Att 4 Specifications.pdf
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- Descanso Fire Station Septic System Federal contract opportunity
- Solicitation number
- 1291S8-20-R-0014
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 1291S820R0014_Amd_0002.pdf | ||
| Utilities Drawing.pdf | ||
| RFIs Descanso Septic System.pdf | ||
| 1291S820R0014_Amd_0001.pdf | ||
| Att 1 Soils Report (2-12-2019).pdf | ||
| 1291S8-20-R-0014 RFP.pdf | ||
| Att 2 Fire Plan.pdf | ||
| Att 5 Drawings.pdf | ||
| Att 6 - PPQ.pdf | ||
| Att 3 WD CA 20200001.pdf |
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Text version
2020 DESCANSO HOT SHOT OFFICE SEPTIC SYSTEM
TABLE OF CONTENTS Section 00 01 00-1
TABLE OF CONTENTS
00 01 00 TABLE OF CONTENTS
DIVISION 01 00 00: GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 33 23 SHOP DRAWINGS PRODUCTS DATA AND SAMPLES
01 40 00 QUALITY REQUIREMENTS
01 41 00 REGULATORY REQUIREMENTS
01 57 24 STORM WATER POLLUTION CONTROL
01 71 13 MOBILIZATION
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
DIVISION 02 00 00: EXISTING CONDITIONS
02 41 00 DEMOLITION
DIVISION 31 00 00: EARTHWORK
31 20 00 EARTH MOVING
31 21 01 ARCHAEOLOGICAL MONITORING
DIVISION 33 00 00: UTILITIES
33 36 00 UTILITY SEPTIC SYSTEM
33 32 13 UTILITY LIFT STATION
END OF SECTION 00 01 00
SUMMARY OF WORK Section 01 11 00-1
SECTION 01 11 00 - SUMMARY OF WORK
PART 1 - GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Identification: Project consists of installation of a wastewater system and all related incidental work at the following location:
1. Project Location: Descanso Fire Station, 24321 Viejas Grade, Descanso, California 92016.
2. Owner: Cleveland National Forest, 10845 Rancho Bernardo Road, Suite 200, San Diego, CA 92127.
B. This project will include, but is not limited to the following:
Base bid work includes installation of a septic system including septic tank, lift station, surge tank, infiltration chambers, sewer pipe, cleanouts, transportation and disposal of excess soil, demolition of existing septic tank, and all associated work.
Optional bid work includes Archaeological Survey Monitoring at the project site during all activities involving ground or natural feature disturbance. Optional bid item may or may not be awarded.
The new sewer line shall connect to the existing sewer line in the front yard of the Residence building.
Existing lines to be abandoned shall be cut, capped, and abandoned in place in accordance with Section 02 41 00, Demolition. The septic system shall meet all the recommendations given in the Percolation Test Report that is attached to this contract.
1.2 WORK SEQUENCE
A. The work shall be conducted in one phase.
1. All work shall be substantially complete and ready for use within 50 calendar days of the Notice To Proceed.
1.3 USE OF PREMISES
A. See Section 01 14 00, Work Restrictions.
1.4 CONTRACTOR’S SCHEDULE
A. The contractor shall provide the Government with a complete work schedule at the project prework conference describing the different work activities and when they will be initiated and completed. The Contractor will be expected to follow this schedule during the course of the contract or shall submit a revised schedule within 48 hours of any unforeseen delays or changes.
1.5 SPECIFICATION FORMATS AND CONVENTIONS
A. Specification Format: The Specifications are organized into Division and Sections using the 48-division format and Construction Specification Institute (CSI) “Master Format” numbering system.
SUMMARY OF WORK Section 01 11 00-2
B. Specifications Content: The Specifications use certain convention for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. The conventions are as follows:
1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred, as the same required. Singular words shall be interpreted as plural and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.
2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.
a. The words “shall,” “shall be,” or “shall comply with,” depending on the context, are implied where used within a sentence or phrase.
1.6 DAYS/HOURS OF OPERATION
A. The Contractor’s hours of operation shall be restricted to 8:00 am to 4:30 pm, Monday through Friday. In addition, the work shall be shut down during the following periods.
1. Work shall be shut down on Saturdays, Sundays, and all federally listed Holidays.
2. Contract time has been adjusted to reflect these periods of shutdown.
1.7 MEASUREMENT AND PAYMENT
A. Cost Breakdown: The Contractor shall provide to the Government at the prework conference a breakdown of each Lump Sum Unit Price for the project.
B. The work shall be measured for each item as listed below and as shown on the Schedule of Items.
1. Lump Sum Quantity (LSQ) shall be measured as one job and shall include all mobilization, preparation work, new construction, site work, cleanup and the like.
2. Actual Quantity (AQ) shall be measured as the actual work completed as described in Contract
Specifications herein.
3. Design Quantity (DQ) shall be based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings and the presentation in the contract.
C. Payment: Payment for the quantity or unit, as measured above, will be at the contract unit price as shown on the Schedule of Items. Payment will constitute full compensation for all labor, equipment, testing, materials and incidentals necessary to complete the work described herein and AS SHOWN ON THE DRAWINGS.
D. No separate measurement or payment will be made for work specified in this section.
PART 2 – PRODUCTS (Not Used)
SUMMARY OF WORK Section 01 11 00-3
PART 3 – EXECUTION
3.1 REQUIREMENTS OF REGULATORY AGENCIES:
A. All work performed shall comply with Health, Safety and Fire Codes, OSHA regulations and/or applicable regulations established by Federal, State, County and local codes and ordinances.
END OF SECTION 01 11 00
WORK RESTRICTIONS Section 01 14 00-1
SECTION 01 14 00 - WORK RESTRICTIONS
PART 1 – GENERAL
1.1 SCOPE
A. This work consists of the use by the Contractor of areas and facilities owned by the Government during the construction of this project.
1.2 MEASUREMENT AND PAYMENT
A. No separate measurement or payment will be made for work specified in this section.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 The Government will make available to the Contractor at no expense, the use of existing water and electrical utilities at the site. Any extension of the utilities to the project shall be provided by the Contractor from locations approved by the Contracting Officer.
3.2 A restroom is not available for the Contractor's use. Contractor shall provide an accessible portable toilet for their employees use. Portable toilet shall include a secondary containment.
3.3 Telephone is not available for the Contractor's use.
3.4 The Contractor will have use of the site within the project area as determined by the COR for construction operations. The Contractor may store equipment and materials in the area labled on the site plan. The Contractor shall be responsible for providing for the security of the equipment and materials delivered and stored at the jobsite.
3.5 The road adjacent to the site will remainopen to public traffic throughout the length of the contract.
Underspecial circumstances, the Contractor may temporarily stop traffic on the road with approval of the Contracting Officer. Contractor shall be responsible for all traffic control reating to this project and all traffic control devices shall be in conformance with the Manual on Uniform Traffic Control Device Requirements.
Contractor shall not disturb the area beyond the project limits.
3.6 The Contractor shall take all reasonable precautions to ensure a safe construction area.
3.7 The Contractor's operations shall at no time interfere with emergency vehicle traffic.
3.8 The Contractor shall return the area designated for equipment and materials storage to the original state at the completion of the project.
WORK RESTRICTIONS Section 01 14 00-2
3.9 Contractor shall cleanup work areas on a daily basis in accordance with Section 01 74 00, Construction Waste Management and Disposal.
END OF SECTION 01 14 00
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Section 01 33 23-1
SECTION 01 33 23 - SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
A. This work consists of furnishing technical information, and for the approval of material and product substitutions. Work includes:
1. Catalog Data
2. Certificates and Warranties
1.2 COMPLETENESS OF SUBMITTALS
A. Submittals shall include all pertinent data required to understand the quality of components, dimensional relationships, integration with other materials, assembly techniques, structural aspects, color, finish, texture, and other such characteristics as may be necessary to fully describe the item and its intended use.
B. Incomplete submittals will be cause for rejection. Additional contract time will not be allowed to compensate for incomplete submittal packages.
1.3 SUBSTITUTIONS
A. The Contractor shall submit all required information and submittals or any submittals to be considered as an "or equal" substitution at the Prework Meeting or within 14 days of Notice to Proceed. The Government shall have 7 days to review and approve all information. No work shall be initiated until all submittals related to those work items have been reviewed and approved in writing by the Contracting Officer. After this period, no substitution in products shall be considered and the Contractor shall secure and install products specified or approved. All resubmittals will incur an additional 7 days for review and approval.
1.4 MEASUREMENT AND PAYMENT
3.1 CATALOG DATA
A. Original Submittals: Copies of original catalog data are required for the submittal
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Section 01 33 23-2
1. Data: Each submittal shall have all pertinent data contained therein that is applicable to the item submitted for approval.
B. Resubmittal: Copies of original catalog data are required for each re-submittal.
1. Data: Each submittal shall have all pertinent data contained therein that is applicable to the item submitted for approval.
C. Approval: Upon approval, one copy so noted will be returned and the remainder will be retained by the Contracting Officer.
3.2 IDENTIFICATION
A. Each catalog brochure or page submitted shall clearly identify the specific item being submitted for approval. A cover sheet shall be provided with each submittal identifying project name, general contractor information, subcontractor information if applicable, and submittal number.
3.3 CONTRACTOR’S RESPONSIBILITY
A. Representation: By the submittal of any catalog data, the contractor thereby represents that he has determined and verified all field measurements, field construction criteria, materials, dimensions, catalog numbers and other essential data and has coordinated same with the contract documents and other approved submittals.
B. Approval of catalog data shall not relieve the contractor from responsibility for errors or omissions therein.
C. Prohibitions: No portion of the work requiring catalog data shall commence prior to approval of such items.
D. Coordination: Contractor shall be responsible for coordination between trades to insure total compatibility with or between substituted items and those existing, specified, or otherwise provided.
Alterations required to achieve compatibility with or between substituted items, shall be accomplished without sacrifice of performance and at no additional cost to the Government.
E. Verification: Any change from elements as originally designed shall be substantiated by calculations and/or data certified by a registered engineer or architect licensed in California.
END OF SECTION 01 33 23
QUALITY REQUIREMENTS Section 01 40 00-1
SECTION 01 40 00 - QUALITY REQUIREMENTS
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for quality assurance and quality control.
B. Testing and inspecting services are required to verify compliance with requirements specified or indicated.
These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.
1. Specified tests, inspections, and related actions do not limit Contractor's quality-control procedures that facilitate compliance with the Contract Document requirements.
2. Requirements for Contractor to provide quality-control services required by Contracting Officer, Government, or authorities having jurisdiction are not limited by provisions of this Section.
C. See Divisions 01 00 00 through 48 00 00 for specific test and inspection requirements, and as listed herein.
1.2 DEFINITIONS
A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the work to guard against defects and deficiencies and ensure that proposed construction complies with requirements.
B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the work to evaluate that the completed construction complies with requirements. Services do not include contract enforcement activities performed by Contracting Officer.
C. Testing Agency: An independent state certified entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency.
1.3 SUBMITTALS
A. Qualification Data: Testing agencies shall demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.
B. Reports: Prepare and submit certified written reports that include the following:
1. Date of issue.
2. Project title.
3. Name, address, and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
5. Names of individuals making tests and inspections.
6. Description of the Work and test and inspection method.
7. Identification of product and Specification Section.
QUALITY REQUIREMENTS Section 01 40 00-2
8. Complete test or inspection data.
9. Test and inspection results and an interpretation of test results.
10. Ambient conditions at time of sample taking and testing and inspecting.
11. Comments or professional opinion on whether tested or inspected Work complies with the Contract
12. Document requirements.
13. Name and signature of laboratory inspector.
14. Recommendations on retesting and reinspecting.
C. Permits, Licenses, and Certificates: For Government's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.
D. Contractor shall be responsible for all fees associated with the project required by utility companies, and Federal, State, County, or local governmental regulatory agencies.
1.4 QUALITY ASSURANCE
A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.
B. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.
C. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.
D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance.
E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or products that are similar to those indicated for this Project in material, design, and extent.
F. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed.
G. Inspection of Construction: The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements.
All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and testing at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.
Government inspections and tests are for the sole benefit of the Government and do not:
QUALITY REQUIREMENTS Section 01 40 00-3
1. Relieve the Contractor of responsibility for providing adequate quality control measures.
2. Relieve the Contractor of responsibility for damage to or loss of the material before acceptance.
3. Constitute or imply acceptance.
The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.
1.5 QUALITY CONTROL
A. Contractor Responsibilities: Unless otherwise indicated, provide quality-control services specified and required by authorities having jurisdiction.
1. Contractor's responsibility is to engage a qualified testing agency to perform these quality-control services.
a. Contractor shall not employ the same entity engaged by Government, unless agreed to in writing by Government.
2. Notify testing agencies at least 24 hours in advance of time when work that requires testing or inspecting will be performed.
3. Contractor shall coordinate the Government inspections with the work progress and provide a lead time of three business days.
4. Quality-control services are indicated as Contractor's responsibility; submit a certified written report, in duplicate, of each quality-control service within 2 days of test being performed. Costs for retesting and re-inspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents shall be the responsibility of the Contractor.
5. Testing and inspecting requested by Contractor and not required by the Contract Documents are
Contractor's responsibility.
6. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.
B. Special Test and Inspections: Contractor will engage a testing agency to conduct special tests and inspections required by the specifications and drawings.
1. Testing agency will notify Contracting Officer and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services.
2. Testing agency will submit a certified written report of each test, inspection, and similar quality-control service to Contracting Officer with copy to Contractor and to authorities having jurisdiction within 2 days of test being performed.
QUALITY REQUIREMENTS Section 01 40 00-4
3. Testing agency will submit a certified written final report at Substantial Completion of project of all special tests and inspections performed throughout the contract, which includes a list of unresolved deficiencies. Two copies of final report shall be submitted.
4. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.
5. Testing agency will retest and re-inspect corrected work.
C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing.
D. Retesting/Re-Inspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and re-inspecting, for construction that revised or replaced Work that failed to comply with requirements established by the Contract Documents.
E. Testing Agency Responsibilities: Cooperate with Contracting Officer and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.
1. Notify Contracting Officer and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.
2. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements.
3. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor.
4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work.
5. Do not perform any duties of Contractor.
F. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following:
1. Access to the Work.
2. Incidental labor and facilities necessary to facilitate tests and inspections.
3. Adequate quantities of representative samples of materials that require testing and inspecting.
4. Facilities for storage and field-curing of test samples.
5. Preliminary design mix proposed to use for material mixes that require control by testing agency.
6. Security and protection for samples and for testing equipment at Project site.
G. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.
1. Schedule times for tests, inspections, obtaining samples, and similar activities.
QUALITY REQUIREMENTS Section 01 40 00-5
1.6 MEASUREMENT AND PAYMENT
3.1 REPAIR AND PROTECTION
A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes.
1. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of patching.
B. Protect construction exposed by or for quality-control service activities.
C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.
END OF SECTION 01 40 00
REGULATORY REQUIREMENTS Section 01 41 00-1
SECTION 01 41 00 - REGULATORY REQUIREMENTS
A. This section describes the codes and standards which apply to the work in this contract. Additional codes and standard may be cited in sections to which they apply.
1.2 CODES AND STANDARDS
A. The following codes and standards shall apply to the work in this contract:
1. San Diego County Local Agency Management Program (LAMP) for Onsite Wastewater Treatment Systems
2. International Building Code (IBC), latest edition with latest California Amendments
3. California Plumbing Code (CPC), latest edition
4. American Society for Testing and Materials (ASTM), latest edition
5. American Water Works Association (AWWA)
6. Underwriters Laboratory (UL)
7. Caltrans Construction Site Best Management Practices (BMPS) Reference Manual, latest edition
8. National Fire Protection Association (NFPA), latest edition
9. Uniform Fire Code (UFC), latest edition
10. International Association of Plumbing and Mechanical Officials (IAPMO)
11. National Sanitation Foundation (NSF)
12. California Code of Federal Regulations, Title 22, Division 4.5
13. California Occupational Safety and Health Act (Cal OSHA)
14. Uniform Plumbing Code (UPC) 2018
B. Contractor shall follow all Federal, State, County, and Local regulations. Whichever is more restrictive shall govern.
1.3 DEFINITIONS
A. Building Official as used in the California Plumbing Code, International Building Code, California Mechanical Code and National Electric Code will be the Contracting Officer.
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 41 00
STORM WATER POLLUTION CONTROL Section 01 57 24-1
SECTION 01 57 24 – STORM WATER POLLUTION CONTROL
1.1 WORK OF THIS SECTION
A. Water pollution control work shall conform to the provisions in the CalTrans Stormwater Quality Handbook and these special provisions.
This project shall conform to the requirements of the National Pollutant Discharge Elimination System (NPDES) Permit for General Construction Activities by the State Water Resources Control Board (SWRCB). This General Permit, hereafter referred to as the “Permit,” regulates storm water discharges associated with construction activities.
Water pollution control work shall conform to the requirements in the CalTrans “Storm Water Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP) Preparation Manual” and the CalTrans “Construction Site Best Management Practices (BMPs) Reference Manual,” and addenda thereto issued up to, and including, the date of advertisement of the project, hereafter referred to respectively as the “Preparation Manual” and the “Construction Site BMP Manual” and collectively as the “Manuals.” Copies of the Manuals and the Permits may be obtained from the Department of Transportation, Material Operations Branch, Publication Distribution Unit, 1900 Royal Oaks Drive, Sacramento, California 95815, Telephone: (916) 445-3520. Copies of the Manuals may also be obtained from the Department of Transportation’s Internet Web Site at: http://www.dot.ca.gov/hq/construc/stormwater.html.
B. The Contractor shall know and fully comply with the applicable provisions of the Manuals, Permit, and Federal, State, and local regulations that govern the Contractor’s operations and storm water discharges from both the project site and areas of disturbance outside the project limits during construction. The Contractor shall maintain a copy of the Permit at the project site and shall make the Permit available during construction.
The Contractor shall implement, inspect and maintain all necessary water pollution control practices to satisfy all applicable Federal, State, and Local laws and regulations that govern water quality for areas used outside of the Project limits or areas arranged for the specific use of the Contractor for this project.
Installing, inspecting, and maintaining water pollution control practices on areas outside the Project limits not specifically arranged for and provided for by the Owner for execution of this contract will not be paid for by the Government.
C. The Contractor shall be responsible for all fees associated with the project required by Federal, State, County or local governmental agencies.
http://www.dot.ca.gov/hq/construc/stormwater.html
STORM WATER POLLUTION CONTROL Section 01 57 24-2
D. The Contractor shall be responsible for the costs and for liabilities imposed by law as a result of the
Contractor’s failure to comply with the provisions set forth in this section “Water Pollution Control”, including but not limited to, compliance with the applicable provisions of the Manuals, Permit, and Federal, State and local regulations. Costs and liabilities include, but are not limited to, fines, penalties, and damages whether assessed against the Owner of the Contractor, including those levied under the Federal Clean Water Act and the State Porter Cologne Water Quality Act.
E. Conformance with the provisions of this section “Water Pollution Control” shall not relieve the Contractor from the Contractor’s responsibilities.
F. The Contractor shall notify the Forest Service immediately upon request from the regulatory agencies to enter, inspect, sample, monitor or otherwise access the project site or the Contractor’s records pertaining to water pollution control work.
G. Contractor shall have all heavy equipment to be used on site washed prior to entering the project area to remove soil, seeds, and plant material from noxious weeds to prevent the introduction and spread of weeds not already present on Cleveland National Forest. The Forest Service shall inspect equipment prior to moving on site. Inspections shall be coordinated and scheduled with the Contracting Officer’s Representative.
1.2 REFERENCES
As a minimum, the Contractor shall follow the USDA Forest Service National Best management Practices for Water Quality Management on National Forest System Lands, FS-990a, latest edition.
In addition, except as otherwise indicated in this Section, the Contractor shall comply with the most recent version of the following documents:
A. CalTrans Standard Specifications, Section 7-1.01G “Water Pollution”, latest edition.
B. CalTrans “Storm Water Pollution Prevention Plan Preparation Manual”, latest edition.
C. CalTrans “Water Pollution Control Program Preparation Manual”, latest edition.
D. CalTrans “Construction Site Best Management Practices (BMPs) Reference Manual”, latest edition.
E. General Permit – Regional Water Quality Control Board.
1.3 SUBMITTALS
Submittals shall include all pertinent data required to understand the quality of components, dimensional relationships, integration with other materials, assembly techniques, structural aspects, color, finish, texture, and other such characteristics as may be necessary to fully describe the item and its intended use.
STORM WATER POLLUTION CONTROL Section 01 57 24-3
Submittals for the following items shall be in accordance with Section 01 33 23, Shop Drawings, Product Data, and Submittals.
A. Submit Design Data, Product Data, Material Certificates, and Warranties signed by the manufacturer certifying that products meet or exceed requirements for review and approval by the Forest Service.
B. Water Pollution Control Program (WPCP).
A. No separate measurement or payment will be made for the work specified in this section.
PART 2 – PRODUCTS
2.1 PRODUCTS, GENERAL
A. General: Materials shall conform to these specifications and to details in the “Manuals.” As a minimum, the following products shall be included in the Storm Water Pollution Prevention Plan.
B. Fiber Roll and the like shall be in accordance with Section 31 20 00, Earth Moving and AS SHOWN ON
THE DRAWINGS.
3.1 WPCP PREPARATION, APPROVAL AND UPDATES
A. As part of the water pollution control work, a Water Pollution Control Program, hereafter referred to as the
“WPCP,” is required for this contract. The WPCP shall conform to the provisions “Water Pollution,” of the CalTrans Standard Specifications, the requirements in the Manuals, the requirements of the Permit, and these special provisions. If required, the WPCP shall be submitted to the RWQCB with a Notice of Intent.
Upon the RWQCB approval and the Forest Service approval of the WPCP, the WPCP shall be considered to fulfill the provisions in Section 7-1.01G, “Water Pollution,” of the CalTrans Standard Specifications for development and submittal of a Water Pollution Control Program.
B. No work having potential to cause water pollution, as determined by the Forest Service or RWQCB, shall be performed until the Forest Service and RWQCB has approved the WPCP.
C. The Contractor shall designate a Water Pollution Control Manager. The Water Pollution Control Manager shall be responsible for the preparation of the WPCP and any required modifications or amendments and shall be responsible for the implementation and adequate functioning of the various water pollution control practices employed. The Water Pollution Control Manager shall serve as the primary contact for all issues related to the WPCP or its implementation, monitoring and maintenance. The Contractor shall submit to the
STORM WATER POLLUTION CONTROL Section 01 57 24-4
Forest Service a statement of qualifications, describing the training, previous work history and expertise of the individual selected by the Contractor to serve as Water Pollution Control Manager. The Forest Service will reject the Contractor’s submission of a Water Pollution Control Manager if the submitted qualifications are deemed to be inadequate.
D. Within 14 days after the issuance of the Notice to Proceed on the contract, the Contractor shall submit 1 copies of the RWQCB approved WPCP to the Forest Service. The Forest Service will have 7 days to review the WPCP. If revisions are required, as determined by the Forest Service, the Contractor shall revise and resubmit the WPCP within 7 days of receipt of the Forest’s comments. The Forest Service will have 7 days to review the revisions. Upon the Forest Service’s approval of the WPCP, 1 approved copies of the WPCP, incorporating the required changes, shall be submitted to the Forest Service. In order to allow construction activities to proceed, the Forest Service may conditionally approve the WPCP while minor revisions are being completed.
E. The objectives of the WPCP shall be to:
Identify all pollutant sources including sources of sediment that may affect the quality of storm water discharges associated with construction activity (storm water discharges) from the construction site, and
Identify non-storm water discharges, and
Identify, construct and implement in accordance with a time schedule, and maintain BMPs to reduce or eliminate pollutants in storm water discharges from the site during the duration of the work.
Develop a maintenance schedule for BMPs installed before and during construction designed to reduce or eliminate pollutants after construction is completed (post-construction BMPs).
The WPCP shall apply to all areas that are directly related to construction activities and other site work including, but not limited to, staging areas, storage yards, and access roads within or outside of the Project limits.
F. As a minimum, the WPCP shall incorporate pollution control practices in the following categories:
1. Soil Stabilization;
2. Sediment control;
3. Tracking control;
4. Wind erosion control;
5. Non-storm water control; and
6. Waste management and material pollution control.
7. Sampling and analysis and will include those items listed in the specifications and AS SHOWN ON THE DRAWINGS.
STORM WATER POLLUTION CONTROL Section 01 57 24-5
G. One hundred percent (100%) of exposed disturbed areas including all flat areas and slopes must have erosion protection BMPs properly installed and maintained during the rainy season (October 1 through April 30). Unpaved roadways and traveled ways within contractor’s onsite yards are exempt from 100% erosion control protection requirement but shall have, where appropriate, BMPs installed such as gravel bag chevrons as conditions warrant.
H. The Contractor shall prepare an amendment to the WPCP when there is a change in construction activities or operations which may affect the discharge of pollutants to surface waters, ground waters, municipal storm drain systems, or when recommended by the Forest Service. Amendments shall show additional water pollution control practices or revised operations, including those areas or operations not shown in the initially approved WPCP. Amendments to the WPCP shall be prepared and submitted for review and approval in the same manner as specified for the WPCP approval. Subsequent amendments shall be submitted within a time approved by the Forest Service, but in no case longer than the time specified for the initial submittal and review of the WPCP. At a minimum, the WPCP shall be amended annually and submitted to the Forest Service 25 days prior to the defined rainy season.
I. The Contractor shall keep one copy of the approved WPCP and approved amendments at the project site.
The WPCP shall be made available upon request of a representative of the Regional Water Quality Control Board, State Water Resources Control Board, United States Environmental Protection Agency or the local storm water management agency. Requests by the public shall be directed to the Forest Service.
3.2 IMPLEMENTATION
A. The Contractor shall be responsible throughout the duration of the project installing, constructing, inspecting, maintaining, removing and disposing of the water pollution control practices.
B. If the Contractor or the Forest Service identifies a deficiency in any aspect of the implementation of the approved WPCP or amendments, the deficiency shall be corrected immediately. If the Contractor fails to correct the identified deficiency by the date agreed or prior to the onset of precipitation the project shall be in noncompliance.
3.3 MAINTENANCE
A. To ensure the proper implementation and functioning of water pollution control practices, the Contractor shall regularly inspect and maintain the construction site for the water pollution control practices identified in the WPCP. The Contractor shall inspect the construction site as follows:
1. Prior to a forecast storm;
2. At 24-hour intervals during extended precipitation events;
3. After a precipitation event, which causes site runoff;
4. Routinely, a minimum of once every week during the rainy season (October 1st – April 30th) and once every month during non-rainy season (May 1st – September 30th).
STORM WATER POLLUTION CONTROL Section 01 57 24-6
B. The Contractor shall use the Storm Water Quality Construction Site Inspection Checklist provided in the Preparation Manual or an alternative inspection checklist provided by the Forest Service. One copy of each site inspection record shall be submitted to the Forest Service within 24 hours of completing the inspection.
3.4 REPORT REQUIREMENTS
A. Report of Discharges, Notices or Orders:
If the Contractor identifies any discharge into receiving waters in a manner causing, or potentially causing, a condition of pollution, or if the project receives a written notice or order from any regulatory agency, the Contractor shall immediately inform the Forest Service within 2 days of the discharge event, notice, or order. The report shall include the following information:
1. The date, time, location, nature of the operation, and type of discharge, including the cause or nature of the notice or order.
2. The water pollution control practices deployed before the discharge event, or prior to receiving the notice or order.
3. The date of deployment and type of water pollution control practices deployed after the discharge event, or after receiving the notice, or order, including additional measures installed or planned to reduce or prevent reoccurrence.
4. An implementation and maintenance schedule for any affected water pollution control practices.
B. Report of First-Time Non-Storm Water Discharge:
The Contractor shall notify the Forest Service at least 3 days in advance of each first-time non-storm water discharge event, excluding exempted discharges. The Contractor shall notify the Forest Service of each different operation causing a non-storm water discharge. Non-storm water discharges shall be monitored at each first-time occurrence and routinely thereafter.
C. Annual Certifications:
By June 15 of each year, the Contractor shall complete and submit an Annual Construction Activity Certification as contained in the Preparation Manual to the Forest Service. If the contract is for less than one year, the Contractor shall complete and submit an Annual Construction Activity Certification at the end of the project.
3.5 WPCP COMPLIANCE
A. The County of San Diego Department of General Services inspection department will conduct regular inspections of the site at the prescribed intervals coinciding with paragraph 3.3.A of this section, to ensure compliance with the Storm Water BMP’S. During the inspection any items of non-compliance will be noted on a “CORRECTION NOTICE” by the county inspector and given to the contractor and the Forest Service.
STORM WATER POLLUTION CONTROL Section 01 57 24-7
B. Upon receiving a “correction notice” the contractor has 10-days to make the noted corrections. At the end of the 5-day period a follow-up inspection will be conducted by the County Inspector to verify corrections and if all of the corrections have not been made, a “NOTICE OF VIOLATION” will be issued to the contractor, upon reception of notice of violation the Contractor has 24-hours to bring the project in to full compliance.
C. After the 24-hour period a Contractor Inspector will conduct a follow-up inspection (at the cost of the
Contractor) to verify compliance, if the site is still found to be non-compliant the following actions can and will be taken:
1. The Forest Service will have all of the violation items corrected at the Contractor’s expense, as indicated in the General Conditions Article 12 “Uncovering and Correction of work”
2. The Forest Service will levy liquidated damages in the amount of $500.00 per day against the contractor.
3. The Forest Service will have all of the violations corrected at the Contractor’s expense and the County of San Diego will levy liquidated damages in the amount of $500.00 per day against the contractor.
D. Liquidated damages levied by the Forest Service will accrue daily until all of the items identified by the “NOTICE OF VIOLATION” have been deemed Compliant by a Forest Service Contracting Officer.
END OF SECTION 01 57 24
MOBILIZATION Section 01 71 13-1
SECTION 01 71 13 - MOBILIZATION
1.1 SCOPE:
A. This work consists of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site.
A. The accepted quantities will be paid for at the contract unit price for item 01 71 13, Mobilization.
B. Progress payments will be made as follows:
1. The Government will pay to the Contractor in the first progress payment the total premium paid by the Contractor to obtain bonds. This payment shall not be in addition to the contract price and will be included in Item 01 71 13, Mobilization.
2. When 5 percent or more of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization, or 5 percent of the original contract amount, whichever is less, will be paid.
3. When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization, or 10 percent of the original contract amount, whichever is less, will be paid.
4. Upon completion of all work on the project, any unpaid amount for item 01 71 13, Mobilization, will be paid.
C. The total of all payments will not exceed the original contract amount for item 01 71 13, Mobilization.
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 71 13
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Section 01 74 19- 1
SECTION 01 74 19 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
A. This section includes required salvage and recycling of the following waste materials and applies to all such listed waste materials produced during the course of this contract.
1. Asphalt pavement, soil, concrete, rock, or other contaminants, and other inert material.
2. Solid waste resulting solely from construction, remodeling, repair, or demolition operations on pavement, buildings, or other structures exclusive of waste materials listed herewith.
B. Non-Recyclable Waste: Collect and segregate non-recyclable waste for delivery to a permitted landfill site.
1. Mixed Solid Waste: Solid waste usually collected as a municipal service, exclusive of waste materials listed above.
1.2 DEFINITION
A. Waste Materials are defined as large and small pieces of the materials indicated which are excess to the contract requirements and generally include materials which are to be salvaged from existing construction and items of trimmings, cuttings and damaged goods resulting from new installations, which cannot be effectively used in the work.
1.3 QUALITY ASSURANCE
A. Regulatory Requirements: Comply with the requirements of the State of California’s “Integrated Solid
Waste Management Regulations” and applicable local ordinances and regulations. Contact Information:
California Integrated Waste Management Board, 8800 Cal Center Drive, Sacramento, CA 95826, phone:
(916) 255-2296.
B. Disposal Sites, Recyclers, and Waste Materials Processors: Use only facilities properly permitted by the
State of California and by local authorities where applicable.
C. California Recycling Information: http://www.ciwmb.ca.gov/Recycle/#WhereRecycle
1.4 STORAGE AND HANDLING
A. Position covered containers for recyclable waste materials at a designated location on the Project Site.
Select a location for the recyclable materials containers separated from that of general waste and rubbish containers.
B. Handling: Deposit all indicated recyclable materials in the containers in a clean (no mud, adhesives, solvents, petroleum contamination), debris-free condition.
1.5 MEASUREMENT AND PAYMENT
http://www.ciwmb.ca.gov/Recycle/#WhereRecycle
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Section 01 74 19- 2
PART 2 – PRODUCTS (NOT USED)
3.1 WASTE MANAGEMENT
A. Source Separation: Separate, store, protect, and handle at the project site all identified recyclable and salvageable waste products to prevent contamination of materials and maximize recyclability and salvage ability of materials.
B. Arrange for the regular collection, transport from the site, and delivery to respective approved recycling centers of indicated recyclable waste materials. Maintain records accessible to the Contracting Officer for verification of construction waste materials recycling.
C. Delivery Receipts: Arrange for timely pickups from the site or deliveries to approved recycling facilities of designated waste materials to keep construction site clear and prevent contamination of recyclable materials. Keep and maintain records of all deliveries to recycling facilities and all pickups of waste materials at the site by others as specified above.
D. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the work. Relocate and modify facilities as required.
3.2 RECYCLABLE WASTE MATERIALS HANDLING
A. General: The following paragraphs supplement handling requirements for various materials identified for classification and recycling listed in Part 1 “Summary” article above.
1. Asphalt: Provide asphalt removed from the site to an area asphalt supplier, or recycling facility, for use as stabilization material.
2. Soil: Dispose of excess soil appropriately off of Forest Service land
3. Concrete: Provide concrete to area concrete supplier, or recycling facility, for use as stabilization material.
4. Other items: Where recycling classification of any given waste material is unclear, verify proper disposal with the Construction Quality Manager.
END OF SECTION 01 74 19
DEMOLITION Section 02 41 00-1
SECTION 02 41 00 - DEMOLITION
A. The work within this section includes, but is not limited to the following items: demolition, abandon utilities in place, and soil transportation/disposal. The work within this Section includes, but is not limited to, the following items:
1. Demolition of existing concrete septic tank
2. Removal and disposal of existing sewer lines encountered during excavation
3. Cut and cap existing sewer lines encountered during excavation
B. Disposal shall be in accordance with Section 01 74 00, Cleaning and Waste Management, and Section 01 74 19 Construction Waste Management for disposal requirements.
A. Measurement for work performed under this section will be made under those pay items as listed in the Schedule of Items.
1. The demolished septic tank as measured on a lump sum basis.
B. Payment will be made at the contract unit price designated in the Schedule of Items, and will constitute full compensation for all materials, labor, equipment, testing, and incidentals necessary to complete the installation as specified herein and AS SHOWN ON THE DRAWINGS.
1.3 QUALITY ASSURANCE
A. Regulatory Assurance: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling, abatement, and disposal regulations or authoriities having jurisdiction.
B. Disposal Records: Provide routine review of all receipts and documentation for all disposal, recycling and landfill disposal. Upon project completion, provide all manifests and tickets documenting final disposal of recycled and disposed wastes in accordance with Section 01 33 23 Shop Drawings, Product Data and Submittals.
1.4 PROJECT CONDITIONS
A. Contractor shall perform their own inspection of the site conditions during the pre-work site visit.
1.5 DEFINITIONS
A. Demolish: Completely remove and legally dispose of off-site.
B. Salvage: Carefully detach from existing construction, in a manner to prevent damage, reduce size or configuration as necessary and deliver to the designated location.
DEMOLITION Section 02 41 00-2
C. Inert Material: A material passively resistant to change. For this project, these include block, masonry, pavement and concrete.
1.6 MATERIAL OWNERSHIP
A. Unless otherwise indicated, demolition debris becomes the property of the Contractor.
3.1 Prior to starting demolition work, the Contractor shall make an inspection with the Contracting
Officer’s Representative to determine the physical condition of adjacent improvements scheduled to remain. The Contractor shall exercise caution to minimize disturbance to existing improvements.
3.2 Septic tank will be pumped by the Forest Service prior to beginning work to ensure dry working conditions for demolition.
3.3 Contractor shall demolish the existing septic tank in place…
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