SUBSTITUTION REQUEST FORM
To:
From:
Substitution Request No. __________________
Date: __________________________________
Refer to product options and substitutions
specified in Section 01 60 00 – Product
Requirements.
Summary: _________________________________________________________________________________________
______________________________________________________________________________________________________
Drawing References: Detail Numbers _______________________________________________________________
Specification References: Section No. – Title: _______________________________________________________________
Articles / Paragraphs: _______________________________________________________________
Pages: ________________________________________
Proposed Substitution: _______________________________________________________________________________
______________________________________________________________________________________________________
Reason for Not Providing Specified Products:
___________________________________________________________________
______________________________________________________________________________________________________
Proposed Manufacturer: ____________________________________________ Contact: ______________________
Address: __________________________________________________________ Phone: _______________________
Trade Name: _______________________________________________________ Model No.: ____________________
History:
New product
1-4 years in market
5-10 years in market
Over 10 years in market
Similar Installations of Proposed Substitute Products:
Project: _____________________________________________ Architect: ______________________________
Address: ____________________________________________ Owner: _______________________________
___________________________________________ Date Installed: __________________________
Differences between proposed substitution and specified products: ____________________________________________
______________________________________________________________________________________________________
______________________________________________________________________________________________________
Describe changes to the Contract Documents necessary for proper installation, interfaces and service if the proposed substitution is accepted: ______________________________________________________________________________ ______________________________________________________________________________________________________
Attach complete data, including product descriptions, specifications, drawings, photographs and performance and test data adequate for evaluation of the request. Clearly annotate applicable portions of the data. Include ICC Evaluation Service (ICC ES) Evaluation Report, if applicable.
Point-by-Point comparison against detailed and specified products is attached:
MANDATORY FOR CONSIDERATION.
Attached are:
Drawings
Product Data
Samples
Test Data
Reports
________________
SUBSTITUTION REQUEST FORM
Net change in Contract Sum if proposed substitution is accepted: add / deduct (state) $ _______________)
Amount in words: _____________________________________________________________________________
Net change in Contract Time if proposed substitution is accepted: add / deduct (state) ______________ calendar days.
Amount in words: _____________________________________________________________________________
Change in warranty/guaranty if proposed substitution is accepted: (describe) __________________________________
___________________________________________________________________________________________
The Undersigned certifies:
Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product.
Proposed substitution complies with applicable Codes, ordinances, and standards.
Same warranty will be furnished for proposed substitution as for specified products.
Same maintenance service and source of replacement parts, as applicable, are available.
Proposed substitution will have no adverse effect on related Work and will not affect or delay progress of the Work.
Proposed substitution does not affect dimensions and functional clearances.
Payment will be made for changes to building design, including A/E design, detailing, and construction costs and for securing approval of Division of the State Architect (DSA) due to the substitution.
Submitted by: (typed name) ___________________________________ Title: _________________________
Signed: ___________________________________________________ Date: _________________________
ARCHITECT'S REVIEW AND ACTION
Substitution will be approved, with or without conditions, as described in applicable Contract Modification (Change Order or Construction Change Directive) according to Section 01 26 00 – Contract Modification Procedures. As specified in Section 01 33 00 – Submittals Procedures, substitution will not be approved as part of submittals review process.
Substitution rejected – No change is authorized. Use specified products.
Substitution Request received too late. Substitution rejected - No change is authorized. Use specified products.
For Architect: Signed _______________________________________ Date: _________________________
Name ________________________________________
END OF DOCUMENT
Add attachments as noted.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
CONTRACT MODIFICATION PROCEDURES 01 26 00-1
SECTION 01 26 00
CONTRACT MODIFICATION PROCEDURES
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Administrative requirements for changes in the Work.
B. Construction Bulletins, containing:
1. Architect’s Supplemental Instructions.
2. Requests for Proposal.
3. Construction Change Directives.
C. Change Orders.
D. Reconciliation of Change Orders.
1.2 RELATED DOCUMENTS AND SECTIONS
A. Agreement: Monetary values to be used in computing Change Orders.
B. General Provisions of the Contract: Governing requirements for changes in the Work, in Contract Sum and Contract Time.
C. Section 01 60 00 – Product Requirements: Product options, substitutions, omissions, and incorrect descriptions.
D. Section 01 77 00 – Contract Closeout Procedures: Project record documents.
1.3 ADMINISTRATIVE REQUIREMENTS FOR CHANGES IN THE WORK
A. Contract Requirements for Changes in the Work: Comply with provisions of the General Provisions of the Contract.
B. Administrative Requirements for Changes in the Work: All changes to approved Drawings and Specifications shall be made by Change Order and shall be subject to approval of Authority Having Jurisdiction (AHJ).
1. Comply with administrative requirements specified in this Section preparation, submission, review, and approval of changes in the Work.
2. Administrative procedures are specified for Owner’s Representative's Supplemental Instructions, Construction Change Directives and Change Orders.
3. The Owner’s Representative will prepare and issue a Bulletin on which the Owner’s Representative's Supplemental Instructions, a Construction Change Directive or a Request for Proposal will be presented to the Contractor for action.
C. Responsible Person for Contractor : Submit name of the individual authorized to receive construction change documents, and who is responsible for informing others in Contractor's employ or subcontractors of changes in the Work.
D. Change Order Forms: Form as directed by Owner.
1.4 ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS
A. Architect’s Supplemental Instructions:
1. Minor changes in the Work, not involving an adjustment in either the Contract Sum or Contract Time, as authorized by the General Provisions of the Contract, may be presented by the Architect using American Institute of Architects (AIA) Document G710 - Architect's
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
CONTRACT MODIFICATION PROCEDURES 01 26 00-2
Supplemental Instructions, or correspondence containing similar information.
2. Should the Architect's Supplemental Instructions result in disputed costs and time adjustments, such dispute shall be resolved in accordance with the provisions of the General Provisions of the Contract.
1.5 REQUESTS FOR PROPOSAL
A. Owner’s Representative or Owner -Initiated Requests for Proposal: Will prepare and issue a Request for Proposal through the Construction Manager, which will include a detailed description of a proposed change, with supplementary or revised Drawings and Specifications as appropriate.
1. Such Request for Proposal may include an estimate of additions or deductions in Contract Time and Contract Sum for executing the change and may include stipulations regarding overtime work and the period of time the requested response from the Contractor shall be considered valid.
2. Contractor shall prepare and submit a response to the Request for Proposal within 10 days of the date of the Request for Proposal.
a. Issuance of such a request by the Owner shall not indicated authorization for the Contractor to proceed with the proposed change.
b. Changes will be approved only by an approved Construction Change Directive and Change Order.
B. Contractor-Initiated Request for Proposal: The Contractor may propose a change by submitting a request for a change to Construction Manager, with a copy to, describing the proposed change and its full effect on the Work, with a statement describing the re ason for the change, and a full description of effects on the Contract Sum, Contract Time, related Work, and work being performed under separate contracts.
1. Requests for substitutions shall be included under this category, with procedures as specified in Section 01 60 00 – Product Requirements.
2. After review of the request and with approval of Construction Manager, will prepare a Request for Proposal, as described above.
3. Issuance of such a request by Construction Manager shall not indicated authorization for the Contractor to proceed with the proposed change.
4. Changes will be approved only by a signed Construction Change Directive or Change Order.
1.6 CONTRACTOR'S RESPONSE TO REQUESTS FOR PROPOSAL
A. Substantiating Data for Proposed Changes in Contract Sum and Contract Time: Contractor shall provide full information required for evaluation of proposed changes and to substantiate costs of changes in the Work.
1. Document each quotation for a change in Contract Sum and Contract Time, with sufficient data to allow evaluation of the quotation.
2. Upon request, provide additional data to support computations:
a. Quantities of products, labor, and equipment.
b. Taxes, insurance, and bonds.
c. Overhead and profit.
d. Justification for change in Contract Time, if claimed. e. Credit for deletions from Contract, similarly documented.
B. Cost and Time Resolution: If amounts for changes in Contract Sum and Contract Time cannot be agreed upon by Owner and Contractor, amounts shall be resolved in accordance with provisions of
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
CONTRACT MODIFICATION PROCEDURES 01 26 00-3
the General Provisions of the Contract for resolution of disputes and the following:
1. Contractor shall keep accurate records of time, both labor and calendar days, and cost of materials and equipment.
2. Contractor shall prepare and submit an itemized account and supporting data after completion of changed Work, within the time limits indicated in the General Provisions of the Contract.
3. Contractor shall provide full information as required and requested, for Owner to evaluate and substantiate proposed costs and time for the change in the Work.
4. When Owner and Contractor determine mutually acceptable amounts for changes in Contract Sum and Contract Time, a Change Order shall be executed for these amounts.
5. Owner shall have the right to audit Contractor's invoices and bid quotations to substantiate costs for Change Orders.
C. Construction Changes Based on Stipulated Sum or Time: Based on the Contractor's response to a Request for Proposal or Construction Change Directive, Construction Manager and will review the response.
1. Owner and Contractor shall negotiate a mutually acceptable adjustment in Contract Sum and Contract Time, as appropriate, prior to performance of the changed Work.
2. A Change Order for the stipulated amounts shall be prepared based on the stipulated sum and change in time.
D. Construction Changes Based on Unit Costs or Quantities: When the scope of a change in the Work cannot be accurately determined in advance, a Construction Change Directive shall be executed based on mutually acceptable quantities and pre -determined unit pr ices. Actual costs shall be determined after completion of the Work and a Change Order for this amount shall be executed.
E. Construction Changes Based on Time and Material Costs: When the scope of a change in the Work cannot be accurately determined in advance, a Construction Change Directive shall be executed based upon an agreement that Owner will adjust the Contract Sum and the Contract Time based on actual costs and time expended by the Contractor in performance of the change.
1.7 CHANGE ORDERS
A. Change Order Preparation, General:
1. In response to each Request for Proposal or Construction Change Directive, Contractor shall submit information for review by Construction Manager and, in order to confirm the scope of the proposed change and to determine the acceptable amounts, if any, for changes to be made in the Contract Sum and Contract Time.
2. In accordance with General Provisions of the Contract, the Construction Manager and will review the Contractor's response to the Request for Proposal or Construction Change Directive, confirm the scope of the proposed change and determine with the Contract or the acceptable amounts, if any, for changes in the Contract Time and the Contract Sum.
3. When agreement is reached on changes, if any, in the Contract Time and the Contract Sum, the will prepare a Change Order using a form as directed by Owner, with supplementary documents as necessary to describe the change and the associated costs and schedu le impacts.
a. Owner’s Representative will prepare and 2 sets of Change Order documents, including drawings, specifications, and other supporting documents. b. Owner, Construction Manager and Contractor shall sign the Change Order indicating acceptance and approval of the change.
B. Execution of Change Orders: Upon approval of the Change Order by Owner and Contractor,
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
CONTRACT MODIFICATION PROCEDURES 01 26 00-4
Contractor shall promptly execute the change in the Work.
1.8 CONSTRUCTION CHANGE DIRECTIVES
A. Construction Change Directives: In accordance with provisions of the General Provisions of the Contract, the County through the Construction Manager may direct the Contractor to proceed with a change in the Work prior to formal preparation, review, agreem ent, and approval of a Change Order, in order to not delay construction.
1. Owner’s Representative will prepare and issue a Construction Change Directive which, when signed by the Construction Manager and the Owner’s Representative, shall instruct the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.
2. Construction Change Directives shall follow procedures specified above in Article titled "CHANGE ORDERS," except that Contractor shall immediately proceed with the change upon receipt of the signed Change Directive.
3. Construction Change Directives shall be incorporated into subsequent Change Order prepared, reviewed, and approved as specified in Article above titled "CHANGE ORDERS."
4. All Construction Change Directives shall be subject to modification according to subsequent review, if required, by Authority Having Jurisdiction (AHJ).
5. Should the Construction Change Directive result in disputed costs and time adjustments, such dispute shall be resolved in accordance with the provisions of the General Provisions of the Contract.
1.9 RECONCILIATION OF CHANGE ORDERS
A. Schedule of Values: Contractor shall promptly revise the Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjustment to the Contract Sum.
B. Schedules: Contractor shall promptly revise progress schedules to reflect changes in Contract Time, revising sub-schedules to adjust time for other items of Work as may be affected by the change.
Contractor shall submit revised schedules at the next Appl ication for Payment following approval and acceptance of the Change Order.
PART 2 – PRODUCTS
Not applicable to this Section.
PART 3 – EXECUTION
Not applicable to this Section.
END OF SECTION 01 26 00
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
REQUESTS FOR INFORMATION 01 26 13-1
SECTION 01 26 13
REQUESTS FOR INFORMATION
PART 1 – GENERAL
1.1 DEFINITIONS
A. Request for Information: A document submitted by the Contractor requesting clarification of a portion of the Contract Documents, hereinafter referred to as an RFI.
1.2 CONTRACTOR'S REQUESTS FOR INFORMATION (RFIs)
A. Contractor's Requests for Information (RFIs): Should Contractor be unable to determine from the Contract Documents the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interfer ence); or when an item of Work is described differently at more than one place in the Contract Documents; the Contractor shall request that the Owner’s Representative make an interpretation of the requirements of the Contract Documents to resolve such matt ers. Contractor shall comply with procedures specified herein to make Requests for Information (RFIs).
B. Submission of RFIs: RFIs shall be prepared and submitted on the form enclosed following this Section. Use appropriate form for pre-bid and post-bid inquiry. Make submission to Construction Manager with copy to Owner’s Representative.
1. Forms shall be completely filled in with all required information. Incomplete forms will be rejected.
2. Submit RFIs in Adobe Acrobat Portable Document Format (PDF), as digitally completed form or scanned document. If prepared by hand, information on RFI form shall be fully legible after copying by xerographic process or scanning into PDF digital file.
3. Each RFI shall be given a discrete, consecutive number.
4. Each page of the RFI and each attachments to the RFI shall bear the Project name, Project number, date, RFI number and a descriptive title.
5. Contractor shall sign all RFIs attesting to good faith effort to determine from the Contract Documents the information requested for interpretation. Frivolous RFIs shall be subject reimbursement from Contractor to Owner for fees charged by Owner’s Represe ntative, Owner’s Representative's consultants and other design professionals engaged by Owner’s Representative.
C. Subcontractor-Initiated and Supplier -Initiated RFIs: RFIs from subcontractors and material suppliers shall be submitted through, be reviewed by, and be attached to an RFI prepared, signed, and submitted by Contractor. RFIs submitted directly by subcontra ctors or material suppliers will be returned unanswered to the Contractor.
1. Contractor shall review all subcontractor - and supplier -initiated RFIs and take actions to resolve issues of coordination, sequencing, and layout of the Work.
2. RFIs submitted to request clarification of issues related to means, methods, techniques, and sequences of construction or for establishing trade jurisdictions and scopes of subcontracts will be returned without interpretation. Such issues are solely the Contractor's responsibility.
3. Contractor shall be responsible for delays resulting from the necessity to resubmit an RFI due to insufficient or incorrect information presented in the RFI.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
REQUESTS FOR INFORMATION 01 26 13-2
D. Requested Information: Contractor shall carefully examine the Contract Documents to ensure that information sufficient for interpretation of requirements of the Contract Documents is not included. RFIs that request interpretation of requirements clearly indicated in the Contract Documents will be returned without interpretation.
1. In all cases in which RFIs are issued to request clarification of issues related to means, methods, techniques and sequences of construction, for example, pipe and duct routing, clearances, specific locations of Work shown diagrammatically, apparent interferences and similar items, the Contractor shall furnish all information required for the Owner’s Representative to analyze and/or understand the circumstances causing the RFI and prepare a clarification or direction as to how the Contractor shall proceed.
2. If information included with this type RFI by the Contractor is insufficient, the RFI will be returned unanswered.
E. Unacceptable Uses for RFIs: RFIs shall not be used for the following purposes:
1. To request approval of submittals (use procedure specified in Section 01 33 00 – Submittals Procedures).
2. To request approval of substitutions (refer to Section 01 60 00 – Product Requirements).
3. To request changes that entail change in Contract Time and Contract Sum (comply with provisions of the General Provisions of the Contract, as discussed in detail during pre - construction meeting).
4. To request different methods of performing Work than those indicated in the Contract Drawings and Specifications (comply with provisions of the General Provisions of the Contract).
F. Disputed Requirements: In the event the Contractor believes that a clarification by the Owner’s Representative results in additional cost or time, Contractor shall not proceed with the Work indicated by the RFI until authorized to proceed by the Construct ion Manager and claims, if any, are resolved in accordance with provisions in the General Provisions of the Contract.
G. RFI Log: Contractor shall prepare and maintain a log of RFIs, and at any time requested by the Owner’s Representative, the Contractor shall furnish copies of the log showing all outstanding RFIs.
H. Review Time: Owner’s Representative will return RFIs to Contractor within 1 to 2 working days of receipt. RFIs received after 12:00 noon shall be considered received on the next regular working day for the purpose of establishing the start of the response period.
PART 2 – PRODUCTS
Not Applicable to this Section.
PART 3 – EXECUTION
Not Applicable to this Section.
END OF SECTION 01 26 13
REQUEST FOR INFORMATION FORM
CONTRACTOR’S REQUEST FOR INFORMATION:
References in Contract Drawings and Specifications:
Drawing References: Detail Numbers _____________________________________________________________
Specification References: Section No. - Title: __________________________________________________________
Articles / Paragraphs: ______________________________________ Pages:____________________________
Comments: ___________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
Submitted by: (typed name) _____________________________________ Title: ____________________________
Signed: _____________________________________________________ Date: ____________________________
ARCHITECT'S INTERPRETATION OF CONTRACT DOCUMENTS
Date of Receipt: ________________________________________ Date of Response: ________________________
From:
To:
Response: ___________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
For Architect: Signed ___________________________________________ Date: ________________________
Name ____________________________________________ Title: ________________________
Attachments: ___________________________________________________________________________________ To:
From:
Request for Information (RFI) No. _________
Date: __________________________________
Refer to RFI procedures specified in Section 01
26 13 - Requests for Interpretation. This RFI,
when completed, is not authorization for
change to the Contract Documents. Changes to
the Contract Documents are authorized only by
properly executed Construction Change
Directive or Change Order.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
SUBMITTAL PROCEDURES 01 33 00-1
SECTION 01 33 00
SUBMITTAL PROCEDURES
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Administrative requirements for shop drawings, product data and samples submittals.
B. Administrative requirements for submittals reporting results of tests and inspections, during field Work.
C. Contractor's review of submittals.
D. Owner’s Representative’s review of submittals.
E. Reports of results of tests and inspections.
F. Requirements for deferred approvals.
G. Distribution of submittals after review.
1.2 RELATED SECTIONS
A. Section 01 26 00 – Contract Modification Procedures: Procedures for submitting documentation for Proposal Requests, Construction Change Directives and Change Orders.
B. Section 01 26 13 – Requests for Information: Procedures for submitting Requests for Information (RFIs).
C. Section 01 74 19 – Construction Waste Management and Disposal: Submittals for Construction and Demolition (C&D) Waste Estimate, Construction and Demolition (C&D) Waste Management Plan and Construction and Demolition (C&D) Waste Management Reports.
D. Section 01 60 00 – Product Requirements: Procedures for submitting requests for substitutions of materials, products, equipment, and systems.
E. Section 01 77 00 – Contract Closeout Procedures: Procedures for submitting lien and bonding company releases, keys, inspection records from authorities having jurisdiction and insurance documents.
F. Section 01 78 33 – Warranties and Bonds: Procedures for submitting warranty and guarantee documentation.
G. Section 01 78 39 – Project Record Documents: Procedures for submitting Record Drawings, Record Specifications, and Record Product Data.
H. Divisions 2 through 33 Sections: Procedures for specific submittals specified in those Sections to be made at Contract closeout.
1.3 DEFINITIONS
A. Action Submittals: Written and graphic information that requires responsive action by Construction Manager and Owner’s Representative or other responsible design professional.
B. Informational Submittals: Written information that does not require responsive action by Construction Manager and Owner’s Representative or other responsible design professional.
C. Unsolicited Submittals: Action or informational submittals not required by the Contract Documents or not requested by the reviewer. Unsolicited submittals may be returned with notation "not reviewed."
1.4 SUBMITTALS FOR REVIEW BY OWNER
A. Submittals for Review by Owner:
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
SUBMITTAL PROCEDURES 01 33 00-2
1. Submit the following for review by Owner and other responsible design professionals for all site amenities and when specified in Division 2 through 33 Specification Sections for review prior to acquisition and installation:
a. Product data.
b. Shop drawings.
c. Samples for selection.
d. Samples for verification.
2. Make submittals through Construction Manager to Owner or other responsible design professional for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents.
3. Samples will be reviewed only for aesthetic, color, or finish selection.
4. After review, provide copies and distribute submittals as specified below.
1.5 SUBMITTALS FOR INFORMATION
A. Submittals for Information : Submit the following for information and only for Construction Manager, Owner and other responsible design professionals when specified in Division 2 through 33 Specification Sections:
1. Design data.
2. Certificates.
3. Test reports.
4. Inspection reports.
5. Manufacturer's instructions.
6. Manufacturer's field reports.
7. Other types specified.
B. Limitation of Review: Submittals for information shall be made to inform Construction Manager, as Contract administrator, and for Owner’s Representative's information. No review action will be taken.
1.6 SUBMITTALS FOR CONTRACT CLOSEOUT
A. Submittals for Contract Closeout: Refer to Section 01 77 00 – Contract Closeout Procedures.
Submittals shall include but not be limited to those specified in Division 2 through 33 Specification Sections.
1. Project record documents.
2. Operation and maintenance data.
3. Warranties.
4. Bonds.
5. Unconditional Lien Waivers.
6. Keys, tools, and extra materials.
7. Other types as specified.
1.7 ADMINISTRATIVE REQUIREMENTS
A. Submission:
1. Include with each submittal a Letter of Transmittal, AIA Document G810 or other form containing substantially the same information, as acceptable to Owner.
2. Deliver submittals to Owner’s Representative at Owner’s Representative’s business address.
3. Schedule submittals to expedite the Project and coordinate submission of related items.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
SUBMITTAL PROCEDURES 01 33 00-3
B. Submittal Preparation: Sequentially number each submittal on the Transmittal Form. Provide space for Contractor and Owner’s Representative review stamps. Revise submittals with original number and a sequential alphabetic suffix. Identify:
1. Project.
2. Contractor, Subcontractor, and supplier, as applicable.
3. Pertinent Drawing and detail number, and Specification Section and Title, as appropriate, on each copy.
4. Variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work.
5. When revised for resubmission, identify all changes made since previous submission.
6. Copies, documents for review:
a. Small Size Sheets, Not Larger Than 8 1/2 x 11 inches (215 x 280 mm): Submit in Adobe Acrobat Portable Document Format (PDF), with file capable of revision with review comments of responsible design professional. Contractor shall make copies of reviewed submittals as necessary.
b. Larger Sheets, Not Larger Than 36 x 48 inches (910 x 1220 mm): Submit one printed copy and one reproducible transparency. With Owner’s Representative's written permission, large sheets may be submitted in Acrobat Portable Document Format (PDF), with file capable of revision with review comments of responsible design professional. Contractor shall make copies of reviewed submittals as necessary.
7. Documents for Information: Submit three copies only.
8. Documents for Contract Closeout: Make one reproduction of submittal originally reviewed.
Submit one extra of submittals for archiving and future use by City.
C. Contractor's Review: Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents.
D. Owner’s Representative Review Action: Owner’s Representative will not review submittals that do not bear Contractor's approval stamp and will return them without action. Owner’s Representative and, as applicable, Owner’s Representative responsible consul tant, will review each submittal, make marks to indicate corrections or modifications required, and return it.
1. After review, Owner’s Representative will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken.
2. For each submittal for review, allow 10 working days excluding delivery time from and to Contractor.
E. Unsolicited Submittals : If not required by Contract Documents or requested by Owner’s Representative, unsolicited submittals will not be recognized or processed, and will be returned to Contractor unreviewed.
F. Distribution: Owner’s Representative will transmit reviewed submittals to Contractor for further action. Submittals with completed review actions shall be distributed by Contractor as appropriate.
1.8 PRODUCT DATA SUBMITTALS
A. Product Data Submittals: Collect information into 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.
3. Include the following information, as applicable:
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
SUBMITTAL PROCEDURES 01 33 00-4
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. Printed performance curves.
g. Operational range diagrams.
h. Standard product operation and maintenance manuals.
i. Compliance with specified referenced standards.
j. Notation of coordination requirements.
4. Submit Product Data before or concurrent with Shop Drawings and Samples.
1.9 SHOP DRAWING SUBMITTALS
A. Shop Drawing Submittals: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal of Owner’s Representative's CAD Drawings are otherwise permitted.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Dimensions.
b. Identification of products.
c. Fabrication and installation drawings.
d. Wiring diagrams showing field -installed wiring, including power, signal, and control wiring.
e.
f. Templates and patterns.
g. Schedules.
h. Compliance with specified standards.
i. Notation of coordination requirements.
j. 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 (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm).
3. Submit Shop Drawings concurrent with Product Data and Samples.
1.10 PRODUCT DATA SUBMITTALS
A. Samples: Submit the number specified in individual specification Sections; one of which will be retained by Owner’s Representative.
1. After review, produce duplicates.
2. Retained samples will not be returned to Contractor unless specifically so stated.
1.11 CONTRACT CLOSEOUT SUBMITTALS
A. Documents Submitted at Contract Closeout: Make one reproduction of submittal originally
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
SUBMITTAL PROCEDURES 01 33 00-5
reviewed. Submit one extra of submittals for information. Refer to additional requirements specified in Section 01 77 00 – Contract Closeout Procedures.
PART 2 – PRODUCTS
Not Applicable to this Section.
PART 3 – EXECUTION
Not Applicable to this Section.
END OF SECTION 01 33 00
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
QUALITY CONTROL 01 45 00-1
SECTION 01 45 00
QUALITY CONTROL
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Regulatory requirements for testing and inspection.
B. Quality of the Work.
C. Contractor's quality control.
D. Inspections and tests, including those by authorities having jurisdiction, independent testing and inspection agency or agencies, serving utilities and product manufacturers.
E. Contractor's responsibilities for observations, inspections, and tests.
1.2 RELATED SECTIONS
A. Section 01 33 00 – Submittal Procedures: Administrative requirements for submission of results of tests and inspections.
B. Section 01 60 00 – Product Requirements: Product options, substitutions, transportation and handling requirements, storage and protection requirements, and system completeness requirements.
1.3 REGULATORY REQUIREMENTS FOR TESTING AND INSPECTION – NOT USED
1.4 QUALITY OF THE WORK
A. Quality of Products: Unless otherwise indicated or specified, all products shall be new, free of defects and fit for the intended use.
B. Quality of Installation: All Work shall be produced plumb, level, square and true, or true to indicated angle, and with proper alignment and relationship between the various elements.
C. Protection of Existing and Completed Work: Contractor shall take all measures necessary to preserve and protect existing and completed Work free from damage, deterioration, soiling and staining, until acceptance of the Work by Owner’s Representative through Construction Manager.
D. Standards and Code Compliance and Manufacturer's Instructions and Recommendations: Unless more stringent requirements are indicated or specified, comply with manufacturer's instructions and recommendations, reference standards and building code research r eport requirements in preparing, fabricating, erecting, installing, applying, connecting, and finishing Work.
E. Deviations from Standards and Code Compliance and Manufacturer's Instructions and Recommendations: Document and explain all deviations from reference standards and building code research report requirements and manufacturer's product installation instruct ions and recommendations, including acknowledgement by the manufacturer that such deviations are acceptable and appropriate for the Project.
1.5 CONTRACTOR'S QUALITY CONTROL
A. Contractor's Qualifications: Contractor and all subcontractors shall be licensed by State of California, Contractors License Board, to perform Work required by the Contract Documents. In
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
QUALITY CONTROL 01 45 00-2
addition, current specialty certifications, approvals and licenses of building product manufacturers shall be held by those performing the Work, as applicable.
1. Contractor shall employ highly skilled and trained craftpersons together with such other employees as required by applicable laws, rules, and ordinances.
2. Each craft shall be under constant supervision by qualified foreman or other designated supervisor to ensure that Work performed is of highest quality.
B. Contractor's Quality Control: Contractor shall ensure that products, services, workmanship, and site conditions comply with requirements of the Drawings and Specifications by coordinating, supervising, testing, and inspecting the Work and by utilizing only suitably qualified personnel.
C. Quality Requirements:
1. Work shall be accomplished in accordance with quality requirements of the Contract Drawings and Contract Specifications, including, by reference, all Codes, laws, rules, regulations, and standards.
2. When no quality basis is prescribed, the quality shall be in accordance with the best accepted practices of the construction industry for the locale of the Project, for similar projects and in compliance with applicable Codes, laws, rules, and regulations of authorities having jurisdiction.
D. Quality Control Personnel: Contractor shall employ and assign knowledgeable and skilled personnel as necessary to perform quality control functions to ensure that the Work is provided as required.
E. Coordination of Field Quality Control: Contractor shall coordinate and schedule with Construction Manager quality assurance activities of Testing Laboratory and inspectors from authorities having jurisdiction.
F. Verification of Quality: Work shall be subject to Review and Approval by Design Team Members (i.e. Landscape Architect, Engineers, Construction Manager, and other responsible design professionals, Testing Laboratory, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers, in accordance with provisions of the General Provisions of the Contract and requirements of product manufacturers.
1. Contractor shall cooperate by making Work available for observation, inspection, and testing by designated representatives of Construction Manager, Owner’s Representative, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers.
2. Such verification may include observation, inspection and testing at mill, plant, shop, or project site locations where products for the Work are manufactured, fabricated, or assembled.
3. Contractor shall provide access and facilities for verification of quality by Construction Manager, Owner’s Representative, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers. See additional requirements specified herein in A rticle 1.12 titled "CONTRACTOR'S RESPONSIBILITIES FOR OBSERVATIONS, INSPECTIONS AND TESTS."
4. Contractor shall provide all information and assistance necessary for verification of quality, including that by and from subcontractors, fabricators, materials suppliers, manufacturers, installers, applicators, and others performing Work.
5. Contract modifications, if any, resulting from such verification activities shall be governed by applicable provisions in the General Provisions of the Contract.
6. Contractor shall notify Construction Manager in writing within 10 days of completion of work installed by Owner’s Representative under separate contract of any defects or discrepancies that will cause delay or cost to the Contract. Failure to notify the C onstruction Manager in writing shall constitute acceptance of the work as complying with the Contract and coordinated with Contractor's interface and work to be completed.
7. Prior to expiration of guaranty period provided under the Contract, Owner’s Representative may exercise its right to reinspection.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
QUALITY CONTROL 01 45 00-3
a. If a determination is made to hold such an inspection, Construction Manager will schedule inspection in conjunction with Contractor.
b. At a minimum, Contractor's authorized representative and Construction Manager shall participate in reinspection.
c. Discrepancies noted during reinspection, except normal wear and tear, normal weathering and abuse shall be corrected by Contractor at no cost to Owner. Such repairs shall be made promptly and to satisfaction of Construction Manager.
8. All reviews (re -inspections) required of Design Team members due to contractor or his subcontractors that are found to be deficient as the result of not being fully prepared or in non-conformance with the Construction Documents shall be back charged to the contractor.
The back charge amount shall include all associated fees based on time, material, and travel expenses of those Design Team members involved with deficient or non-conforming reviews.
This back charge shall be paid in-full be the contractor and received by RJM Design Group, Inc. prior to Design Team member’s attendance at any future reviews (re-inspections).
G. Observations by Construction Manager, Owner’s Representative and Owner’s Representative's Consultants:
1. Periodic and occasional observations of Work in progress will be made by Construction Manager, Owner’s Representative, and Owner’s Representative's consultants as determined necessary to review progress of Work and general conformance with design intent.
2. Continuous inspection will be made by Project Inspector and the independent Testing Laboratory engaged by Owner’s Representative.
H. Limitations on Inspection, Test and Observations: Employment of Project Inspector, independent Testing Laboratory and observations by Construction Manager, Owner’s Representative and other responsible design consultants shall in no way relieve Contractor of duties and responsibilities to perform Work in full conformance to all requirements of Contract Documents and applicable Building Code and other regulatory requirements.
I. Non-Conforming Work:
1. Correction of Non -Conforming Work: Non -conforming Work shall be modified, replaced, repaired, or redone by the Contractor at no change in Contract Sum or Contract Time.
2. Rejection of Non-Conforming Work: Owner’s Representative through Construction Manager reserves the right to reject all Work not in conformance to the requirements of the Drawings and Specifications.
3. Acceptance of Non-Conforming Work: Acceptance of non-conforming Work, without specific written acknowledgement and approval of the Construction Manager and, as applicable, authorities having jurisdiction, shall not relieve the Contractor of the obligation to correct such Work.
4. Contract Adjustment for Non -conforming Work: Should Owner’s Representative through Construction Manager determine that it is not feasible or in Owner's Representative interest to require non-conforming Work to be repaired or replaced, and should non-conforming Work not be in conflict with the requirements of authorities having jurisdiction, an equitable reduction in Contract Sum shall be made by agreement between Owner’s Representative and Contractor. If equitable amount cannot be agreed upon, a Construction Change Directive will be issued and the amount in dispute resolved in accordance with applicable provisions of the General Provisions of the Contract.
5. Non-Responsibility for Non -Conforming Work : Owner’s Representative and Owner’s Representative's consultants disclaim any and all responsibility for Work not produced in full conformance with the Contract Documents and the requirements of Authority Having Jurisdiction (AHJ).
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
QUALITY CONTROL 01 45 00-4
1.6 INSPECTIONS AND TESTS BY AUTHORITIES HAVING JURISDICTION
A. Contractor's Assistance: Contractor shall assist in all tests and inspections required by authorities having jurisdiction over the Work under this Contract, including those required by Authority Having Jurisdiction (AHJ), including Owner’s Representative, Orange County Fire Authority (OCFA), Orange County Health Department, County of Orange/ Orange County (OC) Parks, California Department of Fish & Game, Santa Ana Water Quality Control Board (SARWQCB) where applicable, San Diego Regional Water Quality Control Board (SDRWQCB) where applicable and similar authorities having jurisdiction. Such assistance shal l include notification of the Construction Manager and Project Inspector when the Work is ready for inspection or re-inspection.
1.7 INSPECTIONS BY OWNER’S REPRESENTATIVE
A. Access to the Work: On behalf of the Owner’s Representative, Construction Manager and Project Inspector shall have access at all times for the purpose of inspection of the Work, including access to offsite shops and other fabrication and mixing facilities where the Work is in preparation.
Contractor shall at all times maintain proper facilities and provide safe access for such inspection.
1. Should it be considered necessary or advisable by the Construction Manager, at any time before final acceptance of the entire Work, to make an examination of the Work already completed, by removing or tearing out the same, the Contractor shall on request p romptly furnish all necessary facilities, labor, and materials.
2. If such Work is found to be defective, in any respect, due to the fault of the Contractor or Contractor's subcontractor, Contractor shall defray all expenses of such examinations and of satisfactory reconstruction. If, however, such Work is found to meet the requirements of the Contract, the additional cost of labor and material necessarily involved in the examination and replacement shall be allowed the Contractor.
B. Rejection of Work by Owner’s Representative: Owner’s Representative, through Construction Manager, shall have the right to reject materials and workmanship which are defective or non - conforming, or to require their correction.
1. Rejected workmanship shall be satisfactorily corrected and rejected materials shall be removed from the premises without charge to the Owner.
2. If the Contractor does not correct such rejected Work within a reasonable time, fixed by written notice, the Owner may repair or replace defective and non -conforming Work and charge the expense to the Contractor.
1.8 INSPECTIONS BY OWNER'S PROJECT INSPECTOR
A. Inspections by Owner's Project Inspector: Owner will employ a fulltime Project Inspector. Project Inspector shall be certified and approved by Authority Having Jurisdiction (AHJ).
1. The Work of construction in all stages of progress shall be subject to the personal, continuous observation of the Project Inspector. Contractor shall provide free and safe access to any and all parts of the Work at all times.
2. Contractor shall furnish to the Project Inspector reasonable facilities for obtaining such information as may be necessary to keep the Project Inspector fully informed respecting progress and manner of the Work and the character of the materials.
3. Inspection of the Work by the Project Inspector shall not relieve the Contractor of any obligation to fulfill the Contract.
1.9 INSPECTIONS BY INDEPENDENT TESTING LABORATORY
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
QUALITY CONTROL 01 45 00-5
A. Inspections by Independent Testing Laboratory:
1. Owner will select, employ, and pay for an independent Testing Laboratory, licensed, certified, and approved by Authority Having Jurisdiction (AHJ). Testing Laboratory will conduct tests and inspections as indicated on Drawings, in Specifications and as re quired by Authority Having Jurisdiction (AHJ).
2. Testing Laboratory shall be licensed to conduct testing and inspection operations and services in the State of California. Testing Laboratory services for this project shall be supervised by Civil Engineer licensed to practice in the State of California, who shall certify and sign all reports.
B. Responsibilities of Independent Testing and Inspection Agency (Testing Laboratory):
1. Testing Laboratory shall provide qualified personnel at the project site and other locations where Work of the Contract is performed.
2. Testing Laboratory shall cooperate with Construction Manager, Landscape Architect, and Contractor when performing testing and inspection services.
3. Testing Laboratory shall perform observations, inspections, sampling, and testing of products in compliance with requirements of the Contract Documents and Authority Having Jurisdiction (AHJ).
4. Testing Laboratory shall determine whether materials, mixes, products, application and installation procedures, characteristics of completed Work comply with requirements of the Contract Documents.
5. Contractor shall pay for the following:
a. Mileage and travel time for quality control services by Testing Laboratory when travel of more than 50 miles from the project site is required.
b. Overtime pay for personnel of Testing Laboratory when observations, inspections or tests are required after normal, established working hours.
c. All costs for repeated observations, reinspection or retesting by Testing Laboratory due to non-conforming Work.
d. Owner will deduct such costs from the final payment (or funds due and payable) under the Contract. Contract Sum will be adjusted accordingly by Change Order.
6. Contractor shall make the Work in all stages of progress available for personal and continuous observation by the Testing Laboratory.
a. Testing Laboratory shall have free access to any and all parts of the Work at all times. b. Contractor shall provide the Testing Laboratory with reasonable facilities for Testing Laboratory to obtain such information as Testing Laboratory determines is necessary for Testing Laboratory to be kept fully informed of the progress and manner of performance of the Work and character of products, according to Testing Laboratory's duties and responsibilities.
c. Observation and inspection of the Work by Testing Laboratory shall not relieve Contractor from any obligation to fulfill the requirements of the Contract.
C. Submission of Reports: Testing Laboratory will promptly submit one copy of each report of observations, inspections, sampling, and testing to the following:
1. Construction Manager.
2. Contractor.
3. Project Inspector.
4. Owner’s Representative.
5. Owner’s Representative’s consultant (design professional of record), as appropriate to the Work: Structural engineer, mechanical engineer, and electrical engineer.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
QUALITY CONTROL 01 45 00-6
6. Authority Having Jurisdiction (AHJ).
1.10 INSPECTIONS AND TESTS BY SERVING UTILITIES – NOT USED
1.11 INSPECTIONS AND TESTS BY PRODUCT MANUFACTURERS
A. Inspections and Tests by Product Manufacturers:
1. Contractor shall cause all tests and inspections specified or required to be conducted by product manufacturers or authorized representatives of product manufacturers to be made.
2. Additionally, Contractor shall cause all tests and inspections required by product manufacturers or installer/applicator as conditions of guarantee, warranty, or certification of Work to be made, the cost of which shall be included in the Contract Sum. Provide reports in format and with content comparable to that specified under Article titled "INSPECTIONS BY INDEPENDENT TESTING LABORATORY."
B. Reports of Inspections and Tests by Product Manufacturers: Contractor shall provide reports in format and with content comparable to that specified under Article titled "INSPECTIONS BY INDEPENDENT TESTING LABORATORY."
1.12 CONTRACTOR'S RESPONSIBILITIES FOR OBSERVATIONS, INSPECTIONS AND TESTS A. Contractor's Responsibilities for Observations, Inspections and Tests:
1. Contractor shall notify Testing Laboratory, Project Inspector, and product manufacturer, as applicable, 48 hours in advance of expected time for operations requiring inspection and testing services.
2. Contractor shall deliver to Testing Laboratory or designated location, adequate samples of materials proposed to be used which require advance testing, together with proposed mix designs.
3. Contractor shall cooperate with Construction Manager, Owner’s Representative, and Owner’s Representative's consultants, as applicable, Testing Laboratory, Project Inspector, and product manufacturer in the conduct of inspections and tests. Contractor shall provide access to Work areas and off -site fabrication and assembly locations, including during weekends and after normal work hours.
4. Contractor shall provide incidental labor and facilities as necessary to ensure safe access to Work to be tested and inspected, to obtain and handle samples at the Project site or at source of products to be tested, and to store and cure test samples.
5. Contractor shall provide, at least 15 days in advance of first test or inspection of each type, a schedule of tests or inspections indicating types of tests or inspections and their scheduled dates.
B. Additional Tests: Costs for additional tests, inspections, and related services, due to the following, shall be reimbursed to Owner by Contractor and no change in Contract Time shall result.
1. Failure to properly schedule or notify Testing Laboratory, Project Inspector or other responsible testing and inspection agency, manufacturer and authorities having jurisdiction.
2. Changes in sources, lots, or suppliers of products after original tests or inspections.
3. Changes in means, methods, techniques, sequences, and procedures of construction which necessitate additional observation, inspection, testing, sampling, and related services.
4. Changes in mix designs, such as those for concrete, mortar, and plaster, after review and acceptance of submitted mix design.
5. Re-testing caused by a failed test or inspection.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
QUALITY CONTROL 01 45 00-7
PART 2 – PRODUCTS
Not applicable to this Section.
PART 3 – EXECUTION
Not applicable to this Section.
END OF SECTION 01 45 00
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
VEHICULAR ACCESS AND PARKING 01 55 00-1
SECTION 01 55 00
VEHICULAR ACCESS AND PARKING
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Requirements for vehicular access to Work areas.
B. Requirements for construction parking.
1.2 RELATED SECTIONS
A. Section 01 10 00 – Summary of the Project: Contractor's use of site and premises.
B. Section 01 52 00 – Construction Facilities: Coordination of access to field offices and sheds.
C. Section 01 55 29 – Construction Staging Areas: Layout of construction staging area, including locations for vehicular access and construction parking.
D. Section 01 56 00 – Temporary Barriers and Enclosures: Requirements for temporary construction barriers, enclosures, and passageways, appliable to construction parking areas.
E. Section 01 58 00 – Project Identification: Directional and informational signage.
F. Section 01 57 00 – Temporary Controls: Storm water pollution prevention measures; video record of existing conditions to be used to determine restoration Work.
G. Section 01 74 00 – Cleaning and Waste Management: Cleaning during construction and final cleaning.
1.3 PROTECTION OF EXISTING CONDITIONS
A. Protection of Adjacent Facilities: Contractor shall restrict Work to limits indicated on the Drawings and as specified in Section 01 10 00 – Summary of the Project. Protect existing, adjacent facilities from damage, including soiling and debris accumulation.
1.4 SITE ACCESS
A. Site Access: Use of designated existing streets and driveways for construction traffic is permitted.
Contractor shall prepare a haul route plan and obtain approval from Owner prior to site mobilization. Review access routes with Construction Manager and comply with Construction Manager's directions.
1. Tracked vehicles shall not use paved areas.
2. Provide unimpeded access for emergency vehicles. Maintain 20 foot (6 m) width driveways with turning space between and around combustible materials.
3. Provide and maintain access to fire hydrants free of obstructions.
4. Clean and restore paving and other site features after construction use.
B. Traffic Control:
1. Contractor shall comply with all traffic regulations, including speed limits. Contractor shall pay all parking and traffic fines.
2. Employ trained and equipped flag persons to regulate traffic when construction operations or traffic encroach on vehicular and pedestrian traffic lanes. Comply with regulations of authorities having jurisdiction.
3. Provide signage, cones, and other suitable devices to direct traffic. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
VEHICULAR ACCESS AND PARKING 01 55 00-2
1.5 TRAFFIC SIGNS AND SIGNALS
A. Traffic Signs and Signals: Provide temporary signs and signals as required by Authorities Having Jurisdiction. Relocate signs and signals as necessary during construction.
1.6 CONSTRUCTION PARKING
A. Construction Parking: General parking is provided along the street. Contractor shall not use High School or Aquatic Center off stree parking.
PART 2 – PRODUCTS
Not applicable to this Section.
PART 3 – EXECUTION
3.1 MAINTENANCE OF PARKING AND ACCESS ROADS
A. Cleaning of Roadways and Parking Areas: Keep public and private rights-of-way and parking areas clear of construction-caused soiling, dust, and debris, especially debris hazardous to vehicle tires.
Perform cleaning as frequently as necessary. Coordinate with requirements specified in Section 01 57 00 – Temporary Controls and Section 01 74 00 – Cleaning and Waste Management.
END OF SECTION 01 55 00
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
TEMPORARY CONTROLS 01 57 00-1
SECTION 01 57 00
TEMPORARY CONTROLS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Protection of existing conditions, including video record of existing conditions.
B. Life safety and fire protection.
C. Security.
D. Protection of installed Work.
1.2 RELATED SECTIONS
A. Section 01 10 00 – Summary of the Project: Contractor's use of site and premises.
B. Section 01 55 00 – Vehicular Access and Parking: Vehicle access and parking control at Work areas.
C. Section 01 74 00 – Construction Waste Management and Disposal: Control of construction and demolition waste.
1.3 CODES AND REGULATIONS
A. Fire Regulations: Comply with requirements of fire authorities having jurisdiction, including California Fire Code (CFC) Article 87 during performance of the Work.
B. Safety Regulations: Contractor shall be solely responsible for jobsite safety. Minimum requirements shall include the following.
1. Comply with requirements of all applicable Federal, State, and local safety rules and regulations.
2. Comply with requirements in handbook provided under separate cover by Construction Manager.
Barricades and Barriers: As required by authorities having jurisdiction, provide substantial barriers, guardrails, and enclosures around Work areas and adjacent to embankments and excavations for protection of workers and the public.
1.4 PROTECTION OF EXISTING CONDITIONS
A. Protection of Adjacent Facilities: Contractor shall restrict Work to limits indicated on the Drawings and as specified in Section 01 10 00 – Summary of the Project. Protect existing, adjacent facilities from damage, including soiling and debris accumulation.
B. Video Record of Existing Conditions: Contractor shall produce video record of all existing conditions within and adjacent to Project area.
1. Video record shall made on digital video , with sound to record comments to identify locations and describe conditions.
2. Construction Manager will accompany Contractor during recording of existing conditions but will not direct recording process.
3. Video shall record state of existing features, including but not limited to:
a. Paving.
b. Landscaping.
c. Building surfaces.
d. Utilities.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
TEMPORARY CONTROLS 01 57 00-2
e. Lighting standards, fencing, signage, and other site appurtenances.
4. Contractor shall retain one copy and deliver one copy of video record to Construction Manager via flash disk, email, cloud platform, or other digital management system utilized for the project.
5. Video record shall be used to verify restoration of existing conditions after completion of construction activities.
6. Existing feature not recorded shall be restored as directed by Construction Manager, including reconstruction, and refinishing as determined necessary by Construction Manager.
1.5 FIRE PROTECTION
A. Fire Protection Responsibility: Protection of Project from fire shall be Contractor's responsibility.
B. Fire Protection Provisions, General: Maintain, at a minimum, the Work in conditions to minimize fire hazards and provide adequate fire protection devices, such as suitable fire extinguishers, blankets, warning signs and storage containers.
1. Store combustible materials in containers in fire safe locations.
2. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas.
3. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition.
C. Special Fire Protection Provisions: During hazardous construction activities, maintain adequate fire protection devices immediately available for use at the location of such activities.
D. Fire Protection Equipment: Until fire protection is provided by permanent fire protection systems and equipment, install, and maintain temporary fire protection equipment as necessary to protect against ignition and spread of fires. Comply with NFPA 10 " Standard for Portable Extinguishers" and NFPA 241 "Standard for Safeguarding Construction, Alteration and Demolition Operations." E. Temporary Fire Sprinkler Provisions: Where existing fire sprinkler system is affected by demolition and re -construction activities, provide either temporary fire protection measures acceptable to authorities having jurisdiction or modify existing system a s necessary to maintain fire protection.
Include extensions and additions to standpipe system, for Fire Department connections. Comply with California Fire Code (CFC) Article 87 or latest version during all phases of the Work.
F. Fire Extinguishers for Protection During Construction : Comply with NFPA 10 and 241 for classification, extinguishing agent and size required by location and class of fire exposure.
1. Provide hand carried, portable UL rated, Class "A" fire extinguishers for temporary offices and similar spaces.
2. In other locations, provide hand carried, portable, UL rated, Class "ABC" dry chemical extinguishers, or a combination of extinguishers of NFPA recommended classes for the exposures.
G. Installation of Fire Extinguishers for Protection During Construction: Locate fire extinguishers in field offices, storage sheds, tool houses, other temporary buildings and throughout the Work site.
Comply with directions of Fire Marshal having jurisdiction.
1. In the area under construction, provide at least one fire extinguisher for each 5,000 square feet of building floor area.
2. Locate fire extinguishers no greater than 100 feet travel distance apart.
1.6 SECURITY
A. Security Responsibility: Security of the Project area shall be solely the Contractor's responsibility
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
TEMPORARY CONTROLS 01 57 00-3
until completion of the Work.
B. Security Provisions, General: Provide security program and facilities to protect Work from unauthorized entry, vandalism, and theft.
C. Guard Service: At Contractor's discretion, employ guards to protect the site after working hours.
1.7 EROSION AND SEDIMENTATION CONTROL – NOT USED
PART 2 – PRODUCTS
Not Applicable to this Section.
PART 3 – EXECUTION
Not Applicable to this Section.
END OF SECTION 01 57 00
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PRODUCT REQUIREMENTS AND SUBSTITUTION REQUEST FORM 01 60 00 - 1 SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. General requirements for products used for the Work, including:
1. General characteristics of products.
2. Product options.
3. Substitutions.
4. System completeness.
5. Transportation and handling requirements.
6. Storage and protection of products.
7. Installation of products.
1.2 RELATED SECTIONS
A. Section 01 33 00 – Submittal Procedures: Requirements applicable to submittals for "or equal" and substitute products.
1.3 GENERAL PRODUCT REQUIREMENTS
A. Products, General: Items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock, and include materials, equipment, assemblies, fabrications, and systems.
1. Named Products: Items identified by manufacturer's product name, including make or model designations indicated in the manufacturer's published product data.
2. Materials: Products that are mixed, finished, refined, processed, or installed to form a part of the Work.
B. Specific Product Requirements: Refer to requirements of Section 01 45 00 – Quality Control and individual product Specifications Sections in Divisions 2 through 33 for specific requirements for products.
C. Minimum Requirements: Specified requirements for products are minimum requirements. Refer to general requirements for quality of the Work specified in Section 01 45 00 – Quality Control and elsewhere herein.
D. Product Selection: Provide products that fully comply with the Contract Documents, are undamaged and unused at installation. Comply with additional requirements specified herein in Article titled "PRODUCT OPTIONS".
E. Standard Products: Where specific products are not specified, provide standard products of types and kinds that are suitable for the intended purposes and that are usually and customarily used on similar projects under similar conditions. Products shall be as selected by Contractor and subject to review and acceptance by Owner’s Representative.
F. Product Completeness: Provide products complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect. Comply with additional requirements specified herein i n Article titled "SYSTEM COMPLETENESS".
1.4 PRODUCT OPTIONS
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PRODUCT REQUIREMENTS AND SUBSTITUTION REQUEST FORM 01 60 00 - 2 A. Products Specified by Description: Where Specifications describe a product, listing characteristics required, with or without use of a brand name, provide a product that has the specified attributes and otherwise complies with specified requirements.
B. Comply with specified attributes related to sustainable design criteria. Products Specified by Performance Requirements: Where Specifications require compliance with performance requirements, provide product(s) that comply and are recommended by the manufacturer for the intended application. Verification of manufacturer's recommendations may be by product literature or by certification of performance from manufacturer.
1. Products Specified by Reference to Standards: Where Specifications require compliance with a standard, provided product shall fully comply with the standard specified. Comply with specified standards related sustainable design. Refer to Section 01 81 13 – Sustainable Design Requirements and requirements specified in individual product Sections in Divisions 2 through
33. C. Products Specified by Identification of Manufacturer and Product Name or Number:
1. "Specified Manufacturer": Provide the specified product(s) of the specified manufacturer. a. If only one manufacturer is specified, without "acceptable manufacturers" being identified, provide only the specified product(s) of the specified manufacturer. b. If the phrase "or equal" is stated or reference is made to the "or equal provision," products of other manufacturers may be provided if such products are equivalent to the specified product(s) of the specified manufacturer. Equivalence shall be demonstrat ed by submission of complete information in compliance with requirements specified herein under the Article titled "SUBSTITUTIONS."
c. Products identified as "Owner Standard" are only products acceptable. No substitutions will be considered.
2. "Acceptable Manufacturers": Product(s) of the named manufacturers, if equivalent to the specified product(s) of the specified manufacturer, will be acceptable in accordance with the requirements specified herein in the Article titled "SUBSTITUTIONS", exce pt considerations regarding changes in Contract Time and Contract Sum will be waived if no increase in Contract Time or Contract Sum results from use of such equivalent products.
3. Unnamed manufacturers: Products of unnamed manufacturers will be acceptable only as follows:
a. Unless specifically stated that substitutions will not be accepted or considered or that products are "Owner Standard," the phrase "or equal" shall be assumed to be included in the description of specified product(s). Equivalent products of unnamed manufa cturers will be considered in accordance with the "or equal" provision specified herein, below. b. If provided, products of unnamed manufacturers shall be subject to the requirements specified herein in the Article titled "SUBSTITUTIONS."
4. Quality basis: Specified product(s) of the specified manufacturer shall serve as the basis by which products by named acceptable manufacturers and products of unnamed manufacturers will be evaluated. Where characteristics of the specified product are des cribed, where performance characteristics are identified or where reference is made to industry standards, such characteristics are specified to facilitate evaluation of products by identifying attributes of the specified product(s) which must be met by proposed products.
D. Products Specified by Combination of Methods: Where products are specified by a combination of attributes, including manufacturer's name, product brand name, product catalog or identification number, industry reference standard, or description of product characteristics, provide products conforming to all specified attributes.
E. "Or Equal" Provision: Where the phrase "or equal" or the phrase "or approved equal" is included,
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PRODUCT REQUIREMENTS AND SUBSTITUTION REQUEST FORM 01 60 00 - 3 product(s) of unnamed manufacturer(s) may be provided as specified above in subparagraph titled "Unnamed manufacturers."
1. Products identified as "Owner Standard" are the only products acceptable. No substitutions will be considered for "Owner Standard" products.
2. The requirements specified herein in the Article titled "SUBSTITUTIONS" shall apply to products provided under the "or equal" provision except, if the proposed product(s) are determined to be equivalent to the specified product(s) of the specified manufact urer, the requirement specified for substitutions to result in a net reduction in Contract Time or Contract Sum will be waived.
3. Use of product(s) under the "or equal" provision shall not result in any delay in completion of the Work, including completion of portions of the Work for use by Owner or for work under separate contract by Owner.
4. Use of product(s) under the "or equal" provision shall not result in change in Contract Sum and Contract Time. Should additional costs be incurred, including costs for re-design and for fees for plancheck review and permit, costs shall be paid by Contractor with no change in Contract Sum and Contract Time.
5. Use of product(s) under the "or equal" provision shall not require substantial change in the intent of the design, in the opinion of the Owner’s Representative. The intent of the design shall include functional performance and aesthetic qualities. a. Should changes in dimensions, configurations, locations, and interfaces between products be necessary due to use of other than the specified products of the specified manufacturer, such changes shall be made by the Contractor, subject to review by the Owner’s Representative and, if applicable, approval by the Division of the State Architect (DSA), at no change in Contract Sum and Contract Time.
b. Refer to Section 01 26 00 – Contract Modification Procedures for requirements for approval of changes by Authority Having Jurisdiction (AHJ).
6. The determination of equivalence will be made by the Owner’s Representative and such determination shall be final.
F. Visual Matching: Where Specifications require matching a sample, the decision by the Owner’s Representative on whether a proposed product matches shall be final. Where no product visually matches but the product complies with other requirements, comply with provisions for substitutions for selection of a matching product in another category.
G. Selection of Products: Where requirements include the phrase "as selected from manufacturer's standard colors, patterns and textures", or a similar phrase, selections of products will be made by indicated party or, if not indicated, by the Owner’s Represe ntative. The Owner’s Representative will select color, pattern, and texture from the product line of submitted manufacturer, if all other specified provisions are met.
1.5 SUBSTITUTIONS
A. See Section 01 25 00 Substitution Procedure.
1.6 SYSTEM COMPLETENESS
A. System Completeness:
1. The Contract Drawings and Specifications are not intended to be comprehensive directions on how to produce the Work. Rather, the Drawings and Specifications are instruments of service prepared to describe the design intent for the completed Work.
2. It is intended that all equipment, systems, and assemblies be complete and fully functional even though not fully described. Provide all products and operations necessary to achieve the
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PRODUCT REQUIREMENTS AND SUBSTITUTION REQUEST FORM 01 60 00 - 4 design intent described in the Contract Documents.
B. Omissions and Misdescriptions: Contractor shall report to Owner’s Representative immediately when elements essential to proper execution of the Work are discovered to be missing or misdescribed in the Drawings and Specifications or if the design intent is unclear.
1. Should an essential element be discovered as missing or misdescribed prior to receipt of Bids, an Addendum will be issued so that all costs may be accounted for in the Contract Sum.
2. Should an obvious omission or misdescription of a necessary element be discovered and reported after execution of the Agreement, Contractor shall provide the element as though fully and correctly described, and a no-cost Change Order shall be executed.
1.7 TRANSPORTATION, DELIVERY AND HANDLING
A. Transportation, Delivery and Handling, General: Comply with manufacturer's instructions and recommendations for transportation, delivery, and handling, in addition to the following.
B. Transportation: Transport products by methods to avoid product damage.
C. Delivery:
1. Schedule delivery to minimize long -term storage and prevent overcrowding construction spaces. Coordinate with installation to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.
2. Deliver products in undamaged condition in manufacturer's original sealed container or packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.
D. Handling:
1. Provide equipment and personnel to handle products by methods to prevent soiling, marring or other damage.
2. Promptly inspect products on delivery to ensure that products comply with contract documents, quantities are correct, and to ensure that products are undamaged and properly protected.
1.8 STORAGE AND PROTECTION
A. Storage and Protection, General: Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible.
1. Periodically inspect to ensure products are undamaged and are maintained under required conditions.
2. Products damaged by improper storage or protection shall be removed and replaced with new products at no change in Contract Sum or Contract Time.
3. Store sensitive products in weathertight enclosures.
B. Inspection Provisions: Arrange storage to provide access for inspection and measurement of quantity or counting of units.
C. Structural Considerations: Store heavy materials away from the structure in a manner that will not endanger supporting construction.
D. Weather-Resistant Storage:
1. Store moisture-sensitive products above ground, under cover in a weathertight enclosure or covered with an impervious sheet covering. Provide adequate ventilation to avoid condensation.
2. Maintain storage within temperature and humidity ranges required by manufacturer's instructions.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PRODUCT REQUIREMENTS AND SUBSTITUTION REQUEST FORM 01 60 00 - 5
3. For exterior storage of fabricated products, place products on raised blocks, pallets or other supports, above ground and in a manner to not create ponding or misdirection of runoff. place on sloped supports above ground.
4. Store loose granular materials on solid surfaces in a well -drained area. Prevent mixing with foreign matter.
E. Protection of Completed Work:
1. Provide barriers, substantial coverings, and notices to protect installed Work from traffic and subsequent construction operations.
2. Remove protective measures when no longer required and prior to Substantial Completion review of the Work.
PART 2 – PRODUCTS
Not Applicable to this Section.
PART 3 – EXECUTION
3.1 INSTALLATION OF PRODUCTS
A. Installation of Products:
1. Comply with manufacturer's instructions and recommendations for installation of products, except where more stringent requirements are specified, are necessary due to Project conditions or are required by authorities having jurisdiction.
2. Anchor each product securely in place, accurately located and aligned with other Work.
3. Clean exposed surfaces and provide protection to ensure freedom from damage and deterioration at time of Substantial Completion review. Refer to additional requirements specified in Section 01 74 00 – Cleaning and Waste Management.
END OF SECTION 01 60 00
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
EXAMINATION AND PREPARATION 01 71 00-1
SECTION 01 71 00
EXAMINATION AND PREPARATION
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Requirements for preparation prior to installing, applying, and placing products to determine acceptable conditions for the Work.
B. Layout of the Work and other engineering services necessary to accomplish the Work.
1.2 RELATED SECTIONS
A. Section 01 77 00 – Contract Closeout Procedures: Project record documents, including layout data.
B. Individual Division 2 through 33 Product Specification Sections : Specific requirements for preparation prior to performance of the Work.
1.3 LAYOUT OF WORK
Contractor: Contractor shall provide for proper layout performance of the Work.
PART 2 – PRODUCTS
Not Applicable to this Section.
PART 3 – EXECUTION
3.1 PREPARATION
A. Manufacturer's Requirements: Determine product manufacturer's requirements and recommendations prior to commencing Work.
B. Preparations: Perform preparation actions according to manufacturer's instructions and recommendations and according to specified procedures.
1. Perform surface preparation as necessary to create suitable substrates for application, installation, and placement of products.
2. Notify Construction Manager in writing of unsuitable conditions preventing proper performance of the Work.
C. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by fiel d measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.
D. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings.
E. Review of Contract Documents and Field Conditions: Immediately upon discovery of the need for clarification of the Contract Documents, submit a Request for Information (RFI) to Owner’s Representative. Include a detailed description of problem encountered , together with recommendations for changing the Contract Documents. Submit requests in accordance with requirements specified in Section 01 26 13 – Requests for Information (RFI), using form provide or as directed by Construction Manager.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
EXAMINATION AND PREPARATION 01 71 00-2
F. Verification of Construction Layout: Before proceeding to layout the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks, and locate survey reference points. If discrepancies are discovered, promp tly notify Construction Manager, Owner’s Representative, and Project Inspector.
3.2 FIELD ENGINEERING
A. Examination: Verify locations of survey control and reference points prior to starting Work.
Promptly notify Construction Manager, Owner’s Representative, and Project Inspector if discrepancies are discovered.
B. Survey Control and Reference Points: Contractor shall locate and protect survey control and reference points. Control datum for survey shall be as indicated on Civil Drawings.
1. Effective January 1, 1995, AB 1414 "Preservation of Survey Monumentation Compliance with Section 8771 of the Business and Professions Code" provides for the preservation of Survey Monuments in construction projects. This legislation mandates that, prior t o construction, monuments shall be referenced in the field and "Corner Records" shall be prepared for filing in the Office of the County Surveyor. These shall be performed prior to Contract Completion of the Work.
2. Comply with requirements of authorities having jurisdiction for survey monumentation preservation on capital improvement projects where monumentation points are present.
3. Contractor shall be responsible for preparing and submitting proper documentation to the Office of the County Surveyor in compliance with AB 1414.
4. Contract Completion and release of retainage shall be contingent upon obtaining documentation from Contractor's project surveyor or engineer that monuments have been set or restored and that Corner Records have been filed with and to the satisfaction of the County Surveyor.
5. All costs and actions necessary for compliance with AB 1414 shall be included in the Contract Sum and Contract Time.
3.3 SURVEYING AND FIELD ENGINEERING SERVICES – NOT USED
END OF SECTION 01 71 00
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
EXECUTION 01 73 00-1
SECTION 01 73 00
EXECUTION
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. General requirements for installing, applying, and placing products.
B. General requirements for correction of defective Work.
1.2 RELATED SECTIONS
A. See section 01 73 29 Cutting and Patching
B. Individual Division 2 through 33 Product Specification Sections: Specific requirements for installing, applying, and placing products.
1.3 EXECUTION
A. Manufacturer's Requirements: Determine product manufacturer's requirements and recommendations prior to commencing Work.
B. Execution: Perform installation, application, and placement actions according to manufacturer's instructions and recommendations and according to specified procedures.
1. Perform surface preparation as necessary to create suitable substrates for application, installation, and placement of products.
2. Notify Construction Manager in writing of unsuitable conditions preventing proper performance of the Work.
PART 2 – PRODUCTS
Not Applicable to this Section.
PART 3 – EXECUTION
3.1 INSTALLATION, APPLICATION AND PLACEMENT OF PRODUCTS A. Manufacturer's Instructions : Comply with manufacturer's written instructions and recommendations for installing, applying, placing, and finishing products.
B. Installation, Application and Placement, General : Locate the Work and components of the Work accurately, in correct alignment, orientation and elevation, as indicated.
1. Make vertical work plumb and make horizontal work level.
2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement.
3. Install products at the time and under conditions that will ensure the best possible results.
Maintain conditions required for product performance until acceptance of the Work.
4. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.
C. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.
D. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work.
1. Mounting Heights: Where mounting heights are not indicated, mount components at heights
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
EXECUTION 01 73 00-2
directed by Owner’s Representative.
2. Allow for thermal expansion and contraction.
E. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.
F. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.
G. Cleaning: Comply with requirements specified in Section 01 74 00 – Cleaning Requirements. See individual product Specifications Sections for specific cleaning procedures to be performed.
H. Protection: Provide barriers, covers and other protective devices as recommended by manufacturer.
1. Comply with manufacturer's written instructions for temperature and relative humidity.
2. See individual product Specifications Sections for specific protective measures to be provided.
I. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.
3.2 OWNER-INSTALLED PRODUCTS
A. Site Access: Provide access to Project site for Owner's construction forces and those performing work for Owner under separate contracts. Coordinate with requirements specified in Section 01 55 00 – Vehicular Access and Parking.
B. Coordination: Coordinate construction and operations of the Work with work performed by Owner by separate contract or with Owner's construction forces.
1. Construction schedule: Inform Construction Manager of Contractor's preferred construction schedule for Owner-installed work. Adjust construction schedule based on a mutually agreeable timetable. Notify Construction Manager if changes to schedule are required due to differences in actual construction progress.
2. Pre-installation and coordination conferences: Include Owner's construction forces at pre - installation and coordination conferences covering portions of the Work that are to receive Owner-installed work. Attend preinstallation conferences conducted by Owner's construction forces if portions of the Work depend on Owner-installed products.
3.3 CORRECTION OF THE WORK
A. Correction of the Work, General: Repair or remove and replace defective construction. Restore damaged substrates and finishes to match original and new surrounding construction.
1. Repairing shall include replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.
2. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair.
3. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired.
4. Remove and replace chipped, scratched, and broken glass.
B. Restoration of Existing Conditions: Restore permanent facilities used during construction to their original condition or to match new construction.
END OF SECTION 01 73 00
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
CUTTING AND PATCHING 01 73 29-1
SECTION 01 73 29
CUTTING AND PATCHING
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Requirements and limitations for cutting and patching of Work.
1.2 RELATED SECTIONS
A. Section 01 10 00 – Summary of the Project: Work by Owner or by separate contractors performing work for Owner.
B. Individual product Specification Sections:
1. Cutting and patching incidental to Work specified in the Section.
2. Coordination with Work specified in other Sections for openings required to accommodate Work specified in those other Sections.
1.3 SUBMITTALS
A. Written Requests for Cutting and Alteration:
1. Submit written request in advance of cutting or alteration which affects:
a. Structural integrity of any element of new or existing construction. b. Integrity of weather-exposed or moisture-resistant elements. c. Efficiency, maintenance, or safety of operational elements. d. Visual qualities of elements exposed to view in the completed construction. e. Work of Owner or by others under separate contract with Owner. f. Existing construction not otherwise indicated to be revised by Work under the Contract.
2. Include in requests for cutting and alteration:
a. Identification of Project.
b. Location and description of affected Work. Include shop drawings as necessary to identify locations and communicate descriptions.
c. Explanation of necessity for cutting and patching.
d. Description of proposed Work and products to be used. e. Alternatives to cutting and patching.
f. Effect on existing construction.
g. Effect on work by Owner or by separate contractors performing work for Owner.
3. Include written evidence that those performing work under separate contract for Owner have been notified and acknowledge that cutting and patching work will be occurring. Include written permission for intended cutting and patching, included scheduled times.
4. Indicate date and time cutting and patching Work will be performed.
PART 2 – PRODUCTS
2.1 PATCHING MATERIALS
A. Patching Materials, General : As required for original installation and to match surrounding construction.
1. Paving: Concrete
B. Product Substitution: For each proposed change in materials, submit request for substitution under provisions of Section 01 60 00 – Product Requirements.
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CUTTING AND PATCHING 01 73 29-2
PART 3 – EXECUTION
3.1 EXAMINATION
A. Examination, General: Inspect existing conditions prior to commencing Work, including elements subject to damage or movement during cutting and patching.
B. After uncovering existing Work, inspect conditions affecting proper accomplishment of Work.
C. Beginning of cutting or patching shall be interpreted to mean that existing conditions were found by Contractor to be acceptable.
3.2 PREPARATION
A. Temporary Supports: Provide supports to ensure structural integrity of the Work. Provide devices and methods to protect other portions of Project from damage.
B. Weather Protection: Provide protection from elements for areas which may be exposed by uncovering Work. Maintain excavations free of water.
3.3 CUTTING AND PATCHING
A. Cutting and Patching, General: Execute cutting, fitting, and patching, excavation, and fill, to as necessary to complete the Work.
1. Unless specifically indicated on Structural or Landscape Architectural Drawings, all alterations or modifications to structural elements by cutting, drilling, boring, bracing, welding and similar actions shall have written approval by the Structural Engine er of Record and Division of the State Architect (DSA) prior to start of Work.
2. Coordinate installation or application of products for integrated Work.
3. Uncover completed Work as necessary to install or apply products out of sequence.
4. Cut, remove, and replace defective and non-conforming Work.
B. Cutting:
1. Execute cutting methods to avoid damage to adjoining Work, and which will provide appropriate surfaces to receive final finishing.
2. Execute cutting and patching of weather -exposed, moisture-resistant elements and surfaces exposed to view by methods to preserve weather, moisture, and visual integrity.
3. Cut rigid materials using diamond grit abrasive saw or similar cutter for smooth edges. Do not overcut corners.
a. Core drill holes through concrete and masonry.
b. Pneumatic tools will not be allowed without prior approval.
C. Patching:
1. Restore substrates and finishes with products to match existing construction and as specified in product Sections of the Specifications for new construction.
2. Finish surfaces flush and textured to match surrounding finishes.
3. Fit work neat and tight allowing for expansion and contraction.
D. Finishing: Refinish surfaces to match adjacent and similar finishes as used for the Project.
1. For continuous surfaces, refinish to nearest intersection or natural break.
2. For an assembly, refinish entire unit.
END OF SECTION 01 73 29
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PROGRESS CLEANING 01 74 13 - 1
SECTION 01 74 00
CLEANING AND WASTE MANAGEMENT
SECTION 01 74 13
PROGRESS CLEANING
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Cleaning during construction.
B. Cleaning for Substantial Completion review and final acceptance of the Work.
1.2 RELATED SECTIONS
A. Section 01 74 19 – Construction Waste Management and Disposal: Collection and disposal of construction waste.
B. Additional Requirements: Cleaning for specific products or elements of Work are described in individual product Specification Sections in Divisions 2 through 33.
1.3 SUBMITTALS
A. Product List: Submit complete list of all cleaning agents and materials for review and approval by Owner through Construction Manager.
B. Cleaning Procedures: Submit description of cleaning processes, agents, and materials to be used for final cleaning of the Work. Processes and degree of cleanliness shall be as directed by Construction Manager. All cleaning processes, agents and material s shall be subject to Owner's review and approval.
1.4 CLEANING AND DISPOSAL REQUIREMENTS
A. Cleaning and Disposal Requirements, General: Conduct cleaning and disposal operations in compliance with all applicable codes, ordinances, and regulations, including environmental protection laws, rules, and practices.
PART 2 – PRODUCTS
2.1 MATERIALS
A. Cleaning Agents and Materials: Use only those cleaning agents and materials which will not create hazards to health or property and which will not damage or degrade surfaces.
1. Use only those cleaning agents, materials and methods recommended by manufacturer of the material to be cleaned.
2. Use cleaning materials only on surfaces recommended by cleaning agent manufacturer.
3. Before use, review cleaning agents and materials with Construction Manager for suitability and compatibility. Use no cleaning agents and materials without review and approval of Owner through Construction Manager.
PART 3 – EXECUTION
3.1 CLEANING DURING CONSTRUCTION
A. Garbage Control: Control accumulation of debris, waste materials and rubbish; periodically dispose of debris, waste, and rubbish off site in a legal manner. Comply with requirements specified in
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PROGRESS CLEANING 01 74 13 - 2
Section 01 74 19 – Construction Waste Management and Disposal.
B. Cleaning, General: Clean adjacent sidewalks, driveways, and streets frequently to maintain public thoroughfares free of dust, debris, and other contaminants.
C. Parking Area Cleaning: Keep parking areas clear of construction debris, oil, petroleum -based products, especially debris hazardous to vehicle tires.
D. Thoroughfare Clearing and Cleaning: Keep site accessways, parking areas and building access and exit facilities clear of mud.
1. Remove mud, soil and debris and dispose in a manner which will not be injurious to persons, property, plant materials and site.
2. Comply with runoff control requirements, (SWPPP), stated above and as required by governing authorities having jurisdiction.
E. Cleaning Frequency: At a minimum, clean Work areas daily.
F. Failure to Clean: Should cleaning by Contractor not be sufficient or acceptable to Construction Manager, especially regarding sidewalks, driveways, streets and other public thoroughfares, Owner may engage cleaning service to perform cleaning and deduct co sts for such cleaning from sums owed to Contractor.
3.2 CLEANING FOR SUBSTANTIAL COMPLETION REVIEW
A. Cleaning for Substantial Completion Review, General: Employ experienced workers or professional cleaners and perform thorough cleaning in preparation for Substantial Completion review.
1. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program in new condition.
2. Substantial Review cleaning will not require sanitary cleaning of toilet facilities.
3. Remove waste and surplus materials, rubbish and temporary construction facilities, utilities, and controls.
3.3 INTERIOR CLEANING FOR FINAL COMPLETION – NOT USED
3.4 SITE CLEANING FOR FINAL COMPLETION
A. Site Cleaning for Final Completion: Broom clean exterior paved surfaces. Rake clean other surfaces of the grounds.
1. Wash down and scrub where necessary all paving soiled as a result of construction activities to a like -new condition. Thoroughly remove mortar droppings, paint splatters, stains, and adhered soil.
2. Remove from the site all construction waste, unused materials, excess soil, and other debris resulting from the Work.
3.5 CLEANING INSPECTION
A. Cleaning Inspection : Prior to Final Payment or acceptance by Construction Manager for partial occupancy or beneficial use of the premises, Construction Manager and Contractor shall jointly conduct an inspection of interior and exterior surfaces to verify that entire Work is acceptably clean.
B. Inadequate Cleaning: Should final cleaning be inadequate, as determined by Construction Manager, and Contractor fails to correct conditions, Owner may engage cleaning service under separate contract and deduct cost from Final Payment owed to Contractor.
END OF SECTION 01 74 23
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 74 29-1 SECTION 01 74 19
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART 1 GENERAL
1.01 WASTE MANAGEMENT REQUIREMENTS
A. Owner requires that this project generate the least amount of trash and waste possible.
B. Employ processes that ensure the generation of as little waste as possible due to error, poor planning, breakage, mishandling, contamination, or other factors.
C. Minimize trash/waste disposal in landfills; reuse, salvage, or recycle as much waste as economically feasible.
D. Contractor shall submit periodic Waste Disposal Reports; all landfill disposal, incineration, recycling, salvage, and reuse must be reported regardless of to whom the cost or savings accrues; use the same units of measure on all reports.
E. Methods of trash/waste disposal that are not acceptable are:
1. Burning on the project site.
2. Burying on the project site.
3. Dumping or burying on other property, public or private.
4. Other illegal dumping or burying.
F. Regulatory Requirements: Contractor is responsible for knowing and complying with regulatory requirements, including but not limited to Federal, state and local requirements, pertaining to legal disposal of all construction and demolition waste materials.
1.02 DEFINITIONS
A. Clean: Untreated and unpainted; not contaminated with oils, solvents, caulk, or the like.
B. Construction and Demolition Waste: Solid wastes typically including building materials, packaging, trash, debris, and rubble resulting from construction, remodeling, repair and demolition operations.
C. Hazardous: Exhibiting the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity or reactivity.
D. Nonhazardous: Exhibiting none of the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity, or reactivity.
E. Nontoxic: Neither immediately poisonous to humans nor poisonous after a long period of exposure.
F. Recyclable: The ability of a product or material to be recovered at the end of its life cycle and remanufactured into a new product for reuse by others.
G. Recycle: To remove a waste material from the project site to another site for remanufacture into a new product for reuse by others.
H. Recycling: The process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for the purpose of using the altered form. Recycling does not include burning, incinerating, or thermally destroying waste.
I. Return: To give back reusable items or unused products to vendors for credit.
J. Reuse: To reuse a construction waste material in some manner on the project site.
K. Salvage: To remove a waste material from the project site to another site for resale or reuse by others.
L. Sediment: Soil and other debris that has been eroded and transported by storm or well production run-off water.
M. Source Separation: The act of keeping different types of waste materials separate beginning from the first time they become waste.
N. Toxic: Poisonous to humans either immediately or after a long period of exposure.
O. Trash: Any product or material unable to be reused, returned, recycled, or salvaged.
P. Waste: Extra material or material that has reached the end of its useful life in its intended City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 74 29-2 use. Waste includes salvageable, returnable, recyclable, and reusable material.
1.03 SUBMITTALS – NOT USED
1.04 PART 3 EXECUTION
2.01 WASTE MANAGEMENT PROCEDURES
A. See Section 01 30 00 for additional requirements for project meetings, reports, submittal procedures, and project documentation.
B. See Section 01 50 00 for additional requirements related to trash/waste collection and removal facilities and services.
C. See Section 01 60 00 for waste prevention requirements related to delivery, storage, and handling.
D. See Section 01 70 00 for trash/waste prevention procedures related to demolition, cutting and patching, installation, protection, and cleaning.
2.02 WASTE MANAGEMENT PLAN IMPLEMENTATION
A. Manager: Designate an on-site person or persons responsible for instructing workers and overseeing and documenting results of the Waste Management Plan.
B. Communication: Distribute copies of the Waste Management Plan to job site foreman, each subcontractor, Owner, and Architect.
C. Instruction: Provide on-site instruction of appropriate separation, handling, and recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project.
D. Meetings: Discuss trash/waste management goals and issues at project meetings.
1. Prebid meeting.
2. Preconstruction meeting.
3. Regular job-site meetings.
E. Facilities: Provide specific facilities for separation and storage of materials for recycling, salvage, reuse, return, and trash disposal, for use by all contractors and installers.
1. Provide containers as required.
2. Provide adequate space for pick-up and delivery and convenience to subcontractors.
3. Keep recycling and trash/waste bin areas neat and clean and clearly marked in order to avoid contamination of materials.
F. Hazardous Wastes: Separate, store, and dispose of hazardous wastes according to applicable regulations.
G. Recycling: Separate, store, protect, and handle at the site identified recyclable waste products in order to prevent contamination of materials and to maximize recyclability of identified materials. Arrange for timely pickups from the site or deliveries to recycling facility in order to prevent contamination of recyclable materials.
H. Reuse of Materials On-Site: Set aside, sort, and protect separated products in preparation for reuse.
I. Salvage: Set aside, sort, and protect products to be salvaged for reuse off-site.
END OF SECTION 01 74 19
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
CONTRACT CLOSEOUT PROCEDURES 01 77 00-1
SECTION 01 77 00
CONTRACT CLOSEOUT PROCEDURES
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Contract closeout procedures.
1.2 RELATED SECTIONS
A. Section 01 33 00 – Submittals Procedures: General requirements for submittals.
B. Section 01 74 23 – Progress Cleaning: Cleaning and debris removal during construction C. Section 01 74 19 – Construction Management Cleaning and Disposal.
D. Section 01 78 33 – Project Warranties and Bonds: Documents to be submitted as part of Contract closeout.
E. Section 01 78 39 – Project Record Documents: Project record drawings and specifications to be submitted as part of Contract closeout; operation and maintenance data to be submitted as part of Contract closeout.
1.3 FINAL COMPLETION ACTIONS
A. Final Application for Payment: In the Application for Payment that coincides with the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed substantially complete.
B. Warranties, Bonds and Certificates: Submit specific warranties, guarantees, workmanship bonds, maintenance agreements, final certifications, and similar documents.
C. Locks and Keys: Change temporary lock cylinders over to permanent keying and transmit keys to Owner, as directed by Construction Manager, unless otherwise directed or specified.
D. Tests and Instructions: Complete start-up testing of systems, and instruction of Owner's personnel.
Remove temporary facilities from the site, along with construction tools, mock -ups, and similar elements.
1.4 SUBSTANTIAL COMPLETION REVIEW
A. Contractor's Notification for Substantial Completion Review: When Contractor determines that the Work is complete in accordance with the Contract Documents, Contractor shall submit to Construction Manager, Owner’s Representative and Project Inspector written certification that the Contract Documents have been reviewed, the Work has been inspected by the Contractor and by Authorities Having Jurisdiction, and the facility is ready for Completion review.
B. Preliminary Contract Closeout Review Meeting: As authorized by Construction Manager, Owner, Owner’s consultants, and other responsible design professionals, as appropriate, will attend a meeting at the Project site to review Contract closeout procedures a nd to review the list of items to be completed and corrected (punch list) to make the Work ready for acceptance by the Construction Manager. This meeting shall be scheduled not earlier than 3 days prior to the date anticipated for the Substantial Completion review.
C. Correction (Punch) List: Contractor shall prepare and distribute at the preliminary Contract closeout review meeting, a typewritten, comprehensive list of items to be completed and corrected (punch list) to make the Work ready for acceptance by Construction Manager.
1. The punch list shall include all items to be completed or corrected prior to the Contractor's
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
CONTRACT CLOSEOUT PROCEDURES 01 77 00-2
application for final payment.
2. The punch list shall identify items by location (room number or name) and consecutive number. For example, 307-5 would identify item 5 in Room 307, Roof-4 would identify item 4 on Roof.
3. Contractor shall prepare separate lists according to categories used for Drawings. For example, provide lists for Architectural, Structural, Mechanical, Plumbing, Electrical, Civil, Landscape, and Equipment. Provide a list also for the Fire Protection (sprinkler) system.
4. Owner, Owner’s consultants, and other design professionals under separate contracts with Owner, if in attendance, shall conduct a brief walk -through of Project with the Contractor to review scope and adequacy of the punch list.
5. Verbal comments will be made to the Contractor by the Owner, Owner’s consultants, and other design professionals under separate contracts with Owner, if in attendance, during the walk-through. These comments will indicate generally the additions and corre ctions to be made to the punch list. Such comments shall not be considered to be comprehensive; Contractor shall use the comments as guidance in preparing the punch list for the Substantial Completion review.
D. Substantial Completion Meeting: On a date mutually agreed by Construction Manager, Owner, and Contractor, a meeting shall be conducted at the Project site to determine whether the Work is satisfactory and complete for filing a Notice of Completion (Substantial Completion).
1. Contractor shall provide three working days notice to Owner for requested date of Substantial Completion meeting.
2. Owner and consultants of Owner, as authorized by Construction Manager, will attend the Substantial Completion meeting.
3. In addition to conducting a walk -through of the facility and reviewing the punch list, the purpose of the meeting shall include submission of warranties, guarantees, and bonds to Construction Manager, submission of operation and maintenance data (manuals), provision of specified extra materials to Owner, and submission of other Contract closeout documents and materials as required and if not already submitted.
4. Owner, Owner’s consultants, as appropriate, and other design professionals under separate contracts with Owner, if applicable, will conduct a walk -through of the facility with the Contractor and review the punch list.
5. Contractor shall correct the punch list and record additional items as may identified during the walk-through, including notations of corrective actions to be taken.
6. Contractor shall retype the punch list and distribute it within two working days to those attending the meeting.
7. If additional site visits are required by the Owner, Owner’s consultants, and other design professionals under separate contracts with Owner, to review completion and correction of the Work, the costs of additional visits shall be reimbursed to Owner by th e Contractor by deducting such costs from the Final Payment.
E. Uncorrected Work: Refer to requirements specified in Section 01 45 00 – Quality Control regarding Contract adjustments for non-conforming Work.
F. Clearing and Cleaning: Prior to the Substantial Completion review, Contractor shall conduct a thorough cleaning and clearing of the Project area, including removal of construction facilities and temporary controls. Refer to Section 01 74 00 – Cleaning and Waste Management.
G. Inspection and Testing: Prior to the Substantial Completion review, complete inspection and testing required for the Work, including securing of approvals by authorities having jurisdiction.
1. Complete all inspections, tests, balancing, sterilization and cleaning of plumbing and HVAC
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systems.
H. Architect’s Certification of Substantial Completion: When Owner determines that list of items to be completed and corrected (Punch List) is sufficiently complete for Owner to occupy Project for the use to which it is intended, Owner will complete and issu e to Construction Manager and Contractor a Certificate of Substantial Completion using The American Institute of Architects Form G704 – CERTIFICATE OF SUBSTANTIAL COMPLETION or other form or correspondence as directed by Construction Manager.
I. Notice of Completion: After Owner has determined that the Work is complete, a Notice of Completion resolution will be scheduled for review.
1.5 FINAL COMPLETION SUBMITTALS
A. Final Completion Submittals: Prior to Completion review meeting and submission of final Application for Payment, Contractor shall complete and submit the following. Final payment will not be made by Owner until all submittals have been made and determine d by Construction Manager and Owner to be acceptable.
B. Agency Document Submittals: Submit to Construction Manager all documents required by Authority Having Jurisdiction (AHJ), including serving utilities and other agencies. Submit original versions of all permit cards, with final sign-off by inspectors. Submit all certifications of inspections and tests.
C. Final Specifications Submittals: Submit to Construction Manager all documents and products required by Specifications to be submitted, including the following:
1. Project record drawings and specifications. Refer to Section 01 78 39 – Project Record Documents.
2. Operating and maintenance data. Refer to Section 01 78 23 – Operation and Maintenance Data.
3. Guarantees, warranties and bonds. Refer to Section 01 78 33 – Product Warranties and Bonds
4. Spare parts and extra stock.
D. Lien and Bonding Company Releases: Submit to Owner through Construction Manager, with copy to Owner, evidence of satisfaction of encumbrances on Project by completion and submission of The American Institute of Architects Forms G706 – CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS, G706A – CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS, and (if applicable) G707 – CONSENT OF SURETY, or other form as directed by Construction Manager. Comply also with other requirements of Owner, as directed through Const ruction Manager. Signatures shall be notarized.
E. Subcontractor List: Submit two copies to Owner, through Construction Manager, and two copies to Owner’s Representative of updated Subcontractor and Materials Supplier List.
F. Warranty Documents: Prepare and submit to Owner through Construction Manager all warranties and bonds as specified in Section 01 78 33 – Product Warranties and Bonds.
G. Sustainable Design Documentation: Complete proper documentation for Submittals according to California Green Building Standards Code (CALGreen). Refer to individual product Sections in Divisions 2 through 33.
1.6 FINAL PAYMENT
A. Final Payment: After completion of all items listed for completion and correction, after submission of all documents and products and after final cleaning, submit final Application for Payment, identifying total adjusted Contract Sum, previous payments and sum remaining due. Payment will not be made until the following are accomplished:
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1. All Project Record Documents have been transferred and accepted by Owner, through Construction Manager.
2. All extra materials and maintenance stock have been transferred and received by Owner, as verified by Construction Manager.
3. All warranty documents and operation and maintenance data have been received and accepted by Owner, as verified by Construction Manager.
4. All liens have been released or bonded by Contractor, as accepted by Owner through Construction Manager.
5. Contractor's surety has consented to Final Payment.
1.7 POST-CONSTRUCTION INSPECTION
A. Post-Construction Inspection: In accepting final payment, Contractor shall agree to perform a post- construction inspection with representatives of Owner and, if authorized by Owner, the responsible design professionals, to review performance of the completed Work and to determine what, if any, corrections shall be performed by Contractor in compliance with the Contractor's Warranty, as described in the General Provisions of the Contract.
B. Scheduled Date and Time of Post-Construction Inspection: No later than 300 days after the date of Substantial Completion, after occupancy and use of the facility by Owner, at days and times as directed by Owner.
C. Inspection Activities:
1. Contractor shall inspect, test, and adjust the Work, noting defects and corrective actions to be taken.
D. Contractor shall instruct Owner's operating personnel in operational requirements needed to maintain correct appearance and function of the facility. Post -Construction Inspection Report:
Contractor shall prepare and submit to Owner through Construction Manager a typewritten report, comparable to the Correction (Punch) List prepared for Completion Review.
1. Post-Construction Inspection Report shall identify deficiencies and corrective actions taken.
2. Post-Construction Inspection Report shall note when corrective actions are unable to restore defects in the Work to compliance with the requirements of the Drawings, Specifications, and manufacturer's criteria.
E. Correction of Defects: Corrections shall be governed by provisions of the General Provisions of the Contract and requirements specified in Section 01 78 33 – Product Warranties and Bonds.
PART 2 – PRODUCTS
Not Applicable to this Section.
PART 3 – EXECUTION
Not Applicable to this Section.
END OF SECTION 01 77 00
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PRODUCT WARRANTIES AND BONDS 01 78 33-1
SECTION 01 78 33
PRODUCT WARRANTIES AND BONDS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. General administrative and procedural requirements for preparation and submission of warranties and bonds required by the Contract Documents, including manufacturer's standard warranties on products and special Project warranties.
1. Refer to the General Provisions and General Conditions of the Contract for terms of Contractor's special warranty of workmanship and materials.
2. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents.
1.2 RELATED DOCUMENTS AND SECTIONS
A. Section 01 33 00 – Submittals Procedures: General administrative requirements for submittals, applicable to warranties and bonds.
B. Section 01 77 00 – Contract Closeout Procedures: General requirements for closeout of the Contract.
C. Product Specifications Sections in Divisions 2 through 33: Special Project warranty requirements for specific products or elements of the Work; commitments and agreements for continuing services to Owner.
1.3 DEFINITIONS
A. Warranty: Assurance to Owner by Contractor, installer, supplier, manufacturer, or other party responsible as warrantor, for the quantity, quality, performance and other representations of a product, system service of the Work, in whole or in part, for the duration of the specified period of time.
B. Guaranty: Assurance to Owner by Contractor or product manufacturer or other specified party, as guarantor, that the specified warranty will be fulfilled by the guarantor in the event of default by the warrantor.
C. Standard Product Warranty: Preprinted, written warranty published by product manufacturer for particular products and specifically endorsed by manufacturer to Owner.
D. Special Project Warranty: Written warranty required by or incorporated into Contract Documents, to extend time limits provided by standard warranty or to provide greater rights for Owner.
E. Guaranty Period: As defined in the General Provisions of the Contract guaranty period shall be synonymous with "warranty period", "correction period" and similar terms used in the Contract Specifications.
1.4 WARRANTIES AND GUARANTIES
A. Warranties and Guaranties, General: Provide all warranties and guaranties with Owner named as beneficiary. For equipment and products, or components thereof, bearing a manufacturer's warranty or guaranty that extends for a period of time beyond the Contr actor's warranty and guaranty, so state in the warranty or guaranty.
B. Provisions for Special Warranties: Refer to General Provisions of the Contract for terms of the
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Contractor's special warranty of workmanship and materials.
C. General Warranty and Guaranty Requirements: Warranty shall be an agreement to repair or replace, without cost and undue hardship to Owner, Work performed under the Contract which is found to be defective during the guaranty period (warranty or guaranty) p eriod. Repairs and replacements due to improper maintenance or operation, or due to normal wear, usage and weathering are excluded from warranty requirements unless otherwise specified.
D. Specific Warranty and Guaranty Requirements: Specific requirements are included in product Specifications Sections of Divisions 2 through 33, including content and limitations.
E. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties and guaranties shall not relieve Contractor of responsibility for warranty and guaranty requirements for the Work that incorporates such products, nor shall they relieve suppliers, manufacturers, and installers required to countersign special warranties with Contractor.
F. Related Damages and Losses: When correcting warranted Work that has been found defective, remove, and replace other Work that has been damaged as a result of such defect or that must be removed and replaced to provide access for correction of warranted Work.
G. Reinstatement of Warranty: When Work covered by a warranty has been found defective and has been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with a n equitable adjustment for depreciation.
H. Replacement Cost: Upon determination that Work covered by a warranty has been found to be defective, replace or reconstruct the Work to a condition acceptable to Construction Manager, complying with applicable requirements of the Contract Documents. Cont ractor shall be responsible for all costs for replacing or reconstructing defective Work regardless of whether Owner has benefited from use of the Work through a portion of its anticipated useful service life.
I. Owner's Recourse: Written warranties made to Owner shall be in addition to implied warranties, and shall not limit the duties, obligations, rights, and remedies otherwise available under law, nor shall warranty periods be interpreted as limitations on time in which Owner can enforce such other duties, obligations, rights, or remedies.
1. Rejection of Warranties: Owner reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents.
J. Warranty as Condition of Acceptance: Owner reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment shall be required on such Work or part of the Work, until evidence is presented that enti ties required to countersign such commitments are willing to do so.
1.5 PREPARATION OF WARRANTY AND BOND SUBMITTALS
A. Project Warranty and Guaranty Forms: Forms for special Project warranties and guaranties are included at the end of this Section. Prepare written documents utilizing the appropriate form, ready for execution by the Contractor, or the Contractor and subco ntractor, supplier, or manufacturer. Submit a draft to Construction Manager for approval prior to final execution.
1. Refer to product Specifications Sections of Divisions 2 through 33 for specific content requirements, and particular requirements for submittal of special warranties.
2. Prepare standard warranties and guaranties, excepting manufacturers' standard printed warranties and guaranties, on Contractor's, subcontractor's, material supplier's, or manufacturer's own letterhead, addressed to Owner as directed by Construction Manager.
3. Warranty and guaranty letters shall be signed by all responsible parties and by Contractor in every case, with modifications only as approved in advance by Construction Manager to suit
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the conditions pertaining to the warranty or guaranty.
B. Manufacturer's Guaranty Form: Manufacturer's guaranty form may be used instead of special Project form included at the end of this Section. Manufacturer's guaranty form shall contain appropriate terms and identification, ready for execution by the required parties.
1. If proposed terms and conditions restrict guaranty coverage or require actions by Owner beyond those specified, submit draft of guaranty to Construction Manager for review and acceptance before performance of the Work.
2. In other cases, submit draft of guaranty to Construction Manager for approval prior to final execution of guaranty.
C. Signatures: Signatures shall be by person authorized to sign warranties, guaranties, and bonds on behalf of entity providing such warranty, guaranty, or bond.
D. Co-Signature: All installer's warranties and bonds shall be co-signed by Contractor. Manufacturer's guaranties will not require co-signature.
1.6 FORM OF WARRANTY AND BOND SUBMITTALS
A. Form of Warranty and Bond Submittals: Prior to final Application and Certificate for Payment, collect and assemble all written warranties and guaranties into binders and deliver binders to Owner, as directed by Construction Manager, for final review and acceptance.
1.7 TIME OF WARRANTY AND BOND SUBMITTALS
A. Submission of Preliminary Copies: Unless otherwise specified, obtain preliminary copies of warranties, guaranties, and bonds within ten days of completion of applicable item or Work.
Prepare and submit preliminary copies for review as specified herein.
B. Submission of Final Copies: Submit fully executed copies of warranties, guaranties, and bonds within 10 days of date identified in Notice of Completion but no later than 3 days prior to date of final Application for Payment.
C. Date of Warranties and Bonds: Unless otherwise directed or specified, commencement date of warranty, guaranty and bond periods shall be the date established in the Notice of Completion.
1. Warranties for Work accepted in advance of date stated in Notice of Completion: When a designated system, equipment, component parts or other portion of the Work is completed and occupied or put to beneficial use by Construction Manager, by separate agreement with Contractor, prior to completion date established in the Notice of Completion, submit properly executed warranties to Owner, as directed by Construction Manager, within ten days of completion of that designated portion of the Work. List date of commencement of warranty, guaranty or bond period as the date established in the Notice of Completion.
2. Warranties for Work not accepted as of date established in the Notice of Completion: Submit documents within ten days after acceptance, listing date of acceptance as beginning of warranty, guaranty, or bond period.
D. Duration of Warranties and Guaranties: Unless otherwise specified or prescribed by law, warranty and guaranty periods shall be not less than the guaranty period required by the General Provisions of the Contract but in no case less than one year from the date established for completion of the Project in the Notice of Completion. See product Specifications Sections in Divisions 2 through 33 of the Project Manual for extended warranty and guaranty beyond the minimum one year duration.
PART 2 – PRODUCTS
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PRODUCT WARRANTIES AND BONDS 01 78 33-4
Not Applicable to this Section.
PART 3 – EXECUTION
Not Applicable to this Section.
END OF SECTION 01 78 33
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PROJECT RECORD DOCUMENTS 01 78 39 -1
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Requirements for Project record documents to be submitted for Contract closeout.
1.2 RELATED SECTIONS
A. Section 01 33 00 – Submittals Procedures: General requirements for submission for shop drawings, product data, samples, and quality control reports.
1.3 PROJECT RECORD DOCUMENTS
A. Project Record Documents, General: Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire -resistive location; provide access to record documents for the reference by Construction Manager and Owner during normal working hours.
B. Record Drawings: Record information continuously as Work progresses. Do not conceal Work permanently until all required information is recorded.
1. Maintain a clean, undamaged set of blue or black line white -prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately.
2. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.
3. Legibly and to scale, mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the work.
4. Mark new information that is important to the Owner's operation and maintenance of the Work but was not shown on Contract Drawings or Shop Drawings. Record actual construction, including:
a. Measured depths of foundations and footings encountered, measured in relation to finish First Floor datum.
b. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent ground improvements.
c. Field changes of dimension and detail.
d. Details not on original Contract Drawings. Application of copies of details produced and provided by Owner’s Representative during construction will be accepted. e. Permanent Room names and Room numbers.
5. Note related Change Order numbers where applicable.
6. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates, and other identification on the cover of each set.
7. Store Record Documents separate from documents used for construction.
C. Record Specifications: Record changes made by Addenda and Change Orders. In PART 2 – PRODUCTS in each Section, legibly mark and record in red ink actual Products installed or used, including:
1. Manufacturer's name and product model or catalog number.
2. Product substitutions or alternates utilized.
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D. Submission:
1. Project Record Documents shall be kept current and will be reviewed for completeness by Construction Manager as condition for certification of each Progress Payment Application.
2. Submit marked record documents to Construction Manager prior to final Application for Payment, for approval. Submit 2 sets of documents xerographically reproduced on white bond paper.
PART 2 – PRODUCTS
Not Applicable to this Section.
PART 3 – EXECUTION
Not Applicable to this Section.
END OF SECTION 01 78 39
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
SUSTAINABLE DESIGN REQUIREMENTS 01 81 13 -1
SECTION 01 81 13
SUSTAINABLE DESIGN REQUIREMENTS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. General requirements and procedures for compliance during construction with requirements of CCR Title 24, Part 11: 2010 California Green Building Standards Code (CALGreen Code), including July 2012 Amendments and or latest version.
B. Contractor shall be responsible for completion and transmission to Owner’s Representative through Construction Manager documents developed during construction (submittals) necessary for completion and verification of the Application Checklist for Building Standards Code (BCS), in compliance with CALGreen Code, including July 2012 Amendments and or latest version.
1.2 RELATED SECTIONS
A. Section 01 81 19 – Indoor Air Quality Management: Indoor Air Quality (IAQ) management procedures and requirements.
B. Section 01 35 43 – Environmental Management: Special requirements for noise and acoustics management during demolition and new construction operations.
C. Section 01 74 00 – Construction Waste Management and Disposal: Waste management controls and systems
D. Section 01 60 00 – Product Requirements: Environmental requirements for construction products, including packaging.
E. Divisions 2 through 33 Sections: Specific requirements for submittals demonstrating compliance with CALGreen requirements specific to the Work specified in each of these Sections.
1.3 DEFINITIONS
A. Chain-of-Custody Certificates: Certificates signed by manufacturers certifying that wood used to make products was obtained from forests certified by an FSC -accredited certification body to comply with FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship." Certificates shall include evidence that manufacturer is certified for chain of custody by an FSC -accredited certification body.
B. Rapidly Renewable Materials: Materials made from agricultural products that are typically harvested within a ten-year or shorter cycle. Rapidly renewable materials include products made from bamboo, cotton, flax, jute, straw, sunflower seed hulls, vegetable oils, or wool.
C. Regionally Manufactured Materials: Materials that are manufactured within a radius of 500 miles from the Project location. Manufacturing refers to the final assembly of components into the building product that is installed at the Project site.
D. Regionally Extracted, Harvested, or Recovered Materials: Materials that are extracted, harvested, or recovered and manufactured within a radius of 500 miles from the Project site.
E. Recycled Content: The recycled content value of a material assembly shall be determined by weight. The recycled fraction of the assembly is then multiplied by the cost of assembly to determine the recycled content value.
1. "Post-consumer" material is defined as waste material generated by households or by commercial, industrial, and institutional facilities in their role as end users of the product, which can no longer be used for its intended purpose.
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2. "Pre-consumer" material is defined as material diverted from the waste stream during the manufacturing process. Excluded is reutilization of materials such as rework, regrind, or scrap generated in a process and capable of being reclaimed within the same process that generated it.
1.4 SUBMITTALS
A. CALGreen Compliance Submittals: Make sustainable design -related submittals as specified in Division 2 through 33 Sections.
1. Comply with general requirements for submittals specified in Section 01 33 00 – Submittal Procedures.
2. Prepare and submit Checklist for California Green Building Standards Code (CALGreen) including specific items specified in Article 3.1, below.
3. Sustainable design (CALGreen) submittals are in addition to submittals specified in other Sections.
4. Make submittals as Adobe Acrobat Portable Document Format (PDF) electronic files.
1.5 CONFERENCES – NOT USED
PART 2 – PRODUCTS
Not Applicable to this Section
PART 3 – EXECUTION
3.1 CHECKLIST FOR CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) A. Completion of Checklist for California Green Building Standards Code (CALGreen): Contractor shall complete this checklist for materials and equipment, with additional input from Owner’s Representative for design-related requirements.
B. Construction Waste Reduction, Disposal and Recycling: In compliance with CALGreen 5.408.1, as specified in Section 01 74 19 – Construction Waste Management and Disposal.
C. Finish Materials Pollutant Control:
1. Adhesives, sealants, and caulks: Comply with CALGreen 5.504.4.1, including South Coast Air Quality Management District (SCAQMD) Rule 1168 for VOC limits and CALGreen Tables
5.504.4.1 and 5.504.4.2.
2. Paints and coatings: Comply with CALGreen 5.504.4.3, including South Coast Air Quality Management District (SCAQMD) Rule 1116 for VOC limits, unless more stringent requirements are specified.
END OF SECTION 01 81 13
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
SELECTIVE DEMOLITION 02 41 19 -1
SECTION 02 41 19
SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. The Work of this Section Includes:
1. Removal of existing benches by contractor.
2. Removal of existing windscreen by the owner.
B. Related Requirements:
Construction Specifications Institute Standard Specifications, 2020 Edition.
1.2 DEFINITIONS
A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.
B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to the Owner as indicated.
C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage; prepare for reuse; and reinstall where indicated.
D. Existing to Remain: Existing items of construction that are not to be removed.
1.3 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes the property of the Contractor.
1.4 COORDINATION
A. Arrange a selective demolition schedule so as not to interfere with the Owner's operations as part of the pre-construction meeting.
1.5 PREINSTALLATION MEETINGS
A. Pre-demolition Conference: Conduct conference at the project site, Valley St & Basswood Ave, Carlsbad, CA 92008.
1. Inspect and discuss the condition of construction to be selectively demolished.
2. Review areas where existing construction is to remain and require protection.
3. Review and finalize protection requirements.
4. Review storage, protection, and accounting for items to be removed and protected in place.
1.6 FIELD CONDITIONS
A. The owner will not occupy portions of the building immediately adjacent to the selective demolition area.
B. Conditions existing at the time of inspection for bidding purposes will be maintained by the Owner as far as practical.
C. Notify the Landscape Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.
D. Hazardous Materials:
3. It is not expected that hazardous materials will be encountered in the Work. a. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify the Landscape Architect and Owner. Hazardous City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
SELECTIVE DEMOLITION 02 41 19 -2
materials will be removed by the Owner under a separate contract.
A. On-site sale of removed items or materials is not permitted.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
B. Standards: Comply with Construction Specifications Institute Standard Specifications, latest Edition.
PART 3 – EXECUTION
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective demolition operations.
B. Review Project Record Documents of existing construction or other existing conditions. Owner does not guarantee that existing conditions are the same as those indicated in Project Record Documents.
C. Survey of Existing Conditions: See section 01 10 00 Summary of Work.
3.2 PREPARATION
A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.
B. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition.
3.3 UTILITY SERVICES AND BUILDING SYSTEMS
A. Existing Services/Systems to Remain: Maintain utilities and building systems and equipment to remain and protect against damage during selective demolition operations.
B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utilities and building systems serving areas to be selectively demolished.
1. Owner will arrange to shut off indicated utilities when requested by the Contractor.
2. Arrange to shut off utilities with utility companies.
3.4 SELECTIVE DEMOLITION, GENERAL
A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within the limitations of governing regulations and as follows:
1. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.
3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS B. Concrete:
1. Demolish in small sections. Using a power-driven saw, cut concrete to a depth of at least 3/4 inch at junctures with construction to remain. Dislodge concrete from reinforcement at the perimeter of areas being demolished, cut reinforcement, and then remove the remainder of the concrete. Neatly trim openings to the dimensions indicated.
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2. Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using a power -driven saw, and then remove concrete between saw cuts.
C. Concrete Slabs-on-Grade: Saw-cut perimeter of the area to be demolished, and then broken up and removed.
3.6 DISPOSAL OF DEMOLISHED MATERIALS
A. Remove demolition waste materials from the Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
B. Burning: Do not burn demolished materials.
C. See section 01 74 00 Cleaning and Waste Management for more instructions.
3.7 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.
END OF SECTION 02 41 19
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PAVEMENT JOINT SEALERS 32 13 73 -1
SECTION 32 13 73
PAVEMENT JOINT SEALERS
PART 1 - GENERAL
1.01 SECTION INCLUDES: RELATED DOCUMENTS
A. Exterior joint sealant for non-traffic surfaces.
1.02 RELATED REQUIREMENTS
A. Division 32 18 23.52 Tennis Court Crack Repair.
B. Division 32 18 23.53 Tennis Court Surfacing.
1.03 SUBMITTALS
A. Product Data: For each joint-sealant product indicated.
B. Samples for Verification: For each type and color of joint sealant required. Install joint- sealant samples in 1/2-inch- (13-mm-), and 1/4-inch (6.4-mm) wide joints formed between two 6-inch- (150-mm-) long strips of material matching the appearance of exposed surfaces adjacent to joint sealants.
C. Materials forming joint substrates and joint-sealant backings have been tested for compatibility and adhesion with joint sealants.
D. Interpretation of test results and written recommendations for primers and substrate preparation needed for adhesion.
E. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for sealants.
1.04 QUALITY ASSURANCE
A. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer.
B. Preconstruction Compatibility and Adhesion Testing: Submit to joint-sealant manufacturers, for testing indicated below, samples of materials that will contact or affect joint sealants.
C. Use ASTM C 1087 to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates.
D. Submit not fewer than eight pieces of each type of material, including joint substrates, shims, joint-sealant backings, secondary seals, and miscellaneous materials.
E. Schedule sufficient time for testing and analyzing results to prevent delaying the Work.
F. For materials failing tests, obtain joint-sealant manufacturer's written instructions for corrective measures including use of specially formulated primers.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration date, pot life, curing time, and mixing instructions for multi-component materials.
B. Store and handle materials to comply with manufacturer's written instructions to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes.
1.06 PROJECT CONDITIONS
A. Do not proceed with installation of joint sealants under the following conditions:
City of Carlsbad
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PAVEMENT JOINT SEALERS 32 13 73 -2
B. When ambient and substrate temperature conditions are outside limits permitted by joint- sealant manufacturer or are below 40 deg F (4.4 deg C).
C. When joint substrates are wet or covered with frost.
D. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated.
E. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles.
2.02 MATERIALS, GENERAL
A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer, based on testing and field experience.
B. Colors of Exposed Joint Sealants: As selected by Landscape Architect from manufacturer's full range.
2.03 ELASTOMERIC JOINT SEALANTS
A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid-applied chemically curing sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates.
B. Stain-Test-Response Characteristics: Where elastomeric sealants are specified to be nonstaining to porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project.
C. Multicomponent Pourable Urethane Sealant (Sealant #1):
1. Available Products:
a. Bostik Findley; Chem-Calk 550.
b. Meadows, W. R., Inc.; Pourthane.
c. Pacific Polymers, Inc.; Elasto-Thane 227 Type I (Self Leveling). d. Pecora Corporation; Urexpan NR-200.
e. Polymeric Systems Inc.; PSI-270SL.
f. Schnee-Morehead, Inc.; Permathane SM 7201.
g. Sika Corporation, Inc.; Sikaflex - 2c SL.
h. Sonneborn, Division of ChemRex Inc.; SL 2.
i. Tremco; THC-900/901.
j. Tremco; Vulkem 245.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PAVEMENT JOINT SEALERS 32 13 73 -3
2. Type and Grade: M (multicomponent) and P (pourable).
3. Class: 25.
4. Use Related to Exposure: T (traffic).
5. Uses Related to Joint Substrates: M, A, and, as applicable to joint substrates indicated, O.
D. Multicomponent Nonsag Urethane (Sealant #2):
1. Available Products:
a. Pacific Polymers, Inc.; Elasto-Thane 227 High Shore Type II (Gun Grade). b. Pecora Corporation; Dynatred.
c. Polymeric Systems Inc.; PSI-270.
2. Type and Grade: M (multicomponent) and NS (nonsag).
3. Class: 25.
4. Use Related to Exposure: T (traffic).
5. Uses Related to Joint Substrates: M, A, and, as applicable to joint substrates indicated, O.
2.04 JOINT-SEALANT BACKER MATERIALS
A. General: Provide joint-sealant backer materials that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by joint-sealant manufacturer based on field experience and laboratory testing.
B. Round Backer Rods for Cold- and Hot-Applied Sealants: ASTM D 5249, Type 1, of diameter and density required to control sealant depth and prevent bottom-side adhesion of sealant.
2.05 PRIMERS
A. Primers: Product recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant- substrate tests and field tests.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint- sealant performance.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.02 PREPARATION
A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions.
B. Joint Priming: Prime joint substrates where indicated or where recommended in writing by joint-sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions.
Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces.
3.03 INSTALLATION OF JOINT SEALANTS
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
PAVEMENT JOINT SEALERS 32 13 73 -4
A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply.
B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated.
C. Install backer materials of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.
1. Do not leave gaps between ends of backer materials.
2. Do not stretch, twist, puncture, or tear backer materials.
3. Remove absorbent backer materials that have become wet before sealant application and replace them with dry materials.
D. Install sealants using proven techniques that comply with the following and at the same time backings are installed:
1. Place sealants so they directly contact and fully wet joint substrates.
2. Completely fill recesses provided for each joint configuration.
3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability.
E. Provide joint configuration to comply with joint-sealant manufacturer's written instructions, unless otherwise indicated.
F. Provide recessed joint configuration for silicone sealants of recess depth and at locations indicated.
3.04 CLEANING
A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved by manufacturers of joint sealants and of products in which joints occur.
3.05 PROTECTION
A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately and replace with joint sealant so installations with repaired areas are indistinguishable from the original work.
3.06 SCHEDULE
A. Horizontal Joints, less than 5 percent slope; Sealant No. 1.
B. Horizontal Joints, grades steeper than 5 percent; Sealant No. 2 C. Vertical Joints; Sealant No. 2
END OF SECTION 32 13 73
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
TENNIS COURT CRACK REPAIR 32 18 23.52 -1
SECTION 32 18 23
ATHLETIC SURFACING
SECTION 32 18 23.52
TENNIS COURT CRACK REPAIR
PART 1 – GENERAL
1.01 SUMMARY
A. This section includes the materials and methods for repairing cracks in concrete tennis courts prior to resurfacing. The appropriate method of crack repair depends on the type and size of the crack to be repaired, the underlying problems that caused the crack.
B. Work includes crack cleaning, filling, reinforcement (if specified), and surface preparation.
1.02 RELATED SECTIONS
A. Section 02 41 13 – Selective Site Demolition
B. Section 32 18 23.53 – Tennis Court Surfacing
1.03 SUBMITTALS
A. See Section 01 25 00 for more information.
1.04 QUALITY ASSURANCE
A. Installer Qualifications: Minimum 7 years of experience in athletic court surfacing and repair.
B. Perform work in accordance with ASBA (American Sports Builders Association) guidelines.
PART 2 – PRODUCTS
2.01 ACCEPTABLE CRACK REPAIR SYSTEMS
The following products shall be approved by the manufacturer and compatible with the color surfacing system.
A. Acrylic Crack Filler (standard for non-structural cracks) B. Flexible Crack Repair System (for larger, structural cracks) C. Backer Rod (for cracks >½" wide)
D. Sand: Clean, dry silica sand
2.02 PATCHING AND LEVELING COMPOUND
A. Acrylic-based patching material compatible with the resurfacing system.
2.03 CONCRETE SURFACE PREP PRODUCTS
A. Concrete etching solution or muriatic acid (if required for bonding) B. Bond coat or primer (as required by coating manufacturer for concrete)
PART 3 – EXECUTION
3.01 EXAMINATION
A. Inspect court surfaces to identify and document crack types:
1. Surface Problems: Fading, Normal surface Wear, Bubbles, Hairline Cracks, Alligator Cracking, Shrinking or Stress Cracks
2. Concrete Pavement Problems: Peeling, Raveling, Structural Cracks City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
TENNIS COURT CRACK REPAIR 32 18 23.52 -2
B. Verify that weather is suitable (temperature >50°F and rising; no rain forecasted for 24 hours).
3.02 PREPARATION
A. Clean all cracks using high-pressure air or mechanical routing.
B. Remove dirt, vegetation, and loose debris.
3.03 APPLICATION – STANDARD CRACK REPAIR
A. A tack coat may be applied according to the manufacturer’s instructions for mixing and drying.
B. Fill cracks <¼" with acrylic crack filler.
a. The crack filler is worked into the crack with a putty knife or similar instrument. b. The crack must be filled; it cannot be merely covered. Pressure on the filler should be applied in all directions so that the crack repair material fills all spaces. c. Once the crack is completely filled, excess material on the surface is removed. When the crack filler has dried, the surface of the filled crack is smoothed to remove any ridge.
C. For cracks ¼"–½", apply crack filler with sand blend. Use trowel to smooth flush with court surface.
D. Use Backer Rod for cracks >½" wide.
E. Allow to cure per manufacturer instructions (typically 24 hours).
F. Lightly sand to remove raised edges or feather into surface.
3.04 APPLICATION – FLEXIBLE SYSTEM (FOR STRUCTURAL CRACKS) A. Rout and clean crack.
B. Apply elastomeric compound.
C. When appropriate install reinforced fabric centered over crack per manufacturer's specs.
D. Apply additional compound over fabric to embed.
E. Allow to cure and level surface flush.
3.05 CLEANUP
A. Remove excess materials and debris.
B. Protect repaired cracks from traffic or contamination prior to surfacing.
PART 4 – WARRANTY
4.01 WARRANTY
A. Provide a minimum 1-year warranty on crack repair materials and workmanship.
B. Flexible repair systems may include longer warranties (3–5 years); confirm with the manufacturer.
END OF SECTION 32 18 23.52
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
TENNIS COURT SURFACING 32 18 23.53 -1
SECTION 32 18 23.53
TENNIS COURT SURFACING
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Provide all labor, materials, equipment, transportation and services to apply four-coat acrylic surfacing to all existing tennis court surface areas.
B. Paint white court lines as indicated in these specifications and to dimensions indicated on details.
C. Surfacing Colors shall be as selected by the Owner and approved by the School District following submittal of options. Typical current USTA colors anticipated may be:
1. Red Clay Court Border
2. Dark Green Court
1.02 RELATED WORK IN OTHER SECTIONS
A. Related sections include the following:
1. 32 13 73 - Concrete Paving Joint Sealants
2. 32 18 23.52 – Tennis Court Crack Repair
1.03 QUALITY ASSURANCE
A. Approved materials must meet the United States Tennis Association (USTA) Standards.
B. Only collegiate/professional-grade acrylic color coatings with an International Tennis Federation (ITF) speed rating will be accepted.
C. All acrylic materials must be the products of a single manufacturer.
D. The Contractor shall identify the manufacturer of the product chosen and submit, along with the bid, the manufacturer’s product data, including surface and crack preparations, application instructions, and color samples.
E. Acrylic color mixed with locally purchased sand is not acceptable.
F. The contractor shall provide the inspector, upon request, an estimate of the volume of each product to be used on the site.
G. The Installer shall be a manufacturer-authorized applicator of the specified court surfacing system.
H. The manufacturer’s representative shall be available to help resolve material questions.
1.04 SUBMITTALS
A. Product Information: Submit copies of acrylic surfacing product information, sand content and court speed options, color selection options, QUV test of at least 1000 hours illustrating the UV, stability of the system, ITF pace rating, maintenance, and warranty information.
PART 2 - PRODUCTS
2.01 MANUFACTURER
A. The following manufacturers offer products which conform to the intent and purposes of these specifications:
1. Novacrylic / NovaSports USA
2. Plexipave / California Products
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
TENNIS COURT SURFACING 32 18 23.53 -2
3. Laykold Advantage / Laykold
4. TPS/Hellas
B. Substitutions: Submit requests at least 3 days prior to the bid date with a complete type written list of proposed substitutions with sufficient data, drawings, samples and literature to demonstrate to the owners satisfaction that the proposed substitution is of equal quality and utility to the specified product. Information must include a QUV test of at least 1000 hours illustrating the UV stability of the system. The system shall have an ITF pace rating. See Section 01 25 00 for more information.
2.02 MATERIALS
The following products shall be approved by the manufacturer and compatible with the color surfacing system.
A. Crack Filler - for use in filling fine cracks.
B. Patching Mix - for use in patching cracks, holes, depressions and other surface imperfections.
C. Acrylic Color Playing Surface – for use as the finish color and texture.
D. Line Paint – for use as the line marking on the court/play surface.
E. Water – for use in dilution/mixing shall be clean and potable.
F. Local sands are not acceptable in the color playing surface. Sands must be incorporated at the manufacturing location to ensure quality and stability.
G. Perimeter Caulking - flexible perimeter sealant between the resurfaced tennis court slab and court adjacencies.
H. Court colors: The color scheme shall be as selected by owner and approved by the School District, likely USTA colors of medium dark green court, and Clay Red surround with white lines.
2.03 MATERIALS DELIVERY, STORAGE, AND HANDLING
A. Contractor shall:
1. Deliver materials to site in manufacturer’s original, unopened containers and packaging with labels clearly identifying product name and manufacturer.
2. Store and handle materials in accordance with manufacturer’s instructions.
3. Keep materials in manufacturer’s original, unopened containers and packaging until application.
4. Store materials in clean, dry areas, out of direct sunlight.
5. Protect materials during storage, handling, and application to prevent contamination or
6. damage. Close containers when not in use.
B. See section 01 60 00 Product Requirements for additional requirements.
PART 3 - EXECUTION
3.01 APPROVED SURFACING SYSTEM INSTALLERS
A. The installation and application of the court surfacing materials shall be under the direct supervision of an installer who is certified by manufacturer of tennis court surfacing system.
3.02 WEATHER LIMITATION
A. Do not install when rainfall in imminent or extremely high humidity prevents drying.
B. Do not apply unless surface and air temperature are 50°F and rising.
C. Do not apply if surface temperature is in excess of 140°F.
3.03 SURFACE INSPECTION
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
TENNIS COURT SURFACING 32 18 23.53 -3
A. Cleaning: Prior to application of court surfacing system , center tie down and all fencing, the pavement must be clean and free of all foreign matter. A high-pressure washer, air broom or hand sweeper shall be used for this operation. After using detergents, the surface must be thoroughly flushed with water.
B. Flooding: The court surface shall be flooded with water and allowed to drain. Any depressions thereon holding water shall be filled with a pure acrylic resurfacing material and 30 mesh sand per manufacturer's specifications.
C. Depression: Any low areas should be filled and leveled with patching compounds to re-establish the evenness of the court surface.
D. High areas: If any high areas identified, should be leveled by scraping, milling or grinding the concrete, to reestablish the evenness of the court surface.
E. Holes and cracks: Any cracks within the court surface should be sealed and sanded to prevent the Introduction of water into the pavement subbase and subgrade. Cracks can be repaired with a variety of products; 1/8” wide or less can be filled with a flexible sealant preapproved by the coating manufacturer. Larger cracks can be treated with one of several membrane systems that “bridge” the crack and retard the reopening of the cracks. Please refer to Section 32 18 23.52 for more information on available crack repair methods.
NO WORK FROM THIS STAGE ON SHALL COMMENCE UNTIL A PARKS INSPECTOR HAS ACCEPTED THE SURFACE.
3.04 ACRYLIC SURFACING SYSTEM INSTALLATION
A. The surface system installation shall comply with the surfacing system manufacturer's published instructions, including the required application rates and methods as well as the environmental and temperature conditions. Existing court surfaces shall have a minimum of 4 coat system, following the installation of resurfacing coat and include 2 color coats and one finish coat.
B. Filler Coat: The Contractor shall apply filler coats in opposite directions over the entire slab.
The filler coat material shall be acrylic re-surfacer manufactured by the manufacturer of the acrylic surfacing material. Depending on the seriousness of deterioration or cracking and the number of repairs, one or more layers of acrylic resurfacer may be applied in repaired areas, or over the entire pavement area within the overall playing area.
C. Color Coats: The Contractor shall apply a minimum of two-color coats over the entire surface/slab. The material must be delivered to the jobsite in unopened containers and mixed at the jobsite according to the manufacturer's specifications. After the first coat has dried, the surface shall be inspected and all ridges removed. The entire surface shall then be blown clean.
The second coat shall be applied, the surface shall be inspected and the ridges shall be removed.
The entire surface shall then be blown clean. Both coats shall contain sand as required to obtain the desired playing "speed" as approved by the Owner.
D. Finish Coat:
1. Immediately prior to applying the finish coat, the total surface shall be cleaned and foreign materials blown off.
2. The Contractor shall apply one finish coat over the entire surface area. The material must be delivered to the jobsite in unopened containers and mixed at the jobsite according to the manufacturer's specifications.
E. Application of All Coats
1. The coating materials shall be mixed according to the directions on the label of each product.
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
TENNIS COURT SURFACING 32 18 23.53 -4
2. Pour a windrow along the length of one edge of the slab. Using a rubber-blade squeegee, insert approximately one-third of the width of the blade into the windrow, angle it so as to "plow" the windrow further onto the pavement, pull the squeegee the length of the pavement. Upon reaching the end, reverse direction and repeat the procedure. This procedure should be repeated until the entire surface is uniformly covered. It is required to keep adding fresh coating material to the windrow. Do not let the windrow run low. When adding fresh coating into the existing material in the windrow, do not stop for extended periods of time to take breaks until the coat being applied is complete.
3. Do not stop to repair mistakes that were made on previous passes. These can best be corrected after the coat being applied is dry.
4. The next coat is applied in the same manner, except that the direction of the windrow should be at a 90 degree angle to the previous coat.
5. Care must be taken to allow each application to dry thoroughly prior to the next coat. After each coat is dry, inspect the entire surface. Scrape and remove any excess material or foreign matter. If necessary, touch up any repairs.
6. Application rate in gallons of material per square yards of surface, as specified by the manufac- turer as a minimum, must be strictly adhered to.
7. Finished surface must be uniform in texture and color shade without any blemishes. Additional complete finish coats are required to correct discrepancies.
3.05 PLAYING LINE INSTALLATION
A. Dimensions: The baseline shall be 3" wide and the playing lines shall be 2" wide. All lines shall be accurately located and marked in accordance with rules of the United States Tennis Association.
B. Layout: The lines shall be accurately laid out and taped. The edges of the tape must be over- painted to ensure full-width, true, sharp edges on the surface.
C. Application: All lines shall be double-coated with a textured line paint provided by the manufacturer of the acrylic surfacing system. The texture of the line paint should match the adjacent court surfacing texture. When the line paint has thoroughly dried, the tape shall immediately be removed in a method to provide straight and true lines. The Contractor will be required to provide touchup of any line where error is present or court surface that is over- coated or damaged. No tape residue will be permitted to remain.
3.06 PERIMETER CAULKING
A. Description: Provide and install flexible perimeter sealant between the resurfaced tennis court slab and adjacent hardscape, walls, curbs, or other materials to prevent water intrusion, accommodate thermal movement, and ensure edge integrity.
B. Materials: Refer to section 32 13 73 Concrete Paving Joint Sealants.
C. Warranty: Sealant application shall be warranted for a minimum of five (5) years against cracking, separation, and water intrusion.
PART 4 – WARRANTY
4.01 WARRANTY
A. Provide a minimum 1-year warranty on Acrylic Surfacing System and workmanship.
B. Flexible repair systems may include longer warranties (3–5 years); confirm with manufacturer.
END OF SECTION 32 18 23.53
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
TENNIS COURT WIND BREAKER 32 31 13.29 - 5
SECTION 32 31 13
CHAIN LINK FENCES AND GATES
SECTION 32 31 13.29
TENNIS COURT WIND BREAKER
PART 1 – GENERAL
1.01 SUMMARY
A. This section includes the furnishing and installation of windbreak screening (windscreen) for tennis courts.
B. Work includes removal of existing windscreen, windscreen materials, grommets, lacing or ties, and related accessories.
1.02 RELATED SECTIONS
1.03 SUBMITTALS
A. Manufacturer’s product data, including material specifications, dimensions, and color selections B. Sample panel (minimum 12" × 12")
C. Warranty documentation
1.04 QUALITY ASSURANCE
A. Installer must have at least 7 years of experience installing windscreen products on athletic facilities.
B. All products shall be installed in accordance with manufacturer’s instructions.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver all materials in manufacturer’s labeled packaging.
B. Store off the ground in a dry, clean location; protect from UV exposure before installation.
1.06 WARRANTY
A. Provide manufacturer’s standard 3–5 year warranty against UV degradation, tearing, and material failure.
PART 2 – PRODUCTS
2.01 MANUFACTURERS
Acceptable manufacturers include, but are not limited to:
A. Putterman Athletics
B. Douglas® Sports
2.02 WINDSCREEN MATERIALS
A. Fabric Type: Vinyl-coated polyester mesh
B. Weight: 11–12 oz/sq yd (premium)
C. Dimensions: match existing high and max 60’ length
City of Carlsbad
CARLSBAD HIGH SCHOOL TENNIS COURTS RESURFACING
TENNIS COURT WIND BREAKER 32 31 13.29 - 6
D. Opacity: up to 70% or match existing
E. Color: Standard dark green or black, (color to be approved by the owner and approved by the School District)
F. UV Resistance: Treated for UV stabilization
G. Edges: Reinforced hems with double-stitched or heat-sealed hems H. Grommets: No. 2 or No. 3 solid brass, spaced at 12" or 18" OC along all sides I. Air Flow Options: Include wind vents (“half-moon” or boxed style) every 10–15 feet, as required
2.03 ATTACHMENT MATERIALS
A. Ties: Black UV-resistant 50 lb tensile strength zip ties or heavy-duty lacing cord Optional: Stainless steel lacing wire for high-wind areas
PART 3 – EXECUTION
3.01 EXAMINATION
B. Verify all fence posts and top rail structures are sound and suitable to support windscreen loads C. Ensure no sharp edges or protrusions are present that could damage the fabric
3.02 INSTALLATION
A. Photograph all existing windscreen segments to document size, clearance margins, grommet spacing, and attachment method (zip ties only). This shall be the basis for ordering and installing of new windscreen to match the current configuration.
B. Remove existing fabric and dispose per Section 01 74 00 Cleaning and Waste Management C. Stretch fabric taut along fence without sagging
D. Attach windscreen with ties or lacing through grommets at top, bottom, and sides Do not overtighten ties to avoid tearing
E. Trim or fold corners neatly; reinforce corners as needed to avoid flapping F. Ensure vent openings are distributed evenly if required
3.03 CLEANING AND PROTECTION
A. Remove any installation debris or packaging
B. Clean windscreen if needed with mild detergent
C. Instruct Owner on care and seasonal removal if applicable END OF SECTION 32 31 13.29