date Administrative Requirements Cape Fear Public Rev # (Development Projects) Utility Authority

20 b. Any work after normal working hours (Monday Friday 7:00 AM 3:30 PM) must be pre-approved and scheduled with the CFPUA Construction Manager and Inspector. c. All shut downs must be pre-approved and scheduled with the CFPUA Construction Manager and Inspector (they will coordinate with the proper CFPUA departments). d. Water or sewer force main tie-ins or shut downs will not be conducted on Friday through Monday unless pre-approved by CFPUA Operations. e. Contractor is to give two (2) business days notification for scheduling to the assigned CFPUA Inspector for each of the following: 1) Operating any CFPUA valve (includes tapping valves). 2) When beginning construction and if the contractor pulls off the site. 3) Laying out of any connection in existing manholes. 4) Cutting in any new manholes on existing lines. 5) Coring any manholes. 6) Connecting onto existing sewer force mains. 7) Connecting onto existing water lines. 8) Any bores and threading carrier pipes. 9) All camera work, testing, chlorination and water sampling. 10) All testing. 1.7 TESTING AND GRAVITY SEWER VIDEO All structures, pressure piping and gravity sewer piping shall be tested by the contractor as specified in the CFPUA Specifications in accordance with applicable regulations and as directed by the CFPUA Inspector. All testing must be conducted in the presence of the CFPUA Inspector. The Contractor is to give two (2) business days notification for scheduling, to the assigned CFPUA Inspector for all testing. 1.8 CLOSEOUT DOCUMENTATION A. The purpose of the as-built record drawings is to verify that the water and sewer system serving the project were installed per CFPUA Technical Specifications, in accordance with the approved construction permit, and recorded to show the actual locations of the water and sewer assets to be conveyed to CFPUA for ownership, operation and maintenance. B. Paper As-built Drawings Two (2) sets of as-built record drawings shall be provided in accordance with CFPUA Specification Section for review. The as-built checklist and an example of the plan s cover sheet are provided in the CFPUA Development Process and Procedures manual. It shall be the engineer s responsibility to assure that the most current as-built checklist is used and to check the as-builts for conformance with this checklist before submitting the as-builts. C. Plans and Checklist Certified, surveyed record drawings (as-built plans), sealed by a North Carolina licensed Professional Land Surveyor or Professional Engineer (engineer seal required Date Administrative Requirements Cape Fear Public Rev # (Development Projects) Utility Authority

21 for profiles), shall be furnished to CFPUA by the Engineer of Record (or Developer, where applicable) prior to completion and acceptance of the infrastructure by CFPUA. The as-built plans shall conform to the as-built checklist. D. As-built Submission Two (2) sets of as-built record drawings shall be submitted to the CFPUA Inspector. 1. Sewer projects Prior to the review of the camera inspection of the installed infrastructure. 2. Water projects After the infrastructure has been installed and pressure testing and disinfection has been completed and approved by CFPUA. E. CFPUA Inspector s Review The CFPUA Inspector will review the as-built drawings for compliance with the CFPUA As-built Checklist. The CFPUA Inspector will field verify the location of all water and sewer items on the as-builts. Comments will be provided to the contractor and engineer. F. Final Sealed As-Built Drawings Once the CFPUA Inspector approves the as-built drawing, a final copy is to be submitted on original base Mylar sheets (24 X 36 ). A digital copy must be provided to CFPUA. Final Sealed as-built drawings must be submitted per the CFPUA Development Process and Procedures manual. 1.9 FINAL CONSTRUCTION COMPLETION A. Items Required for Completion Construction is considered complete when the following items are successfully satisfied: 1. Testing (hydro, water samples, air, vacuum, mandrel, and pump station). 2. As-Built Drawings. 3. Camera Inspection (gravity sewer). 4. Walk through acceptance inspection. B. Once complete, the project is ready to move toward certification and conveyance. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION NOT USED END OF SECTION Date Administrative Requirements Cape Fear Public Rev # (Development Projects) Utility Authority

22 Engineering Department 235 Government Center Drive Wilmington, NC Phone: (910) Fax: (910) CFPUA PRE-CON CHECKLIST (for DEVELOPMENT SERVICES) 1. CFPUA Specifications and Details must be followed. 2. For scheduling purposes, the contractor must give two business days notice to the assigned CFPUA inspector for each of the following: Operating any CFPUA valve (including tapping valves or tie-in valves) When beginning construction If the contractor pulls off the site for more than two (2) weeks Laying out of any tie-in existing manholes Cutting in any new manholes on existing lines Coring any manholes Tapping an existing sewer main, water main or force main. Any bores and threading carrier pipes All camera work, testing, chlorination and water sampling 3. Notify the Design Engineer for any request to deviate from approved stamped plans. The Design Engineer will then notify the CFPUA Project Manager. 4. Any changes to CFPUA details must be approved by the CFPUA Project Manager. These changes will be noted/clouded on CFPUA Detail Sheet. 5. Notify the CFPUA Inspector when material is delivered to the job site for verification that materials meet CFPUA Specifications or approved submittal. 6. No CFPUA valves are to be operated without a CFPUA Inspector or CFPUA Water Quality employee present. CFPUA Community Compliance will issue Notice of Violations for failure to comply. 7. Any work after normal working hours (Monday Friday 7:00 AM 3:30 PM) must be preapproved and scheduled with the CFPUA Project Manager and Inspector. An After Hours Inspection Fee will be charged unless after hours work is required by CFPUA. 8. All shut downs must be pre-approved and scheduled with the CFPUA Project Manager and Inspector. They will coordinate with the proper CFPUA departments. Shut downs on critical lines will require a pre-shutdown meeting. Additional information and pre-inspection of material will be required. 9. No cutting in of manholes on existing sewer, water or sewer force main tie-ins or shut downs will be made on Friday thru Monday unless pre-approved by CFPUA Operations. Page 1 of 2

23 Engineering Department 235 Government Center Drive Wilmington, NC Phone: (910) Fax: (910) It is the Contractor s responsibility to request CFPUA Standard Operating Procedures for items not covered in the Specifications and Details (i.e. abandoning infrastructure, work on older materials, shut down procedures, coring locations in manholes). 11. For meters, greater than 2 that the contractor will be installing, call (910) to request Large Meter Set Installation Appointment. Request must be made two business days in advance. 12. It is the Contractor s responsibility to verify that corp stops or valves are open on all services 13. Boring and Jacking Approved Boring and Jacking Plan per CFPUA SPECS ( ). Approved pipe (mechanical or restrained joints) to be used when main is to be operating under pressure per CFPUA SPECS ( & ). 14. Sewer Bypass Pumping Must submit and have approved a Bypass Pumping Plan per CFPUA SPECS ( ). All bypass pumping operations must be monitored 24 hours / 7 days per CFPUA SPECS ( ). Monitoring person must be properly trained, experienced and mechanically qualified per CFPUA SPECS ( ). 15. In the event of a water/sewer main line or service break, the CFPUA Emergency number ( ) will be called immediately. Then, the CFPUA Inspector will be notified to assist in obtaining the proper response, if any, from CFPUA. 16. In the event an acceptance test, i.e. hydro test, bac-t sample, chlorination, air, vacuum has to be repeated at no fault of CFPUA a Water/Sewer Line Acceptance Testing Reinspection fee will apply. If the testing is after normal working hours (Monday Friday 7:00 AM 3:30 PM) a Water/Sewer Line Acceptance Testing Reinspection After Hours Fee will apply. Project Name CFPUA File # Contractor Signature (required) Date: Project Manager/Project Engineer Signature Date: Page 2 of 2

24 SECTION SUBMITTALS (CFPUA CAPITAL PROJECTS) PART 1 GENERAL 1.1 DESCRIPTION A. Construction Progress Schedule. B. Special Procedures. C. Submittal procedures. D. Use of electronic CAD files of Project Drawings. E. Shop Drawings. F. Certificates. G. Manufacturer's instructions. H. Manufacturer's field reports. I. Erection Drawings. J. Contractor review. K. Engineer review. 1.2 CONSTRUCTION PROGRESS SCHEDULE A. At Preconstruction Meeting, submit proposed complete bar chart schedule for review. B. Submit updated schedules at monthly progress meetings. C. Schedule Updates: 1. Overall percent complete, projected and actual. 2. Completion progress by listed activity and sub-activity, to within five working days prior to submittal. 3. Changes in Work scope and activities modified since submittal. 4. Delays in submittals or resubmittals, deliveries, or Work. 5. Adjusted or modified sequences of Work. 6. Other identifiable changes. 7. Revised projections of progress and completion. D. Narrative Progress Report: 1. Submit with each monthly submission of Progress Schedule. Date Submittals Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

25 2. Summary of Work completed during the past period between reports. 3. Work planned during the next period. 4. Explanation of differences between summary of Work completed and Work planned in previously submitted report. 5. Current and anticipated delaying factors and estimated impact on other activities and completion milestones. 6. Corrective action taken or proposed. E. Format 1. Computer-generated bar chart schedule to include at least: a. Identification and listing in chronological order of those activities reasonably required to complete the Work, including: 1) Subcontract Work. 2) Major equipment design, fabrication, factory testing, and delivery dates including required lead times. 3) Move-in and other preliminary activities. 4) Equipment and equipment system test and startup activities. 5) Project closeout and cleanup. 6) Work sequences, constraints, and milestones. b. Listings identified by Specification Section number. c. Identification of the following: 1) Horizontal time frame by year, month, and week. 2) Duration, early start, and completion for each activity and sub-activity. 3) Critical activities and Project float. 4) Sub-schedules to further define critical portions of Work. 1.3 SPECIAL PROCEDURES A. At Preconstruction Conference submit Special Procedures as follows: 1. Pre-Construction Audio/Video Inspections and Photography 2. Work Safety 3. Excavation Safety 4. Traffic Control and Maintenance 5. Notifications for Local Residents Impacted by Work 6. Backflow Prevention 7. Damage Restoration 1.4 SUBMITTAL PROCEDURES A. Transmit each submittal with Engineer-accepted form. B. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic suffix. C. Identify: Project, Contractor, Subcontractor and supplier, pertinent Drawing and detail number, and Specification Section number appropriate to submittal. D. Apply Contractor's stamp, signed or initialed, certifying that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is according to requirements of the Work and Contract Documents. Date Submittals Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

26 E. Schedule submittals to expedite Project, and deliver to Engineer at business address or post electronic submittals as PDF electronic files to Project website or submit electronic submittals via as PDF electronic files. Coordinate submission of related items. F. For each submittal for review, allow 15 days excluding delivery time to and from Contractor. G. Identify variations in Contract Documents and product or system limitations that may be detrimental to successful performance of completed Work. H. Allow space on submittals for Contractor and Engineer review stamps. I. When revised for resubmission, identify changes made since previous submission. J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements. K. Submittals not requested will not be recognized nor processed. L. Incomplete Submittals: Engineer will not review. Complete submittals for each item are required. Delays resulting from incomplete submittals are not the responsibility of Engineer. 1.5 ELECTRONIC CAD FILES OF PROJECT DRAWINGS A. Electronic CAD Files of Project Drawings: May only be used to expedite production of Shop Drawings for the Project. Use for other Projects or purposes is not allowed. B. Electronic CAD Files of Project Drawings: Distributed only under the following conditions: 1. Use of files is solely at receiver's risk. Engineer does not warrant accuracy of files. Receiving files in electronic form does not relieve receiver of responsibilities for measurements, dimensions, and quantities set forth in Contract Documents. In the event of ambiguity, discrepancy, or conflict between information on electronic media and that in Contract Documents, notify Engineer of discrepancy and use information in hard-copy Drawings and Specifications. 2. CAD files do not necessarily represent the latest Contract Documents, existing conditions, and as-built conditions. Receiver is responsible for determining and complying with these conditions and for incorporating addenda and modifications. 3. User is responsible for removing information not normally provided on Shop Drawings and removing references to Contract Documents. Shop Drawings submitted with information associated with other trades or with references to Contract Documents will not be reviewed and will be immediately returned. 4. Receiver shall not hold Engineer responsible for data or file clean-up required to make files usable, nor for error or malfunction in translation, interpretation, or use of this electronic information. 5. Receiver shall understand that even though Engineer has computer virus scanning software to detect presence of computer viruses, there is no guarantee that computer viruses are not present in files or in electronic media. Date Submittals Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

27 6. Receiver shall not hold Engineer responsible for such viruses or their consequences, and shall hold Engineer harmless against costs, losses, or damage caused by presence of computer virus in files or media. 1.6 SHOP DRAWINGS A. Shop Drawings: Submit to Engineer for assessing conformance with information given and design concept expressed in Contract Documents. B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. C. When required by individual Specification Sections, provide Shop Drawings signed and sealed by a professional Engineer responsible for designing components shown on Shop Drawings. 1. Include signed and sealed calculations to support design. 2. Submit Shop Drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction. 3. Make revisions and provide additional information when required by authorities having jurisdiction. D. Submittals 1. Submit number of opaque reproductions Contractor requires, plus copies Engineer will retain, or 2. Post electronic submittals as PDF electronic files to Project website, or 3. Submit electronic submittals via as PDF electronic files. E. After review, produce copies and distribute. 1.7 CERTIFICATES A. Submit certification by manufacturer, installation/application Subcontractor, or Contractor to Engineer, in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or product but must be acceptable to Engineer. 1.8 MANUFACTURER'S INSTRUCTIONS A. Submit manufacturer's installation instructions for Engineer's knowledge as Contract administrator or for Owner. B. Submit printed instructions for delivery, storage, assembly, installation, startup, adjusting, and finishing, to Engineer in quantities specified for Product Data. C. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. Date Submittals Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

28 1.9 MANUFACTURER'S FIELD REPORTS A. Submit reports for Engineer's knowledge as Contract administrator or for Owner. B. Submit report in duplicate within 5 days of observation to Engineer for information. C. Submit reports for information for assessing conformance with information given and design concept expressed in Contract Documents ERECTION DRAWINGS A. Submit Drawings for Engineer's knowledge as Contract administrator or for Owner. B. Submit Drawings for information assessing conformance with information given and design concept expressed in Contract Documents. C. Data indicating inappropriate or unacceptable Work may be subject to action by Engineer or Owner CONTRACTOR REVIEW A. Review for compliance with Contract Documents and approve submittals before transmitting to Engineer. B. Contractor: Responsible for: 1. Determination and verification of materials including manufacturer's catalog numbers. 2. Determination and verification of field measurements and field construction criteria. 3. Checking and coordinating information in submittal with requirements of Work and of Contract Documents. 4. Determination of accuracy and completeness of dimensions and quantities. 5. Confirmation and coordination of dimensions and field conditions at Site. 6. Construction means, techniques, sequences, and procedures. 7. Safety precautions. 8. Coordination and performance of Work of all trades. C. Stamp, sign or initial, and date each submittal to certify compliance with requirements of Contract Documents. D. Do not fabricate products or begin Work for which submittals are required until approved submittals have been received from Engineer ENGINEER REVIEW A. Do not make "mass submittals" to Engineer. "Mass submittals" are defined as six or more submittals or items in one day or 20 or more submittals or items in one week. If "mass submittals" are received, Engineer's review time stated above will be extended as necessary to perform proper review. Engineer will review "mass submittals" based on priority determined by Engineer after consultation with Owner and Contractor. Date Submittals Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

29 B. Submittal approval does not authorize changes to Contract requirements unless accompanied by Change Order or Work Change Directive. C. Owner may withhold monies due to Contractor to cover additional costs beyond the second submittal review. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION Date Submittals Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

30 SECTION SUBMITTALS (DEVELOPMENT PROJECTS) PART 1 GENERAL 1.1 DESCRIPTION A. Definitions. B. Submittal procedures. C. Use of electronic CAD files of Project Drawings. D. Shop Drawings. E. Certificates. F. Manufacturer's instructions. G. Manufacturer's field reports. H. Contractor review. I. Engineer review. 1.2 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect/Engineer's responsive action. B. Informational Submittals: Written and graphic information and physical Samples that do not require Engineer's responsive action. Submittals may be rejected for not complying with requirements. 1.3 CONSTRUCTION PROGRESS SCHEDULE A. At Preconstruction Meeting, submit proposed complete bar chart schedule for review. B. Submit updated schedules at monthly progress meetings. C. Schedule Updates: 1. Overall percent complete, projected and actual. 2. Completion progress by listed activity and subactivity, to within five working days prior to submittal. 3. Changes in Work scope and activities modified since submittal. 4. Delays in submittals or resubmittals, deliveries, or Work. 5. Adjusted or modified sequences of Work. Date Submittals Cape Fear Public Rev # (Development Projects) Utility Authority

31 6. Other identifiable changes. 7. Revised projections of progress and completion. D. Narrative Progress Report: 1. Submit with each monthly submission of Progress Schedule. 2. Summary of Work completed during the past period between reports. 3. Work planned during the next period. 4. Explanation of differences between summary of Work completed and Work planned in previously submitted report. 5. Current and anticipated delaying factors and estimated impact on other activities and completion milestones. 6. Corrective action taken or proposed. 1.4 SUBMITTAL PROCEDURES A. Transmit each submittal with Engineer-accepted form. B. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic suffix. C. Identify: Project, Contractor, Subcontractor and supplier, pertinent Drawing and detail number, and Specification Section number appropriate to submittal. D. Apply Contractor's stamp, signed or initialed, certifying that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is according to requirements of the Work and Contract Documents. E. Schedule submittals to expedite Project, and deliver to Engineer at business address or submit electronic submittals via as PDF electronic files. Coordinate submission of related items. F. Identify variations in Contract Documents and product or system limitations that may be detrimental to successful performance of completed Work. G. Allow space on submittals for Contractor and Engineer review stamps. H. When revised for resubmission, identify changes made since previous submission. I. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements. J. Submittals not requested will not be recognized nor processed. K. Incomplete Submittals: CFPUA will not review. Complete submittals for each item are required. Delays resulting from incomplete submittals are not the responsibility of CFPUA. 1.5 SHOP DRAWINGS Date Submittals Cape Fear Public Rev # (Development Projects) Utility Authority

32 A. Shop Drawings: Submit to Engineer for assessing conformance with information given and design concept expressed in Contract Documents. B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. C. When required by individual Specification Sections, provide Shop Drawings signed and sealed by a professional Engineer responsible for designing components shown on Shop Drawings. 1. Include signed and sealed calculations to support design. 2. Submit Shop Drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction. 3. Make revisions and provide additional information when required by authorities having jurisdiction. D. Submittals 1. Submit number of opaque reproductions Contractor requires, plus one copy Engineer will retain, or 2. Submit electronic submittals via as PDF electronic files. E. After review, produce copies and distribute. 1.6 CERTIFICATES A. Informational Submit: Submit certification by manufacturer, installation/application Subcontractor, or Contractor to Engineer, and CFPUA in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or product but must be acceptable to Engineer and CFPUA. 1.7 MANUFACTURER'S INSTRUCTIONS A. Submit manufacturer's installation instructions for Engineer's and CFPUA knowledge. B. Submit printed instructions for delivery, storage, assembly, installation, startup, adjusting, and finishing, to Engineer and CFPUA in quantities specified for Product Data. C. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. 1.8 MANUFACTURER'S FIELD REPORTS A. Submit reports for Engineer's knowledge as Contract administrator or for Owner and CFPUA s knowledge. Date Submittals Cape Fear Public Rev # (Development Projects) Utility Authority

33 B. Submit report in duplicate within 5 days of observation to Engineer and CFPUA for information. C. Submit reports for information for assessing conformance with information given and design concept expressed in Contract Documents. 1.9 CONTRACTOR REVIEW A. Review for compliance with Contract Documents and approve submittals before transmitting to Engineer. B. Contractor: Responsible for: 1. Determination and verification of materials including manufacturer's catalog numbers. 2. Determination and verification of field measurements and field construction criteria. 3. Checking and coordinating information in submittal with requirements of Work and of Contract Documents. 4. Determination of accuracy and completeness of dimensions and quantities. 5. Confirmation and coordination of dimensions and field conditions at Site. 6. Construction means, techniques, sequences, and procedures. 7. Safety precautions. 8. Coordination and performance of Work of all trades. C. Stamp, sign or initial, and date each submittal to certify compliance with requirements of Contract Documents. D. Do not fabricate products or begin Work for which submittals are required until approved submittals have been received from CFPUA ENGINEER REVIEW A. Informational submittals and other similar data are for Architect/Engineer's information, do not require Architect/Engineer's responsive action, and will not be reviewed or returned with comment. B. Submittals made by Contractor that are not required by Contract Documents may be returned without action. C. Submittal approval does not authorize changes to Contract requirements unless accompanied by Change Order or Work Change Directive. D. Owner may withhold monies due to Contractor to cover additional costs beyond the second submittal review. PART 2 PRODUCTS NOT USED Date Submittals Cape Fear Public Rev # (Development Projects) Utility Authority

34 PART 3 EXECUTION NOT USED END OF SECTION Date Submittals Cape Fear Public Rev # (Development Projects) Utility Authority

35 SECTION SPECIAL PROCEDURES PART 1 GENERAL 1.1 DESCRIPTION A. Pre-Construction Audio/Video Inspections and Photography B. Safety Plan C. Work Along Streets, Highways, and Railroads D. Notification to Local Residents Impacted by Work E. Protection of Work and Property F. Responsibility for Damage G. CFPUA Water Supply and Backflow Prevention H. NCDEQ Minimum Separation of Water and Sewer Facilities I. Restoration of Disturbed Areas J. Regulatory Enforcement Actions Imposed 1.2 PRE-CONSTRUCTION AUDIO-VIDEO INSPECTIONS AND PHOTOGRAPHY A. The Contractor shall be responsible for performing and submitting audio-video (AV) inspections and photographs of the project areas prior to performing any Work. AV inspections and photographs shall clearly document preconstruction conditions at all proposed Work locations. AV inspections and photography work shall be considered incidental to the contract. B. The purpose of the AV inspections and photographs shall be to document the preconstruction conditions for comparison with the final restored Work. If Engineer, Owner, or third-party claims damage or deficient restoration in a Work area that cannot be disproved by preconstruction A/V inspections and photographs, then Contractor shall be responsible for repairs or additional restoration at no additional cost, and as necessary to resolve the claim. C. The AV inspection shall be submitted in an electronic format accompanied with the following: 1. Data stored on USB flash drive 2. Map of overall work area showing; a. AV sequence and direction of travel b. AV elapsed time by location at no greater than 5 minute intervals Date Special Procedures Cape Fear Public Rev # Utility Authority

36 1.3 SAFETY PLAN A. The Contractor shall prepare a detailed Safety Plan. This plan shall indicate the intended procedures to be used by the Contractor to comply with all OSHA requirements. Such Plan should further identify a competent person that will work with each crew. Safety plan shall be available for review at the job site at all times. 1.4 WORK ALONG STREETS, HIGHWAYS AND RAILROADS A. Traffic Control and Maintenance: 1. The proposed work may be performed within rights-of-way or easements as follows: a. NC Department of Transportation public streets and roads 1) Encroachment agreement obtained by Engineer/Owner b. City of Wilmington public streets and roads 1) Encroachment permit obtained by Contractor c. CSX rights-of-way 1) Encroachment permit obtained by Engineer/Owner d. Dedicated utility rights-of-way or easements 1) Encroachment obtained by Contractor/Owner 2. Contractor shall adhere to the bounds as set forth in all rights-of-way and easements unless prior written approval of the current property owner is obtained and submitted to the Engineer and State, City, and local utility authorities for approval. 3. Contractor shall submit a traffic control plan for approval by NCDOT or City of Wilmington in accordance with the respective encroachment agreement. When feasible, at least one lane of traffic will be safely maintained at all times when construction is in progress, otherwise, a detour plan must be submitted and approved with the traffic control plan. 4. Traffic will be maintained on all streets or private drives throughout the work. All matters related to traffic maintenance must be done in a manner consistent with the Manual on Uniform Traffic Control Devices, City of Wilmington Traffic Standards and/or the NCDOT's "Uniform Traffic Control Devices. No roads shall be closed for construction activities unless approved otherwise. 5. Access to businesses and residences along the roads shall be maintained at all times. All lanes will be open when work is suspended for three hours or longer. Warning signs and devices will be placed in advance of all construction activity in accordance with the most recent copy of the Manual on Uniform Traffic Control Devices, the City of Wilmington Traffic Standards and the North Carolina Department of Transportation's "Uniform Traffic Control Devices. 6. The Contractor shall provide all appropriate signing and barricades and shall provide flag persons at all times and places necessary. 7. Traffic control will be strictly enforced in order to provide fire and police protection to the area and access to drives while construction is in progress. 8. In the event of a necessary road or driveway closure, occupants and/or property owners must be notified a minimum of forty-eight (48) hours in advance to any private drive closings. 9. Where businesses have only one means of access, the Contractor shall provide an alternative means of access or perform work during hours when the business is closed. Date Special Procedures Cape Fear Public Rev # Utility Authority

37 10. Property owners and surrounding residents will be provided an additional notice if work is to extend outside normal business hours. 11. For projects requiring City of Wilmington right-of-way permit, the Contractor is required to keep a copy of the permit at the construction site at all times. 12. The Contractor will notify CFPUA forty-eight (48) hours prior to commencing any construction within any right-of-way or easement. B. Installation of Pipe Under Streets, Highways and Railroads: 1. The Contractor shall furnish and install protective steel pipe casings and/or carrier pipe under highways/railroads in the pipe size, thickness, length, location and details as shown on the drawings and specified herein. 2. The construction shall not be started until the necessary permits have been obtained, a copy is at the job site, and proper notice and approval for construction has been obtained from the owner of the street/highway/railroad and the Engineer. 3. All necessary materials, equipment, labor and traffic protection devices shall be on the job site before starting the Work. 4. Steel casings and the installation thereof required for street/highway/railroad crossings shall be in accordance with the permitted standards and requirements of the City of Wilmington, NCDOT, or CSX Railroads. 1.5 NOTIFICATION TO LOCAL RESIDENTS IMPACTED BY WORK A. The Contractor shall provide work schedules, traffic control plans, and other information needed for accurate notifications to local residents of construction activity area. The Contractor shall coordinate with CFPUA, NCDOT and the City of Wilmington to provide public notifications within seven (7) days prior to beginning work in an area. CFPUA shall be responsible for issuing public notification to the media when necessary. Contractor shall be responsible for placing door hangars in advance of scheduled work. Copies of door hangars to be distributed to local residents shall be submitted to the CFPUA Project Manager for approval prior to distribution. 1.6 PROTECTION OF WORK AND PROPERTY A. Property Monuments: The Contractor shall be responsible for the preservation of all public and private property, and shall protect carefully from disturbance or damage all land monuments and property markers until the Engineer has witnessed or otherwise referenced their location and shall not move them until directed. Any property monuments, iron pins, etc., disturbed by the Contractor's actions will be restored at the Contractor's expense. Only licensed land surveyors will be utilized to restore property monuments, etc. B. Clearing: To lessen the impact to adjacent property owners, the Contractor will submit a request to the Engineer and Owner for any clearing activities. Only the area required for access and Work will be cleared, as approved by the Engineer and CFPUA. C. Protection of Shallow Buried Pipelines: The Contractor shall protect the integrity of all shallow public and private utility mains at all times, via approved resources such as Date Special Procedures Cape Fear Public Rev # Utility Authority

38 wood road mats, crane mats, PE mats, road plates, etc, to be installed prior to the beginning of work. The approved protection method shall be maintained during and properly removed at the end of the Work. D. Tree Protection: All trees located in the road right-of-way and along the sewer easements shall be protected from damage. Any trees damaged shall be replaced to the satisfaction of the Engineer and CFPUA at no additional cost to the Owner. 1.7 RESPONSIBILITY FOR DAMAGE A. The Contractor shall be responsible for all damage or injury to property of any character, during the prosecution of the work, resulting from any act, omission, neglect, or misconduct in his manner or method of executing the work, or at any time due to defective work or materials, and said responsibility will not be released until the project shall have been completed and accepted. B. When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the work, or inconsequence of the non-execution thereof by the contractor, he shall restore, at his own expense, such property to a condition equal to or better than existing before such damage or injury was done, by repairing, rebuilding, or otherwise restoring as may be directed, or he shall make good such damage or injury in an acceptable manner. 1.8 CFPUA WATER SUPPLY AND BACKFLOW PREVENTION REQUIREMENTS A. The Contractor shall meet all CFPUA requirements for connecting to hydrants. The Contractor shall obtain a permit for connecting to the CFPUA s hydrants. The permit application is titled Procedure for Obtaining Special Water Use and can be obtained from CFPUA, Community Compliance at 628 Groundwater Way, Wilmington, NC B. The requirements for connecting to hydrants are specified by the CFPUA, Community Compliance. No mobile hydrant meter shall be connected to an CFPUA hydrant without approval from Community Compliance. The Contractor is responsible for the purchase and assembly of an approved mobile hydrant meter with backflow preventer assembly. All approved standard assemblies can be obtained from Community Compliance. A permit and complete assembly are required for each vehicle that will obtain water meters cannot be moved from one vehicle to another unless otherwise approved by the CFPUA, Community Compliance. The hydrants shall be operated in a manner as defined by CFPUA. The Contractor shall be responsible for any damage caused by improper operation of hydrants. The Contractor is responsible for meeting all requirements whether listed herein or not. C. The Contractor shall submit to the Engineer or CFPUA, a copy of the approved permit for each vehicle prior to obtaining water. D. Backflow Prevention 1. Typical Design Template for Mobile Hydrant Meter with Reduced Pressure Backflow Prevention Shown Below: Date Special Procedures Cape Fear Public Rev # Utility Authority

39 Coupling w/ RP backflow Coupling Meter Connection for hose connector preventer hose to hydrant a. Diameters may vary, a 2 meter assembly is shown. When assembly is set up for a smaller size meter (e.g. 3/4 ), then the couplings would be 3/4 or 5/8. b. Fire hose fitting shall be a 2-1/2" Wilmington Thread. Adapters are available for Wilmington Thread to National Standard Thread. c. Meters shall register in cubic feet. Kent, Sensus, Hersey, or Neptune meters are approved for this application. d. Local material suppliers for this assembly: 1) Hughes Supply 6744 Netherlands Drive 2) National Water Works 407 Landmark Drive 3) Wilmington Rubber & Gasket 609 Greenfield Street e. A partial list of approved reduced pressure backflow preventers follows. Others may also be approved. Febco 835B Conbraco A2 Watts 009M2QT Wilkins 975 Ames 4000B Febco 825 Conbraco Watts 909 Wilkins 975XL Ames 4000SS Febco 825Y Conbraco A4 Watts 009QT Wilkins 975XLV Febco 860 Conbraco Watts 009M1QT Wilkins 575 Conbraco T Watts 009SSQT Conbraco A2 Date Special Procedures Cape Fear Public Rev # Utility Authority

40 1.9 NCDEQ MINIMUM SEPARATION OF WATER AND SEWER UTILITIES A. In accordance with 15A NCAC 02T.0305 (f), the following minimum separations shall be provided for the sewer system except as allowed by Paragraph (g) of this Rule: 1. Storm sewers and other utilities not listed below (vertical) 24 inches 2. Water mains (vertical-water over sewer including in benched trenches) 18 inches (horizontal) 10 feet 3. Reclaimed water lines (vertical reclaimed over sewer) 18 inches (horizontal) 2 feet 4. Any private or public water supply source, including any wells, WS-I waters or Class I or Class II impounded reservoirs used as a source of drinking water 100 feet 5. Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal high water (or tide elevation) and wetlands 50 feet 6. Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches 10 feet 7. Any building foundation 5 feet 8. Any basement 10 feet 9. Top slope of embankment or cuts of 2 feet or more vertical height 10 feet 10. Drainage systems and interceptor drains 5 feet 11. Any swimming pool 10 feet 12. Final earth grade (vertical) 36 inches B. In accordance with 15A NCAC 02T.0305 (g), the following alternatives where separations in Paragraph (f) of this Rule cannot be achieved. Nothing in this Paragraph shall supersede the allowable alternatives provided in the Commission for Public Health Public Water Supply Rules (15A NCAC 18C), Commission for Public Health Sanitation Rules (15A NCAC 18A) or the Groundwater Protection Rules (15A NCAC 02L and 15A NCAC 02C) that pertain to the separation of sewer systems to water mains or public or private wells: 1. For storm sewers, engineering solutions such as ductile iron pipe or structural bridging to prevent crushing the underlying pipe. 2. For public or private wells, piping materials, testing methods and acceptability standards meeting water main standards shall be used where these minimum separations cannot be maintained. All appurtenances shall be outside the 100- foot radius. The minimum separation shall however not be less than 25-feet from a private well or 50-feet from a public well. 3. For public water mains horizontal or vertical separations, alternatives as described in 15A NCAC 18C.0906(b) and (c) as follows: a. (b) Crossing a Water Main Over a Sewer. Whenever it is necessary for a water main to cross over a sewer, the water main shall be laid at such an elevation that the bottom of the water main is at least 18 inches above the top of the sewer, unless local conditions or barriers prevent an 18-inch vertical separation, in which case, both the water main and sewer shall be Date Special Procedures Cape Fear Public Rev # Utility Authority

41 constructed of ferrous materials and with joints that are equivalent to water main standards for a distance of 10-feet on each side of the point of crossing. b. (c) Crossing a Water Main Under a Sewer. Whenever it is necessary for a water main to cross under a sewer, both the water main and the sewer shall be constructed of ferrous materials and with joints equivalent to water main standards for a distance of 10-feet on each side of the point of crossing. A section of water main pipe shall be centered at the point of crossing. 4. For less than 36-inches cover from final earth grade, ductile iron pipe shall be specified. Ductile iron pipe or other pipe with proper bedding to develop design supporting strength shall be provided where sewers are subject to traffic bearing loads. 5. For all other separations, materials, testing methods and acceptability standards meeting water main standards (15A NCAC 18C) RESTORATION OF DISTURBED AREAS A. The Contractor will be required to complete all restoration to disturbed areas within a timely manner following work completion. B. All restoration work shall conform to the CFPUA, City of Wilmington, and NCDOT permits for replacement and/or restoration and shall equal or exceed pre-construction conditions. C. Restorations include, but is not limited to, grading, seeding, mulching, pavement, sidewalks, driveways, storm drain pipes, curbs and gutters, fences, sign replacement and mailbox replacement. D. Existing fences that are disturbed during construction shall be repaired or replaced to a condition equal to or better than the original unless a release is obtained in writing from the property owner and submitted to the Engineer or CFPUA. All fences shall be replaced immediately after operations have cleared the fence line. E. Restoration of affected areas shall begin immediately upon termination of operations in the area disturbed. F. If the Contractor fails to adhere to this provision, all Work operations will be stopped until compliance is met. G. Restoration will be performed by the Contractor to the satisfaction of the Engineer and State, City or local utility permitting authorities. H. All costs for restoration shall be incidental to the contract REGULATORY ENFORCEMENT ACTIONS IMPOSED A. The Contractor shall be fully responsible for any and all violations of regulatory permit conditions issued for the Work. In the event that a violation occurs or if a Notice of Violation (NOV) is received, the Contractor shall take immediate action to correct the violation as directed or required by State and Federal Agencies, Engineer or CFPUA. Date Special Procedures Cape Fear Public Rev # Utility Authority

42 Any penalties and fines resulting from such violation shall be assessed to the Contractor. In the event that a violation resulting from the Contractor s activities results in a Cease Work Order by the U.S. Corps of Engineers or other responsible state or federal agency, the Contractor shall be held fully responsible for all damages resulting from such delay and any associated penalties. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION Date Special Procedures Cape Fear Public Rev # Utility Authority

43 SECTION QUALITY REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Quality control. B. References. C. Labeling. D. Testing and inspection services. E. Manufacturers' field services. 1.2 QUALITY CONTROL A. Monitor quality control over suppliers, manufacturers, products, services, Site conditions, and workmanship, to produce Work of specified quality. B. Comply with specified standards as the minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. C. Perform Work using persons qualified to produce required and specified quality. D. Supervise performance of Work in such manner and by such means to ensure that Work, whether completed or in progress, will not be subjected to harmful, dangerous, damaging, or otherwise deleterious exposure during construction period. 1.3 REFERENCES A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard by date of issue current as of date for receiving Bids except where specific date is established by code. C. Obtain copies of standards and maintain on Site when required by product Specification Sections. D. When requirements of indicated reference standards conflict with Contract Documents, request clarification from Engineer before proceeding. Date Quality Requirements Cape Fear Public Rev # Utility Authority

44 E. Neither contractual relationships, duties, or responsibilities of parties in Contract nor those of Engineer shall be altered from Contract Documents by mention or inference in reference documents. 1.4 LABELING A. Attach label from agency approved by authorities having jurisdiction for products, assemblies, and systems required to be labeled. B. Label Information: Include manufacturer's or fabricator's identification, approved agency identification, and the following information, as applicable, on each label: 1. Model number. 2. Serial number. 3. Performance characteristics. 1.5 TESTING AND INSPECTION SERVICES A. Testing Services Provided by Contractor: Testing necessary to satisfy Contractor's internal quality control procedures shall be the sole responsibility of Contractor. Unless otherwise specified, Contractor shall provide all testing services in connection with the following: 1. Any inspections, tests or approvals required for Engineer acceptance of materials or equipment to be incorporated in the Work. This includes any items required for acceptance of materials, concrete mix designs or equipment submitted for approval prior to Contractor s purchase for incorporation in the Work. 2. Tightness testing of containment structures and pressure, leakage, or disinfection testing of piping as specified. 3. Any Work (or part thereof) required by the Contract Documents to be approved by Owner, Engineer or other designated individual or entity. Contractor shall assume full responsibility for arranging and obtaining such approvals, pay all costs in connection therewith and submit to Engineer the required certificates of approval. Excluding those conducted directly by an Authority Having Jurisdiction or expressly specified to be conducted directly by Contractor, inspections and tests shall be performed by independent inspectors, approved agencies or other qualified individuals or entities acceptable to Owner and Engineer. B. Testing Services and Special Inspections Provided by Owner: Testing services provided by Owner are for the sole benefit of Owner and/or as required by the governing building code. Owner shall employ and pay for the services of an independent testing laboratory, approved agency or other qualified individual or entities for inspections, tests or approvals required by the Contract Documents for field quality control. These include items indicated as Owner provided in the following sections: Concrete (For Smaller Projects) Concrete Sidewalks, Driveways, and Gutters Excavating, Trenching, Dewatering and Backfilling Disinfection of Water Pipelines, Facilities and Appurtenances Submersible End Suction Pumps 6. Other materials and equipment at the discretion of Owner. Date Quality Requirements Cape Fear Public Rev # Utility Authority

45 Contractor shall provide access to the site and Work. Contractor shall give timely notice of the readiness of the Work for inspection, tests or approvals and shall cooperate with the inspection and testing personnel to facilitate the required tests and inspections. Contractor shall furnish all sample materials and cooperate in the testing activities, including sampling. Contractor shall interrupt the Work when necessary to allow testing, including sampling, to be performed. When testing activities, including sampling, are performed in the field by Engineer or Agency personnel, Contractor shall furnish personnel and facilities to assist in the activities as required. C. Transmittal of Test Reports: Written reports of tests and engineering data furnished by Contractor for Engineer's review of materials and equipment proposed to be used in the Work shall be submitted as specified for Submittals MANUFACTURER'S FIELD SERVICES A. When specified in individual specification Sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe Site conditions, conditions of surfaces and installation, quality of workmanship, startup of equipment, testing, adjusting, and balancing of equipment as applicable, and to initiate instructions when necessary. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION Date Quality Requirements Cape Fear Public Rev # Utility Authority

46 SECTION TEMPORARY FACILITIES AND CONTROLS (CFPUA CAPITAL PROJECTS) PART 1 GENERAL 1.1 SECTION INCLUDES A. Temporary Utilities: 1. Temporary electricity. 2. Temporary lighting for construction purposes. 3. Temporary water service. (See Special Procedures) 4. Temporary sanitary facilities. B. Construction Facilities: 1. Vehicular access. 2. Parking. 3. Progress cleaning and waste removal. 4. Project identification. 5. Traffic regulation. 6. Fire-prevention facilities. C. Temporary Controls: 1. Barriers. 2. Enclosures and fencing. 3. Security. 4. Water control. 5. Dust control. 6. Erosion and sediment control. 7. Noise control. 8. Pest and rodent control. 9. Pollution control. D. Removal of utilities, facilities, and controls. 1.2 TEMPORARY ELECTRICITY A. Owner will pay cost of energy used. Exercise measures to conserve energy. B. At existing facility sites: 1. Provide temporary electric feeder from existing building electrical service at location as directed by Engineer and Owner. Do not disrupt Owner's use of service. 2. Provide power outlets with branch wiring and distribution boxes located as required for construction operations. Provide suitable, flexible power cords as required for portable construction tools and equipment. 3. Permanent convenience receptacles may be used during construction based on Engineer and Owner review of proposed use. Date Temporary Facilities and Controls Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

47 C. At new facility sites: 1. Provide and pay for temporary power service required from utility source as needed for construction operations. 1.3 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES A. Provide and maintain lighting for construction operations. 1.4 TEMPORARY WATER SERVICE A. Contractor performing the Owner s capital project may use water in reasonable quantities for filling mains and structures for testing and operation at no cost. B. Potable water required for and in conjunction with the Work to be performed is available at existing fire hydrants. See Section Special Procedures for Owner requirements for connecting to fire hydrants and backflow prevention. C. Contractor shall supply all necessary tools, hose, pipe, and transportation to the point of temporary water use. Special hydrant wrenches shall be used for opening and closing hydrants. D. Contractor shall make arrangements with the Owner as to the amount of water required and the time when the water will be needed. 1.5 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Existing facility use is not permitted. Provide facilities at time of Project mobilization. 1.6 STORAGE SHEDS A. Construction: Portable or mobile buildings, or buildings constructed with floors raised aboveground, securely fixed to foundations with steps and landings at entrance doors. 1. Construction: Structurally sound, secure, weathertight enclosures for office and storage spaces. Maintain during progress of Work; remove enclosures when no longer needed. 2. Thermal Resistance of Floors, Walls, and Ceilings: Compatible with occupancy and storage requirements. B. Environmental Control: 1. Heating, Cooling, and Ventilating for Offices Required by Contractor: Automatic equipment to maintain comfort conditions. 2. Storage Spaces: Heating and ventilating as needed to maintain products according to Contract Documents; lighting for maintenance and inspection of products. C. Removal: At completion of Work remove buildings, foundations, utility services, and debris. Restore areas to same or better condition as original condition. Date Temporary Facilities and Controls Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

48 1.7 VEHICULAR ACCESS A. Construct temporary all-weather access roads from public thoroughfares to serve construction area, of width and load-bearing capacity to accommodate unimpeded traffic for construction purposes. B. When required by NCDOT or City of Wilmington construct temporary paved roads or streets for public use until final road or street rebuild. C. Construct temporary bridges and culverts to span low areas and allow unimpeded drainage. D. Extend and relocate vehicular access as Work progress requires and provide detours as necessary for unimpeded traffic flow. E. Locate as indicated on Drawings and approved by NCDOT or City of Wilmington. F. Provide and maintain access to fire hydrants and control valves free of obstructions. G. Do not use existing on-site roads for construction traffic without Owner permission and written agreement for repair and maintenance. 1.8 PARKING A. Arrange for temporary gravel surface parking areas to accommodate construction personnel. B. If Site space is not adequate, provide additional off-site parking. C. Use of existing on-site streets and driveways used for construction traffic is not permitted. Tracked vehicles are not allowed on paved areas. D. Use of existing parking facilities used by construction personnel is not permitted without Owner approval. E. Maintenance: 1. Maintain traffic and parking areas in sound condition free of excavated material, construction equipment, products, mud, snow, ice, and the like. 2. Maintain existing and permanent paved areas used for construction; promptly repair breaks, potholes, low areas, standing water, and other deficiencies, to maintain paving and drainage in original condition. F. Removal, Repair: 1. Remove temporary materials and construction. 2. Repair existing facilities damaged by use, to original condition. 1.9 PROGRESS CLEANING AND WASTE REMOVAL A. Maintain areas free of waste materials, debris, and rubbish. Maintain Site in clean and orderly condition. Date Temporary Facilities and Controls Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

49 B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, before enclosing spaces. C. Broom and vacuum clean interior areas before starting surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and rubbish from Site periodically and dispose of off-site PROJECT IDENTIFICATION A. Project Identification Sign: 1. See Attached CFPUA project sign drawings. B. Installation: 1. Erect at designated location. 2. Erect supports and framing on secure foundation, rigidly braced and framed to resist wind loadings. 3. Install sign surface plumb and level, with butt joints. Anchor securely. 4. Paint exposed surfaces of sign, supports, and framing. C. Removal: Remove signs, framing, supports, and foundations at completion of Project and restore area TRAFFIC REGULATION A. Signs, Signals, and Devices: 1. Post-Mounted and Wall-Mounted Traffic Control and Informational Signs: As approved by authorities having jurisdiction. 2. Mobile Message Boards and Traffic Control Signals: As approved by local jurisdictions. 3. Traffic Cones, Drums, Flares, and Lights: As approved by authorities having jurisdiction. 4. Flag Person Equipment: As required by authorities having jurisdiction. B. Flag Persons: Provide trained and equipped flag persons to regulate traffic when construction operations or traffic encroach on public traffic lanes. C. Flares and Lights: Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic. D. Haul Routes: 1. Consult with authorities having jurisdiction and establish public thoroughfares to be used for haul routes and Site access. E. Traffic Signs and Signals: 1. Provide signs at approaches to Site and on Site, at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic. Date Temporary Facilities and Controls Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

50 2. Provide, operate, and maintain traffic control signals to direct and maintain orderly flow of traffic in areas under Contractor's control and areas affected by Contractor's operations. 3. Relocate signs and signals as Work progresses, to maintain effective traffic control. F. Removal: 1. Remove equipment and devices when no longer required. 2. Repair damage caused by installation FIRE-PREVENTION FACILITIES A. Prohibit smoking within buildings under construction and demolition. Designate area on Site where smoking is permitted. Provide approved ashtrays in designated smoking areas. B. Establish fire watch for cutting, welding, and other hazardous operations capable of starting fires. Maintain fire watch before, during, and after hazardous operations until threat of fire does not exist. C. Portable Fire Extinguishers: NFPA 10; 10-pound capacity, 4A-60B: C UL rating. 1. Provide one fire extinguisher at each stairway on each floor of buildings under construction and demolition. 2. Provide minimum of one fire extinguisher in every construction trailer and storage shed. 3. Provide minimum of one fire extinguisher on roof during roofing operations using heat-producing equipment BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to allow for Owner's use of Site, and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades required by authorities having jurisdiction for public rights-of-way. C. Tree and Plant Protection: Preserve and protect existing trees and plants designated to remain. 1. Protect areas within drip lines from traffic, parking, storage, dumping, chemically injurious materials and liquids, ponding, and continuous running water. 2. Replace trees and plants damaged by construction operations. D. Protect non-owned vehicular traffic, stored materials, Site, and structures from damage ENCLOSURES AND FENCING A. Construction: Contractor's option. Date Temporary Facilities and Controls Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

51 B. Provide 6-foot high fence around construction Site; equip with vehicular and pedestrian gates with locks. C. Exterior Enclosures: 1. Provide temporary weathertight closure of exterior openings to accommodate acceptable working conditions and protection for products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual Specification Sections, and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware and locks. D. Interior Enclosures: 1. Provide temporary partitions to separate work areas from Owner-occupied areas, to prevent penetration of dust and moisture into Owner-occupied areas, and to prevent damage to existing materials and equipment. 2. Construction: Framing and reinforced polyethylene, plywood or gypsum board sheet materials with closed joints and sealed edges at intersections with existing surfaces. 3. Paint surfaces exposed to view from Owner-occupied areas SECURITY A. Security Program: 1. Protect Work on existing premises and Owner's operations from theft, vandalism, and unauthorized entry. 2. Initiate program in coordination with Owner's existing security system at Project mobilization. 3. Maintain program throughout construction period until Owner occupancy or Owner's acceptance precludes need for Contractor's security or directed by Engineer. B. Restrictions: 1. Do not allow cameras on Site or photographs taken except by written approval of Owner. 2. Do no work on days indicated in Owner-Contractor Agreement WATER CONTROL A. Grade Site to drain. Maintain excavations free of water. Provide, operate, and maintain necessary pumping equipment. B. Protect Site from puddles or running water. Provide water barriers as required to protect Site from soil erosion DUST CONTROL A. Execute Work by methods that minimize raising dust from construction operations. B. Provide positive means to prevent airborne dust from dispersing into atmosphere and into Owner-occupied areas. Date Temporary Facilities and Controls Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

52 1.18 EROSION AND SEDIMENT CONTROL A. Plan and execute construction by methods to control surface drainage from cuts and fills from borrow and waste disposal areas. Prevent erosion and sedimentation. B. Provide temporary measures including berms, dikes, drains, and other devices to prevent water flow. C. Comply with sediment and erosion control plan indicated on Drawings NOISE CONTROL A. Provide methods, means, and facilities to minimize noise produced by construction operations PEST AND RODENT CONTROL A. Provide methods, means, and facilities to prevent pests and insects from damaging the Work or entering facility. B. Provide methods, means, and facilities to prevent rodents from accessing or invading premises POLLUTION CONTROL A. Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances and pollutants produced by construction operations. B. Comply with pollution and environmental control requirements of authorities having jurisdiction REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, and materials before Final Application for Payment inspection. B. Remove underground installations to minimum depth of 2 feet unless indicated otherwise on drawings. Grade Site as indicated on Drawings. C. Clean and repair damage caused by installation or use of temporary Work. D. Restore existing and permanent facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. PART 2 PRODUCTS NOT USED Date Temporary Facilities and Controls Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

53 PART 3 EXECUTION NOT USED END OF SECTION Date Temporary Facilities and Controls Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

54 CONTRACTOR: ENGINEER: Cape Fear Public Utility Authority Stewardship. Sustainability. Service. FOR MORE INFORMATION, CALL OR PROJECT: CAPE FEAR PUBLIC UTILITY AUTHORITY PROJECT SIGN SHEET TITLE: PROJECT SIGN PLAN CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC OFFICE: (910) Stewardship. Sustainability. Service.

55 SECTION TEMPORARY SEWER BYPASS PUMPING PART 1 GENERAL 1.1 SUMMARY A. Section Includes 1. Temporary bypass pumping for daily system shutdowns of sewer systems. 2. Temporary bypass pumping for overnight or extended shutdowns of sewer systems. B. Related Requirements 1. CFPUA Material Specification Manual (MSM). 1.2 REFERENCES A. Abbreviations and Acronyms 1. ORC Operator in Responsible Charge (CFPUA) 2. SSO Sanitary Sewer Overflow B. Definitions 1. Daily System Shutdowns: System gravity flows shall be restored daily before the end of regular work hours. 2. Firm Capacity: The pumping capacity of a temporary bypass pumping system with the largest pump out of service. 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Coordinate temporary bypass pumping system testing with Engineer and ORC. Provide 72-hour notice prior to system testing. Engineer or ORC representative must observe testing for it to be accepted. 2. Coordinate system shutdowns with Engineer and ORC. B. Sequencing 1. Operate temporary bypass pumping systems in accordance with the sequencing and phasing indicated on the Drawings. C. Scheduling 1. The Project Schedule shall include the sequencing and coordination of maintaining wastewater flow during all phases of construction including but not limited to: a. Sewer pump station upgrades and replacements b. Drainage, cleaning, and replacement of sewer mains, manholes, and force mains c. Trenchless rehabilitation of sewer and force mains d. Inspection and testing of new or rehabilitated sewers e. Connections to existing sewer mains and force mains Date Bypass Pumping Cape Fear Public Rev # Utility Authority

56 1.4 SUBMITTALS A. Provide in accordance with Section Submittal Procedures. 1. Temporary Bypass Pumping Plans designated by type and location. a. The Engineering Committee of the NC Board of Examiners for Engineers and Surveyors (NCBELS) ruled that providing design plans and calculations for temporary bypass pump systems is the practice of engineering and requires licensure with NCBELS per G.S. 89C-23 and -24, meaning the design work shall be done by Professional Engineers and companies licensed to practice engineering in North Carolina. 2. System test results and operation logs. 3. Obtain Engineer and ORC approval of submittals prior to mobilization of equipment included in the plans. B. Temporary Bypass Pumping Plan For Daily System Shutdowns 1. Outline provisions and precautions to be taken to convey and maintain existing wastewater flows during construction. 2. Ensure proper protection of existing facilities, the project area, and surrounding properties from damage due to the discharge of flows. 3. Provide adequate standby equipment available and ready for immediate operation and use in the event of an emergency or breakdown. One standby pump for each size pump utilized shall be located at the mainline flow bypassing locations, ready for use in the event of primary pump failure. In this event, promptly repair or replace the failed equipment. 4. Include the following as a minimum: a. Manufacturer s product data for bypass pumps including sizes, capacities, power requirements, and number of each size to be on site including primary, secondary, and spare pumps. b. Manufacturer s product data for bypass piping including make, material, material properties, diameter, thickness, pressure rating, and number to be on site. c. Calculations to demonstrate sufficient pump capacity for potential flows. d. Method of noise control for pumps, motors, and generators. e. Location and method of connection to the existing sewer on each side of the bypass if not provided in the Contract Documents. f. Number, size, material, and method of installation of suction and discharge piping, valves (isolation and air release), fittings, and other components for connection to the existing sewer system. g. Sewer isolation or plugging method and types of plugs or valves and fittings. h. Emergency plan for adverse weather and flooding for various phases of the Work. i. Incidental items required to ensure proper protection of the facilities. j. Traffic Control Plan where roads are impacted. k. Plan to divert pedestrian access where sidewalks are impacted. C. Temporary Bypass Pumping Plan For System Shutdowns Overnight or for Extended Periods 1. Prepare and submit a project- and site-specific detailed temporary bypass pumping plan that provides detailed descriptions and layout drawings of the proposed temporary bypass pumping system(s). Outline provisions and Date Bypass Pumping Cape Fear Public Rev # Utility Authority

57 precautions to be taken by the Contractor to convey and maintain existing wastewater flows during construction. 2. Ensure proper protection of existing facilities, the project area, and surrounding properties from damage due to the discharge of flows. 3. Include the following as a minimum: a. Size of pipeline or conveyance system to be bypassed. b. Staging areas for pumps. c. Manufacturer s product data for temporary bypass pump sizes, capacities, power requirements, and number of each size to be on site including primary, secondary, and spare pumps. Provide method of operation and control, and redundancy sufficient to prevent SSOs. d. Provisions for standby power including generator size and location. e. Provisions for stand-by lighting. f. Method of noise control for pumps, motors, or generators. g. Location and method of connection to the existing sewer on each side of the bypass if not provided in the Contract Documents. h. Size and location of manholes or access points for suction and discharge hose or piping. i. Plan indicating location of temporary bypass pumping pipe locations. j. Number, size, material, location, and method of installation of suction and discharge piping, valves (isolation and air release), fittings, and connections to the existing sewer system. k. For buried piping, typical sections showing suction and discharge pipe depth, embedment, select fill and special backfill. l. Thrust and restraint block sizes and locations. Provide details necessary to demonstrate the integrity of restraint of suction and discharge piping including piping and fittings associated with primary and secondary pumping units. m. Sewer isolation or plugging method and types of plugs or valves and fittings. n. Discharge plan including method of protecting discharge manholes or structures from erosion and other damage. o. Access plans to temporary bypass pumping locations indicated on the drawings. p. Heavy equipment required for installation of pumps, piping, valves, fittings and other materials. q. Temporary pipe supports and anchoring. r. Calculations of static lift, friction losses, and flow velocity (pump curves showing pump operating range shall be submitted). s. Calculations for selection of temporary bypass pumping pipe size. t. Schedule for installation, operation, maintenance, and removal of the temporary bypass pumping system(s). u. Emergency plan for adverse weather and flooding for various phases of the Work. v. Contractor s plan for providing continuous (24-hour) monitoring of the temporary bypass pumping operation as well as the monitoring persons qualifications. Additionally, an auto-dialer alarm system shall be provided for loss of primary pump or high level at suction location. w. Plan for refueling pump sets on demand. x. Demonstration of compliance with the requirements and permit conditions specified in the Contract Documents. y. Incidental items necessary to insure proper protection of the facilities. Date Bypass Pumping Cape Fear Public Rev # Utility Authority

58 1.5 QUALITY ASSURANCE A. Demonstrate, or employ the services of a subcontractor, who can demonstrate that they specialize in the design and operation of temporary sewer bypass pumping systems. B. Comply with North Carolina OSHA Standards, Underwriter Laboratories, and other authorities having jurisdiction. The temporary bypass pumping system shall meet the requirements of codes and regulatory agencies having jurisdiction. C. Materials and appurtenances shall be clearly, legibly, and appropriately marked for identification purposes. Marking shall include listing/approval stamp, label, or other marking indicating conformance with specified standards. D. Perform temporary bypass pumping system testing in accordance with Part 3. PART 2 PRODUCTS 2.1 TEMPORARY SEWER BYPASS PUMPING SYSTEMS FOR SYSTEM SHUTDOWNS EXTENDING OVERNIGHT A. Pumps shall be fully automatic self-priming units that do not require the use of footvalves or vacuum pumps in the priming system. Pumps may be electric or diesel powered. Diesel powered pumps shall include critical grade silencing when used in residential settings or areas where excessive noise levels would create a disturbance. Critical grade silencing is not required on redundant bypass pumping. Silencing Grade Expected Attenuation (dba) Industrial 15 to 20 Residential 20 to 25 Critical 25 to 32 Super Critical 30 to 38 Hospital 35 to 42 Hospital Plus 35 to 50 Extreme 40 to 55 Super Extreme 45 to 60 B. Provide level detection equipment, alarms, drives, controls, fittings, valves, air release valves, fuel tanks, auxiliary fuel tanks, and other components for a reliable stand-alone system. Provide sufficient components for a redundant system. C. Include 100 percent on-line pumping redundancy. Include a redundant bypass pump, intake and discharge conduit, and other equipment necessary to provide continuous wastewater flow and prevent the backing up of sewage in the event of primary system failure. Date Bypass Pumping Cape Fear Public Rev # Utility Authority

59 2.2 PERFORMANCE REQUIREMENTS A. Design, install, operate, and maintain a temporary bypass pumping system to maintain continuous wastewater service to customers of CFPUA. The Contractor shall be responsible for bypass pumping of wastewater as required to prevent backing up of sewage (except as approved by CFPUA) and provide appropriate conditions for proper drainage, inspection, replacement, rehabilitation, testing or reconnections to existing sewers. B. Temporary Bypass Pumping System Capacities Location Firm Capacity (GPM) C. Operation 1. Operators a. Provide on-site manual oversight by a responsible operator of temporary bypass pumping operations 24 hours per day, 7 days per week when the temporary bypass pumping systems are in operation. b. The 24-hour monitoring operator shall be properly trained, experienced, and mechanically qualified so that they can quickly and effectively address potential emergency and non-emergency situations associated with the pumps and temporary bypass pumping system. 2. Controls a. Pumps shall operate on redundant control systems and be equipped with an auto-dialer, cellular, or SCADA monitoring and control. Controls shall be set so that the systems do not surcharge and create an SSO in upstream manholes or a backup of wastewater into residential or commercial facilities. 3. Operation Sequences a. Comply with operating sequences provided by Engineer and ORC. PART 3 EXECUTION 3.1 EXAMINATION A. Inspect Work area and verify that existing conditions match the conditions depicted on the Drawings. Notify Engineer immediately of any discrepancies. B. System Testing 1. Perform leakage and pressure tests of the temporary bypass pumping discharge piping using clean water prior to operation. Pressure and leakage tests shall be conducted at 1.5 times the maximum working pressure, based on the approved Date Bypass Pumping Cape Fear Public Rev # Utility Authority

60 Temporary Bypass Pumping Plan, for a period of two hours. No leakage is permitted during this test. Provide a leakage and pressure test report that documents start time and pressure, pressure at 15 minute intervals, stop time, end of test pressure, and amount of leakage. Report shall be signed by the Contractor s on-site superintendent and project manager, and the Engineer or CFPUA representative. 2. Demonstrate that the temporary bypass pumping system is in good working order and is sufficiently sized to successfully convey wastewater flows by operating the system in automatic mode for a period of 24 hours prior to beginning Work. 3. Demonstrate alarms function as designed. 4. Demonstrate back-up pumps and systems operate as designed. 3.2 PREPARATION A. Temporary bypass pumping operations shall not proceed until submittals have been approved. B. Do not interrupt sewer service without prior approval of CFPUA. C. Precautions 1. Locate existing utilities in proximity to the temporary bypass pumping system. Install temporary bypass pumping system components to minimize disturbance to existing utilities and in accordance with the Temporary Bypass Pumping System Plan. Costs associated with relocating existing utilities and obtaining approvals shall be borne by the Contractor. 2. During temporary bypass pumping system operation, protect the existing sanitary sewer facilities from damage inflicted by any equipment. The Contractor shall be responsible for physical damage to the existing sanitary sewer facilities caused by human or mechanical failure. D. Protect existing facilities in accordance with Section Temporary Facilities and Controls. 3.3 INSTALLATION A. General 1. Prevent damage to existing structures. Discharge piping to gravity sewer systems shall be designed in such a manner as to prevent discharge from contacting manhole walls or benching. Full discharge shall go into the downstream pipe in a manner to minimize turbulence. It may be necessary to remove manhole cones to provide sufficient space for the bypass piping. Contractor is responsible for any damage to manholes. Repair damaged manholes to preconstruction condition. 2. Make connections to the existing sewer and construct temporary bypass pumping structures only at the access locations indicated on the Drawings. 3. The new sewer may be used by the Contractor to convey the sanitary flows after the new sewer has passed inspection and testing. CFPUA shall approve any temporary connections to the new sewer. 4. Plugging or blocking of sewage flows shall incorporate a primary and secondary plugging device. When plugging or blocking is no longer needed for performance and acceptance of work, it is to be removed in a manner that permits the sewage Date Bypass Pumping Cape Fear Public Rev # Utility Authority

61 flow to slowly return to normal without surge and that prevents surcharging or causing other major disturbances downstream. 5. When working inside a manhole or force main in the presence of sewer gases, combustible or oxygen-deficient atmospheres, and confined spaces, the Contractor shall exercise caution and comply with OSHA requirements. 6. Installation of bypass pipelines is prohibited in wetland areas unless specifically indicated or allowed in the Contract Documents. The pipeline must be located off streets (except where streets are shut down and detours or lane shifts are provided) and sidewalks and on shoulders of the roads or within easements. When the bypass pipeline crosses local streets and private driveways, install temporary road ramps. B. Steel Pipe shall be installed in accordance with manufacturer recommendations. Locking pins shall be placed in couplings. C. HDPE pipe shall be installed in accordance with AWWA M55 PE Pipe Design and Installation and the Handbook of Polyethylene Pipe by the Plastics Pipe Institute. The pipe shall be joined by the butt fusion procedure outlined in ASTM F 2620 or PPI TR-33. Fusion joints shall be made in compliance with the pipe or fitting manufacturer s recommendations. Fusion joints shall be made by qualified fusion technicians per PPI TN OPERATION A. Maintain flows in the existing upstream pumps stations, sewer interceptors, and tributary collector and lateral lines at all times and under all weather conditions except for brief periods when mains and services are disconnected and reconnected. Take actions and precautions necessary to prevent discharge of wastewater during disconnection and reconnection of mains including performing those tasks during off peak hours or providing additional temporary bypass measures. Interruption of flows that result in the discharge of wastewater will not be permitted. B. Maintain sewer flow at the work area in a manner that will not cause surcharging of sewers or damage to sewers, and that will protect public and private property from damage and flooding. C. Anticipate severe weather conditions and increases in peak flows during rain events and design and plan for these accordingly. D. Immediately notify CFPUA should a sanitary sewer overflow (SSO) occur. Take necessary action to clean up and disinfect the spillage to the satisfaction of CFPUA and other governmental agencies with jurisdiction. If sewage is spilled onto public or private property, wash down, clean up, and disinfect the spillage to the satisfaction of the property owner, utility owner, and governmental regulatory agencies. E. Overflows from temporary bypass operations shall not be permitted to enter streams or bodies of water. The Contractor shall be solely responsible for paying fines imposed and legal actions taken by state and federal regulatory agencies if overflows occur as a result of the temporary bypass pumping operations. Reimburse CFPUA for any damages, operational costs, fines, and other effects. Immediately remove and dispose Date Bypass Pumping Cape Fear Public Rev # Utility Authority

62 of wastewater and waste material spilled during the temporary bypass pumping at his own expense. F. Make every effort to avoid causing unplanned service outages. CFPUA will investigate service outages resulting from Contractor s operations. If the investigation determines that the Contractor could have avoided the service outage, then the outage shall result in disciplinary actions including but not limited to reimbursement to the CFPUA for any damages, operational costs, fines, and other effects. G. Provide pipeline plugs, temporary suction piping, pumps of adequate size to handle peak flow, and temporary discharge piping to ensure that the total flow of the sewer main can be safely diverted around the section of sewer designated for rehabilitation. Do not stop or impede the main flows without prior approval by CFPUA. H. Temporary bypass pumping systems for system shutdowns extending overnight shall be operated 24 hours per day. I. Where portions of the Work require that tributary pump stations be taken out of service for prolonged periods, the Contractor shall construct a temporary bypass pumping system for those pump stations that discharge into either the existing piping downstream of the affected area, or to a neighboring gravity sewer (as identified by CFPUA) that flows to an unaffected pump station. J. Temporary road ramps shall be used where necessary to maintain traffic flow in accordance with the Traffic Control Plan as required by Section , Special Procedures. K. Cease bypass pumping operations and return flows to the new or existing sewer when directed by CFPUA. L. Contractor shall repair, at his own expense, any damage to public or private property caused by his operations. 3.5 PROTECTION A. Protect temporary bypass pumping systems from traffic in proximity to system components and vandalism. Repair or replace damaged components immediately. 3.6 MAINTENANCE A. Ensure that the temporary bypass pumping system is properly maintained in accordance with the Temporary Bypass Pumping Plan and manufacturer recommendations. There shall be no leakage from the temporary bypass pumping system. B. Sufficient spare parts for pumps and piping shall be kept on site to maintain operation of the redundant system. Immediately replace spare parts that are placed into service. Date Bypass Pumping Cape Fear Public Rev # Utility Authority

63 3.7 DISASSEMBLY AND REMOVAL A. When bypass operations are complete, bypass piping shall be flushed with fresh water and drained into the wastewater system prior to disassembly. Piping shall be disassembled in a manner to prevent an SSO. B. Upon completion of the bypass pumping operations, and after the receipt of written permission from CFPUA, the Contractor shall disassemble and remove piping and restore property to pre-construction condition. END OF SECTION Date Bypass Pumping Cape Fear Public Rev # Utility Authority

64 SECTION PRODUCT REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Products. B. Product delivery requirements. C. Product storage and handling requirements. D. Product options. 1.2 PRODUCTS A. At minimum, comply with specified requirements and reference standards in CFPUA Materials Specification Manual (MSM). B. MSM specified products define standard of quality, type, function, dimension, appearance, and performance required. C. Furnish products of qualified manufacturers that are suitable for intended use. Furnish products of each type by single manufacturer unless specified otherwise. Confirm that manufacturer's production capacity can provide sufficient product, on time, to meet Project requirements. 1.3 PRODUCT DELIVERY REQUIREMENTS A. Transport and handle products according to manufacturer's instructions. B. Promptly inspect shipments to ensure products comply with requirements, quantities are correct, and products are undamaged. C. Provide equipment and personnel to handle products; use methods to prevent soiling, disfigurement, or damage. 1.4 PRODUCT STORAGE AND HANDLING REQUIREMENTS A. Store and protect products according to manufacturer's instructions. B. Store products with seals and labels intact and legible. C. Store sensitive products in weathertight, climate-controlled enclosures in an environment suitable to product. D. For exterior storage of fabricated products, place products on sloped supports aboveground. Date Product Requirements Cape Fear Public Rev. # Utility Authority

65 E. Provide bonded off-site storage and protection when Site does not permit on-site storage or protection. F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. G. Store loose granular materials on solid flat surfaces in well-drained area. Prevent mixing with foreign matter. H. Provide equipment and personnel to store products; use methods to prevent soiling, disfigurement, or damage. 1.5 PRODUCT OPTIONS A. Products Specified by Reference Standards or by MSM Description Only: Products complying with specified reference standards or description. B. Products Specified by Naming One or More Manufacturers: Products of one of manufacturers named and complying with Specifications; no options or substitutions allowed. C. Substitutions to be reviewed and permitted before bid receipt or final plan approval. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION Date Product Requirements Cape Fear Public Rev. # Utility Authority

66 SECTION EXECUTION AND CLOSEOUT REQUIREMENTS (CFPUA CAPITAL PROJECTS) PART 1 GENERAL 1.1 SECTION INCLUDES A. Field surveying. B. Closeout procedures. C. Starting of systems. D. Demonstration and instructions. E. Testing, adjusting, and balancing. F. Project record documents. G. Operation and maintenance data. H. Spare parts and maintenance products. I. Product warranties and product bonds. J. Examination. K. Preparation. L. Execution. M. Cutting and patching. N. Protecting installed construction. O. Final cleaning. 1.2 FIELD SURVEYING A. Employ land surveyor registered for Project layout and location records. B. Locate and protect survey control and reference points. Promptly notify Engineer of discrepancies discovered. C. Control datum for survey is established by Engineer-provided survey and indicated on Drawings. Date Execution and Closeout Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

67 D. Verify easements; confirm Drawing dimensions and elevations. E. Provide field surveying and recording services. Establish elevations, lines, and points using recognized survey practices. F. Protect survey control points prior to starting Site Work; preserve permanent reference points during construction. G. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer. H. Final Record Survey: Prior to Substantial Completion, submit markup of final record in accordance with Project Record Documents in this section. 1.3 CLOSEOUT PROCEDURES A. Prerequisites to Substantial Completion: Complete following items before requesting Certification of Substantial Completion, either for entire Work or for portions of Work: 1. Submit maintenance manuals, Project record documents, markups, warranty letters and other similar final record data in compliance with this Section. 2. Complete facility startup, testing, adjusting, balancing of systems and equipment, demonstrations, and instructions to Owner's operating and maintenance personnel as specified in compliance with this Section. 3. Conduct inspection to establish basis for request that Work is substantially complete. Create comprehensive list (initial punch list) indicating items to be completed or corrected, value of incomplete or nonconforming Work, reason for being incomplete, and date of anticipated completion for each item. Include copy of list with request for Certificate of Substantial Completion. 4. Obtain and submit releases enabling Owner's full, unrestricted use of Project and access to services and utilities. 5. Deliver spare parts to Owner. 6. Make final change-over of locks and transmit keys directly to Owner. Advise Owner's personnel of change-over in security provisions. 7. Discontinue or change over and remove temporary facilities and services from Project Site. 8. Perform final cleaning according to this Section. B. Substantial Completion Inspection: 1. When Contractor considers Work to be substantially complete, submit to Engineer: a. Written certificate that Work, or designated portion, is substantially complete. b. List of items to be completed or corrected (initial punch list). 2. Should Engineer determine that Work is not substantially complete: a. Engineer will promptly notify Contractor in writing, stating reasons for its opinion. b. Contractor shall remedy deficiencies in Work and send second written request for Substantial Completion to Engineer. c. Engineer will reinspect Work. d. Redo and Inspection of Deficient Work: Repeated until Work passes Engineer's inspection. 3. When Engineer finds that Work is substantially complete, Engineer will: Date Execution and Closeout Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

68 a. Prepare Certificate of Substantial Completion on Owner s Certificate of Substantial Completion, accompanied by Contractor's list of items to be completed or corrected as verified and amended by Engineer and Owner (final punch list). b. Submit Certificate to Owner and Contractor for their written acceptance of responsibilities assigned to them in Certificate. 4. After Work is substantially complete, Contractor shall: a. Allow Owner occupancy of Project under provisions stated in Certificate of Substantial Completion. b. Complete Work listed for completion or correction within time period stipulated. C. Prerequisites for Final Completion: Complete following items before requesting final acceptance and final payment. 1. When Contractor considers Work to be complete, submit written certification that: a. Contract Documents have been reviewed. b. Work has been examined for compliance with Contract Documents. c. Work has been completed according to Contract Documents. d. Work is completed and ready for final inspection. 2. Submittals: Submit following: a. Final punch list indicating all items have been completed or corrected. b. Final adjusting change order documents. c. 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. d. Specified warranties, workmanship/maintenance bonds, maintenance agreements, and other similar documents. e. Contractor's affidavit of payment of debts and claims. f. Contractor affidavit of release of liens. g. Consent of surety to final payment. 3. Perform final cleaning for Contractor-soiled areas according to this Section. D. Final Completion Inspection: 1. Engineer will make inspection to determine whether Work or designated portion is complete. 2. Should Engineer consider Work to be incomplete or defective: a. Engineer will promptly notify Contractor in writing, listing incomplete or defective Work. b. Contractor shall remedy stated deficiencies and send second written request to Engineer that Work is complete. c. Engineer will reinspect Work. d. Redo and Inspection of Deficient Work: Repeated until Work passes Engineer's inspection. 1.4 STARTING OF SYSTEMS A. Coordinate schedule for startup of various equipment and systems. B. Notify Engineer seven days prior to startup of each item. Date Execution and Closeout Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

69 C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage. D. Verify that tests, meter readings, and electrical characteristics agree with those required by equipment or system manufacturer. E. Verify that wiring and support components for equipment are complete and tested. F. Execute startup under supervision of manufacturer's representative or Contractors' personnel according to manufacturer's instructions. G. When specified in individual Specification Sections, require manufacturer to provide authorized representative who will be present at Site to inspect, check, and approve equipment or system installation prior to startup and will supervise placing equipment or system in operation. H. Submit a written report that equipment or system has been properly installed and is functioning correctly. 1.5 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of products to Owner's personnel two weeks prior to date of startup or Substantial Completion. B. Demonstrate Project equipment and instructed by authorized manufacturer's representative who is knowledgeable about the Project. C. Use operation and maintenance manuals as basis for instruction. Review contents of manual with Owner's personnel in detail to explain all aspects of operation and maintenance. D. Demonstrate startup, operation, control, adjustment, troubleshooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equipment location. 1.6 PROJECT RECORD DOCUMENTS A. Maintain one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed Shop Drawings, product data, and Samples. 6. Manufacturer's instruction for assembly, installation, and adjusting. B. Ensure entries are complete and accurate, enabling future reference by Owner. C. Record information concurrent with construction progress, not less than weekly. Report recording status at progress meetings. Date Execution and Closeout Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

70 D. Specifications: Legibly mark and record, at each product Section, description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates used. 3. Changes made by Addenda and modifications. E. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction as follows: 1. Include Contract modifications such as Addenda, supplementary instructions, change directives, field orders, minor changes in the Work, and change orders. 2. Include locations of concealed elements of the Work. 3. Identify depth of buried utility lines and provide dimensions showing distances from permanent facility components that are parallel to utilities. 4. Dimension ends, corners, and junctions of buried utilities to permanent facility components using triangulation. 5. Identify and locate existing buried or concealed items encountered during Project. 6. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 7. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 8. Field changes of dimension and detail. 9. Details not on original Drawings. F. Certified, surveyed record drawings ( as-built plans), sealed by a North Carolina licensed Professional Engineer and Professional Land Surveyor, shall be furnished to CFPUA by the Engineer of Record upon completion and acceptance of the infrastructure by CFPUA. The as-built plans shall conform to the as-built checklist included herein. G. For sewer projects, the as-built plans shall include accurate information regarding pipe size, pipe material, pipe length, manhole construction (size of manhole, invert, rim, alignment, location), services, and pump stations along with any relevant rights-of-way, property boundaries and easements. Plans shall also include sewer profiles showing any utility crossings along with the aforementioned information. H. For pump station projects, the as-built plans shall include accurate information regarding interior and exterior pipe sizes, material, length, as well as all structural dimensions of the pump station, all electrical equipment (make and model), pump information (make, model, and impeller size), and site layout information. Top plan, sectional plan, and full cross-section views are required on the as-built plans. I. For water projects, the as-built plans shall include accurate information regarding pipe size, pipe material, pipe length, valve locations (and turn direction), hydrant locations, fitting locations, services, and blow-off locations along with any relevant rights-of-way, property boundaries and easements. J. Submit marked-up paper copy documents to Engineer at each payment request and before Substantial Completion. Date Execution and Closeout Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

71 K. Digital as-built information shall be provided by the Engineer of Record in AutoCAD format and PDF format with seal, signature, and date by surveyor and engineer and shall include all information required on the as-built drawings. No other digital formats will be accepted. 1.7 OPERATION AND MAINTENANCE DATA A. Submit in PDF composite electronic indexed file. B. Submit data bound in 8-1/2 x 11-inch text pages, three D side ring binders with durable plastic covers. C. Prepare binder cover with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS," title of Project, and subject matter of binder when multiple binders are required. D. Internally subdivide binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. E. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. F. Contents: Prepare table of contents for each volume, with each product or system description identified, typed on white paper, in three parts as follows: 1. Part 1: Directory, listing names, addresses, and telephone numbers of Engineer, Contractor, Subcontractors, and major equipment suppliers. 2. Part 2: Operation and maintenance instructions, arranged by system and subdivided by Specification Section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Include the following: a. Significant design criteria. b. List of equipment. c. Parts list for each component. d. Operating instructions. e. Maintenance instructions for equipment and systems. f. Contact information for warranty items. g. Safety precautions to be taken when operating and maintaining or working near equipment. 3. Part 3: Project documents and certificates, including the following: a. Shop Drawings and product data. b. Certificates. c. Photocopies of warranties and bonds. 1.8 SPARE PARTS AND MAINTENANCE PRODUCTS A. Furnish spare parts, maintenance, and extra products in quantities specified in individual Specification Sections. B. Deliver to Project Site and place in location as directed by Owner; obtain receipt prior to final payment. Date Execution and Closeout Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

72 1.9 PRODUCT WARRANTIES AND PRODUCT BONDS A. Obtain warranties and bonds executed in duplicate by responsible Subcontractors, suppliers, and manufacturers within ten days after completion of applicable item of Work. B. Execute and assemble transferable warranty documents and bonds from Subcontractors, suppliers, and manufacturers. C. Verify documents are in proper form, contain full information, and are notarized. D. Co-execute submittals when required. E. Include table of contents and assemble in three D side ring binder with durable plastic cover. F. Submit prior to final Application for Payment. G. Time of Submittals: 1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within ten days after acceptance. 2. Make other submittals within ten days after date of Substantial Completion, prior to final Application for Payment. 3. For items of Work for which acceptance is delayed beyond Substantial Completion, submit within ten days after acceptance, listing date of acceptance as beginning of warranty or bond period. PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.1 EXAMINATION A. Verify that existing Site conditions are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions. B. Examine and verify specific conditions described in individual Specification Sections. C. Verify that utility services are available with correct characteristics and in correct locations. 3.2 EXECUTION A. Comply with manufacturer's installation instructions, performing each step, in sequence. Maintain one set of manufacturer's installation instructions at Project Site during installation and until completion of construction. Date Execution and Closeout Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

73 B. When manufacturer's installation instructions conflict with Contract Documents, request clarification from Engineer before proceeding. C. Verify that field measurements are as indicated on approved Shop Drawings or as instructed by manufacturer. D. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement. 1. Secure Work true to line and level and within specified tolerances, or if not specified, industry-recognized tolerances. 2. Physically separate products in place, provide electrical insulation, or provide protective coatings to prevent galvanic action or corrosion between dissimilar metals. E. Allow for expansion of materials. F. Mounting Heights: Where not indicated, mount individual units of Work at industry recognized standard mounting heights for particular application indicated. 1. Refer questionable mounting heights choices to Engineer for final decision. G. Adjust operating products and equipment to ensure smooth and unhindered operation. H. Clean and perform maintenance on installed Work as frequently as necessary through remainder of construction period. Lubricate operable components as recommended by manufacturer. 3.3 CUTTING AND PATCHING A. Employ skilled and experienced installers to perform cutting and patching. B. Submit written request in advance of cutting or altering elements affecting: 1. Structural integrity of element. 2. Integrity of weather-exposed or moisture-resistant elements. 3. Efficiency, maintenance, or safety of element. 4. Work of Owner or separate contractor. C. Execute cutting, fitting, and patching including excavation and fill to complete Work and to: 1. Fit the several parts together, to integrate with other Work. 2. Uncover Work to install or correct ill-timed Work. 3. Remove and replace defective and nonconforming Work. 4. Provide openings in elements of Work for penetrations of mechanical and electrical Work. D. Execute Work by methods to avoid damage to other Work and to provide proper surfaces to receive patching and finishing. E. Cut masonry and concrete materials using masonry saw or core drill. F. Restore Work with new products according to requirements of Contract Documents. Date Execution and Closeout Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

74 G. Fit Work tight to pipes, sleeves, ducts, conduits, and other penetrations through surfaces. H. Maintain integrity of wall, ceiling, or floor construction; completely seal voids. I. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest joint or intersection; for equipment assembly, refinish entire unit. J. Identify hazardous substances or conditions exposed during the Work to Engineer for decision or remedy. 3.4 PROTECTING INSTALLED CONSTRUCTION A. Protect installed Work and provide special protection where specified in individual Specification Sections. B. Provide temporary and removable protection for installed products. Control activity in immediate Work area to prevent damage. C. Protect corrosion protected (coated) surfaces. When activity is necessary, obtain recommendations for protection from coating material manufacturer. D. Prohibit traffic from landscaped areas. 3.5 FINAL CLEANING A. Execute final cleaning prior to final Project assessment. B. Clean Site; sweep paved areas, rake clean landscaped surfaces. C. Remove waste and surplus materials, rubbish, and construction facilities from Site. END OF SECTION Date Execution and Closeout Requirements Cape Fear Public Rev # (CFPUA Capital Projects) Utility Authority

75 SECTION EXECUTION AND CLOSEOUT REQUIREMENTS (DEVELOPMENT PROJECTS) PART 1 GENERAL 1.1 SECTION INCLUDES A. Field surveying. B. Closeout procedures. C. Starting of systems. D. Demonstration and instructions. E. Testing, adjusting, and balancing. F. Project record documents. G. Operation and maintenance data. H. Spare parts and maintenance products. I. Product warranties and product bonds. J. Examination. K. Preparation. L. Execution. M. Cutting and patching. N. Protecting installed construction. O. Final cleaning. 1.2 FIELD SURVEYING A. Employ licensed land surveyor for Project layout and location records. B. Locate and protect survey control and reference points. Promptly notify Engineer of discrepancies discovered. C. Control datum for survey is established by Engineer-provided survey and indicated on Drawings. Date Execution and Closeout Requirements Cape Fear Public Rev # (Development Projects) Utility Authority

76 D. Verify easements; confirm Drawing dimensions and elevations. E. Provide field surveying and recording services. Establish elevations, lines, and points using recognized survey practices. F. Protect survey control points prior to starting Site Work; preserve permanent reference points during construction. G. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer. H. Final Record Survey: Prior to Substantial Completion, submit markup of final record in accordance with Project Record Documents in this section. 1.3 CLOSEOUT PROCEDURES A. Prerequisites to Utility Activation: Complete following items before requesting Utility Activation, either for entire Work or for portions of Work: 1. Complete testing, adjusting, balancing of systems and equipment, demonstrations, and instructions to CFPUA s operating and maintenance personnel as specified in compliance with this Section and CFPUA Specification Section , Administrative Requirements. 2. Submit maintenance manuals, spare parts, Project record documents, markups, gravity sewer video inspection, warranty letters and other similar final record data in compliance with this Section. 3. Coordinate Final Walk Through inspection by CFPUA to establish basis for request that Work is complete. 4. Make final change-over of locks and transmit keys directly to CFPUA. Advise CFPUA s personnel of change-over in security provisions. 5. Discontinue or change over and remove temporary facilities and services from Project Site. 6. Perform final cleaning according to this Section. 1.4 STARTING OF SYSTEMS A. Coordinate schedule for startup of various equipment and systems. B. Notify Engineer seven days prior to startup of each item. C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage. D. Verify that tests, meter readings, and electrical characteristics agree with those required by equipment or system manufacturer. E. Verify that wiring and support components for equipment are complete and tested. F. Execute startup under supervision of manufacturer's representative or Contractors' personnel according to manufacturer's instructions. Date Execution and Closeout Requirements Cape Fear Public Rev # (Development Projects) Utility Authority

77 G. When specified in individual Specification Sections, require manufacturer to provide authorized representative who will be present at Site to inspect, check, and approve equipment or system installation prior to startup and will supervise placing equipment or system in operation. H. Submit a written report that equipment or system has been properly installed and is functioning correctly. 1.5 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of products to CFPUA personnel. B. Demonstrate Project equipment and instructed by authorized manufacturer's representative who is knowledgeable about the Project. C. Use operation and maintenance manuals as basis for instruction. Review contents of manual with CFPUA personnel in detail to explain all aspects of operation and maintenance. D. Demonstrate startup, operation, control, adjustment, troubleshooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equipment location. 1.6 PROJECT RECORD DOCUMENTS A. Maintain one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Reviewed Shop Drawings, product data, and Samples. 4. Manufacturer's instruction for assembly, installation, and adjusting. B. Ensure entries are complete and accurate, enabling future reference by Owner. C. Record information concurrent with construction progress, not less than weekly. Report recording status at progress meetings. D. Specifications: Legibly mark and record, at each product Section, description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates used. 3. Changes made by Addenda and modifications. E. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction as follows: 1. Include Contract modifications such as Addenda, supplementary instructions, change directives, field orders, minor changes in the Work, and change orders. 2. Include locations of concealed elements of the Work. 3. Identify depth of buried utility lines and provide dimensions showing distances from permanent facility components that are parallel to utilities. Date Execution and Closeout Requirements Cape Fear Public Rev # (Development Projects) Utility Authority

78 4. Dimension ends, corners, and junctions of buried utilities to permanent facility components using triangulation. 5. Identify and locate existing buried or concealed items encountered during Project. 6. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 7. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 8. Field changes of dimension and detail. 9. Details not on original Drawings. F. Certified, surveyed record drawings ( as-built plans), sealed by a North Carolina licensed Professional Land Surveyor and Professional Engineer, shall be furnished to the Cape Fear Public Utility Authority (Authority) by the Engineer of Record (or Developer where applicable) upon completion and acceptance of the infrastructure by the Authority. The as-built plans shall conform to the as-built checklist included herein. G. For sewer projects, the as-built plans shall include accurate information regarding pipe size, pipe material, pipe length, manhole construction (size of manhole, invert, rim, alignment, location), services, and pump stations along with any relevant rightsof-way, property boundaries and easements. Plans shall also include sewer profiles showing any utility crossings along with the aforementioned information. H. For pump station projects, the as-built plans shall include accurate information regarding interior and exterior pipe sizes, material, length, as well as all structural dimensions of the pump station, all electrical equipment (make and model), pump information (make, model, and impeller size), and site layout information. Top plan, sectional plan, and full cross-section views are required on the as-built plans. I. For water projects, the as-built plans shall include accurate information regarding pipe size, pipe material, pipe length, valve locations (and turn direction), hydrant locations, fitting locations, services, and blow-off locations along with any relevant rightsof-way, property boundaries and easements. J. Submit marked-up paper copy documents to Engineer at each payment request and before Substantial Completion. K. Digital as-built information shall be provided by the Engineer of Record in AutoCAD format and PDF format with seal, signature, and date by surveyor and engineer and shall include all information required on the as-built drawings. No other digital formats will be accepted. Date Execution and Closeout Requirements Cape Fear Public Rev # (Development Projects) Utility Authority

79 Date Execution and Closeout Requirements Cape Fear Public Rev # (Development Projects) Utility Authority