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DIVISION 1
GENERAL DATA
01010-1
SECTION 01010 SUMMARY OF WORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Description of Existing Facilities
B. General Scope of Work
C. Contractor’s Responsibilities
D. System Operations
E. Work Sequence
F. Owner Occupancy
G. Contract Documents 1.2 DESCRIPTION OF EXISTING FACILITIES
The existing Rosedale Wastewater Treatment facility consists of a 122,000 gpd (average) extended aeration package plant, chlorination (chlorine gas), dechlorination (sulfur dioxide), parshall flume metering structure and post aeration. The existing site also includes sludge drying beds, sludge holding tank, sludge transfer station, lab building and chemical building.
1.3 GENERAL SCOPE OF WORK
A. The work is as described herein, as shown on the plans, and as specified in the bid/specifications documents. Construction shall be performed in a workmanlike manner and to the satisfaction of the Engineer.
B. The scope of work expected under this contract includes:
Base Bid: The base bid project includes the construction of new 150,000 gallon earthen flow equalization basin (HDPE liner), new FEB drain lift station, new influent structure with channel macerator and overflow weir to the FEB, rehabilitation of the WWTF drain lift station and valve vault, demolition of the existing lab/chemical building, new pre-engineered chemical building, new emergency generator, installation of VFD’s on the existing main lift station and all related grading, piping, electrical, controls and site restoration. The Base bid also includes the removal and disposal of the exposed insulation inside the treatment facility building, the application of a coating system to the inside of the building and the complete cleaning and painting of the existing package plant steel tank. Mandatory Alternate #1: Mandatory Alternate #1 consists of replacing the existing steel entrance doors (3) and the overhead doors (2) at the existing WWTF building. Mandatory Alternate #2: Mandatory Alternate #2 consist of removing and replacing the existing blowers within the WWTF building with new blowers and check valves.
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C. All of the above items including site work, piping, electrical, demolition and all other
incidental work necessary for construction of the project as described in the project documents, whether explicitly indicated or not. The Contractor shall provide all resources needed to complete the work in a quality manner according to the specified schedule.
1.4 CONTRACTOR’S RESPONSIBILITIES:
A. The Contractor shall provide all labor, material equipment, supervision, management, and transportation necessary to complete the scope of work intended and required by these project documents.
1.5 SYSTEM OPERATION
A. It is imperative that the entire system be maintained in operation during the construction, insofar as is practical. Downtime on any system is to be at the convenience of the Owner. The successful bidder shall submit a detailed construction schedule that specifically addresses maintaining normal system operation at the pre-construction conference. Special schedules shall be developed for any system shut downs exceeding 8 hours.
1.6 WORK SEQUENCE
A. Contractor shall submit a detailed construction schedule to the Engineer for approval at the pre-construction meeting. Schedule must be submitted and approved prior to approval of first pay request from Contractor.
B. Coordinate construction schedule and operations with Owner and Engineer.
C. Sequence shall be determined by the contract within the time constraints established in
the project documents. 1.7 OWNER OCCUPANCY
A. The Owner retains the right to occupy adjacent facilities throughout construction. The Contractor shall minimize disturbances to the Owner’s operations.
1.8 CONTRACT DOCUMENTS
A. The contract documents for this project shall consist of this project manual plus the accompanying set of 24”x36” plans entitled Town of Rosedale, Indiana – Wastewater Treatment Facility Improvements.
END OF SECTION
01039-1
SECTION 01039
COORDINATION AND MEETINGS PART 1 GENERAL 1.1 SECTION INCLUDES
A. Coordination. B. Preconstruction Conference
C. Progress Meetings
D. Pre-installation Conference
1.2 COORDINATION
A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.
B. Verify that utility requirement characteristics of operating equipment are compatible with
building utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.
C. Coordinate space requirements and installation of mechanical and electrical work, which are
indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.
D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the
construction. Coordinate locations of fixtures and outlets with finish elements.
E. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial Completion and for portions of Work designated for Owners partial occupancy.
F. After Owner occupancy of premises, coordinate access to site for correction of defective
Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.
1.3 PRECONSTRUCTION CONFERENCE
A. Engineer will schedule a conference after Notice of Award. B. Attendance Required: Owner, Engineer, and Contractors. C. Agenda:
1. Execution of Owner-Contractor Agreement. 2. Contract Completion Dates. 3. Need for additional plans and specifications.
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4. Submission of list of Subcontractors, list of products, Schedule of Values, and progress schedule.
5. Designation of personnel representing the parties in Contract, and the Engineer. 6. Procedures and processing of field decisions, submittals, substitutions,
applications for payments, proposal request, Change Orders and Contract closeout procedures.
7. Scheduling. 8. Scheduling activities of contractor.
1.4 PROGRESS MEETINGS
A. Engineer shall schedule and administer meetings throughout progress of the Work at minimum of monthly intervals.
B. Engineer shall make arrangements for meetings, prepare agenda with copies for
participants, preside at meetings, record minutes, and distribute copies within two days to Owner, Contractor, and those affected by decisions made.
D. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner,
Engineer, as appropriate to agenda topics for each meeting. E. Agenda:
1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems that impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off-site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards.
12. Effect of proposed changes on progress schedule and coordination.
13. Other business relating to Work.
1.5 PRE-INSTALLATION CONFERENCES
A. When required in individual specification Section, convene a pre-installation conference at specified site prior to commencing work of the Section to Owner/Engineer to review conditions of installation, preparation and installation procedures, and coordination with
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related work B. Parties directly affecting, or affected by, work of the specific Section shall attend. C. Owner/Engineer shall prepare agenda, preside at conference, record minutes, and distribute copies within two days after conference to participants, with two copies to Engineer.
END OF SECTION
01041-1
SECTION 01041
PROJECT COORDINATION
PART 1 GENERAL 1.1 SECTION INCLUDES
A. Project coordination administrator. B. Construction mobilization. C. Schedules.
D. Submittals.
E. Coordination drawings.
F. Closeout procedures.
1.2 PROJECT COORDINATION ADMINISTRATOR A. Project Coordination Administrator: Engineer 1.3 CONSTRUCTION MOBILIZATION
A. Cooperate with the Administrator in allocation of mobilization areas of site; for field offices and sheds, for access, traffic, and parking facilities.
B. During construction, coordinate use of site and facilities through the Administrator. C. Comply with Engineer’s procedures for intra-project communications; submittals, reports and
records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts.
D. Comply with instructions of the Administrator for use of temporary utilities and construction
facilities.
E. Coordinate field engineering and layout work under instructions of the Administrator. 1.4 SCHEDULES
A. Submit preliminary progress schedule to Engineer in accordance with Section 01300 coordinated with Project construction schedule. Preliminary progress schedule shall be submitted at the Pre-Construction Conference.
B. After review, revise and resubmit schedule to comply with revised Project schedule. C. During progress of Work, revise and resubmit schedule as directed with Applications for
Payment. 1.5 SUBMITTALS
A. Submit preliminary shop drawings, product data and samples in accordance with Section 01300 for review and compliance with Contract Documents, for field dimensions and clearances, for relation to available space, and for relation to work of separate contracts. Revise and resubmit as required.
01041-2
B. Submit applications for payment on EJCDC-600 forms for review, and for transmittal to Engineer.
C. Submit requests for interpretation of Contract Documents, and obtain instructions through
Engineer.
D. Process requests for substitutions, and change orders, through Engineer.
E. Deliver closeout submittals for review and preliminary inspection reports, for transmittal to Engineer.
1.6 COORDINATION DRAWINGS
A. Provide information required by Engineer and Administrator for preparation of coordination drawings.
B. Review drawings prior to submission to Engineer.
1.7 CLOSEOUT PROCEDURES
A. Notify Engineer in writing when Work is considered ready for Substantial Completion. Accompany Engineer and Administrator on preliminary inspection to determine items to be listed for completion or correction in Contractor's notice of Substantial Completion.
B. Comply with Engineer’s instructions to correct items of Work listed in executed Certificates
of Substantial Completion and for access to Owner occupied areas.
C. Notify Engineer when Work is considered finally complete. Accompany Engineer and Administrator on preliminary final inspection.
D. Comply with Engineer’s instructions for completion of items of Work determined by the final
inspection.
END OF SECTION
01070-1
SECTION 01070
SELECTIVE DEMOLITION
PART 1 GENERAL 1.1 SUMMARY A. Selective demolition work requires the selective removal and subsequent offsite disposal
of the following kinds of elements: 1. Concrete sidewalks and stoops. 2. Portions of existing building and foundation indicated on drawings and as
required to accommodate new construction. 3. Removal of doors and frames. 4. Removal of existing building insulation and components. 5. Removal of existing fixtures, materials, and equipment items as indicated on
drawings. 6. Removal of existing concrete manholes/structures as indicated on the drawings 7. Removal of fencing as indicated on the drawings
B. Removal Work Specified Elsewhere: 1. Cutting nonstructural concrete floors and masonry walls for piping, ducts, and
conduits is included with the work of the respective mechanical and electrical specification sections in Divisions 15 and 16.
2. Relocation of pipes, conduits, ducts, and other mechanical and electrical work is
specified in Divisions 15 and 16. 1.2 SUBMITTALS A. Submit in accordance with Section 01300. B. Submit schedule indicating proposed sequence of operations for selective demolition
work to Architect for review prior to start of work. Include coordination for shutoff, capping, and continuation of utility services as required, together with details for dust and noise control protection.
1. Provide detailed sequence of demolition and removal work to ensure
uninterrupted progress of Owner's on-site operations. 2. Coordinate with Owner's continuing occupation of portions of existing building and
with Owner's partial occupancy of completed new addition. C. Submit photographs of existing conditions of structure surfaces, equipment, and adjacent
improvements that might be misconstrued as damage related to removal operations. File with Owner's Representative prior to start of work. All areas that the contractor believe as damaged (prior to the work) shall notify the Engineer and submit photographs as detailed
01070-2
above. 1.3 JOB CONDITIONS A. Occupancy:
1. Owner will occupy portions of the building immediately adjacent to areas of selective demolition. Conduct selective demolition work in manner that will minimize need for disruption of Owner's normal operations. Provide minimum of 72 hours advance notice to Owner of demolition activities that will affect Owner's normal operations.
2. The wastewater treatment processes must continue to operate in order the meet permit requirements, the contractor shall take all precautions to ensure that the processes are not negatively affected by the demolition.
3. The duration of demolition shall be kept to a minimum to minimize
equipment/process downtime. B. Condition of Structures: Owner assumes no responsibility for actual condition of items or
structures to be demolished. C. Partial Demolition and Removal: Items indicated to be removed but of salvageable value
to Contractor may be removed from structure as work progresses. Transport salvaged items from site as they are removed.
D. Protections: Provide temporary barricades and other forms of protection to protect
Owner's personnel and general public from injury due to selective demolition work. 1. Provide protective measures as required to provide free and safe passage of
Owner's personnel and general public to occupied portions of the site. 2. Provide interior and exterior shoring, bracing, or support to prevent movement,
settlement, or collapse of structure or element to be demolished and adjacent facilities or work to remain.
3. Protect from damage existing finish work, equipment and processes that are to
remain in place and becomes exposed during demolition operations. 4. Protect floors with suitable coverings when necessary. 2. Provide temporary weather protection during interval between demolition and
removal of existing construction on exterior surfaces and installation of new construction to ensure that no water leakage or damage occurs to structure or interior areas of existing building.
3. Remove protections at completion of work. E. Damages: Promptly repair damages caused to adjacent facilities by demolition work. F. Traffic: Conduct selective demolition operations and debris removal to ensure minimum
interference with roads, streets, walks, and other adjacent occupied or used facilities. 1. Do not close, block, or otherwise obstruct streets, walks, or other occupied or
01070-3
used facilities without written permission from authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.
G. Flame Cutting: Do not use cutting torches for removal until work area is cleared of
flammable materials. At concealed spaces, such as interior of ducts and pipe spaces, verify condition of hidden space before starting flame-cutting operations. Maintain portable fire suppression devices during flame-cutting operations.
H. Utility Services: Maintain existing utilities indicated to remain in service and protect them
against damage during demolition operations. 1. Do not interrupt utilities serving occupied or used facilities, except when
authorized in writing by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities.
I. Environmental Controls: Use water sprinkling, temporary enclosures, and other methods
to limit dust and dirt migration. Comply with governing regulations pertaining to environmental protection.
1. Do not use water when it may create hazardous or objectionable conditions such
as ice, flooding, and pollution. J. Explosives: Use of explosives will not be permitted. PART 2 MATERIALS (Not Applicable) PART 3 EXECUTION 3.1 PREPARATION A. Provide interior and exterior shoring, bracing, or support to prevent movement,
settlement, or collapse of areas to be demolished and adjacent facilities to remain. 1. Cease operations and notify Owner's Representative immediately if safety of
structure appears to be endangered. Take precautions to support structure until determination is made for continuing operations.
2. Cover and protect equipment and fixtures from soilage or damage when
demolition work is performed in areas where such items have not been removed. 3. Locate, identify, stub off, and disconnect utility services that are not indicated to
remain. a. Provide bypass connections as necessary to maintain continuity of
service to occupied areas of building. Provide minimum of 72 hours advance notice to Owner if shutdown of service is necessary during changeover.
01070-4
3.2 DEMOLITION A. Perform selective demolition work in a systematic manner. Use such methods as
required to complete work indicated on Drawings in accordance with demolition schedule and governing regulations.
1. Demolish concrete and masonry in small sections. Cut concrete and masonry at
junctures with construction to remain using power-driven masonry saw or hand tools; do not use power-driven impact tools.
2. Locate demolition equipment throughout structure and promptly remove debris to
avoid imposing excessive loads on supporting walls, floors, or framing. 3. Provide services for effective air and water pollution controls as required by local
authorities having jurisdiction. 4. Demolish foundation walls to a depth of not less than 24 inches below existing
ground surface. Demolish and remove below-grade wood or metal construction. Remove below-grade concrete slabs.
5. For interior slabs on grade, use removal methods that will not crack or structurally
disturb adjacent slabs or partitions. Use power saw where possible. 6. Completely fill below-grade areas and voids resulting from demolition work.
Provide fill consisting of approved earth, gravel, or sand, free of trash and debris, stones over 6 inches in diameter, roots, or other organic matter.
B. If unanticipated mechanical, electrical, or structural elements that conflict with intended
function or design are encountered, investigate and measure both nature and extent of the conflict. Submit report to Owner's Representative in written, accurate detail. Pending receipt of directive from Owner's Representative, rearrange selective demolition schedule as necessary to continue overall job progress without undue delay.
3.3 SALVAGED MATERIALS A. Salvaged Items: Where indicated on Drawings as "Salvage - Deliver to Owner," carefully
remove indicated items, clean, store, and turn over to Owner and obtain receipt. 1. The Owner has first right of refusal on any equipment or controls removed as part
of the project. Coordinate with Engineer to determine what, if any equipment the Owner would like to keep.
2. Historic artifacts, including cornerstones and their contents, commemorative
plaques and tablets, antiques, and other articles of historic significance, remain property of Owner. Notify Owner's Representative if such items are encountered and obtain acceptance regarding method of removal and salvage for Owner.
3. Carefully remove, clean, and deliver to Owner the following items:
• The existing plaque on the side of the chemical/lab building. • The existing WWTF pumping station pump & panel • The existing controls and electrical equipment removed from the existing
main lift station along Cemetery Road. • Any valve handles located on valves being removed.
01070-5
3.4 DISPOSAL OF DEMOLISHED MATERIALS A. Remove from building site debris, rubbish, and other materials resulting from demolition
operations. Transport and legally dispose off site. 1. If hazardous materials are encountered during demolition operations, comply with
applicable Federal, State, and local regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. Stop work immediately and notify Architect.
2. Burning of removed materials is not permitted on project site. 3.5 CLEANUP AND REPAIR A. Upon completion of demolition work, remove tools, equipment, and demolished materials
from site. Remove protections and leave interior areas broom clean. 1. Repair demolition performed in excess of that required. Return elements of
construction and surfaces to remain to condition existing prior to start operations. Repair adjacent construction or surfaces soiled or damaged by selective demolition work.
END OF SECTION
01078-1
SECTION 01078
APPROVED EQUAL DEFINITION PART 1 GENERAL 1.1 DEFINITIONS
A. Throughout this document, the terms “or engineer-approved equal” and “or approved equal” are used. For this project the terms ”engineer-approved equal” or “approved equal” shall mean equal in the judgment of the engineer. Bidders seeking approval of products as an “approved equal” shall furnish written evidence that such product conforms in all respects to the specified requirements, and that it has been used successfully elsewhere under similar conditions. Where the specified requirements involve conformance to recognized codes or standards, the bidder shall furnish evidence of such conformance in the form of test or inspection reports. Bidders seeking approval of products as an “approved equal” shall provide submissions, meeting the above requirements, no fewer than 10 days prior to bid opening for review by the engineer. Failure to provide complete data will be cause for rejection of the product.
END OF SECTION
01090-1
SECTION 01090
REFERENCE STANDARDS PART 1 GENERAL 1.1 SECTION INCLUDES
A. Quality assurance. B. Schedule of references.
1.2 QUALITY ASSURANCE
A. For products or workmanship specified by association, trade, State or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.
B. Conform to reference standard by date of issue current on date of Contract Documents.
C. Obtain copies of standards when required by Contract Documents.
D. Maintain copy at job site during submittals, planning, and progress of the specific work, until
Substantial Completion.
E. Should specified reference standards conflict with Contract Documents, request clarification from Engineer before proceeding.
F. The contractual relationship of the parties to the Contract shall not be altered from the
Contract Documents by mention or inference otherwise in any reference document. 1.3 SCHEDULE OF REFERENCES
AA Aluminum Association 18 Connecticut Avenue, N.W. Washington, DC 20006
AABC Associated Air Balance Council
1000 Vermont Avenue, N.W. Washington, DC 20005
ACI American Concrete Institute
Box 19150 Reford Station Detroit, MI 48219
ADA Americans with Disabilities Act
ADC Air Diffusion Council
230 North Michigan Avenue Chicago, IL 60601
AGC Associated General Contractors of America
1957 E Street, N.W. Washington, DC 20006
01090-2
AI Asphalt Institute Asphalt Institute Building College Park, MD 20740
AIA American Institute of Architects
1735 New York Avenue, N.W. Washington, DC 20006
AISC American Institute of Steel Construction
400 North Michigan Avenue Eighth Floor Chicago, IL 60611
AISI American Iron and Steel Institute
1000 16th Street, N.W. Washington, DC 20036
AMCA Air Movement and Control Association
30 West University Drive Arlington Heights, IL 60004
ANSI American National Standards Institute
1430 Broadway New York, NY 10018
APA American Plywood Association
Box 11700 Tacoma, WA 98411
ARI Air-Conditioning and Refrigeration Institute
1501 Wilson Boulevard Arlington, VA 22209
ASHRAE American Society of Heating, Refrigerating and
Air Conditioning Engineers 1791 Tullie Circle, N.E. Atlanta, GA 30329
ASME American Society of Mechanical Engineers
345 East 47th Street New York, NY 10017
ASPA American Sod Producers Association
4415 West Harrison Street Hillside, IL 60162
ASTM American Society for Testing and Materials
1916 Race Street Philadelphia, PA 19103
AWI Architectural Woodwork Institute
2310 South Walter Reed Drive Arlington, VA 22206
AWPA American Wood-Preservers' Association
7735 Old Georgetown Road Bethesda, MD 20014
01090-3
AWS American Welding Society 550 LeJeune Road, N.W. Miami, FL 33135
AWWA American Water Works Association
6666 West Quincy Avenue Denver, CO 80235
BIA Brick Institute of America
11490 Commerce Park Drive Reston, VA 22091
CRSI Concrete Reinforcing Steel Institute
933 Plum Grove Road Schaumburg, IL 60195
DHI Door and Hardware Institute
7711 Old Springhouse Road McLean, VA 22102
EJCDC Engineers' Joint Contract Documents Committee
American Consulting Engineers Council 1015 15th Street, N.W. Washington, DC 20005
EJMA Expansion Joint Manufacturers Association
25 North Broadway Tarrytown, NY 10591
FGMA Flat Glass Marketing Association
3310 Harrison White Lakes Professional Building Topeka, KS 66611
FM Factory Mutual System
1151 Boston-Providence Turnpike P.O. Box 688 Norwood, MA 02062
GA Gypsum Association
1603 Orrington Avenue Evanston, IL 60201
ICBO International Conference of Building Officials
5360 S. Workman Mill Road Whittier, CA 90601
IEEE Institute of Electrical and Electronics Engineers
345 East 47th Street New York, NY 10017
IMIAC International Masonry Industry All-Weather Council
International Masonry Institute 815 15th Street, N.W. Washington, DC 20005
INDOT Indiana Department of Transportation
100 N. Senate Avenue, Rm. IGCN 775 Indianapolis, IN 46204
01090-4
NCMA National Concrete Masonry Association
P.O. Box 781 Herndon, VA 22070
NEMA National Electrical Manufacturers' Association
2101 'L' Street, N.W. Washington, DC 20037
NFPA National Fire Protection Association
Battery March Park Quincy, MA 02269
NFPA National Forest Products Association
1619 Massachusetts Avenue, N.W. Washington, DC 20036
NTMA National Terrazzo and Mosaic Association
3166 Des Plaines Avenue Des Plaines, IL 60018
NWMA National Woodwork Manufacturers Association
205 W. Touhy Avenue Park Ridge, IL 60068
PCA Portland Cement Association
5420 Old Orchard Road Skokie, IL 60077
PS Product Standard
U. S. Department of Commerce Washington, DC 20203
RIS Redwood Inspection Service
One Lombard Street San Francisco, CA 94111
SDI Steel Deck Institute
P.O. Box 9506 Canton, OH 44711
SIGMA Sealed Insulating Glass Manufacturers Association
111 East Wacker Drive Chicago, IL 60601
SJI Steel Joist Institute
1205 48th Avenue North Suite A Myrtle Beach, SC 29577
SMACNA Sheet Metal and Air Conditioning Contractors' National Association
8224 Old Court House Road Vienna, VA 22180
SSPC Steel Structures Painting Council
4400 Fifth Avenue Pittsburgh, PA 15213
01090-5
UL Underwriters' Laboratories, Inc. 333 Pfingston Road Northbrook, IL 60062
WCLIB West Coast Lumber Inspection Bureau
6980 S.W. Varns Road Box 23145 Portland, OR 97223
WWPA
Western Wood Products Association 1500 Yeon Building Portland, OR 97204
END OF SECTION
01100-1
SECTION 01100
SEQUENCE OF CONSTRUCTION PART 1 GENERAL 1.1 REQUIREMENTS
A. For all intended work on this project the Contractor will be constructing new facilities that will be connected to existing Town wastewater facilities. Some interruption to Town’s systems will be necessary.
For these reasons, the Contractor shall make every effort to schedule the construction so as to insure smooth progress and cause minimum interference or inconvenience to the Owner. The Town must comply with existing NPDES permits at the WWTF, it is imperative to limit the down time of the existing processes. Contractor shall follow the detailed sequence of construction and guidelines as indicated on the plans. Contractor shall submit detailed schedule indicating the date a time of the proposed shut-down, the duration of each activity, contingency plan in case there are delays and the proposed date and time of start-up.
PART 2. NOTIFICATION 2.2 NOTIFICATION TO AUTHORITIES
A. Before beginning construction, the Contractor shall give at least five (5) day’s notice to the local law enforcement authorities, fire department, county and state highway officials and the county sheriff’s department.
END OF SECTION
01200-1
SECTION 01200 LIMITS OF CONSTRUCTION PART 1 GENERAL 1.1 GENERAL
A. All work shall be prosecuted entirely within the limits of right-of-way of the various roads, highways, and easements as indicated on the drawings and on file with the office of the County Recorder. Easements for work on private property have been obtained by the Owner and a copy of all easements will be given to the Contractor.
B. If soil conditions or other conditions should make it necessary to provide sheeting, shoring or
special excavation procedures, in order to confine the work within the prescribed limits, the Contractor will be required to provide such protective measures at his own expense.
END OF SECTION
01300-1
SECTION 01300
SUBMITTALS PART 1 GENERAL 1.1 SECTION INCLUDES
A. Submittal procedures. B. Construction progress schedules.
C. Proposed products list.
D. Shop drawings.
E. Product data.
F. Samples.
G. Manufacturers' instructions.
H. Manufacturers' certificates.
I. Construction photographs.
J. Submittals required
1.2 SUBMITTAL PROCEDURES
A. Sequentially number the transmittal forms. Re-submittals to have original number with an alphabetic suffix.
B. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail
number(s), and specification Section number, as appropriate.
C. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents.
D. Schedule submittals to expedite the Project, and deliver to Engineer at business address.
Coordinate submission of related items.
E. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work.
F. Provide space for Contractor and Engineer review stamps.
G. Revise and resubmit submittals as required, identify all changes made since previous
submittal. H. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly
report any inability to comply with provisions. 1.3 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial progress schedule in duplicate at the pre-construction conference for review. B. Revise and resubmit as required.
01300-2
C. Submit revised schedules with each Application for Payment, identifying changes since previous version.
D. Submit a horizontal bar chart with separate line for each major section of Work, identifying
first work day of each week.
E. Indicate estimated percentage of completion for each item of Work at each submission.
F. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates, including those furnished by Owner and under Allowances.
G. Submit an estimated payment schedule with dollar amounts shown as part of construction
schedule. 1.4 PROPOSED PRODUCTS LIST
A. Within 15 days after date of Notice to Proceed, submit complete list of major products proposed for use other than those required sooner, with name of manufacturer, trade name, and model number of each product.
B. For products specified only by reference standards, give manufacturer, trade name, model or
catalog designation, and reference standards. 1.5 SHOP DRAWINGS
A. Submit in the form of one reproducible transparency and one opaque reproduction. 1.6 PRODUCT DATA
A. Submit the number of copies, which the Contractor requires, plus three copies, which will be retained by the Engineer.
B. Mark each copy to identify applicable products, models, options, and other data. Supplement
manufacturers' standard data to provide information unique to this Project. Items to be submitted may include, but are not limited to:
1. Catalog bulletins describing equipment construction and control panel components.
Mark out inapplicable options. 2. Dimensional sketches of equipment and control panels. Certify for construction. 3. List of materials used for construction of equipment and control panel if not included
in catalog bulletins. 4. Weight of total unit mounted on base.
5. Equipment performance data and operating parameters. 6. Motor tests and data. 7. Report describing proposed field design procedure and test apparatus, instruments,
equipment, etc., required to perform the field test and verify the test results. 8. Manufacturer’s installation instructions.
9. Fabrication Assembly and Wiring Diagrams.
C. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 - Contract Closeout.
01300-3
1.7 SAMPLES
A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.
B. Submit samples of finishes from the full range of manufacturers' standard colors, or in
custom colors selected, textures, and patterns for Owner's selection.
C. Include identification on each sample, with full Project information.
D. Submit the number of samples specified in individual specification Sections; one of which will be retained by Owner.
E. Reviewed samples which may be used in the Work are indicated in individual specification
Sections. 1.8 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data.
B. Identify conflicts between manufacturers' instructions and Contract Documents.
1.9 MANUFACTURER'S CERTIFICATES
A. When specified in individual specification Sections, submit manufacturers' certificate to Engineer for review, in quantities specified for Product Data.
B. Indicate material or product conforms to or exceeds specified requirements. Submit
supporting reference date, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Engineer.
1.10 SUBSTITUTIONS
A. Comply with the requirements of Section 01600 1.11 OPERATION AND MAINTENANCE MANUALS
A. Comply with the requirements of Section 01730.
END OF SECTION
01310-1
SECTION 01310
SCHEDULES
PART 1 GENERAL 1.1 SECTION INCLUDES
A. Construction Progress Schedule. B. Schedule of Values. C. Schedule of Payments.
1.2 SUBMITTALS
A. Submit schedules under provisions of Section 01300 and as modified herein. B. Construction Progress Schedule
1. The contractor shall submit four (4) copies of the initial schedule to the Owner at
the preconstruction conference. 2. The schedule shall show each item to be procured for the work and for each
such item, necessary dates for each step in the procurement process, including those for placement of orders, receipt and submittal of shop drawings, receipt of shop drawing approvals and delivery. Any delivery time problem or other problem anticipated shall be noted as remarks in the list.
3. Within 30 days after the submission of the above mentioned list, the Contractor
shall submit four (4) copies-in final form, the critical path diagram and list to the Engineer.
4. If the schedule as submitted by the Contractor is not sufficiently detailed,
contains errors, or is unrealistic, it will be rejected in writing, and the Contractor shall submit a revised schedule within seven (7) days of the date of the notice of rejection.
5. Pending approval of a construction schedule, no progress payment will be made,
except in such amounts as may be approved by the Engineer for materials received at the job site as provided in the General Conditions.
6. Contractor shall submit four (4) copies of the revised schedule to the Owner each
month at or prior to the monthly progress meetings.
C. Schedule of Values
1. Submit four (4) copies of Schedule of Values to Owner for review at least 20 days prior to submitting first application for a progress payment. After review by the Engineer, revise and resubmit schedule as required until it is approved.
D. Schedule of Payments
1. Submit four (4) copies of Schedule of Payments to Owner for review at least 20
days prior to submitting first application for a progress payment. After review by the Engineer, revise and resubmit schedule as required until it is approved.
01310-2
2. Revisions to the Schedule of Payments may be required as the project progresses to reflect changing project conditions.
E. Pending satisfaction of this requirement for schedules (Construction Progress Schedule,
Schedule of Values and Schedule of Payments) no progress payment will be made, except in such amounts approved by the Engineer for materials received at the job site as provided in the General Conditions.
1.3 COORDINATION
A. In the preparation of schedules the Contractor shall take into consideration shop drawing submittal and review time, the delivery times of equipment and materials, subcontractor's work, availability and abilities of workmen, weather conditions, any restrictions in operations at the job site, and all other items that may affect completion of the work within the time requirements of the Contract Documents.
B. Contractor shall be responsible for coordination and scheduling of all construction
activities including those of subcontractors and suppliers.
1.4 CONSTRUCTION PROGRESS SCHEDULE A. To assure completion of the work within the established time of completion, all activities
of the Contractor will be scheduled and monitored by use of the critical path method, utilizing both activity diagram and list.
B. The Contractor shall prepare and submit the initial and subsequent critical path diagrams
and lists for the entire project. C. Critical path diagrams and lists shall be prepared by experts having demonstrated skill
and substantial experience in critical path scheduling and shall show all activities in detail.
D. Lists shall include for each activity its number, description, duration, early start, early
finish, late start, late finish, and float time. Both the initial and subsequent submissions shall be time scaled.
E. Schedule up dates and revisions
1. The critical path diagram will be revised every month during the project to reflect departures and changes from the previous critical path diagram.
2. If departures and changes during the previous period are of such minor nature
that no useful purpose is served by revising the critical path diagram, the Engineer may waive this requirement.
1.5 SCHEDULE OF VALUES
A. The Schedule of Values is an itemized list that establishes the value or costs of each part of the work.
B. It shall be used as the basis for negotiations concerning additional work or credits which
may arise during the construction. C. Quantities and unit prices may be included in the Schedule when approved by or required
by the Engineer.
01310-3
D. Schedule shall show breakdown of labor, materials equipment and other costs used in preparation of the bid.
E. Costs shall be in sufficient detail to indicate separate amounts for each portion of the
work and section of the specifications. F. Contractor may include an item for bond, insurance, temporary facilities and job
mobilization. This item will be included for payment at a rate of 25 percent per month for the first four months.
G. Schedule of Values shall be prepared on 8-1/2" x 11" white paper. H. Use Table of Contents in the specifications as basis for Schedule format and identify
each item with number and title in the Table of Contents. List sub-items of major products or systems as appropriate or when requested by the Engineer.
I. When requested by the Engineer, support values with data that will substantiate their
correctness. J. The sum of the individual values shown on the Schedule of Values must equal the total
contract price.
K. Each item shall include a directly proportional amount of the Contractor's overhead and profit.
L. Schedule shall show the purchase and delivery costs for materials and equipment that
the Contractor anticipates he shall request payment for prior to their installation.
1.6 SCHEDULE OF PAYMENTS
A. The Schedule of Payments is list of the monthly applications for payment requests that the Contractor anticipates.
B. It is understood that actual applications for payment may deviate from this schedule to
reflect actual project conditions. Revised Schedule of Payment shall be required if deviations become substantial.
END OF SECTION
01400-1
SECTION 01400
QUALITY CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES
A. Quality assurance and control of installation. B. References. C. Manufacturers' field services and reports. D. Testing
1.2 QUALITY ASSURANCE/CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality.
B. Comply fully with manufacturers' instructions. C. Should manufacturers' instructions conflict with Contract Documents, request clarification
from Engineer before proceeding. D. Comply with specified standards as a minimum quality for the Work except when more
stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.
E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion, or disfigurement.
1.3 REFERENCES
A. Conform to reference standard by date of issue current on the plans and specifications. B. The contractual relationship of the parties to the Contract shall not be altered from the
Contract Documents by mention or inference otherwise in any reference document. 1.4 MANUFACTURERS' FIELD SERVICES AND REPORTS
A. Submit qualifications of observer to Engineer 30 days in advance of required observations. Observer subject to Engineer/Owner approval.
B. When specified in individual specification Sections, require material or Product suppliers or
manufacturers to provide qualified staff personnel to observe site conditions, installation, quality of workmanship, equipment start-up, test, adjust, and balance of equipment, and as applicable to initiate instructions when necessary.
01400-2
C. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.
D. Submit report in duplicate within 30 days of observation to Engineer for review.
1.5 TESTING
A. The Contractor shall employ a testing firm to conduct tests for the purpose of quality control and conformance to project documents and specifications for the Owner's use. Additional testing desired by the contractor shall also be at the Contractor's expense.
END OF SECTION
01550-1
SECTION 01550
PHOTOGRAPHS AND VIDEORECORDING
PART 1 GENERAL 1.1 ESTABLISHMENT OF ORIGINAL CONDITION
A. In order to establish the original condition of the building and grounds, the Contractor shall be required to furnish the Engineer and Owner with sufficient, properly identified, detailed photographs and/or CD/DVD before any work commences on this project.
B. Photographic documentation shall include all building and site features. This
documentation will ensure that existing conditions are documented and that materials are restored as required by the construction documents.
1. Site Photographs: At the site, the Contractor shall take particular care to ensure
that all sidewalks, steps, curbs, streets, roadways, fences, lawns, buildings, and other property that may be disturbed or damaged by reason of his work, either directly or indirectly. are restored to a condition equal to or better than the original condition encountered.
2. Building Photographs: At the building, the Contractor shall take particular care to
ensure that all walls, doors, windows, sliding doors, floors, ceilings, siding, soffits, fascias, chimneys, foundation walls, decks, roofing and other portions of the interior and exterior of the building that are indicated to be affected, or otherwise may be disturbed or damaged by reason of his work, either directly or indirectly., are restored to a condition equal to or better than the original condition encountered.
1.2 OWNER/ENGINEER AUTHORITY
A. The required format (photographs and/or CD/DVD) shall be determined by the owner/engineer.
B. The owner/engineer shall have the authority to reject all or any portion of the video
recording not conforming to the specifications. C. The owner/engineer shall have the authority to designate what areas may be omitted or
added for audio-video recording.
1.3 CONTRACTOR RESPONSIBILITIES
A. The Contractor shall provide all labor, materials, equipment, services and perform all operations necessary to furnish the owner a complete color audio-video recording of the surface features within the proposed construction zone of influence. This record shall include all audio-video CD/DVD, CD/DVD storage cases, CD/DVD index labels and run sheet logs.
B. The Contractor shall have the necessary equipment available on site throughout the
duration of the construction to accommodate viewing of any and all documentation at any time during normal work hours.
C. When video recording on private property the prime Contractor shall give the
owner/engineer sufficient proper notice of such entry so that property owners may be
01550-2
advised of their permission obtained for the work. If permission is denied, the run sheet log shall be duly noted.
PART 2 PRODUCTS 2.1 PHOTOGRAPHS
A. Photographs shall be 4” x 6” in size and shall be color photographs with glossy finish. Labeling on the back shall include location and name of item photographed, date, name of photograph, and index number. The photograph shall be mounted in clear plastic mounting pages and inserted in a binder. A typed index shall be provided in the binder.
B. If digital camera is used for all or any potential work they shall be printed in color on 8x11 sheet, no more then 2 pictures per sheet. Labeling shall include location and name of item photographed, date, name of photograph, and index number. A typed index shall be provided in the binder. All digital photos shall be saved as jpeg. Files, burned onto a CD, and submitted along with the binder.
C. Photographs and indexes shall be to the Engineer and Owner prior to construction
activity. 2.2 CD / DVD
A. CDs/DVDs shall be made by qualified personnel and shall be in color. The finished CDs/DVD shall be labeled and a typed index of the contents and location of each item on each tape shall be provided.
B. CDs/DVDs and typed index shall be delivered to the Engineer and Owner prior to
construction activity. The Contractor shall have the necessary equipment available on site throughout the duration of construction to accommodate variety of any and all durations at any time during normal work hours.
2.3 VIDEORECORDING QUALITY AND STANDARDS
A. All video must display, through electronic means, information germane to current video display. Information that will be continuously displayed is as follows: 1. Time and date of recording. 2. Location of recording (i.e. street name, easement or address)
3. When conventional wheeled vehicles are utilized information will include
engineering stationing to coincide with project plans, direction of travel and viewing side.
B. To preclude the possibility of tampering or editing, time and date information must be
electronically incorporated through the original recording device. C. A runsheet log will be provided that accurately catalogs the contents of each videotape.
Information contained in the runsheet will include:
1. Project element 2. Location
01550-3
3. Roll numbers
4. Real time code indexing for each segment of the project, real time code indexing will indicate hours minutes and seconds to cross reference with playback equipment to locate specific points of interest on the project.
5. Viewing angle for each specific element
6. Project information, (i.e. project title, owner, date)
D. All CD/DVD are to be labeled with appropriate project information and be able to be cross
referenced with runsheets. Information on labels will include:
1. Roll number 2. Project Title
3. Location of project
4. Month and year of coverage
5. As multiple copies of each CD/DVD tape shall be made available, CD/DVD tapes
must be marked as sets (i.e. engineer set, owner set, contractor set).
6. Quick reference list of contents of a particular CD/DVD tape.
E. To insure best quality playback, video must be mastered on high quality formats only. Where video links are necessary Y/C (S-V) connections are to be used.
F. To insure best quality imaging high quality color camcorders with 1/4", 1/3”, or 1/2"
charged coupled device imaging systems must be used. Camera must have optical stabilization, electronic stabilization is not acceptable. Camera must be capable of 20x minimum optical magnification. Camera must be capable of producing NTSC 525 lines resolution/ 60 fields/ 30 frames per second. Minimum illumination capabilities of at least 3-lux.
G. Panning and zoom rates shall be electronically or manually controlled to provide clear
viewing on playback.
H. All videotaping shall be done during times of good visibility. No video taping shall be done when more than 10% of the ground is covered with snow, unless otherwise authorized by the owner/engineer.
I. Accompanying the video recording shall be a corresponding and simultaneously recorded
audio track containing the commentary of the camera operator. The commentary shall assist in the maintenance of viewer orientation, identification of surface features, and objective description of the points of interest being shown on the video portion of the recording.
2.4 COMMERCIAL VIDEORECORDING DOCUMENTATION
A. The pre video recording documentation shall be done by a responsible commercial firm known to be skilled and regularly engaged in the business of color audio-video construction documentation. The firm shall furnish such information, as the Owner/Engineer deems necessary, to determine the ability of the firm to produce professional video in accordance with contract specifications.
01550-4
PART 3 EXECUTION 3.1 LIMITS
A. Exterior photographs or CDs/DVDs shall cover all areas within which the Contractor will be working. All surface or visible features or structures shall be covered in sufficient detail to allow determination of the existing condition of all exterior features.
B. Interior photographs or CDs/DVDs shall cover all buildings or structures within which the Contractor will be working. Photographs or CDs/DVD shall be of sufficient detail within the building to allow determination of the existing conditions within the work areas and the access routes in and out of the building.
END OF SECTION
01600-1
SECTION 01600
PRODUCTS, MATERIAL AND EQUIPMENT PART 1 GENERAL 1.1 SECTION INCLUDES
A. Products. B. Transportation and handling. C. Storage and protection.
D. Product options.
E. Substitutions.
1.2 PRODUCTS
A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse.
B. Do not use materials and equipment removed from existing premises, except as specifically
permitted by the Contract Documents. C. Provide interchangeable components of the same manufacturer, for similar components.
1.3 TRANSPORTATION AND HANDLING
A. Transport and handle products in accordance with manufacturer's instructions. B. Promptly inspect shipments to assure that products comply with requirements, quantities are
correct, and products are undamaged. C. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage. 1.4 STORAGE AND PROTECTION
A. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather-tight, climate controlled enclosures.
B. For exterior storage of fabricated products, place on sloped supports, above ground. C. Provide off-site storage and protection when site does not permit on-site storage or
protection.
D. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation.
01600-2
E. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.
F. Arrange storage of products to permit access for inspection. Periodically inspect to assure
products are undamaged and are maintained under specified conditions. 1.5 PRODUCT OPTIONS
A. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named after bidding.
1.6 SUBSTITUTIONS
A. Engineer shall consider requests for substitutions only within ten (10) days prior to date of bid opening.
B. Substitutions may be considered when a product becomes unavailable through no fault of
the Contractor. C. Document each request with complete data substantiating compliance of proposed
substitution with Contract Documents.
D. A request constitutes a representation that the Contractor:
1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.
2. Will provide the same warranty for the Substitution as for the specified product.
3. Will coordinate installation and make changes to other Work, which may be
required for the Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension, which may subsequently become apparent.
E. Substitutions will not be considered when they are indicated or implied on shop drawing or
product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.
F. Substitution Submittal Procedure:
1. Submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution.
2. Submit shop drawings, product data, and certified test results attesting to the
proposed product equivalence.
3. The Engineer will notify Contractor, in writing, of decision to accept or reject request.
END OF SECTION
01650-1
SECTION 01650
CONSTRUCTION TESTING SCHEDULE PART 1 GENERAL 1.1 PURPOSE
A. The attached schedule is given to establish a testing schedule and the frequency of testing that will be required of the contractor on this project. The specified tests are to be a minimum required and are further discussed in the applicable sections of the specifications. Testing requirements and the cost thereof are to be included either in the individual unit bid prices or the lump sum cost, whichever is applicable.
B. Should a conflict arise between this section and other sections throughout the specifications,
the requirements of this section shall govern. Other testing which may be required by the specifications but which are not specifically listed herein shall be performed as required and specified.
PART 2 SCHEDULE OF TESTING
A. All references to testing standards shall be latest edition.
ITEM FREQUENCY OF TESTING APPLICABLE STANDARD OR SPECIFICATIONS
Embankment **each of 6" lifts
Special Fill and Backfill ("B" Borrow)
One test for each 6" lift if compaction is consistently not being achieved, otherwise maximum of five (5) tests per 500 lineal feet with a minimum of one test for every road, driveway or street crossing.
Aggregate Base **4" lifts each 200 tons or fraction
thereof
Bituminous Pavement **3" lifts
** samples in production of any one day
Concrete Aggregate **At beginning of project or if change
in source ASTM-C33, ASTM C-136
Cement **At beginning of project or if change
in source ASTM C-150
Concrete Slump Each truck delivery Performed by contractor
Supervised by engineer Concrete Test **each 50 cu. yds. or fraction thereof ASTM C-172 & C-39 Concrete Air Entrainment **each 50 cu.yds. or fraction thereof ASTM C-173 Reinforcing Steel Reg. each manufacturer *ASTM A-615 Wire Fabric Reg. each manufacturer *ASTM A-185 Precast Manholes Reg. each manufacturer *ASTM C-478 Manhole Casting Material Reg. each manufacturer *ASTM A-48 Class 30
01650-2
ITEM FREQUENCY OF TESTING APPLICABLE STANDARD OR SPECIFICATIONS
Manhole Steps Reg. each manufacturer *ASTM C-478 Eleven Reinforced Concrete Pipe
Reg. each manufacturer *ASTM C-497
Vitrified Clay Pipe Reg. each manufacturer *ASTM C-301 Vitrified Clay Joint Material
Reg. each manufacturer *ASTM C-425
Infiltration of Gravity Sewer
Successive sections of completed sewer
Hydrostatic Test, Force Main
Successive sections of completed sewer
Cast Iron Pipe Per Order *ASA Specifications for
each selected type Poly Vinyl Chloride Pipe (PVC)
Per Order *ASTM D-2241 *ASTM D-3034
Water Service Pipe Per Order *Federal Specs. WW-T-
799 Type K Electrical Equipment Per each item *Underwriter's
Laboratories Disinfection of Water Lines
EA. Completed *AWWA C-601
Disinfection of Water Tanks
EA. Tank *AWWA D-102
* Certification from manufacture indicating product equals or exceeds specifications listed. ** Supervised by Project Engineer
END OF SECTION
01655-1
SECTION 01655
STARTING OF SYSTEMS
PART 1 GENERAL 1.1 SECTION INCLUDES
A. Starting systems.
B. Demonstration and instructions.
C. Testing, adjusting, and balancing. 1.2 STARTING SYSTEMS
A. Coordinate schedule for start-up of various equipment and systems.
B. Notify Owner and Engineer seven days prior to start-up of each item.
C. Verify that each piece of equipment or system has been checked for proper lubrication; drive rotation, belt tension, control sequence, or other conditions, which may cause damage.
D. Verify that meter readings, and specified electrical characteristics agree with those
required by the equipment or system manufacturer.
E. Verify wiring and support components for equipment are complete.
F. Execute start-up under supervision of responsible Contractors’ personnel in accordance with manufacturers’ instructions.
G. When specified in individual specification Sections, require manufacturer to provide
authorized representative to be present at site to inspect, check and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation.
H. Submit a written report in accordance with Section 01400 that equipment or system has
been properly installed and is functioning correctly. 1.3 DEMONSTRATION AND INSTRUCTIONS
A. Demonstrate operation and maintenance of Products to Owner two weeks prior to date of final inspection.
B. Demonstrate equipment by a qualified manufacturers’ representative.
C. Utilize operation and maintenance manuals as basis for instruction. Review contents of
manual with Owner in detail to explain all aspects of operation and maintenance.
D. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment.
E. Prepare and insert additional data in operations and maintenance manuals when needed
for such data becomes apparent during instruction.
01655-2
1.4 TESTING, ADJUSTING AND BALANCING
A. Contractor will perform testing, adjusting and balancing to the Owner’s satisfaction.
END OF SECTION
01700-1
SECTION 01700
CONTRACT CLOSEOUT PART 1 GENERAL 1.1 SECTION INCLUDES
A. Closeout procedures. B. Final cleaning. C. Adjusting.
D. Project record documents.
E. Operation and maintenance data.
F. Warranties.
G. Spare parts and maintenance materials.
1.2 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Engineer's inspection.
B. Provide submittals to Engineer that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous
payments, and sum remaining due. 1.3 FINAL CLEANING
A. Execute final cleaning prior to final inspection.
B. Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces.
C. Clean equipment and fixtures to a sanitary condition.
D. Replace filters of operating equipment.
E. Clean site; sweep paved areas.
F. Remove waste and surplus materials, rubbish, and construction facilities from the site.
01700-2
1.4 ADJUSTING
A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.5 PROJECT RECORD DOCUMENTS
A. Maintain on site, one set of the following record documents; record actual revisions to the Work:
1. Contract Drawings. 2. Specifications.
3. Addenda.
4. Change Orders and other Modifications to the Contract.
5. Reviewed shop drawings, product data, and samples.
B. Store Record Documents separate from documents used for construction.
C. Record information concurrent with construction progress.
D. Specifications: Legibly mark and record at each Product section description of actual
Products installed, including the following:
1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications.
E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including:
1. Measured horizontal and vertical locations of underground utilities and
appurtenances, referenced to permanent surface improvements. 2. Measured locations of internal utilities and appurtenances concealed in
construction, referenced to visible and accessible features of the Work.
3. Field changes of dimension and detail.
4. Details not on original Contract Drawings.
F. Submit documents to Engineer with claim for final Application for Payment. 1.6 OPERATION AND MAINTENANCE DATA
A. Refer to Specification Section 01730.
1.7 WARRANTIES
A. Refer to Specification Section 01740.
01700-3
1.8 SPARE PARTS AND MAINTENANCE MATERIALS
A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections.
B. Deliver to Project site and place in location as directed; obtain receipt prior to final payment.
END OF SECTION
01730-1
SECTION 01730
OPERATION AND MAINTENANCE DATA PART 1 GENERAL 1.1 SECTION INCLUDES
A. Format and content of manuals. B. Instruction of Owner's personnel. C. Schedule of submittals.
1.2 QUALITY ASSURANCE A. Prepare instructions and data by personnel experienced in maintenance and operation of
described products. 1.3 FORMAT
A. Prepare data in the form of an instructional manual. B. Binders: Commercial quality, 8-1/2 x 11 inch three-ring binders with hardback, cleanable,
plastic covers; one inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings.
C. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE
INSTRUCTIONS; list title of Project; identify subject matter of contents.
D. Arrange content by systems under section numbers and sequence of Table of Contents of this Project Manual.
E. Provide tabbed fly leaf for each separate product and system, with typed description of
product and major component parts of equipment.
F. Text: Manufacturer's printed data, or typewritten data on 20 pound paper.
G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.
1.4 CONTENTS, EACH VOLUME
A. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Engineer, Subconsultants, and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume.
B. For Each Product or System: List names, addresses and telephone numbers of
Subcontractors and suppliers, including local source of supplies and replacement parts. C. Product Data: Mark each sheet to clearly identify specific products and component parts,
and data applicable to installation. Delete inapplicable information.
01730-2
D. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams.
E. Type Text: As required to supplement product data. Provide logical sequence of
instructions for each procedure, incorporating manufacturer's instructions specified in Section 01400.
F. Warranties and Bonds: As specified in Section 01740.
1.5 INSTRUCTION OF OWNER PERSONNEL
A. Before final inspection, instruct Owner's designated personnel in operation, adjustment, and maintenance of products, equipment, and systems, at agreed upon times.
B. For equipment requiring seasonal operation, perform instructions for other seasons within
six months. C. Use operation and maintenance manuals as basis for instruction. Review contents of
manual with personnel in detail to explain all aspects of operation and maintenance. D. Prepare and insert additional data in Operation and Maintenance Manual when need for
such data becomes apparent during instruction. 1.6 SUBMITTALS
A. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Engineer will review draft and return one copy with comments.
B. For equipment, or component parts of equipment put into service during construction and
operated by Owner, submit documents within ten days after acceptance. C. Submit one copy of completed volumes in final form 15 days prior to final inspection. Copy
will be returned after final inspection, with Engineer comments. Revise content of documents as required prior to final submittal.
D. Submit two copies of revised volumes of data in final form within ten days after final
inspection.
END OF SECTION
01740-1
SECTION 01740
WARRANTIES PART 1 GENERAL 1.1 SECTION INCLUDES
A. Preparation and submittal. B. Time and schedule of submittals.
1.2 FORM OF SUBMITTALS
A. Bind in commercial quality, 8-1/2 x 11 inch three-ring side binders with hardback, cleanable, plastic covers.
B. Label cover of each binder with typed or printed title WARRANTIES AND BONDS, with title of
Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible principal.
C. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project
Manual, with each item identified with the number and title of the specification Section in which specified, and the name of the product or work item.
D. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing.
Provide full information, using separate typed sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal.
1.3 PREPARATION OF SUBMITTALS
A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within ten days after completion of the applicable item or work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until the Date of Substantial Completion is determined.
B. Verify that documents are in proper form, contain full information, and are notarized.
C. Co-execute submittals when required.
D. Retain warranties and bonds until time specified for submittal.
1.4 TIME OF SUBMITTALS
A. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within ten days after acceptance.
B. Make other submittals within ten days after Date of Substantial Completion, prior to final
Application for Payment.
C. For items of Work when acceptance is delayed beyond Date of Substantial Completion, submit within ten days after acceptance, listing the date of acceptance as the beginning of the warranty period.
END OF SECTION