2025.02.20_PSTC Burn Building Sitework Specifications.pdf
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- Attached to
- ACC PSTC Burn Building - Site Work Package
- Solicitation number
- 75-04012025
- Issued by
- Alamance County, North Carolina
About this file
This document is a comprehensive project manual for the Public Safety Training Center sitework project at Alamance Community College in Burlington, North Carolina, prepared by Frank Land Design as the civil consultant. The project manual includes technical specifications for site preparation, earthwork, utility installation, concrete and asphalt paving, drainage systems, and landscape establishment for a new burn building site. The specifications cover detailed requirements for site demolition, erosion control, soil management, base course preparation, concrete and asphalt paving, drainage infrastructure, and final site restoration, with a focus on compliance with North Carolina Department of Transportation (NCDOT) standards and local environmental regulations.
The project specifications outline specific technical requirements for materials, installation methods, and quality control, with an emphasis on precise construction techniques, environmental protection, and site stabilization. Key technical elements include provisions for topsoil placement, seeding, erosion control measures, storm drainage utilities, and specific performance standards for concrete and asphalt surfaces. The manual includes detailed requirements for soil testing, amendments, compaction, and restoration, suggesting a comprehensive approach to site development that prioritizes long-term performance and environmental sustainability. While no specific budget is mentioned in the project manual, the extensive technical specifications indicate a professional-grade infrastructure project with rigorous engineering and construction standards.
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PROJECT MANUAL
PUBLIC SAFETY TRAINING CENTER –
SITEWORK
ALAMANCE COMMUNITY COLLEGE
BURLINGTON, NORTH CAROLINA
ARCHITECT’S PROJECT NO.: 600646
ARCHITECT/ENGINEER RALEIGH, NORTH CAROLINA
FRANK LAND DESIGN
CIVIL CONSULTANT/LANDSCAPE ARCHITECT RALEIGH, NORTH CAROLINA
VOLUME 1 OF 1
February 25, 2025
PUBLIC SAFETY TRAINING CENTER
ALAMANCE COMMUNITY COLLEGE - BURLINGTON, NORTH CAROLINA
SCO Project No.: 19-21198-01C / Architect Project No.: 600646
TABLE OF CONTENTS TOC - 2
TABLE OF CONTENTS
Table of Contents Professional Seals
TECHNICAL SPECIFICATIONS
DIVISION 1 – GENERAL REQUIREMENTS
010200 General Sitework Requirements 012100 Allowances 012200 Unit Prices 013300 Submittals 015000 Temporary Facilities and Controls 017700 Closeout Procedures
DIVISION 2 – EXISTING CONDITIONS
024119 Selective Site Demolition
DIVISION 31 – EARTHWORK
312000 Earth Moving 312500 Erosion Controls
DIVISION 32 – EXTERIOR IMPROVEMENTS
321216 Asphalt Paving 321313 Concrete Paving 329200 Lawns and Grasses
DIVISION 33 – UTILITIES
334000 Storm Drainage Utilities
END OF SPECIFICATIONS
APPENDICES
Appendix A Report of Subsurface Exploration Report Prepared by ESP Associates Inc. – Augus 1, 2024
END OF TABLE OF CONTENTS
ALAMANCE COMMUNITY COLLEGE – BURLINGTON, NORTH CAROLINA
SCO ID No.: 19-21198-01C / Architect’s Project No.: 600646
PROFESSIONAL SEALS
CIVIL/
LANDSCAPE
Garrett W. Frank
License # 055780
FRANK LAND DESIGN
120 Mosaic BLVD
Suite 200 47
PITTSBORO, NC 27312
Phone: (919) 698-6883
SCO PROJECT NO.: 19-21198-01C / ARCHITECT PROJECT NO.: 600646.1
GENERAL SITEWORK REQUIREMENTS 012000 - 1
SECTION 010200 – GENERAL SITEWORK REQUIREMENTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. The provisions of the Contract Documents apply to the work of this Section.
1.2 SITEWORK LAYOUT
A. Monuments and Benchmarks
1. Maintain all monuments, property corners, bench marks and other reference points.
2. If these are disturbed or destroyed during construction operations, have them replaced by a surveyor licensed in the State of North Carolina. This replacement shall be at no additional expense to the Contract.
B. Laying out the Work.
1. Locate all existing bench marks and other reference points.
2. Protect these points throughout construction.
3. Layout work utilizing these reference points.
C. Record Drawings
1. Maintain a record of the locations of all underground utilities and piping.
2. Maintain a record of any variations of the work.
3. Record Drawings shall be certified by a Land Surveyor registered in the State of North
Carolina.
4. Submit these record drawings at Project Closeout.
1.3 EASEMENTS
A. N/A
1.4 MAINTENANCE OF TRAFFIC
A. Maintain vehicular and pedestrian traffic across the frontage of this project. Comply with all applicable safety requirements.
1.5 SUBMITTALS
A. For those submittals, close-out documents and O&M manuals requiring review by the architect's consultants, contractor shall ship such documents directly to the consultant, while sending a copy of the transmittal to the architect.
SCO PROJECT NO.: 19-21198-01C / ARCHITECT PROJECT NO.: 600646.1
GENERAL SITEWORK REQUIREMENTS 012000 - 2
1.6 CORRELATION OF CONSTRUCTION DOCUMENTS
A. Review construction documents thoroughly prior to the start of construction.
B. Report any conflict or discrepancy discovered in the Construction Documents to the Architect prior to the start of construction.
C. Report any conflict or discrepancy discovered between the Construction Documents and state and local governmental regulations to the Architect prior to the start of construction.
1.7 PROJECT CONDITIONS
A. The conditions existing at the time of inspection for bidding purposes will be maintained by the
Owner to the extent practical. However, minor variations may occur due to natural occurrences prior to the start of work.
B. The location of existing underground utilities indicated are approximate only. Field locate all existing underground utilities in the area of work, regardless of whether or not they are indicated on the drawings.
1. Hire a private utility locating company and /or utilize “NC one call” by calling 1-800-
632-4949 prior to the start of work for assistance in the location of existing underground utilities.
C. Should charted, uncharted or incorrectly charted utilities be encountered during demolition, contact the Architect immediately for instructions. Cooperate with Owner and utility companies to keep services and facilities in operation.
D. Existing Utilities: Do not interrupt existing utilities serving facilities occupied by the Owner or others except when permitted in writing by the Civil Architect and then only after acceptable temporary utility services have been provided.
1. Provide a minimum 48-hours' notice to the Civil Architect and receive written notice to proceed before interrupting any utility.
1.8 SCHEDULING
A. Provide schedule in accordance with the contract.
PART 2 - PRODUCTS
Not Applicable
PART 3 – EXECUTION
3.1 PROJECT CLEAN UP
SCO PROJECT NO.: 19-21198-01C / ARCHITECT PROJECT NO.: 600646.1
GENERAL SITEWORK REQUIREMENTS 012000 - 3
A. Clean site as construction progresses. Do not allow trash or other waste materials to accumulate.
B. Prior to requesting the punch-list inspection, clean the site to the following requirements:
1. Power wash all walks and pavements.
2. The remainder of the site shall be broom clean.
3. Remove all trash and debris.
3.2 EXISTING FACILITIES
A. Preserve existing signs, markers, guardrails and fences in their original condition unless written permission is obtained for their removal and replacement.
B. Replace damaged items at no additional cost to the Contract.
END OF SECTION 010200
ALLOWANCES 012100 - 1
SECTION 01 21 00 - ALLOWANCES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements governing allowances.
1. Certain items are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when direction will be provided to the Contractor. If necessary, additional requirements will be issued by Change Order.
B. Types of allowances include the following:
1. Unit-cost allowances.
C. Related Sections:
1. Division 01 Section "Unit Prices" for procedures for using unit prices.
2. Divisions 31 Sections for items of Work covered by allowances.
1.3 SUBMITTALS
A. Submit reports from the Owner’s Independent Testing Agency to document actual quantities of materials delivered to or removed from the site for use in fulfillment of each allowance.
1.4 COORDINATION
A. Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinate installation.
1.5 UNIT-COST ALLOWANCES
A. Allowance shall include all costs to Contractor of specific products, materials and work under allowance and shall include taxes, freight, and delivery to Project site.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.
3.2 PREPARATION
A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.
ALLOWANCES 012100 - 2
3.3 SCHEDULE OF ALLOWANCES
A. Allowance No. 1: Unsuitable soils removal, disposal off-site and replacement with off-site Aggregate
Base Course NCDOT CABC stone.
1. Allowance: 40-cy.
2. Coordinate quantity allowance adjustment with unit price requirements of Division 01 Section
"Unit Prices."
3. The above allowance shall be included in the Base Bid.
END OF SECTION 01 21 00
UNIT PRICES 012200 - 1
SECTION 01 22 00 - UNIT PRICES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for unit prices.
B. Related Sections:
1. Division 01 Section "Allowances" for allowance quantities associated with of Unit Prices to be included in the Base Bid.
1.3 DEFINITIONS
A. Unit price is an amount incorporated in the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or allowance quantities of Work required by the Contract Documents are increased or decreased.
1.4 PROCEDURES
A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.
B. Measurement and Payment: Refer to individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those
Sections.
C. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 SCHEDULE OF UNIT PRICES
A. Unit Price No. 1: Unsuitable soils removal, disposal off-site and replacement with off-site Aggregate
Base Course NCDOT CABC stone.
1. Purpose: To adjust the contract sum in case a quantity different from that indicated in the allowance is required.
2. Refer to Division 31 Section “Earth Moving” and the plans.
3. Unit of measurement: cubic yard.
4. Include the following in the unit price:
a. Excavation, loading, transport, and disposal of unsuitable soil materials.
b. CABC material from off-site source.
c. Excavation, loading, transport, placement and compaction of ABC materials. Refer to plan notes.
d. Overhead and profit.
UNIT PRICES 012200 - 2
5. Include all other related costs in the contract sum.
6. Method of measurement: Quantities will be verified by a soils and materials engineer employed by the Owner.
END OF SECTION 01 22 00
SUBMITTALS 013300 - 1
SECTION 01 33 00 - SUBMITTALS
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product
Data, Samples, and other miscellaneous submittals.
B. Related Sections include the following:
1. Division 1 Section "Closeout Procedures" for submitting warranties.
1.3 DEFINITIONS
A. Action Submittals: Written and graphic information that requires Architect’s responsive action.
B. Informational Submittals: Written information that does not require Architect’s approval. Submittals may be rejected for not complying with requirements.
1.4 SUBMITTAL PROCEDURES
A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.
a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
B. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows.
Time for review shall commence on Architect’s receipt of submittal.
1. Initial Review: Allow 10 days for initial review of each submittal. Allow additional time if processing must be delayed permitting coordination with subsequent submittals. Architect will advise Contractor when a submittal being processed must be delayed for coordination.
2. If intermediate submittal is necessary, process it in same manner as initial submittal.
3. Allow 10 days for processing each resubmittal.
6. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.
C. Identification: Place a permanent label or title block on each submittal for identification.
1. Indicate name of firm or entity that prepared each submittal on label or title block.
2. Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect.
3. Include the following information on label for processing and recording action taken:
SUBMITTALS 013300 - 2
a. Project name.
b. Date.
c. Name and address of Architect.
d. Name and address of Contractor.
e. Name and address of subcontractor.
f. Name and address of supplier.
g. Name of manufacturer.
h. Number and title of appropriate Specification Section.
i. Drawing number and detail references, as appropriate.
j. Other necessary identification.
D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.
E. Additional Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.
1. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to
Architect.
F. Transmittal: Package each submittal individually and appropriately for transmittal and handling.
Transmit each submittal using a transmittal form. Architect will return submittals, without review received from sources other than Contractor.
1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal.
2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents.
G. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.
H. Use for Construction: Use only final submittals with mark indicating action taken by Architect in connection with construction.
2.1 ACTION SUBMITTALS
A. General: Prepare and submit Action Submittals required by individual Specification Sections.
1. Number of Copies: Submit six (6) copies of each submittal, unless otherwise indicated.
Architect will return four (4) copies. Mark up and retain one returned copy as a Project Record
Document.
B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
SUBMITTALS 013300 - 3
3. Include the following information, as applicable:
a. Manufacturer's written recommendations.
b. Manufacturer's product specifications.
c. Manufacturer's installation instructions.
d. Standard color charts.
e. Manufacturer's catalog cuts.
f. Compliance with recognized trade association standards.
g. Compliance with recognized testing agency standards.
h. Application of testing agency labels and seals.
i. Notation of coordination requirements.
C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop
Drawings on reproductions of the Contract Documents or standard printed data.
1. Preparation: Include the following information, as applicable:
a. Dimensions.
b. Identification of products.
c. Fabrication and installation drawings.
d. Roughing-in and setting diagrams.
e. Design calculations.
f. Compliance with specified standards.
g. Notation of coordination requirements.
h. Notation of dimensions established by field measurement.
2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches.
4. Number of Copies: Submit six (6) blue-or black-line prints of each submittal. Architect will retain two (2) prints; remainder will be returned. Retain one returned print as a Project Record
Drawing.
D. Samples: Prepare physical units of materials or products, including the following:
1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.
3. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from the same material to be used for the Work, cured and finished in manner specified, and physically identical with the product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.
4. Preparation: Mount, display, or package Samples in manner specified to facilitate review of qualities indicated. Prepare Samples to match Architect’s sample where so indicated. Attach label on unexposed side that includes the following:
a. Generic description of Sample.
b. Product name or name of manufacturer.
c. Sample source.
5. Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, provide the following:
a. Size limitations.
b. Compliance with recognized standards.
SUBMITTALS 013300 - 4
c. Availability.
d. Delivery time.
6. Submit Samples for review of kind, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed.
E. Contractor's Construction Schedule: As specified in Owner-Contractor Agreement.
F. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress
Documentation."
G. Application for Payment: Comply with requirements in the General Conditions.
H. Schedule of Values: Comply with requirements in the General Conditions.
I. Subcontract List: Comply with requirements in the General Conditions.
2.2 INFORMATIONAL SUBMITTALS
A. General: Prepare and submit Informational Submittals required by other Specification Sections.
1. Number of Copies: Submit two (2) copies of each submittal, unless otherwise indicated.
Architect will not return copies.
2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.
3. Test and Inspection Reports: Comply with requirements in Division 2 Sections.
B. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of
Architects and owners, and other information specified.
C. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements.
D. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project.
E. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where required.
F. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements.
G. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.
H. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.
I. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.
SUBMITTALS 013300 - 5
J. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.
K. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 1 Section Closeout
Procedures."
L. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable.
Provide name and version of software, if any, used for calculations. Include page numbers.
M. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable:
1. Preparation of substrates.
2. Required substrate tolerances.
3. Sequence of installation or erection.
4. Required installation tolerances.
5. Required adjustments.
6. Recommendations for cleaning and protection.
PART 3 - EXECUTION
3.1 CONTRACTOR'S REVIEW
A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.
B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.
3.2 ARCHITECT'S ACTION
A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action.
B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will attach to each submittal a submittal review sheet and will mark sheet appropriately to indicate action taken.
C. Informational Submittals: Architect will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Architect will forward each submittal to appropriate party.
D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.
END OF SECTION 01 33 00
TEMPORARY FACILITIES AND CONTROLS 015000 - 1
SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities.
B. Temporary utilities include, but are not limited to, the following:
1. Water service and distribution.
2. Sanitary facilities, including toilets, wash facilities, and drinking-water facilities.
3. Electric power service.
4. Lighting.
5. Telephone service.
C. Support facilities include, but are not limited to, the following:
1. Temporary roads and paving.
2. Dewatering facilities and drains.
3. Waste disposal facilities.
5. Field offices.
D. Security and protection facilities include, but are not limited to, the following:
1. Environmental protection.
2. Stormwater control.
3. Tree and plant protection.
4. Site enclosure fence.
5. Security enclosure and lockup.
6. Barricades, warning signs, and lights.
1.4 USE CHARGES
A. General: Cost or use charges for temporary facilities are not chargeable to Owner or Architect and shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, the following:
1. Engineer.
2. Testing agencies.
3. Personnel of authorities having jurisdiction.
B. Water Service: Pay water service use charges, whether metered or otherwise, for water used by all entities engaged in construction activities at Project site.
C. Electric Power Service: Pay electric power service use charges, whether metered or otherwise, for electricity used by all entities engaged in construction activities at Project site.
1.5 QUALITY ASSURANCE
TEMPORARY FACILITIES AND CONTROLS 015000 - 2
A. Standards: Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and NFPA 241.
1. Trade Jurisdictions: Assigned responsibilities for installation and operation of temporary utilities are not intended to interfere with trade regulations and union jurisdictions.
2. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits.
1.6 PROJECT CONDITIONS
A. Conditions of Use: The following conditions apply to use of temporary services and facilities by all parties engaged in the Work:
1. Keep temporary services and facilities clean and neat.
2. Relocate temporary services and facilities as required by progress of the Work.
2.1 MATERIALS
A. General: Provide new materials. Undamaged, previously used materials in serviceable condition may be used if approved by Architect. Provide materials suitable for use intended.
2.2 EQUIPMENT
A. General: Provide equipment suitable for use intended.
B. Self-Contained Toilet Units: Single-occupant units of chemical, aerated recirculation, or combustion type; vented; fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material.
C. Electrical Outlets: Properly configured, NEMA-polarized outlets to prevent insertion of 110- to 120-V plugs into higher-voltage outlets; equipped with ground-fault circuit interrupters, reset button, and pilot light.
3.1 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required.
B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.
3.2 TEMPORARY UTILITY INSTALLATION
A. General: Engage appropriate local utility company to install temporary service or connect to existing service. Where utility company provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with utility company recommendations.
1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.
2. Provide adequate capacity at each stage of construction. Before temporary utility is available, provide trucked-in services.
TEMPORARY FACILITIES AND CONTROLS 015000 - 3
3. Obtain easements to bring temporary utilities to Project site where Owner's easements cannot be used for that purpose.
B. Water Service: Use of Owner's existing water service facilities will be permitted, as long as facilities are individually metered, cleaned and maintained in a condition acceptable to Owner. At Substantial
Completion, restore these facilities to condition existing before initial use.
1. Provide rubber hoses as necessary to serve Project site.
2. Provide temporary hydrant meter and backflow preventer as required by jurishdictional authority.
C. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures. Comply with regulations and health codes for type, number, location, operation, and maintenance of fixtures and facilities.
1. Disposable Supplies: Provide toilet tissue, paper towels, paper cups, and similar disposable materials for each facility. Maintain adequate supply. Provide covered waste containers for disposal of used material.
2. Toilets: Install self-contained toilet units. Shield toilets to ensure privacy.
D. Electric Power Service: Provide weatherproof, grounded electric power service and distribution system of sufficient size, capacity, and power characteristics during construction period. Include overload-protected disconnecting means, and automatic ground-fault interrupters.
1. Connect temporary service to Owner's existing power source.
E. Electric Distribution: Provide receptacle outlets adequate for connection of power tools and equipment.
1. Provide waterproof connectors to connect separate lengths of electrical power cords if single lengths will not reach areas where construction activities are in progress. Do not exceed safe length-voltage ratio.
3.3 SUPPORT FACILITIES INSTALLATION
A. General: Comply with the following:
1. Locate storage sheds, sanitary facilities, and other temporary construction and support facilities for easy access.
2. Maintain support facilities until near Substantial Completion. Remove before Substantial
Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner.
B. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste.
3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Avoid using tools and equipment that produce harmful noise. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near Project site.
B. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and public of possible hazard. Where appropriate and needed, provide lighting, including flashing red or amber lights.
TEMPORARY FACILITIES AND CONTROLS 015000 - 4
3.5 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.
B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage caused by freezing temperatures and similar elements.
C. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion.
Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.
1. Materials and facilities that constitute temporary facilities are the property of Contractor.
2. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements in Division 1 Section "Closeout Procedures."
END OF SECTION 01 50 00
CLOSEOUT PROCEDURES 01 77 00 - 1
SECTION 01 77 00 – CLOSEOUT PROCEDURES
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:
1. Inspection procedures.
2. Project Record Documents.
3. Operation and maintenance manuals.
4. Warranties.
5. Instruction of Owner's personnel.
6. Final cleaning.
B. Related Sections include the following:
1. Divisions 2 Sections for specific closeout and special cleaning requirements for products of those
Sections.
1.3 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request.
1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.
2. Advise Owner of pending insurance changeover requirements.
3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.
4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.
5. Prepare and submit Project Record Documents, operation and maintenance manuals, and similar final record information.
6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner.
Label with manufacturer's name and model number where applicable.
7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions.
8. Terminate and remove temporary facilities from Project site, along with construction tools, and similar elements.
9. Complete final cleaning requirements, including touchup painting.
10. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.
B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued.
CLOSEOUT PROCEDURES 01 77 00 - 2
1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.
2. Results of completed inspection will form the basis of requirements for Final Completion.
1.4 FINAL COMPLETION
A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:
1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures."
2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.
3. Submit evidence of final, continuing insurance coverage complying with insurance requirements.
4. Submit pest-control final inspection report and warranty.
5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.
B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.
1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.
1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Preparation: Submit 2 copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.
1. Include the following information at the top of each page:
a. Project name.
b. Date.
c. Name of Architect.
d. Name of Contractor.
e. Page number.
1.6 PROJECT RECORD DOCUMENTS
A. General: Do not use Project Record Documents for construction purposes. Protect Project Record
Documents from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours.
B. Record Drawings: Maintain and submit one set of blue- or black-line white prints of Contract Drawings and Shop Drawings.
1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is
Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.
a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later.
b. Accurately record information in an understandable drawing technique.
CLOSEOUT PROCEDURES 01 77 00 - 3
c. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations.
d. Mark Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. Where Shop Drawings are marked, show cross-reference on Contract Drawings.
2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location.
3. Mark important additional information that was either shown schematically or omitted from original Drawings.
4. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable.
5. Identify and date each Record Drawing; include the designation "PROJECT RECORD
DRAWING" in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets.
C. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.
1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.
2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.
3. Note related Change Orders, Record Drawings where applicable.
D. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to indicate the actual product installation where installation varies substantially from that indicated in Product Data.
1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.
2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.
3. Note related Change Orders, Record Drawings where applicable.
E. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification
Sections for miscellaneous record keeping and submittal in connection with actual performance of the
Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.
1.7 WARRANTIES
A. Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated.
PART 2 – PRODUCTS (NOT USED)
3.1 FINAL CLEANING
A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning.
CLOSEOUT PROCEDURES 01 77 00 - 4
1. Complete the following cleaning operations before requesting inspection for certification of Final
Completion for entire Project or for a portion of Project:
a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
c. Rake grounds that are neither planted nor paved to a smooth, even-textured surface.
d. Remove tools, construction equipment, machinery, and surplus material from Project site.
e. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.
f. Remove debris from limited access spaces, including trenches, equipment vaults, manholes, and similar spaces.
g. Remove labels that are not permanent.
h. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.
C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.
END OF SECTION 01 77 00
SELECTIVE SITE DEMOLITION 024119 - 1
SECTION 02 41 19 - SELECTIVE SITE DEMOLITION
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
A. This Section includes the following:
1. Demolition and removal of selected site elements.
2. Patching and repairs.
B. Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 01 Section “Construction Waste Management”.
2. Division 31 Section "Site Clearing" for site clearing and removing above- and below-grade improvements.
3. Division 31 Section "Earth Moving" for soil materials, excavating, backfilling, and site grading.
1.3 DEFINITIONS
A. Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain the Owner's property.
B. Existing to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by the Architect, items may be removed to a suitable, protected storage location during selective demolition and then cleaned and reinstalled in their original locations.
1.4 MATERIALS OWNERSHIP
A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain the Owner's property, demolished materials shall become the Contractor's property and shall be removed from the site with further disposition at the Contractor's option.
1.5 SUBMITTALS
A. General: Submit each item in this Article according to the Conditions of the Contract and
Division 1 Specification Sections, for information only, unless otherwise indicated.
B. Proposed dust-control measures.
C. Proposed noise-control measures.
D. Schedule of selective site demolition activities indicating the following:
1. Detailed sequence of selective site demolition and removal work, with starting and ending dates for each activity.
2. Interruption of utility services.
SELECTIVE SITE DEMOLITION 024119 - 2
3. Coordination for shutoff, capping, and continuation of utility services.
4. Use of stairs.
5. Detailed sequence of selective site demolition and removal work to ensure uninterrupted progress of Owner's on-site operations.
6. Coordination of Owner's continuing occupancy of existing buildings and of Owner's partial occupancy of completed Work.
E. Inventory of items to be removed and salvaged.
F. Record drawings at Project closeout according to Division 1 Section "Contract Closeout."
1. Identify and accurately locate capped utilities and other subsurface structural, electrical, or mechanical conditions.
2. Indicate unanticipated structural, electrical, or mechanical conditions.
G. Landfill records indicating receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.
H. Photographs of existing conditions of areas of site which will be impacted by work prior to demolition and construction operations.
1.6 QUALITY ASSURANCE
A. Demolition Firm Qualifications: Engage an experienced firm that has successfully completed selective demolition Work similar to that indicated for this Project.
B. Regulatory Requirements: Comply with governing EPA notification regulations before starting selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
C. Predemolition Conference: Conduct conference at Project site to comply with preinstallation conference requirements of Division 1.
1.7 PROJECT CONDITIONS
A. Owner assumes no responsibility for actual condition of site features to be selectively demolished.
1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.
B. Storage or sale of removed items or materials on-site will not be permitted.
C. Unforeseen Conditions: Should unforeseen conditions be encountered that affect design or function of the project, investigate fully and submit an accurate, detailed, written report to the Architect. While awaiting the Architect's response, reschedule operations if necessary to avoid delay of overall project.
1.8 SCHEDULING
A. Arrange selective site demolition schedule so as not to interfere with Owner's on-site operations.
1.9 WARRANTY
SELECTIVE SITE DEMOLITION 024119 - 3
A. Existing Special Warranty: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective site demolition, by methods and with materials so as not to void existing warranties.
2.1 REPAIR MATERIALS
A. Use repair materials identical to existing materials.
1. Where identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible.
Architect shall review and approve all substitutions prior to installation.
2. Use materials whose installed performance equals or surpasses that of existing materials.
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped.
B. Survey existing conditions and correlate with requirements indicated to determine extent of selective site demolition required.
C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged.
D. When unanticipated mechanical, electrical, or structural elements that conflict with the intended function or design are encountered, investigate and measure the nature and extent of the conflict. Promptly submit a written report to the Architect.
E. Survey the condition of the building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of the structure or adjacent structures during selective site demolition.
F. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities.
3.2 UTILITY SERVICES
A. Maintain existing utilities indicated to remain in service and protect them against damage during selective site demolition operations.
1. Do not interrupt existing utilities serving occupied or operating facilities, except when authorized in writing by Owner and authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and to governing authorities.
a. Provide not less than 72 hours notice to Owner if shutdown of service is required during changeover.
SELECTIVE SITE DEMOLITION 024119 - 4
B. Utility Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services serving building to be selectively demolished.
1. Arrange to shut off indicated utilities with utility companies.
2. Where utility services are required to be removed, relocated, or abandoned, provide bypass connections to maintain continuity of service to other parts of the building before proceeding with selective demolition.
C. Utility Requirements: Refer also to Division 15 and 16 Sections for additional requirements for shutting off, disconnecting, removing, and sealing or capping utility services. Do not start selective site demolition work until utility disconnecting and sealing have been completed and verified in writing.
D. Utility Adjustments and Relocaitons: Adjust locations, elevations and routes of existing utility lines, poles, guys, vaults, handholes, boxes, and other related appurtenances as…
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